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Home My WebLink AboutWQ0042699_4th CD Submittal Plan Set_20210721Non -Discharge Branch Upload/Submittal Form NORTH CAROLINA Environmental Quality Version 2 - Revised June 23, 2020 Project Contact Information Rease provide information on the person to be contacted by NEB Staff regarding electronic submittal, confirmation of receipt, and other correspondence. Name * Theresa Randall Email Address* theresa.randall@hollyspringsnc.g ov Project Information Phone Number* 9195573150 Application/Document Type * Permit Type:* Permit Number:* Applicant/Permittee * Applicant/Permittee Address* C' New (Fee Required) C' Modification - Major (Fee Required) C' Renewal with Major Modification (Fee Required) C' Annual Report ✓ Additional Information R Other Additional information for new permit submittal ✓ Wastewater Irrigation ✓ Other Wastewater ✓ Closed -Loop Recycle C' Single -Family Residence Wastewater Irrigation ✓ Modification - Minor C' Renewal ✓ GW-59, NDMR, NDMLR, NDAR-1, NDAR-2 C' Residual Annual Report C' Change of Ownership ✓ High -Rate Infiltration ✓ Reclaimed Water ✓ Residuals ✓ Other N/A Has Current Existing permit number Town of Holly Springs 128 South Main Street Holly Springs NC 27540 Facility Name * WithersRavenel-Carolina Springs Ph. 1-5 Please provide comments/notes on your current submittal below. I forgot to upload CDs with my previous submittal for Carolina Springs PH. 1-5. Please see attached. Thank you. At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg at nathaniel.thornburg@ncdenr.gov. Please attach all information required or requested for this submittal to be reviewed here.* (Application Form Engineering Rans, Specifications, Calculations, Ec.) Carolina Springs Ph 1-5 4th CD Submittal Plan Set.pdf Upload only 1 FCF document (less than 250 M3). Maltiple documents nest be conbined into one FUF file unless file is larger than upload lint. 203.39MB * 17 By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts of the application in correct order (as specified by the application). Mail payment to: NCDEQ — Division of Water Resources Attn: Non -Discharge Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Signature * Submission Date 07/21/21 Is filled in autorratically once submitted. WOOD S C R E E K R DWOODFIELDDEAD END RDFUTURE PHASE ICE SPORTS FUTURE PHASE VICINITY MAP DEVELOPER/OWNER ATTN: STEPHEN DORN LENNAR CAROLINAS 1100 PERIMETER PARK DRIVE, SUITE 112 MORRISVILLE, NC 27560 PHONE: (919) 465-5925 EMAIL: STEPHEN.DORN@LENNAR.COM 1"=500" S N W E NOTES: 1.ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. 2.CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN. DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3.DEVELOPED OPEN SPACE PER UDO SECTION 7.1. 4.PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. 5.ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. 6.ALL WALLS WILL REQUIRE A BUILDING PERMIT FROM THE CODE ENFORCEMENT DEPARTMENT. Engineers | Planners | Surveyors PREPARED BY: WithersRavenel 115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com R PRELIMINARY PLANFOR: CAROLINA SPRINGSWR PROJECT NO.: 02190372.20EXISTING REBAR WITH CAP NC GRID COORDINATES NAD 83(2011) LOCALIZATION POINT N:702,591.86' E:2,035,789.27' COMBINED FACTOR = 0.999890129 NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK PROJECT #20-17-01 NOTES: 1.OFFSITE GREENWAY CONNECTION TO 12 OAKS GREENWAY TO BE COMPLETED NOT LATER THAN THREE YEARS FOLLOWING FIRST CERTIFICATE OF OCCUPANCY. 2.FEES-IN-LIEU OF PARK LAND DEDICATION SHALL BE PAID IN ACCORDANCE WITH THE RATES AND TERMS OF TABLE 1 OF THE INFRASTRUCTURE REIMBURSEMENT AGREEMENT (IRA) EXECUTED JUNE 1, 2019 OR AS SUBSEQUENTLY AMENDED. CONSTRUCTION DRAWINGS FOR CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 COVER EXISTING CONDITIONS OVERALL SITE PLAN SITE PLANS OPEN SPACE PLAN SIGNING AND MARKING PLAN OVERALL UTILITY PLAN UTILITY PLANS OVERALL STORM DRAINAGE & GRADING PLAN STORM DRAINAGE & GRADING PLANS STORM DRAINAGE TABLES GENERAL EROSION CONTROL NOTES OVERALL PRE - EROSION CONTROL PLAN PRE- EROSION CONTROL PLANS OVERALL POST EROSION CONTROL PLAN POST EROSION CONTROL PLANS ROADWAY PLANS AND PROFILE GREENWAY PLANS AND PROFILE SS OUTFALLS PLAN AND PROFILE WOODS CREEK RD PLAN AND PROFILE SCM PLAN AND DETAILS CULVERT PLANS AND PROFILE DETAILS NCDEQ NCGO1 PLAN SHEET LANDSCAPE PLANS LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION AERIAL SITE LIGHTING PLAN SITE LIGHTING PLAN - NO GRID SHT 0.0 SHT 1.0 SHT 2.0 SHT 2.1 - 2.11 SHT 2.12 - 2.18 SHT 2.19 SHT 3.0 SHT 3.1 - 3.11 SHT 4.0 SHT 4.1 - 4.7 SHT 4.8 - 4.10 SHT 5.0 SHT 5.1 SHT 5.2 - 5.8 SHT 5.9 SHT 5.10 - 5.16 SHT 6.1 - 6.22 SHT 6.23 - 6.24 SHT 6.25 - 6.26 SHT 6.27 - 6.28 SHT 7.0 - 7.6 SHT 7.7 - 7.9 SHT 8.0 - 8.5 SHT 8.6 SHT L1.0 - L1.9 SHT L2.0 - 2.1 SHT L3.0 SHT L3.1 SHT 21-0031A (1-3) SHT 21-0031A-NO GRID (1-3) INDEX OF SHEETS HOLLY SPRINGS, NORTH CAROLINA PRELIMINARY SUBDIVISION APPROVAL: NOVEMBER 18, 2020 PUD APPROVAL: (18-PUD-01) MAY 7, 2019 SUBMITTAL DATE: NOVEMBER 5, 2020 * THIS CAROLINA SPRINGS SECTION 1 RESIDENTIAL SUBDIVISION PLAN WILL PROVIDE 108,630 GPD, 75 GPM AND A PEAK FLOW OF 193 GPM. ** THESE QUANTITIES ARE BASED ON WHAT IS PHYSICALLY LOCATED WITHIN THE PHASE. THERE MAY BE SECTIONS OF STORM THAT WILL BE REQUIRED TO BE INSTALLED IN A FUTURE PHASE TO DRAIN TO AN SCM IN ORDER FOR THE CURRENT PHASE TO BE ACCEPTED. TIA NOTE: PER THE APPROVED TIA AND PUD FOR THE CAROLINA SPRINGS DEVELOPMENT, TRAFFIC SIGNALS WILL BE CONSTRUCTED BY THE CAROLINA SPRINGS DEVELOPMENT AT THE INTERSECTIONS OF NC-540 EB RAMPS AT OLD HOLLY SPRINGS - APEX ROAD, CAROLINA SPRINGS BOULEVARD AT OLD HOLLY SPRINGS - APEX ROAD, AND OLD HOLLY SPRINGS - APEX ROAD AT WOODS CREEK ROAD. THESE SIGNALS ARE NOT CURRENTLY WARRANTED; HOWEVER, THE CAROLINA SPRINGS DEVELOPMENT WILL CONTINUE TO MONITOR THESE INTERSECTIONS FOR THE NEED FOR SIGNALIZATION AND CONSTRUCT TRAFFIC SIGNALS ONCE WARRANTED AND APPROVED BY NCDOT. THE TOWN REQUIRES A FEE IN LIEU FOR THESE SIGNALS TO BE ASSESSED WITH THE DEVELOPMENT FEES BASED ON THE PROPORTIONATE SHARE OF THE PROPOSED PHASE OF CONSTRUCTION IF THE SIGNAL WILL NOT BE CONSTRUCTED AT THAT TIME. THIS FEE WILL BE PROVIDED AT TIME OF SIGNAL CONSTRUCTION TO THE PARTY CONSTRUCTING SAID SIGNAL. THE 426 RESIDENTIAL UNITS CURRENTLY PROPOSED FOR CONSTRUCTION IS EXPECTED TO ACCOUNT FOR APPROXIMATELY 6% OF THE TRAFFIC AT THE INTERSECTION OF EASTBOUND NC-540 AT OLD HOLLY SPRINGS APEX ROAD, 7% OF THE TRAFFIC AT THE INTERSECTION OF CAROLINA SPRINGS BOULEVARD AT OLD HOLLY SPRINGS APEX ROAD, AND 6% OF THE TRAFFIC AT THE INTERSECTION OF WOODS CREEK ROAD AT OLD HOLLY SPRINGS APEX ROAD. AT TIME OF CONSTRUCTION DRAWING SUBMITTAL, THE PERCENTAGES OUTLINED ABOVE WILL BE APPLIED TO AN ENGINEER COST ESTIMATE FOR THE COST OF EACH SIGNAL (+125% CONTINGENCY) TO DETERMINE THE APPROPRIATE FEE IN LIEU. PER THE CAROLINA SPRINGS TRIP GENERATION MEMO FROM RKA DATED SEPTEMBER 21, 2020 FOR THE PROJECT, THE FEE IN LIEU ESTIMATE FOR SUB PHASES1-5 IS $46,704.96. "THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS, AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF THE TOWN OF HOLLY SPRINGS. THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN APPROVED BY THE TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW THIS CERTIFIES THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. THESE PLANS WERE PREPARED USING SURVEY GRADE DATA IN ALL AREAS WHERE WORK IS BEING PROPOSED INCLUDING UTILITY CROSSINGS AND OTHER ENVIRONMENTALLY SENSITIVE AREAS. ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM EITHER THE STANDARDS AND/OR FROM THE APPROVED PRELIMINARY PLAN ARE LISTED BELOW:" RESUBMITTAL DATE: MAY 12, 2021 DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 POND POND 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLAND AREA W36 WETLAND AREA W7 WETLAND AREA W9 WETLAND AREA W10 (LINEAR WETLAND) WETLAND AREA W12 WETLAND AREA W12 WETLAND AREA W12 WETLAND AREA W13 WETLAND AREA W14 WETLAND AREA W15 WETLAND AREA W37 WETLAND AREA W16 WETLAND AREA W17 24" RCP WETLAND AREA W35WETLAND AREA W34 WETLAND AREA W33 WETLAND AREA W32 WETLAND AREA W31 WETLAND AREA W31 WETLAND AREA W31 WETLAND AREA W31 WETLAND AREA W30 WETLAND AREA W30 WETLAND AREA W25 WETLAND AREA W24 WETLAND AREA W23 WETLAND AREA W18 WETLAND AREA W19 WETLAND AREA W22 WETLAND AREA W21 WETLAND AREA W21 WETLAND AREA W20 (LINEAR WETLAND) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLAND AREA W11 18" RCP 15" RCP24" RCP 15" RCP 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758 PG 643 50' DIXIE PIPELINE COMPANY R/W DB 2758 PG 643 S04 START S05 START DWR START FEATURE L BUFFER DWR STOP FEATURE L BUFFER DWR START FEATURE L BUFFER HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 DELORES HORTON DB 8201 PG 2115 PIN: 0730652261 MATTIE HARRIS HEIRS DB 9105 PG 2362 & 16-E-2429 PIN: 0730644708 MARY HARRIS DB 2260 PG 670 & 99-E-2225 PIN: 0730545847 SONYA LEE WILSON DB 2260 PG 649 PIN: 0730457251 SAMUEL O'NEAL HARRIS DB 2764 PG 11 PIN: 0730552477 KEMP HARRIS & SHARON REEVES DB 2260 PG 670, 07-E-1184 & 07-E-1185 PIN: 0730555717 SR 1154-WOODS CREEK ROAD60' PUBL IC R /W (DB 9264 PG 295) SR 1155-WOODFIELD DEAD END ROAD 60' PUBLIC R/W US HI G H W A Y 1 CONT R O L L E D A C C E S S ( V A RI A B L E WI D T H) P U B LI C R/ W EXIS TI N G D U K E E N E R G Y T R A N S MI S SI O N R/ W (BM 2 0 1 9 P G 1 7 7 9) 125' D U K E E N E R G Y T R A N S MI S SI O N LINE R/ W R E S E R V A TI O N (BM 2 0 1 9 P G 1 7 7 9) DWR START FEATURE R BUFFER DWR STOP FEATURE U BUFFER S06 START DWR START FEATURE H BUFFER DWR START FEATURE I BUFFER DWR STOP FEATURE I BUFFER DWR START FEATURE I BUFFER DWR STOP FEATURE I BUFFER DWR STOP FEATURE H BUFFER S02 STOP S01 START 30' HOLLY SPRINGS CAPE FEAR BUFFER S 00°52'02" E 378.79'N 4 5 ° 0 6 ' 1 6 " W 1 , 0 8 1 . 0 3 'N 17°29 '12" W 884 .10 ' N 58° 3 3' 4 0" E 2 8 6. 4 2' N 58° 3 3' 4 0" E 1, 0 4 3. 6 6' N 58° 3 0' 1 9" E 6 0 5. 6 8' S 88°23'59" E 2,307.80'N 00°27'29" E 395.36'S 88°15'44" E 521.92' L1 C 1 C2 C3 C4 C5 C6 C7 C 8 C 9 C10 L2L3 L4 L5 L6L7L8 L9 L10 L11 L12L13L14L15L16L17 L 2 5L26L27L 2 8L29L30L31 L32L33L34 L35L36L37L38L39 L40 L41L42L43L44L45L4 6 L47L48 L51 L55L56 L57L58L59L60L61L62L63L64L65L66L67L68L69L70 CAROLINA SPRINGS TRACT 2 231.230 ACRES (LESS PUBLIC R/W) 238.540 ACRES (INCLUDING PUBLIC R/W) LENNAR CAROLINAS, LLC DB 17612, PG 1928 BM 2021, PG 62 PIN: 0730533724 CONTROL CORNER EXISTING IRON PIPE NC GRID COORDINATES NAD 83(2011) N: 704,781.27' E: 2,033817.72' ZONE AE PER FIRM MAP No. 3720073000J DATED MAY 2, 2006 ZONE AE PER FIRM MAP No. 3720073000J DATED MAY 2, 2006 EXISTING REBAR WITH CAP NC GRID COORDINATES NAD 83(2011) LOCALIZATION POINT N: 702,591.86' E: 2,035,789.27' COMBINED FACTOR = 0.999890129 NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK WETLAND AREA W6 WETLAND AREA W8 350' 350'345'345'340'340' 335'335'335' 330'330' 330'330'330'33 0 ' 330' 330'325' 325' 32 5 '325' 325' 325' 3 2 5 '325'325' 32 5 ' 325' 325'320'320'320'3 2 0 '320'32 0 ' 320'320'320' 32 0 ' 320'320'320' 320'320'32 0 ' 320' 3 20 ' 315'315'31 5 ' 31 5 '315'315'315'3 1 5 ' 315 ' 310'310'310' 310' 310'310'310'310'310'310'305'305'3 0 5 '305'305'305'305'300' 300'300'300'300'295' 29 5 ' 295'295'295' 290'290' 290' 290' 2 9 0 ' 285'285'28 5 '285'285'285'28 0 ' 280'280' 27 5 '275'275'275'275'275'275'270' 270'270' 270' 270'270'270'270'270'270'270'270'270'265' 265'265'265' 26 5 ' 265'265'265'265'265'265'265'260'260'260'2 6 0 '260'260'260'2 6 0 ' 260' 2 6 0 ' 260'260'255'255'25 5 ' 2 5 5 '255'250'25 0 ' 3 2 5 ' 30' HOLLY SPRINGS CAPE FEAR BUFFER DM01 START FLAG SB03 STOP FLAG SB04 START FLAG DM02 START FLAG SB06 START FLAG SB07 STOP FLAG SB08 START FLAG POND POND WOOD S C R E E K R O A D 100' P U B LI C RI G H T O F W A Y GRRW O O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y W O O D S C R E E K R O A D 60 ' P U B L I C R I G H T O F W A Y WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y WOODFIELD ROAD60' PUBLIC RIGHT OF WAYTTTTTTTTT T TTT T T T T T T T T TTTTTTT T T T 4" METAL PIPE INV: 296.26' TH11 TH10 TH9 TH8 TH7 TH6 TH5 TH4 TH3 TH2N 11°23'48" E321.36'POND POND XX W WRR RR FO FO TT EOI ABANDONED SIGN CYPRESS HI L L L A N E 51' PUBLIC RI G H T O F W A Y OLD HOLL Y S P R I N G S A P E X R O A D VARIABLE W I D T H P U B L I C R I G H T O F W A Y OLD HO L L Y S P R I N G S A P E X R O A D 60' PUBLIC RI G H T O F W A Y MULLER OAK DRIVE 51' PUBLIC RIGHT O F W A Y IVEY ARBOR W A Y 50' PUBLIC RIG H T O F W A Y (BM 2006, PG 1 3 1 5 ) WOODS CREE K R O A D 100' PUBLIC R I G HT O F W A Y WOODS CREEK ROAD60' PUBLIC RIGHT OF WAY XTTTTTTTTTE E FOB FOB EDGE PAVEM E N T EDGE PAVE M E N T CONCRETE CONCRETE CONCRETE SIDEW A L K CONCRETE S I DEWAL K CONCRETEBRIDGE DECK SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGNSIGN TBMNAIL IN POWER POLEELEV: 339.04' ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT EDGE PAV E M ENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT CONCRETE R/WMONUMENT TREE LINE TREE LIN E BACK CUR B BACK CURB BACK CURB BACK CU R B EDGE PAVEMENT EDGE PAVEMENT EDGE PAVEMENT NC 540 HIGHW A Y VARIABLE WI D T H P U B L I C R I G H T O F W A Y NC 540 HI G H W A Y VARIABLE WIDT H P U B L I C R I G H T O F W A YVARIDEA P A RKWA Y VARIABLE W I DTH P U B LIC RI G HT OF W AY OLD H OLLY SPRINGS APEX R O A D VARIA B LE WIDTH PUBLIC RIG H T O F W A Y EDGE PAVE M E N T EDGE P A V E M E NT N 02°56'07" E204.03' N 50°18'39" E71.17'S 75°50'26" E312.84' S 77°46'17" E225.10'N 74°13'44" E185.88' N 46°43'05" E297.04' TREELINE TREELINE GRAVE D R I V E OLD HO L L Y S P R I N G S A P E X R O A D VARIABL E W I D T H P U B L I C R I G H T O F W A Y X X X X XXX X X X XX X X X X X X X X X X X X E W W W W W W W WW WWWWWWWW WW W W W W R RR RRFOW EOI ABANDONED OH E OHE OHE OHE OHE OHE SS SS SSSS WALL WALL WALL WALL SIGN SSCYPRESS HI L L L A N E 51' PUBLIC RI G H T O F W A Y OLD HOLL Y S P R I N G S A P E X R O A D VARIABLE W I D T H P U B L I C R I G H T O F W A Y OLD HO L L Y S P R I N G S A P E X R O A D 60' PUBLIC RI G H T O F W A Y IVEY ARBOR W A Y 50' PUBLIC RIG H T O F W A Y (BM 2006, PG 1 3 1 5 ) OAKS E N D D R IV E 80' PUB L I C R I GH T O F W A Y WOODS CREEK ROAD100' PUBLIC RIGHT OF WAY WOODS CREEK R O A D 100' PUBLIC RIG H T O F W A Y OLD HOLLY S P R I N G S A P E X R OA D 60' PUBLIC RI G H T O F W A Y 20' PUBLIC S A N I T A RY S EW E R E A S EM E N T OAKS E N D D R I V E 80' PUB L I C R I GH T O F WA Y CONC SIDEWALK CONC SIDEWALK OHEOHEOHEOHEOHEOHEOHEOHEX X G G G G G G G G G G G G GG GG GGGGGGGG GGGG GG G G G G G GWWRRRRRRRRRR R R R R R R R R R RRRRRRRRRRRRR RR R R R R R R R R R RRRRRRRRRRRFOFOFO FO FO FO T TT T TTFO FO FO FO T T T T T T TUGEUGEUGEUGEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHERRRRRRRRR RR E E E EEWWW W W XXXR ROHE OHEUS HIG H W A Y 1 CONTR O L L E D A C C E S S ( V A RI A B L E WI D T H) P U B LI C R/ W T T TTTTTTTTTTTTT TT TTTTWOODS C R E E K R O A D 60' PUBLI C R I G H T O F W A Y WOODS CREEK ROAD60' PUBLIC R I G H T O F W A Y WOODS CREEK R O A D 60' PUBLIC RI G H T O F W A Y WOODFIE L D R OAD 60' PUBLIC RIG H T O F W A Y TTTTTTTTT T TTT T T T T T T T T T TTTTTT T T T LINE TABLE LINE BEARING DISTANCE L1 N 54°12'58" W 165.88' L2 N 82°43'41" W 184.98' L3 S 82°13'53" W 120.35' L4 N 58°59'23" W 259.90' L5 N 78°32'34" W 168.27' L6 N 62°48'09" W 87.66' L7 N 17°29'12" W 221.49' L8 N 78°40'29" W 263.79' L9 N 78°40'29" W 248.94' L10 N 00°34'08" E 31.78' L11 N 00°15'16" W 52.68' L12 N 00°56'20" E 132.05' L13 S 01°30'13" W 278.79' L14 S 01°28'57" W 305.69' L15 S 01°31'07" W 297.03' L16 S 01°33'54" W 285.30' L17 S 88°25'09" E 31.39' L18 S 39°16'39" E 67.72' L19 S 50°26'17" W 185.42' L20 S 50°16'11" W 20.28' L21 S 50°25'17" W 46.17' L22 N 29°42'41" W 325.78' L23 N 29°42'41" W 206.33' L24 S 88°28'42" W 399.90' L25 N 47°46'34" W 220.46' L26 N 14°27'23" W 119.38' L27 S 38°42'14" W 275.67' L28 N 34°26'14" W 221.90' L29 N 05°26'39" W 142.99' L30 N 05°29'08" W 34.93' L31 N 17°45'06" E 234.87' L32 N 01°41'58" W 155.25' L33 N 84°03'39" W 127.73' L34 S 23°22'37" E 119.54' L35 S 26°03'51" W 131.52' CURVE TABLE CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH C1 900.00'143.13'N 49°39'37" W 142.98' C2 350.00'229.83'N 63°54'58" W 225.72' C3 850.00'223.13'S 89°45'06" W 222.49' C4 400.00'178.31'N 84°59'53" W 176.84' C5 863.58'199.52'N 65°36'31" W 199.08' C6 750.00'255.95'N 68°45'58" W 254.71' C7 550.00'151.10'N 70°40'21" W 150.62' C8 300.00'237.27'N 40°08'40" W 231.14' C9 500.00'533.97'N 48°04'50" W 508.95' C10 650.00'341.48'S 86°16'31" W 337.56' C11 300.00'239.20'N 67°25'01" W 232.91' C12 300.00'235.22'N 67°02'11" W 229.24' C13 1,000.00'128.39'N 85°49'10" W 128.30' C14 1,000.00'106.91'N 85°12'16" W 106.86' LINE TABLE LINE BEARING DISTANCE L36 S 08°34'38" E 162.48' L37 S 02°21'23" E 38.77' L38 S 02°31'20" E 348.38' L39 S 66°25'47" E 194.89' L40 S 67°51'04" W 127.38' L41 S 30°29'35" W 204.97' L42 S 05°53'00" E 181.57' L43 S 01°36'15" W 105.92' L44 S 39°05'38" W 237.21' L45 S 38°56'42" W 96.61' L46 N 55°20'07" W 173.08' L47 S 03°38'53" E 182.81' L48 S 62°37'51" W 109.64' L49 S 89°44'29" W 101.32' L50 N 44°34'30" W 192.27' L51 N 82°08'29" W 317.50' L52 N 82°08'29" W 425.79' L53 S 06°07'35" E 71.42' L54 S 12°43'16" E 177.53' L55 S 17°44'40" W 18.20' L56 S 23°37'46" W 75.80' L57 S 21°48'05" W 93.49' L58 S 20°08'11" W 138.69' L59 S 15°31'27" W 162.17' L60 S 49°23'56" W 40.02' L61 S 55°18'18" W 68.63' L62 S 42°52'44" W 82.92' L63 S 32°28'16" W 56.59' L64 S 42°30'37" W 70.65' L65 S 09°27'45" W 52.80' L66 S 08°07'49" E 61.38' L67 S 13°23'33" W 93.69' L68 S 14°02'10" E 53.69' L69 S 26°33'55" E 87.35' L70 S 32°56'39" W 39.40' LEGEND (IPF)-IRON PIPE FOUND (IPS)-IRON PIPE SET (RBF)-REBAR FOUND (POINT)-COMPUTED POINT (NO MONUMENT FOUND OR SET) (FHYD)-FIRE HYDRANT (WV)-WATER VALVE (LP)-LIGHT POLE (PP)-POWER POLE (EPD)-ELECTRIC PEDESTAL (WM)-WATER METER (MB)-MAILBOX (EOP)-EDGE OF PAVEMENT (TLP)-TLELPHONE PEDESTAL (SSMH)-SANITARY SEWER MANHOLE GENERAL NOTES 1. BASIS OF BEARINGS: NC STATE PLANE GRID COORDINATES, NAD83(2011). 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 3. AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE METHOD. 4. LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS PLAT. 5. PORTIONS OF THE SUBJECT PROPERTY ARE LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING TO FLOOD INSURANCE RATE MAP 3720073000J DATED MAY 2, 2006. 6. IRON PIPES SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 7. UNDATED BOUNDARY SURVEY AND GAS LINE EASEMENT INFORMATION PROVIDED AND PERFORMED BY BATEMAN CIVIL SURVEY COMPANY. WITHERSRAVENEL ASSUMES NO LIABILITY BASED ON THIS PROVIDED INFORMATION. ACREAGE SUMMARY TRACT 2 (AREA LESS PUBLIC R/W) TRACT 3 LOT No.ACREAGE 211.95 ACRES 7.95 ACRES 59.574 ACRES TRACT 2 (AREA WITHIN PUBLIC R/W) SURVEYOR'S CERTIFICATE "I, BENJAMIN E. DAYTON, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK SEE MAP, PAGE _____, THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK SEE MAP, PAGE ____; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY AS CALCULATED IS 1:20,000+; THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600). WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS __________ DAY OF _______________________, A.D., 2021. _____________________________________ BENJAMIN E. DAYTON, PLS L-4390 TRACT 4 72.784 ACRES REMAINING TRACT 18.32 ACRES TRACT 2 "LOW RIDGE, LLC"23.551 ACRES TOTAL ACREAGE 394.129 ACRES GPS NOTE: CLASS OF SURVEY: A POSITIONAL ACCURACY: 0.05' DATE OF SURVEY: NOVEMBER 27, 2019 DATUM/EPOCH: NAD83/NSRS2011 GEOID MODEL: 12B COMBINED GRID FACTOR: 0.999890129 UNITS: US SURVEY FEETNORTH C A RO LI N ABEN J A MIN E . D A YTONPRO F E SSIO N ALLAND SU R V EYORSEAL L-4390 N.C. GRID NORTH NAD 83(2011)VICINITY MAP NO SCALEWOODS CREEK ROAD US HI G H W A Y 1 OLD HO L LY SPR INGSAPEX ROADWOODS CREEK ROADGRAPHIC SCALE 1 inch = 200 ft. 200 0 100 200 400 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C1.0 Existing Conditions.dwg- Tuesday, March 2, 2021 1:56:57 PM - DAYTON, BENSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers [ PKanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 02/08/2021 WR WR PRELIMINARY NOT APPROVED FOR CONSTRUCTIONEXISTING CONDITIONSC1.0MATCH LINE SHEET 2SHEET 13/2/2021 FM FM FM FM FM FM FM FM F M F M FMFMFMG G G G G G G G G G G G G G G G G G G G G G G W W W W W W W WALL WALL WALL WALL 10' PRIVATE REUSE LINE EASEMENT per BM 2018, PG 1969 10' PRIVATE REUSE LINE EASEMENT per BM 2018, PG 2339 CONC SIDEWA L K CONC SIDEWAL K G G G G G G G R RR R R R R R R R R R R FO FO RRRRETTTTTTTTTTT T T T T T T T T TTTTT376379380377378381384385382383386389387388 84 83 235 211 236 229 237 197 214 230 238 198 215 231 239 199 207 216 232 240 200 208 217 233 201 209 218 226 234 210 227 80 85 104 105 106 100 101 102 103 95 96 97 98 99 107 111 110112 166 167 144 168 161 139 162 170 163 133 125 341 373 342 358 374 127 359 128 360 113 129 116 348 364 117 349 365 118 350 366 119 367 368 337 345 353 361 114 130 338 346 354 362 370 355 371 121 340 356 372 166 167 144 168 161 139 162 170 163 133 104 105 106 100 101 102 103 95 96 97 98 99 107 111 110112 358 374 127 359 128 360 113 129 116 348 364 117 349 365 118 350 366 119 367 368 337 345 353 361 114 130 338 346 354 362 370 355 371 121 340 356 372 125 341 373 342 80 85 84 376379380377378381384385382383386389387388 83 219 235 211 220 236 213 221 229 237 197 214 222 230 238 198 215 223 231 239 199 207 216 232 240 200 208 217 233 201 209 218 226 234 210 227 392 393 394 395 396 398 399 400 401 402 407406405404 7 15 8 16 9 17 10 18 3 11 19 4 12 20 5 13 22 6 14 34 42 33 40 32 39 23 38 37 36 35 41 1 2 43 49 4647 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 212 206 205 204 203 196 195 194 193 192 191 190 189 187 186 185 184 412 411 410 375 357 331 333 334 335 344 126 120 115 108 171 169 165 164 160 158157156155154153152151150148149146145143142141140135134132 77 202 224 403 408 159 136 137 138 147 131 336 339 369363 332 225 228 414416417419420421 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291292293294295296297298299300301302303304 48505152 21 44 24 25 26 27 28 29 30 74 75 124 123 122 343 347 351 352 390 391 397 409413415418426425424423422 269270271 264272265273266274267275268276269270271264272265273266274267275268276 325 852 317324 316 308 323 315 307 322 314 306 329 321 313 328 320 312 327 319 310 326 318322 314 306 329 321 313 328 320 312 327 319 310 326 318325 317324 316 308 323 315 307 330 311 309 305 245 244 243 242 241 246 245 244 243 242 241 246 261 253 260 252 259 258 257 256 255 262 254 94 247 248 251 263 250 249 93 261 253 260 252 259 258 257 256 255 262 254 94 247 248 251 263 250 249 93 90 91 92 86 87 88 89 53 54 55 56 57 58 59 60 61 62 180 182 181 179 172 174 176175 173 180 182 181 179 172 174 176175 173 177 178 183 XXX X GGGGGGGG125' WETLANDS (TYP) 30' HOLLY SPRINGS CAFE FEAR BUFFER WETLANDS (TYP) EXISTING POND TO REMAIN DUKE ENERGY PROGRESS LLC FORMERLY FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED WAKE COUNTY SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ DELORES HORTON DB 8201, PG. 2115 PIN: 0730652261 LAND USE: MOBILE ZONING: R30 TOWN OF HOLLY SPRINGS ETJ DB 12651, PG. 1128 PIN: 0730852539 LAND USE: VACANT ZONING: SD (APEX) TOWN OF APEX SR 1154 - WOODS CREEK ROAD(60' PUBL IC R /W DB . 9264 PG . 295)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLANDS (TYP) WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' CARD INAL P IPEL INE COMPANY , LLC& CARD INAL EXTENS ION COMPANY R /WDB 14033 , PG . 1262 50' DIXIE PIPELINE COMPANY R/W DB 2758, PG. 643 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS WETLANDS (TYP) 30' HOLLY SPRINGS CAFE FEAR BUFFER SCM 8 WET DETENTION POND SCM 10 WET DETENTION POND 25' ROW DEDICATION SCM 7 CONSTRUCTED WETLANDS FUTURE PUMP STATION #2 (FINAL LOCATION TO BE DETERMINED) PROPOSED BOC BY OTHERS 10' ASPHALT MULTI-USE TRAIL (TYP) LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAPITAL PROPERTIES II LLC DB 17612, PG. 1928 PIN: 0730842712 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAPITAL PROPERTIES II LLC, LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730834534 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) CARO LI N A S P RI N G S B O U L E V A R D (82' PU B LI C R O W) EXISTING EOP EXISTING 12 OAKS SUBDIVISION 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 SCM 6 CONSTRUCTED WETLANDS SCM 12 WET DETENTION POND SCM 9 WET DETENTION POND WETLANDS (TYP) FUTURE AMENITY SITE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW) FUTURE ROAD EXTENSION (BY OTHERS)WOODFIELD DEAD ENDROAD (82' PUBLIC ROW) PROJECT LIMITS S R 1 1 5 4 - W O O D S C R E E K R O A D (E X I S T I N G 6 0 ' P U B L I C R /W D B 9 2 6 4 P G 2 9 5 )ALLEY 8(25' ACCESSEASEMENT)STREET K (51' PUBLIC R/W) STREET K (25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)FLOODWAY FEMA 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN VILLAGE SQUARE / NEIGHBORHOOD DISTRICT CENTER DIVIDING BOUNDARY LINE STREET C(55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET F (55' PUBL I C R O W )STREET C (55' PUBLI C R O W)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET L(55' PUBLIC ROW)STREET D (55' PUBLIC ROW)STREET D (55' PUBLIC ROW)ALLEY 2(25' ACCESS EASEMENT)ALLEY 3 (25' ACCESS EASEMENT)STREET M(55' PUBLIC ROW)STREET R (55' PUBLIC ROW) STREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)AL L E Y 7 (VA R I A B L E W I D T H A C C E S S E A S E M E N T ) WETLANDS (TYP) ALLEY 1 (25' ACCESS EASEMENT)ALLEY 1 (25' ACCESS EASEMENT) FUTURE PHASE FUTURE PHASE PROPOSED 25' R/W DEDICATION PUD BOUNDARY PUD BOUNDARY POCKET PARK 1 HHI TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 POCKET PARK 2 PUD BOUNDARY WOODS CREEK ROAD WIDENING AND UTILITIES WITH THIS PLAN END HERE ALLEY 11 (25' ACCESS EASEMENT) SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS# 17-29-PSSALLEY 9(25' ACCESSEASEMENT)ALLEY 9(25' ACCESSEASEMENT)EXISTING PROPERTY LINE WETLANDS (TYP) SEE SEPARATE CAROLINA SPRINGS BLVD. PLAN SET FOR MORE INFORMATION SHOWN FOR REFERENCE ONLY FLOODWAY EXISTING PROPERTY LINE EXISTING PROPERTY LINE PROJECT LIMITS PROPOSED PROPERTY LINE ALLEY 10 (35' ACCESS EASEMENT) DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692 FUTURE VILLAGE SQUARE EAST 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLANDS (TYP) ALLEY 1 (25' ACCESS EASEMENT) ALL E Y 6 (25' A C C E S S E A S E M E N T ) ALLEY 1 (VARIABLE WIDTH ACCESS EASEMENT) SCM #9 WOODFIELD DEAD END ROAD (82' PUBLIC ROW) Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.0 OVERALL SITE PLAN.dwg- Tuesday, May 11, 2021 10:21:35 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 OVERALL SITE PLANC2.0 GENERAL & SITE PLAN NOTES: 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS AND DETAILS. 2.BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON SURVEY BY BATEMAN AND WITHERSRAVENEL, INC. 3.WETLANDS AND RIPARIAN BUFFERS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL. 4.ALL ADJOINER ZONING INFORMATION IS TOWN OF HOLLY SPRINGS ZONING UNLESS NOTED OTHERWISE. 5.CONTRACTOR SHALL LOCATE ANY AND ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER IN WRITING OF ANY CONFLICTS WHICH MAY REQUIRE REVISION TO THESE PLANS. 6.EXISTING VISIBLE ABOVE-GROUND UTILITY INFORMATION BASED ON SURVEY BY WITHERSRAVENEL, INC. AND SUPPLEMENTED OUTSIDE OF THE PROJECT BOUNDARY BY GIS LIDAR. 7.DELINEATED WETLAND AND RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINED OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS AND NCDENR-DWQ. 8.THE RESTRICTIVE COVENANTS FOR THE SUBDIVISION SHALL BE RECORDED AT WAKE COUNTY REGISTER OF DEEDS PRIOR TO THE RECORDATION OF ANY LOTS. 9.CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN. ALL APPLICABLE FEES SHALL ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL ON A SECTION BY SECTION BASIS. 10.REGULATORY FEMA MAPPED FLOODPLAINS DO NOT EXIST ON THIS SITE PER FIRM 3720064800J, DATED MAY 2, 2006. 11.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER AREAS. 12.ALL ONSITE POWER LINES WILL BE PROVIDED UNDERGROUND TO DUKE ENERGY PROGRESS STANDARDS. 13.PARKS AND RECREATION FEE WILL BE FINALIZED PRIOR TO LOT RECORDING. 14.NO FILL MATERIAL MAY BE ADDED TO NRB ZONE 1 (INNER 30') AND NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS UNLESS SPECIFICALLY PERMITTED BY THE TOWN OF HOLLY SPRINGS AND/OR NCDWQ. 15.COMMON OPEN SPACE INCLUDING LANDSCAPE BUFFER AREAS SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION. 16.STREET LIGHTING SHALL BE REQUIRED FOR THIS PROJECT AND BE DESIGNED AND CONSTRUCTED WITHIN ACCORDANCE TO HOLLY SPRINGS AND DUKE ENERGY PROGRESS ENERGY POLICIES AND STANDARDS. ADJACENT ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO THE FIRST C.O. AND INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1 YEAR WARRANTY. 17.ALL RETAINING WALLS SHALL REQUIRE A BUILDING PERMIT. WALLS GREATER THAN 4' IN HEIGHT WILL REQUIRE ENGINEERING DESIGN APPROVAL AT CONSTRUCTION DRAWING REVIEW AS WELL AS A BUILDING PERMIT. NO UTILITIES SHALL CONFLICT WITH STRUCTURAL REINFORCEMENT OF THE WALL. 18.LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD-COORDINATED BY THE DEVELOPER TO ELIMINATE CONFLICTS. 19.INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST CO AND ALLADJACENT ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1-YEAR WARRANTY. 20.ALL NEW UTILITY LINES(POWER, CABLE, ETC.) MUST BE UNDERGROUND. TYPICAL BUILDING SETBACKS LEGEND VILLAGE SQUARE DISTRICT TOWN PARK NEIGHBORHOOD DISTRICT VILLAGE SQUARE DISTRICT NEIGHBORHOOD DISTRICT LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SECTION 1B SECTION 2 SECTION 3 SECTION 5 SECTION 4 FUTURE SECTION SECTION 1A DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 FM FM FM FM FM FM FM F M F M F M FMF M FMFMFMFMFMFMFMF M FMFMFMFMFMFMFMFMFM9 10 11 12 1 2 76 5,038 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 6,711 SF 6,204 SF 75 1 1 5 '50'1 1 5 '50'32'14'38'50'50'50'50'50'115'50'115'50'115'50'115'50'40'125'40'128'40'125'29'30'18'XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X10+0011+00PI: 1 0 + 0 0 . 0 0 PC : 1 1 + 0 8 . 4 2 10+0011+0012+0013+0014+00PI : 9 + 9 9 . 9 9 12'WOODFIELDDEAD END ROAD(82' PUBLIC ROW)CO-RL CO-RL CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C S R 1 1 5 4 W O O D S C R E E K R O A D 60' P U B L I C R / W ( D B . 9 2 6 4 P G . 2 9 5 )SECTION 1BPHASE 1APROPOSED BOC BY OTHERS BOC R=42.5' R/W R=30' BOC R=42.5' R/W R=30' BOC R=42.5' R/W R=30' BOC R=42.5' R/W R=30' 12' EXISTING EOP LANE WIDTH 12' EXISTING LANE WIDTH 82' R/W 47' B-B 120' E O P EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN PROPOSED TOWN PARK PROPERTY LINE PROPOSED CROSSWALK (TYP.) 18.5' 8' ROAD IMPROVEMENTS TO BE PART OF A SEPARATE PROJECT BY RKA 9' B-B 10' B-B PROPOSED STRIPING 12' EXISTING EOP LANE WIDTH 85' PROPOSED R/W 60' EXISTING R/W 60' EXISTING R/W PROPOSED 25' R/W DEDICATION 30' STREETSCAPE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) 60' EXISTING R/W PUD BOUNDARY 85' PROPOSED R/W 85' PROPOSED R/W BY OTHERS PROPOSED 5' SIDEWALK (TYP) 10' PROPOSED MEDIAN BOC R=7.5' EOP R=10' PROPOSED VARIABLE WIDTH UTILITY EASEMENT SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS #17-29-PSS TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 30' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR EXISTING BOUNDARY/WOODS CREEK ROAD CENTERLINE PROPOSED PUMP STATION PROPERTY LINE PROJECT LIMITS PROPOSED TOWN PARK PROPERTY LINE VARIABLE WIDTH DE EXISTING STREAM WETLANDS (TYP) BOC (TYP) R=28' EOP (TYP) R=30.5' 20' DE 21' B - B SEE ROADWAY SECTION "CROSS-SECTION E" ON SHEET C9.0 SEE ROADWAY SECTION "CROSS-SECTION G" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION B AND B1" ON SHEET C8.0 STREET C(55' PUBLIC ROW)ALLEY 5(25' ACCESS EASEMENT)ALL E Y 6 (25' A C C E S S EAS E M E N T ) 21' B-B 16' EOP15 x 281' SDT1 8 x 4 7 8 ' S D T 18 x 5 8 8 ' S D T 18 x 588' SDT 15 x 201' SDTS D T 5 8 8 ' S D T 4 7 8 '15 x 305' SDT20' DE DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 10+0 0 11+0 0PI: 10+00.00PI: 11+22.509+7510+0011+00PC: 1 1 + 1 3 . 7 2 L4C2L8L36C20L38 PROPOSED STREET LIGHT (TYP.)WO O D S C R E E K R O A D FM FM FM FM FM FM FM FM FM FM FM FM FM F M FM76 5,038 SF40'128'40'41'103'10+0011+0012+00PI: 1 0 + 0 0 . 0 0 PC : 1 1 + 0 8 . 4 2 WOODFIELDDEAD END ROAD(82' PUBLIC ROW)CO-RL CO-RL 30' STREETSCAPE BOC R=42.5' R/W R=30' BOC R=42.5' R/W R=30' 82' R/W 47' B-B PROPOSED CROSSWALK (TYP.) 18.5' 8' WOODS CREEK ROAD WIDENING AND UTILITIES WITH THIS PLAN END HERE TEMPORARY CONSTRUCTION EASEMENT SEE ROADWAY SECTION "CROSS-SECTION B AND B1" ON SHEET C8.0(25' ACCESS EASEMENT)15 x 281' SDT1 8 x 4 7 8 ' S D T 18 x 588' SDT 15 x 305' SDT10+0 09+7510+00PI: 10+00.00 L4C2PROPOSED STREET LIGHT (TYP.)SITE PLANSC2.1 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C2.12 FOR CONTINUATION SEE SHEET C2.2 FOR CONTINUATION SEE SHEET C2.11 FOR CONTINUATIONABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT SEE BELOW FOR CONTINUATIONLEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SEE SHEET C2.11 FOR CONTINUATION NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES SEE ABOVE FOR CONTINUATIONRevisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:26:10 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 CLUBHOUSE PLAYGROUND TERRACE T24.5'WWWWWWWWWW W W 26' FM FM FM FM FM FM FM F M G G G G G G G G G G G G G G G G G G G G G G G G G G G G 80 85 84 83 211 213 214 215 207 216 208 217 209 218 210 5,022 SF 4,996 SF 4,600 SF 4,600 SF 1,870 SF 4,269 SF 1,870 SF 1,870 SF 2,299 SF 1,870 SF 1,870 SF 1,870 SF 1,870 SF 2,295 SF 1,870 SF 15 16 9 17 10 18 11 19 12 20 13 22 14 49 4647 65 73 66 67 68 76 69 70 63 64 72 4,600 SF 4,600 SF 5,024 SF 4,600 SF 4,628 SF 4,600 SF 4,600 SF 5,038 SF 4,600 SF 4,600 SF 6,819 SF 4,550 SF 5,200 SF6,500 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 7,151 SF 5,750 SF 6,209 SF 5,750 SF 7,177 SF 5,750 SF 45 5,839 SF 5,669 SF 71 5,024 SF 79 4,568 SF 78 4,598 SF 81 4,598 SF 82 3,660 SF 212 2,423 SF 4,338 SF 77 6,500 SF 48 3,640 SF 50 2,860 SF 51 3,250 SF 52 6,281 SF 21 6,300 SF 74 6,204 SF 75 50'115'50'115'50'115'50'115'50'115'50'115'50'115'50'115'50'115'50'115'50'50'116'73'7'7'26'12' 115'60' 0 '48' 115'33'14' 14 '49'75'115'50'130'20' 39 '31'75'50'130'40' 40'130'50' 50'50'130'50'130'35'130'35'130'28' 28'130'22' 22'25'130'25'40'125'40'128'40'125'29'30'41'117'46'18'39'1'115'40'57'12'86' 2 8 '42'47'115'32'28'86' 12'40'115'40'40'115'40'115'40'115'40'40'115'40'40'115'40'115'40'115'40'20'39'86'15'30'86' 3 9 '20'115'32'14'3'37'112'40'41'103'40'115'40'115'40'40'40'115' 86' 3 9 '20'32'14'115'20'39'86'14'32'115'40'40'115'40'40'115'40'40'85'20'39'56'14'32'22'85'22'22'85'22'22'85'22'22'85'22'27'86'21'6'89'27'27'86' 85'39'14'56' 3 9 '27'22'85'22'22'85'22'22'85'22'22'85'22'27'85'27'85'7'53'39'12'22'22'29'29'29'29'29'26'39'85'16'26'85'85'29'29'85'85'85'29'29'85'85'29'22'22'37'85'85'85'62'36'3,206 SF 53 2,194 SF 54 2,463 SF 55 56 2,463 SF 2,463 SF 57 2,463 SF 58 2,463 SF 5959 1,868 SF 60 1,868 SF 61 3,008 SF 62 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00PI: 1 0 + 0 0 . 0 0 PC : 1 1 + 0 8 . 4 2 PC: 20+51.04 PT: 12+62.00 23+18.88 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 PC: 15+07.22 PC: 17+89.14 PT: 16+56.45 PT: 19+10.22 26+0027+0028+0029+0030+0031+00PC: 24+83.96 PC: 30+64.95 PC: 28+22.70 PC: 2 6 + 4 2. 8 2 PT: 28+80.06 PT: 27+17.3319+07.8517+0018+0019+0010+0011+0012+0013+00 20' REAR SETBACK (TYP) 5' FRONT SETBACK (TYP) 15' MAX SIDE SETBACK (TYP)WOODFIELDDEAD END ROAD(82' PUBLIC ROW)CA-RL FR-RL CL-2C DE-FL FA-RL FA-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CO-RL CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CO-RL CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C 3' SIDE SETBACK (TYP) 8' SIDE SETBACK (TYP) 10' FRONT SETBACK (TYP) 3' SIDE SETBACK (TYP) 125' ST-2C CL-2C CL-2C ST-2C COTTAGE FR-RL 8' SIDE SETBACK (TYP) SECTION 1 A SECTION 1B SECTION 3 SECTION 1BPHASE 1AWETLANDS (TYP) TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER 30' STREETSCAPE PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS BOC R=42.5' R/W R=30' PROPOSED 5' SIDEWALK (TYP) 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 BOC (TYP) R=25' R/W (TYP) R=25' PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) BOC R=42.5' R/W R=30' PROPOSED 5' BIKE LANE (TYP.) PARKING (TYP.) 82' R/W 82' R/W 55' R/W 47' B-B 39' B-B 82' R/W 55' R/W 31' B-B 51' R/W 27' B-B 47' B-B 31' B-B 25' ACCESS EASEMENT 120' E O P 25' ACCESS EASEMENT EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN VILLAGE SQUARE / NEIGHBORHOOD DISTRICT CENTER DIVIDING BOUNDARY LINE PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) PROPOSED TOWN PARK PROPERTY LINE PROPOSED CROSSWALK (TYP.) 18.5' PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) 8' 51' R/W 27' B-B PDE DE 150' 125' FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) FUTURE PHASE BOC (TYP) R=25' R/W (TYP) R=25' PROPOSED 5' BIKE LANE (TYP.) BOC (TYP) R=25' R/W (TYP) R=25' BOC (TYP) R=25' EOP (TYP) R=27.5' BOC (TYP) R=25' R/W (TYP) R=25' FUTURE AMENITY SITE R/W (TYP) R=25' BOC (TYP) R=25'BOC (TYP) R=25' R/W (TYP) R=25' BOC (TYP) R=25' DE POCKET PARK 1 PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) SEE SHEET C2.13 FOR DETAILED INFORMATION ON POCKET PARK 1 POCKET PARK MAY CONSIST OF, BUT NOT LIMITED TO, THE FOLLOWING ELEMENTS: -BENCHES -PICNIC TABLES 10' ASPHALT MULTI-USE TRAIL (TYP) 20' MULTI-USE TRAIL EASEMENT (TYP) PHASE ONE TRAIL ENDS HERE DE PDE 20' DE PDE 20' PDE 20' DE 125' LE (TYP) PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) LE (TYP) FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR BOC (TYP) R=25' 21' B-B 16' EOP 21' B-B 16' EOP PROPOSED TOWN PARK PROPERTY LINE PROPOSED TOWN PARK PROPERTY LINE PROPOSED TOWN PARK PROPERTY LINE 20' DE BOC (TYP) R=28' EOP (TYP) R=30.5' PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP)PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) 25' DRIVEWAY MIN. (TYP) 21' B - B SEE ROADWAY SECTION "CROSS-SECTION G" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION B AND B1" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION F" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION G" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION E" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION G" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION C" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION B1" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION E" ON SHEET C8.0 SEE ROADWAY SECTION "CROSS-SECTION G" ON SHEET C8.0 21' B-B 16' EOP 21' B-B 16' EOP 21' B-B 16' EOP 21' B-B 16' EOP SEE ROADWAY SECTION "CROSS-SECTION F" ON SHEET C8.0 BOC (TYP) R=25' STREET K STREET F (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET F (55' PUBLIC R O W )ALLEY 5(25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)ALLEY 9(25' ACCESS EASEMENT)ALLEY 9(25' ACCESS EASEMENT)ALLEY 10 (25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)STREET F (55' PUBLIC ROW) STREET F (55' PUBLIC ROW)ALLEY 8(25' ACCESS EASEMENT)ALLEY 4(25' ACCESS EASEMENT)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)STREET C(55' PUBLIC ROW)ALL E Y 6 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) RETAINING WALL #10 WITH SAFETY RAILINGS PDE 21' B-B 16' EOP STREET K 51' PUBLIC R/W R=35.5'15 x 281' SDT15 x 281' SDT15 x 287' SDT15 x 287' SDT15 x 331' SDT15 x 331' SDT15 x 287' SDT 15 x 287' SDT15 x 332' SDT 18 x 588' SDT 15 x 287' SDT15 x 287' SDT 15 x 287' SDT 15 x 331' SDT 15 x 287' SDT 15 x 331' SDT 15 x 331' S D T 15 x 331' S D T 15 x 287' SDT 15 x 401' SDT15 x 287' SDT 15 x 331' SDT 15 x 287' SDT 15 x 331' SDT 15 x 201' SDT15 x 201' SDT15 x 305' SDT15 x 331' SDT15 x 331' SDT TOP OF BANK 15 x 305' SDTEND OF ROAD BARRICADE END OF ROAD BARRICADE END OF ROAD BARRICADE BOC R=25' BOC R=25'BOC R=25'BOC R=25' BOC R=25' BOC R=25' BOC R=25' BOC R=25' LE (TYP) 128' 20' PDE DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 20' PDEWOODFIELD DEAD END ROAD(82' PUBLIC ROW)10+0011+0012+00PC: 12+05.27 10+0 0 11+0 0PI: 10+00.00PI: 11+22.5010+0011+0011+50.269+7510+0011+0012+0013+0013+22.02PI: 10+00.00 PI: 12+97.02 10+0011+0012+00 13+00 14+00 14+57.50 PC: 10+87.43 18+73.7210+0011+0012+0013+0014+0015+0016+0017+0018+00PC: 1 1 + 1 3 . 7 2 PT: 11+64.81 L4C2L5L10C8L11C9L1210+0011+0012+0013+0014+0015+00 16+00 PI: 13+89.27PC: 15+40.55PT: 15+63.88L18 C13 L19 C14 L20 L21L22 L33L36C20L37L38L40L41 L42C21 L43 SECTION 1ASECTION 1BSECTION 1B PROPOSED STREET LIGHT (TYP.) PROPOSED LIGHT POLE (TYP) GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:26:26 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.2 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C2.1 FOR CONTINUATION SEE SHEET C2.3 FOR CONTINUATION SEE SHEET C2.6 FOR CONTINUATION SEE SHEET C2.10 FOR CONTINUATIONLEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT SR 1154 - WO O D S C R E E K R O A D (EXISTING 60' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 CLUBHOUSE KIOSKPOOL HOUSE/BATHROOMSSAND VOLLEYBALL PLAYGROUND PLAY LAWN POOL, 2,921 SF TERRACE TPROJECT LIMITS XXXXXX XXXXXX XXXXXXX XXXXXXXXXXXX X XXXXXXXXX X X X X X X X XNATURAL AREA WWWW WWWWWWWW W W W W W W W W W W TPTP TP TPTPTPTPTP25.999' PC: 14+93.07 PT : 1 2 + 5 2 . 7 1 PT: 16+66.02 219 235 211 220 236 221 229 237 197 214 222 230 238 198 215 223 231 199 207 216 232 200 208 217 233 201 209 218 226 234 210 227 2,322 SF 1,979 SF 1,923 SF 1,985 SF 1,957 SF 2,295 SF 2,439 SF 2,295 SF 1,870 SF 1,986 SF 1,870 SF 2,317 SF 1,870 SF 1,870 SF 2,010 SF 1,870 SF 1,870 SF 2,299 SF 1,870 SF 1,870 SF 1,870 SF 1,870 SF 1,870 SF 2,297 SF 1,871 SF 1,870 SF 2,295 SF 1,870 SF 2,413 SF 1,870 SF 1,870 SF 2,423 SF 206 1,989 SF 205 1,996 SF 204 2,542 SF 203 2,295 SF 196 1,870 SF 195 1,870 SF 194 1,871 SF 193 2,329 SF 192 2,449 SF 191 190 1,993 SF 189 2,309 SF 187 1,870 SF 186 1,870 SF 2,429 SF 188 1,998 SF 2,196 SF1,601 SF 202 2,320 SF 2,587 SF 224 2,196 SF 2,382 SF 225 2,295 SF 228 85'22'85'22'22'85'22'22'85'22'27'86'21'6'89'27'90'27'22'91'22'22'91'22'28'91'28'87'27'85'27'22'85'11'11'22'85'22'22'85'22'22'85'22'27'85'27'27'85'27'85'22'85'22'22'85'22'14'85'22'8'27'88'27'27'91'27'90'22'91'22'22'90'22'27'89'27'86'27'85'27'22'3'19'85'27'27'87'27'89'27'90'22'22'90'22'22'90'27'27'90' 85'11'16'85'27'85'22'22'85'22'22'85'22'22'85'27'27'85'27'85'27'85'22'22'85'22'22'85'28'9'19'27'86'27'87'22'2'20'88'22'22'90'22'22'91'22'22'92'29'29'93'22'85'22'22'85'22'22'85'22'22'85'22'27'85'27'26'19'19'26'26' 11 9 '50'11 0 ' 12 0 '50'12 0 '50'12 0 '50'12 0 '50'12 0 '50'245 244 243 242 241 246 6,000 SF 6,000 SF 6,000 SF 5,991 SF 5,757 SF 6,000 SF WOODFIELD DEAD END ROAD (82' PUBLIC ROW)20+0021+0022+0023+0024+0025+0026+0027+00PC: 20+51.04 PC: 24+62.12 PT : 2 2 + 2 1 . 7 2 PT: 26+32.91 PC: 17+89.1411+0012+0013+0014+0015+0016+0017+0018+00PC: 14+93.07 PT : 1 2 + 5 2 . 7 1 PT: 16+66.02 10' FRONT SETBACK (TYP) 5' FRONT SETBACK (TYP) 20'REAR SETBACK (TYP) FA-RL FA-RL FA-RL FA-RL FA-RL FA-RL FA-RL FA-RL FA-RL FA-RL FA-RL FA-RL CL-2C CL-2C CL-2C CL-2C CL-2C 3' SIDE SETBACK (TYP) 10' FRONT SETBACK (TYP) 3' SIDE SETBACK (TYP) 20' REAR SETBACK (TYP) 3' SIDE SETBACK (TYP) 5' FRONT SETBACK (TYP)SECTION1BSECTION 2SECTION 1BCL-2C TOP OF BANK PROPOSED 5' SIDEWALK (TYP) PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) PROPOSED 5' BIKE LANE (TYP.) PARKING (TYP.) 2.5' VALLEY CURB (TYP) '30 VALLEY CURB 21' B-B 55' R/W 31' B-B 55' R/W PROPOSED 5' SIDEWALK (TYP) PROJECT LIMITS 20' PDE 20' PDE VILLAGE SQUARE / NEIGHBORHOOD DISTRICT CENTER DIVIDING BOUNDARY LINE PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) 18.5' 8' 18.5' 8' PROJECT LIMITS FUTURE AMENITY SITE FUTURE AMENITY SITE FUTURE PHASE PROPOSED 5' SIDEWALK (TYP) BOOK NOOK POCKET PARK (SEE SHEET 2.13) PDE 20' PDE VARIABLE WIDTH DE 10' SIDEWALK EASEMENT 10' SIDEWALK EASEMENT TYPE I NCDOT ALTERNATE RAMP 5' SIDEWALK EASEMENT RETAINING WALL #6 WITH SAFETY RAILINGS 20' DE 82' R/W 39' B-B SEE ROADWAY SECTION "CROSS-SECTION F" ON SHEET C8.0 30' HOLLY SPRINGS CAPE FEAR BUFFER 18.7' 8' 20' 11' BOC (TYP) R=25' BOC (TYP) R=25' 25' MIN DRIVEWAY (TYP)STREET G(55' PUBLIC ROW)(25' ACCESS EASEMENT)ALLEY 4(25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)WOODFIELD DEAD ENDROAD(82' PUBLIC ROW)ALLEY 3 (25' ACCESS EASEMENT) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) VARIABLE WIDTH PUE PROPOSED LIGHT POLE (TYP) PROPOSED LIGHT POLE (TYP) 16' EOP 21' B-B 10' RETAINING WALL EASEMENT 15 x 331' SDT15 x 287' SDT15 x 331' SDT30' PUE END OF ROAD BARRICADE END OF ROAD BARRICADE 20' PDE VARIABLE WIDTH PUE 30' PDE 10+00 11+00 12+00 11+0012+0013+0014+0015+0016+0017+0018+00PC: 12+05.27 PC: 16+16.34 PT : 1 3 + 7 5 . 9 6 PT: 17+87.12 C3L6C4L22C15L23C16L33C18L34C19Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:26:40 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.3 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C2.2 FOR CONTINUATION SEE SHEET C2.4 FOR CONTINUATION SEE SHEET C2.6 FOR CONTINUATIONLEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 PC: 10+84.20 133 127128129130 376379380377378381384385382383386389387388 236 237 238 239 240 1,601 SF 2,465 SF1,870 SF1,870 SF 1,596 SF 1,870 SF 2,435 SF2,435 SF3,615 SF 2,435 SF2,435 SF3,615 SF2,435 SF3,615 SF 2,435 SF2,435 SF3,615 SF2,435 SF 2,435 SF2,435 SF 2,439 SF 2,317 SF 1,870 SF 3,420 SF 392 393 394 395 396 1,591 SF 1,590 SF 1,591 SF 1,590 SF 2,014 SF 398 399 400 401 402 1,590 SF 1,591 SF 1,590 SF 1,591 SF 2,013 SF 407406405404 1,590 SF1,590 SF1,590 SF1,591 SF 2,309 SF 187 1,870 SF 186 1,870 SF 185 3,661 SF 184 2,429 SF 188 1,836 SF 412 1,822 SF 411 1,809 SF 410 4,482 SF 375 2,543 SF 331 1,592 SF 333 1,592 SF 334 2,184 SF 335 2,196 SF 135 1,601 SF 134 2,196 SF 132 2,012 SF 403 3,519 SF 408 2,196 SF 136 2,456 SF 131 2,229 SF 3361,592 SF 332 2,347 SF1,855 SF1,855 SF1,855 SF2,348 SF2,348 SF 414416417419420421 OPEN SPACE OPEN SPACE 3,836 SF 390 3,680 SF 391 2,013 SF 397 4,792 SF 409 1,849 SF 413 2,348 SF 415 1,855 SF 4183,314 SF 426 1,855 SF 425 1,855 SF 424 1,855 SF 423 1,855 SF 422 27'89' 86'27'85'27'22'3'19'85'22'22'85'8'36'10'1'16'28' 6 2 ' 40' 1 6 '1'10'30'85'19'40'14'22'85'8'27'27'87'22'90'27'27'90'111'35'111'35' 22'111'22' 22'111'22' 22'111'22' 33'111'33'111'33'111'33' 22'111'22' 22'111'22' 22'111'22' 33'111'33'111'33'111'33' 22'111'22' 22'111'22' 22'111'22' 22'111'22' 40'35'50'39'17' 20' 3 9 '49'4'13'10'29'84'19' 19'84'19' 19'84'19' 19'84'84'24'84'24' 24'84'24'84'84'19' 19' 19' 19'84'19' 19'84'19' 19'84'19' 19'24'84'24'24'84'24'84'84'19' 19' 19' 19'84'19'84'19'84'19' 19'36'39'22' 33'10'1' 2 0 ' 12'39'51'20'1'10'23'99'19' 19'99'19' 19'99'19' 19'99'19' 19'99'24' 24'99'24'99'24'99'19' 19'99'19' 19'99'19' 19'99'19' 19'99'24' 24'99'24'99'24'99'18'0' 19'98'19' 19'97'19' 19'96'19' 19'96'44'61'17' 39'10'11'6'85'29'85'29'85'22' 22'85'22' 22'85'22' 22'16'14'83'29' 25'85'26'85'1'19'85'19' 19'85'19' 26'85'26' 26'85'26'85'9'85'17'10'13'4'49'39'85'19' 19'85'19' 19'85'19' 19'26'85'26'85'26'85'26' 329 328 327 326 3252,429 SF 2,428 SF 2,428 SF 2,427 SF 3,419 SF 38'110'11' 4 0 '50'35'22'110'22' 22'110'22' 22'110'22' 22'110'22'110'31' 31' 3,867 SF 330 11 9 '50'11 0 '50'241 5,757 SF 10+00 11+00 12+0010+00 11+0012+00 13+00 14+00 15+00 PI: 15+50.8827+0028+0029+0030+0031+0032+00PC: 31+59.91 PT: 26+32.91 PT: 32+5 4 . 1 3 10+0011+00PC: 10+84.20 10+00 11+00 12+0010+00 11+00 12+00 13+00 14+00 15+00 20' REAR SETBACK (TYP) 20' REAR SETBACK (TYP) 20' FRONT SETBACK (TYP) 3' SIDE SETBACK (TYP) 20' FRONT SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 8' SIDE SETBACK (TYP) 5' FRONT SETBACK (TYP) 20'REAR SETBACK (TYP) DE-FL DE-FL DE-FL ST-FL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL FA-RL FA-RL FA-RL CL-2C 15' MAX SIDE SETBACK (TYP) 3' SIDE SETBACK (TYP)3' SIDE SETBACK (TYP) 8' SIDE SETBACK (TYP) 20' REAR SETBACK (TYP) 20' FRONT SETBACK (TYP)SECTION 4SECTION 5SECTION 5 SECTION 3 SECTION 2SECTION 1BSECTION 3SECTION 1BSECTION 4 SECTION 2 TOP OF BANK BOC (TYP) R=25' R/W (TYP) R=25' PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) 34' B-B 15' B-B BOC (TYP) R=25' R/W (TYP) R=25' BOC (TYP) R=60' R/W (TYP) R=46' EXISTING EOP TIE TO EXISTING ROAD 2.5' VALLEY CURB (TYP) 2.5' VALLEY CURB (TYP) 2.5' VALLEY CURB (TYP) R/W 39' B-B 55' R/W 55' R/W 51' R/W 55' R/W 23' B-B 16' EOP B-B 21' B-B 55' R/W 31' B-B 21' B-B 31' B-B 27' B-B BOC (TYP) R=60' R/W (TYP) R=46' 31' B-B PROPOSED 5' BIKE LANE (TYP.) 20' PDE 20' PDE 20' PDE PROJECT LIMITS 18.5'8' PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) FUTURE PHASE 30' PERIMETER LANDSCAPE SCREEN R/W (TYP) R=25' BOC (TYP) R=25' R/W (TYP) R=25' BOC (TYP) R=25' R/W (TYP) R=25' VILLAGE SQUARE/NEIGHBORHOOD DISTRICT CENTER DIVIDING BOUNDARY LINE 34' EOP -EOPBOC R=18.5' EOP R=20' 17' EOP 17' EOP 17' EOP 17' EOP 17' EOP 17' EOP BOC (TYP) R=25' BOC (TYP) R=25' R/W (TYP) R=25'STREET L(55' PUBLIC ROW)PDE PDE PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) DE BOC (TYP) R=60' R/W R=40' LE (TYP) RETAINING WALL #6 WITH SAFETY RAILINGS 82' R/W BOC (TYP) R=25' BOC (TYP) R=25' BOC (TYP) R=25' 25' MIN DRIVEWAY (TYP) 20' PDE20' PDE RETAINING WALL #7 WITH SAFETY RAILINGS CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET D (55' PUBLIC ROW) STREET D (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT)WOODFIELD DEADEND ROAD(82' PUBLIC ROW)ALLEY 3 (25' ACCESS EASEMENT) 12' EOP PROPOSED ROUNDABOUT SEE SHEET C8.1 DETAIL HS313 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) PROPOSED CROSSWALK (TYP.) BOC (TYP) R=25' BOC (TYP) R=25' BOC (TYP) R=25' BOC (TYP) R=25' BOC (TYP) R=60' R/W (TYP) R=40' BOC (TYP) R=25' PROPOSED LIGHT POLE (TYP) BOC (TYP) R=25' R/W (TYP) R=25' CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) 10' RETAINING WALL EASEMENT 10' RETAINING WALL EASEMENT 15 x 331' SDT 15 x 287' SDT 15 x 331' SDT 15 x 437' SDT15 x 113 ' SDT15 x 122' SDT15 x 331' SDT 15 x 287' SDT 15 x 331' SDT 15 x 287' SDT15 x 331' SDT15 x 287' SDT15 x 419' SDT15 x 287' SDT15 x 331' SDT15 x 287' SDT 15 x 331' SDT 15 x 331' SDTEND OF ROAD BARRICADE END OF ROAD BARRICADE RETAINING WALL #12 WITH SAFETY RAILS 20' PDE VARIABLE WIDTH PUE VPDE VPDE 10+0011+0012+0012+66.9710+00 11+00 12+00 10+00 11+00 12+0019+07.8518+0019+00PT: 17+87.12 L3 L7C5L17 C16L24L26L35SECTION 2SECTION 1BSECTION 2 SECTION 1B SECTION 315' MAX FRONT SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:26:55 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.4 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C2.3 FOR CONTINUATION SEE SHEET C2.5 FOR CONTINUATIONLEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 144 161 139 162 104 105 106 100 101 102 103 97 98 99 107 111 110 112 358 127 359 128 360 113 129 116 348 364 117 349 365 118 350 366 119 367 368 337 345 353 361 114 338 346 354 362 355 121 340 356 125 341 342 1,601 SF 1,601 SF 1,601 SF 2,465 SF 1,870 SF 1,870 SF 2,465 SF 1,870 SF 1,870 SF 2,465 SF 1,870 SF 1,870 SF 2,465 SF 1,883 SF 1,887 SF 1,934 SF 1,871 SF 1,611 SF 2,465 SF 1,612 SF 1,870 SF 1,612 SF 1,870 SF 1,870 SF 1,870 SF 2,201 SF 1,615 SF 1,870 SF 1,605 SF 1,616 SF 1,870 SF 1,605 SF 1,616 SF 1,870 SF 1,617 SF 2,218 SF 1,596 SF 1,602 SF 2,205 SF 1,613 SF 2,465 SF 1,596 SF 1,603 SF 1,608 SF 2,213 SF 1,609 SF 3,064 SF 2,233 SF 2,756 SF 1,870 SF 1,599 SF 1,599 SF 2,817 SF 357 1,592 SF 2,184 SF 335 2,743 SF 344 2,465 SF 126 3,064 SF 120 2,465 SF 115 2,675 SF 109 2,733 SF 108 2,238 SF 160 1,664 SF 1581,675 SF 1571,681 SF 1561,682 SF 1552,301 SF 1542,197 SF 153 1,601 SF 152 1,601 SF 151 1,601 SF 150 2,196 SF 148 1,601 SF 1491,601 SF 146 1,601 SF 145 1,601 SF 143 2,196 SF 142 2,196 SF 141 1,601 SF 1402,196 SF 135 1,601 SF 134 2,258 SF 159 2,196 SF 136 1,601 SF 137 1,601 SF 138 2,196 SF 147 2,229 SF 336 2,149 SF 339 2,215 SF 363 3,018 SF 296 2,290 SF 297 2,290 SF 298 3,020 SF 299 3,021 SF 300 2,292 SF 301 2,292 SF 302 2,293 SF 303 3,693 SF 304 1,870 SF 124 1,870 SF 123 1,870 SF 122 2,762 SF 343 2,199 SF 347 1,606 SF 351 2,204 SF 352 22'85'22'85'22' 22'85'29' 29'85'29'85'29'85'22' 22'85'22' 22'85'29' 29'85'29'85'29'85'22' 22'85'22' 14' 8' 22'86'22' 31' 31'90'3'95'30'89'26' 22'87'22'85'22' 22'85'22' 11'11'85'22' 22'85'29' 29'85'29'85'29'85'22' 22'85'22' 22'85'22' 22'85'22' 22'12'55'28'19' 34'28'56'12'34'85'19'85'22' 22'85'22' 22'85'22' 22'85'22' 22'85'29' 29'85'29'85'29'85'22' 22'85'22' 22' 19'85'19' 26'85'26' 26'85'26'85'19'85'19' 19'85'19' 19'85'19' 19'85'19' 26'85'26' 26'85'26'85'19'85'19' 19'85'19' 19'85'19' 19'85'19' 26'85'26' 26'85'26'85'19'85'19' 19'85'19' 19'85'19' 19'85'19' 26'85'11'14' 26'89'26'89'19'89'19' 19'89'19' 19'89'19' 19'88'19' 11'87'26' 16' 26'85'85'19' 19' 19' 19' 26' 14'75'104'24'22'104'22'104'22'104'29'104'29'104'104'22'104'22'104'29'104'29'104'29'104'22' 22'104'22' 22'104'29' 29'104'29'104'29'104'22' 22'104'22' 22'104'22' 22'104'24' 12'39'75'14'86'26'86'26'86'19' 19'86'19' 19'86'19' 19'86'19' 19'86'26' 26'86'86'26'86'26'86'19' 19'86'19' 19'86'19' 19'86'19' 19'6'33' 16' 2 8 '62'28'15'85'33'5'62'19'85'19' 19'85'19'85'26' 26' 26'85'26'85'19' 19'85'19' 19'85'19' 19'85'26' 26'85'85'26'85'26'19'85'19' 19'85'19' 2 8 '62'5'33' 15'85'19'26'85'26'85'26'85'26'85'19' 19'85'19' 19'25'85'25'85'26'85'26'85'19' 19'85'19' 19'28'15' 33'5'62'31'110'31'110'22' 22'110'22' 22'110'31' 31'110'31'110'31'110'22' 22'110'22' 22'110'31' 31'110'31'110'31'110'22' 22'110'22' 22'110'22' 22'110'31' 31'110'322 314 321 313 320 312 327 319 310 326 318 325 317 324 316 308 323 315 307 2,423 SF 2,416 SF 3,413 SF 2,415 SF 3,397 SF 3,402 SF 2,428 SF 2,420 SF 2,420 SF 2,427 SF 2,420 SF 3,419 SF 3,408 SF 3,417 SF 3,406 SF 3,410 SF 2,424 SF 2,417 SF 2,420 SF 110'22'110'22' 22'110'22'110'31' 31'110'31'110'31'22'22'110'22'110'31'110'31'110'22'22'15'39'85'40'311 309 4,226 SF 3,410 SF 12+00 13+00 14+00 15+00 16+00 17+00 18+ 0 0 19+ 0 0 20+ 0 0PC: 16+16.56PT: 17+62.0812+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 10+0011+0012+0013+00PI: 10+84.33 PI: 11+81.89 5' SIDE SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 20' FRONT SETBACK (TYP) 15' SIDE SETBACK (TYP) 5' SIDE SETBACK (TYP) 20' FRONT SETBACK (TYP) 5' SIDE SETBACK (TYP) ST-FL ST-FL ST-FL ST-FL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL CA-RL FA-RL FA-RL FA-RL FA-RL FA-RL FA-RL FA-RL EM-FL 15' MAX FRONT SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) 5' SIDE SETBACK (TYP) 15' MAX SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) SECTION 4 SECTION 2 WETLANDS (TYP) PROPOSED 5' BIKE LANE (TYP.) 2.5' VALLEY CURB (TYP) ON-STREET PARKING (TYP) 19' (TYP) 12' (TY P ) ST D 2 . 5 ' C U R B & G U T T E R 2.5' VALLEY CURB (TYP) 2.5' VALLEY CURB (TYP) 30" VALLEY CURB VALLEY CURB 82' R/W 55' B-B 55' R/W 55' R/W 55' R/W 21' B-B 21' B-B 16' EOP 16' EOP 51' R/W 27' B-B 31' B-B 31' B-B 31' B-B BOC (TYP) R=20' EOP (TYP) R=22.5' R/W (TYP) R=25' BOC (TYP) R=25' PROPOSED PRIVATE 5' SIDEWALK (TYP) 18.5' (TYP.) 8' (TYP.) 18.5' (TYP.) 8' (TYP.) 24' EOP 29' B-B 37' ESMT 16' EOP 16' EOP 24' EOP 29' B-B 45' ESMT 30" STD CURB & GUTTER 30" STD CURB & GUTTER 30" VALLEY CURB 5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK 16' EOP 16' EOP BOC R=5.5' 25' ACCESS EASEMENT 21' B-B 16' EOP BOC (TYP) R=25' BOC (TYP) R=20' BOC (TYP) R=25' 18.5'8' 18.5'8' VWDE 8'18.5' SEE SHEET C2.13 FOR DETAILED INFORMATION ON POCKET PARK 2 30' PERIMETER LANDSCAPE SCREEN 18.5' (TYP.)8' (TYP.) BOC (TYP) R=25' R/W (TYP) R=25' BOC (TYP) R=25' 12' (TYP) PR O P O S E D H I G H VISI B I L I T Y C R O S S W A L K (TY P . ) PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) VWDE PR O P O S E D 5' B I K E L A N E ( T Y P . ) 15' SIDEWALK EASEMENT 37' ESMT 15' SIDEWALK EASEMENT 20' PDE STD 2.5' VALLEY CURB PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) ONE-WAY MUTCD R6-2R LE (TYP) LE (TYP) PDE 21' B-B 16' EOP STREET M(51' PUBLIC ROW)AL L E Y 7 (V A R I A B L E W I D T H A C C E S S E A S E M E N T ) STREET D (55' PUBLIC ROW) (37' ACCESS EASEMENT) ALLEY 11 (25' ACCESS EASEMENT) CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW)ALLEY 2(25' ACCESS EASEMENT)STREET D (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT) CA R O L I N A S P R I N G S B O U L E V A R D (82' P U B L I C R O W ) ALLEY 3 (25' ACCESS EASEMENT) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) BOC (TYP) R=20' BOC (TYP) R=20' RETAINING WALL #9 CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) 20' PDE 15 x 3 3 1 ' S D T 15 x 3 3 1 ' S D T 15 x 331' SDT 15 x 287' SDT 15 x 3 8 2 ' S D T 15 x 331' SDT 15 x 287' SDT 15 x 287' SDT 15 x 331' SDT 15 x 287' SDT 15 x 141' SDT15 x 331' SDT 20' PDE VWDE 20' DE ON-STREET PARKING (TYP) 30' PUE 10+0011+0012+0012+67.5012+00 13+00 14+00 15+00 16+00 17+00 17+51.46 12+00 13+00 14+00 15+00 16+00 17+ 0 0PC: 15+81.91PT: 17+27.4412+ 0 0 13+ 0 0 14+ 0 0 14+ 5 8 . 8 8 10+00 11+00 12+00 12+00 13+00 14+0014+26.73 12+ 0 0 13+ 0 0 14+ 0 0 14+ 5 8 . 8 8 C1 L2 L1 L16 L27L29L30 L31 C17 L44 L45 L46 EM-FL EM-FL PROPOSED STREET LIGHT (TYP) Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:27:11 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.5 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C2.6 FOR CONTINUATIONSEE SHEET C2.4 FOR CONTINUATIONSEE SHEET C2.8 FOR CONTINUATIONSEE SHEET C2.7 FOR CONTINUATION LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 SAND VOLLEYBALL PLAY LAWN 24.5' PROJECT LIMITS XXXXWWWWWWWWWWWWTP TPTPTPTP26' POND 166 167 168 161 162 170 163 166 167 168 161 162 170 163 166 167 168 161 162 170 163 2,238 SF 1,601 SF 1,601 SF 1,601 SF 1,601 SF 1,601 SF 1,601 SF 2,597 SF171 171 1,601 SF169 169 2,196 SF165 165 1,601 SF164 164 2,238 SF160 160 1,664 SF158 1581,675 SF 2,258 SF 159 159 22' 22' 22' 29' 19'26'26'19'19'19'19'26'26'19'19'19'19'26'26'19'19'19'19'11'14'89'26'89'19'89'19'89'19'88'19'87'26' 26'85'26'85'19'85'19' 19'85'19' 19'85'19' 19'85'19' 26'85'26' 26'85'26'85'19'85'19' 19'85'19' 19'85'19' 19'85'19'56'14' 19' 7'39'1 1 4 ' 1 1 4 '40'1 1 4 '40'1 1 4 '40'86 87 88 89 86 87 88 89 4,560 SF 4,560 SF 4,560 SF 5,105 SF 40'40'40'34'2'36'17'85'7'53'39'12'22'22'29'29'29'29'29'26'39'85'16'26'85'85'29'29'85'85'85'29'29'85'85'29'22'22'37'85'85'85'62'36'3,206 SF 53 53 2,194 SF 54 54 2,463 SF 55 55 56 2,463 SF56 2,463 SF 57 57 2,463 SF 58 58 2,463 SF 5959 59 1,868 SF 60 60 1,868 SF 61 61 3,008 SF 62 6285'26'85'26' 19' 19'85'19' 19'85'85'19' 19' 19'85'19' 26' 26'85'85'26'85'26' 19' 19'85'19' 19'85'85'19' 19' 19'85'19' 180 182 181 179 172 174 176 175 173 180 182 181 179 172 174 176 175 173 180 182 181 179 172 174 176 175 173 1,600 SF 1,600 SF 1,600 SF 1,600 SF 2,196 SF 1,601 SF 1,601 SF 1,601 SF 1,601 SF 26' 1 9 ' 26' 2,196 SF177 177 2,196 SF178 178 2,194 SF183 183 35'47'19+ 0 0 20+ 0 0 23+18.88 18+00 19+00 20+00 21+00 22+00 23+00 PC: 17+89.14 PT: 19+10.22 30+0031+0032+0033+0034+0035+00PC: 30+64.95 PC: 34+11.25 P T : 3 2 + 5 3 . 4 2 PT: 34+88.24 15' MAX SIDE SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) CA-RL FR-RL CA-RL CA-RL 15' MAX FRONT SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) 5' SIDE SETBACK (TYP) FR-RLPHASE 2 20' POND BUFFER EXISTING POND TO REMAIN WETLANDS (TYP) SCM 8 WET DETENTION POND PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) 20' SCMMAE WETLANDS (TYP) PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) STD 2.5' CURB & GUTTER VALLEY CURB 2.5' VALLEY CURB (TYP)82'R/W39'B-BB-B 21' B-B 16' EOP 30' DE 20' SCMMAE PDE PDE 20' PUE FUTURE AMENITY SITE FUTURE AMENITY SITE R/W (TYP) R=25' 20' PUE BOC (TYP) R=25' 15' SIDEWALK EASEMENT 20' DE 20' DE 20' DE 5' SIDEWALK EASEMENT 20' PUE LE (TYP) LE (TYP) RETAINING WALL #4 WITH SAFETY RAILINGS RETAINING WALL #8 WITH SAFETY RAILS RETAINING WALL #3 WITH SAFETY RAILINGS BOC (TYP) R=25' 20' DE 25' DRIVEWAY MIN. (TYP)BOC (TYP) R=25' BOC (TYP) R=25' ALLEY 10 (25' ACCESS EASEMENT)STREET C (55' PUBLI C R O W)STREET C(55' PUBLIC ROW)AL L E Y 3 (25' A C C E S S E A S E M E N T ) ALLEY 3 (25' ACCESS EASEMENT) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) RETAINING WALL #5 WITH SAFETY RAILS BACKWATER EASEMENT PROPOSED LIGHT POLE (TYP) PDE R=35.5' 10' RETAINING WALL EASEMENT 20' DE 15 x 287' SDT15 x 3 3 1 ' S D T 15 x 3 3 1 ' S D T 15 x 3 8 2 ' S D T 15 x 331' S D T 15 x 287' SDT 15 x 331' SDT15 x 362' SDT15 x 322' SDT15 x 401' SDTFEMA 100 YEAR FLOODPLAIN RETAINING WALL #11 WITH SAFETY RAILS BOC R=25' BOC R=25'BOC R=25'BOC R=25' LE (TYP) 128' 30' PUE 30' PUE DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 12+00 13+00 14+00 15+00 16+00 17+ 0 0 18+ 0 0 19+ 0 0 20+ 0 0 20+ 4 3 . 2 2PC: 15+81.91PT: 17+27.4410+0011+0012+00 13+00 14+00 14+57.50 PC: 10+87.43 PT: 11+43.19 L2 L12C10L13C11C14 L20 L31 C17 L32 L42C21 L43 S.C.M #8 127.801' PDE 20' PDE GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 6 STEPS WITH HANDRAIL DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:27:25 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.6 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C2.2 FOR CONTINUATIONSEE SHEET C2.3FOR CONTINUATIONSEE SHEET C2.9 FOR CONTINUATIONSEE SHEET C2.5 FOR CONTINUATION LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SEE SHEET C2.10 FOR CONTINUATION ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 3,690 SF 277 2,292 SF 278 2,292 SF 279 2,292 SF 280 3,020 SF 281 3,019 SF 282 2,290 SF 283 2,290 SF 284 3,018 SF 285 3,017 SF 286 2,289 SF 287 2,288 SF 288 2,288 SF 289 3,677 SF 290 3,674 SF 291 2,287 SF 292 2,288 SF 293 2,288 SF 294 3,017 SF 295 3,018 SF 296 2,290 SF 297 2,290 SF 298 3,020 SF 299 3,021 SF 300 2,292 SF 301 2,292 SF 302 2,293 SF 303 3,693 SF 304 14'75'39'12'104'24'22' 22'104'22' 22'104'22' 22'104'29' 29'104'29'104'29'104'22' 22'104'22' 22'104'29' 29'104'29'104'29'104'22' 22'104'22' 22'104'22' 22'104'24' 12' 3 9 '75'14' 14'75'39'12'104'24'22' 22'104'22' 22'104'22' 22'104'29' 29'104'29'104'29'104'22' 22'104'22' 22'104'29' 29'104'29'104'29'104'22' 22'104'22' 22'104'22' 22'104'24' 12' 3 9 '75'14' 19'19'26'26'19'19'19'19'6'33'33'5'19'19'26'26'19'19'19'26'110'31'110'22'110'22'110'31'110'110'31'110'22'110'22'110'22'110'31'110'110'31'110'22'110'22'110'31'110'269270271 264 272 265 273 266 274 267 275 268 276 2,420 SF2,420 SF2,420 SF 3,409 SF 3,410 SF 2,420 SF 3,410 SF 2,420 SF 2,420 SF 3,410 SF 2,420 SF 3,410 SF 3,410 SF 110'22' 22'110'22' 22'110'31' 31'110'314 306 313 312 310 308 307 2,416 SF 2,420 SF 2,415 SF 3,402 SF 2,420 SF 3,410 SF 2,420 SF 110'31'110'31'22'22'110'22'22'110' 85' 3 9 '15'40'110'31'110'31'110'22'22'15'39'85'40'311 309 305 4,226 SF 3,410 SF 4,229 SF 115'40'108' 115'40'115'40'115'40'115'40'115'40'115'40'115'40'261 260 259 258 257 256 262 263 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,534 SF 21'20'40'40'40'40'40'40'40'41+0042+0043+0044+0045+00PI: 44+92.15 21+78.53 15+00 16+00 17+00 18+00 19+00 20+00 21+0014+1811+0012+0013+0014+00PI: 11+81.89 16+36.55 10+00 11+00 12+00 13+00 14+00 15+00 16+00PI: 10+38.9415' MAX FRONT SETBACK (TYP) 20' FRONT SETBACK (TYP) 15' SIDE SETBACK (TYP) 20' FRONT SETBACK (TYP) 5' SIDE SETBACK (TYP) 20' FRONT SETBACK (TYP) 5' SIDE SETBACK (TYP) ST-FL EM-FL EM-FLEM-FL EM-FL EM-FL EM-FL EM-FL EM-FL 15' MAX FRONT SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) PHASE 4 BOC R=37.5' R/W R=50' 2.5' VALLEY CURB (TYP) STD 2.5' CURB & GUTTER BOC (TYP) R=25' R/W (TYP) R=25' 2.5' VALLEY CURB (TYP) 2.5' VALLEY CURB (TYP) 19' (TYP) 19' (TYP) 55' R/W 55' R/W 55' R/W 55' R/W 31' B-B 55' R/W 23' B-B 23' B-B 51' R/W 27' B-B 31' B-B 31' B-B R/W (TYP) R=25' BOC (TYP) R=25' END OF ROAD BARRICADE FEMA EFFECTIVE 100 YEAR FLOODPLAIN WETLANDS (TYP) PROPOSED CROSSWALK (TYP.) 18.5'8' 20' SCMMAE 30' TYPE B LANDSCAPE SCREEN R/W (TYP) R=25' R/W (TYP) R=25' BOC (TYP) R=25' BOC (TYP) R/W (TYP) R=25' BOC (TYP) R=25' 20' PUE PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) PDE 20' PDE STD 2.5' VALLEY CURB 140' LE (TYP) LE (TYP) 39' TO PL REMAINDER OF ROAD STUB WILL BE ACCOUNTED FOR IN THE FORM OF A FEE-IN-LIEU AND CONSTRUCTION OF THE REMAINDER WILL BE COMPLETED WITH THE ADJACENT DEVELOPMENT PHASE RETAINING WALL #1 WITH SAFETY RAILINGS RETAINING WALL #2 WITH SAFETY RAILINGS LE (TYP) PDE DE STREET M(51' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET R (55' PUBLIC ROW) ALLEY 11 (25' ACCESS EASEMENT) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP)25' DRIVEWAY MIN. (TYP) RETAINING WALL #9 SCM #9 PROPOSED LIGHT POLE (TYP) FEMA EFFECTIVE FUTURE 10' RETAINING WALL EASEMENT 15 x 287' SDT 15 x 287' SDT 15 x 330' SDT 15 x 104' SDT15 x 287' SDT15 x 331' SDT 15 x 287' SDT 15 x 141' SDT15 x 144' SDT15 x 249' SDT15 x 384' SDT15 x 331' SDT 15 x 287' SDT15 x 331' SDT15 x 331' SDT20' PDE ON-STREET PARKING (TYP) 30' PUE 30' HOLLY SPRINGS CAFE FEAR BUFFER TOP OF BANK (TYP.) 20' PDE 10' RETAINING WALL EASEMENT 20' DE 20' DE FLOODWAY FEMA EFFECTIVE 100 YEAR FLOODPLAIN 10+00 11+00 12+00 13+00 14+00 14+57.23L15 L16 L27L28 L44 EM-FL EM-FL EM-FL PROPOSED STREET LIGHT (TYP) ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C 22.5' OFFSET 100 YR BACKWATER EASEMENT Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:27:39 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.7 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C2.5 FOR CONTINUATION SEE SHEET C2.8 FOR CONTINUATION LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 161 162 163 104 105 106 100 101 102 103 95 96 97 98 99 107 358 374 359 360 364 365 366 367 368 361 362 370 371 372 373 1,601 SF 1,601 SF 1,601 SF 2,465 SF 1,870 SF 1,870 SF 2,465 SF 1,870 SF 1,870 SF 2,465 SF 2,980 SF 1,870 SF 1,870 SF 1,870 SF 2,465 SF 1,883 SF 1,611 SF 2,751 SF 1,612 SF 1,612 SF 1,615 SF 1,616 SF 1,616 SF 1,617 SF 2,218 SF 1,613 SF 2,213 SF 1,619 SF 1,619 SF 1,620 SF 1,620 SF 2,817 SF 357 2,733 SF 108 165 1,601 SF 164 2,238 SF 160 2,258 SF 159 2,219 SF 3692,215 SF 363 3,674 SF 291 2,287 SF 292 2,288 SF 293 2,288 SF 294 3,017 SF 295 3,018 SF 296 2,290 SF 297 2,290 SF 298 3,020 SF 299 3,021 SF 300 2,292 SF 301 2,292 SF 302 2,293 SF 303 3,693 SF 304 85'24' 1 4 '56'39' 12'85'22' 22'85'22' 22'85'22' 22'85'29' 29'85'29'85'29'85'22' 22'85'22' 22'85'29' 29'85'29'85'29'85'22' 22'85'22' 14' 8' 22'86'22' 31' 31'90'19' 11'87'16' 26'85'26'85'19'85'19' 19'85'19'85'19' 26' 26' 19' 14'75'104'24'22'104'22'104'22'104'29'104'29'104'104'22'104'22'104'29'104'29'104'104'22'104'22'104'22'104'24'75'14' 14'75'39'12'104'24'22' 22'104'22' 22'104'22' 22'104'29' 29'104'29'104'29'104'22' 22'104'22' 22'104'29' 29'104'29'104'29'104'22' 22'104'22' 22'104'22' 22'104'24' 12'39'75'14' 13'21'86'9' 4 0 '56'19' 19'86'19' 19'86'19' 19'86'19' 19'86'26' 26'86'26'86'26'86'19' 19'86'19' 19'86'19' 19'86'19' 19'86'26' 26'86'86'26'86'26'86'19' 19'86'19' 19'86'19' 19'86'19' 19'6'33' 16' 2 8 '62'5'62'115'40'115'40'115'40'115'40'115'40'115'40'115'40'115'40'115'40'115'40'115'7'33'115'35'115'36'115 '2'34'115 '40'115 '40'39'40'261 253 260 252 259 258 257 256 255 254 94 247 248 251 250 249 93 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 5,161 SF 4,600 SF 5,300 SF 5,204 SF 7,341 SF 40'40'40'40'40'40'40'40'40'40'33'7'57'54'51'51'40'40'26' 18+ 0 0 19+ 0 0 20+ 0 0PT: 17+62.0837+0038+0039+0040+0041+0042+0043+00PC: 3 8 + 0 3 . 9 8 PT: 39+03.43 21+78.53 17+00 18+00 19+00 20+00 21+00 10+0011+0012+0013+0015' MAX FRONT SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) EM-FL CA-RL CA-RL CA-RL CA-RL FA-RL FA-RL FA-RL 15' MAX FRONT SETBACK (TYP) 5' SIDE SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 15' MAX SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) TOP OF BANK (TYP.) BOC (TYP) R=25' R/W (TYP) R=25' STD 2.5' CURB & GUTTER 19' (TYP) 19' (TYP) 12' (TY P ) BOC (TYP) R=25' R/W (TYP) R=25' ST D 2 . 5 ' C U R B & G U T T E R 30" VALLEY CURB 55' R/W 82'R/W55' R/ W 39'B-B31' B-B 51' R/W 27' B-B 31' B-B R/W (TYP) R=25' BOC (TYP) R=25' PROPOSED PRIVATE 5' SIDEWALK (TYP) FEMA EFFECTIVE 100 YEAR FLOODPLAIN 18.5' (TYP.) 8' (TYP.) 18.5' (TYP.) 8' (TYP.) 24' EOP 29' B-B 37' ESMT 16' EOP 16' EOP 16' EOP 24' EOP 29' B-B 45' ESMT 16' EOP 30" STD CURB & GUTTER 30" STD CURB & GUTTER 30" VALLEY CURB 5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK 16' EOP 16' EOP BOC (TYP) R=25' BOC (TYP) R=25' ESMT (TYP) R=13' PROPOSED LIGHT POLE (TYP) BOC R=5.5' PROPOSED CROSSWALK (TYP.) 25' ACCESS EASEMENT 18.5'8' PROPOSED PROPERTY LINE VWDE VWDE VWDE 8'18.5' SEE SHEET C2.13 FOR DETAILED INFORMATION ON POCKET PARK 2 PROPOSED CROSSWALK (TYP.) 18.5' (TYP.)8' (TYP.) BOC (TYP) R=25' VWDE POCKET PARK 2 PR O P O S E D H I G H VISI B I L I T Y C R O S S W A L K (TY P . ) PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) PR O P O S E D 5' B I K E L A N E ( T Y P . ) 37' ESMT 37' ESMT 15' SIDEWALK EASEMENT PDE STD 2.5' VALLEY CURB ONE-WAY MUTCD R6-2R LE (TYP) LE (TYP) RETAINING WALL #2 WITH SAFETY RAILINGS RETAINING WALL #2 WITH SAFETY RAILINGS 30' HOLLY SPRINGS CAPE FEAR BUFFER LE (TYP) PDE 21' B-B 16' EOP STREET M(51' PUBLIC ROW)AL L E Y 7 (V A R I A B L E W I D T H A C C E S S E A S E M E N T ) STREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)ALLEY 1 (37' ACCESS EASEMENT) ALLEY 11 (25' ACCESS EASEMENT)STREET C(55' PUBLIC ROW)CA R O L I N A S P R I N G S B O U L E V A R D (82' P U B L I C R O W ) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP)25' DRIVEWAY MIN. (TYP) BOC (TYP) R=20' FEMA EFFECTIVE FUTURE 10' RETAINING WALL EASEMENT 15 x 3 3 1 ' S D T 15 x 3 3 1 ' S D T 15 x 287' SDT 15 x 331' SDT15 x 3 8 2 ' S D T15 x 141' SDT15 x 384' SDT15 x 287' SDT15 x 302' SDT15 x 331' SDT 15 x 287' SDT15 x 331' SDTFEMA 100 YEAR FLOODPLAIN VWDE 20' DE 30' PUE 30' PUE 20' DE 20' DE 20' DE FLOODWAY 17+51.46 PT: 17+27.4410+ 0 0 11+ 0 0 12+ 0 0 13 + 0 0 14+ 0 0 14+ 5 8 . 8 8 10+00 11+00 12+00 13+00 14+00 14+57.23 10+00 11+00 12+00 13+00 14+0014+26.73 10+ 0 0 11+ 0 0 12+ 0 0 13 + 0 0 14+ 0 0 14+ 5 8 . 8 8 L2 L14C12L15L27L44 L45 L46 EM-FL EM-FL EM-FL PROPOSED STREET LIGHT (TYP) ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:27:55 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.8 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C2.9 FOR CONTINUATIONSEE SHEET C2.5 FOR CONTINUATIONSEE SHEET C2.7 FOR CONTINUATION LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 166 167 168 161 162 170 163 95 96 97 98 2,238 SF 1,601 SF 1,601 SF 1,601 SF 1,601 SF 1,601 SF 1,601 SF 2,980 SF 1,870 SF 1,870 SF 1,870 SF 2,597 SF 171 1,601 SF 169 2,196 SF 165 1,601 SF 164 2,238 SF 160 1,664 SF 1581,675 SF 2,258 SF 159 85'24'14'56'39' 12'85'22'85'22'85'22' 29' 29'89'88'19' 11'87'26' 16' 26'85'26'85'19'85'19' 19'85'19' 19'85'19' 19'85'19' 26'85'26' 26'85'26'85'19'85'19' 19'85'19' 19'85'19' 19'85'19'56'14' 19' 7'39'115 ' 115 '40'115 '40'90'39'40'114 '65'11 4 '21'25'1 1 4 '54'1 1 4 '51'2'1 1 4 '40'1 1 4 '40'1 1 4 '40'94 247 93 4,600 SF 4,600 SF 5,161 SF 7,341 SF 90 91 92 86 87 88 89 5,132 SF 4,824 SF 7,276 SF 4,560 SF 4,560 SF 4,560 SF 5,105 SF 40'40'40'34'2'36'21'17'89'40'39'51'51'40'40'65'7'53'37'85'62 26'85'19' 19'85'19' 19'85'85'19' 19' 19'85'19' 26' 26'85'85'26'85'26' 19' 19'85'19' 19'85'85'19' 19' 19'85'19' 180 182 181 179 172 174 176 175 173 1,600 SF 1,600 SF 1,600 SF 1,600 SF 2,196 SF 1,601 SF 1,601 SF 1,601 SF 1,601 SF 26' 1 9 ' 26' 2,196 SF 177 2,196 SF 178 2,194 SF 183 35'47'19+ 0 0 20+ 0 0 21+ 0 0 22+ 0 0 31+0032+0033+0034+0035+0036+0037+00PC: 30+64.95 PC: 34+11.25 P T : 3 2 + 5 3 . 4 2 PT: 34+88.24 15' MAX SIDE SETBACK (TYP) CA-RL CA-RL CA-RL FA-RL 15' MAX FRONT SETBACK (TYP) 15' MAX SIDE SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) 5' SIDE SETBACK (TYP) SE C T I O N 4 SE C T I O N 2 PHASE 220' SCMMAE STD 2.5' CURB & GUTTER BOC (TYP) R=25' R/W (TYP) R=25' PROPOSED 5' BIKE LANE (TYP.) BOC (TYP) R=25' R/W (TYP) R=25' ST D 2 . 5 ' C U R B & G U T T E R 82'R/W55' R/ W 55' R/ W 39'B-B31' B-B 31' B-B 20' SCMMAE FLOODWAY SEE SEPARATE CAROLINA SPRINGS BLVD. BRIDGE AND BOARDWALK PLAN SET FOR MORE INFORMATION SHOWN FOR REFERENCE ONLY PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) VWDE PDE 20' PUE PROPOSED 5' BIKE LANE (TYP.) PROPOSED CROSSWALK (TYP.) 20' PUE BOC (TYP) R=25' PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) PR O P O S E D 5' B I K E L A N E ( T Y P . ) 5' SIDEWALK, BIKE LANES AND BRIDGE WILL BE PART OF A SEPARATE PROJECT TOHS #17-26-06 LE (TYP) LE (TYP) LE (TYP) RETAINING WALL #2 WITH SAFETY RAILINGS RETAINING WALL #4 WITH SAFETY RAILINGS RETAINING WALL #3 WITH SAFETY RAILINGS EXISTING PROPERTY LINE FEMA 100 YEAR FLOODPLAIN BOC (TYP) R=25' BOC (TYP) R=25'STREET C (55' PUBLI C R O W)STREET C(55' PUBLIC ROW)STREET C(55' PUBLIC ROW)CA R O L I N A S P R I N G S B O U L E V A R D (82' P U B L I C R O W ) AL L E Y 3 (25' A C C E S S E A S E M E N T ) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) 25' DRIVEWAY MIN. (TYP) BOC (TYP) R=25' CA R O L I N A S P R I N G S B O U L E V A R D (82' P U B L I C R O W ) PHASE 2 ENDS HERE PROPOSED LIGHT POLE (TYP) PROPOSED LIGHT POLE (TYP.) 10' RETAINING WALL EASEMENT 20' DE 10' RETAINING WALL EASEMENT DE DE 15 x 287' SDT15 x 3 3 1 ' S D T 15 x 3 3 1 ' S D T 15 x 3 8 7 ' S D T 15 x 4 4 1 ' S D T 15 x 3 8 2 ' S D T 15 x 3 8 2 ' S D T 15 x 302' SDT15 x 331' SDT15 x 362' SDT15 x 322' SDT30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN TOP OF BANK 30' PUE 30' PUE DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 20' DE PROPOSED CLOMR 100 YEAR FLOODLINE DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 17+ 0 0 18+ 0 0 19+ 0 0 20+ 0 0 20+ 4 3 . 2 2PT: 17+27.4410+ 0 0 14+00 14+57.50 10+ 0 0 L2 C10L13C11L14L32 ST-2C ST-2C ST-2C ST-2C 20' PDE 20' PDE 127.801' PDE 20' PDE 6 STEPS WITH HANDRAIL SE C T I O N 1 A SE C T I O N 2 DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:28:09 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.9 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60SEE SHEET C2.6 FOR CONTINUATIONSEE SHEET C2.10 FOR CONTINUATION SEE SHEET C2.8 FOR CONTINUATION LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND 30' DE DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES BACKWATER EASEMENT DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 G G G G G G G G G G G G G G G G G G G G G 15 16 9 17 10 18 11 19 12 20 13 22 14 34 33 32 23 36 35 49 4647 4,550 SF 5,200 SF6,500 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 7,151 SF 5,750 SF 6,209 SF 5,750 SF 7,177 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,857 SF 5,750 SF 5,750 SF 45 5,839 SF 5,750 SF 31 6,500 SF 48 3,640 SF 50 2,860 SF 51 3,250 SF 52 6,281 SF 21 6,486 SF 24 6,525 SF 25 5,750 SF 26 5,750 SF 27 5,750 SF 28 5,750 SF 29 5,750 SF 30 115'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'115'50'50'116'73'7'7'26'12 ' 115' 60 ' 0 ' 48 ' 115'33'14'14'49'75'115'50'115' 46 '6' 115'4' 46 '68' 115'45'69'115'45'3'47'115'47'3'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'50'130'20' 39 '31'75'50'130'40' 40'130'50' 50'50'130'50'130'35'130'35'130'28' 28'130'22' 22'25'130'25'85'7'53'39'12'22'22'29'29'29'29'29'26'39'85'16'26'85'85'29'29'85'85'85'29'29'85'85'29'22'22'37'85'85'85'62'36'3,206 SF 53 2,194 SF 54 2,463 SF 55 56 2,463 SF 2,463 SF 57 2,463 SF 58 2,463 SF 5959 1,868 SF 60 1,868 SF 61 3,008 SF 62 23+18.8819+00 20+00 21+00 22+00 23+00 20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+00PC: 24+83.96 PC: 30+64.95 PC: 28+22.70 PC: 2 6 + 4 2. 8 2 PT: 25+69.14 PT: 28+80.06 PT: 27+17.33 15' MAX SIDE SETBACK (TYP)CA-RL FR-RL CL-2C DE-FL CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C 3' SIDE SETBACK (TYP) ST-2C CL-2C CL-2C ST-2C COTTAGE FR-RL PHASE 1ATOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER SCM 7 CONSTRUCTED WETLANDS 10' ASPHALT MULTI-USE TRAIL (TYP) 20' MULTI-USE TRAIL EASEMENT (TYP) STD 2.5' CURB & GUTTER 55' R/W 55' R/W 31' B-B 31' B-B FLOODWAY FEMA 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN EXISTING PROPERTY LINE FLOODWAY PDE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) R/W (TYP) R=25' PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT GREENWAY STUB TO BE EXTENDED WITH BRIDGE AND BOARDWALK PROJECT 20' DE PDE 20' PDE 20' PUE PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) WALL #4 WITH SAFETY RAILINGS RAILINGS FLOODWAY 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT FEMA 100 YEAR FLOODPLAIN FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR BOC (TYP) R=25' PROPOSED TOWN PARK PROPERTY LINE 20' DE SCM ACCESS AND MAINTENANCE EASEMENT PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) 25' DRIVEWAY MIN. (TYP) SEE ROADWAY SECTION "CROSS-SECTION E" ON SHEET C8.0 BOC (TYP) R=25' 20' DE STREET C(55' PUBLIC ROW)ALLEY 10 (25' ACCESS EASEMENT) STREET F (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)25' DRIVEWAY MIN. (TYP) PROPOSED STREET LIGHT POLE (TYP) PDE R=35.5'15 x 287' SDT15 x 332' SDT 15 x 287' SDT 15 x 322' SDT15 x 401' SDTFEMA 100 YEAR FLOODPLAIN TOP OF BANK BOC R=25' BOC R=25' LE (TYP) 128' DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 10+0011+0012+00 13+00 14+00 14+57.50 PC: 10+87.43 PT: 11+43.19 L9C7L10C8L11C9L12L20L42C21 L43 PROPOSED LIGHT POLE (TYP) GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:28:24 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.10 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C2.11 FOR CONTINUATIONSEE SHEET C2.2 FOR CONTINUATIONSEE SHEET C2.9 FOR CONTINUATION DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 FMFMFMFMFMFMW O O D S C R E E K R O A D 6 0 ' P U B L I C RI G H T O F W A Y 7 8 9 3 4 5 6 42 40 39 38 37 36 41 1 2 43 5,750 SF 5,750 SF 5,750 SF 8,454 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 6,711 SF 6,486 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 5,750 SF 6,356 SF 6,486 SF 7,186 SF 44 1 1 5 '50'1 1 5 '50'115 '39'32'32'14'38'115'109'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'50'115'50'115'37'9'9'56'68'115'45'115'45'68'75'11 5 '50'XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00PI : 9 + 9 9 . 9 9 P C : 1 5 + 5 6 . 4 2 PT: 17+27.76 12' CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C CL-2C S R 1 1 5 4 W O O D S C R E E K R O A D 60' P U B L I C R / W ( D B . 9 2 6 4 P G . 2 9 5 )PHASE 1A30' HOLLY SPRINGS CAFE FEAR BUFFER SCM 6 CONSTRUCTED WETLANDS BOC R=42.5' R/W R=30' BOC R=42.5' R/W R=30' 12' EXISTING EOP LANE WIDTH 55' R/W 31' B-B SCMMAE EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN 9' B-B 10' B-B PROPOSED STRIPING 12' EXISTING EOP LANE WIDTH FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) 60' EXISTING R/W DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692 SEE RKA PLANS IN THE APPENDICES OF THIS SET FOR REFERENCE TO THE ROAD WIDENING DESIGN 85' PROPOSED R/W PROPOSED 5' SIDEWALK (TYP) PROPOSED 5' SIDEWALK (TYP) BOC R=7.5' EOP R=10' PROPOSED VARIABLE WIDTH UTILITY EASEMENT SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS #17-29-PSS FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 30' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR PROPOSED TEMPORARY FEMA 100 YEAR FLOODPLAIN TOP OF BANK (TYP.) PROPOSED PUMP STATION PROPERTY LINE 30' HOLLY SPRINGS CAFE FEAR BUFFER FEMA 100 YEAR FLOODPLAIN FLOODWAY TOP OF BANK (TYP.) 20' TEMPORARY CONSTRUCTION EASEMENT EXISTING PROPERTY LINE 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT EXISTING PROPERTY LINE PROPOSED TOWN PARK PROPERTY LINE DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692 VARIABLE WIDTH DE EXISTING STREAM 20' DE 20' DE SEE ROADWAY SECTION "CROSS-SECTION E" ON SHEET C9.0 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENTSTREET C(55' PUBLIC ROW)S D T 5 8 8 ' S D T 4 7 8 ' 20' DE DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2L8 C6CL-2C Line Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 Length 616.56 492.13 550.88 108.43 789.04 240.40 527.00 556.43 756.20 73.68 105.37 184.89 157.83 315.74 588.72 1178.53 Direction S88° 15' 44"E S60° 28' 08"E N88° 23' 59"W N30° 55' 50"E N01° 36' 01"E N34° 11' 54"E N01° 34' 51"E N42° 40' 20"E N05° 12' 57"W N29° 01' 21"W N08° 11' 54"W N01° 37' 32"W N51° 03' 03"E N29° 31' 52"E N01° 44' 16"E S88° 20' 35"E Line Table Line # L17 L18 L19 L20 L21 L22 L23 L24 L26 L27 L28 L30 L31 L32 L33 L34 Length 555.81 507.22 132.70 408.66 304.00 241.82 240.36 84.20 266.97 236.11 597.61 751.46 581.91 315.78 205.27 240.38 Direction N88° 23' 59"W S88° 23' 59"E N74° 30' 00"E N88° 22' 28"E N88° 23' 59"W S01° 36' 01"W S34° 11' 54"W S01° 34' 51"W S01° 35' 53"W N01° 45' 48"E S88° 15' 44"E S88° 15' 44"E S88° 15' 44"E S60° 28' 08"E N01° 36' 01"E N34° 11' 54"E Line Table Line # L35 L36 L37 L38 L40 L41 L42 L43 L44 L45 L46 Length 120.73 148.38 708.92 122.50 150.26 297.02 87.43 314.31 457.23 426.73 458.88 Direction N01° 34' 51"E N21° 06' 41"E N01° 36' 01"E S68° 51' 42"E S01° 36' 01"W N01° 36' 01"E N01° 37' 32"W N88° 22' 28"E S88° 17' 52"E N88° 15' 44"W N60° 28' 19"W Curve Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 Radius 300.00 300.00 300.00 300.00 300.00 205.00 205.00 205.00 500.00 205.00 205.00 Length 145.53 153.57 170.68 170.78 94.22 171.34 85.18 74.51 57.36 188.47 77.00 Chord Length 144.10 151.90 168.39 168.49 93.83 166.40 84.57 74.10 57.33 181.90 76.54 Chord Direction S74° 21' 56"E N16° 15' 55"E N17° 53' 57"E N17° 53' 22"E N07° 25' 00"W N18° 43' 41"E N17° 07' 09"W N18° 36' 38"W N04° 54' 43"W N24° 42' 45"E N40° 17' 27"E Curve Table Curve # C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 Radius 205.00 500.00 500.00 304.00 296.00 300.00 300.00 300.00 150.00 35.50 Length 99.44 149.23 121.08 172.96 168.51 145.53 170.68 170.78 51.08 55.76 Chord Length 98.47 148.67 120.78 170.64 166.24 144.10 168.39 168.49 50.83 50.20 Chord Direction N15° 38' 04"E N83° 03' 00"E N81° 26' 14"E S17° 53' 57"W S17° 53' 22"W S74° 21' 56"E N17° 53' 57"E N17° 53' 22"E N11° 21' 21"E N43° 22' 28"E PROPOSED CENTERLINE LINE AND CURVE TABLES Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:28:48 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSITE PLANSC2.11 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C2.10 FOR CONTINUATION SEE SHEET C2.1 FOR CONTINUATIONLEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT DocuSign Envelope ID: A042659C-9CEE-498F-920B-69B08D68CE16 5/12/2021 STREET F (55' PUBLIC ROW)WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)CAROLINA SPRINGS BLVD. (82' PUBLIC R.O.W.) ALLEY 3 (25' PRIVATE ALLEY)ALLEY 6(25' PUBLIC ALLEY)ALLEY 5(25' PRIVATE ALLEY)TR STREET F (55' PUBLIC ROW)WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)CAROLINA SPRINGS BLVD. (82' PUBLIC R.O.W.) ALLEY 3 (25' PRIVATE ALLEY)ALLEY 6(25' PUBLIC ALLEY)ALLEY 5(25' PRIVATE ALLEY)TR R R R R R R R R R RRRRRRRRRRRR W W W W W WWWWWWWG G G G G G G G G G G G G G G G G G G G POND POND SS SS SSWETLAND AREA W31 HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 376379380377378381384385382383386389387388 84 83 235 211 236 229 237 197 214 230 238 198 215 231 239 199 207 216 232 240 200 208 217 233 201 209 218 226 234 210 227 80 85 104 105 106 100 101 102 103 95 96 97 98 99 107 111 110112 166 167 144 168 161 139 162 170 163 133 125 341 373 342 358 374 127 359 128 360 113 129 116 348 364 117 349 365 118 350 366 119 367 368 337 345 353 361 114 130 338 346 354 362 370 355 371 121 340 356 372 166 167 144 168 161 139 162 170 163 133 104 105 106 100 101 102 103 95 96 97 98 99 107 111 110112 358 374 127 359 128 360 113 129 116 348 364 117 349 365 118 350 366 119 367 368 337 345 353 361 114 130 338 346 354 362 370 355 371 121 340 356 372 125 341 373 342 80 85 84 376379380377378381384385382383386389387388 83 219 235 211 220 236 213 221 229 237 197 214 222 230 238 198 215 223 231 239 199 207 216 232 240 200 208 217 233 201 209 218 226 234 210 227 392 393 394 395 396 398 399 400 401 402 407406405404 7 15 8 16 9 17 10 18 3 11 19 4 12 20 5 13 22 6 14 34 42 33 40 32 39 23 38 37 36 35 41 1 2 43 49 4647 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 212 206 205 204 203 196 195 194 193 192 191 190 189 187 186 185 184 188 412 411 410 375 357 331 333 334 335 344 126 120 115 109 108 171 169 165 164 160 158157156155154153152151150148149146145143142141140135134132 77 202 224 403 408 159 136 137 138 147 131 336 339 369363 332 225 228 414416417419420421 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291292293294295296297298299300301302303304 48505152 21 44 24 25 26 27 28 29 30 74 75 124 123 122 343 347 351 352 390 391 397 409413415418426425424423422 269270271 264272265273266274267275268276269270271264272265273266274267275268276 325 852 317324 316 308 323 315 307 322 314 306 329 321 313 328 320 312 327 319 310 326 318322 314 306 329 321 313 328 320 312 327 319 310 326 318325 317324 316 308 323 315 307 330 311 309 305 245 244 243 242 241 246 245 244 243 242 241 246 261 253 260 252 259 258 257 256 255 262 254 94 247 248 251 263 250 249 93 261 253 260 252 259 258 257 256 255 262 254 94 247 248 251 263 250 249 93 90 91 92 86 87 88 89 53 54 55 56 57 58 59 60 61 62 180 182 181 179 172 174 176175 173 180 182 181 179 172 174 176175 173 177 178 183 GGG50' CARD INAL P IPEL INE COMPANY , LLC& CARD INAL EXTENS ION COMPANY R /WDB 14033 , PG . 1262 50' DIXIE PIPELINE COMPANY R/W DB 2758, PG. 643 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 TOP OF BANK (TYP.) SCM 4 SCM 8 SCM 10 SCM 7 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 SCM 6 SCM 5 VILLAGE DISTRICT NEIGHBORHOOD DISTRICT STREET K STREET F STREETCSTREET CALLEY 5ALLEY 5ALLEY 9ALLEY 9ALLEY 10ALLEY 4STREET LWOODFIELD DEADEND ROADSTREET GSTREET GSTREET C STREET R ALLEY 11 STREET CSTREET D STREET F STREET F ALLEY 8ALLEY 4WOODFIELD DEAD END ROADCAROLINA SPRINGS BOULEVARDALLEY 1ALLEY 2 ALLEY 3 AL L E Y 3 ALL E Y 6 ALLEY 12 WOODFIELD DEAD END ROADSTREET CSTREET CTRIKE PARK 0.60 AC CLUBHOUSE AMENITY 5.70 AC BOOK NOOK 0.30 AC FITNESS PARK 1.30 AC POND PARK 4.56 AC Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C2.15 DETAILED OPEN SPACE PLAN.dwg- Tuesday, May 11, 2021 10:33:31 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONOVERALL OPEN SPACEPLANC2.12 LEGEND: DEVELOPED OPEN SPACE UNDEVELOPED OPEN SPACE GRAPHIC SCALE 1 inch = 200 ft. 200 0 100 200 400 DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 161 162 163 104 105 106 100 101 102 103 95 96 97 98 99 107 358 374 359 360 364 365 366 367 368 361 362 370 371 372 373 165 164 160 369 363 94 247 93 PLAY LAWN STREET D ALLEY 12 STREET CORNAMENTAL PLANTINGS; RE: PH 1-5 LANDSCAPE PLANS BENCH [TYP.] CONCRETE PAVING TRASH & RECYCLING CAN [TYP.] 219 220 221 229 222 230 223 231 207 217 218 226 227 206 205 204 203 224 225 228 245 244 243 246 STREET GALLEY 4TRASH & RECYCLING CAN STONE SEATWALL CONCRETE SIDEWALK (3) BIKE RACKS TRTRWETLAND AREA W31 GRevisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C2.15 DETAILED OPEN SPACE PLAN.dwg- Tuesday, May 11, 2021 10:33:55 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONDETAILED OPEN SPACEPLANC2.13 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 TRIKE PARK BOOK NOOK BOOK NOOK TRIKE PARK DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 ALLEY 3 (25' PRIVATE ALLEY) TP TPTPTPTPLANDSCAPE EASEMENT S.C.M #8 ALLEY 3 (25' PRIVATE ALLEY) TP TPTPTPTPPOND 166 167 168 161 162 170 163 171 169 165 164 160 158 159 86 87 88 89 180 182 181 179 172 174 176 175 173 177 178 183 ALLEY 10 STREET C ALLEY 3 AL L E Y 3 1 2 3 4 5 6 8 9 TCA LAWN CLUBHOUSE AMENITY AREA (SEE AMENITY PLAN SET) 7 9 DISC GOLF BASKET (TYP) DISC GOLF TEE BOX (TYP)TRTRWETLAND AREA W31 G50' DIXIE PIPELINE CO M P A N Y R / W DB 2758, PG. 643 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C2.15 DETAILED OPEN SPACE PLAN.dwg- Tuesday, May 11, 2021 10:34:13 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONDETAILED OPEN SPACEPLANC2.14 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 POND PARK POND PARK DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 ALLEY 5(25' PRIVATE ALLEY)ALLEY 5(25' PRIVATE ALLEY)G G G G G G G G G G G G G G G 80 84 83 65 66 67 68 69 70 64 81 82 YOGA LAWN PLAY LAWN ROLLING LAWN ALLEY 5ALLEY 9ALLEY 8WOODFIELD DEAD END ROAD1 2 3 4 5 6 FITNESS EQUIPMENT AREA; RE: EQUIPMENT SCHEDULE TRASH & RECYCLING CAN ENG. WOOD FIBER SURFACE, CONCRETE EDGE FALL PROTECTION AREA [TYP] BENCH ORNAMENTAL PLANTINGS; RE: PH 1-5 LANDSCAPE PLANS ORNAMENTAL PLANTINGS; RE: PH 1-5 LANDSCAPE PLANS ADA ACCESS RAMP CONCRETE SIDEWALK; LONGITUDINAL SLOPE; RE: GRADING PLANS, CROSS SLOPE = 2% MAX TRTRWETLAND AREA W31 G50' DIXIE PIPELINE CO M P A N Y R / W DB 2758, PG. 643 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C2.15 DETAILED OPEN SPACE PLAN.dwg- Tuesday, May 11, 2021 10:34:33 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONDETAILED OPEN SPACEPLANC2.15 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 FITNESS PARK FITNESS PARK FITNESS EQUIPMENT SCHEDULE 1 2 3 4 5 6 PUSH-UP STATION EQUIPMENT TYPE DETAIL REFERENCE: DETAIL # / SHEET # STEP-UP FITNESS STATION SIT-UP STATION ACCESSIBLE CHIN-UP ACCESSIBLE PARALLEL BARS CAPTAINS CHAIR -02 C2.16 -07 C2.16 -06 C2.16 -02 C2.16 -03 C2.16 -04 C2.16 DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 SLOPE>1% SECTION NOTES: 1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2.DO NOT SCALE DRAWINGS, FOR ILLUSTRATION PURPOSES ONLY. ACCESSIBLE CONCRETE RAMP, NOT FULL PERIMETER; RE:SITE PLAN FOR RAMP LOCATION ENGINEERED WOOD FIBER MULCH DRAINAGE STONE OBTAINED LOCALLY (3 INCH LAYER) GEOTEXTILE FRENCH DRAIN INSIDE EDGE OF RAMP MUST FALL OUTSIDE ASTM USE ZONE 6" WIDE X 18" DEEP CONCRETE EDGE BAND FINISHED GRADE Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C2.17 OPEN SPACE DETAILS.dwg- Tuesday, May 11, 2021 10:35:31 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONOPEN SPACE DETAILSC2.16 Scale: 02 C2.16 ACCESSIBLE CHINUP 1" = 1'-0" SECTION Scale: 03 C2.16 ACCESSIBLE PARALLEL BAR 1" = 1'-0" SECTION Scale: 04 C2.16 CAPTAINS CHAIR 1" = 1'-0" SECTION Scale: 05 C2.16 PUSH UP STATION 1" = 1'-0" SECTION Scale: 06 C2.16 SIT UP STATION 1" = 1'-0" SECTION Scale: 07 C2.16 STEP UP FITNESS STATION 1" = 1'-0" SECTION Scale: ---- C2.16 ENGINEERED WOOD FIBER SURFACE 0.0417 SECTION DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 0.67"0.51"0.09" 1.53" TYP. 3.06" TYP.7.83"18.81"77.10" 72.51" 75.57" 22.81" 28.26"34.11"FRONT ELEVATION SIDE ELEVATION TOP VIEW ISOMETRIC NOTES: 1.PRODUCT INFORMATION: ANOVA RENDEZVOUS 6' CONTOUR BENCH. 2.COLOR: BLACK POWDERCOAT 3.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.DO NOT SCALE DRAWING. 5.THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 6.ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 7.CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER 8.REFERENCE NUMBER 8" 4" ANCHOR BOLT CAST IN PLACE PER MANUFACTURER RECOMMENDATIONS CONCRETE PAVEMENT THICKENS BENEATH RECEPTACLE FINISH GRADE COMPACTED AGGREGATE SUBBASE TRASH RECEPTACLE: ANOVA RENDEZVOUS 32 GAL. (COLOR - BLACK) NOTE: THIS ITEM TO BE PURCHASED DIRECTLY BY OWNER. CONTRACTOR TO INSTALL. 1 2" EXPANSION JOINT 20" HT 9" FROST DEPTH MIN. PA BLUESTONE CAP, SMOOTH SAWN TOP, ROCK FACED EDGE REINFORCED 8" CMU BLOCK WALL; #4 REBAR, VERTICAL 16" O.C. CULTURED STONE VENEER AS SELECTED BY OWNER REINFORCED CONCRETE FOOTER; #4 REBAR, LONGITUDINAL 12" O.C. HORIZONTAL, 32" O.C. 4" FRENCH DRAIN; ON HIGH SIDE; RE: GRADING PLAN 1 2" COMPRESSED MORTAR JOINT [TYP] FINISHED GRADE; RE: GRADING PLANS SEAT WALL SECTION 1'-6" 8" 2'-6" ADJACENT PAVEMENT RE: SITE PLANS 11 2" PA BLUESTONE CAP, SMOOTH SAWN TOP, ROCK FACED EDGE CULTURED STONE VENEER AS SELECTED BY OWNER 1 2" COMPRESSED MORTAR JOINT [TYP] ELEVATION FINISHED GRADE; RE: GRADING PLANSRE: GRADING PLANSCOMPACTED SUBGRADE ANOVA 'TANDEM' BIKE RACK (COLOR - BLACK) PAVING SURFACE; RE: SITE PLAN SURFACE MOUNT; RE: MANUFACTURER'S INSTRUCTIONS 24" 18" CONCRETE PAD BIKE RACK 36" PLAN SECTION 6' 18" NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 928-359 Ø2'-117 8" Ø2'-81 4" THICKEN PAVEMENT TO 6", 6" MIN. IN ALL DIRECTIONS FROM BASE PLATE Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C2.17 OPEN SPACE DETAILS.dwg- Tuesday, May 11, 2021 10:35:55 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONOPEN SPACE DETAILSC2.17 Scale: 10 C2.17 STEEL BENCH NTSScale: 9 C2.17 TRASH AND RECYCLING CAN NTS Scale: ---- C2.17 SEAT WALL 1" = 1'-0" SECTION Scale: ---- C2.17 BIKE RACK NTS SECTION DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 13' CONCRETE PAVING, LIGHT BROOM FINISH 6'-6" CONTROL JOINT 6' 12" CLEAR MIN. TEE BOX SIGN 9"x 6" SIGN HOLE #XX XX FEET TO HOLE BLACK 1.75" Ø STEEL POST 3,000 PSI CONCRETE 8" ON ALL SIDES OF SIGN POST FINISHED GRADE 18"24"3"1 2" WASH NOTE: 1.THIS IS A TYPICAL DETAIL ONLY. 2.SIGN DESIGN TO BE CUSTOMIZED FOR THE COURSE AND SHOP DRAWINGS PRESENTED FOR APPROVAL..50 1/2" PORTABLE PIPE2"21"26 5/8"2"29 1/2"22 1/2"15”18"CONCRETE & RIVER ROCK12 "18 "2"'*$0DFK,,3HUPDQHQW'LVF*ROI%DVNHW6SHFLILFDWLRQ6KHHW The Mach II Permanent Disc Pole Hole disc golf basket is an excellent portable target for home, schools, colleges or any recreational setting. With the inground installation kit the Mach II is also perfect for entry level disc golf courses. 3257$%/(%$6(´VWHHOURGZHOGHGDQGKRWGLSSHGJDOYDQL]HG 6" Sleeve, bolt, nylon insert locknut and hex head tec screw. SELF TAPPING HEX-HEAD SCREW and WASHER (on back of pipe, in two places) LOCKNUT 23" POLE CAP PLUG PORTABLE BASE ASSEMBLY INSTRUCTIONS - Place the base on level ground and insert the short pole into the base with the swedged end IDFLQJXS/LQHXSWKHSROH¶VWKUHHERWWRPEROWKROHVZLWKWKHWKUHHEROW holes on the base. Push a long bolt through both the base and pole bolt holes and tighten with a locking nut. 32/(´WRWDOOHQJWK7ZR´,'´2'KRWGLSSHG galvanized pipe, drilled. One long pole with cap, one swedged short pole. POLES - The short pole fits into the base with the swedged end facing up. 7KHORQJHUSROHZLWKWKHFDSVLGHXSILWVRQWRWKHVKRUWSROH¶VVZHGJHG end. The bolt holes on both poles line up and attach with the basket. 75$33(5%$6.(7$66(0%/<´VWHHOURGZHOGHGDQGKRWGLSSHG galvanized. 6" Sleeve, bolt, hex head nut, nylon insert locknut and hex head tec screw. 27" 26" LOCKNUT SELF TAPPING SCREW and WASHER (on back of pipe) BOLT TRAPPER BASKET ASSEMBLY INSTRUCTIONS - Lift the trapper basket up onto the top of the pole. Slide the trapper basket down past the middle of the pole and line up the three trapper basket bolt holes with the holes RQWKHSROHV3XVKDORQJEROWWKURXJKWKHWUDSSHUEDVNHWDQGWKHSROH¶V bolt holes. Tighten the long bolt with a locking nut. CHAIN ASSEMBLY - Welded and hot-dipped galvanized. 12 outer sliding links and chains, 6 inner pipe protectors and chains. All 18 chains assembled with heavy duty "S" hooks to allow freer movement of chains. 6" Sleeve , bolt, hex head nut, nylon insert locknut and hex head tec screw. 5RG$VVHPEO\´VWHHOURG LOCKING COLLAR LOCKNUT BOLT grade LOCK pole. Align holes in collar with holes at top of pole. Fasten with bolt and nylon insert locknut. IN-GROUND INSTALLATION KIT (Sold Separately) With the locking tab towards top of collar align holes in locking collar with holes in pole and fasten with bolt, head nut and nylon insert locknut. Once fastened, the pole can be placed and locked in anchor. *Note: The LOCKING TAB should always be pointing at the tee. Collar Anchor DGA | The Founding Company of Disc Golf 831-722-6037 grade Basket pole bolted to Collar and locked to in-ground anchor. LOCK GRAVEL1"R1/4"4"4"1 4" 1" CLASS 'A3' CONCRETE PAVING, LIGHT BROOM FINISH COMPACTED AGGREGATE COMPACTED SUBGRADE 1 4 DEPTH OF POUR x 1 8" WIDE SAW CUT JOINT, TYP. OR 1 4 DEPTH OF POUR x 1 4" WIDE SCORE JOINT, TYP. TOOLED EDGE SEALANT BACKER ROD 1 2" PRE-MOLDED EXPANSION JOINT FILLER; FULL DEPTH OF POUR NOTES: 1.PROVIDE EXPANSION JOINT WHERE WALKS ARE POURED AGAINST VERTICAL SURFACES AND/OR DIFFERENT PAVING MATERIALS AND AS SPECIFIED ON PLANS OR 25'-0" MAX. O.C. 2.PROVIDE CONTRACTION JOINT AT 5' INTERVALS UNLESS OTHERWISE NOTED (SEE PLAN). CONTRACTOR TO PROVIDE MOCK-UP OF CONCRETE SIDEWALK SCORING FOR LANDSCAPE ARCHITECTS APPROVAL. MOCK-UP CAN BE USED AS PART OF FINAL PROJECT. MIN. CROSS SLOPE; RE: GRADING PLANS FOR ADDITIONAL INFORMATION TYPICAL PEDESTRIAN PAVEMENT SECTION CONTRACTION JOINT:EXPANSION JOINT Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C2.17 OPEN SPACE DETAILS.dwg- Tuesday, May 11, 2021 10:36:21 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONOPEN SPACE DETAILSC2.18 Scale: ---- C2.18 DISC GOLF TEE BOX NTS SECTION Scale: ---- C2.18 HALFINCH TYPICAL DISC GOLF HOLE MARKER NTS SECTION Scale: ---- C2.18 DISC GOLF BASKET NTS Scale: ---- C2.18 PEDESTRIAN CONCRETE PAVING 0.0833 SECTION DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 CLUBHOUSE KIOSKPOOL H OUSE/BATHROOMS TXXXXX WR FM FM FM FM FM FM F M FMFMF M FMG G G G G G G G G G G G G G G 10" PVCW 10" PVC8" PVC SANITARY SEWER MANHOLE TOP: 271.02' INV IN: 262.02' INV OUT: 261.89' SANITARY SEWER MANHOLE TOP: 268.47' INV IN: 261.39' INV OUT: 261.17' RXXX XSECTION 4SECTION 5SECTION 5 SECTION 3 SECTION 2SECTION 1BSECTION 3SECTION 1BSECTION 4 SECTION 2 30' STREETSCAPE 30' PERIMETER LANDSCAPE SCREEN ALLEY 1 (25' ACCESS EASEMENT) SCM #9 SECTION 2SECTION 1BSECTION 2 SECTION 1B SECTION 3S.C.M #8 22.5' OFFSET 100 YR BACKWATER EASEMENT AL L E Y 7 (V A R I A B L E W I D T H A C C E S S E A S E M E N T ) ALLEY 1 (37' ACCESS EASEMENT) CA R O L I N A S P R I N G S B O U L E V A R D (82 ' P U B L I C R O W ) Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, May 11, 2021 10:38:48 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 SIGNING AND MARKINGPLANGENERAL NOTES: 1.SIGNAGE PLAN IS FOR REFERENCE ONLY. SIGN APPROVAL WILL BE DETERMINED THROUGH THE TOWN'S SIGNAGE PROCESS AT A LATER DATE. 2.THE DEVELOPER SHALL COORDINATE WITH TOHS STAFF DURING PRE-CONSTRUCTION ACTIVITIES IN AN EFFORT TO OFFICIALLY RECORD PARKING RESTRICTIONS PRIOR TO ACCEPTANCE OF THE ROAD. 3.CAROLINA SPRINGS BLVD AND WOODFIELD DEAD END ROAD TO BE 25 MPH POSTED SPEED LIMIT. ALL REMAINING STREETS AND ALLEYS TO BE 20 MPH POSTED SPEED LIMIT STRIPING NOTES: 1.ALL MARKINGS AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF MUTCD STANDARDS, INCLUDING COLOR, LETTER HEIGHT, AND LETTER CASE OF THE STREET NAME SIGNS. ALL STREET NAME SIGN DESIGNS SHALL BE SUBMITTED TO TOWN TRANSPORTATION AND FACILITIES DEPT PRIOR TO INSTALLATION FOR VERIFICATION THAT SIGNS MEET ALL MUTCD REQUIREMENTS OR NO C.O.S NOR ACCEPTANCE OF ROADWAYS WILL TAKE PLACE IF STREET NAME SIGN DESIGNS ARE NOT APPROVED. 2.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. PAINT IS ALLOWED FOR PARKING SPACE STRIPING LINES. 3.ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUM RETRO-REFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD. 4.STREET NAME SIGNS SHALL SHALL ADHERE TO THE LATEST MUTCD GUIDELINES IN REFERENCE TO FONT, LETTER HEIGHT, COLOR, AND LETTER CASE. ALL STREET NAME SIGN DESIGNS SHALL BE REVIEWED AND APPROVED BY THE TRANSPORTATION & FACILITIES DEPARTMENT PRIOR TO INSTALLATION. 5.A SAMPLE STREET NAME SIGN MUST BE PROVIDED SHOWING THE LETTER HEIGHTS, CASE TYPE, COLORS AND BLADE HEIGHT FOR THE PROPOSED SUBDIVISION STREETS. NOTES: 1.ALL SIGNAGE SHALL BE HIGH INTENSITY PRISM GRADE AND MOUNTED ON 3LBS/FT POLES AND PER TOWN OF HOLLY SPRINGS DETAIL HS361 2.SEE DETAILS HS358, MAST ARM/ OVERHEAD MOUNTED STANDARD TOWN STREET NAME BLADE SIGN, AND HS361, UPGRADED TRAFFIC CONTROL AND STREET NAME SIGN AND POSTS, ON SHEET C8.2 R1-1 30" X 30" R2-1 SPEED LIMIT 20 24" X 30" SIGNAGE LEGEND: RESERVED PARKING MAXIMUM PENALTY $250 GS 20-37.6 VAN ACCESSIBLE R7-8P 18"X9" R7-8 18"X12" *SPACES LABELED WITH A "V" DENOTE TO BE SIGNED FOR VAN ACCESSIBLE. STOP R3-5R 30" X 36" R6-1L 36" X 12"R5-1 30" X 30" ONLY ONE WAY DO NOT ENTER R9-9 24" X 12" R9-11 24" X 12" AHEADSHARE THE ROAD BIKE LANE ENDSW16-1P 24" X 18" R3-17 24" X 18" R3-17AP 24" X 8" R3-17BP 24" X 8" STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 TOP: KEEP RIGHT MUTCD R4-7 BOTTOM: KEEP RIGHT MUTCD R4-7a STRAIGHT THRU ARROWS (TYP.) YELLOW GORE STRIPING ONE-WAY MUTCD R6-2R DO NOT ENTER STOP DO NOT ENTER ROUNDABOUT, SEE SHEET C8.1 FOR TYPICAL ROUNDABOUT DETAIL HS313 8" WHITE CROSSWALK, (120 MILS) 4" WHITE SOLID LINE, (90 MILS) "ACCESSIBLE PARKING SIGN" PAVEMENT MARKING / SIGNAGE LEGEND: A B D 4" YELLOW, (90 MILS)E WHITE RIGHT TURN ARROWF WHITE BICYCLE LANE SYMBOLG 24" WHITE STOP BAR, (120 MILS)C RESERVED PARKING MAXIMUM PENALTY $250 GS 20-37.6 VAN ACCESSIBLE AC A SPEED LIMIT 25 SPEED LIMIT 25 RESERVED PARKING MAXIMUM PENALTY $250 GS 20-37.6 VAN ACCESSIBLE STOP B ONE-WAY MUTCD R6-2R STRAIGHT THRU ARROWS (TYP.) ONE-WAY MUTCD R6-2R STOP C2.19 A A A A A A A R2-1 SPEED LIMIT 25 24" X 30" 2' - 6' WHITE MINI-SKIP LINE, (120 MILS)H STOP B DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 STREET F (55' PUBLIC ROW)WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)CAROLINA SPRINGS BLVD. (82' PUBLIC R.O.W.) ALLEY 3 (25' PRIVATE ALLEY)ALLEY 6(25' PUBLIC ALLEY)ALLEY 5(25' PRIVATE ALLEY)SAND VOLLEYBALL PLAYGROUND PLAY LAWN POOL, 2,921 SF TERRACE TPROJECT LIMITS NATURAL AREA WR SITE LEGEND: PROPOSED BUILDING SYMBOL DESCRIPTION EROSION CONTROL LEGEND: TEMPORARY INLET PROTECTION SYMBOL DESCRIPTIONPEDESTRIAN PAVING [PP-] PP-01 - CONCRETE PED. PAVING FENCING [F-] F-01 - BLACK ALUMINUM FENCING LABELS LEGEND: DETAIL REFERENCE [ DETAIL NUMBER - SHEET NUMBER ] R R R R R R R R R R R R R W W W RRW W W W W WWWWWR W W W W W W W W RRRRRRRRRRR R R R R R R R R R R R W W W W W W W W W W W W RRRRRRRRRRRRRRWWWWWWWWR R R R R R R R R W WWWW WWWWWW W WWWWWWWW W W W WW W W W WWWWWRRRRRRRRRRRRRRRR RRRRRRRRRRRR R R R R R R R R R R R R R R R RR R RRRRRFM FM FM FM FM FM FM FM F M FMFMFMFMR R R R RRRRRRR W WWWWWWWW W W W W G G G G G G G G G G G G G G G G G G G G G G G F M FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W WSSSS SS SSW WW W W W W W W W W W WW WWWEWW W W W W W W RR R R R R R R R R R R R R R RW W W W W WRR R R R R R R RRRRRRRWWWWXXX X GGGGGGGGSSSSSSSS SS SSSS SS MH 3 MH 2 MH 1 18" DIP 18" PVC1 8 " D I P FUTURE PUMP STATION #2 (FINAL LOCATION TO BE DETERMINED) DUKE ENERGY PROGRESS LLC REMAINDER OF FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED 1 8 " D I P 8" P V C 8" DIP30' HOLLY SPRINGS CAFE FEAR BUFFER EXISTING POND TO REMAIN DUKE ENERGY PROGRESS LLC FORMERLY FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED WAKE COUNTY SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ DELORES HORTON DB 8201, PG. 2115 PIN: 0730652261 LAND USE: MOBILE ZONING: R30 TOWN OF HOLLY SPRINGS ETJ PIN: 0730852539 LAND USE: VACANT ZONING: SD (APEX) TOWN OF APEX SR 1154 - WOODS CREEK ROAD(60' PUBL IC R /W DB . 9264 PG . 295)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' CARD INAL P IPEL INE COMPANY , LLC& CARD INAL EXTENS ION COMPANY R /WDB 14033 , PG . 1262 50' DIXIE PIPELINE COMPANY R/W DB 2758, PG. 643 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS 30' HOLLY SPRINGS CAFE FEAR BUFFER SCM 8 WET DETENTION POND SCM 10 WET DETENTION POND 25' ROW DEDICATION SCM 7 CONSTRUCTED WETLANDS LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAPITAL PROPERTIES II LLC DB 17612, PG. 1928 PIN: 0730842712 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAPITAL PROPERTIES II LLC, LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730834534 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) CARO LI N A S P RI N G S B O U L E V A R D (82' PU B LI C R O W) EXISTING EOP EXISTING 12 OAKS SUBDIVISION 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 SCM 6 CONSTRUCTED WETLANDS SCM 12 WET DETENTION POND SCM 9 WET DETENTION POND CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW)WOODFIELD DEAD ENDROAD (82' PUBLIC ROW) S R 1 1 5 4 - W OO D S C R E E K RO A D (E X I S T I N G 6 0 ' P U B L I C R /W D B 9 2 6 4 P G 2 9 5 )ALLEY 8(25' ACCESSEASEMENT)STREET K (51' PUBLIC R/W) STREET K (25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)FLOODWAY FEMA 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN STREET C(55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET F (55' PUBL I C R O W )STREET C (55' PUBLI C R O W)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET L(55' PUBLIC ROW)STREET D (55' PUBLIC ROW)STREET D (55' PUBLIC ROW)ALLEY 2(25' ACCESS EASEMENT)ALLEY 3 (25' ACCESS EASEMENT)STREET M(55' PUBLIC ROW)STREET R (55' PUBLIC ROW) STREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)AL L E Y 7 (VA R I A B L E W I D T H A C C E S S E A S E M E N T ) 82' R/W 55' B-B 82' R/W 39' B-B ALLEY 1 (25' ACCESS EASEMENT)ALLEY 1 (25' ACCESS EASEMENT) PROPOSED 25' R/W DEDICATION PUD BOUNDARY PUD BOUNDARY HHI TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 PUD BOUNDARY ALLEY 11 (25' ACCESS EASEMENT) SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS# 17-29-PSSALLEY 9(25' ACCESSEASEMENT)ALLEY 9(25' ACCESSEASEMENT)6' SEE SEPARATE CAROLINA SPRINGS BLVD. PLAN SET FOR MORE INFORMATION SHOWN FOR REFERENCE ONLY FLOODWAY SEWER OUTFALL PART ON THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE CONSTRUCTION DRAWINGS TOHS #17-29-04 ALLEY 10 (35' ACCESS EASEMENT) DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692 30' HOLLY SPRINGS CAPE FEAR BUFFER ALL E Y 6 (25' A C C E S S E A S E M E N T ) ALLEY 1 (VARIABLE WIDTH ACCESS EASEMENT) WOODFIELD DEAD END ROAD (82' PUBLIC ROW) SS SS S SSSSSSSSS MH 377 MH 378 MH 1ASECTION 2SECTION1BSECTION 3SECTION1BSECTION 2SECTION1BSECTION 2 SECTION 1B SS 11-1/4° BEND 11-1/4° BEND 8" TEE W/ (3) 8" GV 6" TEE W/ (3) 6" GV 45° BEND 45° BEND 45° BEND 45° BEND 45° BEND 45° BEND 11-1/4° BEND 11-1/4° BEND 45° BEND 45° BEND 45° BEND 45° BEND ANY SEWER CLEANOUT THAT IS IN THE DRIVEWAY NEEDS TO BE TRAFFIC BEARING (TYP.) 45° BEND 45° BEND W O O D S C R E E K R O A D 60' P U B L I C RI G H T O F W A Y 100YR BACKWATER EASEMENT 100YR BACKWATER EASEMENT Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:41:47 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 OVERALL UTILITY PLANC3.0 UTILITY PLAN NOTES: 1.UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS COMPLETED AS PART OF THE RIGHT-OF-WAY PLAT. 2.ALL STORM DRAINAGE AND SANITARY SEWER LINES SHALL HAVE 20' EASEMENTS CENTERED ON THE LINES UNLESS LOCATED COMPLETELY IN ROAD ROW. 3.ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE A RIM ELEVATION OF ONE FOOT ABOVE FINISHED GRADE. MANHOLES ADJACENT TO 100-YR FLOOD PLAIN SHALL HAVE A RIM ELEVATION OF 2' ABOVE THE 100-YR FLOOD ELEVATION. 4.WATER LINE SHALL BE 2' MINIMUM OFF EDGE OF CURB UNLESS SHOWN OTHERWISE. 5.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE TO EDGE FROM EXISTING OR PROPOSED SANITARY OR STORM SEWER UNLESS THE ELEVATIONS OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. 6.WHERE A WATER MAIN AND A SANITARY SEWER CROSS AND THE VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE PASSES UNDER THE SANITARY SEWER, THE SEWER MAIN SHALL BE DUCTILE IRON PIPE. ALL WATER LINES SHALL BE DUCTILE IRON PIPE. 7.EACH WATER SERVICE SHALL BE EQUIPPED WITH A PRESSURE REDUCING VALVE ON THE PRIVATE SIDE OF THE METER. 8.ALL NEW UTILITY LINES MUST BE UNDERGROUND. 9.WATER AND SEWER SERVICES SHALL BE INSTALLED WITHIN A 3' RADIUS OF EACH LOT LINE. 10.RECLAIMED WATER LINE SHALL BE C900 PVC. 11.ALL NEW DISTRIBUTION PIPING IN THE RECLAIMED WATER SYSTEM, INCLUDING SERVICE LINES, VALVES AND OTHER APPURTENANCES SHOULD EITHER BE COLORED PURPLE (PANTONE 522 OR SIMILAR) AND EMBOSSED OR BE INTEGRALLY STAMPED/MARKED "CAUTION: RECLAIMED WATER - DO NOT DRINK" OR BE INSTALLED WITH A PURPLE IDENTIFICATION TAPE, AND A PURPLE POLYETHYLENE VINYL WRAP. 12.TEMPORARY 2" BLOW-OFF ASSEMBLIES WITH GV (IF ENTIRE PROJECT IS TO BE CONSTRUCTED AT ONE TIME THIS IS NOT NEEDED; IF NOT, REMOVE DURING NEXT SECTION OF CONSTRUCTION SECTION 1B SECTION 2 SECTION 3 SECTION 5 SECTION 4 SECTION 1A DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 WWWWW W W W W W W W W W W W W WRRRRR R R R R R R R R R R R R R R R R R R R R R R R R FM FM FM FM FM FM FM FM FM FM FM FM F M F M W WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYSS8" PVCFHA (TYP) (1) 12"x6" TEE (2) 12" GV (1) 6" GV 30'X10' BORE PIT (1) 2" BOA (1) 2" GV SR 1154 - WO O D S C R E E K R O A D (EXISTING 60' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) (1) 2" BOA (1) 12" GV 10'X20' RECEIVING PIT (1) 12"X12"X8" TEE (2) 12" GV (1) 8" GV) BORE AND JACK 65' OF 8" DIP WATER LINE WITH AN 20" STEEL ENCASEMENT PIPE PROPOSED WATERLINE AND RECLAIM ENDS HERE FOR THIS PHASE AIR RELEASE VLAVE AIR RELEASE VALVE (25' ACCESS EASEMENT)FHA (TYP) TEMPORARY CONSTRUCTION EASEMENT 6' FORCEMAIN TO BE PART OF E51 PROJECT 8" PVC FORCEMAIN TO TIE INTO MH 378 AS A SEPARATE PROJECT WOODFIELD DEAD END ROAD (82' PUBLIC ROW) MH 208 RRRRRRRRWWWW W W W W W W W W W W W W WWWWWWWWWWW W W W W W WWWRRRRR R R R R R R R R R R R R R R R R RR R RRRRRRRRRRRRRRRRRRRRRRRRRRRFM FM FM FM FM FM FM F M F M F M FMF M FMFMFMFMFMFMFMF M FMFMFMFMFMFMFMFMFMFMFMF M F M F M 9 10 11 12 1 2 76 75 RRRRRRW W W W W W W W W R R RR R R R R R RXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X MH 1 1 8 " D I P S S S S S S 1 8 " D I P 8" P V C 82°8" DIP12' EXISTING EOP LANE WIDTH 12' EXISTING LANE WIDTH ALLEY 5(25' ACCESS EASEMENT)FHA (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 6" PVC RECLAIMED WATER LINE (TYP) (1) 12"x6" TEE (2) 12" GV (1) 6" GV 30'X10' BORE PIT PROPOSED 12" DIP WATER LINE (TYP) EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN 12' EXISTING EOP LANE WIDTH SR 1154 - WO O D S C R E E K R O A D (EXISTING 60' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) 10'X20' RECEIVING PIT (1) 12"X12"X8" TEE (2) 12" GV (1) 8" GV) BORE AND JACK 65' OF 8" DIP WATER LINE WITH AN 20" STEEL ENCASEMENT PIPE 60' EXISTING R/W 60' EXISTING R/W PROPOSED 25' R/W DEDICATION 60' EXISTING R/W PUD BOUNDARY AIR RELEASE VALVE 2" BOA AND 2" GV TO BE REMOVED AND WATERLINES EXTENDED FHA (TYP) FHA (TYP) THIS SECTION OF WATERMAIN AND RECLAIMED WATERMAIN TO BE CONSTRUCTED WITH THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE PLANS THIS SECTION OF WATERMAIN TO BE CONSTRUCTED WITH THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE PLANS SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS #17-29-PSS TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT 8" PVC FORCEMAIN TO TIE INTO MH 378 AS A SEPARATE PROJECT PUBLIC UTILITY EASEMENT 6' EXISTING BOUNDARY/WOODS CREEK ROAD CENTERLINE VARIABLE WIDTH DE EXISTING STREAM 20' DE ALL E Y 6 (25' A C C E S S EAS E M E N T ) AS A SEPARATE PROJECT MH378 TO BE INSTALLED AS PART OF PUMP STATION PROJECT AND MUST BE EPOXY COATED WOODFIELD DEAD END ROAD (82' PUBLIC ROW) PROPOSED 12" DIP WATER LINE (TYP) PROPOSED 6" PVC RECLAIMED WATER LINE (TYP) REMOVE TEMPORARY BLOW-OFF ASSEMBLY AND CONNECT NEW 12" DIP WATERLINE 65LF JACK AND BORE 20' DE HANDRAIL HANDRAILSECTION 1BSECTION 1AMH 208 MH 377 MH 378 MH 1A W O O D S C R E E K R O A D 6 0 ' P U B L I C RI G H T O F W A Y Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:42:16 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.1 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C3.12 FOR CONTINUATION SEE SHEET C3.2 FOR CONTINUATION SEE SHEET C3.11 FOR CONTINUATIONEASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER SEE BELOW FOR CONTINUATIONDE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT WOODFIELDDEAD END ROAD(82' PUBLIC ROW)SEE ABOVE FOR CONTINUATIONDocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 STREET F (55' PUBLIC ROW)WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)ALLEY 6(25' PUBLIC ALLEY)ALLEY 5(25' PRIVATE ALLEY)PLAYGROUND TERRACE TWWWWWWWWWW W W R RR R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRWRWWWWWR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RWW WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R R FM FM FM FM FM FM F M F M R R R R R R G G G G G G G G G G G G G G G G G G G G G G G G G G G RWOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYG 80 85 84 83 211 213 214 215 207 216 208 217 209 218 210 15 16 9 17 10 18 11 19 12 20 13 22 14 49 4647 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 212 77 48505152 21 74 75 53 54 55 56 57 58 5959 60 61 62 SSSSSSSSSSSSSSSS SS SSSS SSSSSSSSSS SSSSSSSSSSSSSSSSMH 205 MH 204 MH 201 A 8" PVC8" PVC8" PVC 8" PVC 8" PVC8" PVC 8" PVC8" PVC8" PVCSS SS SS 8" PVC TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3ALLEY 5(25' ACCESS EASEMENT)(1) 8" TEE (3) 8" GV (1) 12" X 8" TEE (2) 12" GV & (1) 8" GV (1) 6" TEE (3) 6" GV PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP)ALLEY 5(25' ACCESS EASEMENT)FHA (TYP) FHA (TYP) FHA (TYP) FHA (TYP) FHA (TYP) 3/4" WM (TYP) 4" CO (TYP) 3/4" WM (TYP) 4" CO (TYP) 3/4" WM (TYP) 4" CO (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) (1) 6" CROSS (4) 6" GV (1) 8" CROSS (4) 8" GV (1) 6"x6" TEE (3) 6" GV (1) 8" TEE (3) 8" GV) (1) 12"x6" TEE (2) 12" GV (1) 6" GV 30'X10' BORE PIT PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 8" DIP WATER LINE (TYP)PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN STREET F (55' PUB L I C R O W ) STREET F (55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)PDE STREET G(55' PUBLIC ROW)STREET F (55' PUBLIC ROW)ALLEY 8(25' ACCESS EASEMENT)DE STREET C(55' PUBLIC ROW)FHA (TYP) AIR RELEASE VLAVE AIR RELEASE VALVE DE 3/4" RWM (TYP) 6" CO (TYP) 3/4" RWM (TYP)ALLEY 9(25' ACCESS EASEMENT)(1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV ALLEY 9(25' ACCESS EASEMENT)PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) 20' MULTI-USE TRAIL EASEMENT (TYP) (1) 6" TEE (3) 6" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV DE PDE 20' DE ALLEY 10 (35' ACCESS EASEMENT) PDE 20' PDE 20' DE LE (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) 6' LE (TYP) (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV 20' DE PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) PDE ALL E Y 6 (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV STREET K STREET K 25' ACCESS EASEMENT51' PUBLIC R/W 8" PVC FORCEMAIN TO TIE INTO MH 378 AS A SEPARATE PROJECT (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV TOP OF BANKWOODFIELD DEAD END ROAD(82' PUBLIC ROW)LE (TYP) 30' PUE 20' PDE HANDRAIL 20' PDE (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV SECTION 1 B SECTION 1B SECTION 3 SECTION 1BSECTION 1ASSSS90° 90° 95° 138°SSSSSSMH 208 MH 207 MH 206 MH 203 MH 202 MH 200 (5' DIA) MH 201 B MH 402 MH 227(0) MH 226(0) MH 362 30' PUE 8' EXISTING TELEPHONE LINE TO BE RELOCATED8" PVC8" PVC 176° 167° 169° 166° 45° BEND 171° 168° Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:42:33 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.2 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C3.1 FOR CONTINUATION SEE SHEET C3.3 FOR CONTINUATION SEE SHEET C3.6 FOR CONTINUATION SEE SHEET C3.10 FOR CONTINUATIONEASEMENT ABBREVIATION LEGENDEASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER SR 1154 - WO O D S C R E E K R O A D (EXISTING 60' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT EXISTING TELEPHONE LINE ALONG WOODFIELD DEAD END ROAD TO BE RELOCATED BUT MUST REMAIN OPERATIONAL FOR ADJACENT PROPERTY OWNERS TO THE NORTH DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)ALLEY 3 (25' PRIVATE ALLEY)ALLEY 6(25' PUBLIC ALLEY)SAND VOLLEYBALL PLAYGROUND PLAY LAWN POOL, 2,921 SF TERRACE TPROJECT LIMITS NATURAL AREA WWW WWWWWWW W W W W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRWWRW W R R WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRWWWWWWWWWWWWWWWWWWWWW W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR219 235 220 236 221 229 237 197 214 222 230 198 215 223 231 199 207 216 232 200 208 217 233 201 209 218 226 234 210 227 206 205 204 203 196 195 194 193 192 191 190 189 187 188 202 224 225 228 245 244 243 242 241 246 PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) 20' PDE 3/4" WM (TYP) 4" CO (TYP) 3/4" WM (TYP) 4" CO (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)ALLEY 4(25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)ALLEY 3 (25' ACCESS EASEMENT) FHA (TYP) VARIABLE WIDTH PUE 3/4" RWM (TYP) FHA (TYP) PDE 20' PDE VARIABLE WIDTH DE 5' SIDEWALK EASEMENT 20' DE 30' HOLLY SPRINGS CAPE FEAR BUFFER VARIABLE WIDTH PUE WOODFIELD DEAD ENDROAD(82' PUBLIC ROW)WOODFIELD DEAD ENDROAD(82' PUBLIC ROW)20' PDE VARIABLE WIDTH PUE 30' PDE (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV SECTION 1BSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMH 226(0) MH 225(0) MH 224(0) MH 235 MH 223(0) MH 234 MH 222(0) 169° 162°SECTION 2SECTION1B90° 11-1/4° BEND 11-1/4° BEND 8" TEE W/ (3) 8" GV 6" TEE W/ (3) 6" GV 8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" P V C 8" PVC161° 169° 100° Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:42:52 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.3 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C3.2 FOR CONTINUATION SEE SHEET C3.4 FOR CONTINUATION SEE SHEET C3.6 FOR CONTINUATIONEASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT EXISTING TELEPHONE LINE ALONG WOODFIELD DEAD END ROAD TO BE RELOCATED BUT MUST REMAIN OPERATIONAL FOR ADJACENT PROPERTY OWNERS TO THE NORTH DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 CAROLINA SPRINGS BLVD. ALLEY 3 (25' PRIVATE ALLEY) R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R RR R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W RRRRRRRRRR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR376 379380 377378 381 384385 382383 386 389 387388 237 238 239 240 133 127128129130 133 127128129130 376 379380 377378 381 384385 382383 386 389 387388 237 238 239 240 133 127128129130 376379380377378381384385382383386389387388 236 237 238 239 240 392 393 394 395 396392393394395396 398 399 400 401 402398399400401402 407406405404 407406405404 187 187 186 186 185 185 184 184 188 188 412 412 411 411 410 410 375 375 331 331 333 333 334 334 335 335 135 135 134 134 132 132 403 403 408 408 136 136 131 131 336 336 332 332 414 416417419420421 414416417419420421 OPEN SPACE OPEN SPACE 390 390 391 391 397 397 409 409 413 413 415 415 418 418 426 426 425 425 424 424 423 423 422 422 325 329 328 327 326 329 328 327 326 325 329 328 327 326 325 330 330 241241 241 SS MH 217 8" P V C SS SSSSSSSSSS SSSSSSSS MH 230 8" PVC 8" PV C 8" PVC 148° 124° 156°8" PVC8" PVC90° PROPOSED 8" DIP WATER LINE (TYP) TOP OF BANK (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV EXISTING EOP TIE TO EXISTING ROAD 20' PDE 20' PDE 20' PDE FHA (TYP) FHA (TYP) FHA (TYP) FHA (TYP) 3/4" WM (TYP)4" CO (TYP) (1) 8" CROSS (4) 8" GV) (1) 6"x6" CROSS (4) 6" GV) (1) 8" CROSS (4) 8" GV) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV STREET D (55' PUBLIC ROW) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)ALLEY 1 (25' ACCESS EASEMENT) ALLEY 3 (25' ACCESS EASEMENT) FHA (TYP) VILLAGE SQUARE/NEIGHBORHOOD DISTRICT CENTER DIVIDING BOUNDARY LINE PDE PDE (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV DE LE (TYP) 3/4" WM (TYP) 4" CO (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 8" DIP WATER LINE (TYP) (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 6"x6" CROSS (4) 6" GV) ALLEY 1 (25' ACCESS EASEMENT) STREET D (55' PUBLIC ROW)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)20' PDE20' PDE (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV STREET L(55' PUBLIC ROW)20' PDE VARIABLE WIDTH PUE VPDE VPDE 8" GV 6" GV 8" GV 6" GV SECTION 4SECTION 5SECTION 3 SECTION 3SECTION 4 SECTION 2 LAST MH FOR SECTION 4 LAST MH FOR SECTION 1B SSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SSSSSSSS SSSSSSSSSSSSSECTION 5 MH 218 MH 229 MH 220 MH 219 MH 221(0) MH 337 MH 339 MH 374 MH 336 SECTION 2SECTION1BSECTION 3SECTION1BSECTION 2SECTION1BSECTION 2 SECTION 1B 91° PROPOSED LIGHT POLE (TYP) 45° BEND 45° BEND 45° BEND 45° BEND 45° BEND 45° BEND 8" PVCMH 227A 8" PVC 8" PVC 8" PVC8" PVC 8" PVC 8" PVC 8" PVC174° 45° BEND 100YR BACKWATER EASEMENT Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:43:08 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.4 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C3.3 FOR CONTINUATION SEE SHEET C3.5 FOR CONTINUATIONEASEMENT ABBREVIATION LEGENDEASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT EXISTING TELEPHONE LINE ALONG WOODFIELD DEAD END ROAD TO BE RELOCATED BUT MUST REMAIN OPERATIONAL FOR ADJACENT PROPERTY OWNERS TO THE NORTH DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 CAROLINA SPRINGS BLVD. (82' PUBLIC R.O.W.) ALLEY 3 (25' PRIVATE ALLEY) R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW W W W W W W W W W W W WWWWWWWWWWWWWWWW 144 161 139 162 104 105 106 100 101 102 103 97 98 99 107 111 110 112 358 127 359 128 360 113 129 116 348 364 117 349 365 118 350 366 119 367 368 337 345 353 361 114 338 346 354 362 355 121 340 356 125 341 342 357 335 344 126 120 115 109 108 160 158 157 156 155 154 153152151150148149146145143142141140 135134 159 136 137 138 147 336 339 363 296297298299300301302303304 124 123 122 343 347 351 352 322 314 321 313 320 312 327 319 310 326 318 325 317 324 316 308 323 315 307 311 309 SSSSSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS MH 94 8" PVC8" P V C 8" PVC 8" PVC SSSSSS MH 216 8" PVC PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) CA R O L I N A S P R I N G S B O U L E V A R D (82 ' P U B L I C R O W ) (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT) 3/4" WM (TYP) 4" CO (TYP) 3/4" WM (TYP) 4" CO (TYP) FHA (TYP) FHA (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP)ALLEY 2(25' ACCESS EASEMENT)STREET D (55' PUBLIC ROW) VWDE STREET M(51' PUBLIC ROW)AL L E Y 7 (V A R I A B L E W I D T H A C C E S S E A S E M E N T ) ALLEY 3 (25' ACCESS EASEMENT) VWDE ALLEY 11 (25' ACCESS EASEMENT) 20' PDE LE (TYP) PROPOSED 8" DIP WATER LINE (TYP) FHA (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) LE (TYP) PDE (25' ACCESS EASEMENT) STREET D (55' PUBLIC ROW) 20' PDE 20' PDE (1) 2" BOA (1) 2" GV VWDE 20' DE SECTION 4 SECTION 2 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS MH 213 MH 214 MH 335 MH 423 MH 334 MH 354(0) MH 332 PROPOSED LIGHT POLE (TYP) 8" PVC 8" PVC 8" PVC 8" PVC163° 169° Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:43:27 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.5 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C3.6 FOR CONTINUATIONSEE SHEET C3.4 FOR CONTINUATIONSEE SHEET C3.8 FOR CONTINUATIONSEE SHEET C3.7 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 ALLEY 3 (25' PRIVATE ALLEY) SAND VOLLEYBALL PLAY LAWN PROJECT LIMITS WWWWWWWWWWWWR R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R R R R R R R R R RRRRRRRR R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W WWWW W W W W W W WWWWWWWWW W W W W W 166 167 168 161 162 170 163 96 171 169 165 164 160 158 157 159 86 87 88 89 53 54 55 56 57 58 5959 60 61 62 180 182 181 179 172 174 176 175 173 177 178 183 SSSSSS SS SSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSS SS SS SS SS SS MH 201 A 8" PV C8" PVC8" PVC 8" PVC8" PVC 8" PVC 8" PVC8" P V C SSSS62° 61° 72°8" PVC 72° EXISTING POND TO REMAIN SCM 8 WET DETENTION POND PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) 20' SCMMAE PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) (1) 6" CROSS (4) 6" GV (1) 12" X 8" TEE (2) 12" GV & (1) 8" GV (1) 6" TEE (3) 6" GV (1) 12"X8" TEE (2) 12" GV (1) 8" GV (1) 6" TEE (3) 6" GV (TYP) FHA (TYP) 3/4" WM (TYP) 4" CO (TYP) PROPOSED 12" DIP WATER LINE (TYP) PROPOSED 6" PVC RECLAIMED WATER LINE (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) 30' DE 20' SCMMAE STREET F (55' PUBLIC ROW) PROPOSED 12" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PDE PDE 3/4" WM (TYP) 4" CO (TYP)STREET CSTREET C(55' PUBLIC ROW)FHA (TYP) ALLEY 3 (25' ACCESS EASEMENT) 6" CO (TYP) FHA (TYP) 15' SIDEWALK EASEMENT 20' DE ALLEY 10 (35' ACCESS EASEMENT) 20' DE 20' DE 5' SIDEWALK EASEMENT LE (TYP) LE (TYP) (1) 2" BOA 20' DE PDE 20' DE (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV BACKWATER EASEMENT FEMA 100 YEAR FLOODPLAIN 30' PUE 30' PUE TEMPORARY BOA FOR PHASE 1A SECTION 2 LAST MH FOR SECTION 1A 138° 8' MH 200 (5' DIA) MH 86 MH 87 MH 85 MH 84 MH 85A MH 201 B 8' 161° 7.13 SSSS SS SS SS SS SS SS MH 351 MH 352 8" P V C 8" PVC 5'5' ANY SEWER CLEANOUT THAT IS IN THE DRIVEWAY NEEDS TO BE TRAFFIC BEARING (TYP.) 20' DE 20' DE 159° 176° 136° 45° BEND Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:43:40 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.6 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER SEE SHEET C3.2 FOR CONTINUATIONSEE SHEET C3.3FOR CONTINUATIONSEE SHEET C3.9 FOR CONTINUATIONSEE SHEET C3.5 FOR CONTINUATION SEE SHEET C3.10 FOR CONTINUATION STREAM CROSSING BY OPEN CUT; SEE HS374 FOR CASING REQUIREMENTS DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 RRRRRRRRRRRRRRW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW RRRRRRRRRR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRRRRRRRRRRRRRR277 277 278 278 279 279 280 280 281 281 282 282 283 283 284 284 285 285 286 286 287 287 288 288 289 289 290 290 291 291 292 292 293 293 294 294 295 295 296 296 297 297 298 298 299 299300 300 301 301 302 302 303 303 304 304 269270271 264 272 265 273 266 274 267 275 268 276 269270271 264 272 265 273 266 274 267 275 268 276 269270271 264 272 265 273 266 274 267 275 268 276 308 307 314 306 313 312 310 314 306 313 312 310 308 307 314 306 313 312 310 308 307 311 309 305 311 309 305 261 260 259 258 257 256 262 263 261 260 259 258 257 256 262 263 261 260 259 258 257 256 255 262 263 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS MH 94 8" PVC8" DIP8" PVC8" PVC8" PVC8" PVC91° 90° SEWER STUB (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV 3/4" WM 4" CO (TYP) 3/4" WM (TYP) 4" CO (TYP) 3/4" WM (TYP) 4" CO (TYP) FHA (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) FHA (TYP) FHA (TYP) PROPOSED 6" C900 PVC FEMA EFFECTIVE 100 YEAR FLOODPLAINSTREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET M(51' PUBLIC ROW)STREET R (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)20' SCMMAE PDE ALLEY 11 (25' ACCESS EASEMENT) 20' PDE LE (TYP) LE (TYP) FHA (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) LE (TYP) PDE SCM #9 PROPOSED LIGHT POLE (TYP) FEMA EFFECTIVE FUTURE 20' PDE 30' HOLLY SPRINGS CAFE FEAR BUFFER TOP OF BANK (TYP.) 20' PDE 8" GV 6" GV 20' DE 20' DE FLOODWAY FEMA EFFECTIVE 100 YEAR FLOODPLAIN SECTION 4 6' 7' SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMH 97 MH 96 MH 95 MH 92 MH 93 MH 224 MH 335 MH 334 MH 354(0) MH 332 100 YR FLOODPLAIN 11-1/4° BEND 11-1/4° BEND 45° BEND 90° 45° BEND 45° BEND 45° BEND 8" PVC 8" PVC SS SS SS SSSSSS8" PVC8" PVC MH 445 MH 93A 8" PVC100YR BACKWATER EASEMENT Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:43:56 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.7 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 SEE SHEET C3.5 FOR CONTINUATION SEE SHEET C3.8 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 R R R R R R R R R R R R R R R R RRRRRRRRRRRR WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWR R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW RRRRRRRRRRRRRRRRR W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRW 161 162 163 104 105 106 100 101 102 103 95 96 97 98 99 107 358 374 359 360 364 365 366 367 368 361 362 370 371 372 373 357 108 165 164 160 159 369 363 291292293294295296297298299300301302303304 261 253 260 252 259 258 257 256 255 254 94 247 248 251 250 249 93SSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS MH 94 8" PVC8" PVC8" PVC8" PVC8" DIP8" PVC8" P V C 90° TOP OF BANK (TYP.) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV (1) 12" CROSS (2) 12" GV & (2) 12" X 8" RED. (2) 8" GV (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV 3/4" WM (TYP) 4" CO (TYP) 3/4" WM (TYP) 4" CO (TYP) FHA (TYP) FHA (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) FEMA EFFECTIVE 100 YEAR FLOODPLAIN VWDE VWDE VWDE VWDE PDE LE (TYP) LE (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER PROPOSED 8" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) LE (TYP) PDE (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV FEMA EFFECTIVE FUTURE (1) 2" BOA (1) 2" GV FEMA 100 YEAR FLOODPLAIN VWDE 20' DE 30' PUE 20' DE 20' DE 20' DE FLOODWAY SE C T I O N 4 SE C T I O N 2 LAST MH FOR SECTION 2 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS MH 213 MH 89 MH 92 MH 93 MH 90 MH 354(0) MH 332 MH 352 8" PVC 8" PVC SSSS8" PVC8" PVC163° 165° 168° SE C T I O N 4 SE C T I O N 2 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:44:11 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.8 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60SEE SHEET C3.9 FOR CONTINUATIONSEE SHEET C3.5 FOR CONTINUATIONEASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER SEE SHEET C3.7 FOR CONTINUATION DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 R R R R R R R R R R R R R R R R R R R R R R R RWWWWWWWRRRR RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W WWWWWW W W W W W W WWWWWWW W W W W W W W W W W W RRRRRRRR166 167 168 161 162 170 163 95 96 97 98 171 169 165 164 160 158 157 159 94 247 93 90 91 92 86 87 88 89 62 180 182 181 179 172 174 176 175 173 177 178 183 W W W W W WW W W W W W W W R R R RR R R R R R R R R R R R R R R R R R R R R T T T TTT TTTTTTT T T T SS SS SSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS 8" PV C8" PVC8" PVC 8" PVC8" PVC8" PVC8" P V C SSSS61° 72°8" PVC 90° 72° PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) 20' SCMMAE 39' B-B (1) 12" CROSS (2) 12" GV & (2) 12" X 8" RED. (2) 8" GV (1) 6" CROSS (4) 6" GV (1) 12"X8" TEE (2) 12" GV (1) 8" GV (1) 6" TEE (3) 6" GV 82' R/W 39' B-B 3/4" WM (TYP) 4" CO (TYP) FHA (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) PROPOSED 12" DIP WATER LINE (TYP) PROPOSED 6" PVC RECLAIMED WATER LINE (TYP) 30' DE 20' SCMMAE FLOODWAY 82' R/W 55' B-B 82' R/W 39' B-B PROPOSED 12" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) VWDE PDE SEE SEPARATE CAROLINA SPRINGS BLVD. BRIDGE AND BOARDWALK PLAN SET FOR MORE INFORMATION . SHOWN FOR REFERENCE ONLY FHA (TYP) TWO LANE CORDED SLAB BRIDGE AND UTILITIES AS PART OF A SEPARATE PROJECT 2" BOA'S W/ 2" GV'S TO BE REMOVED AND WATER LINES EXTENDED LE (TYP) LE (TYP) LE (TYP) FEMA 100 YEAR FLOODPLAIN (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV 20' DE DE DE (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN 30' PUE 30' PUE TEMPORARY BOA FOR PHASE 1A 20' DE PROPOSED CLOMR 100 YEAR FLOODLINE SE C T I O N 2 SE C T I O N 1 A SECTION 2LAST MH FOR SECTION 1A 8' MH 87A MH 86 MH 87 MH 85 MH 85A 161° 7.13 88°SSSS SS SS SS SS SS SS MH 351 MH 352 8" P V C 8" PVC 5'5' ANY SEWER CLEANOUT THAT IS IN THE DRIVEWAY NEEDS TO BE TRAFFIC BEARING (TYP.) 20' DE 20' DE 159° 136° SE C T I O N 4 SE C T I O N 2 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:44:26 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.9 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60SEE SHEET C3.6 FOR CONTINUATIONSEE SHEET C3.10 FOR CONTINUATION SEE SHEET C3.8 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 RW W W W W W W W W W W W WR RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R R WWWWWWWWWWWWWWWWWWWWG G G G G G G G G G G G G G G G G G G G G R15 16 9 17 10 18 11 19 12 20 13 22 14 34 33 32 23 36 35 49 4647 15 16 9 17 10 18 11 19 12 20 13 22 14 34 33 32 23 36 35 49 4647 45 45 31 48 4850 50 51 51 52 52 21 21 24 24 25 25 26 26 27 27 28 28 29 29 30 30 53 53 54 54 55 55 56 56 57 57 58 58 5959 59 60 60 61 61 62 62 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSSSSSS MH 201 A MH 80 MH 81 MH 7 MH 9 MH 8 18" PVC18" PVC8" PVC8" PVC8" PVC8" PVC8" PV C 8" PVC8" PVC SS16" DIP 62° 61° 72° TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER SCM 7 CONSTRUCTED WETLANDS 20' MULTI-USE TRAIL EASEMENT (TYP) (1) 12" X 8" TEE (2) 12" GV & (1) 8" GV (1) 6" TEE (3) 6" GV FHA (TYP) 3/4" WM (TYP) 4" CO (TYP) 3/4" RWM (TYP) 3/4" WM (TYP) 4" CO (TYP) PROPOSED 12" DIP WATER LINE (TYP) PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) FLOODWAY FEMA 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN FLOODWAY PDE FHA (TYP) FHA (TYP) SEWER OUTFALL PART OF THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE CONSTRUCTION DRAWINGS TOHS #17-29-04 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT PDE 20' PDE PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) FLOODWAY 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT FEMA 100 YEAR FLOODPLAIN 20' DE SCM ACCESS AND MAINTENANCE EASEMENT PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) 20' DE PDE TEST HOLE (TYP) TOP OF BANK LE (TYP) HANDRAIL SECTION 1A138°SSSSSSSSSSSSSSSSSSSSMH 200 (5' DIA) MH 85 MH 82 MH 84 MH 362 MH 361 MH 360 MH 359 8'8" PVC8" PVC8" PVC8" PVC 176° 166° 162° 88° 174° 158° 166° 170° 45° BEND Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:44:41 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.10 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C3.11 FOR CONTINUATIONSEE SHEET C3.2 FOR CONTINUATIONSEE SHEET C3.6 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRWWWWWWWWWW W W W W W W WRRRRRRRFMFMFMF M FMFMRFMFMF M F M F M FM FM FM FM FM FM FM FM FM W W W W W SS SSSSSSSSSS8" DIPSANITARY SEWER MANHOLE TOP: 279.11' INV OUT: 265.35' SANITARY SEWER MANHOLE 30' STRE E T Y A R D B U F F E R 20' PUBLIC SANITARY SEWER EASEMENTCOS 5 TWELVE OAKS PHASE 9 SECTION 1C BM 2018, PG 2340 DB 16829, PG 573 PIN 0730718999 10' LANDSCAPE BUFFERG G G W W W WWW W W W W W W W 7 8 9 3 4 5 6 42 40 39 38 37 36 41 1 2 43 44 RRRRRRW W W W W W W W W W W R R R R R R R R R R R R R R RXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X SSSSSSSSSSSSSSSSSSMH 6 MH 7 MH 5 MH 3 MH 2 MH 1 18" DIP 18" PVC18" PVC18" PVC1 8 " D I P WATERLINE TO BE INSTALLED WITH CAROLINA SPRINGS BLVD AND INFRASTRUCTURE PROJECT S S S S S S 1 8 " D I P 8" P V C 25° 82°8" DIP30' HOLLY SPRINGS CAFE FEAR BUFFER 24" SEWER OUTFALL (TYP) SCM 6 CONSTRUCTED WETLANDS 30' TOHS PUBLIC UTILITY EASEMENT 12' EXISTING EOP LANE WIDTH SCMMAE PROPOSED 6" PVC RECLAIMED WATER LINE (TYP) EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN 12' EXISTING EOP LANE WIDTH 60' EXISTING R/W DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692STREET C(55' PUBLIC ROW)FHA (TYP) 2" BOA AND 2" GV TO BE REMOVED AND WATERLINES EXTENDED PROPOSED 12" DIP WATER LINE (TYP) FHA (TYP) THIS SECTION OF WATERMAIN AND RECLAIMED WATERMAIN TO BE CONSTRUCTED WITH THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE PLANS THIS SECTION OF WATERMAIN TO BE CONSTRUCTED WITH THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE PLANS SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS #17-29-PSS PUBLIC UTILITY EASEMENT FEMA 100 YEAR FLOODPLAIN TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER FEMA 100 YEAR FLOODPLAIN FLOODWAY TOP OF BANK (TYP.) 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT SEWER OUTFALL PART ON THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE CONSTRUCTION DRAWINGS DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692 VARIABLE WIDTH DE EXISTING STREAM 20' DE 20' DE 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT SEWER OUTFALL TO PUMP STATION #1 AS A SEPARATE PROJECT #17-29-04 MH378 TO BE INSTALLED AS PART OF PUMP STATION PROJECT AND MUST BE EPOXY COATED PROPOSED 12" DIP WATER LINE (TYP) PROPOSED 6" PVC RECLAIMED WATER LINE (TYP) REMOVE TEMPORARY BLOW-OFF ASSEMBLY AND CONNECT NEW 12" DIP WATERLINE 20' DE HANDRAIL HANDRAIL SECTION 1ASECTION 1AS S S S S S S S S SSS SSSSSSSSMH 377 MH 378 MH 1A MH 358 MH 350 MH 349 MH 376 6.8' 91° FLOODWAY 91°8" PVC8" PVC8" PVC8" P V CSSSS157° 165° CORE INTO EXISTING MANHOLE 169° W O O D S C R E E K R O A D 6 0 ' P U B L I C RI G H T O F W A Y Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, May 11, 2021 10:44:55 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONUTILITY PLANC3.11 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C3.12 FOR CONTINUATION SEE SHEET C3.10 FOR CONTINUATION SEE SHEET C3.1 FOR CONTINUATIONEASEMENT ABBREVIATION LEGEND UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT DocuSign Envelope ID: E810949B-64FE-4499-A1D8-40730D4CA4DC 5/12/2021 280280280280280 290290 290290 290290290 300300 300300300300 300 300 300 3103103203202602602702702702702 7 0270 280280280 2802802802902902902902 9 0 300300300300 3 0 0 3003 0 0 3103103103103 1 0 32032032 0 320 280280280280 280280290290290290 290290 290 290 290 290 290290 290290 290290 3003003003 0 0 300300 300300 300 300 300 300 300 300 310 310 310310 310310310 310310 310 310310 310 310310310310 31032 0 3 2 0 32 0 3203 2 0 320320 3 2 0320320 320320320320320320 320320320320320 320330 330TP WWWWWWWWW W WWWWWWWW W W W WW W W W WWWWWRRRRRRRRRRRRRRRR RRRRRRRRRRRR R R R R R R R R R R R R R R R RR R RRRRRFM FM FM FM FM FM FM FM F M FMFMFMFMR R R R RRRRRRR W WWWWWWWW W W W W G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W SSSS SS SSWALL WALL WALL WALL CONC SIDEWAL K CONC SIDEWAL K G G G G G G G R RR R R R R R R R R R R FO FO RRRRE WETLAND AREA W31 HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 R R R R R R R R R R R RGGGG GGGW W W W W W W 392 393 394 395 396 225 228 414416417419420421 391 397 409413415418426425424423422 310310 311 309 305 WW W W W W W W RR R R R R R R R R R R R R RRRRRRRRWWWWGGGG GGGGTP 320310 320320 320 OFF-SITE ROADWAY WORK BY OTHERS WETLANDS (TYP) 30' HOLLY SPRINGS CAFE FEAR BUFFER WETLANDS (TYP) EXISTING POND TO REMAIN DUKE ENERGY PROGRESS LLC FORMERLY FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED WAKE COUNTY SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ DELORES HORTON DB 8201, PG. 2115 PIN: 0730652261 LAND USE: MOBILE ZONING: R30 TOWN OF HOLLY SPRINGS ETJ PIN: 0730852539 LAND USE: VACANT ZONING: SD (APEX) TOWN OF APEX WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLANDS (TYP) WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' CARD INAL P IPEL INE COMPANY , LLC& CARD INAL EXTENS ION COMPANY R /WDB 14033 , PG . 1262 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS WETLANDS (TYP) 30' HOLLY SPRINGS CAFE FEAR BUFFER SCM 8 WET DETENTION POND SCM 10 WET DETENTION POND 25' ROW DEDICATION SCM 7 CONSTRUCTED WETLANDS 10' ASPHALT MULTI-USE TRAIL (TYP) LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAPITAL PROPERTIES II LLC DB 17612, PG. 1928 PIN: 0730842712 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAPITAL PROPERTIES II LLC, LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730834534 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) CARO LI N A S P RI N G S B O U L E V A R D (82' PU B LI C R O W) EXISTING EOP EXISTING 12 OAKS SUBDIVISION 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 SCM 6 CONSTRUCTED WETLANDS SCM 11 SCM 12 WET DETENTION POND SCM 13 SCM 9 WET DETENTION POND SCM 14 SCM 15 WETLANDS (TYP) FUTURE AMENITY SITE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW) FUTURE ROAD EXTENSION (BY OTHERS) S R 1 1 5 4 - W OO D S C R E E K RO A D (E X I S T I N G 6 0 ' P U B L I C R /W D B 9 2 6 4 P G 2 9 5 )ALLEY 8(25' ACCESSEASEMENT)STREET K (51' PUBLIC R/W) STREET K (25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)FLOODWAY FEMA 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN STREET C(55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET F (55' PUBL I C R O W )STREET C (55' PUBLI C R O W)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET L(55' PUBLIC ROW)STREET D (55' PUBLIC ROW)STREET D (55' PUBLIC ROW)ALLEY 2(25' ACCESS EASEMENT)ALLEY 3 (25' ACCESS EASEMENT)STREET M(55' PUBLIC ROW)STREET R (55' PUBLIC ROW) STREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)AL L E Y 7 (VA R I A B L E W I D T H A C C E S S E A S E M E N T ) WETLANDS (TYP) ALLEY 1 (25' ACCESS EASEMENT)ALLEY 1 (25' ACCESS EASEMENT) 150' 125' FUTURE PHASE FUTURE PHASE PROPOSED 25' R/W DEDICATION PUD BOUNDARY PUD BOUNDARY HHI TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 PUD BOUNDARY ALLEY 11 (25' ACCESS EASEMENT) 125' SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS# 17-29-PSSALLEY 9(25' ACCESSEASEMENT)ALLEY 9(25' ACCESSEASEMENT)WETLANDS (TYP) FLOODWAY ALLEY 10 (35' ACCESS EASEMENT) DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692 FUTURE VILLAGE SQUARE EAST 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLANDS (TYP) ALLEY 1 (25' ACCESS EASEMENT) ALL E Y 6 (25' A C C E S S E A S E M E N T ) ALLEY 1 (VARIABLE WIDTH ACCESS EASEMENT) SCM #9 20' PDE 30' PUE 30' PUE 30' PDE XS 10 0 0 100 Y R P R O P O S E D W S E L = 2 5 9. 1 0 XS 1191 100 Y R P R O P O S E D W S EL = 262. 1 5XS 1285100 YR PROPOSED WSEL = 264.03 XS 1420100 YR PROPO SED WSEL = 270.71 XS 1463 100 YR PROPO S E D W S E L = 2 7 0 . 7 5 XS 1628 100 YR PROPOS E D W S E L = 2 7 1 . 6 8 XS 1837 100 YR PROPOSED WSEL = 2 7 5 . 9 2 XS 2043 100 YR PR O P O S E D W S E L = 2 7 8 . 4 4 50' DIXIE PIPELINE COMPANY R/W DB 2758, PG. 643 XS 2317 100 YR P R O P O S E D W S E L = 2 8 4 . 4 6 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.0 OVERALL STORM DRAINAGE AND GRADING PLAN.dwg- Wednesday, May 19, 2021 10:24:54 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 OVERALL STORMDRAINAGE AND GRADINGPLANC4.0 GRADING AND DRAINAGE NOTES: 1.SURVEY PROVIDED BY WITHERSRAVENEL AND BATEMAN CIVIL SURVEYING DATED 01/10/2020. 2.ALL SCMS SHALL HAVE A 20' MAINTENANCE AND ACCESS EASEMENT AROUND THEM. 3.STREAMS AND WETLANDS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL. 4.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER AREAS. 5.CB=CATCH BASIN; FES=FLARED END SECTION; JB=JUNCTION BOX; YI=YARD INLET WITH SLAB TOP; DI=DRAINAGE INLET WITH GRATE LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING 5/19/2021 265265265 26526 5 2 6 5 2 6 5 2 6 5 265270 2702 7 0 270270270 2 7 0 27 0 27 0 2702 7 0 2702702 7 0 2702 7 0 27527527527 5 280 280 280 285 285 285 285285 290 290290 295 275280285285290 290 290290 29029 0 290295 327327 328 328 2 7 5 2 8 0 2 8 5 29 0295 28028 0 280 285285 285 290290 290 295 280280280285RRRRRRRRRRRRRRRRRRRRRRRRRRRWWWWWWWWWWWWW W W W W W W W W WWW W W W WWWWWWW W W W WWWRRR R R R R R R R RR RRR RRRRRRRRRRRRRRRRR RRRRRRRRRFM FM F M F M FMF M FMFMFMFMF M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF M F M F M FM FM 7 8 9 10 3 11 4 5 6 34 42 40 39 38 37 36 35 41 1 2 43 76 44 RRRRRRW W W W W W W W W W W R R R R R R R R R R R R R RXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X SSSS SSSSSSSSSSSSSSSSSSSSS S S S S SALLEY 5(25' ACCESS EASEMENT)SR 1 1 5 4 - W O O D S C R E E K R O A D (EXI S T I N G 6 0 ' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 )STREET C(55' PUBLIC ROW)CB - 607A CB - 607 CB - 602 FES - 601 CB - 606A CB - 606 CB - 604 CB - 610 CB - 611 CB - 60324" RCPS S S S CB - 630 DI - 620 DI - 615 DI - 623 DI - 616 DI - 624 CB - 610A CB - 611A RISER 6 FES 6 CB - 630A 1202 CB OFF-SITE ROAD IMPROVEMENTS BY OTHERS S S S S S S S S S SSS SSSSSSSSSSALL E Y 6 (25' A C C E S S E A S E M E N T ) DI - 632 FES - 631 FES - 633 ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB BW= 265.60 TW= 271.00 BW= 265.70 TW= 271.00 BW= 262.23 TW= 268.50 BW= 263.93 TW= 268.50 BW= 266.22 TW= 267.27 BW= 265.77 TW= 266.80 BW= 263.46 TW= 264.49 BW= 263.53 TW= 264.65 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT2852902953003053103 1 5315320320 2752802852902952 7 0 2 7 0 2752802 8 5 GFE= 279.50 GFE= 280.75 GFE= 282.25 GFE= 283.50 GFE= 285.25 GFE= 286.50 GFE= 288.25 GFE= 289.75 GFE= 291.25 GFE= 292.75 GFE= 294.50 GFE= 295.75 GFE= 294.25 GFE= 292.50 GFE= 291.25 GFE= 289.50 GFE= 287.75 GFE= 286.25 GFE= 284.75 GFE= 283.25 GFE= 280.25 GFE= 279.11 275 2 8 0285290 274 276 277 278 2 7 9 281282283284286287288289291292293GFE= 328.50 SCM 6 CONSTRUCTED WETLANDS 12' EXISTING EOP LANE WIDTH 12' EXISTING LANE WIDTH SCMMAE EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN 12' EXISTING EOP LANE WIDTH 60' EXISTING R/W 60' EXISTING R/W PROPOSED 25' R/W DEDICATION FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) 60' EXISTING R/W PUD BOUNDARY PROPOSED VARIABLE WIDTH UTILITY EASEMENT SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS #17-29-PSS TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 30' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR EXISTING BOUNDARY/WOODS CREEK ROAD CENTERLINE FEMA 100 YEAR FLOODPLAIN FLOODWAY VWDE EXISTING STREAM WETLANDS (TYP) 20' DE 20' DE 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT 20' DE XS 1000100 YR P R O P O S E D W S EL = 259.10 XS 1191100 YR PR O P OSE D WSEL = 262.15XS 1285100 YR PROPOSED WSEL = 264.03XS 1420100 YR PROPOSED WSEL = 270.71 XS 1463 100 YR PRO P O S E D W S E L = 2 7 0 . 7 5 XS 1628 100 YR PROPO S E D W S E L = 2 7 1 . 6 8 XS 1837 100 YR PROPOSED W S E L = 2 7 5 . 9 2 XS 2043 100 YR PR O P O S E D W S E L = 2 7 8 . 4 4 CB - 605 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.1-4.6 STORM DRAINAGE AND GRADING PLANS.dwg- Wednesday, May 19, 2021 10:29:15 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 STORM DRAINAGE ANDGRADING PLANC4.1 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 NOTES: 1.SURVEY PROVIDED BY WITHERSRAVENEL AND BATEMAN CIVIL SURVEYING DATED 01/10/2020. 2.FINAL GRADING FOR COLLECTOR/SPINE STREETS TO BE DETERMINED WITH CONSTRUCTION DRAWINGS. 3.SCM GRADING IS APPROXIMATE AT MASTER PLAN STAGE. GRADING AND FINAL DESIGN OF SCMS WILL BE DONE AS PART OF THE CONSTRUCTION DRAWING PHASE. 4.ALL SCMS SHALL HAVE A 20' MAINTENANCE AND ACCESS EASEMENT AROUND THEM. 5.STREAMS AND WETLANDS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL. 6.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER AREAS. 7.CB=CATCH BASIN; FES=FLARED END SECTION; JB=JUNCTION BOX; YI=YARD INLET WITH SLAB TOP; DI=DRAINAGE INLET WITH GRATE. SEE SHEET C4.2 FOR CONTINUATION SEE SHEET C4.6 FOR CONTINUATION SWALE 1 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. SWALE 2 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING 5/19/2021 2 9 5 295 300300 3053053 0 5310 310310 310 3103153153153203203203203 2 0 3 2 5 295295 295 3 0 5 305 305305305305305 305285290290295295300300305305320 320 325 325325 325 325325 325325 325 319 319 321 321 321 32 1 321 321321 321 322 322 322 322 322 322 322 322322 322 323 323 324 324 324 326 326 326 326 326 326 326 326 326 327327 327 327 327 328 328 328 325 325 325 325 325 320320320320 325 325 325 325325 321321 321 321321321 322 322322 322323324 324324 326 326 326327 325 325 322322 322322323323323 323 323 323 323324 324 324 305303304306307307300305301302302302303304304304295300305 295295 295 300 300 300 STREET F (51' PUBLIC ROW)WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)ALLEY 6(25' PUBLIC ALLEY)ALLEY 5(25' PRIVATE ALLEY)CLUBHOUSE POOL HOUSE/BATHROOMSTWWWWWWWWWW W W W R RR R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WR RRRRRRRRRRRRRRRRRRRRRRRWRWWWWWWR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RWWW WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R FM FM FM FM FM F M R R R R R R G G G G G G G G G G G G G G G G G G G G G G G G G G G G 80 85 84 83 219 211 213 214 215 207 216 208 217 209 218 210 15 16 17 10 18 11 19 12 20 13 22 14 49 4647 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 212 206 77 48505152 21 74 75 53 54 55 56 57 58 5959 60 61 62 SSSSSSSSSSSSSSSS SS SSSS SSSSSSSSSS SSSSSSSSSSSSSSSSCB - 718 CB - 717A CB - 708A CB - 707A DI - 803 JB - 802 CB - 1215 CB - 1214 CB - 1217 CB - 1216 CB - 1013 CB - 1020 CB - 1018 CB - 1008 SS SS SS ALLEY 5(25' ACCESS EASEMENT)ALLEY 9(25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)STREET F (55' PUB L I C R O W ) STREET F (55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)STREET F (55' PUBLIC ROW)ALLEY 8(25' ACCESS EASEMENT)ALLEY 9(25' ACCESS EASEMENT)STREET C(55' PUBLIC ROW)WOODFIELD DEAD END STREET(82' PUBLIC ROW)CB - 1238 DI - 1237 CB - 1006 CB - 1007 CB - 1009 CB - 713A CB - 713 CB - 710 CB - 709 CB - 718 CB - 707 CB - 717ACB - 717 CB - 705 CB - 708A CB - 702 CB - 708 CB - 707A CB - 706 CB - 703 DI - 803 CB - 1016ACB - 1016 CB - 1003A CB - 1004A CB - 1011 CB - 1010 CB - 1012 CB - 1020 CB - 1019 CB - 1018 CB - 1021 CB - 1007 CB - 1008 FUTURE PHASE SR 1 1 5 4 - W O O D S C R E E K R O A D (EXI S T I N G 6 0 ' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) FUTURE AMENITY SITE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) ALLEY 10 (25' ACCESS EASEMENT) CB - 1015A CB - 1015 CB - 1014 CB - 1014A CB - 1017 DI - 1002FES - 1001 YI - 1005 CB - 1003 CB - 1004 CB - 1006A CB - 1214A CB - 848 CB - 847 DI - 852 CB - 715 CB - 714 CB - 704 DI - 718A DI - 618 DI - 619 DI - 617SSSSFES-2008 FES-2009 CB - 2061 FES - 2060 OFF-SITE ROAD IMPROVEMENT BY OTHERS SSSSSSSSBW= 277.30 BW= 282.14ECB ECA ECA ECA ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB TW= 288.50 TW= 283.12 TC: 322.02 TC: 322.07 TC: 322.26 TC: 322.17 BW= 317.59 TW= 317.59 BW= 316.24 TW= 323.19 BW= 314.76 TW= 317.85 BW= 312.08 TW= 312.08 305 305 310 310 31531532028529029530030531029 0 29 5 30 0 305 31 0 290 2953153 2 0 3 0 5 3 10 315300 3003053 0 5 3103103 1 5 320325305 31 0 31 5 3 2 0 2852902952902953003053103 1 0 300 305310315320GFE= 306.75 GFE= 306.50 GFE= 305.75 GFE= 304.75 GFE= 303.25 GFE= 302.25 GFE= 301.50 GFE= 300.75 GFE= 299.75 GFE= 298.75 GFE= 297.25 GFE= 295.75 GFE= 302.75 GFE= 302.75 GFE= 302.75 GFE= 304.85 GFE= 305.13 GFE= 305.80 GFE= 306.46 GFE= 307.80 GFE= 305.75 GFE= 305.75 GFE= 305.75 GFE= 305.75 GFE= 304.25 GFE= 304.25 GFE= 302.50 GFE= 301.16 GFE= 299.84 GFE= 298.50 GFE= 325.25 GFE= 325.75 GFE= 326.25 GFE= 326.25 GFE= 322.75 GFE= 321.75 GFE= 322.25 GFE= 322.75 GFE= 322.75 GFE= 322.75 GFE= 322.50 GFE= 322.25 GFE= 325.50 GFE= 326.50 GFE= 327.25 GFE= 324.25 GFE= 326.25 GFE= 327.25 GFE= 328.25 GFE= 328.50 GFE= 325.25 GFE= 325.25 GFE= 325.25 GFE= 324.25 GFE= 324.25 GFE= 324.25 GFE= 323.58 GFE= 323.58 GFE= 323.58 GFE= 325.42 GFE= 325.42 GFE= 324.75 GFE= 324.75 GFE= 324.75 GFE= 324.75 GFE= 324.25 323.75 GFE= 323.75 BW= 284.09 WETLANDS (TYP) TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN PDE DE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) FUTURE PHASE FUTURE AMENITY SITE DE 10' ASPHALT MULTI-USE TRAIL (TYP) 20' MULTI-USE TRAIL EASEMENT (TYP) PHASE ONE TRAIL ENDS HERE DE PDE 20' DE PDE 20' PDE 20' DE LE (TYP) PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) LE (TYP) FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR 20' DE PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP)PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) PDE TOP OF BANK LE (TYP) 20' PDE XS 2043 100 YR PR O P O S E D W S E L = 2 7 8 . 4 4 20' PDE XS 2317 100 YR P R O P O S E D W S E L = 2 8 4 . 4 6 SS SSSS S S SSSSSSCB - 750 CB - 1213 FES - 2081 FES - 2080 300305310315320Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.1-4.6 STORM DRAINAGE AND GRADING PLANS.dwg- Wednesday, May 19, 2021 10:29:34 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 STORM DRAINAGE ANDGRADING PLANC4.2SEE SHEET C4.1 FOR CONTINUATION SEE SHEET C4.5 FOR CONTINUATION SEE SHEET C4.6 FOR CONTINUATIONSEE SHEET C4.3 FOR CONTINUATION SEE SHEET C4.7 FOR CONTINUATIONEASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING ECB ECB SWALE 13 V-DITCH RIP RAP LINED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. SWALE 14 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. 5/19/2021 28028028028 0 28 0 28 0 285285 285285 290290 290 29 0 290295 2952 9 5 295 2 9 5 3 0 0 3 0 0 300300305310310310310 310310310 3103103103 1 5315 315 315315 3 1 5315 3153 1 5 315 315 320320 320320 320320 32 0 320280280285285285290290290290295 295300 300300 3 0 5 305 305305305 310310310310310310 310310 315315315315315 315 315315315315 315315 315315 315315320 320 32 0320320320 320320320320312312313313313 313 3 1 3 313313 313313313313314314 314314 315320320313313313314316316317317318318318318318318319319319319315 320 320 320 320 312 313 314 316317317317318318318319 319 32 0 32 0 320 3173 1 7 31 8 319 319 3 1 9 32 1 3 2 2 323 320 3 2 0 320 317 317 318 318 319 32 1 32 1 321 322 322322 322322323323323323 313311 CAROLINA SPRINGS BLVD. (82' PUBLIC R.O.W.) ALLEY 3 (25' PRIVATE ALLEY)KIOSKPOOL HOUSE/BATHROOMSWW W W TP TPR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R WWWWWWWWWWWWWWWWWWWWW WWWWWWWR R W WWWWWWWWWWWW WWWWWWWWWWW W WWWWWWWWWWW W W RRRRRRRRRRRRRR RRRRRRRRRRRRRRRRRRRR144139133 107 111 110112 127128 113 129 116 348 117 349 118 350 119 337 345 353 114 130 338 346 354 355 121 340 356 125 341 342 376379380377378381384385382383386389387388 219 235 220 236 221 229 237 197 222 230 238 198 223 231 239 199 232 240 200 233 201 226 234 227 392 393 394 395 396 398 399 400 401 402 407406405404 206 205 204 203 196 195 194 193 192 191 190 189 187 186 185 184 188 412 411 410 375 357 331 333 334 335 344 126 120 115 109 108 160 158 157 156155154153152151150148149146145143142141140135134132 202 224 403 408 159 136 137 138 147 131 336 339 332 225 228 414416417419420421 277 OPEN SPACE OPEN SPACE 124 123 122 343 347 351 352 390 391 397 409413415418 426 425 424 423 422 322 314 306 329 321 313 328 320 312 327 319 310 326 318 325 317 324 316 308 323 315 307 330 311 309 245 244 243 242 241 246 180 182 181 179 178 183 SS SS SSSSSSSSSSSS SSSSSS SS SSSS CB - 807 CB - 832 CB - 838 CB - 839 CB - 833 DI - 854 CB - 864 DI - 803 JB - 802 FES - 801 FES - 853 DI - 804 CB - 935 CB - 936 CB - 918 CB - 1212 CB - 1211 CB - 1210CB - 1210 CB - 1207CB - 1207 CB - 1209 CB - 1208CB - 1208 CB - 1226CB - 1226 CB - 1240 CB - 1234 CB - 1239 DI - 1232ADI - 1232A CB - 1232 CB - 1231CB - 1231 CB - 1228ACB - 1228A CB - 1228CB - 1228 CB - 1224ACB - 1224A CB - 1225CB - 1225 CB - 1224 CB - 1222CB - 1222 FES - 865 CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)ALLEY 1(25' ACCESS EASEMENT)(55' PUBLIC ROW) STREET D (55' PUBLIC ROW)STREET M(51' PUBLIC ROW)STREET D (55' PUBLIC ROW) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)ALLEY 1 (25' ACCESS EASEMENT)STREET L(55' PUBLIC ROW)ALLEY 3 (25' ACCESS EASEMENT) DI - 1235A CB - 1209A CB - 1233 CB - 935 CB - 936 CB - 918 DI - 1237 10'x8' R C B C CB - 845 CB - 846 CB - 850 CB - 851 CB - 844 CB - 807 CB - 841 CB - 808 CB - 817 CB - 811 CB - 810 CB - 835 CB - 813 CB - 815 CB - 814 CB - 832 CB - 840 CB - 837 CB - 861 CB - 838 CB - 839 CB - 860 CB - 833 DI - 803 DI - 804 CB - 1232A ALLEY 10 CB - 715 CB - 714 CB - 1229A FES - 2050 CB - 1206 JB - 2051 CB - 1218 CB - 1219 CB - 1219A JB - 2052 JB - 2053 JB - 2054 JB - 2055 YI - 2056 CB - 821 CB - 816 CB - 825 CB - 812 CB - 809 CB - 859 ADS - 967 CB - 946 ADS - 966 CB - 945 CB - 925 CB - 867RISER 8 FES 8 315320320320320320320320320320320313313314314316317317318318318318319319319319321321321321321321321321320321321322322322322322322SSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSS SSSSSS SS SS SS SS SS SSSS SS SS SSSSSSSSDI - 803A FES - 1205 CB - 1206A DI - 1230 CB - 1203 CB - 1201 CB - 1202 CB - 1204 CB - 830 CB - 826 CB - 827 CB - 831 DI - 822 ADS - 966A CB - 927 BW= 277.30 SS ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECC ECC ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECAECAECAECAECAECAECAECAECAECAECA ECB ECB ECAECAECAECAECAECAECA ECB TW= 288.50 TW= 300.27 TW= 314.74 TW= 311.99 TW= 311.82 BW= 311.99 BW= 298.06 BW= 294.83 BW= 300.27 BW= 308.02 TW= 308.02 TW= 318.17 TW= 294.30 BW= 294.30 TW= 293.93 BW= 293.93 TW= 311.19 BW= 297.73 TW= 315.65 BW= 296.61 TW= 288.50 TW= 288.50 TW= 283.55 TW= 285.16 TW= 320.48 BW= 314.24 TW= 316.33 BW= 316.34 TW= 320.10 BW= 320.10 TW= 320.10 BW= 312.19 TW= 318.92 BW= 318.93 BW= 332.02 TW= 332.02 BW= 317.81 TW= 317.81BW= 321.40 TW= 331.11 BW= 306.84 TW= 306.84 BW= 305.64 TW= 310.69 BW= 304.83 TW= 309.03 BW= 305.18 TW= 305.18 CB - 1252 DI - 1250 CB - 842 JB - 805 315315 320320 32 0 32 0315320 325 330 315320320 30 0 3003 0 5 30531 0 315320 295 300 305 310 295 300 ECB ECB ECB ECB ECB ECB GFE= 324.25 GFE= 324.25 GFE= 324.25 GFE= 323.10 GFE= 323.16 GFE= 323.23 GFE= 323.75 GFE= 323.75 GFE= 323.75 GFE= 323.75 GFE= 321.75 GFE= 321.75 GFE= 321.75 GFE= 321.08 GFE= 321.08 GFE= 321.08 GFE= 321.75 GFE= 321.75 GFE= 321.75 GFE= 321.75 GFE= 320.25 GFE= 320.25 GFE= 320.25 GFE= 319.58 GFE= 319.58 GFE= 320.50 GFE= 320.50 GFE= 320.50 GFE= 320.50 GFE= 320.50 GFE= 319.25 GFE= 319.25 GFE= 319.25 GFE= 319.25 GFE= 318.25 GFE= 318.25 GFE= 318.25 GFE= 318.25GFE= 317.90 GFE= 318.90 GFE= 319.90 GFE= 320.90 GFE= 321.90 GFE= 322.90 GFE= 317.25 GFE= 317.25 GFE= 317.25 GFE= 317.25 GFE= 315.75 GFE= 315.75 GFE= 315.75 GFE= 315.42 GFE= 315.42 GFE= 315.42 GFE= 314.75 GFE= 314.75 GFE= 314.75 GFE= 314.17 GFE= 314.17 GFE= 314.17 GFE= 313.50 GFE= 313.50 GFE= 313.50 GFE= 313.50 GFE= 313.50 GFE= 313.50 GFE= 312.83 GFE= 312.83 GFE= 312.83 GFE= 312.58 GFE= 312.58 GFE= 312.58 GFE= 313.25 GFE= 313.25 GFE= 313.25 GFE= 313.58 GFE= 313.58 GFE= 313.58 GFE= 314.25 GFE= 314.25 GFE= 314.25 GFE= 314.50 GFE= 314.50 GFE= 314.50 GFE= 314.50 GFE= 314.50 GFE= 314.50 GFE= 314.41 GFE= 314.41 GFE= 313.75 GFE= 313.75 GFE= 313.75 GFE= 315.75 GFE= 315.75 GFE= 315.75 GFE= 315.75 GFE= 315.75 GFE= 315.75 GFE= 317.08 GFE= 317.08 GFE= 318.42 GFE= 318.42 GFE= 319.50 GFE= 318.08 GFE= 318.74 GFE= 319.41 GFE= 319.41 GFE= 320.08 GFE= 320.75 GFE= 321.83 GFE= 321.83 GFE= 322.50 GFE= 322.50 GFE= 316.83 GFE= 317.50 GFE= 318.17 GFE= 318.83 GFE= 319.50 GFE= 319.50 GFE= 319.92 GFE= 320.58 GFE= 321.25 GFE= 321.50 GFE= 321.50 GFE= 321.50 GFE= 321.50 GFE= 321.50 GFE= 321.50 GFE= 321.50 GFE= 321.50 GFE= 322.50 GFE= 322.50 GFE= 322.50 GFE= 322.50 GFE= 322.50 GFE= 321.83 GFE= 321.83 GFE= 321.16 GFE= 320.49 GFE= 313.17 GFE= 313.83 GFE= 314.50 GFE= 311.75 GFE= 311.08 GFE= 310.42 GFE= 321.50 GFE= 320.16 GFE= 319.50 GFE= 319.50 GFE= 318.16 GFE= 318.75 GFE= 318.08 GFE= 317.41 GFE= 316.08 GFE= 317.57 GFE= 318.23 GFE= 318.23 GFE= 318.90 GFE= 318.90 GFE= 319.58 GFE= 319.58 GFE= 320.25 GFE= 320.25 GFE= 320.25 GFE= 320.25 GFE= 319.75 GFE= 319.75 GFE= 319.75 GFE= 319.75 GFE= 319.08 GFE= 319.08 GFE= 318.25 GFE= 317.58 GFE= 316.92 GFE= 316.25 GFE= 315.59 GFE= 314.92 GFE= 313.50 GFE= 312.16 GFE= 310.25 GFE= 312.35 GFE= 313.69 GFE= 314.35 GFE= 315.69 GFE= 317.01 GFE= 318.35 GFE= 319.83 GFE= 319.83 GFE= 319.83 GFE= 320.50 GFE= 320.50 GFE= 320.50 GFE= 320.75 GFE= 320.75 GFE= 320.75 GFE= 320.75 GFE= 320.75 GFE= 320.75 GFE= 320.25 GFE= 320.25 GFE= 320.25 GFE= 319.58 GFE= 319.58 GFE= 319.58 GFE= 319.25 GFE= 319.25 GFE= 319.25 GFE= 319.25 GFE= 312.25 GFE= 310.91 GFE= 309.59 GFE= 308.25 GFE= 306.91 GFE= 306.25 GFE= 313.83 GFE= 314.50 GFE= 313.25 310.50 BW= 306.78 TW= 308.34 BW= 308.34 TW= 318.93 BW= 306.41 TW= 319.01 BW= 306.12 TW= 318.97 BW= 306.97 BW= 282.48 BW= 280.81 BW= 282.35 BW= 284.09 100 YR BACKWATER EASEMENT ELEV. 312.04 EXISTING POND TO REMAIN WETLANDS (TYP) SCM 8 WET DETENTION POND PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) TOP OF BANK 20' SCMMAE WETLANDS (TYP) PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) 20' PDE 20' PDE 20' PDE 20' PDE 30' DE 20' SCMMAE VWDE PUD BOUNDARY PDE 20' PDE VWDE 20' DE 20' DE VWDE LE (TYP) LE (TYP) 20' DE 30' HOLLY SPRINGS CAPE FEAR BUFFER VARIABLE WIDTH PUE 20' PDE VARIABLE WIDTH PUE 30' PDE SS SS SSSSSSSSSS EXISTING CLOGGED PIPE TO BE PUMPED WITH FLOWABLE FILL AND ABANDONED POND BUFFER 310 SSS S CB - 1235 CB - 1227 CB - 1229 CB - 1230 CB - 890 CB - 849 CB - 1243 CB - 1237 CB - 1241 CB - 1242 DI - 1299 DI - 1299A CB - 980 CB - 979 CB - 1213 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.1-4.6 STORM DRAINAGE AND GRADING PLANS.dwg- Wednesday, May 19, 2021 10:29:56 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 STORM DRAINAGE ANDGRADING PLANC4.3SEE SHEET C4.2 FOR CONTINUATION SEE SHEET C4.4 FOR CONTINUATIONSEE SHEET C4.7 FOR CONTINUATIONEASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SWALE 11 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. SWALE 10 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING 5/19/2021 295295 2952953003003003003003003 0 5305 305305305305310310310310 310310310310310310 3 1 5 315 315320 275275275275275275280 280 280 280280 280 2 8 0 280 2802802802802802 8 0280 280280 285 285 285 285285 285 2852852 8 5285285285 285 2852852852 9 0 29 0 2902902902902902 9 0290290 290 2 9 0 295295 295 295295 295 295295295295295 295295 295 295 29 5295295295 295 2 9 5 295 295300300300 30030030530530 5305 305310310310315320315313313313314316317318318318319315 312 313 314 316317317317318319 300305310298299301302303303303304306307308308308309311312313311 295296297R R R R R R R R R R R R R R R R R RRRRRRRRRWWWWWWWWWWWWW W W W W W WWWWWWWWWWWWWWWWWWWWWWWWR R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW R R W W W W W W W W W W WWW R R R R R R R R R R R R R R R R R R RRRRRRRRRRRRRRRRRRRRRRRRWETLAND AREA W31 GG166 161 162 163 104 105 106 100 101 102 103 95 96 97 98 99 107 111 110112 358 374 359 360 113116 348 364 349 365 350 366 367 368 353 361 114 354 362 370 355 371 356 372 373 357 115 109 108 165 164 160 158 157 156 155154153152151150149 159 369363 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291292293294295296297298299300301302303304 351 352 269270271 264 272 265 273 266 274 267 275 268 276 314 306 313 312 310 308 307 311 309 305 261 253 260 252 259 258 257 256 255 262 254 94 247 248 251 263 250 249 93 GGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SSSS CB - 838 CB - 839 CB - 935 CB - 936 CB - 918 CB - 934 CB - 937 CB - 961 CB - 960 CB - 916 CB - 924 CB - 923 CB - 971 CB - 959 CB - 911 CB - 910 CB - 908 CB - 907 CB - 922 CB - 932 CB - 939 CB - 921 CB - 906 CB - 904 CB - 952 FES - 957 CB - 903 FES - 901 JB - 2033 YI - 2034 JB - 2032 HW - 2031 CA R O L I N A S P R I N G S B O U L E V A R D (82' P U B L I C R O W ) CAROLINA SPRINGS BOULEVARD STREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET M(51' PUBLIC ROW)STREET R (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET C(55' PUBLIC ROW)ALLEY 1 (25' ACCESS EASEMENT) CB - 935 CB - 936 CB - 918 CB - 934 CB - 937 CB - 961 CB - 960 CB - 916 CB - 924 CB - 923 CB - 971 CB - 959 CB - 969 CB - 911 CB - 910 CB - 908 CB - 907 CB - 922 CB - 932 CB - 939 CB - 921 CB - 906 CB - 951 CB - 904 CB - 952 CB - 949 CB - 933 CB - 938 CB - 931 CB - 902 CB - 861 CB - 838 CB - 839 CB - 860 CB - 862 CB - 872 CB - 873 CB - 863 CB - 857 CB - 944 CB - 943 CB - 942 AL L E Y 7 (25' A C C E S S E A S E M E N T ) DI - 958 CB - 859 ADS - 967 CB - 946 ADS - 966 FES - 957 FES - 901 DI - 956 DI - 919 DI - 929 DI - 940CB - 905 DI - 947 DI - 964 CB - 945 CB - 925 RISER 9 FES 9 315320313313314314316317318318318319321321321295 295 295 295 295295 295 295 295 292292293 293293 293 293 293 294 294 294 294 294294 294 296 296 296296 296 297 297297 29 8 298 298 29 8 298 298 298 299 299 299 299 299 299300305310296297298299301302302302303304306307308309309309311312313300305310298299301301301302303304306307307307308309311312313295300305305305296297298299299299301302303304306307308309300299301302305304306SSSSSSSSSSSSSSSSSSSSSSSSSSADS - 966A CB - 927 SS ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECBECBECBECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECB ECB ECB ECB ECB ECB ECB ECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECBECBECBECBECBECBECBECBECBECBECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB SS SSSSTW= 306.05 BW= 306.05 BW= 290.99 TW= 308.21 TW= 290.25 TW= 290.25 TW= 291.73 TW= 297.88 TW= 297.34 BW= 282.91 BW= 273.82 BW= 273.88 BW= 278.32 BW= 285.64 TW= 297.54 BW= 272.13 TW= 297.27 BW= 271.23 TW= 295.84 BW= 282.62 TW= 294.39 BW= 287.90 TW= 292.91 BW= 280.24 BW= 291.94 TW= 304.57 BW= 293.92 TW= 301.89 BW= 289.87 TW= 289.87 BW= 289.43 TW= 299.64 TW= 320.48 BW= 314.24 TW= 316.33 BW= 316.34 TW= 291.01 BW= 273.11 TW= 320.10 BW= 320.10 TW= 320.10 BW= 312.19 TW= 318.92 BW= 318.93 TW= 290.25 BW= 282.97 TW= 289.22 BW= 289.22 CB - 953 DI - 954 CB - 913 CB - 912 CB - 917 ECB ECB ECB ECB ECB ECB ALLEY 11 (25' ACCESS EASEMENT) GFE= 321.83 GFE= 321.83 GFE= 321.16 GFE= 320.49 GFE= 313.17 GFE= 313.83 GFE= 314.50 GFE= 311.75 GFE= 311.08 GFE= 310.42 GFE= 309.08 GFE= 321.50 GFE= 320.16 GFE= 319.50 GFE= 319.50 GFE= 318.16 GFE= 318.75 GFE= 318.08 GFE= 317.41 GFE= 316.08 GFE= 319.08 GFE= 319.08 GFE= 318.25 GFE= 317.58 GFE= 316.92 GFE= 316.25 GFE= 315.59 GFE= 314.92 GFE= 313.50 GFE= 312.16 GFE= 310.84 GFE= 309.50 GFE= 308.16 GFE= 308.25 GFE= 306.91 GFE= 305.59 GFE= 304.25 GFE= 303.25 GFE= 301.91 GFE= 300.59 GFE= 299.25 GFE= 297.91 GFE= GFE= 304.15 GFE= 304.93 GFE= 306.26 GFE= 306.93 GFE= 307.59 GFE= 308.93 GFE= 310.25 GFE= 312.35 GFE= 313.69 GFE= 314.35 GFE= 315.69 GFE= 317.01 GFE= 318.35 GFE= 319.83 GFE= 319.83 GFE= 319.83 GFE= 320.50 GFE= 320.50 GFE= 298.25 GFE= 298.75 GFE= 299.50 GFE= 299.50 GFE= 299.25 GFE= 298.25 GFE= 297.75 GFE= 297.25 GFE= 297.25 GFE= 296.50 GFE= 296.25 GFE= 295.75 GFE= 295.25 GFE= 295.25 GFE= 295.50 GFE= 294.25 GFE= 294.25 GFE= 293.75 GFE= 293.25 GFE= 297.84 GFE= 298.50 GFE= 299.17 GFE= 299.84 GFE= 301.16 GFE= 302.50 GFE= 303.92 GFE= 305.25 GFE= 305.92 GFE= 306.59 GFE= 307.91 GFE= 309.25 GFE= 309.84 GFE= 310.50 GFE= 311.17 GFE= 312.50 GFE= 313.83 GFE= 314.50 GFE= 313.25 GFE= 312.58 GFE= 311.25 GFE= 310.58 GFE= 309.91 GFE= 307.50 GFE= 306.16 GFE= 304.84 GFE= 303.50 GFE= 301.50 GFE= 300.16 GFE= 298.84 GFE= 298.17 GFE= 297.50 GFE= 306.25 GFE= 305.58 GFE= 304.25 GFE= 303.57 GFE= 302.24 GFE= 301.58 GFE= 300.92 GFE= 299.58 GFE= 298.23 GFE= 297.74 GFE= 296.41 GFE= 295.09 GFE= 294.42 GFE= 310.50 GFE= 309.83 GFE= 309.17 GFE= 308.50 GFE= 307.83 GFE= 305.25 GFE= 304.58 GFE= 303.92 GFE= 303.25 GFE= 299.50 GFE= 298.72 GFE= 297.50 GFE= 296.33 GFE= 295.66 100 YR BACKWATER EASEMENT ELEV. 285.77 CB - 902A TOP OF BANK (TYP.) SCM 9 WET DETENTION POND FEMA EFFECTIVE 100 YEAR FLOODPLAIN WETLANDS (TYP) VWDE 20' SCMMAE VWDE LE (TYP) LE (TYP) LE (TYP) WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER SCM #9 PROPOSED LIGHT POLE (TYP) FEMA EFFECTIVE FUTURE FEMA 100 YEAR FLOODPLAIN 30' HOLLY SPRINGS CAFE FEAR BUFFER TOP OF BANK (TYP.) 30' PUE 20' PDE 20' DE 20' DE 20' DE 20' DE FLOODWAY FEMA EFFECTIVE 100 YEAR FLOODPLAIN BW= 289.54 TW= 294.53 310 TOP OF BERM ELEV. 287.00 CB - 980 CB - 979 CB - 963 CB - 962 ADS - 965 DI - 948 DI - 955 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.1-4.6 STORM DRAINAGE AND GRADING PLANS.dwg- Wednesday, May 19, 2021 10:30:14 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 STORM DRAINAGE ANDGRADING PLANC4.4SEE SHEET C4.3 FOR CONTINUATIONSEE SHEET C4.5 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SWALE 8 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. SWALE 9 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. SWALE 7 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING 5/19/2021 28028028028 0 280 28 0 285285 285285 290290 290 29 0 290 29 0 295295295295295 2952952952 9 5 295 2 9 5 300 300 300300 3 0 0 300 3 0 0 3 0 0300 3 0 0 300 3053053053 0 5310310310310 280280280280285285285285290290290290295295295300300300300300300300300305 3053 0 5 305 305305305305305 305275280280280280 28028028 0285285 285285285 285285285285 285285290290290290290290290290290290 2 9 5 295295295295295295295300300300305305305303304306307307300305301302302302303304304304300305 300 300 300 301301 302 302 302303 2 9 0290295300W W W W W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R R R R W W WW W W W WWWWWWWWWWWWWWWWWG G G G G G G G G G G G G G G G G G G G G G G G G G G R R R W 15 16 17 18 19 20 22 23 49 4647 4548505152 21 24 25 26 27 28 29 30 90 91 92 86 87 88 89 53 54 55 56 57 58 5959 60 61 62 172 174 175 173 W WW W W W R R RR R R R R R R R R R R R R TT TTTT T SSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSS SSSSSSSSSSSSSSSSSS SS SSSSCB - 718 CB - 717A CB - 708A CB - 707A DI - 854 CB - 870 DI - 803 JB - 802 FES - 801 FES - 853 DI - 804 FES - 865 SSSTREET F (55' PUB L I C R O W ) STREET F (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STR E ET C (55' PUBLI C R O W)STREET C(55' PUBLIC ROW)(25' ACCESS E A S E M E N T ) CB - 718 CB - 707 CB - 717ACB - 717 CB - 705 CB - 708A CB - 702 CB - 708 CB - 707A CB - 706 CB - 703 10'x8' R C B C CB - 870 DI - 803 DI - 804 FES - 701 FUTURE AMENITY SITE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) CB - 609A CB - 609 CB - 608 CB - 608A ALLEY 10 (25' ACCESS EASEMENT) DI - 852 CB - 715 CB - 714 CB - 704 DI - 718A DI - 618 DI - 619 DI - 626 DI - 627 DI - 866 DI - 881 CB - 880 CB - 879 CB - 868CB - 867 ADS - 882 RISER 8 RISER 7 FES 8 FES 7 FES-2008 FES-2009 SSSSSSSSSSDI - 803A BW= 283.82 BW= 279.79 BW= 277.30 BW= 282.14 ECA ECA ECA ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB TW= 295.27 TW= 295.63 TW= 294.74 TW= 284.81 TW= 288.50 TW= 288.50 TW= 283.12 BW= 295.27 BW= 287.41 BW= 294.74 TW= 294.71 BW= 282.11 TW= 296.65 BW= 280.61 TW= 296.61 BW= 280.33 TW= 295.00 BW= 279.71 TW= 296.54 BW= 287.34 TW= 288.50 TW= 288.50 TW= 283.55 TW= 285.16 BW= 305.18 TW= 305.18 DI - 875 29 0 29 5 30 0 305 31 0 290 295315300 3003 0 5 3102902952902953003103 1 0 ECB ECB ECB ECB ECB EXISTING PROPERTY LINE GFE= GFE= 300.75 GFE= 301.75 GFE= 302.50 GFE= 303.25 GFE= 304.25 GFE= 304.75 GFE= 305.50 GFE= 306.75 GFE= 306.50 GFE= 305.75 GFE= 304.75 GFE= 303.25 GFE= 302.25 GFE= 301.50 GFE= 300.75 300298299301GFE= 302.75 GFE= 302.75 GFE= 302.75 GFE= 304.85 GFE= 305.13 GFE= 305.80 GFE= 306.46 GFE= 307.80 GFE= 305.75 GFE= 305.75 GFE= 305.75 GFE= 305.75 GFE= 304.25 GFE= 304.25 GFE= 302.50 GFE= 301.16 GFE= 299.84 GFE= 298.50 GFE= 296.75 GFE= 296.25 GFE= 296.75 GFE= 297.91 GFE= 297.88 GFE= 297.39 GFE= 296.57 GFE= 304.85 GFE= 303.51 GFE= 302.19 GFE= 300.85 GFE= 299.51 GFE= 298.85 BW= 282.48 BW= 280.81 BW= 282.35 BW= 284.09 WETLANDS (TYP) TOP OF BANK (TYP.) SCM 8 WET DETENTION POND SCM 7 CONSTRUCTED WETLANDS PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) 20' MULTI-USE TRAIL EASEMENT (TYP) 20' SCMMAE 30' DE 20' SCMMAE FLOODWAY FLOODWAY EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN 82' R/W 55' B-B 82' R/W 39' B-B PDE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) FUTURE AMENITY SITE FUTURE VILLAGE SQUARE EAST GREENWAY STUB TO BE EXTENDED WITH BRIDGE AND BOARDWALK PROJECT 20' DE PDE 20' PDE 20' DE 20' DE 20' PUE LE (TYP) PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT FEMA 100 YEAR FLOODPLAIN FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR 20' DE SCM ACCESS AND MAINTENANCE EASEMENT PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP)PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) 20' DE PDE 20' DE 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YEAR FLOODPLAIN TOP OF BANK LE (TYP) XS 2317 100 YR P R O P O S E D W S E L = 2 8 4 . 4 6 EXISTING CLOGGED PIPE TO BE PUMPED WITH FLOWABLE FILL AND ABANDONED POND BUFFER SSCB - 878 300305Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.1-4.6 STORM DRAINAGE AND GRADING PLANS.dwg- Wednesday, May 19, 2021 10:30:32 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 STORM DRAINAGE ANDGRADING PLANC4.5SEE SHEET C4.2 FOR CONTINUATIONSEE SHEET C4.4 FOR CONTINUATION SEE SHEET C4.6 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SWALE 6 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. SWALE 3 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. SWALE 5 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. SWALE 4 TRAP DITCH RIP RAP LINED 3:13:1 21' 3'3' GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING 5/19/2021 265265265 265270 270270270 2 7 0 27 5 280 280 280 285 285 285 285285 290 290290 295 295295 300 300 300 300300 275275280280280285285285285285290 290 290290 29029 0 290290290290295295 295 2952952953003003003002 7 5 2 8 0 2 8 5 29 0295300305 28028 0 280 285285 285 290290 290 295295 295 300 300 300 301301 302 302 302303 2802802802852902 9 0290295 RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWWWWW W W W 7 15 8 16 9 17 10 18 3 11 4 12 5 13 6 14 34 42 33 40 32 39 38 37 36 35 41 1 2 43 31 44 26 27 28 29 30 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) CB - 609A CB - 607A CB - 607 CB - 602 FES - 601 CB - 609 CB - 608 CB - 608A CB - 606A CB - 606 CB - 604 CB - 610 CB - 611 CB - 60324" RCPSS DI - 620 DI - 615 DI - 623 DI - 616 DI - 624 DI - 618 DI - 619 DI - 626 DI - 625 DI - 617 CB - 610A CB - 611A S S S S S S S S S SSS SSSSSSSSSSSSSSSSSSSSSSDI - 632 FES - 631 FES - 633 ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB BW= 265.60 TW= 271.00 BW= 265.70 TW= 271.00 BW= 266.22 TW= 267.27 BW= 265.77 TW= 266.8028529029530030529 0 290 2752 7 0 2 7 0 2752802 8 5285290295 GFE= 279.50 GFE= 280.75 GFE= 282.25 GFE= 283.50 GFE= 285.25 GFE= 286.50 GFE= 288.25 GFE= 289.75 GFE= 291.25 GFE= 292.75 GFE= 294.50 GFE= 296.25 GFE= 297.50 GFE= 298.75 GFE= 300.25 GFE= 300.75 GFE= 301.75 GFE= 302.50 GFE= 303.25 GFE= 303.25 GFE= 302.25 GFE= 301.50 GFE= 300.75 GFE= 299.75 GFE= 298.75 GFE= 297.25 GFE= 295.75 GFE= 294.25 GFE= 292.50 GFE= 291.25 GFE= 289.50 GFE= 287.75 GFE= 286.25 GFE= 284.75 GFE= 283.25 GFE= 280.25 GFE= 279.11 275 2 8 0285290295300 274 276 277 278 2 7 9 28128228328428628728828929129229329429629729829930130' HOLLY SPRINGS CAFE FEAR BUFFER TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER SCMMAE EXISTING LOCAL 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN FLOODWAY TOWN PARK AREA (TO BE DEDICATED) FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 30' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR TOP OF BANK (TYP.) FLOODWAY FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT 20' DE DUKE ENERGY PROGRESS INC DB 15289 PG 2437 PIN 0730712692 VWDE EXISTING STREAM 20' DE 20' DE 20' DE 100 YR PROPOSED WSEL = 264.03XS 1420100 YR PROPOSED WSEL = 270.71 XS 1463 100 YR PRO P O S E D W S E L = 2 7 0 . 7 5 XS 1628 100 YR PROPO S E D W S E L = 2 7 1 . 6 8 XS 1837 100 YR PROPOSED W S E L = 2 7 5 . 9 2 XS 2043 100 YR PR O P O S E D W S E L = 2 7 8 . 4 4 XS 2317 100 YR P R O P O S E D W S E L = 2 8 4 . 4 6 STREET C(55' PUBLIC ROW)CB - 605 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.1-4.6 STORM DRAINAGE AND GRADING PLANS.dwg- Wednesday, May 19, 2021 10:30:45 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 STORM DRAINAGE ANDGRADING PLANC4.6SEE SHEET C4.1 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SEE SHEET C4.5 FOR CONTINUATION SWALE 1 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. SWALE 2 V-DITCH GRASSED 2% MI N. 3:1 MA X. 2% M I N . 3:1 M A X . 10' 0.5' MIN. 1.5' MAX. GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING 5/19/2021 3103153203203203 2 5 320 320 325325 325 319 319 321 321 321 32 1 321 321 322 322 322 322 322 322 322 322322 323 324 324 324 326 326 326 326 326 327327 327 327 327 328 328 328 320 3 2 0320320 325 325 325 325325 321321 321 321321321 322 322322 322323324 324324 326 326 326327 TP TP TP TP TP WWWWWWWWWWWW W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M R R R R R R W W W W W W W W W W W W W 80 73 67 68 76 69 70 72 71 79 78 81 82 77 74 75SSSSSSSSSSSS280 280 280 280 280280 285 285 285 285 285 285 285 290 290 290 290 290 290 290 290 290 295 295 295 300 300 305 305 310 310 CB - 1013 CB - 1020 CB - 1018 CB - 1008ALLEY 9(25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)ALLEY 9(25' ACCESS EASEMENT)CB - 1006 CB - 1007 CB - 1003A CB - 1004A CB - 1011 CB - 1010 CB - 1012 CB - 1020 CB - 1019 CB - 1018 CB - 1021 CB - 1007 CB - 1008 FUTURE PHASE SR 1 1 5 4 - W O O D S C R E E K R O A D (EXI S T I N G 6 0 ' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) TP TP TP TP TP CB - 1015A CB - 1015 CB - 1014 CB - 1014A CB - 1017 DI - 1002FES - 1001 YI - 1005 CB - 1003 CB - 1004 CB - 1006A RISER 10 FES 10 OFF-SITE ROAD IMPROVEMENT BY OTHERS ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB TC: 322.02 TC: 322.07 TC: 322.26 TC: 322.17 320305 31 0 31 5 3 2 02953 0 0 305310315320 325300 305310315320GFE= 322.75 GFE= 321.75 GFE= 322.25 GFE= 322.75 GFE= 322.75 GFE= 322.75 GFE= 322.50 GFE= 322.25 GFE= 325.50 GFE= 326.50 GFE= 327.25 GFE= 324.25 GFE= 326.25 GFE= 327.25 GFE= 328.25 GFE= 328.50 PROPOSED TEMPORARY 20' DRAINAGE EASEMENT 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK WETLANDS (TYP) SCM 10 WET DETENTION POND SCMMAE DE LE (TYP) 20' PDE RIP RAP DITCH OUTLET PROTECTION 315 315320320 320320320 295 300 300 3 0 5 305 305305305 310310310 310310 315315315 315 315315315315 315315 32 0320 32 0 32 0 320 3173 1 7 31 8 319 319 3 1 9 32 1 320 3 2 0 320 317 317 318 318 319 32 1 32 1 321 322 KIOSKR R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWWWWW WWWWWWWWWWWW W RRRR RRRRRRRRRRRRRRRR235 236 229 237 197 230 238 198 231 239 199 232 240 200 233 201 226 234 227 196 195 194 193 192 191 190 189 187 186 185 184 188 202 224 225 228 245 244 243 242 241 246 SS SS PROPOSED ACCESS AND MAINTENANCE EASEMENT 285 285 285 285 290 290 290 290 290 290 295 295 30 0 300 300 305 CB - 807 CB - 1211 CB - 1210CB - 1210 CB - 1207CB - 1207 CB - 1209 CB - 1208CB - 1208 CB - 1240 CB - 1234 CB - 1239 DI - 1232ADI - 1232A CB - 1232 CB - 1231CB - 1231 CB - 1228ACB - 1228A CB - 1228CB - 1228 CB - 1222CB - 1222 STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)DI - 1235A CB - 1209A CB - 1233 CB - 845 CB - 850 CB - 851 CB - 844 CB - 807 CB - 841 CB - 808 CB - 1232A CB - 1229A FES - 2050 CB - 1206 JB - 2051 CB - 812 RISER 12 FES 12 SSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSS FES - 1205 CB - 1206A CB - 1202 ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECC ECC ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB TW= 300.27 TW= 314.74 TW= 311.99 TW= 311.82 BW= 311.99 BW= 298.06 BW= 294.83 BW= 300.27 TW= 294.30 BW= 294.30 TW= 293.93 BW= 293.93 TW= 311.19 BW= 297.73 TW= 315.65 BW= 296.61 315 30 0 3003 0 5 30531 0 315320 295 300 305310 295 300 GFE= 323.23 GFE= 321.75 GFE= 321.75 GFE= 321.75 GFE= 321.08 GFE= 321.08 GFE= 321.08 GFE= 321.75 GFE= 321.75 GFE= 321.75 GFE= 321.75 GFE= 320.25 GFE= 320.25 GFE= 320.25 GFE= 319.58 GFE= 319.58 GFE= 320.50 GFE= 320.50 GFE= 320.50 GFE= 320.50 GFE= 320.50 GFE= 319.25 GFE= 319.25 GFE= 319.25 GFE= 319.25 GFE= 318.25 GFE= 318.25 GFE= 318.25 GFE= 318.25GFE= 317.90 GFE= 318.90 GFE= 319.90 GFE= 320.90 GFE= 321.90 GFE= 322.90 GFE= 317.25 GFE= 317.25 GFE= 317.25 GFE= 317.25 GFE= 315.75 GFE= 315.75 GFE= 315.75 PROPOSED TEMPORARY 20' DRAINAGE EASEMENT 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK TOP OF BANK SCM 12 WET DETENTION POND 20' PDE 20' PDE 20' PDE LE (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER VARIABLE WIDTH PUE 20' PDE VARIABLE WIDTH PUE 30' PDE RIP RAP DITCH OUTLET PROTECTION SSSS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS CB - 1235 CB - 890 CB - 1243 CB - 1237 CB - 1241 CB - 1242 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.1-4.6 STORM DRAINAGE AND GRADING PLANS.dwg- Wednesday, May 19, 2021 10:31:09 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 STORM DRAINAGE ANDGRADING PLANC4.7 EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SEE SHEET C4.2 FOR CONTINUATIONSEE SHEET C4.3 FOR CONTINUATIONSWALE 12 TRAP DITCH GRASSED 3:13:1 21' 3'3' SWALE 15 TRAP DITCH GRASSED 3:13:1 21' 3'3' GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING 5/19/2021 STORM STRUCTURE TABLE STRUCTURE 1103 CB 1104 CB 1105 CB 1106 CB 1201 CB 1202 CB CB - 602 CB - 603 CB - 604 CB - 605 CB - 606 CB - 606A CB - 607 CB - 607A CB - 608 CB - 608A CB - 609 CB - 609A RIM EL 316.96 314.06 309.37 300.34 288.77 282.21 275.20 278.27 280.77 281.57 286.52 286.79 292.79 293.08 298.41 298.59 301.86 302.01 STRUCTURE IN 1103 CB 1104 CB 1105 CB 1106 CB 1201 CB CB - 603 CB - 604 CB - 605 CB - 606 DI - 615 CB - 607 CB - 606A CB - 608 CB - 607A CB - 609 CB - 608A CB - 609A INVERT IN 309.52 304.77 295.80 284.06 274.69 268.80 271.99 274.00 274.92 275.42 281.45 281.70 287.95 287.98 293.75 293.78 296.52 INVERT OUT 312.23 309.23 304.45 295.44 283.68 274.60 268.60 271.79 273.80 274.43 280.95 282.03 287.73 288.30 293.53 294.11 296.33 296.85 STORM STRUCTURE TABLE STRUCTURE CB - 610 CB - 610A CB - 611 CB - 611A CB - 630 CB - 630A DI - 615 DI - 616 DI - 617 DI - 618 DI - 619 DI - 620 DI - 623 DI - 624 DI - 625 DI - 626 DI - 627 DI - 632 RIM EL 273.77 273.77 273.77 273.77 276.76 276.79 282.25 287.02 293.30 297.98 299.82 278.37 281.04 287.30 293.63 298.27 299.58 275.73 STRUCTURE IN CB - 611 CB - 610A CB - 630 CB - 611A CB - 630A 1202 CB DI - 616 DI - 617 DI - 618 DI - 619 DI - 623 DI - 624 DI - 625 DI - 626 DI - 627 DI - 620 INVERT IN 269.24 268.74 268.97 269.60 272.00 272.31 276.31 282.92 288.94 294.13 273.06 275.85 282.59 288.51 293.23 270.09 INVERT OUT 266.74 268.77 269.40 269.63 271.46 272.15 276.06 282.46 288.90 294.00 295.92 273.02 275.60 282.31 288.63 293.10 296.33 268.24 SCM 6 STORM STRUCTURE TABLE STRUCTURE FES - 601 FES - 631 FES - 633 RIM EL 269.92 269.34 270.51 STRUCTURE IN CB - 610 DI - 632 CB - 602 INVERT IN 266.50 267.55 267.64 INVERT OUT STORM SYSTEM DATA DOWNSTREAM STRUCTURE 1104 CB 1105 CB 1106 CB 1201 CB 1202 CB CB - 602 CB - 603 CB - 604 CB - 605 CB - 605 CB - 606 CB - 606 CB - 607 CB - 607 CB - 608 CB - 608 CB - 609 CB - 610 CB - 610 CB - 610A UPSTREAM STRUCTURE 1103 CB 1104 CB 1105 CB 1106 CB 1201 CB CB - 603 CB - 604 CB - 605 DI - 615 CB - 606 CB - 606A CB - 607 CB - 607A CB - 608 CB - 608A CB - 609 CB - 609A CB - 610A CB - 611 CB - 630 SIZE 18" 18" 18" 18" 18" 30" 30" 30" 18" 24" 15" 18" 15" 18" 15" 15" 15" 24" 18" 24" LENGTH 134.64' 200.07' 199.91' 200.04' 96.74' 102.03' 84.80' 40.09' 127.00' 156.90' 32.22' 199.61' 32.35' 199.90' 32.24' 200.55' 32.13' 5.32' 30.96' 268.83' SLOPE 2.01% 2.23% 4.33% 5.69% 9.29% 2.93% 2.13% 1.07% 0.50% 3.84% 1.00% 3.14% 1.00% 2.79% 1.00% 1.29% 1.03% 0.50% 0.50% 0.92% MATERIAL RCP (CLASS IV) RCP (CLASS IV) RCP (CLASS IV) RCP (CLASS IV) RCP (CLASS IV) RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP IV DOWNSTREAM INVERT 309.52 304.77 295.80 284.06 274.69 268.80 271.99 274.00 275.42 274.92 281.70 281.45 287.98 287.95 293.78 293.75 296.52 268.74 269.24 268.97 UPSTREAM INVERT 312.23 309.23 304.45 295.44 283.68 271.79 273.80 274.43 276.06 280.95 282.03 287.73 288.30 293.53 294.11 296.33 296.85 268.77 269.40 271.46 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 611 CB - 630 CB - 630A DI - 615 DI - 616 DI - 617 DI - 618 DI - 620 DI - 623 DI - 624 DI - 625 DI - 626 DI - 632 FES - 601 FES - 631 FES - 633 UPSTREAM STRUCTURE CB - 611A CB - 630A 1202 CB DI - 616 DI - 617 DI - 618 DI - 619 DI - 623 DI - 624 DI - 625 DI - 626 DI - 627 DI - 620 CB - 610 DI - 632 CB - 602 SIZE 18" 18" 18" 15" 15" 15" 15" 18" 15" 15" 15" 15" 18" 48" 18" 30" LENGTH 5.50' 31.06' 120.98' 201.90' 200.19' 199.94' 148.48' 131.28' 200.00' 200.00' 200.00' 150.00' 141.46' 48.81' 68.95' 71.70' SLOPE 0.50% 0.50% 1.90% 3.05% 2.99% 2.53% 1.21% 1.94% 3.23% 3.02% 2.29% 2.06% 2.07% 0.50% 1.00% 1.35% MATERIAL RCP RCP IV RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 269.60 272.00 272.31 276.31 282.92 288.94 294.13 273.06 275.85 282.59 288.51 293.23 270.09 266.50 267.55 267.64 UPSTREAM INVERT 269.63 272.15 274.60 282.46 288.90 294.00 295.92 275.60 282.31 288.63 293.10 296.33 273.02 266.74 268.24 268.60 . . . * * * SCM 7 STORM STRUCTURE TABLE STRUCTURE CB - 702 CB - 703 CB - 704 CB - 705 CB - 706 CB - 707 CB - 707A CB - 708 CB - 708A CB - 709 CB - 710 CB - 712A RIM EL 296.69 296.69 297.92 299.30 299.30 303.03 303.02 307.62 307.65 315.57 315.61 322.24 STRUCTURE IN CB - 703 CB - 704 CB - 714 CB - 705 CB - 706 CB - 707 CB - 717 CB - 708 CB - 707A CB - 709 CB - 708A CB - 710 CB - 750 INVERT IN 289.23 289.89 291.05 291.52 292.90 293.68 294.24 297.98 298.26 302.09 302.12 310.30 310.30 INVERT OUT 285.89 289.39 291.29 292.70 293.18 297.78 298.54 301.84 302.42 310.05 310.57 317.43 STORM STRUCTURE TABLE STRUCTURE CB - 713 CB - 713A CB - 714 CB - 715 CB - 717 CB - 717A CB - 718 CB - 750 DI - 718A FES - 701 RIM EL 321.73 321.73 296.10 302.80 300.27 300.29 303.16 321.52 299.95 287.88 STRUCTURE IN CB - 712A CB - 713 CB - 715 CB - 718 CB - 717A DI - 718A CB - 713A CB - 702 INVERT IN 317.04 316.41 291.75 294.71 294.71 295.44 315.61 285.00 INVERT OUT 316.68 316.21 291.50 298.00 294.46 295.38 295.24 315.41 295.58 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 702 CB - 703 CB - 703 CB - 704 CB - 705 CB - 706 CB - 706 CB - 707 CB - 707 CB - 708 CB - 708 CB - 709 UPSTREAM STRUCTURE CB - 703 CB - 714 CB - 704 CB - 705 CB - 706 CB - 707 CB - 717 CB - 708 CB - 707A CB - 709 CB - 708A CB - 750 SIZE 36" 18" 30" 30" 30" 24" 18" 24" 15" 18" 15" 15" LENGTH 30.99' 52.91' 44.02' 43.58' 27.12' 171.87' 43.98' 188.09' 26.96' 229.28' 27.09' 196.14' SLOPE 0.50% 0.84% 3.18% 2.70% 1.03% 2.39% 0.50% 2.05% 1.05% 3.47% 1.11% 2.61% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 289.23 291.05 289.89 291.52 292.90 293.68 294.24 297.98 298.26 302.09 302.12 310.30 UPSTREAM INVERT 289.39 291.50 291.29 292.70 293.18 297.78 294.46 301.84 298.54 310.05 302.42 315.41 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 709 CB - 713 CB - 713A CB - 714 CB - 717 CB - 717 CB - 718 CB - 750 FES - 701 UPSTREAM STRUCTURE CB - 710 CB - 712A CB - 713 CB - 715 CB - 718 CB - 717A DI - 718A CB - 713A CB - 702 SIZE 15" 15" 15" 15" 15" 15" 15" 15" 36" LENGTH 27.06' 79.25' 27.01' 152.90' 105.54' 31.11' 27.76' 59.56' 89.60' SLOPE 1.00% 0.50% 1.00% 4.09% 0.50% 2.15% 0.50% 1.00% 1.00% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 310.30 317.04 316.41 291.75 294.71 294.71 295.44 315.61 285.00 UPSTREAM INVERT 310.57 317.43 316.68 298.00 295.24 295.38 295.58 316.21 285.89 . * SCM 8 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 808 CB - 808 CB - 809 CB - 810 CB - 810 CB - 811 CB - 812 CB - 813 CB - 813 CB - 813 CB - 814 CB - 821 CB - 821 CB - 825 CB - 825 CB - 826 CB - 826 CB - 827 UPSTREAM STRUCTURE CB - 890 CB - 844 CB - 809 CB - 841 CB - 810 CB - 837 CB - 811 CB - 812 CB - 813 CB - 832 CB - 835 CB - 814 CB - 825 DI - 822 CB - 817 CB - 826 CB - 815 CB - 830 CB - 827 CB - 831 SIZE 24" 24" 36" 15" 30" 18" 30" 30" 30" 18" 24" 30" 24" 15" 15" 24" 18" 24" 18" 15" LENGTH 224.79' 81.67' 68.53' 43.66' 63.01' 68.58' 43.76' 65.71' 63.32' 47.00' 43.71' 5.73' 95.01' 59.30' 46.86' 61.29' 39.01' 32.33' 179.01' 33.15' SLOPE 1.83% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 1.13% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 2.35% 0.50% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP IV RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 306.71 311.33 306.24 311.03 307.08 310.67 307.71 308.12 308.65 309.47 309.09 309.17 309.73 311.92 311.92 310.35 310.17 310.84 310.84 315.30 UPSTREAM INVERT 310.83 311.74 306.58 311.25 307.40 311.01 307.92 308.45 308.97 310.00 309.31 309.20 310.20 312.21 312.15 310.65 310.37 311.00 315.05 315.46 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 830 CB - 832 CB - 835 CB - 837 CB - 838 CB - 842 CB - 842 CB - 844 CB - 844 CB - 845 CB - 845 CB - 846 CB - 846 CB - 847 CB - 855 CB - 857 CB - 857 CB - 859 CB - 859 CB - 860 UPSTREAM STRUCTURE CB - 821 CB - 833 CB - 816 CB - 840 CB - 839 CB - 807 CB - 808 CB - 845 CB - 851 CB - 846 CB - 850 CB - 847 CB - 849 CB - 848 DI - 856 CB - 863 CB - 859 CB - 860 CB - 862 CB - 861 SIZE 18" 15" 24" 15" 15" 15" 36" 15" 15" 15" 15" 15" 15" 15" 30" 15" 18" 18" 15" 15" LENGTH 74.08' 141.70' 5.87' 54.98' 55.12' 63.61' 62.53' 115.61' 78.52' 120.14' 47.01' 105.82' 47.02' 47.03' 41.28' 49.73' 110.74' 146.18' 55.54' 54.87' SLOPE 0.50% 1.90% 0.50% 0.50% 0.50% 0.50% 0.50% 1.28% 0.50% 0.50% 0.50% 0.94% 0.50% 0.50% 0.50% 0.50% 3.30% 4.00% 0.92% 0.50% MATERIAL RCP RCP RCP IV RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 311.30 310.25 309.33 311.26 311.81 311.07 305.73 311.99 311.99 313.96 313.66 315.02 314.76 316.25 295.57 297.50 297.25 301.10 301.24 307.20 UPSTREAM INVERT 311.67 312.94 309.36 311.54 312.08 311.39 306.04 313.46 312.38 314.56 313.90 316.02 315.00 316.49 295.77 297.75 300.90 306.95 301.75 307.48 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 860 CB - 867 CB - 867 CB - 870 CB - 870 CB - 871 CB - 871 CB - 872 CB - 874 CB - 879 CB - 880 DI - 803 DI - 803 DI - 803A DI - 804 DI - 854 DI - 854 DI - 856 DI - 866 DI - 866 UPSTREAM STRUCTURE CB - 838 CB - 879 CB - 868 CB - 871 CB - 878 CB - 872 CB - 874 CB - 873 DI - 875 CB - 880 DI - 881 DI - 852 DI - 803A DI - 804 JB - 805 CB - 864 CB - 855 CB - 857 CB - 867 CB - 870 SIZE 15" 36" 30" 24" 18" 18" 15" 15" 15" 36" 24" 24" 42" 42" 36" 15" 30" 24" 48" 48" LENGTH 141.06' 31.32' 5.46' 132.42' 44.09' 41.50' 31.08' 39.00' 110.91' 5.09' 53.30' 104.98' 95.05' 197.13' 149.57' 145.76' 101.91' 95.40' 22.31' 202.61' SLOPE 3.22% 0.50% 0.52% 0.50% 2.14% 5.92% 0.50% 0.50% 0.50% 0.54% 0.77% 0.50% 0.75% 0.74% 0.78% 5.27% 1.00% 0.50% 0.50% 0.50% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 307.20 286.99 285.96 287.70 291.31 288.86 289.11 291.56 289.46 287.47 287.70 300.37 300.74 301.45 303.40 296.99 294.52 296.27 285.65 286.49 UPSTREAM INVERT 311.74 287.15 285.99 288.36 292.26 291.31 289.26 291.76 290.02 287.50 288.11 300.90 301.45 302.90 304.57 304.67 295.54 296.75 285.76 287.50 STORM SYSTEM DATA DOWNSTREAM STRUCTURE DI - 881 FES - 801 FES - 853 FES - 865 JB - 802 JB - 805 UPSTREAM STRUCTURE ADS - 882 JB - 802 DI - 854 DI - 866 DI - 803 CB - 842 SIZE 12" 60" 36" 54" 42" 36" LENGTH 82.48' 97.85' 89.08' 116.61' 144.75' 134.76' SLOPE 0.50% 1.02% 1.00% 0.81% 1.93% 0.50% MATERIAL RCP RCP RCP RCP RCP DOWNSTREAM INVERT 289.11 284.00 284.50 284.50 297.33 304.85 UPSTREAM INVERT 289.52 285.00 285.39 285.45 300.12 305.53 STORM STRUCTURE TABLE STRUCTURE ADS - 882 CB - 807 CB - 808 CB - 809 CB - 810 CB - 811 CB - 812 CB - 813 CB - 814 CB - 815 CB - 816 CB - 817 CB - 821 CB - 825 CB - 826 CB - 827 CB - 830 CB - 831 CB - 832 CB - 833 CB - 835 CB - 837 CB - 838 CB - 839 CB - 840 CB - 841 CB - 842 CB - 844 CB - 845 CB - 846 CB - 847 CB - 848 CB - 849 CB - 850 CB - 851 CB - 855 RIM EL 292.17 316.32 315.36 314.61 316.05 315.51 314.54 313.74 313.74 314.58 313.55 316.88 316.79 314.55 316.15 319.84 316.12 320.21 314.21 317.41 313.59 316.34 316.79 316.74 316.34 315.41 316.09 317.97 319.21 320.37 321.49 321.49 320.34 319.05 317.30 303.44 STRUCTURE IN CB - 809 CB - 841 CB - 810 CB - 837 CB - 811 CB - 812 CB - 813 CB - 835 CB - 814 CB - 832 CB - 825 CB - 817 DI - 822 CB - 826 CB - 815 CB - 827 CB - 830 CB - 831 CB - 821 CB - 833 CB - 816 CB - 840 CB - 839 CB - 808 CB - 807 CB - 845 CB - 851 CB - 850 CB - 846 CB - 849 CB - 847 CB - 848 DI - 856 INVERT IN 306.24 311.03 307.08 310.67 307.71 308.12 308.65 309.09 309.17 309.47 309.73 311.92 311.92 310.35 310.17 310.84 310.84 315.30 311.30 310.25 309.33 311.26 311.81 305.73 311.07 311.99 311.99 313.66 313.96 314.76 315.02 316.25 295.57 INVERT OUT 289.52 311.39 306.04 306.58 307.40 307.92 308.45 308.97 309.20 310.37 309.36 312.15 311.67 310.20 310.65 315.05 311.00 315.46 310.00 312.94 309.31 311.01 311.74 312.08 311.54 311.25 305.53 311.74 313.46 314.56 316.02 316.49 315.00 313.90 312.38 295.54 STORM STRUCTURE TABLE STRUCTURE CB - 857 CB - 859 CB - 860 CB - 861 CB - 862 CB - 863 CB - 864 CB - 867 CB - 868 CB - 870 CB - 871 CB - 872 CB - 873 CB - 874 CB - 878 CB - 879 CB - 880 CB - 890 DI - 803 DI - 803A DI - 804 DI - 822 DI - 852 DI - 854 DI - 856 DI - 866 DI - 875 DI - 881 FES - 801 FES - 853 FES - 865 JB - 802 JB - 805 RIM EL 301.85 306.38 312.73 312.63 306.07 301.98 311.18 294.18 294.19 295.92 295.04 296.51 296.47 295.03 296.87 294.19 294.19 314.75 307.49 310.63 312.48 314.76 305.92 302.67 303.29 294.58 293.74 293.68 287.42 287.92 287.38 303.92 314.78 STRUCTURE IN CB - 863 CB - 859 CB - 860 CB - 862 CB - 861 CB - 838 CB - 868 CB - 879 CB - 871 CB - 878 CB - 872 CB - 874 CB - 873 DI - 875 CB - 880 DI - 881 DI - 803A DI - 852 DI - 804 JB - 805 CB - 855 CB - 864 CB - 857 CB - 867 CB - 870 ADS - 882 JB - 802 DI - 854 DI - 866 DI - 803 CB - 842 INVERT IN 297.50 297.25 301.10 301.24 307.20 307.20 285.96 286.99 287.70 291.31 288.86 289.11 291.56 289.46 287.47 287.70 300.74 300.37 301.45 303.40 294.52 296.99 296.27 285.65 286.49 289.11 284.00 284.50 284.50 297.33 304.85 INVERT OUT 296.75 300.90 306.95 307.48 301.75 297.75 304.67 285.76 285.99 287.50 288.36 291.31 291.76 289.26 292.26 287.15 287.50 310.83 300.12 301.45 302.90 312.21 300.90 285.39 295.77 285.45 290.02 288.11 285.00 304.57 . . . * * * Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.8-4.10 STORM TABLES.dwg- Wednesday, May 19, 2021 10:37:41 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSTORM DRAINAGE TABLESC4.8 NOTES: 1.RCP SHALL BE A MINIMUM CLASS III. 2.LENGTH INCLUDES FES LENGTH. 3.DBCB REFERS TO DOUBLE CATCH BASIN. 4.PIPES NOTED WITH A * SHALL BE O-RING AND WATER TIGHT. 5/19/2021 SCM 9 STORM SYSTEM DATA DOWNSTREAM STRUCTURE ADS - 965 ADS - 966 ADS - 966 CB - 902 CB - 903 CB - 903 CB - 908 CB - 908 CB - 910 CB - 910 CB - 911 CB - 912 CB - 913 CB - 916 CB - 917 CB - 918 CB - 921 CB - 921 CB - 922 CB - 922 CB - 923 CB - 925 UPSTREAM STRUCTURE ADS - 966 ADS - 966A ADS - 967 CB - 902A DI - 954 CB - 949 CB - 907 CB - 910 CB - 916 CB - 911 CB - 912 CB - 913 DI - 914 CB - 917 CB - 918 CB - 925 CB - 906 CB - 922 CB - 908 CB - 923 CB - 924 CB - 927 SIZE 12" 8" 8" 15" 15" 48" 15" 24" 18" 18" 15" 15" 15" 18" 15" 15" 15" 30" 30" 18" 18" 15" LENGTH 123.66' 21.44' 87.70' 5.95' 101.77' 39.95' 30.94' 144.52' 122.32' 38.33' 48.17' 30.96' 114.11' 113.82' 126.36' 76.41' 31.07' 38.96' 93.76' 124.56' 137.50' 145.84' SLOPE 0.50% 6.50% 3.85% 0.50% 0.65% 0.50% 0.64% 0.50% 3.96% 0.50% 0.50% 0.50% 0.50% 4.57% 3.63% 2.09% 3.08% 0.50% 0.50% 3.74% 4.75% 2.40% MATERIAL HDPE HDPE RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 304.70 305.46 305.48 285.18 284.99 282.34 289.49 288.74 291.79 289.96 290.40 290.84 291.20 296.77 302.22 306.96 288.63 287.38 287.77 290.64 295.62 308.75 UPSTREAM INVERT 305.31 306.85 308.86 285.21 285.65 282.54 289.69 289.46 296.63 290.15 290.65 291.00 291.77 301.97 306.80 308.55 289.58 287.57 288.24 295.31 302.16 312.25 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 931 CB - 931 CB - 931 CB - 932 CB - 932 CB - 933 CB - 933 CB - 934 CB - 934 CB - 935 CB - 935 CB - 942 CB - 942 CB - 942 CB - 943 CB - 944 CB - 945 CB - 949 CB - 952 CB - 952 CB - 953 CB - 959 UPSTREAM STRUCTURE CB - 921 CB - 932 CB - 905 CB - 933 CB - 939 CB - 938 CB - 934 CB - 937 CB - 935 CB - 979 CB - 936 CB - 931 CB - 943 CB - 904 CB - 944 CB - 945 CB - 946 CB - 952 CB - 953 CB - 951 CB - 942 CB - 971 SIZE 36" 24" 15" 18" 15" 15" 18" 15" 15" 15" 15" 42" 24" 15" 18" 18" 15" 48" 42" 15" 42" 15" LENGTH 132.87' 42.22' 33.61' 124.35' 33.14' 32.95' 120.52' 34.19' 212.26' 142.72' 31.00' 112.34' 116.20' 57.64' 122.20' 140.22' 53.75' 23.02' 39.35' 121.75' 101.32' 24.84' SLOPE 0.50% 6.19% 0.91% 4.64% 2.48% 0.50% 4.54% 2.38% 3.92% 2.72% 0.50% 0.50% 6.12% 0.50% 5.43% 2.86% 3.02% 0.50% 0.50% 3.35% 1.18% 0.50% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 286.21 287.21 287.96 290.32 290.57 296.35 296.10 301.82 302.43 310.81 310.74 285.15 285.76 287.40 293.37 300.18 304.43 282.74 283.36 286.63 283.75 295.54 UPSTREAM INVERT 286.88 289.82 288.27 296.10 291.39 296.51 301.57 302.63 310.74 314.69 310.90 285.71 292.87 287.69 300.00 304.18 306.05 282.86 283.55 290.72 284.95 295.67 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 959 CB - 960 CB - 961 CB - 962 CB - 963 CB - 979 DI - 929 DI - 940 DI - 947 DI - 948 DI - 954 DI - 955 DI - 956 DI - 956 DI - 958 DI - 964 DI - 964 FES - 901 FES - 957 UPSTREAM STRUCTURE CB - 960 CB - 961 CB - 962 CB - 963 DI - 964 CB - 980 DI - 919 DI - 929 DI - 940 DI - 955 DI - 948 DI - 947 CB - 902 CB - 903 CB - 959 ADS - 965 CB - 969 DI - 956 DI - 958 SIZE 18" 18" 18" 18" 18" 15" 15" 15" 15" 15" 15" 15" 15" 60" 18" 12" 15" 60" 18" LENGTH 116.31' 23.00' 38.17' 27.63' 32.01' 36.44' 121.49' 118.58' 119.66' 44.07' 53.26' 120.27' 45.02' 88.14' 114.92' 92.70' 19.38' 52.80' 95.36' SLOPE 2.50% 1.00% 5.77% 0.50% 0.50% 0.50% 0.52% 0.54% 0.53% 1.99% 2.08% 0.53% 0.50% 0.50% 0.50% 1.39% 0.50% 0.50% 0.53% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP HDPE RCP RCP RCP DOWNSTREAM INVERT 296.24 299.62 299.96 302.36 302.55 314.95 289.79 289.68 288.46 286.59 285.48 287.89 284.76 280.90 294.72 303.24 302.96 280.44 281.72 UPSTREAM INVERT 299.14 299.85 302.16 302.49 302.71 315.13 290.43 290.32 289.10 287.47 286.59 288.52 284.98 281.34 295.29 304.53 303.06 280.70 282.23 STORM STRUCTURE TABLE STRUCTURE ADS - 965 ADS - 966 ADS - 966A ADS - 967 CB - 902 CB - 902A CB - 903 CB - 904 CB - 905 CB - 906 CB - 907 CB - 908 CB - 910 CB - 911 CB - 912 CB - 913 CB - 916 CB - 917 CB - 918 CB - 921 CB - 922 RIM EL 308.95 309.08 317.53 312.57 290.87 290.81 291.68 293.16 294.35 295.55 296.75 296.74 297.15 296.06 295.09 295.11 301.65 306.93 311.48 295.56 296.25 STRUCTURE IN ADS - 966 ADS - 967 ADS - 966A CB - 902A CB - 949 DI - 954 CB - 907 CB - 910 CB - 916 CB - 911 CB - 912 CB - 913 DI - 914 CB - 917 CB - 918 CB - 925 CB - 906 CB - 922 CB - 923 CB - 908 INVERT IN 304.70 305.48 305.46 285.18 282.34 284.99 289.49 288.74 291.79 289.96 290.40 290.84 291.20 296.77 302.22 306.96 288.63 287.38 290.64 287.77 INVERT OUT 304.53 305.31 306.85 308.86 284.98 285.21 281.34 287.69 288.27 289.58 289.69 288.24 289.46 290.15 290.65 291.00 296.63 301.97 306.80 286.88 287.57 STORM STRUCTURE TABLE STRUCTURE CB - 923 CB - 924 CB - 925 CB - 927 CB - 931 CB - 932 CB - 933 CB - 934 CB - 935 CB - 936 CB - 937 CB - 938 CB - 939 CB - 942 CB - 943 CB - 944 CB - 945 CB - 946 CB - 949 CB - 951 CB - 952 RIM EL 300.96 307.16 313.15 316.68 294.23 295.47 301.06 306.48 315.77 315.60 306.95 301.40 295.84 293.72 298.83 304.94 309.42 311.41 292.08 295.85 292.05 STRUCTURE IN CB - 924 CB - 927 CB - 905 CB - 932 CB - 921 CB - 939 CB - 933 CB - 934 CB - 938 CB - 937 CB - 935 CB - 936 CB - 979 CB - 904 CB - 943 CB - 931 CB - 944 CB - 945 CB - 946 CB - 952 CB - 953 CB - 951 INVERT IN 295.62 308.75 287.96 287.21 286.21 290.57 290.32 296.10 296.35 301.82 302.43 310.74 310.81 287.40 285.76 285.15 293.37 300.18 304.43 282.74 283.36 286.63 INVERT OUT 295.31 302.16 308.55 312.25 285.71 289.82 296.10 301.57 310.74 310.90 302.63 296.51 291.39 284.95 292.87 300.00 304.18 306.05 282.54 290.72 282.86 STORM STRUCTURE TABLE STRUCTURE CB - 953 CB - 959 CB - 960 CB - 961 CB - 962 CB - 963 CB - 969 CB - 971 CB - 979 CB - 980 DI - 914 DI - 919 DI - 929 DI - 940 DI - 947 DI - 948 DI - 954 DI - 955 DI - 956 DI - 958 DI - 964 RIM EL 292.16 301.12 305.50 305.45 307.33 307.45 308.55 300.74 319.78 319.96 294.71 294.55 294.55 292.80 291.97 290.02 288.93 290.89 291.75 299.96 306.71 STRUCTURE IN CB - 942 CB - 960 CB - 971 CB - 961 CB - 962 CB - 963 DI - 964 CB - 980 DI - 919 DI - 929 DI - 940 DI - 955 DI - 948 DI - 947 CB - 902 CB - 903 CB - 959 ADS - 965 CB - 969 INVERT IN 283.75 296.24 295.54 299.62 299.96 302.36 302.55 314.95 289.79 289.68 288.46 286.59 285.48 287.89 284.76 280.90 294.72 303.24 302.96 INVERT OUT 283.55 295.29 299.14 299.85 302.16 302.49 303.06 295.67 314.69 315.13 291.77 290.43 290.32 289.10 288.52 286.59 285.65 287.47 280.70 282.23 302.71 STORM STRUCTURE TABLE STRUCTURE FES - 901 FES - 957 RIM EL 286.02 283.51 STRUCTURE IN DI - 956 DI - 958 INVERT IN 280.44 281.72 INVERT OUT . . * * SCM 10 STORM STRUCTURE TABLE STRUCTURE CB - 1003 CB - 1003A CB - 1004 CB - 1004A CB - 1006 CB - 1006A CB - 1007 CB - 1008 CB - 1009 CB - 1010 CB - 1011 CB - 1012 CB - 1013 CB - 1014 RIM EL 320.30 320.24 320.46 320.34 318.49 318.52 320.08 323.26 321.63 320.83 321.66 321.81 321.81 324.04 STRUCTURE IN CB - 1010 CB - 1003A CB - 1004 CB - 1016 CB - 1004A YI - 1005 CB - 1007 CB - 1006A CB - 1009 CB - 1008 CB - 1011 CB - 1012 CB - 1013 CB - 1014 CB - 1014A CB - 1015 INVERT IN 314.33 314.61 308.38 314.96 315.87 312.06 313.84 313.48 313.54 315.58 315.71 316.59 317.33 317.76 318.28 319.16 INVERT OUT 307.88 314.76 308.62 316.00 313.09 313.54 315.40 318.70 315.00 315.21 316.39 317.08 317.61 318.08 STORM STRUCTURE TABLE STRUCTURE CB - 1014A CB - 1015 CB - 1015A CB - 1016 CB - 1016A CB - 1017 CB - 1018 CB - 1019 CB - 1020 CB - 1021 DI - 1002 FES - 1001 YI - 1005 RIM EL 323.95 326.27 326.24 321.25 321.26 316.48 318.56 318.57 318.58 319.82 312.75 309.62 317.75 STRUCTURE IN CB - 1015A CB - 1016A CB - 1018 CB - 1019 CB - 1020 CB - 1021 CB - 1003 CB - 1017 DI - 1002 CB - 1006 INVERT IN 320.77 316.11 311.59 312.98 313.59 314.00 307.12 307.57 306.75 312.48 INVERT OUT 318.52 320.57 321.24 315.91 316.50 307.81 312.73 313.40 313.86 315.14 306.92 312.28 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1003 CB - 1003 CB - 1003 CB - 1003A CB - 1004 CB - 1004 CB - 1006 CB - 1006 CB - 1006A CB - 1007 CB - 1010 CB - 1011 CB - 1012 CB - 1013 UPSTREAM STRUCTURE CB - 1004 CB - 1010 CB - 1003A CB - 1016 YI - 1005 CB - 1004A CB - 1006A CB - 1007 CB - 1009 CB - 1008 CB - 1011 CB - 1012 CB - 1013 CB - 1014 SIZE 24" 24" 15" 15" 24" 15" 18" 15" 18" 15" 18" 18" 15" 15" LENGTH 47.04' 69.04' 30.72' 73.90' 41.59' 26.37' 6.10' 140.45' 122.88' 182.73' 54.91' 43.51' 27.00' 54.36' SLOPE 0.50% 1.27% 0.50% 1.28% 0.52% 0.50% 0.93% 1.11% 1.19% 1.71% 1.23% 1.12% 1.02% 0.60% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 308.38 314.33 314.61 314.96 312.06 315.87 313.48 313.84 313.54 315.58 315.71 316.59 317.33 317.76 UPSTREAM INVERT 308.62 315.21 314.76 315.91 312.28 316.00 313.54 315.40 315.00 318.70 316.39 317.08 317.61 318.08 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1014 CB - 1014 CB - 1015 CB - 1016 CB - 1017 CB - 1018 CB - 1019 CB - 1020 DI - 1002 DI - 1002 FES - 1001 YI - 1005 UPSTREAM STRUCTURE CB - 1014A CB - 1015 CB - 1015A CB - 1016A CB - 1018 CB - 1019 CB - 1020 CB - 1021 CB - 1017 CB - 1003 DI - 1002 CB - 1006 SIZE 15" 15" 15" 15" 18" 15" 15" 15" 24" 36" 36" 24" LENGTH 47.05' 94.88' 46.87' 38.98' 104.07' 40.38' 26.96' 39.49' 21.40' 151.50' 34.95' 121.90' SLOPE 0.50% 1.49% 1.00% 1.00% 1.10% 1.04% 0.99% 2.90% 1.12% 0.50% 0.50% 0.50% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 318.28 319.16 320.77 316.11 311.59 312.98 313.59 314.00 307.57 307.12 306.75 312.48 UPSTREAM INVERT 318.52 320.57 321.24 316.50 312.73 313.40 313.86 315.14 307.81 307.88 306.92 313.09 . SCM 12 STORM STRUCTURE TABLE STRUCTURE CB - 1201 CB - 1202 CB - 1203 CB - 1204 CB - 1206 CB - 1206A CB - 1207 CB - 1208 CB - 1209 CB - 1209A CB - 1210 CB - 1211 CB - 1212 CB - 1213 CB - 1214 CB - 1214A CB - 1215 RIM EL 311.46 311.21 315.43 310.58 311.71 311.53 311.21 312.22 315.81 315.60 318.24 320.75 322.65 324.00 322.99 322.83 323.32 STRUCTURE IN CB - 1204 CB - 1230 CB - 1241 CB - 1206A CB - 1218 CB - 1208 CB - 1202 CB - 1232A CB - 1228A CB - 1210 CB - 1209A CB - 1239 CB - 1211 CB - 1212 CB - 1234 CB - 1213 CB - 1214 DI - 1237 CB - 1215 CB - 1214A CB - 1217 CB - 1216 INVERT IN 300.72 302.71 299.25 305.33 305.74 303.62 300.46 305.16 306.12 309.52 310.27 313.02 310.22 311.44 314.66 312.20 312.80 316.40 313.73 313.73 314.09 314.13 INVERT OUT 307.01 300.57 308.65 301.30 299.05 305.45 300.30 305.12 309.02 311.16 310.22 310.94 312.00 312.60 313.53 313.89 313.93 STORM STRUCTURE TABLE STRUCTURE CB - 1216 CB - 1217 CB - 1218 CB - 1219 CB - 1219A CB - 1222 CB - 1224 CB - 1224A CB - 1225 CB - 1226 CB - 1227 CB - 1228 CB - 1228A CB - 1229 CB - 1229A CB - 1230 CB - 1231 RIM EL 323.46 320.82 311.45 312.97 315.38 312.55 311.86 311.89 313.35 311.68 311.86 312.34 312.23 311.86 313.40 310.45 313.79 STRUCTURE IN CB - 1201 CB - 1219 CB - 1244 CB - 1203 CB - 1227 CB - 1252 CB - 1229 DI - 1230 CB - 1229A CB - 1222 CB - 1228 CB - 1227 CB - 1226 DI - 1250 CB - 1232 INVERT IN 306.14 306.44 307.65 308.53 306.56 305.27 302.91 303.62 306.95 306.95 306.53 303.26 306.36 301.87 308.70 INVERT OUT 314.27 315.74 305.94 307.40 308.43 307.29 302.67 307.54 307.75 306.59 303.38 306.75 306.28 303.05 307.91 302.81 308.47 STORM STRUCTURE TABLE STRUCTURE CB - 1232 CB - 1232A CB - 1233 CB - 1234 CB - 1235 CB - 1237 CB - 1238 CB - 1239 CB - 1240 CB - 1241 CB - 1242 CB - 1243 CB - 1244 CB - 1252 DI - 1230 DI - 1232A DI - 1235A RIM EL 315.17 313.66 316.80 320.31 320.24 310.66 321.41 318.08 318.67 310.66 310.65 310.66 314.27 312.16 310.72 315.92 319.23 STRUCTURE IN DI - 1232A CB - 1233 CB - 1209 CB - 1231 CB - 1235 CB - 1243 DI - 1235A CB - 1242 CB - 1207 CB - 1237 CB - 1219A CB - 1225 DI - 1299 CB - 1240 INVERT IN 310.25 310.10 306.91 307.70 315.04 307.19 313.38 299.85 299.90 305.35 308.28 305.72 306.25 313.72 INVERT OUT 309.85 306.70 312.14 314.86 315.55 306.76 317.25 313.18 314.12 299.90 299.90 307.22 308.08 305.52 303.72 311.75 313.52 STORM STRUCTURE TABLE STRUCTURE DI - 1237 DI - 1250 DI - 1299 DI - 1299A FES - 1205 RIM EL 321.11 311.24 310.70 310.88 302.19 STRUCTURE IN CB - 1238 CB - 1224A DI - 1299A CB - 1206 INVERT IN 316.86 302.18 306.95 298.77 INVERT OUT 316.66 302.02 306.75 306.98 . STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1202 CB - 1204 CB - 1206 CB - 1206 CB - 1206A CB - 1207 CB - 1207 CB - 1208 CB - 1208 CB - 1209 CB - 1209 CB - 1210 CB - 1210 CB - 1211 CB - 1211 CB - 1212 CB - 1213 CB - 1213 CB - 1214 CB - 1214 UPSTREAM STRUCTURE CB - 1204 CB - 1230 CB - 1206A CB - 1241 CB - 1218 CB - 1202 CB - 1208 CB - 1228A CB - 1232A CB - 1210 CB - 1209A CB - 1239 CB - 1211 CB - 1212 CB - 1234 CB - 1213 CB - 1214 DI - 1237 CB - 1214A CB - 1215 SIZE 24" 18" 24" 48" 24" 24" 30" 18" 30" 24" 15" 18" 24" 18" 15" 18" 18" 15" 15" 18" LENGTH 116.48' 5.72' 23.01' 126.24' 38.83' 23.10' 68.04' 32.55' 80.72' 138.28' 31.27' 30.99' 144.50' 112.27' 39.01' 79.43' 146.81' 52.21' 30.95' 40.64' SLOPE 0.50% 1.75% 0.50% 0.52% 0.50% 0.50% 2.21% 0.50% 1.90% 0.50% 2.82% 0.52% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 300.72 302.71 305.33 299.25 305.74 300.46 303.62 306.12 305.16 309.52 310.27 313.02 310.22 311.44 314.66 312.20 312.80 316.40 313.73 313.73 UPSTREAM INVERT 301.30 302.81 305.45 299.90 305.94 300.57 305.12 306.28 306.70 310.22 311.16 313.18 310.94 312.00 314.86 312.60 313.53 316.66 313.89 313.93 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1214A CB - 1215 CB - 1218 CB - 1218 CB - 1219 CB - 1219A CB - 1224 CB - 1224A CB - 1224A CB - 1227 CB - 1228 CB - 1228 CB - 1228A CB - 1229 CB - 1230 CB - 1230 CB - 1231 CB - 1232 CB - 1232 CB - 1232A UPSTREAM STRUCTURE CB - 1217 CB - 1216 CB - 1219 CB - 1201 CB - 1244 CB - 1203 CB - 1227 CB - 1229 CB - 1252 DI - 1230 CB - 1222 CB - 1229A CB - 1228 CB - 1227 DI - 1250 CB - 1226 CB - 1232 CB - 1233 DI - 1232A CB - 1231 SIZE 15" 18" 18" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 18" 15" 18" 15" 15" 18" LENGTH 66.29' 27.10' 114.93' 26.98' 85.58' 22.96' 5.15' 15.87' 47.04' 20.25' 34.25' 81.87' 43.12' 22.69' 30.14' 133.35' 101.96' 130.72' 38.64' 31.03' SLOPE 2.50% 0.50% 0.84% 3.23% 0.50% 0.50% 0.57% 0.90% 0.53% 0.50% 1.00% 1.17% 0.50% 0.50% 0.50% 1.04% 1.13% 1.56% 3.88% 2.51% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 314.09 314.13 306.44 306.14 307.65 308.53 306.56 302.91 305.27 303.62 306.95 306.95 306.53 303.26 301.87 306.36 308.70 310.10 310.25 307.70 UPSTREAM INVERT 315.74 314.27 307.40 307.01 308.08 308.65 306.59 303.05 305.52 303.72 307.29 307.91 306.75 303.38 302.02 307.75 309.85 312.14 311.75 308.47 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1232A CB - 1234 CB - 1237 CB - 1239 CB - 1241 CB - 1242 CB - 1242 CB - 1244 CB - 1252 DI - 1230 DI - 1235A DI - 1237 DI - 1250 DI - 1299 FES - 1205 UPSTREAM STRUCTURE CB - 1209 CB - 1235 CB - 1243 DI - 1235A CB - 1242 CB - 1237 CB - 1207 CB - 1219A CB - 1225 DI - 1299 CB - 1240 CB - 1238 CB - 1224A DI - 1299A CB - 1206 SIZE 30" 15" 15" 15" 48" 15" 48" 15" 15" 15" 15" 15" 18" 15" 48" LENGTH 117.29' 102.78' 5.25' 26.89' 5.20' 23.16' 79.98' 29.85' 105.00' 101.73' 79.82' 78.41' 97.86' 4.70' 55.72' SLOPE 1.81% 0.50% 0.59% 0.50% 1.08% 6.08% 0.50% 0.50% 1.74% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 306.91 315.04 307.19 313.38 299.85 305.35 299.90 308.28 305.72 306.25 313.72 316.86 302.18 306.95 298.77 UPSTREAM INVERT 309.02 315.55 307.22 313.52 299.90 306.76 300.30 308.43 307.54 306.75 314.12 317.25 302.67 306.98 299.05* Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.8-4.10 STORM TABLES.dwg- Wednesday, May 19, 2021 10:37:56 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSTORM DRAINAGE TABLESC4.9 NOTES: 1.RCP SHALL BE A MINIMUM CLASS III. 2.LENGTH INCLUDES FES LENGTH. 3.DBCB REFERS TO DOUBLE CATCH BASIN. 4.PIPES NOTED WITH A * SHALL BE O-RING AND WATER TIGHT. 5/19/2021 BYPASS STORM STRUCTURE TABLE STRUCTURE CB - 2001 CB - 2003 CB - 2042 CB - 2044 CB - 2061 DI - 2000 FES - 2004 FES - 2010 FES - 2013 FES - 2041 FES - 2043 FES - 2050 FES - 2060 HW - 2031 JB - 2002 JB - 2011 JB - 2012 JB - 2032 JB - 2033 JB - 2051 RIM EL 322.33 322.14 286.58 286.58 318.18 320.50 317.18 310.63 305.38 283.49 283.49 297.26 314.44 278.30 323.21 315.28 312.05 287.00 287.93 310.89 STRUCTURE IN JB - 2002 CB - 2003 JB - 2012 CB - 2042 CB - 2044 JB - 2051 CB - 2061 JB - 2032 DI - 2000 CB - 2001 FES - 2010 JB - 2011 JB - 2033 YI - 2034 JB - 2052 INVERT IN 315.65 314.84 302.51 281.97 281.97 293.85 312.92 273.92 316.27 316.82 307.50 303.60 274.56 276.02 298.39 INVERT OUT 318.10 315.45 282.25 282.25 313.17 317.06 307.76 316.07 304.68 303.40 274.36 275.82 294.49 STORM STRUCTURE TABLE STRUCTURE JB - 2052 JB - 2053 JB - 2054 JB - 2055 YI - 2034 YI - 2056 RIM EL 313.83 313.47 313.46 313.87 284.50 311.10 STRUCTURE IN JB - 2053 JB - 2054 JB - 2055 YI - 2056 INVERT IN 299.67 300.16 300.82 302.29 INVERT OUT 299.47 299.96 300.62 302.09 276.62 303.29 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 2001 CB - 2003 FES - 2004 FES - 2013 FES - 2041 FES - 2043 FES - 2050 FES - 2060 HW - 2031 JB - 2002 JB - 2011 JB - 2012 JB - 2032 JB - 2033 JB - 2051 JB - 2052 JB - 2053 JB - 2054 JB - 2055 UPSTREAM STRUCTURE JB - 2002 JB - 2002 CB - 2003 JB - 2012 CB - 2042 CB - 2044 JB - 2051 CB - 2061 JB - 2032 DI - 2000 FES - 2010 JB - 2011 JB - 2033 YI - 2034 JB - 2052 JB - 2053 JB - 2054 JB - 2055 YI - 2056 SIZE 15" 24" 24" 30" 15" 15" 30" 15" 30" 24" 30" 30" 30" 30" 30" 30" 30" 30" 30" LENGTH 42.01' 42.03' 60.39' 88.87' 28.08' 27.95' 128.41' 21.48' 87.11' 158.09' 25.75' 108.83' 251.68' 60.77' 217.13' 56.22' 92.33' 254.80' 19.95' SLOPE 3.05% 1.00% 1.00% 1.00% 1.00% 1.00% 0.50% 1.14% 0.50% 0.50% 1.00% 1.00% 0.50% 1.00% 0.50% 0.50% 0.50% 0.50% 5.00% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 318.10 315.65 314.84 302.51 281.97 281.97 293.85 312.92 273.92 316.27 307.50 303.60 274.56 276.02 298.39 299.67 300.16 300.82 302.29 UPSTREAM INVERT 316.82 316.07 315.45 303.40 282.25 282.25 294.49 313.17 274.36 317.06 307.76 304.68 275.82 276.62 299.47 299.96 300.62 302.09 303.29 . . . . . . . . MINOR CULVERTS STORM STRUCTURE TABLE STRUCTURE FES-2008 FES-2009 FES - 2080 FES - 2081 RIM EL 299.17 298.56 307.52 308.02 STRUCTURE IN FES-2008 FES - 2081 INVERT IN 296.76 306.00 INVERT OUT 297.38 306.50 . . . . STORM SYSTEM DATA DOWNSTREAM STRUCTURE FES - 2080 FES-2009 UPSTREAM STRUCTURE FES - 2081 FES-2008 SIZE 15" 18" LENGTH 37.11' 24.48' SLOPE 1.35% 2.52% MATERIAL RCP RCP DOWNSTREAM INVERT 306.00 296.76 UPSTREAM INVERT 306.50 297.38 SCM OUTLETS STORM STRUCTURE TABLE STRUCTURE FES 6 FES 7 FES 8 FES 9 FES 10 FES 12 RISER 6 RISER 7 RISER 8 RISER 9 RISER 10 RISER 12 RIM EL 265.38 281.38 285.96 278.46 279.12 284.88 269.00 287.00 287.50 284.25 286.50 290.00 STRUCTURE IN RISER 6 RISER 7 RISER 8 RISER 9 RISER 10 RISER 12 INVERT IN 262.50 278.50 282.00 274.50 276.25 282.00 INVERT OUT 263.00 279.50 282.50 275.50 277.00 283.00 STORM SYSTEM DATA DOWNSTREAM STRUCTURE FES 6 FES 7 FES 8 FES 9 FES 10 FES 12 UPSTREAM STRUCTURE RISER 6 RISER 7 RISER 8 RISER 9 RISER 10 RISER 12 SIZE 30" 30" 42" 42" 30" 30" LENGTH 55.49' 55.14' 53.88' 60.44' 82.06' 61.35' SLOPE 0.90% 1.81% 0.93% 1.65% 0.91% 1.63% MATERIAL RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 262.50 278.50 282.00 274.50 276.25 282.00 UPSTREAM INVERT 263.00 279.50 282.50 275.50 277.00 283.00 . . . . . . Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.8-4.10 STORM TABLES.dwg- Wednesday, May 19, 2021 11:03:07 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSTORM DRAINAGE TABLESC4.10 NOTES: 1.RCP SHALL BE A MINIMUM CLASS III. 2.LENGTH INCLUDES FES LENGTH. 3.DBCB REFERS TO DOUBLE CATCH BASIN. 4.PIPES NOTED WITH A * SHALL BE O-RING AND WATER TIGHT. DITCH DESIGN SUMMARY 5/19/2021 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.0-5.8 PRE-EROSION CONTROL PLANS.dwg- Tuesday, May 11, 2021 10:20:05 PM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONGENERAL EROSIONCONTROL NOTESC5.0 GROUND STABILIZATION CHART SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS DIKES, SWALES, DITCHES, AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. EROSION CONTROL NOTES: 1.RECEIVING WATERSHED: CAPE FEAR RIVER 2.RECEIVING WATERCOURSE: BIG BRANCH 3.TOTAL LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE = 91.6 ACRES. 4.ANY AREA DISTURBANCES BY CONTRACTOR NOT SHOWN ON THE CONSTRUCTION DRAWINGS ARE TO BE PERMITTED THROUGH THE APPROPRIATE PERMITTING AGENCY. 5.PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICE OR STRUCTURE. 6.PROVIDE A ROLLED EROSION CONTROL PRODUCT (RECP) TO STABILIZE DISTURBED DITCHES IF ANY SIGNS OF SCOURING ARE EVIDENT EVEN IF NO RECP HAS BEEN SHOWN ON THE CONSTRUCTION DRAWINGS. 7.NO STOCK OR WASTE PILES ARE ALLOWED WITHIN 50' OF STREAMS OR DRAINAGE STRUCTURES. 8.WHERE DEWATERING OF TRENCHES, PITS, AND OTHER EXCAVATIONS BECOMES NECESSARY THE DISCHARGE MUST BE DIVERTED TO A SEDIMENT FILTER BAG BEFORE BEING DISCHARGED TO THE GROUND. 9.ADEQUATE EROSION CONTROL MEASURES MUST BE INSTALLED, MAINTAINED, AND ADJUSTED AS NEEDED DURING THE DEMOLITION OR CLEARING AND GRUBBING PHASES AS WELL AS THROUGHOUT THE LIFE OF THE PROJECT AND UNTIL PERMANENT VEGETATION IS ESTABLISHED. 10.NO SEDIMENT BASIN SHALL BE REMOVED WITHOUT THE APPROVAL OF THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. EROSION CONTROL SELF INSPECTION: NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION PROGRAM: THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131. THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (919) 791-4200. RESTORATION OF WETLAND AREAS - SPECIAL REQUIREMENTS: A.BOUNDARIES OF WETLANDS TO BE RESTORED WILL BE STAKED IN THE FIELD BY A LICENSED SURVEYOR TO ENSURE THAT THE DISTURBED WETLANDS ARE RESTORED IN THEIR ENTIRETY. B.ALL FILL PLACED WITHIN THE WETLAND AREAS SHALL BE REMOVED AND EXCAVATED DOWN TO NATIVE SOILS. C.LOGGING MATS AND STEEL PLATES WITHIN WETLAND AREAS SHALL BE REMOVED PRIOR TO FINAL GRADING. D.WETLAND AREAS SHALL BE RESTORED TO NATURAL GRADE AS SHOWN ON SHEET C1.0. TOPOGRAPHIC SURVEY DATA COLLECTED BY WITHERSRAVENEL DURING THE DESIGN PHASE OF THE PROJECT WILL BE USED TO DETERMINE THE NATURAL GRADE OF THE RESTORED WETLANDS. DURING GRADING ACTIVITIES, THE CONTRACTOR SHALL HAVE A SURVEY CREW ON SITE TO ENSURE THAT THE FINISHED GRADE OF THE RESTORED WETLANDS MATCHES THE PRE-CONSTRUCTION CONTOURS WITHIN THE DISTURBED WETLANDS. E.GRADING WITHIN WETLAND AREAS SHALL USE ONLY NATIVE WETLAND SOILS. OFFSITE FILL WILL NOT BE USED TO ASSIST WITH GRADING EFFORTS. F.SURFACE WATER CONTROL MEASURES TO BE INSTALLED PRIOR TO THE BEGINNING OF ANY WORK. G.AREAS TO BE SEEDED SHALL BE RIPPED APPROXIMATELY 6" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 6" TO 8" DEEP. H.LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH. I.UPON SUCCESSFUL RESTORATION OF THE NATURAL CONTOURS OF THE DISTURBED WETLANDS, THE DISTURBED WETLAND AREAS SHALL BE SEEDED WITH NATIVE HERBACEOUS WETLAND SPECIES TO PROVIDE STABILIZATION UNTIL NATURAL RECRUITMENT DIVERSIFIES THE VEGETATION COMPOSITION OF THESE AREA. THE DISTURBED WETLANDS WILL BE SEEDED WITH A WETLAND SEED MIXTURE CONSISTING OF THE FOLLOWING SPECIES AND APPLICATION RATES: SEEDING MIXTURE SPECIES BOTANICAL NAME APPLICATION RATE SOFT RUSH JUNCUS EFFUSUS 2.5 LBS / ACRE SMART WEED POLYGONUM PENSYLVANICUM 2 LBS / ACRE LIZARD'S TAILS AURURUS CERNUS 2 LBS / ACRE RYE GRAIN SECALE CEREALE 40 LBS / ACRE (USED AS FILLER TO INCREASE SEED DISPERSION) J.WETLAND AREAS SHALL BE COVERED WITH A 100% BIODEGRADABLE "JUTE” TYPE EROSION CONTROL NETTING OR EQUAL INSTALLED PER MANUFACTURER DIRECTIONS. SEED BED PREPARATION: 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, WITH STOCKPILED TOPSOIL. CONTRACTOR SHALL RESERVE SUFFICIENT TOPSOIL FOR SEEDBED PREPARATION. 2.RIP THE ENTIRE AREA TO 6 INCH DEPTH. 3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER-PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND IS LESS THAN 60% ESTABLISHED, THE ENTIRE AREA SHALL BE RESEEDED ACCORDING TO SPECIFICATIONS USING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT A CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. *APPLY:AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) FERTILIZER - 1,000 LB/ACRE - 10-10-10 SUPER-PHOSPHATE - 500 LB/ACRE - 20% ANALYSIS MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW ANCHOR - ASPHALT EMULSION @ 300 GALS/ACRE SEEDING AND MULCHING: SEEDING AND MULCHING SHALL BE CARRIED OUT IMMEDIATELY BEHIND CONSTRUCTION IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: SHOULDERS, SIDE DITCHES, SLOPES (3:1 MAX.) DATE TYPE PLANTING/ACRE AUG 15 - NOV 1 TALL FESCUE 300 LBS NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS. MAR 1 - APR 15 TALL FESCUE 300 LBS. APR 15 - JUNE 30 HULLED COMMON BERMUDA GRASS 25 LBS. JULY 15 - AUG 15 TALL FESCUE AND 35 LBS . *** BROWN TOP MILLET OR *** SORGHUM-SUDAN HYBRIDS SLOPES (3:1 TO 2:1) DATE TYPE PLANTING/ACRE MAR 1 - JUNE 1 SERICEA LESPEDEZA (SCARIFIED) AND 50 LBS. MAR 1 - APRIL 15 ADD TALL FESCUE AND 120 LBS. MAR 1 - JUNE 30 ADD WEEPING LOVE GRASS OR 10 LBS. MAR 1 - JUNE 30 ADD HULLED COMMON BERMUDA GRASS 25 LBS. JUNE 1 - SEP 1 *** TALL FESCUE AND 120 LBS. *** BROWN TOP MILLET OR 35 LBS. *** SORGHUM-SUDAN HYBRIDS 30 LBS. SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)AND 70 LBS. TALL FESCUE 120 LBS. NOV 1 - MAR 1 ADD ABRUZZI RYE 25 LBS. ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. A CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE SHALL BE CONSULTED FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ANY VARIATION FROM THIS LIST SHALL BE PRE-APPROVED BY THE TOWN. NARRATIVE: 1.PROJECT DESCRIPTION THE PURPOSE OF THE PROJECT IS TO CONSTRUCT CAROLINA SPRINGS PHASE 1. 2.PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING WILL CONSIST OF GRASSES TYPICAL OF THE AREA AND INSPECTION AND MAINTENANCE PERFORMED TO CONFIRM ESTABLISHMENT. 3.PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES A.STOCKPILES STOCKPILES WILL BE USED WHEN THE STORAGE OF EXCESS FILL MATERIAL IS NECESSARY. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS REQUIRED. STOCKPILES SHOULD BE STABILIZED AND/OR SURROUNDED WITH SEDIMENT FENCE TO PREVENT RUNOFF. B.CONSTRUCTION ENTRANCES CONSTRUCTION ENTRANCES WILL BE PROVIDED TO REDUCE EROSION OF SEDIMENT INTO WETLANDS AND WATERWAYS CAUSED BY HEAVY TRUCKS AND MACHINERY ENTERING AND LEAVING THE PROJECT SITE. THIS PRACTICE ALSO PLAYS AN IMPORTANT ROLE IN COMMUNITY PERCEPTION OF THE PROJECT BY MINIMIZING THE DIRT AND MUD THAT IS TRACKED ONTO STREETS.EXISTING WOODFIELD DEAD END ROAD WILL NEED TO REMAIN ACCESSIBLE AT ALL TIMES TO ALLOW PROPERTY OWNERS TO THE NORTH CONTINUED ACCESS. SEE C5.9 FOR ADDITIONAL INFORMATION. C.SILT FENCE SEDIMENT FENCE WILL BE CONSTRUCTED AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING DITCHES AND ADJACENT WATERWAYS. D.SILT FENCE OUTLETS/STONE DRAINS SILT FENCE OUTLETS SHALL BE INSTALLED ALONG THE SILT FENCE AT LOCATIONS WHERE SIGNS OF CONCENTRATED FLOW OCCUR AND WILL BE FIELD ADJUSTED AS REQUIRED. THE STONE DRAINS ARE USED TO LET WATER TRAPPED BEHIND THE SILT FENCE TO ESCAPE DOWNSTREAM HELPING TO PREVENT THE WEIGHT OF DETAINED WATER FROM COLLAPSING THE SILT FENCE AND ALLOWING TRAPPED SEDIMENT TO ENTER ADJACENT PROPERTY, WETLANDS, AND WATERWAYS. E.EROSION CONTROL MATTING EROSION CONTROL MATTING SHALL BE USED ON DISTURBED DITCHES AND SWALES. MATTING IS INTENDED TO STABILIZE SOIL ON DISTURBED SLOPES WHILE HOLDING SEED AND MULCH IN PLACE ALLOWING VEGETATION TO BECOME ESTABLISHED. DEPENDING UPON THE SLOPE AND DEPTH OF ANTICIPATED RUNOFF, DIFFERENT MATTING TYPES MAY BE NECESSARY FOR DIFFERENT APPLICATIONS. F.EROSION CONTROL STONE EROSION CONTROL STONE SHALL BE USED ON DISTURBED CREEK AND STREAM CROSSINGS. EROSION CONTROL STONE IS INTENDED TO STABILIZE SIDES AND BOTTOMS ON DISTURBED CREEK AND STREAM CROSSINGS WHILE ALLOWING VEGETATION TO BECOME ESTABLISHED. DEPENDING UPON THE SLOPE AND DEPTH OF ANTICIPATED RUNOFF, DIFFERENT GRADES OF EROSION CONTROL STONE MAY BE NECESSARY FOR DIFFERENT APPLICATIONS. G.TEMPORARY STREAM CROSSINGS TEMPORARY STREAM CROSSINGS ARE CONSTRUCTED WHERE CONSTRUCTION EQUIPMENT WILL HAVE TO CROSS THE EXISTING WATERCOURSE ADJACENT TO THE UTILITY LINE. THIS PRACTICE WILL PROVIDE FOR EROSION AND SEDIMENT CONTROL AS WELL AS REDUCE THE LIKELIHOOD OF EQUIPMENT BEING IMPACTED IN STREAMBEDS. H.SEEDING, FERTILIZING, AND MULCHING SEEDING, FERTILIZING, AND MULCHING ARE A PERMANENT FORM OF EROSION CONTROL. GROUNDCOVER SHALL BE PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES. CONSTRUCTION SEQUENCE 1.ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE TOWN OF HOLLY SPRINGS. A PRECONSTRUCTION MEETING WITH THE TOHS INSPECTOR AND ENVIRONMENTAL SPECIALIST WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION. 2.FLAG PROPERTY LINES, EASEMENTS, BUFFERS, AND TREE PROTECTION AREAS. CONTACT THE TOWN OF HOLLY SPRINGS PLANNING DEPARTMENT'S CODE ENFORCEMENT OFFICER TO OBTAIN APPROVAL FOR TREE PROTECTION FENCING LOCATIONS. 3.INSTALL CONSTRUCTION ENTRANCE#1, SILT FENCE, SKIMMER BASINS, STONE DRAINS, AND OTHER MEASURES AS SHOWN ON THE DRAWINGS. CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES. 4.INSTALL TEMPORARY STREAM CROSSINGS USING BRIDGE MATS. 5.BEGIN LIMITED CLEARING AND GRUBBING ACTIVITIES AS DIRECTED BY THE OWNER. 6.INSTALL TEMPORARY BYPASS CHANNELS PER C7.9 AND INSTALL CULVERTS PER PLANS. ESTABLISH FINISHED GRADE ONCE THE CULVERTS ARE INSTALLED. 7.BEGIN CONSTRUCTION AND INSTALLATION OF UTILITY LINE(S). 8.INSTALL TEMPORARY CREEK CROSSINGS AS SHOWN ON PLANS AND AS DESCRIBED IN STREAM UTILITY CROSSING PROCEDURES. ALL IN-STREAM CONSTRUCTION ACTIVITY SHOULD TAKE PLACE IN GOOD WEATHER CONDITIONS. BYPASS PUMPING PIPING SHALL BE CONSIDERED INCIDENTAL IF REQUIRED DURING CONSTRUCTION. A.INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN THE STREAM. B.INSTALL UPSTREAM DAM AND DOWNSTREAM DAM WITH POLYETHYLENE FACING. C.INSTALL EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF STREAM IN THE CONSTRUCTION AREA. D.INSTALL SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN STONE DAM USING THE FILTER BAG. E.INSTALL THE NEW PIPELINE. F.UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, POLYETHYLENE, AND TEMPORARY CMP, DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM. G.INSTALL RIP RAP TO STABILIZE STREAM BANKS. H.REMOVE TEMPORARY EARTH BERM AND SEDIMENT BAGS AND STABILIZE AREAS AS INDICATED ON DRAWINGS. 9.BEGIN EXCAVATION AND TRENCHING ACTIVITIES ONLY AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE BEEN INSTALLED 10.STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL. INSTALL SILT FENCE AROUND STOCKPILE AREAS. DISPOSE OF UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS OFF-SITE IN A LEGAL MANNER. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS REQUIRED. 11.BACKFILL AND ESTABLISH FINISHED GRADE IMMEDIATELY AFTER PIPES HAVE BEEN INSTALLED. 12.GROUNDCOVER SHALL BE PROVIDED IN ACCORDANCE TO THE GROUND STABILIZATION CHART. 13.CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION, AFTER EACH RAINFALL EVENT IN EXCESS OF 1 2-INCH AND PERFORM ANY NECESSARY MAINTENANCE, 14.MAINTENANCE CONSISTS OF REMOVING SEDIMENT FROM CHECK DAMS AND FROM BEHIND SILT FENCES, MAKE NECESSARY REPAIRS AS DIRECTED BY INSPECTOR, OWNER, OR ENGINEER. 15.THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO ENSURE THAT NO SILT LEAVES THE PROJECT SITE AND ENTERS ANY NATURAL STREAM OR WATERWAY AND MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 16.ALL EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE PROTECTED VIA TREE PROTECTION FENCING. LOCATE FENCING AS FAR AS PRACTICABLE FROM THE VEGETATION THE FENCE IS TO PROTECT. 17.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE BASE. ALL AREAS INDICATED TO BE PAVED SHALL BE STABILIZED WITH STONE AS SOON AS THEY ARE BROUGHT TO FINAL GRADE. MAINTAIN DIVERSIONS, INLET PROTECTION AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED. 18.SLOPES SHALL BE NO STEEPER THAN 2:1 FOR VEGETATIVE COVER. 19.SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS, INCLUDING ALL STORAGE, STAGING, AND OFF SITE STAGING, IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH ON THE PLANS. 20.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL THE TOWN OF HOLLY SPRINGS FOR AN INSPECTION BY AN ENVIRONMENTAL INSPECTOR. 21.IF SITE IS APPROVED, REMOVE ANY TEMPORARY DIVERSIONS, SILT FENCES, SEDIMENT TRAPS, ETC., AND REGRADE AND SEED OR STABILIZE ANY RESULTING DISTURBED AREAS. 22.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL TOWN OF HOLLY SPRINGS FOR A FINAL SITE INSPECTION BY AN ENVIRONMENTAL INSPECTOR. OBTAIN CERTIFICATE OF COMPLETION. 23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THE DRAWINGS. 24.THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCING AROUND SPOIL PILES AT BORING PITS IF PIT IS LEFT OPEN OVERNIGHT OR IF A RAIN EVEN IS EMINENT. PLASTIC SHEETING MAY ALSO BE USED TO COVER PILES. R EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD TEMPORARY CLEAN WATER DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT SB = SKIMMER BASIN RB = RISER BASIN FOR RISER BASIN DIMENSIONS, SEE DETAIL ON C8.5. DocuSign Envelope ID: EAA2BE8A-E9BD-483D-8ED0-84659AAE600F 5/12/2021 XXXXXX XX XX XXXXXXXXXXXXXXXXX XXXXX TP TP TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TP SF/TP SF/T P SF/TP SF/TP SF/TP SF/TPTP >>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXX >>>>>>>>>>>>>>>>>>>>SFSFSFSFSF/T P SF/T PSF/TPSF/TPSF/TPSF/TP SF/TP SF/TPSF/TP SF/ T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF / T PSF/TPSF/TPSF/TPS F / T P SF/TP SF/TP SF/TP SF/T P SF/TP SF/ T P SF/TPSF/TPSF/TPSF/TPSF/TP SF / T P S F / T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TPSF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TPSF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP >>>>>>XXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>> >>>>>P-EC P-EC-TP P-EC-DIVERSION >>>> P-EC- P-EC-SILT P-EC-SILT_TP P-EC-SWALE >>>> P-EC-DIVERSION-TXT P-EC-SILT-TXT P-EC-SILT_TP-TXT P-EC-SWALE P-EC-TP-TXT P-EC-INLET P-EC-INLET-TXT P-EC-CONST-ENTRY-TXT P-EC-CONST-ENTRY P-EC-BASIN-TXT P-EC-BASIN P-EC-BAFFLE-TXT P-EC-BAFFLE XX XX P-EC-SKIMMER P-EC-SKIMMER-TXT P-EC-STOCKPILE P-EC-STOCKPILE-TXT P-EC-SILT-OUTLET P-EC-TXT P-EC-PRE P-EC-PRE-TXT P-EC-POST P-EC-POST-TXT P-EC-PHASE P-EC-PHASE-TXT P-EC-TEMP FLAGGING LIMITS P-EC-CONC WASHOUT-TXT P-EC-CONC WASHOUT P-EC-CHECK DAM P-EC-LIMITS P-EC-OUTLET STRUCTURE P-EC-SLOPEDRAIN > > > > > >>>>>>>>>>>>> > >>> > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SF/TPSF/TPSF/ T P R RRRRRRRRRRRR R R R R R R R R R W WWWWWWWW W W W W G G G G G G G G G G G G G G G G G G G G G G G WOODS CR E E K R O A D 60' PUBLIC R I G H T O F W A Y 20' PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 W W W W W W W SSSS SS SSWALL WALL WALL WALL OAKS END DRIVE80' PUBLIC RIGHT OF WAY WOODS CREE K R O A D 100' PUBLIC R I G H T O F W A Y WOOD S C R E E K R O A D 100' P U B LI C RI G H T O F W A Y 20' PRIVATE DRAINAGE EASEMENT 20' PUBLIC SANITARY SEWER EASEMENT STORMWA T E R M A I N T E N A N C E E A S E M E N T OAKS END DRIVE80' PUBLIC RIGHT OF WAY 20' PRIVATE DRAINAGE EASEMENT per BM 2019, PG 466 VARIABLE WIDTH PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 20' PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 CONC SIDEWAL K CONC SIDEWALK G G G G G G G R RR R R R R R R R R R R FO FO RRRRE W O O D S C R E E K R O A D 60' P U B L I C RI G H T O F W A Y W O O D S C R E E K R O A D 60 ' P U B L I C R I G H T O F W A Y WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYTTTTTTTT TTT T T T T T T T T TTTTTWETLAND AREA W31 HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 GGGGGGGGGGGGGGGSB#3 SB#1 / SCM6 SB#2 SB#4 / SCM#7 SB#7 SCM#8 SB#6 SB#8 / SCM#8 SB#13 SB#9 SB#10 SB#12 SB#14 SB#5 EXISTING WOODFIELD DEAD END ROAD AND EXISTING TELEPHONE LINE TO REMAIN OPERATIONAL DURING ALL TIMES OF CONSTRUCTION SB#11 CONSTRUCTION ENTRANCE #2 EXISTING POND TO REMAIN INTACT FUTURE TOWN PARK WETLANDS (TYP) 30' HOLLY SPRINGS CAFE FEAR BUFFER WETLANDS (TYP) WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLANDS (TYP) WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLANDS (TYP) 30' HOLLY SPRINGS CAFE FEAR BUFFER WETLANDS (TYP) FLOODWAY FEMA 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN WETLANDS (TYP) WETLANDS (TYP) FLOODWAY 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLANDS (TYP) STREET C WILL BE INSTALLED TO CONSTRUCTION ENTRANCE #1 SB#17 SB#6 SB#16 SCM#10 SCM#12 SB#18 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.0-5.8 PRE-EROSION CONTROL PLANS.dwg- Tuesday, May 11, 2021 10:43:35 PM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 OVERALL PRE-EROSIONCONTROL PLANC5.1 BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD TEMPORARY CLEAN WATER DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DISTURBED AREA: 91.6 ACRES SILT FENCE DocuSign Envelope ID: EAA2BE8A-E9BD-483D-8ED0-84659AAE600F 5/12/2021 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XXSF> > > >>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SF/TPSF/TPSF/T P SF/TPSF/TPSF/T P SF/T P SF/T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF / TP SF / T P SF/TPSF/TPSFSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPS F / T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSFSF/TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>SFSFSF260265265270270270270275275275275280 280 280 280285285 2852 9 0 290290295295 295 3003 0 0300300300 3003053053103103153203253 2 5 W O O D S C R E E K R O A D 6 0 ' P U B L I C RI G H T O F W A YWO O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A YWOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T TTD#1 TD#3 TD#2 TD#4 SB#1 / SCM6 S B # 2 PROPOSED CULVERT TO BE INSTALLED ONCE CLEARING HAS BEEN COMPLETED DURING DRY CONDITIONS. SEE SHEET C7.9 FOR CULVERT BYPASS DETAILS. SLOPE DRAINS TO BE INSTALLED AT ENTRANCE OF SKIMMER BASINS (TYP) SLOPE DRAINS TO BE INSTALLED AT ENTRANCE OF SKIMMER BASINS (TYP) SILT FENCE OUTLET (TYP) CONSTRUCTION LIMITS (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP)CHECK DAM (TYP) CONSTRUCTION ENTRANCE #2 EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN FLOODWAY EXISTING STREAM WETLANDS (TYP) TEMPORARY BRIDGE MAT PROTECTION FENCE (TYP)SFSFS F S FSFSF SFSFSFINSTALL SILT FENCE AT INITIAL STAGE TO PREVENT SEDIMENT FROM ENTERING THE CREEK (TYP BOTH SIDES) LOCAL FLOOD CROSS SECTIONS (TYP) STREET C WILL BE INSTALLED TO CONSTRUCTION ENTRANCE #1 EXISTING CROSS SECTIONS 2802752 7 0 266280Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.0-5.8 PRE-EROSION CONTROL PLANS.dwg- Tuesday, May 11, 2021 10:35:38 PM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 PRE-EROSION CONTROLPLANC5.2 NOTES: 1.SURVEY PROVIDED BY WITHERSRAVENEL AND BATEMAN CIVIL SURVEYING DATED 01/10/2020. 2.FINAL GRADING FOR COLLECTOR/SPINE ROADS TO BE DETERMINED WITH CONSTRUCTION DRAWINGS. 3.SCM GRADING IS APPROXIMATE AT MASTER PLAN STAGE. GRADING AND FINAL DESIGN OF SCMS WILL BE DONE AS PART OF THE CONSTRUCTION DRAWING PHASE. 4.ALL SCMS SHALL HAVE A 20' MAINTENANCE AND ACCESS EASEMENT AROUND THEM. 5.STREAMS AND WETLANDS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL. 6.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER AREAS. 7.CB=CATCH BASIN; FES=FLARED END SECTION; JB=JUNCTION BOX; YI=YARD INLET WITH SLAB TOP; DI=DRAINAGE INLET WITH GRATE. GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL SEE SHEET C5.3 FOR CONTINUATION SEE SHEET C5.6 FOR CONTINUATION EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD TEMPORARY CLEAN WATER DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: EAA2BE8A-E9BD-483D-8ED0-84659AAE600F 5/12/2021 SF TP >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXX XXXXXXXX XX XX XX XX XX X X XXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED STOCKPILE AREA (4,000 SF) PROPOSED STOCKPILE AREA (8,400 SF)SFSFSFSFSFSFSFSF XXXXXXXXXXXXSF/TPSF/TPSF/T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/T P SF/T P SF/T PSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP>>>>>>>>>>>>>>>>TP>>>>>>>>>>>>>>>>>>XXXXXXXXXXXX>>>>>>>>>>>>> > > >>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > >>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>3152952 95 300300 3 0 0 3053053053 0 5 3053053103103103103 1 0 31 5 31531531532032032 0 320 3253 2 5300300 3 0 0 300 305305 3103153 1 532032032032532 5 FM FM FM FM FM FM G G G G G G G G G G G G G G G G G G G G G G G G G G G WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T T T T TTTTTTTGTTTTTTTT TTT320 325 305305 3 1 0310 3 1 5320325 3 0 0 3 0 5 3 1 0 315 31 5 29529529 5 295 3003 0 0 30 5 310 TD#7 TD#21 SB#14TD#22 SB#11 TD#28 TD#27 TEMPORARY 24" HDPE PIPE DURING CONSTRUCTION FOR TRAFFIC CROSSINGS SILT FENCE OUTLET (TYP) CONSTRUCTION LIMITS (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) SLOPE DRAINS REQUIRED INTO THE SKIMMER BASINS AT TEMPORARY DIVERSION (TYP) SILT FENCE OUTLET (TYP) CONSTRUCTION LIMITS (TYP) SILT FENCE OUTLET (TYP) CHECK DAM (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) FUTURE TOWN PARK CONSTRUCTION ENTRANCE #2 EXISTING WOODFIELD DEAD END ROAD AND EXISTING TELEPHONE LINE TO REMAIN ACCESSIBLE AT ALL TIMES 29029 0 2 9 5 29 5 3 0 0 30 0 305305305305 3 1 0 CONSTRUCTION LIMITS (TYP) EXISTING GAS EASEMENT WETLANDS (TYP) TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN TOP OF BANK SB#16 SB#18 3 2 5 325 3153203103 2 5 3 2 0 320 3153103 0 5 315 32 0 325 TD#8 300295290285280310 3 1 5 320 32 5 325 320315Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.0-5.8 PRE-EROSION CONTROL PLANS.dwg- Tuesday, May 11, 2021 10:49:09 PM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 PRE-EROSION CONTROLPLANC5.3SEE SHEET C5.2 FOR CONTINUATION SEE SHEET C5.5 FOR CONTINUATION SEE SHEET C5.7 FOR CONTINUATIONSEE SHEET C5.4 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SEE SHEET C5.8 FOR CONTINUATIONDocuSign Envelope ID: EAA2BE8A-E9BD-483D-8ED0-84659AAE600F 5/12/2021 XXXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TPTP TPTPTP>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > >>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSF/TP SF/TP SF/ T P SF/TP SF/TP SF/TPSF/TPSF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF / TP SF/TPSF/TP>>>>>>>>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>> >>>> > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/ T P SF/ T P295 300 305305 3 0 5310 310 310 315315315315 32 0 3 2 0 3203203 2 0 320 320320320325330 PC: 10+84.20 PC: 14+93.07 PT : 1 2 + 5 2 . 7 1 PT: 16+66.02 TTTTTTTTTTTTTTTTTTTT320 3 0 5 3 1 0 315315315320325315 315320 320320 31031 5 TD#14 TD#25 TD#26 TD#17 TD#18 TD#24 TD#21 SB#7 SCM#8 SB#13 SB#9 SB#10 SB#12 TD#19 TD#20 TD#23 CHECK DAM (TYP) CHECK DAM (TYP) SILT FENCE OUTLET (TYP) EXISTING POND TO REMAIN INTACT SLOPE DRAINS REQUIRED INTO THE SKIMMER BASINS AT TEMPORARY DIVERSION (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION LIMITS (TYP) CONTRACTOR SHALL INSTALL SLOPE DRAINS AT THE ENTRANCES OF SKIMMER BASINS (TYP.)320325325325 325 WETLANDS (TYP) TOP OF BANK WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER 3053103153203253253 2 5 3 2 5 3 3 0 330305310315320325325325 3053103 1 5 TD#21 COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION LIMITS (TYP) EXISTING PROPERTY LINE (TYP) HORSESHOE PIPE INLET PROECTION EXISTING CLOGGED PIPE TO BE PUMPED WITH FLOWABLE FILL AND ABANDONED IN PLACE TD#8 310 3 1 5 305 3 1 0 3 0 5 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.0-5.8 PRE-EROSION CONTROL PLANS.dwg- Tuesday, May 11, 2021 10:55:35 PM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 PRE-EROSION CONTROLPLANC5.4SEE SHEET C5.3 FOR CONTINUATION SEE SHEET C5.5 FOR CONTINUATIONEASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SEE SHEET C5.8 FOR CONTINUATIONDocuSign Envelope ID: EAA2BE8A-E9BD-483D-8ED0-84659AAE600F 5/12/2021 XXXXXXXXXXXXXXXXSF/TP SF/TPSF/TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>XXXXXXXX XXXXXXXXXXXXPROPOSED STOCKPILE AREA (18,000 SF)SFSFSFSFSFSFSFSFSFXXXXXXXXSF/TPSF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TPSF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/TPSF/TPSF/TPSF/TPSF/TPSF / TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>> > > > > >>>>>>>XXXXXXXX275275 2802802 8 5 285 285285285 285 290290290 290 290 290 290 290 2 9 5 295295295 295 2953003003003 0 0 300 300 3 0 5 305 305 305 310 310 310310310 315 315320320WETLAND AREA W31 GGGGGJB - 2033 YI - 2034 JB - 2032 HW - 2031 TD#11 TD#12 TD#15 TD#16 SB#6 SB#8 / SCM#8 CHECK DAM (TYP) SILT FENCE OUTLET (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CHECK DAM (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION LIMITS (TYP) 265 2652702 7 0 27 0 2702702702702702 7 5 27528028028529029530030 5 3103 1 5320325 TOP OF BANK (TYP.) FEMA EFFECTIVE 100 YEAR FLOODPLAIN WETLANDS (TYP) WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA EFFECTIVE FUTURE FEMA 100 YEAR FLOODPLAIN 30' HOLLY SPRINGS CAFE FEAR BUFFER TOP OF BANK (TYP.) FLOODWAY FEMA EFFECTIVE 100 YEAR FLOODPLAIN 3 2 5 330290 295 30 0 3 0 5 310 315320CONTRACTOR TO INSTALL BYPASS STORM DIRECTLY AFTER INSTALLING SB#8 SB#6 FLOODWAY(TYP) 100 YR FLOODPLAIN(TYP) Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.0-5.8 PRE-EROSION CONTROL PLANS.dwg- Tuesday, May 11, 2021 11:19:35 PM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 PRE-EROSION CONTROLPLANC5.5SEE SHEET C5.4 FOR CONTINUATIONSEE SHEET C5.6 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: EAA2BE8A-E9BD-483D-8ED0-84659AAE600F 5/12/2021 SF SFSFXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X TPTP TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > >>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXX XX XX XX XX XX X X XXXXXXXXXXXXXXPROPOSED STOCKPILE AREA (4,000 SF) PROPOSED STOCKPILE AREA (11,600 SF) SFSF SFSFSFSFSFSFSFSFSF/TP SF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF / TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPXXXXXXXXXXXXXXXXXX XXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >>>>>>>>>>>>>> > > > >>>>>> > >> > >>>>>>>>>>>>>>>>>>>>> >>>>TPTP TPTP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>2 7 0270 275275280280285 285 2902 9 0 2952952952 9 5 300300 3 0 0 300300 3053 0 5 3053053103 1 03053 0 5310 3153 2 0 G G G G G G G G G G G G G G G G G G G G G G G G G G G 3 0 0 3 0 5 3 1 0 315 31 5 29529529 5 295 3003 0 0 30 5 310 TD#7 TD#13 TD#21 SB#3 SB#4 / SCM#7 SB#7 SCM#8 SB#5 TD#9 TD#10 TEMPORARY 24" HDPE PIPE DURING CONSTRUCTION FOR TRAFFIC CROSSINGS CHECK DAM (TYP) SLOPE DRAINS REQUIRED INTO THE SKIMMER BASINS AT TEMPORARY DIVERSION (TYP) SILT FENCE OUTLET (TYP) CHECK DAM (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP)29029 0 2 9 5 29 5 3 0 0 30 0 305305305 CONSTRUCTION LIMITS (TYP) EXISTING GAS EASEMENT 2 6 5 WETLANDS (TYP) TOP OF BANK (TYP.) FLOODWAY FLOODWAY EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YEAR FLOODPLAIN TOP OF BANK COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) EXISTING GAS EASEMENT COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) SILT FENCE OUTLET (TYP) SB#17 PLACE TD#8 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YR FLOODPLAIN FEMA FLOODWAY 2 7 5 270280285290TEMPORARY 24" HDPE PIPE DURING CONSTRUCTION FOR TRAFFIC CROSSINGS DOUBLE ROWS OF SILT FENCE AT STOCKPILE (TYP) Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.0-5.8 PRE-EROSION CONTROL PLANS.dwg- Tuesday, May 11, 2021 11:27:45 PM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 PRE- EROSION CONTROLPLANC5.6SEE SHEET C5.3 FOR CONTINUATIONSEE SHEET C5.5 FOR CONTINUATION SEE SHEET C5.7 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: EAA2BE8A-E9BD-483D-8ED0-84659AAE600F 5/12/2021 XXXXXXXXXXXXXXXXXXXXXXXXTP TP TP TPTP TP TP TP TP TPTPTPTP TP XXXXXXXXXXXXXXXXXXXXXXXXSF/TPSF/TPSF/T P SF/TPSF/TPSF/T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/T P SF/T P SF/T P SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPS F / T P SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>280280280280280 285 285 285 285 285 290290 290290 295 295 295295 295295 300300 300300300300 300 305 305 30530531031031531532032031 5 31532032 0 320 3253 2 5310315 320320R R R R R R R R R R R R R R R R R R R R R R FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M W W W W W W W W W W W W W W O O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T T T T T T T T T T T T T T T T T T T T T T T TTTTTTTTT280 280 285 285 290 290 290 295 300 305 310 SB#14TD#28 TD#27 SILT FENCE OUTLET (TYP) SILT FENCE OUTLET (TYP) CHECK DAM (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION ENTRANCE #2 EXISTING WOODFIELD DEAD END ROAD AND EXISTING TELEPHONE LINE TO REMAIN ACCESSIBLE AT ALL TIMES 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK WETLANDS (TYP) SB#16 SCM#10 320315XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/TP SF/TPSF/TPSF/TPSF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSF/TPSF/TPSF/TPSF/TP S F / T P S F / T P SF/TP S F / T P SF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/ T P SF/TP SF/TP SF/TPSF/TPSF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF /TP S F / T P S F / T P SF/TP SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP>>>>> > > > >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SF/TPSF/TPSF/TP280 280280280 285285 285 290 290290 290290 295295 295 295 295300 300 300 300 300 305 305 305 305 310 310 310 3103103103 1 5 3 2 0 TTTTTTTTTT285 285 285 285 290 290 290 290 290 290 295 295 30 0 300 300 305 3 0 5 3 1 0 315TD#24 SB#9 SB#10 SB#12 TD#19 TD#20 TD#28 CHECK DAM (TYP) SILT FENCE OUTLET (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK TOP OF BANK 30' HOLLY SPRINGS CAPE FEAR BUFFER 3053103153053053103 1 5 SCM#12 315 310 2 9 5 3 0 0 305 31 0 3 0 5 310 3 1 5 305 3 1 0 3 0 5 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.0-5.8 PRE-EROSION CONTROL PLANS.dwg- Tuesday, May 11, 2021 11:32:31 PM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 PRE-EROSION CONTROLPLANC5.8 EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL SEE SHEET C5.4 FOR CONTINUATION SEE SHEET C5.4 FOR CONTINUATIONSEE SHEET C5.3 FOR CONTINUATIONSEE SHEET C5.2 FOR CONTINUATION EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: EAA2BE8A-E9BD-483D-8ED0-84659AAE600F 5/12/2021 XXXXXXXXXXXXXXXXXXXXXXXXTP TP TP TPTP TP TP TP TP TPTPTPTP TP XXXXXXXXXXXXXXXXXXXXXXXXSF/TPSF/TPSF/T P SF/TPSF/TPSF/T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/T P SF/T P SF/T P SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPS F / T P SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>280280280280280 285 285 285 285 285 290290 290290 295 295 295295 295295 300300 300300300300 300 305 305 30530531031031531532032031 5 31532032 0 320 3253 2 5310315 320320R R R R R R R R R R R R R R R R R R R R R R FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M W W W W W W W W W W W W W W O O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T T T T T T T T T T T T T T T T T T T T T T T TTTTTTTTT280 280 285 285 290 290 290 295 300 305 310 SB#14TD#28 TD#27 SILT FENCE OUTLET (TYP) SILT FENCE OUTLET (TYP) CHECK DAM (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION ENTRANCE #2 EXISTING WOODFIELD DEAD END ROAD AND EXISTING TELEPHONE LINE TO REMAIN ACCESSIBLE AT ALL TIMES 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK WETLANDS (TYP) SB#16 SCM#10XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/TP SF/TPSF/TPSF/TPSF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSF/TPSF/TPSF/TPSF/TP S F / T P S F / T P SF/TP SF / T P SF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/TP SF/TPSF/TPSF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPS F / TP S F / T P S F / T P SF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP>>>> > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SF/TPSF/TPSF/TP280 280280280 285285 285 290 290290 290290 295295 295 295 295300 300 300 300 300 305 305 305 305 310 310 310 3103103103 1 5 3 2 0 TTTTTTTTTT285 285 285 285 290 290 290 290 290 290 295 295 30 0 300 300 305 3 0 5 3 1 0 315TD#24 SB#9 SB#10 SB#12 TD#19 TD#20 TD#28 CHECK DAM (TYP) SILT FENCE OUTLET (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK TOP OF BANK 30' HOLLY SPRINGS CAPE FEAR BUFFER 3053103153053053103 1 5 SCM#12 315 310 2 9 5 3 0 0 305 31 0 3 0 5 310 3 1 5 305 3 1 0 3 0 5 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C5.0-5.8 PRE-EROSION CONTROL PLANS.dwg- Monday, May 10, 2021 10:06:58 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 PRE-EROSION CONTROLPLANC5.8 EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL SEE SHEET C5.4 FOR CONTINUATION SEE SHEET C5.4 FOR CONTINUATIONSEE SHEET C5.3 FOR CONTINUATIONSEE SHEET C5.2 FOR CONTINUATION EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 280280280280280 285 285 285 285 285 290290 290290 290290290 295 295 295295 295295 295295295 300300 300300300300 300 300 300 305 305 305305310310315315320320260260265265270 2702702702 7 0270 2752 7 5 275275275275280280280 280280280285 285285285285 290290290290290295295295295295 2952 9 5 300300300300 3 0 0 3003 0 0 3053 0 5305 3053053053 0 5 3053053103 1 0310 31031031031031 5 31531531532 0 32032 0 320 3 2 53252 7 5 2 7 5 275275 280 280 280280285 285285 285 2 8 5 285285285285285 290290290290 290290 290 290 290 290 290 290 290290 290290295 295295295 295 295 2 9 5 295295295 295 2953003003003 0 0 300300 300300 300 300 300 300 300 300 3 0 5 305305 305305 305305 305305305 305305 305 305 305 3 0 5 310310310 310 310310 310310310 310310 31 0 310310 310 310310310310 3103153153153153153153 1 5 3 1 5 315315315 31532 0 3 2 0 32 0 3203 2 0 320320 3 2 0320320 3203203203203 2 0 320 320320320320320 32032 5 325330 330STREET F (55' PUBLIC ROW)WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)CAROLINA SPRINGS BLVD. (82' PUBLIC R.O.W.) ALLEY 3 (25' PRIVATE ALLEY)ALLEY 6(25' PUBLIC ALLEY)ALLEY 5(25' PRIVATE ALLEY)CLUBHOUSE KIOSKPOOL HOUSE/BATHROOMS SAND VOLLEYBALL PLAYGROUND PLAY LAWN POOL, 2,921 SF TERRACE T24.5' PROJECT LIMITS XX XXX NATURAL AREA WR SITE LEGEND: PROPOSED BUILDING SYMBOL DESCRIPTION EROSION CONTROL LEGEND: TEMPORARY INLET PROTECTION SYMBOL DESCRIPTIONPEDESTRIAN PAVING [PP-] PP-01 - CONCRETE PED. PAVING FENCING [F-] F-01 - BLACK ALUMINUM FENCING LABELS LEGEND: DETAIL REFERENCE [ DETAIL NUMBER - SHEET NUMBER ] 26' 25.999' R RRRRRRRRRRRRR R R R R R R R R FM FM FM FM FM FM FM FM F M FMFMFMF M W WWWWWWWW W W W W G G G G G G G G G G G G G G G G G G G G G G G F M FM FM FM FM FM FM FM FM FM FM WOODS CR E E K R O A D 60' PUBLIC R I G H T O F W A Y W W W W W W W SSSS SS SSWALL WALL WALL WALL OAKS END DRIVE80' PUBLIC RIGHT OF WAY WOODS CREE K R O A D 100' PUBLIC R I G H T O F W A Y WOOD S C R E E K R O A D 100' P U B LI C RI G H T O F W A Y OAKS END DRIVE80' PUBLIC RIGHT OF WAY CONC SIDEWAL K CONC SIDEWALK G G G G G G G R RR R R R R R R R R R R FO FO RRRRE W O O D S C R E E K R O A D 60' P U B L I C RI G H T O F W A Y W O O D S C R E E K R O A D 60 ' P U B L I C R I G H T O F W A Y WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYWETLAND AREA W31 HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 R R R R R R R R R R R RGGGG GGGW W W W W W W 219 220 221 222 223 W W W W W W W W W W W W W W W W W W W W W W W W WWWW W WW W W W W W W W W W W W W RRRRRRRWWWWXXX X GGGGGGGG320 3 0 5 3 1 0 31531531532032531 5 315320 32050' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 WETLANDS (TYP) 30' HOLLY SPRINGS CAFE FEAR BUFFER WETLANDS (TYP) EXISTING POND TO REMAIN SR 1154 - WOODS CREEK ROAD(60' PUBL IC R /W DB . 9264 PG . 295)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLANDS (TYP) WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' CARD INAL P IPEL INE COMPANY , LLC& CARD INAL EXTENS ION COMPANY R /WDB 14033 , PG . 1262 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 WETLANDS (TYP) 30' HOLLY SPRINGS CAFE FEAR BUFFER SCM 8 WET DETENTION POND SCM 10 WET DETENTION POND 30' STREETSCAPE 25' ROW DEDICATION 30' STREETSCAPE SCM 7 CONSTRUCTED WETLANDS 10' ASPHALT MULTI-USE TRAIL (TYP) 30' PERIMETER LANDSCAPE SCREEN 30' TYPE B LANDSCAPE SCREEN CARO LI N A S P RI N G S B O U L E V A R D (82' PU B LI C R O W) 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 SCM 6 CONSTRUCTED WETLANDS SCM 12 WET DETENTION POND SCM 9 WET DETENTION POND WETLANDS (TYP) FUTURE AMENITY SITE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) FUTURE ROAD EXTENSION (BY OTHERS)WOODFIELD DEAD ENDROAD (82' PUBL IC ROW) FLOODWAY FEMA 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN WETLANDS (TYP) FUTURE PHASE FUTURE PHASE PROPOSED 25' R/W DEDICATION PUD BOUNDARY PUD BOUNDARY PUD BOUNDARY SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS# 17-29-PSS WETLANDS (TYP) FLOODWAY FUTURE VILLAGE SQUARE EAST 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLANDS (TYP) SCM #9 WOODFIELD DEAD END ROAD (82' PUBLIC ROW) 50' DIXIE PIPELINE COMPANY R/W DB 2758, PG. 643 30531031530730029 5 3 0 03153 1 0 3 1 0 305295 3002953002902852802 7 5 2723053103153303 2 5 314 311312313 316 315 320 315310305320 3 2 5 3 3 0330325 332325 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.9-5.15 POST EROSION CONTROL PLANS.dwg- Wednesday, May 12, 2021 12:22:02 AM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 OVERALL POST EROSIONCONTROL PLANC5.9 BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 CONSTRUCTION SHALL BEGIN ON ROAD C AND CONSTRUCTION ENTRANCE #1 AND NO CONSTRUCTION TRAFFIC SHALL BE ON WOODFIELD DEAD ROAD TO ALLOW EXISTING PROPERTY OWNERS TO MAINTAIN ACCESS. ONCE ROAD C AND ROAD F HAVE BEEN CONSTRUCTED TO THE INITIAL LIFT OF ASPHALT, NOTIFY THE PROPERTY OWNERS TWO WEEKS IN ADVANCE ABOUT THE DETOUR AND CLOSE WOODFIELD DEAD END ROAD TO ALLOW FOR THE GRADING AND CONSTRUCTION OF THE NEW ROAD SECTION FROM WOODS CREEK ROAD TO ROAD F. ONCE ROAD C AND CAROLINA SPRINGS BLVD HAVE BEEN CONSTRUCTED TO THE ROUNDABOUT, THIS ROAD WILL THEN BECOME A DETOUR SO WOODFIELD DEAD END ROAD MAY BE COMPLETED TO THE ROUNDABOUT. THE REMAINDER OF WOODFIELD DEAD END ROAD MAY BE CONSTRUCTED ALONGSIDE THE EXISTING ACCESS UNTIL THE CONNECTION IS MADE TO THE EXISTING ROAD SECTION. THE ACCESS WILL NEED TO BE SHIFTED TO THE EAST SLIGHTLY TO MAKE THE FINAL CONNECTION TO WOODFIELD DEAD END ROAD. WOODFIELD DEAD END ROAD DETOURS DETOUR 1 DETOUR 2 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 270 2702752 7 5280 280285 2852902902952953003003053 0 5305 3053103 1 0310 310315320 3 2 5325FMFMFM FM FM FM FM F M F M F M F M F M F M F M F M FMFMF M F M F M F M F M FMFMF M F M F M FMFMFMFMF M F M F M W O O D S C R E E K R O A D 6 0 ' P U B L I C RI G H T O F W A YWO O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A YWOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T T T T T T TT9 10 11 12 1 2 76 75 WWWWWWWWWWWWWWW W W W W W W W W W W W W W W W WXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X XWALLEY 7(25' ACCESS EASEMENT)SR 1 1 5 4 - W O O D S C R E E K R O A D (EX I S T I N G 6 0 ' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 )STREET C(55' PUBLIC ROW) XX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SF>>>>>>>>>>>>>>>>>>SF/TPSF/TPSF/ T P SF/TPSF/TPSF/T P SF/T P SF/T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/ TP SF / T P SF/TPSF/TPSFSF/T P SF/T P SF/T P SF/TPSF/TPSF/TPSFSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSFSFSFEXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN SR 1154 - WO O D S C R E E K R O A D (EXISTING 60' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) PROPOSED 25' R/W DEDICATION 30' STREETSCAPE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) PUD BOUNDARY PROPOSED VARIABLE WIDTH UTILITY EASEMENT SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS #17-29-PSS TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 30' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR EXISTING STREAM WETLANDS (TYP) 20' DE WOODFIELD DEAD END ROAD (82' PUBLIC ROW) 20' DE CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE #2 TO BE USED ONCE ROAD C AND F ARE OPERATIONAL SILT FENCE OUTLET (TYP) INLET PROTECTION (TYP) CONSTRUCTION LIMITS (TYP) CONSTRUCTION LIMITS (TYP) TD#2 TD#4 SLOPE DRAINS TO BE INSTALLED AT ENTRANCE OF SKIMMER BASINS (TYP) SILT FENCE OUTLET (TYP) CONSTRUCTION LIMITS (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CHECK DAM (TYP) CONSTRUCTION ENTRANCE #2 LOCAL FLOOD CROSS SECTIONS (TYP) STREET C WILL BE INSTALLED TO CONSTRUCTION ENTRANCE #1MATCHLINE 1PROPOSED CULVERT TO BE INSTALLED ONCE CLEARING HAS BEEN COMPLETED DURING DRY CONDITIONS. SEE SHEET C7.9 FOR CULVERT BYPASS DETAILS. ECB ECB ECB ECB ECB ECB ECB ECB ECB 325FM FM FM FM FM FM FM FM FM FM FM FM F M F M W WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T T T T T T T T T T T TT(25' ACCESS EASEMENT)SR 1 1 5 4 - W O O D S C R E E K R O A D (EX I S T I N G 6 0 ' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 )>>>>>>>>>>>>>>SF/TPSF/TPSF/TP SF/T P SF/T P SF/T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP>>>30' STREETSCAPE SR 1154 - WO O D S C R E E K R O A D (EXISTING 60' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) TEMPORARY CONSTRUCTION EASEMENT WOODFIELD DEAD END ROAD (82' PUBLIC ROW) CONSTRUCTION ENTRANCE #2 TO BE USED ONCE ROAD C AND F ARE OPERATIONAL 325 CHECK DAM (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION ENTRANCE #2 MATCHLINE 1ECB Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.9-5.15 POST EROSION CONTROL PLANS.dwg- Wednesday, May 12, 2021 12:23:55 AM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONPOST EROSION CONTROLPLANC5.10 NOTES: 1.SURVEY PROVIDED BY WITHERSRAVENEL AND BATEMAN CIVIL SURVEYING DATED 01/10/2020. 2.FINAL GRADING FOR COLLECTOR/SPINE ROADS TO BE DETERMINED WITH CONSTRUCTION DRAWINGS. 3.SCM GRADING IS APPROXIMATE AT MASTER PLAN STAGE. GRADING AND FINAL DESIGN OF SCMS WILL BE DONE AS PART OF THE CONSTRUCTION DRAWING PHASE. 4.ALL SCMS SHALL HAVE A 20' MAINTENANCE AND ACCESS EASEMENT AROUND THEM. 5.STREAMS AND WETLANDS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL. 6.TREE PROTECTION FENCINF SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER AREAS. 7.CB=CATCH BASIN; FES=FLARED END SECTION; JB=JUNCTION BOX; YI=YARD INLET WITH SLAB TOP; DI=DRAINAGE INLET WITH GRATE. GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C5.15 FOR CONTINUATION SEE SHEET C5.11 FOR CONTINUATION EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 315295295300300 3 0 0305305 3 0 5 30530531031031031031031 5 3153153153 20 32032 0 320 3 2 5325300300305305310315 315320320 320STREET F (55' PUBLIC ROW)WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)ALLEY 6(25' PUBLIC ALLEY)ALLEY 5(25' PRIVATE ALLEY)CLUBHOUSE POOL HOUSE/BATHROOMSTX XXXXXXXXX X X X XRFM FM FM FM FM FM G G G G G G G G G G G G G G G G G G G G G G G G G G G WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T T T T TTTTTTTGTTTTTTTT TTT219 80 85 84 83 219 211 213 214 215 207 216 208 217 209 218 210 15 16 17 10 18 11 19 12 20 13 22 14 49 4647 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 212 206 77 48505152 21 74 75 53 54 55 56 57 58 5959 60 61 62 2 9 5 295 300 3003 0 0 300 3053053 0 5310 310310 310 3103153153153203203203203 2 0 3 2 5 295295 295 30 5 305 305305305305305 305285290290295295300300305305ALLEY 7(25' ACCESS EASEMENT)ALLEY 10(25' ACCESS EASEMENT)ALLEY 7(25' ACCESS EASEMENT)STREET F (55' PUB L I C R O W ) STREET F (55' PUBLIC ROW)ALLEY 6(25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)STREET F (55' PUBLIC ROW)ALLEY 9(25' ACCESS EASEMENT)ALLEY 10(25' ACCESS EASEMENT)STREET C(55' PUBLIC ROW)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)SR 1 1 5 4 - W O O D S C R E E K R O A D (EX I S T I N G 6 0 ' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) ALLEY 11 (25' ACCESS EASEMENT) 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 SF TP >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > >>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXX XXXXXXXX XX XX XX XX XX X X XXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED STOCKPILE AREA (4,000 SF) PROPOSED STOCKPILE AREA (8,400 SF)SFSFSFSFSFSFSFSF XXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>SF/TPSF/TPSF/T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/T P SF/T P SF/T PSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP>>>>>>>>>>TP>>>>>>>>>>>>>>>>>>XXXXXXXXXXXX>>>>>>>>>>>>> > > >>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> TD#8 EXISTING WOODFIELD DEAD END ROAD TO REMAIN OPERATIONAL DURING ALL TIMES OF CONSTRUCTION SB#11 WETLANDS (TYP) TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER 30' STREETSCAPE PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGSWOODFIELDDEAD END ROAD(82' PUBLIC ROW)50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN SR 1154 - WO O D S C R E E K R O A D (EXISTING 60' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) FUTURE PHASE FUTURE AMENITY SITE 10' ASPHALT MULTI-USE TRAIL (TYP) 20' MULTI-USE TRAIL EASEMENT (TYP) PHASE ONE TRAIL ENDS HERE 20' DE 20' DE PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR 20' DE PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP)PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) TOP OF BANK WOODFIELD DEAD END ROAD (82' PUBLIC ROW) INLET PROTECTION (TYP) STORM STRUCTURE TO BE INSTALLED ONCE SECOND ACCESS IS AVAILABLE TO PROPERTY OWNERS SILT FENCE OUTLET (TYP) DOUBLE ROW OF SILT FENCE AT STOCKPILE AREAS (TYP)SB#14CONSTRUCTION LIMITS (TYP) 320 320 325 325 325325 325 325325 325325 325325 325 315 315 320 3 2 0 320 320 325 325 325 325325 325 325 325 300 300 305 305305 TD#7 TD#22 TD#28 TD#27 FES202 - YI2022 SHALL BE INSTALLED PRIOR TO BUILDING SB #7 TO BYPASS FLOWS FROM EXISTING POND SILT FENCE OUTLET (TYP) CONSTRUCTION LIMITS (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) SLOPES 3:1 OR STEEPER SHALL BE LINED WITH NAG SC250 OAE SILT FENCE OUTLET (TYP) SILT FENCE OUTLET (TYP) CHECK DAM (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION ENTRANCE #2 EXISTING WOODFIELD DEAD END ROAD TO REMAIN ACCESSIBLE AT ALL TIMES CONSTRUCTION LIMITS (TYP) EXISTING GAS EASEMENT CONTRACTOR TO LINE TEMPORARY DITCH WITH NAG SC150 UNTIL FUTURE PHASE CONSTRUCTION COMMENCES TD7 TO END AT STREET C DURING FINAL STAGE EXISTING TELEPHONE CABLE TO BE RELOCATED TO FUTURE R/W DURING CONSTRUCTION MATCHLINE 130531031530730029 5 3 0 03153 1 0 3 1 0 305295 300ONCE UPSTREAM DRAINAGE HAS BEEN INSTALLED, CALL FOR INSPECTION TO REMOVE SB#11 AND INSTALL THE GREENWAY CHANNEL WITH 3: SIDE SLOPES WITH SC150 MATTING 310 305 300300 304306310 307 310 306 301 3 0 5 300306 ECB ECA ECA ECA ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.9-5.15 POST EROSION CONTROL PLANS.dwg- Wednesday, May 12, 2021 12:26:11 AM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 POST EROSION CONTROLPLANC5.11SEE SHEET C5.10 FOR CONTINUATION SEE SHEET C5.14 FOR CONTINUATION SEE SHEET C5.15 FOR CONTINUATIONSEE SHEET C5.12 FOR CONTINUATION SEE SHEET C5.16 FOR CONTINUATIONEASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 295 300 305305 3 0 5310 310 310 315315315315 32 0 3 2 0 3203203 2 0 320 320320320330 CAROLINA SPRINGS BLVD. (82' PUBLIC R.O.W.) ALLEY 3 (25' PRIVATE ALLEY)KIOSKPOOL HOUSE/BATHROOMSSAND VOLLEYBALL PLAY LAWN POOL, 2,921 SF TERRACE PROJECT LIMITS XX X X XXX XXXXX X XXXNATURAL AREA WW W W TP TP25.999' PC: 10+84.20 PC: 14+93.07 PT : 1 2 + 5 2 . 7 1 PT: 16+66.02 TTTTTTTTTTTTTTTTTTTT219 220 221 222 223 144139133 107 111 110112 127128 113 129 116 348 117 349 118 350 119 337 345 353 114 130 338 346 354 355 121 340 356 125 341 342 376379380377378381384385382383386389387388 219 235 220 236 221 229 237 197 222 230 238 198 223 231 239 199 232 240 200 233 201 226 234 227 392 393 394 395 396 398 399 400 401 402 407406405404 206 205 204 203 196 195 194 193 192 191 190 189 187 186 185 184 188 412 411 410 375 357 331 333 334 335 344 126 120 115 109 108 160 158 157 156 155154153152151150148149146145143142141140135134132 202 224 403 408 159 136 137 138 147 131 336 339 332 225 228 414416417419420421 OPEN SPACE OPEN SPACE 124 123 122 343 347 351 352 390 391 397 409413415418 426 425 424 423 422 322 314 306 329 321 313 328 320 312 327 319 310 326 318 325 317 324 316 308 323 315 307 330 311 309 245 244 243 242 241 246 180 182 181 179 178 183 28028028028 0 28 0 28 0 285285 285285 290290 290 29 0 290290295 2952 9 5 295 2 9 5 3 0 0 3 0 0 3 0 0300 300 300305310310310310310 310310310315 315315 3 1 5 31 5315315315315 3153 1 5 315 315320320 320320 32 0 320280280285285285290290290290295295 295300 300300 305305305305305 310310310310 310310 315315315315315 315 315315 31531532032032 0 320 320 320320320 320320320320CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) ALLEY 3 (25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)ALLEY 6(25' ACCESS EASEMENT)ALLEY 2(25' ACCESS EASEMENT)STREET D (55' PUBLIC ROW)STREET M(51' PUBLIC ROW)STREET D (55' PUBLIC ROW) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 6(25' ACCESS EASEMENT)ALLEY 3 (25' ACCESS EASEMENT)STREET L(55' PUBLIC ROW)ALLEY 5 (25' ACCESS EASEMENT) 320 3 0 5 3 1 0 31531531532032531 5 315320 320ALLEY 11 321322 320315314XXXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TPTP TPTPTP> > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SF/TP SF/TP SF/ T P SF/TP SF/TP SF/TPSF/TPSF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP S F / TP SF/TPSF/TP > >>>>>>>>>>> > > > > > > > > > > > > >>>>>>SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/ T P SF/ T P TD#13 SB#10 EXISTING WOODFIELD DEAD END ROAD TO REMAIN OPERATIONAL DURING ALL TIMES OF CONSTRUCTION EXISTING POND TO REMAIN WOODFIELD DEAD END ROAD(82' PUBLIC ROW)WETLANDS (TYP) SCM 8 WET DETENTION POND TOP OF BANK 20' SCMMAE WETLANDS (TYP) 30' DE 20' SCMMAE PUD BOUNDARY 20' DE 20' DE VARIABLE WIDTH DE 20' DE 30' HOLLY SPRINGS CAPE FEAR BUFFER INLET PROTECTION (TYP) THIS LEG OF STORM TO BE INSTALLED ONCE ACCESS ROAD DETOUR HAS BEEN PROVIDED INLET PROTECTION (TYP) INLET PROTECTION (TYP) SB#7 SB#12SB#13315315315 320320320315315315315320 320320320320320320320315315315315320320310315320320 TD#14 TD#25 TD#26 TD#17 TD#18 TD#24 TD#19 TD#20 TD#23 CHECK DAM (TYP) SILT FENCE OUTLET (TYP) SLOPE DRAINS REQUIRED INTO THE SKIMMER BASINS AT TEMPORARY DIVERSION (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION LIMITS (TYP) CONTRACTOR SHALL INSTALL SLOPE DRAINS AT THE ENTRANCES OF SKIMMER BASINS (TYP.) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) TD14 AND TD17 END AT CAROLINA SPRINGS BLVD UNTIL TIME FOR INDIVIDUAL LOT GRADING ONCE GRADING IS COMPLETE AND STORM DRAINAGE HAS BEEN INSTALLED, CONTRACTOR SHALL CONTACT TOWN OF HOLLY SPRINGS FOR INSPECTION TO OBTAIN APPROVAL FOR SB#12 TO BE REMOVED SO LOT GRADING MAY OCCUR ONCE TELEPHONE LINE HAS BEEN REPLACED AND DETOUR 2 IS COMPLETE, WOODFIELD DEAD END ROAD REGRADING MAY COMMENCT EXISTING PIPE INLET PROTECTION TO BE REMOVED ONCE PIPE IS REMOVED AND NEW STREET IS GRADED 3303 2 5 314 311 312 313 316 315 320 32 0 3 2 5 3 3 0330325 332325 CONSTRUCT RIP RAP CHANNEL WITH 3: SIDE SLOPES WITH SC150 MATTING ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECC ECC ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECAECAECAECAECAECAECAECAECAECAECA ECB ECB ECAECAECAECAECAECAECA ECB ECB ECB ECB ECB ECB ECB Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.9-5.15 POST EROSION CONTROL PLANS.dwg- Wednesday, May 12, 2021 12:27:40 AM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 POST EROSION CONTROLPLANC5.12SEE SHEET C5.11 FOR CONTINUATION SEE SHEET C5.13 FOR CONTINUATIONSEE SHEET C5.16 FOR CONTINUATIONEASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 FUTURE AMENITY CENTER DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 275275 2802802 8 5 285 285285285 285 290290290 290 290 290 290 290 2 9 5 295295295 295 2953003003003 0 0 300 300 3 0 5 305 305 305 310 310 310310310 315 315320320WETLAND AREA W31 GG109 310 311 309 305 GGG295295 2952953003003003003003003 0 5305 305305305305310310310310310310310310 3 1 5 315 315275275275275275275280 280 280 280280 280 2 8 0 280 2802802802802802 8 0280 280280 28 5 285 285 285285 285 2852852 8 5285285285 285 2852852852 9 0 29 0 2902902902902902 9 0290290 290 2 9 0 295 295295 295295 295 295295295295295 295 295 2 9 5295295295 295 2 9 5 295 295300300300 30030030 530530 5305 305310315320320320CA R O L I N A S P R I N G S B O U L E V A R D (82 ' P U B L I C R O W ) CAROLINA SPRINGS BOULEVARD STREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET M(51' PUBLIC ROW)STREET R (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)AL L E Y 4 (25 ' A C C E S S E A S E M E N T )STREET C(55' PUBLIC ROW)ALLEY 3 (25' ACCESS EASEMENT) AL L E Y 4 (25' A C C E S S E A S E M E N T ) 321322 320315314XXXXXXXXXXXXXXXXSF/TP SF/TPSF/TP> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXX XXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>PROPOSED STOCKPILE AREA (18,000 SF)SFSFSFSFSFSFSFSFSFXXXXXXXXSF/TPSF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TPSF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/TPSF/TPSF/TPSF/TPSF/TPSF / T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXTD#11 TD#12 TD#15 SB#6 SB#8 / SCM#9 TOP OF BANK (TYP.) FEMA EFFECTIVE 100 YEAR FLOODPLAIN WETLANDS (TYP) WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA EFFECTIVE FUTURE FEMA 100 YEAR FLOODPLAIN 30' HOLLY SPRINGS CAFE FEAR BUFFER TOP OF BANK (TYP.) 20' DE 20' DE 20' DE 20' DE FLOODWAY FEMA EFFECTIVE 100 YEAR FLOODPLAIN INLET PROTECTION (TYP) SB#6 TO BE REMOVED ONCE STORM DRAIN ALONG STREET C HAS BEEN INSTALLED INLET PROTECTION (TYP) INLET PROTECTION (TYP) CHECK DAM (TYP) DOUBLE ROW OF SILT FENCE AT STOCKPILE AREAS (TYP)XXXXXXXXXXXXXXXXXXXX315320315310315320 300305310300305310295 295 295 295295 295 295 295295 300305310295300305305305310310 295 300305TD#11 TD#12 TD#16 CHECK DAM (TYP) SILT FENCE OUTLET (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION LIMITS (TYP) CONTRACTOR MAY NEED TO BUILD A BERM ON THE EAST SIDE TO ALLOW FOR POSITIVE DRAINAGE CONTRACTOR TO INSTALL ROAD STORM DRAINAGE AND OBTAIN APPROVAL TO REMOVE SF16 TO COMPLETE SLOPE. SB#16 CONTRACTOR TO INSTALL 18" SLOPE DRAINS AT REAR OF SLOPE ONCE SB16 IS REMOVED AND SLOPES ARE CONSTRUCTED TO ALLOW FOR STABILIZATION (TYP OF 4) NOTE: STORM DRAIN SYSTEM IS TO BE INSTALLED PRIOR TO SLOPE DRAINS BEING INSTALLED. CONTRACTOR TO INSTALL ROAD STORM DRAINAGE AND OBTAIN APPROVAL TO REMOVE SF6 TO COMPLETE SLOPE. CONTRACTOR TO INSTALL 18" SLOPE DRAINS AT REAR OF SLOPE ONCE SB6 IS REMOVED AND SLOPES ARE CONSTRUCTED TO ALLOW FOR STABILIZATION (TYP OF 4)2953002902852802 7 5 2723053103153303 2 5 314 311 312 313 316 315 320 315310305320 3 2 5 3 3 0330325 332325 ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECBECBECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECB ECB ECB ECB ECB ECB ECB ECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECBECBECBECBECBECBECBECBECBECBECBECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.9-5.15 POST EROSION CONTROL PLANS.dwg- Wednesday, May 12, 2021 12:30:27 AM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 POST EROSION CONTROLPLANC5.13SEE SHEET C5.12 FOR CONTINUATIONSEE SHEET C5.14 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 2 7 0270 275275280280285285 290290 295295 2952 9 5 300300 3 0 0 3003 0 0 3053 0 5 3053053103103053 0 5310 3153 2 0 SAND VOLLEYBALL 24.5' 26' G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R W 15 16 17 18 19 20 22 23 49 4647 4548505152 21 24 25 26 27 28 29 90 91 86 87 88 89 53 54 55 56 57 58 5959 60 61 62 172 173 W W W W W TT TTT T280 28028028 0 28 0 28 0 285285 285285 290290 290 29 0 290290 295295295295295 2952952952 9 5 295 2 9 5 30 0 3 0 0 300 3 0 0 3 0 0300 300 3003 0 0 300 3053053053 0 5310310310310 280280280280285285285285290290290295295295300300300300300300300300305 3053 0 5 305305305305305305305 275280280280280 28028028 0285285 285285285 285285285285 285285290290290290290290290290290290 2 9 5 295 295295295295295295300300300305305STREET F (55' PUB L I C R O W ) STREET F (55' PUBLIC ROW)STREET C (55' PUBLI C R O W)STREET C(55' PUBLIC ROW)ALLEY 11 (25' ACCESS EASEMENT) 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3SFSFSFXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X TPTP TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXX XX XX XX XX XX X X XXXXXXXXXXXXXXPROPOSED STOCKPILE AREA (4,000 SF) PROPOSED STOCKPILE AREA (11,600 SF) SFSF SFSFSFSFSFSFSFSF>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>SF/TP SF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF / TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TP> > > > > >>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXX XXXXXXTPTP TPTPTD#5 TD#6 TD#8 TD#13 SB#3 SB#4 / SCM#7 SB#5TD#10 SB#11 WETLANDS (TYP) TOP OF BANK (TYP.) SCM 8 WET DETENTION POND SCM 7 CONSTRUCTED WETLANDS 20' SCMMAE 30' DE FLOODWAY FLOODWAY EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) FUTURE AMENITY SITE FUTURE VILLAGE SQUARE EAST GREENWAY STUB TO BE EXTENDED WITH BRIDGE AND BOARDWALK PROJECT 20' DE 20' DE 20' DE 20' PUE 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT FEMA 100 YEAR FLOODPLAIN FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR 20' DE 20' DE 20' DE 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YEAR FLOODPLAIN TOP OF BANK INLET PROTECTION (TYP) 300 300 305 305305 TD#7 TD#13 TD#9 TD#10 FES202 - YI2022 SHALL BE INSTALLED PRIOR TO BUILDING SB #7 TO BYPASS FLOWS FROM EXISTING POND SLOPES 3:1 OR STEEPER SHALL BE LINED WITH NAG SC250 OAE SILT FENCE OUTLET (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION LIMITS (TYP) EXISTING GAS EASEMENT COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) EXISTING GAS EASEMENT COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) SILT FENCE OUTLET (TYP) CONTRACTOR TO INSTALL A BERM ON THE DOWNSTREAM SIDE OF THE GREENWAY STUB TO PREVENT SEDIMENT FROM ENTERING THE STREAM BUFFER CONTRACTOR TO INSTALL ROAD STORM DRAINAGE AND OBTAIN APPROVAL FROM TOWN OF HOLLY SPRINGS TO REMOVE SF15 TO COMPLETE SLOPE. TD9 TO END AT STREET C DURING FINAL STAGE TD7 TO END AT STREET C DURING FINAL STAGE 30730029 5 3 0 03153 1 0 3 1 0 305295 300ONCE UPSTREAM DRAINAGE HAS BEEN INSTALLED, CALL FOR INSPECTION TO REMOVE SB#11 AND INSTALL THE GREENWAY 30' TOWN OF HOLLY SPRINGS BUFFER FLOODWAY CONSTRUCT RIP RAP CHANNEL WITH 3: SIDE SLOPES WITH SC150 MATTING 310 305 300300 304306310 307 310 306 301 3 0 5 300306 ECA ECA ECA ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.9-5.15 POST EROSION CONTROL PLANS.dwg- Wednesday, May 12, 2021 12:31:55 AM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 POST EROSION CONTROLPLANC5.14SEE SHEET C5.11 FOR CONTINUATIONSEE SHEET C5.13 FOR CONTINUATION SEE SHEET C5.15 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 260260265265270 2702702702752 7 5 275275280280280 280285 285285290290295295 3003 0 0 3053 0 5 3057 15 8 16 9 17 10 18 3 11 4 12 5 13 6 14 34 42 33 40 32 39 38 37 36 35 41 1 2 43 31 44 26 27 28 29 30 2702702702 7 027027528028 0 280 285 2902902 9 0 295 30 0 275275280280280285285285285285290 290 290290 29029 0 290290290290295295 295 295295295300300300300STREET C(55' PUBLIC ROW)XX XX XX XX XX XX XX XX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF / TP SF / T P SF/TPSF/TPSFSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPS F / T PSFSFTD#5 TD#6 SB#3 30' HOLLY SPRINGS CAFE FEAR BUFFER WETLANDS (TYP) TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER EXISTING 12 OAKS SUBDIVISION 30' PERIMETER LANDSCAPE SCREEN SCMMAE EXISTING LOCAL 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN FLOODWAY FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT FUTURE PUBLIC 10' ASPHALT MULTI-USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 30' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR TOP OF BANK (TYP.) FEMA 100 YEAR FLOODPLAINFLOODWAY FUTURE PUBLIC 20' MULTI-USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT 20' DE EXISTING STREAM 20' DE 20' DE 20' DE INLET PROTECTION (TYP) INLET PROTECTION (TYP) CONSTRUCTION LIMITS (TYP) 300 300 TD#1 TD#3 TD#2 TD#4 TD#5 SLOPE DRAINS TO BE INSTALLED AT ENTRANCE OF SKIMMER BASINS (TYP) SLOPE DRAINS TO BE INSTALLED AT ENTRANCE OF SKIMMER BASINS (TYP) SILT FENCE OUTLET (TYP) CONSTRUCTION LIMITS (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CHECK DAM (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) SILT FENCE OUTLET (TYP) LOCAL FLOOD CROSS SECTIONS (TYP) 30' TOWN OF HOLLY SPRINGS BUFFER PROPOSED CULVERT TO BE INSTALLED ONCE CLEARING HAS BEEN COMPLETED DURING DRY CONDITIONS. SEE SHEET C7.9 FOR CULVERT BYPASS DETAILS. ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.9-5.15 POST EROSION CONTROL PLANS.dwg- Wednesday, May 12, 2021 12:33:35 AM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 POST EROSION CONTROLPLANC5.15SEE SHEET C5.10 FOR CONTINUATION EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) SEE SHEET C5.14 FOR CONTINUATION GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 280280280280280 285 285 285 285 285 290290 290290 295 295 295295 295295 300300 300300300300 300 305 305 30530531031031531532032031 5 31532 0 320 3 2 5325305310315 320320R R R R R R R R R R R R R R R R R R R R R R FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M W W W W W W W W W W W W W W O O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T T T T T T T T T T T T T T T T T T T T T T T TTTTTTTTT310315320320320325 3 2 5ALLEY 10(25' ACCESS EASEMENT)ALLEY 7(25' ACCESS EASEMENT)ALLEY 10(25' ACCESS EASEMENT)SR 1 1 5 4 - W O O D S C R E E K R O A D (EX I S T I N G 6 0 ' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) SR 1 1 5 4 - W O O D S C R E E K R O A D (E X I S T I N G 6 0 ' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 )XXXXXXXXXXXXXXXXXXXXXXXXTP TP TP TPTP TP TP TP TP TPTPTPTP TP >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>SF/TPSF/TPSF/T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/T P SF/T P SF/T P SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPS F / T P SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> EXISTING WOODFIELD DEAD END ROAD TO REMAIN OPERATIONAL DURING ALL TIMES OF CONSTRUCTION 295 295 295 295 295 300 300 300 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK WETLANDS (TYP) SCM 10 WET DETENTION POND 30' STREETSCAPE SCMMAE SB#14320 320 325325 325 315 315 320 3 2 0 320 325 325 325 325 TD#28 TD#27 SILT FENCE OUTLET (TYP) CHECK DAM (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) CONSTRUCTION ENTRANCE #2 EXISTING WOODFIELD DEAD END ROAD TO REMAIN ACCESSIBLE AT ALL TIMES CONTRACTOR TO LINE TEMPORARY DITCH WITH NAG SC150 UNTIL FUTURE PHASE CONSTRUCTION COMMENCES EXISTING TELEPHONE CABLE TO BE RELOCATED TO FUTURE R/W DURING CONSTRUCTION LINE DITCH AND SIDE SLOPES WITH NAG SC150, OR APPROVED EQUAL MATCHLINE 1ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB285285 290 290290 290290295295 295 295 295 300 300 300 300 300 305 305 305 305 310 310 310310310310 3 1 5 3 2 0 25.999' PC: 10+84.20 PT : 1 2 + 5 2 . 7 1 TTTTTTTTTT188 414416417419420421 409413415418 426 425 424 423 422 315 315315 SCMMAE 295295 300 300 3 0 5 305305305305 310310310 310310 315315315 315 32 0 320 320 320STREET G(55' PUBLIC ROW)ALLEY 6(25' ACCESS EASEMENT)CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 6(25' ACCESS EASEMENT)ALLEY 3 (25' ACCESS EASEMENT)(55' PUBLIC ROW)3 0 5 3 1 0 315XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/TP SF/TPSF/TPSF/TPSF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>SF/TPSF/TPSF/TPSF/TP S F / T P S F / T P SF/TP S F / T P SF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/ T P SF/TP SF/TP SF/TPSF/TPSF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF /TP S F / T P S F / T P SF/TP SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP> > > > > > > > > > > > >>>>>>SF/TPSF/TPSF/TPSB#10 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK TOP OF BANK SCM 12 WET DETENTION POND VARIABLE WIDTH DE 30' HOLLY SPRINGS CAPE FEAR BUFFER INLET PROTECTION (TYP)SB#12315315315315315315TD#24 TD#19 TD#20 TD#28 CHECK DAM (TYP) SILT FENCE OUTLET (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) COMBINATION SILT FENCE/ TREE PROTECTION FENCE (TYP) ONCE GRADING IS COMPLETE AND STORM DRAINAGE HAS BEEN INSTALLED, CONTRACTOR SHALL CONTACT TOWN OF HOLLY SPRINGS FOR INSPECTION TO OBTAIN APPROVAL FOR SB#12 TO BE REMOVED SO LOT GRADING MAY OCCUR LINE DITCH AND SIDE SLOPES WITH NAG SC150, OR APPROVED EQUAL 30' TOWN OF HOLLY SPRINGS CAPE FEAR BUFFER ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECC ECC ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECAECAECAECAECAECAECAECAECAECAECAECAECAECAECAECAECAECA Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C5.9-5.15 POST EROSION CONTROL PLANS.dwg- Wednesday, May 12, 2021 12:36:07 AM - FERM, DEBRASheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 POST EROSION CONTROLPLANC5.16 EASEMENT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL SEE SHEET C5.12 FOR CONTINUATIONSEE SHEET C5.10 FOR CONTINUATIONSEE SHEET C5.12 FOR CONTINUATION SEE SHEET C5.10 FOR CONTINUATION EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION SF TP SF/TP SILT FENCE TREE PROTECTION FENCE SILT/ TREE PROTECTION FENCE >TD INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN CONSTRUCTION ENTRANCE >>>>>>TEMPORARY DIVERSION DITCH HORSESHOE PIPE INLET PROTECTION WASH RACK CONCRETE WASHOUT TEMPORARY CLEAN WATER DIVERSION DITCH LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 CAROLINA SPRINGS BLVD 270 275 280 285 290 295 300 305 310 315 320 325 330 335 270 275 280 285 290 295 300 305 310 315 320 325 330 335 9+50 10+00308.28311.5110+50302.40311.0111+00304.22310.5211+50303.63310.3812+00298.80310.7412+50297.69311.2413+00303.10311.7413+50307.72312.2414+00308.88312.7414+50308.18313.2415+00310.90313.7415+50314.62314.7216+00318.27314.7816+50321.52315.4017+00321.67316.0317+50321.32316.6518+00321.04317.2818+50321.28317.8819+00321.19318.2319+50320.65318.2920+00320.69318.0520+50322.05317.5121+00324.48316.6821+50324.80315.5522+00323.27314.1322+50321.80312.4123+00321.70310.400.19% 1.25% 1.10% -1.00% 1.00% LVC: 100.00' AD: 2.00 K: 50.0 PVI EL: 310.12' PVI STA: 11+38.41 LOW PT EL: 310.37' LOW PT STA: 11+38.41 STA: 10+88.41EL: 310.62'STA: 11+88.41EL: 310.62'LVC: 465.00' AD: -5.51 K: 84.5 PVI EL: 320.55' PVI STA: 20+61.52 HIGH PT EL: 318.30' HIGH PT STA: 19+34.58 STA: 18+29.02EL: 317.64'STA: 22+94.02EL: 310.65'PVI STA: 10+00.00EL: 311.51'PVI STA: 15+76.30EL: 315.00'PVI STA: 15+39.52EL: 314.13'18" RCP CB - 840STA: 17+29.57, 27.47' LCB - 837STA: 17+29.55, 27.51' R15" R C P CB - 860STA: 22+38.55, 27.51' RCB - 809STA: 16+00.68, 39.32' R30" RCPCB - 812STA: 15+97.77, 41.83' LCB - 838STA: 20+91.47, 27.54' RCB - 839STA: 20+88.04, 27.48' LCB - 811STA: 16+60.40, 21.95' LCB - 810STA: 16+61.21, 21.81' R30" RCPCB - 1206STA: 10+07.08, 11.53' RCB - 1222STA: 13+56.08, 13.39' LCB - 1228STA: 13+33.63, 12.47' RCB - 1207STA: 12+18.49, 11.58' R48" RCPCB - 1206ASTA: 10+07.04, 11.48' L15" RCP MH 218STA: 28+19.93RIM: 314.09INV. OUT: 302.08 (MH 217)INV. IN: 302.28 (MH 219)INV. IN: 302.28 (MH 336) - 0.7' R - 5' DIA.MH 217STA: 10+58.00RIM: 315.00INV. OUT: 301.59 (MH 216)INV. IN: 301.79 (MH 218) - 0.0' - 4' DIA.176.41 LF 8" PVC @ 0.45%MH 216STA: 12+34.41RIM: 317.20INV. OUT: 300.60 (MH 214)INV. IN: 300.80 (MH 217) - 0.0' - 5' DIA.386.16 LF 8" PVC @ 0.45%MH 214STA: 16+20.57RIM: 314.73INV. OUT: 298.66 (MH 213)INV. IN: 298.86 (MH 216) - -0.1' L - 4' DIA.106.17 LF 8" PVC @ 0.45%MH 213STA: 17+27.26RIM: 310.95INV. OUT: 297.98 (MH 87A)INV. IN: 298.18 (MH 214) - -0.1' L - 4' DIA.98.47 LF 8" PVC @ 0.45% 218.30 LF 8" PVC @ 0.45% 94.93 LF 8" PVC @ 1 . 0 0 %MH 219STA: 10+40.03RIM: 313.81INV. OUT: 302.49 (MH 218)INV. IN: 302.69 (MH 220) - 0.4' R - 4' DIA.MH 220STA: 11+38.50RIM: 312.95INV. OUT: 303.14 (MH 219)INV. IN: 303.66 (MH 221(0))INV. IN: 303.34 (MH 227A) - 0.0' - 5' DIA.MH 227ASTA: 13+56.80RIM: 310.74INV. OUT: 304.32 (MH 220)INV. IN: 304.52 (MH 374) - 1.2' R - 4' DIA.MH 374STA: 14+51.72RIM: 310.47INV. OUT: 305.47 (MH 227A) - 0.0' R - 4' DIA.62.95 LF 8" PVC @ 0.45% 47.96 LF 8" PVC @ 0.45% 6"x6" TEE WITH (3) 6" GATE VALVES BLOW OFF ASSEMBLY 6"x6" CROSS WITH (4) 6" GATE VALVES EXISTING GRADE 6" C900 PVC RECLAIM WATERLINE 8" DIP WATER MAINØØØØØØØØØØØØØØØØ Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØ3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 2.0' MIN. ±STA. 15+55.88 END CONSTRUCTION SECTIONS 1-5 2.0' MIN. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' 2.0' MIN. 8"x8" TEE WITH (3) 8" GATE VALVES FIRE HYDRANT ASSEMBLY 8"x8" CROSS WITH (4) 8" GATE VALVES EXISTING GRADE PROPOSED GRADE 6" C900 PVC RECLAIM WATERLINE 8" DIP WATER MAIN Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØØØØVERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' 3.5' SIGHT ELEV. 2' MIN. 3.5' SIGHT ELEV. 2' MIN. 2' MIN. 2.0' MIN. 2' MIN.CB - 1241STA: 11+33.32, 11.51' RCB - 1242STA: 11+38.51, 11.54' R48" RCP FIRE HYDRANT ASSEMBLY PROPOSED GRADE VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331'STA: 14+21.02 CAROLINA SPRINGS BLVD =ELEV: 312.95STA: 19+07.85 ALLEY 4CAROLINA SPRINGS BLVD. (82' PUBLIC R.O.W.) ALLEY 3 (25' PRIVATE ALLEY) R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W RRRRRRRWWWWWWW RRR WWWWWWW W W WWWWWWWWWWW W W RRRRRRRRRRRPC: 10+84.20 TTTTTTT144139133 111 110112 127128 113 129 116117118119 114 130 121125 235 236 237 238 239 240 189 187 186 185 184 188 412 411 410 126 120 115 109 108 158 157 156 155154153152151150148149146145143142141140135134132 159 136 137 138 147 131414416417419420421 OPEN SPACE OPEN SPACE 124 123 122 409413415418 426 425 424 423 422 242 241 SS SSSSSSSSSSSS SS SSSSCB - 1206 CB - 1207 CB - 1208 CB - 1209 CB - 1226 CB - 1232A CB - 1232 DI - 1232A CB - 1231 CB - 1228A CB - 1228 CB - 1222 CB - 807 CB - 841 CB - 808 CB - 835 CB - 814 CB - 832 CB - 840 CB - 837 CB - 838 CB - 860 CB - 833 CB - 1229A CB - 1218 TOP OF BANK 30' HOLLY SPRINGS CAPE FEAR BUFFER CB - 1219 SSSSSS SSSSSS MH 217 MH 218 SSSSFES - 1205 CB - 1206A CB - 807 CB - 808 CB - 809 CB - 812 CB - 810 CB - 811 CB - 816 CB - 840 CB - 839 CB - 842 CB - 861 CB - 925CB - 927 MH 220 MH 218 MH 218 MH 219 MH 217 MH 216 MH 214 MH 213 MH 374 MH 227A CB - 1204 CB - 1202 CB - 1201 CB - 813 MH 352 SECTION 4 SECTION 2 SECTI O N 2 SECTI O N 1 BSECTION 3SECTION 1BSECTION 4 SECTION 2 SECTION 2 SECTION 1B SECTION 5 SECTION 3 DI - 1250 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+ 0 0 BP: 10+00.00 PI: 15+59.52 PC: 21+76.08STA 15+58.96DESIGN SPEED = 35 mi/hCB - 1243 CB - 1237 CB - 1241 CB - 1242 30' HOLLYSPRINGSCAPE FEARBUFFERRETAINING WALL #6WITH SAFETY RAILINGS10' RETAININGWALL EASEMENTRevisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:12:05 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) ALLEY 3 (25' ACCESS EASEMENT)ALLEY 2(25' ACCESS EASEMENT)ALLEY 1 (25' ACCESS EASEMENT)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)CAROLINA SPRINGS BLVDPLAN AND PROFILEC6.1SEE SHEET C6.2 FOR CONTINUATION15' PRIVATE SIDEWALK EASEMENT NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 CAROLINA SPRINGS BLVD 270 275 280 285 290 295 300 305 310 315 320 325 330 335 270 275 280 285 290 295 300 305 310 315 320 325 330 335 22+00323.27314.1322+50321.80312.4123+00321.70310.4023+50322.40308.2724+00321.08306.1424+50318.74304.0125+00316.60301.8925+50314.46299.7626+00312.85297.6326+50311.08295.5027+00309.40293.4027+50306.11291.3828+00299.00289.3828+50286.18287.3829+00276.63285.38-4.00 % -4.2 6 % LVC: 75.00' AD: 0.26 K: 293.1 PVI EL: 293.43' PVI STA: 26+98.77 LOW PT EL: 291.92' LOW PT STA: 27+36.27 STA: 26+61.27EL: 295.02'STA: 27+36.27EL: 291.92'STA: 22+94.02EL: 310.65'CB - 860STA: 22+38.55, 27.51' R18" R C P 18" R C P CB - 857STA: 25+03.39, 19.48' RCB - 872STA: 26+28.99, 19.49' RCB - 859STA: 23+92.94, 27.50' RCB - 873STA: 26+29.88, 19.49' LCB - 861STA: 22+45.05, 26.98' LCB - 862STA: 24+00.51, 27.52' LCB - 863STA: ???, ???' ???106.17 LF 8" PVC @ 0.45%MH 213STA: 17+27.26RIM: 310.95INV. OUT: 297.98 (MH 87A)INV. IN: 298.18 (MH 214) - -0.1' L - 4' DIA.385 . 1 2 L F 8 " P V C @ 5 . 2 0 %MH 87ASTA: 36+15.56RIM: 294.57INV. OUT: 277.76 (MH 87)INV. IN: 277.96 (MH 213)INV. IN: 277.96 (MH 89) - 0.0' R - 4' DIA.FIRE HYDRANT ASSEMBLY 12"x12" CROSS WITH (2) 12" GATE VALVES, (2) 12"x8" REDUCERS, AND (2) 8" GATE VALVES 6"x6" CROSS WITH (4) 6" GATE VALVES BLOW OFF ASSEMBLY EXISTING GRADE PROPOSED GRADE Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØØØØØ3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287'2' MIN. 2' MIN. 2' MIN. 6" C900 PVC RECLAIM WATERLINE 12" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 8" DIP WATER MAIN PROPOSED GRADE ±STA. 22+77 END CONSTRUCTION SECTIONS 1-5 FOR CONTINUATION SEE CAROLINA SPRINGS BRIDGE AND BOARDWALK PLANS BY WITHERSRAVENEL 2' MIN. R R R R R R R R R R R R R R R R R R R R RWWWWW RRRRRRRRRRRRR R R R R R R R R W W W W W W W W W W WWWWWWWWWWWW W W RRRRRR166 167 168161162 170163 104105106 100101102103 9596979899107 111 110 356 109 108 171169165164160158157156 155 154 153 152 151 159 94 247 93 90 91 92 180182181 179 172174176175173177178183 W W W W R R R R T TTSSSSSSSSSSSSSSSSSSSSSSSS SS CB - 860 CB - 872CB - 857 CB - 874 CB - 855 ALLEY 13 (VARIABLE WIDTH ACCESS EASEMENT) 17+51. 4 6 17+00 16+00 17+00 18+00 19+00 20+00 20+43.22PC: 15+81 .91PT: 17+27.4414+00 14+26. 7 3 10+0011+0012+0013+0014+0014+58.88 CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW)STREET C(55' PUBLIC ROW)ALLEY 3 (25' ACCESS EASEMENT) DI - 875 82' R/W 39' B- B FLOO D W A Y RETAI NI N G W A L L # 2 WITH S A F E T Y R AI LI N G S 10' RE T AI NI N G WALL E A S E M E N T FEMA 1 0 0 Y E A R FLOO D P L AI N FLOO D W A Y CB - 859 DI - 856 CB - 855 CB - 857 CB - 870 CB - 871 DI - 875 CB - 878 CB - 861 CB - 862 CB - 863 CB - 873 CB - 918 CB - 916 CB - 910 CB - 911 CB - 925 CB - 912 DI - 914 CB - 917 CB - 913 MH 214 MH 213 MH 89MH 89 MH 87A MH 87MH 87(25' AC C E S S E A S E M E N T) 10+0011+0012+0013+0014+0014+58.88 SSSSSSSSMH 352 SECTION 4SECTI O N 4 SECTI O N 2 SECTION 2SECTION 2SECTION 4SECTION 222+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00PI: 28+13.74PC: 21+76 .08PT: 23+21.60Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:12:45 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.CAROLINA SPRINGS BLVDPLAN AND PROFILEC6.2 NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT.SEE SHEET C6.1 FOR CONTINUATIONDocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET B 290 295 300 305 310 315 320 325 330 335 340 345 290 295 300 305 310 315 320 325 330 335 340 345 9+71321.92321.9210+00323.69323.6910+50323.32323.3211+00322.81322.8111+50322.80322.8012+00322.89322.8912+50322.98322.9813+00322.20322.2013+50323.21323.2114+00324.07324.0714+50324.19324.1915+00324.30324.3015+50323.56323.5616+00322.24322.2416+50320.71320.7117+00321.78321.7817+50323.41323.4118+00325.45325.4518+50326.90326.9019+00326.89326.8919+50325.68325.6820+00324.69324.6920+50323.84323.8421+00322.77322.7721+50322.03322.0322+00321.59321.5922+50320.10320.1023+00318.35318.3523+50318.04318.0424+00317.94317.9424+50318.35318.3524+71318.49318.4915" RCPCB - 1014ASTA: 12+75.73, 27.49 RCB - 1014STA: 12+75.47, -19.56 LCB - 1011STA: 13+83.11, -19.48 LCB - 1010STA: 14+38.02, -19.54 L18" RCP 24" RCPCB - 1003STA: 15+06.60, -27.51 LCB-1003ASTA: 15+36.74, -33.49 LCB-1004ASTA: 15+31.88, 27.51 RCB - 1016STA: 16+09.30, -19.49 LCB-1016ASTA: 16+09.78, 19.49 R (4' DIA)MH 208STA: 11+48.96RIM: 326.62INV. OUT: 315.80 (MH 207)67.06' 8" PVC @ 1.00% (4' DIA)MH 207STA: 12+16.16RIM: 325.25INV. IN: 315.13INV. OUT: 314.93 (MH 208) (MH 206) (4' DIA)MH 206STA: 13+29.54RIM: 322.70INV. IN: 314.36INV. OUT: 314.16 (MH 207) (MH 205)356.22' 8" PVC @ 0.50% (4' DIA)MH 205STA: 16+85.76RIM: 322.73INV. IN: 312.38INV. IN: 312.88INV. OUT: 312.18 (MH 206) (MH 402) (MH 204)CB - 1004STA: 15+06.74, 19.53 R113.25 LF 8" PVC @ 0.50% FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 6" TEE WITH (3) 6" GATE VALVES 8" TEE WITH (3) 8" GATE VALVES 6" TEE WITH (3) 6" GATE VALVES 8" TEE WITH (3) 8" GATE VALVES 6" CROSS WITH (4) 6" GATE VALVES 8"x8" CROSS WITH (4) 8" GATE VALVES CB - 848STA: 20+71.06, -27.47 LCB - 847STA: 20+73.32, 19.50 RCB - 846STA: 21+87.19, 19.53 RCB - 849STA: 21+87.74, -27.48 LCB - 845STA: 23+09.63, 19.50 REXISTING GRADE PROPOSED GRADE 8" DIXIE GAS LINE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 2' MIN. 2' MIN.CB - 850STA: 23+09.14, -27.51 L18" MIN. (8" DIP WATER) 2' MIN. (6" C900 RECLAIM) 2' MIN.STA: 11+79.00 STREET KSTA: 13+35.87 STREET B =ELEV: 322.56STA: 18+86.26 STREET B =ELEV: 323.24STA: 13+11.14 STREET FØ Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØØØØØØØØØØØØØ 3.5' SIGHT ELEV.3.5' SIGHT ELEV.3.5' SIGHT ELEV. 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' 3.5' SIGHT ELEV.ØØØØØØØØØØØØØØØØØØØØØØØØØ Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287'VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331'STA: 13+08.73 GREENWAY - PH 1-5STA: 15+93.36 STREET B =ELEV: 320.90CB - 1015ASTA: 11+75.19, 27.50 R18" MIN. (8" DIP WATER) 2' MIN. (6" C900 RECLAIM) 2.0' MIN. 136.2 4' 8" P V C @ 5.20% (4' DIA)MH 402STA: 18+22.00RIM: 323.84INV. OUT: 319.97 (MH 205)15" RCP 3.5' SIGHT ELEV. 6" C900 PVC RECLAIM WATERLINE 2.0' MIN. 50LF 18" DIA. STEEL CASING FOR 8" WATER MAIN AND 12-3/4" DIA. STEEL CASING FOR 6" RECLAIM WATER, INSTALLED BY OPEN CUT AND PER GAS ENCROACHMENT Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 2' MIN.CB - 844STA: 24+24.96, 27.50 R15" RCP 15" RCP 15" RCP 2.38% 4.00% 2.08% -2.25% -0.98%PVI STA: 10+00.00EL: 324.48'LVC: 155.00' AD: -3.36 K: 46.2 PVI EL: 324.48' PVI STA: 17+59.28 HIGH PT EL: 323.94' HIGH PT STA: 17+91.53 STA: 16+81.78EL: 322.64'STA: 18+36.78EL: 323.72'LVC: 130.00' AD: -4.33 K: 30.0 PVI EL: 327.57' PVI STA: 11+12.98 HIGH PT EL: 326.87' HIGH PT STA: 11+10.47 STA: 10+47.98EL: 326.22'STA: 11+77.98EL: 326.11'LVC: 300.00' AD: 4.62 K: 64.9 PVI EL: 318.60' PVI STA: 15+12.04 LOW PT EL: 320.33' LOW PT STA: 15+07.79 STA: 13+62.04EL: 321.97'STA: 16+62.04EL: 322.17'2' MIN.CB - 1015STA: 11+74.51, -19.37 LSTREET F(55' PUBLIC ROW)WOODFIELD DEADEND R O A D (82' PUBLIC R.O.W.) ALLEY 6 (25' PUBLIC ALLEY) ALLEY 5 (25' PRIVATE ALLEY)CLUBHOUSEKIO S K P O O L H O U S E / B A T H R O O M S POOL,2,921 SFTERRACET NATURALAREAWWWWWW25.999'RRRWWWWWWWWWWWWWWR R R R R R R RR RRR RRRRRRRRRRRRRRW W W RRRRRRRRRRRR W W W W W W W WW W W W W W W W W W W W W W WW W W W WWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRFMFMFMFMFMFMFMRRRRRRGGGGGGGGGPT: 12+52.71WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T TTTTT T T T T T T T GT T T T T T T T T T T T T T T 80 858483 211 229 197 230 198 231 199 207 232 200 208 233 201 209 226 234 210 227 65 73 66 6768 76 6970 6364 72 71 7978 81 82 212 206 205 204 203 196 195 194 193 192 191 77 202 228 74 75 9+7 1 . 2 8 10+ 0 0 11+ 0 0 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+0 0 23+ 0 0 24+ 0 0 25+0 0PI: 10+00.00PC: 11+08.42PT: 12+62.00PC: 20+51.04PT: 22+21.72PC: 24+62.12SSSSSS SS SSSSSSSS SS SS SS SS SS SSSS CB-1016A CB - 1016CB - 1013 CB-1003A CB-1004A CB - 1011 CB - 1010 CB - 1012 CB - 1019CB - 1020 CB - 1007 CB - 1006 CB - 1009 CB - 1018 CB - 1021 CB - 1008 CB - 1014A CB - 1003 CB - 1015A CB - 1015 CB - 1014 CB - 1238 DI - 1235A CB - 1233 CB - 1209A CB - 1240 CB - 1235 CB - 713A CB - 713 CB - 712A CB - 845 CB - 846 CB - 850 CB - 851 CB - 844 CB - 849 CB - 848 CB - 847STREET K(51' PUBLIC ROW)ALLEY 5(25' A C C E S S E A S E M E N T ) ALLEY 5 (25' ACCESS EASEMEN T ) ALLEY 9 (25' ACCESS EASEMEN T ) ALLEY 9 (25' ACCESS EASEME N T ) CB - 1004 YI - 1005 CB-1006A ST R E E T G (55' P U B L I C R O W ) CB - 1017 DI - 1002 STREET F(55' PUBLIC ROW)ALLEY 4 (25' ACCESS EASEME N T ) WOODFIELD DEAD END R O A D (82' PUBLIC ROW) CB - 1013 50' DIXIE PIPELINE COMPANY R/WTEMPORARY CONSTRUCTIONRETAINING WALL #10WITH SAFETY RAILINGS15 x 281' SDT 15 x 281' SDT SS SS SSSSSS SS SS SS SS SS SS SSSS SS CB - 848 CB - 847 CB - 846 CB - 849 CB - 845 CB - 850 CB - 851 ALLEY 6(25' ACCESS EASEMENT)STREET K(25' ACCESS EASEMENT)MH 204 MH 208 MH 207 MH 206 MH 203 MH 202 MH 205 MH 402 MH 227(0)MH 226(0)MH 225(0) MH 224(0) MH 223(0) MH 234 EXISTING DIXIE GASLINE EASEMENT SECTIO N 1 B SE C T I O N 1 B SECTION 1B EXISTING DIXIE GAS LINE EASEMENT SECTION 1BSECTION 1ASECTION 1BSECTION 1BSECTION 1BSECTION 3SECTION 1BSECTION 3SECTION 1A SECTION 1B 30'PUE30'PUERevisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:13:26 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREET B PLAN ANDPROFILEC6.3SEE SHEET C6.4 FOR CONTINUATIONNOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET B 290 295 300 305 310 315 320 325 330 335 340 290 295 300 305 310 315 320 325 330 335 340 24+71318.49318.4925+00318.50318.5025+50318.59318.5926+00318.93318.9326+50318.39318.3927+00316.85316.8527+50316.32316.3228+00315.54315.5428+50313.75313.7529+00311.79311.7929+50312.22312.2230+00313.73313.7330+50314.26314.2631+00316.83316.8331+50316.32316.3232+00317.50317.5032+50319.38319.3833+00CB - 851STA: 24+82.24, 27.52' LCB - 807STA: 25+99.33, 27.46 RCB - 841STA: 26+88.28, -21.71 LCB - 808STA: 26+88.87, 21.94 RCB - 813STA: 28+96.95, 21.78' RCB - 835STA: 28+96.55, 21.93' LCB - 814STA: 29+02.63, 22.51 RCB - 815STA: 29+97.54, 19.53' LCB - 817STA: 31+41.97, 19.48' L98.41' 8 " P V C @ 3.76% (4' DIA)MH 229STA: 31+59.49RIM: 317.03INV. IN: 307.70INV. OUT: 307.50 (MH 230) (MH 336)68.24' 8" P V C @ 2.39% (4' DIA)MH 230STA: 32+27.87RIM: 318.08INV. OUT: 309.33 (MH 229) (5' DIA)MH 218STA: 28+19.93RIM: 314.09INV. IN: 302.28INV. IN: 302.28INV. OUT: 302.08 (MH 219) (MH 336) (MH 217)FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 8"x8" CROSS WITH (4) 8" GATE VALVES BLOW OFF ASSEMBLY 8"x8" CROSS WITH (4) 8" GATE VALVES BLOW OFF ASSEMBLY EXISTING GRADECB - 816STA: 29+02.40, 22.46' LCB - 825STA: 29+97.59, 19.47' RCB - 821STA: 31+41.99, 27.39 R8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE STA: 27+94.11 STREET B =ELEV: 314.82STA: 15+59.52 CAROLINA SPRINGS BLVDSTA: ??? ALLEY 7STA: 10+00.00 ALLEY 2STA: 29+32.61 STREET B =ELEV: 313.67STA: 30+61.08 STREET B =ELEV: 315.49STA: 15+55.81 STREET DSTA: 15+55.81 STREET DSTA: 26+55.61 STREET B =ELEV: 315.69STA: 10+00.00 ALLEY 3Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØVERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =331' ALLEY 5 VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =419' ALLEY 5 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV.ØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØ3.5' SIGHT ELEV.3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' ALLEY 8 VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' ALLEY 3 VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' ALLEY 3 VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' ALLEY 8 VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' STREET D VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' STREET D VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' STREET D 3.5' SIGHT ELEV. 2' MIN. 2' MIN. 2' MIN. 2' MIN. 2' MIN. 6"x6" CROSS WITH AND (4) 6" GATE VALVES 6"x6" CROSS WITH (4) 6" GATE VALVESCB - 809STA: 16+00.68, 39.32 R36" RCP VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' STREET D CB - 812STA: 15+97.77, 41.83' L30" RCP BLOW OFF ASSEMBLY BLOW OFF ASSEMBLY MH 336STA: 30+61.08RIM: 315.49INV. OUT: 303.60 (MH 218)INV. IN: 303.80 (MH 423)INV. IN: 303.80 (MH 337)INV. IN: 303.80 (MH 229) - 0.0' L - 4' DIA.241.15' 8" PVC @ 0.55% 1.56% -2.08% -0.98%2.08%-66.67%66.04%-1.06%PVI STA: 32+34.26EL: 318.20'PVI STA: 27+74.11EL: 314.53'LVC: 125.00' AD: 2.54 K: 49.3 PVI EL: 313.17' PVI STA: 29+12.64 LOW PT EL: 313.55' LOW PT STA: 28+98.22 STA: 28+50.14EL: 313.78'STA: 29+75.14EL: 314.15'3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV.CAROLINA SPRINGS BLVD.(82' PUBLIC R.O.W.)ALLEY 3(25' PRIVATE ALLEY)PROJECT LIMITSNATURALAREATPTP25.999'RRRRRRRRRRRRRRRRWWWWWWR R R R R R RRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWWWWW W W W W W W W WW W W W W W WW W WW W W W WWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRPC: 10+84.20PT: 12+52.71PIN: 0730644708T T T T T T T T T T T T T T T T 139 133 127 128 129 337 130 338 340 125 376 379 380 377 378 381 235 236 229 237 197 230 238 231 239 232 240 233 234 400 401 402 407 406 405 404 196 195 194 193 192 191 190 189 187 186 185 184188 412 411 410 375 331 333 334 335 126 135 134 132 403 408 136 137 138 131 336 339 332 414 416 417 OPEN SPACE OPEN SPACE 124 409 413 415 322 329 321 328 327 326 325 324 323 330 24+ 0 0 25+0 0 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 PC: 24+62.12PT: 26+32.91PC: 31+59.91PT: 32+54 .13SSSSSS SSSSCB - 1233 CB - 1208 CB - 1209A CB - 1226 CB - 1232A CB - 1232 CB - 1240 DI - 1232A CB - 1231 CB - 1228A CB - 1228 CB - 1225CB - 1222 CB - 851 CB - 844 CB - 807 CB - 841 CB - 808 CB - 817 CB - 835 CB - 815 CB - 814 CB - 832 CB - 840 CB - 837 CB - 833 CB - 821 ALLEY 3(25' ACCESS EASEMENT)CB - 1229A ALLEY 4 (25' ACCESS EASEME N T )STREET D(55' PUBLIC ROW)ALLEY 2(25' ACCESS EASEMENT)WOODFIELD DEAD END R O A D (82' PUBLIC ROW)CAROLINA SPRINGS BOULEVARD(82' PUBLIC ROW)PUBLIC 10'ASPHALTMULTI-USETRAIL (TYP)PUBLIC 30'MULTI-USETRAIL EASEMENT(TYP)WOODFIELD DEAD END ROAD (82' PUBLIC ROW)STREET G (55' PUBLIC ROW )ALLEY 7(25' ACCESS EASEMENT)STREET D(55' PUBLIC ROW)SSSSSSSSSS SS SS SS SS SSSSSSSSSSSSSSSSMH 217 MH 218 MH 230 MH 229 MH 336 DI - 822 CB - 831 CB - 827 CB - 830 CB - 826 SS SS SS SS CB - 851 CB - 807 CB - 808 CB - 809 CB - 821 CB - 812 CB - 810 CB - 811 CB - 825 CB - 816 CB - 840 CB - 831 CB - 827 DI - 822 CB - 826 CB - 830 CB - 842 JB - 805 ALLEY 2(25' ACCESS EASEMENT)CB - 813 SECTION 4 SECTION 5 S E C T I O N 2 S E C T IO N 1 B SECTION 3 SECTION 1B SECTION 4SECTION 2SECTION 2SECTION 1BSECTION 1BSECTION 3PI: 15+59.52 STA 15+58.96 DESIGN SPEED = 35 m i / h Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:14:07 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREET B PLAN ANDPROFILEC6.4SEE SHEET C6.3 FOR CONTINUATIONNOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET C 250 255 260 265 270 275 280 285 290 295 300 305 310 250 255 260 265 270 275 280 285 290 295 300 305 310 9+69 10+00279.1910+50277.61277.8511+00279.66277.2911+50278.43276.7112+00273.97276.1212+50269.90275.5313+00264.38274.9513+50266.14274.3614+00270.74273.7814+50275.38273.6815+00278.49274.5315+50280.47276.0616+00282.76277.6316+50285.04279.2117+00287.11280.7817+50288.76282.3518+00289.37283.9218+50289.22285.4919+00289.21287.0619+50290.34288.6320+00291.94290.2020+50293.51291.7721+00295.46293.3421+50297.94294.9222+00300.13296.4122+50300.88297.6823+00299.93298.7023+50297.91299.5524+00297.30300.3924+50299.24301.2424+69299.93301.5630" RCP 30" RCP 30" RCP 24" RC P 18" RCP CB - 607STA: 20+77.49, -15.49 L18" RCP 15" RCP 60" RCP CB - 603STA: 16+15.51, 15.29 RCB - 604STA: 16+94.89, 15.48 RCB - 605STA: 17+20.43, -15.50 LCB - 606ASTA: 18+86.67, 15.50 RCB - 606STA: 18+77.88, -15.50 LCB - 602STA: 15+17.48, 15.92' RCB - 607ASTA: 20+86.79, 15.50 RCB - 608ASTA: 22+86.23, 15.51 RCB - 608STA: 22+77.39, 15.50' L24" RCP (CLASS I V )CB - 611ASTA: 14+27.42, 15.50' LCB - 610ASTA: 14+27.67, 15.51' RCB - 611STA: 14+32.91, 15.45' LCB - 610STA: 14+32.99, 15.51' REXISTING GRADE 12"x12" TEE WITH (3) 12" GATE VALVES 6"x6" TEE WITH (3) 6" GATE VALVES FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY PROPOSED GRADE 12" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 12" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE2' MIN. 2' MIN. 2' MIN. 15" RCP 15" RCP 15" RCP 2' MIN. 3.14% -3.60 % -1.17%PVI STA = 10+01.86ELEV = 279.43'PVI STA = 10+42.61ELEV = 277.96'LVC: 150.00' AD: -1.45 K: 103.5 PVI EL: 297.62' PVI STA: 22+36.00 HIGH PT EL: 298.89' HIGH PT STA: 23+11.00 STA: 21+61.00EL: 295.26'STA: 23+11.00EL: 298.89'DESIGN SPEED: 30 MPH LVC: 115.00' AD: 4.31 K: 26.7 PVI EL: 273.12' PVI STA: 14+56.24 LOW PT EL: 273.61' LOW PT STA: 14+29.99 STA: 13+98.74EL: 273.79'STA: 15+13.74EL: 274.92'1202 CBSTA: 10+44.89, 61.14' L18" RCP 2' MIN.CB - 630STA: 11+58.84, 15.50 RCB - 630ASTA: 11+56.93, 15.50' LMH 376STA: 15+14.00RIM: 274.92INV. OUT: 265.10 (MH 349) - -0.5' L - 4' DIA.48.23' 8 " P V C @ 2.70%MH 349STA: 15+62.22RIM: 276.45INV. OUT: 263.60 (MH 5)INV. IN: 263.80 (MH 350)INV. IN: 263.80 (MH 376) - 0.0' - 5' DIA.84.95' 8" P V C @ 5.12%MH 350STA: 16+47.80RIM: 279.14INV. OUT: 268.15 (MH 349)INV. IN: 268.35 (MH 351A) - 0.0' - 4' DIA.79.90' 8" P V C @ 3.16%MH 358STA: 18+53.50RIM: 285.60INV. OUT: 274.55 (MH 351A)INV. IN: 274.75 (MH 359) - 0.0' - 4' DIA.368.79' 8 " P V C @ 3.57%MH 359STA: 22+22.28RIM: 297.00INV. OUT: 287.90 (MH 358)INV. IN: 288.10 (MH 360) - -0.3' L - 4' DIA.242.58' 8" P V C @ 2.00%MH 360STA: 24+64.85RIM: 301.46INV. OUT: 292.95 (MH 359)INV. IN: 293.15 (MH 361) - 1.5' R - 4' DIA.2' MIN. 2' MIN. 1' MIN. 74 LF 24" DIA. STEEL CASING PIPE WATER MAINS TO BE CONCRETE ENCASED 125.28' 8 " P V C @ 2.78%MH 351ASTA: 17+28.21RIM: 281.66INV. OUT: 270.87 (MH 350)INV. IN: 271.07 (MH 358) - 0.0' - 4' DIA.8" PVC R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R RRRRRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWWW W W W W W W WFMF M F M RR F M F M FMFMFMFMFMWOODS CREEK ROAD60' PUBLICRIGHT OF WAY7 15 8 16 9 17 10 18 3 11 19 4 12 20 5 13 6 14 34 33 32 39 38 37 36 35 1 2 31 44 25 26 27 28 29 30RRRRRRWWWWWWWWWWWWWWWWWRRRRRRRRRRRR RRRX X XX XX XXXXXXXXXXXXXXXXXXXXXXXXXXW9+ 6 8 . 5 5 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16+ 0 0 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 PC: 15+56.42PT: 17+27.76PC: 24+83.96P T : 2 5 + 6 9 . 1 4 9+ 9 0 10 + 0 011+0012+0013+0014+00PI: 10+06.15PI: 10+91.87PI: 1 1 + 5 9 . 7 7 PC: 1 2 + 7 2 . 8 9 S S S S SSSSSSSSSSCB - 609A CB - 607A CB - 607 CB - 602 FES - 601 CB - 605 CB - 609 CB - 608 CB - 608A CB - 606A CB - 606 CB - 604 CB - 610 CB - 611 CB - 603 STREET C (55' PUBLI C R O W ) ST R E E T C (5 5 ' P U B L I C R O W ) CB - 630 CB - 610A CB - 611A TOP OF BANK (TYP.)SCM 6 CONSTRUCTED WETLANDS PROPERTY LINEPROPOSED TOWNPARK PROPERTY LINEPROPOSED TOWNPARK PROPERTY LINEEXISTING STREAM30' HOLLY SPRINGS CAFE FEAR BUFFER EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN SEE SEPARATE PLAN SET FOR PUMP STATION #1 RISER 6 FES 6 CB - 630A 1202 CB SSSSSS SS SSSSSSSSSSSSSSSSSSSSSSDI - 627 DI - 619 60" R C P DI - 615 DI - 616 DI - 617 DI - 618 FES - 633 FES - 631 DI - 625 DI - 626 MH 378 MH 377 MH 1MH 1 MH 1A MH 2MH 2 MH 360 MH 350 MH 349 MH 376 MH 358 MH 359 SECTION 1 A SECTION 1ASSSSMH 351A Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:14:49 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREET C PLAN ANDPROFILEC6.5SEE SHEET C6.6 FOR CONTINUATIONNOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET C 265 270 275 280 285 290 295 300 305 310 315 320 265 270 275 280 285 290 295 300 305 310 315 320 24+50299.24301.2425+00301.42302.0925+50304.08302.9326+00306.50303.7826+50306.37304.6327+00306.30305.3527+50304.44304.8228+00301.51303.4328+50299.08302.0329+00297.35300.6329+50296.18299.2330+00293.75297.8330+50286.77296.4331+00282.82295.2331+50280.41294.4532+00288.90294.0632+50294.13294.0833+00298.46294.4933+50300.67294.9934+00300.12295.4934+50297.98295.9935+00301.34296.0435+50306.06295.1936+00309.90294.2436+50309.64294.5637+00305.63295.5737+50300.16296.5738+00294.67297.3838+50292.14297.0739+00290.75296.5739+50288.83296.0739+69288.42295.8848" RCP CB - 870STA: 34+27.46, -15.50 L24" RCPCB - 871STA: 35+65.04, -15.56 LCB - 874STA: 35+65.37, 15.51 R (5' DIA)MH 200 (5' DIA)STA: 29+61.14RIM: 298.92INV. IN: 283.50INV. OUT: 282.50 (MH 201 A) (MH 85) (4' DIA)MH 86STA: 32+59.11RIM: 294.13INV. IN: 275.95INV. OUT: 275.76 (MH 87) (MH 85A)190.00' 8" PVC @ 0.45% (4' DIA)MH 89STA: 38+08.72RIM: 297.40INV. IN: 279.03INV. OUT: 278.83 (MH 90) (MH 87A)78.70' 8" PVC @ 0.45% 193.17' 8" PVC @ 0.45% 166.10' 8" PVC @ 0.45% (4' DIA)MH 87ASTA: 36+15.56RIM: 294.57INV. IN: 277.96INV. IN: 277.96INV. OUT: 277.76 (MH 213) (MH 89) (MH 87)CB - 911STA: 37+17.13, -15.54 LCB - 702STA: 30+46.41, 15.49 RCB - 704STA: 30+02.41, -15.48 LCB - 703STA: 30+46.43, -15.50 LCB - 717STA: 29+18.51, -15.67 LCB - 717ASTA: 29+18.01, 15.43 RCB - 718STA: 28+14.67, -15.71 L60" RCP 30" R C P 15" RCP (4' DIA)MH 90STA: 38+87.85RIM: 296.68INV. IN: 279.58INV. OUT: 279.38 (MH 92) (MH 89)CB - 609STA: 24+77.94, -15.49 LCB - 609ASTA: 24+86.51, 15.44' R15" RCP EXISTING GRADE PROPOSED GRADE 6"x6" TEE WITH (3) 6" GATE VALVES FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 12"x12" WITH (2) 12" GATE VALVES, (2) 12"x8" REDUCERS, AND (2) 8" GATE VALVES6"x6"x6"x6" CROSS WITH (4) 6" GATE VALVES FIRE HYDRANT ASSEMBLY 8" DIXIE GAS LINE 2' MIN. 12" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 2' MIN.CB - 879STA: 32+21.82, 15.69 RCB - 867STA: 32+19.84, -15.57 LCB - 868STA: 32+24.91, -15.69 LCB - 880STA: 32+27.33, 15.58 R2' MIN. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' STREET F1 VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' STREET F1 STA: 29+61.14 STREET C =ELEV: 298.92STA: 23+18.88 STREET FSTA: 14+57.50 ALLEY 10STA: 30+84.10 STREET C =ELEV: 295.57STA: 34+77.20 STREET C =ELEV: 296.14STA: 20+43.22 ALLEY 3STA: 26+71.95 CAROLINA SPRINGS BLVDSTA: 36+15.71 STREET C =ELEV: 294.57STA: 37+54.21 STREET C =ELEV: 296.65STA: 10+00.00 ALLEY 13STA: 27+29.98 STREET C =ELEV: 305.21STA: 25+21.87 GREENWAY - PH 1-5Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØØØØ3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØØØØØØØ 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =322' ALLEY 11 VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =401' ALLEY 11 Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØØØØ3.5' SIGHT ELEV.3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØØØ3.5' SIGHT ELEV. 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØØØ Ø3.5' SIGHT ELEV. 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =362' ALLEY 5 VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' CAROLINA SPRINGS BLVD VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' CAROLINA SPRINGS BLVD VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' ALLEY 14 3.5' SIGHT ELEV.ØØØØØØØØØØØ3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' STREET D1 VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =384' ALLEY 12 (5' DIA)MH 87STA: 34+49.28RIM: 295.98INV. IN: 277.85INV. IN: 277.01INV. OUT: 276.81 (MH 351) (MH 87A) (MH 86)3.5' SIGHT ELEV. 2' MIN. 2' MIN. 2.0' MIN. 1.69% 1.00% -2.80% -2.08% -2.00% 2.08% 2.01%PVI STA = 36+32.71ELEV = 294.22'PVI STA = 35+98.71ELEV = 294.22'PVI STA = 36+15.71ELEV = 294.57'LVC: 51.00' AD: -3.01 K: 17.0 PVI EL: 297.57' PVI STA: 37+99.83 HIGH PT EL: 297.40' HIGH PT STA: 38+08.37 STA: 37+74.33EL: 297.06'STA: 38+25.33EL: 297.31'DESIGN SPEED: 30 MPH LVC: 75.00' AD: -4.49 K: 16.7 PVI EL: 305.76' PVI STA: 27+16.83 HIGH PT EL: 305.36' HIGH PT STA: 27+07.59 STA: 26+79.33EL: 305.12'STA: 27+54.33EL: 304.71'DESIGN SPEED: 30 MPH LVC: 75.00' AD: -3.00 K: 25.0 PVI EL: 296.39' PVI STA: 34+89.86 HIGH PT EL: 296.14' HIGH PT STA: 34+77.40 STA: 34+52.36EL: 296.02'STA: 35+27.36EL: 295.64'DESIGN SPEED: 30 MPH LVC: 235.00' AD: 3.80 K: 61.8 PVI EL: 293.15' PVI STA: 31+66.90 LOW PT EL: 294.02' LOW PT STA: 32+22.45 STA: 30+49.40EL: 296.44'STA: 32+84.40EL: 294.33'3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =302' ALLEY 5 106.03' 8" P V C @ 2.00% 101.97' 8" P V C @ 2.00% (4' DIA)MH 361STA: 25+67.13RIM: 303.19INV. IN: 295.39INV. OUT: 295.19 (MH 362) (MH 360) (4' DIA)MH 362STA: 26+73.21RIM: 305.01INV. OUT: 297.51 (MH 361) (4' DIA)MH 360STA: 24+64.85RIM: 301.46INV. IN: 293.15INV. OUT: 292.95 (MH 361) (MH 359)15" RCPCB - 913STA: 36+69.73, 15.47' RCB - 912STA: 36+68.95, 15.48' LCB - 907STA: 38+96.79, 15.38' RCB - 908STA: 38+98.07, 15.53' L3' MIN. 50LF OF 24" DIA. STEEL CASING ON 12" DIP WATER MAIN AND 12-3/4" DIA. STEEL CASING ON 6" C900 PVC RECLAIM WATER, INSTALLED BY OPEN CUT AND PER GAS ENCROACHMENT 30" RCP2' MIN. 2' MIN. 12"x8" TEE WITH (2) 12" GATE VALVES AND (1) 8" GATE VALVE 6"x6" TEE WITH (3) 6" GATE VALVES 12"x8" TEE WITH (2) 12" GATE VALVES AND (1) 8" GATE VALVE 3.5' SIGHT ELEV.RRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWWWWWWW RRRRRRRRRRRRRRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWR R R R R R R R R R R R R R R R R R R R R R R R RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRWWWWWWWWWWW W W WWW W W WW WWWWWWWWWWWWWWWWWWWWRRRRRRRRRRRRRRRRGGGGGGGGGR 166 167 168 161 162 170 163 104 105 106 100 101 102 103 95 96 97 98 99 107 358 374 359 360 364 365 366 367 368 361 362 370 371 372 373 18 19 20 22 23 46 45 357 108 171 169 165 164 160 159 369 363 298 299 300 301 302 303 304 21 24 25 26 27 94 247 93 90 91 92 86 87 88 89 60 61 62 180 182 181 179 172 174 176 175 173 177 178 25+00 26+0027+00 28+00 29+00 30+00 31+00 32+ 0 0 3 3 + 0 0 3 4 + 0 0 35+0 0 36+0 0 37+0 0 38+0 0 39+00 40+00 41+00PC: 24+83.96P T : 2 5 + 6 9 . 1 4 PC : 2 6 + 4 2 . 8 2 PT: 27+17.33PC: 28+22.70PT: 28+80.06PC: 30+64.95PT: 32+53.42PC: 34+11.25PT: 34+88.24PC: 38+03.98PT: 39+03.43SSSSSSSSSSSSSSSSSSS S S S S S SS SS SS SS SS SS SS S S S SSSSS SS SS SSSSSSSSSSSSSSCB - 609A CB - 609 CB - 718 CB - 717 CB - 705 CB - 702 DI 718A CB - 706 CB - 704 CB - 703 CB - 714 FES - 701 DI - 854 CB - 872 CB - 857 CB - 874 CB - 855 FES - 865 FES - 853 DI - 881 CB - 879 CB - 880 CB - 867 DI - 866 DI - 875 SCM 7 CONSTRUCTED WETLANDS R/WFLOODWAYPDEPDE20' PDE30' HOLLY SPRINGSCAPE FEAR BUFFERFEMA 100 YEARFLOODPLAINFLOODWAYSEWER LEG; SEE C6.26 FOR PROFILE SEWER LEG; SEE C6.27 FOR PROFILE 30' HOLLY SPRINGS CAPE FEAR BUFFER CB - 717A RISER 7 FES 8 FES 7 SSSSSSSSSSSSSSSSSSCB - 859 DI - 856 CB - 855 DI - 854 CB - 857 CB - 870 CB - 871 DI - 866 CB - 880 CB - 868 DI - 881 ADS - 882 DI - 875 FES - 853FES - 865 CB - 878 CB - 862 CB - 863 CB - 87360" RCPDI - 627 DI - 619 CB - 937 CB - 924 CB - 934 CB - 918 CB - 916 CB - 923 CB - 938 CB - 933 CB - 910 CB - 911 CB - 908 CB - 922 CB - 906 CB - 921 CB - 912 DI - 914 CB - 917 CB - 913 CB - 932 CB - 939 MH 213 MH 200 (5' DIA) MH 89MH 89 MH 87A MH 92 MH 87MH 87 MH 86 MH 85A MH 85 MH 82MH 82 MH 84MH 84 MH 90 MH 360 MH 361 MH 362 MH 332 SSSSSSSSCB - 907 MH 352 SECTION 2SECTION 4SECTION 2SECTION 4SECTION 2SECTION 1A24+0025+0026+0027+0027+34.3423+0024+0025+0026+0027+0028+00PT: 2 3 + 2 1 . 6 022+0023+0023+18.88EP: 23+18.88 POCKET PARK 2 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:15:31 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.CAROLINA SPRINGS BOULEVARD(82' PUBLIC ROW)STR E E T C (55' P U B L I C R O W ) STREET C (55' PUBLIC RO W )STREET C PLAN ANDPROFILEC6.6ALLEY 5(25' ACCESS EASEMENT)STREET D(55' PUBLIC ROW)CAROLINA SPRINGS BOULEVARD(82' PUBLIC ROW)ALLEY 11(25' ACCESS EASEMENT)STREET F(55' PUBLIC ROW)ALLEY 4(25' PUBLIC ROW)ALLEY 3(25' PUBLIC ROW)STR E E T C (55' P U B L I C R O W )SEE SHEET C6.5 FOR CONTINUATIONSEE SHEET C6.7FOR CONTINUATIONNOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET C 265 270 275 280 285 290 295 300 305 310 315 265 270 275 280 285 290 295 300 305 310 315 39+69288.42295.8840+00289.08295.5740+50290.45295.0741+00289.39294.5741+50286.15294.0742+00288.38293.5742+50289.73293.0743+00289.95292.5743+50289.92292.0744+00289.61291.5744+50288.34291.1145+00287.06290.6445+50284.06287.5746+00280.59281.0046+50279.69285.0647+00281.1647+50 48+00CB - 921STA: 40+16.33, 15.53' LCB - 902STA: 45+27.96, 9.76 R139.91' 8" PVC @ 0.45% 220.03' 8" PVC @ 0.45%CB - 906STA: 40+16.55, 15.54' REXISTING GRADE PROPOSED GRADE 8"x8" TEE WITH (3) 8" GATE VALVES 6"x6" TEE WITH (3) 6" GATE VALVES 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINESTA: 10+00.00 ALLEY 12STA: 39+77.75 STREET C =ELEV: 295.79STA: 41+07.88 STREET C =ELEV: 294.49STA: 27+34.34 STREET DSTA: 14+57.23 ALLEY 11STA: 42+47.79 STREET C =ELEV: 293.09STA: 43+95.75 STREET C =ELEV: 291.61STA: 16+36.55 STREET RØ Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. Ø Ø Ø ØØØØØØØØØØØØØØ3.5' SIGHT ELEV. Ø Ø 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' ALLEY 14 ØØØØØØØØØØØØØØØØVERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' STREET R VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =313' ALLEY 12 VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' STREET R (4' DIA)MH 92STA: 41+07.88RIM: 294.49INV. IN: 280.77INV. IN: 280.77INV. OUT: 280.57 (MH 93) (MH 332) (MH 90)FIRE HYDRANT ASSEMBLY 8" 45° BEND 6" 45° BENDS 2' MIN. -1.00%PVI STA = 45+08.73ELEV = 290.48'FIRE HYDRANT ASSEMBLYCB - 903STA: 44+36.08, 15.53' LCB - 904STA: 42+56.17, 15.63' RCB - 905STA: 41+36.43, 15.50' RCB - 931STA: 41+49.20, 15.59' L (4' DIA)MH 93STA: 42+47.79RIM: 293.09INV. IN: 281.60INV. IN: 282.11INV. OUT: 281.40 (MH 94) (MH 93A) (MH 92)36" RCP CB - 953STA: 43+56.21, 15.50' L2' MIN. 2' MIN. 138.15' 8" PVC @ 1.00% (4' DIA)MH 93ASTA: 16+36.53RIM: 291.71INV. OUT: 283.50 (MH 93)VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' STREET D1 WWWWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRRRRRWWWWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR374 364 365 366 367 368 362 370 371 372 373 369 363 281 282 283 284 285 286 287 288 289 290291 292 293 294 295 296 297 298 299 300 269 270 271 264 272 265 273 266 267 268 261253260252259258257256255 262254251 263250 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 47+18.60PT: 39+03.43PI: 44+92.15SS SS SS SS SS SSSSSS SS SSSSSCM 9 WET DETENTION POND HHI TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 DESCM #9EFFECTIVEFUTUREWALL EASEMENT10'RETAININGWALLEASEMENTFLOODWAYFEMA EFFECTIVE 100YEAR FLOODPLAIN30' HOLLY SPRINGSCAPE FEAR BUFFERRISER 9 FES 9SSSSSSSSSSCB - 937CB - 924 CB - 934 CB - 959 CB - 971 CB - 923 CB - 938 CB - 944 DI - 958 CB - 933 CB - 908 CB - 922 CB - 906 CB - 921 CB - 951 CB - 931 CB - 943 CB - 904 CB - 949 CB - 952CB - 942 CB - 903 CB - 902 FES - 901 FES - 957 CB - 905 DI - 956 DI - 947 CB - 917 DI - 919 DI - 929 DI - 940 DI - 954 CB - 953 CB - 932 CB - 939 MH 95 MH 92 MH 93 MH 93 MH 94MH 94 MH 90 MH 332 SSSS SS CB - 907 MH 93A MH 445 SECTION 4POCKET PARK 2 DI - 955 CB - 752 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:16:10 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREET R(55' PUBLIC ROW)ALLEY 12(25' ACCESS EASEMENT)STREET C PLAN ANDPROFILEC6.7 STREET C (55' PUBLIC ROW)STREET D(55' PUBLIC ROW)ALLEY 3(25' PUBLIC ROW)SEE SHEET C6.6 FOR CONTINUATIONNOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET D 290 295 300 305 310 315 320 325 330 335 340 290 295 300 305 310 315 320 325 330 335 340 EXISTING GRADE 8"x8" CROSS WITH (4) 8" GATE VALVES 6"x6" CROSS WITH (4) 6" GATE VALVES PROPOSED GRADE FIRE HYDRANT ASSEMBLY BLOW OFF ASSEMBLY 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 2' MIN. ±STA. 10+00 BEGIN CONSTRUCTION SECTIONS 1-5 2.09% -2.08%2.08% 1.13% -2.00% LVC: 100.00' AD: 3.13 K: 31.9 PVI EL: 311.27' PVI STA: 11+96.31 LOW PT EL: 311.63' LOW PT STA: 12+10.20 STA: 11+46.31EL: 312.27'STA: 12+46.31EL: 311.83'PVI STA: 9+75.00EL: 315.69'PVI STA: 15+72.80EL: 315.14'PVI STA: 15+55.80EL: 315.49'PVI STA: 15+38.80EL: 315.14'9+50 10+00323.19315.1910+50321.67314.1911+00321.95313.1911+50321.64312.2012+00318.43311.6412+50313.18311.8713+00308.07312.4413+50309.51313.0014+00311.84313.5714+50311.80314.1315+00313.05314.7015+50313.48315.3716+00315.67315.7116+50318.39316.7517+00319.62317.7917+50320.91318.84CB - 1224ASTA: 12+23.46, 11.46' RCB - 1224STA: 12+12.67, 11.15' LCB - 1225STA: 13+74.81, 19.50' RCB - 1219ASTA: ???, ???' ???CB - 1203STA: ???, ???' ???15" RCP CB - 1252STA: 12+69.80, 19.50' R15" RCP 24" RCP 18" RCPCB - 826STA: ???, ???' ???CB - 830STA: ???, ???' ???328.85 LF 8 " P V C @ 2 . 2 8 %MH 336STA: 30+61.08RIM: 315.49INV. OUT: 303.60 (MH 218)INV. IN: 303.80 (MH 423)INV. IN: 303.80 (MH 337)INV. IN: 303.80 (MH 229) - 0.0' L - 4' DIA.178.87 LF 8" PVC @ 0.55%MH 337STA: 11+78.88RIM: 313.30INV. OUT: 304.78 (MH 336)INV. IN: 304.98 (MH 339) - 0.2' R - 4' DIA.273.31 LF 8" PVC @ 1 . 0 0 %MH 339STA: 14+52.18RIM: 313.12INV. OUT: 307.72 (MH 337) - 0.1' R - 4' DIA.2' MIN. 2' MIN. 2' MIN. 3.5' SIGHT ELEV.ØØØØVERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287'ØØ Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø VERTICAL SIGHT DISTANCE (RT TURN) REQUIRED =287' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' 3.5' SIGHT ELEV. 3.5' SIGHT ELEV.3.5' SIGHT ELEV. 18" MIN. (8" DIP WATER) 2' MIN. (6" C900 RECLAIM)CB - 1227STA: 12+07.52, 11.14' LCB - 1229STA: 12+07.58, 11.55' R15" RCP 2' MIN. R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW WWRRRRRRRRRPIN: 0730644708 TTTTTT337 338 340 341 376379380377378381384385382383386389387388 392 393 394 395 396 398 399 400 401 402 407406405404 375 331 333 334 335403408 336 339332 390 391 397 322329 321328327326325324323330SS SSCB - 1226 CB - 1224A CB - 1225 CB - 1224 CB - 817 CB - 815 CB - 832 CB - 833 CB - 821 STREET D (55' PUBLIC ROW)STREET L(55' PUBLIC ROW)STREET D (55' PUBLIC ROW) ALLEY 2WOODFIELD DEAD END ROAD(82' PUBLIC ROW)PUD BOUNDARY RETAINING WALL #12 WITH SAFETY RAILS STREET D (55' PUBLIC ROW) CB - 1219A CB - 1219 SSSSSSSS SS SS SS SS SSSSSS MH 230 MH 229 MH 336 DI - 822 CB - 831 CB - 827 CB - 830 CB - 826 SSSSCB - 821 CB - 825 CB - 831 CB - 827 DI - 822 CB - 826 CB - 830 MH 229MH 229 MH 230MH 230 ALLEY 2 (25' ACCESS EASEMENT) MH 337 MH 339 DI - 1299 DI - 1230 CB - 1203 CB - 1204 SECTION 4SECTION 5SECTION 4 SECTION 2 DI - 1250 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00BP: 10+00.00PI: 15+55.80CB - 1229 CB - 1227 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:16:47 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREET D PLAN ANDPROFILEC6.8SEE SHEET C6.9 FOR CONTINUATIONNOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET D 265 270 275 280 285 290 295 300 305 310 315 320 325 330 335 340 265 270 275 280 285 290 295 300 305 310 315 320 325 330 335 340 EXISTING GRADE 8"x8" TEE WITH (3) 8" GATE VALVES FIRE HYDRANT ASSEMBLY 6"x6" TEE WITH (3) 6" GATE VALVES 8"x8" TEE WITH (3) 8" GATE VALVES 6"x6" TEE WITH (3) 6" GATE VALVES PROPOSED GRADE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287'VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331'ØØØØØØØØØØØ3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' STREET M VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' STREET M VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' STREET M 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 17+00319.62317.7917+50320.91318.8418+00321.99319.8318+50322.18320.5319+00322.04320.9219+50324.67320.9920+00327.96320.7520+50329.32320.2021+00331.68319.3321+50331.12318.1522+00328.22316.6622+50324.53314.8523+00320.42312.7323+50316.84310.4824+00313.72308.2324+50312.21305.9925+00307.47303.7425+50303.42301.4926+00298.78299.2426+50293.72296.9927+00291.04294.7427+50 2.08%-2.00% -4.5 0 % LVC: 525.00' AD: -6.59 K: 79.7 PVI EL: 324.75' PVI STA: 20+32.80 HIGH PT EL: 321.00' HIGH PT STA: 19+36.83 STA: 17+70.30EL: 319.26'STA: 22+95.30EL: 312.94'PVI STA: 27+34.34EL: 294.49'PVI STA: 27+21.34EL: 294.22'PVI STA: 27+03.89EL: 294.57'CB - 827STA: ???, ???' ???CB - 831STA: ???, ???' ???18" RCP CB - 935STA: 22+31.97, 11.50' LCB - 936STA: 22+32.02, 19.50' R15" R C P CB - 937STA: 24+30.01, 19.49' R15" RCP CB - 939STA: 26+76.99, 19.49' R15" RCPCB - 938STA: 25+53.53, 19.48' R15" RCPCB - 932STA: 26+89.10, 11.35' L18" R C PCB - 933STA: 25+64.75, 11.50' L18" R C PCB - 934STA: 24+44.23, 11.60' L36" RCP 15" RC PCB - 979STA: 20+89.25, 11.55' L15" RCPCB - 980STA: 20+69.97, 19.37' R328.85 LF 8 " P V C @ 2 . 2 8 %MH 423STA: 30+60.62RIM: 320.83INV. OUT: 311.30 (MH 336)INV. IN: 311.50 (MH 335) - 328.8' R - 4' DIA.172.14 LF 8" P V C @ 1 . 6 8 %MH 335STA: 15+00.98RIM: 320.10INV. OUT: 314.40 (MH 423) - 0.1' R - 4' DIA.MH 334STA: 15+33.01RIM: 319.55INV. OUT: 313.00 (MH 332) - 0.1' R - 4' DIA.41 6 . 9 9 L F 8 " P V C @ 5 . 9 4 %MH 332STA: 19+50.00RIM: 303.48INV. OUT: 288.04 (MH 92)INV. IN: 288.24 (MH 334) - 0.0' R - 4' DIA.228.5 3 L F 8 " P V C @ 3 . 1 8 % 2' MIN. 2' MIN. 2' MIN. 2' MIN. 2' MIN. 2' MIN. 2' MIN.MH 92STA: 41+07.88RIM: 294.49INV. OUT: 280.57 (MH 90)INV. IN: 280.77 (MH 93)INV. IN: 280.77 (MH 332) - 0.0' L - 4' DIA.ØØØØØØØØØ3.5' SIGHT ELEV. 3.5' SIGHT ELEV.RRRRRWWWWWWWWWWR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW RRRRRRRRRRRRRRRRRR358 374359360348364349365350366367368337345353361338346354362370355371340356372341373342357334335344336339369363 291292293294295296297298299300301302303304 343 347 351 352 322 314321 313320 312327319 310326318325317324316 308 323 315 311 309 253 260 252 259 258 257 256 255 254 SSSSSSSSSSSS CB - 833 STREET D (55' PUBLIC ROW) ALLEY 2 ALLEY 11 (25' ACCESS EASEMENT)STREET C(55' PUBLIC ROW)STREET D (55' PUBLIC ROW)ALLEY 1(25' ACCESS EASEMENT)RETAINING WALL #2 WITH SAFETY RAILINGS RETAINING WALL #9 FEMA EFFECTIVE FUTURE FLOODWAYSTREET M(55' PUBLIC ROW)30' HOLLY SPRINGS CAPE FEAR BUFFER ALLEY 12 (25' ACCESS EASEMENT) SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS CB - 831 CB - 827 SS SS CB - 831 CB - 827 CB - 935 CB - 936 ADS - 966 ADS - 967 CB - 937 CB - 924 CB - 934 CB - 923 CB - 938 CB - 944 CB - 933 CB - 922 CB - 906 CB - 921 CB - 931 CB - 943 CB - 904CB - 942 CB - 925 CB - 905 CB - 946 CB - 945 DI - 947 CB - 927 DI - 929 DI - 940 CB - 932 CB - 939 MH 92 MH 93 MH 93 MH 94MH 94 MH 354(0) MH 332 MH 335 MH 334 MH 423 ADS - 966A ALLEY 2 (25' ACCESS EASEMENT) ALLEY 2 (25' ACCESS EASEMENT) SECTION 4 SECTION 2 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+34.34EP: 27+34.34CB - 980 CB - 979 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:17:29 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREET D PLAN ANDPROFILEC6.9SEE SHEET C6.8 FOR CONTINUATIONNOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET F 270 275 280 285 290 295 300 305 310 315 320 325 330 335 340 270 275 280 285 290 295 300 305 310 315 320 325 330 335 340 EXISTING GRADE PROPOSED GRADE 6"x6" TEE WITH (3) 6" GATE VALVES 12"x8" TEE WITH (2) 12" GATE VALVES AND (1) 8" GATE VALVE FIRE HYDRANT ASSEMBLY 8"x8" CROSS WITH (4) 8" GATE VALVES 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV.ØØØØØØØØØØØØØ3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' ALLEY 6VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' STREET G 2' MIN. PROPOSED GRADE 9+50 10+00323.26323.5810+50323.31322.0811+00323.91320.9811+50324.29321.0912+00325.34321.7212+50326.05322.3413+00326.57323.0113+50325.47322.6214+00327.05322.0014+50326.50321.3715+00324.30320.7515+50319.64319.8016+00314.70318.1416+50308.52316.3417+00303.56314.5417+50302.95312.7518+00306.18310.9518+50309.97309.1719+00313.38307.6719+50314.40306.4420+00313.80305.2220+50313.05304.0021+00311.43302.7821+50309.00301.5622+00305.00300.3522+50300.95299.3823+00297.36298.7323+50 -3.60 % 2.00% -1.25% -2.44% -1.24% -2.00%2.00%-3.00% 1.25% LVC: 75.00' AD: 1.15 K: 64.9 PVI EL: 308.33' PVI STA: 18+72.87 LOW PT EL: 307.41' LOW PT STA: 19+10.37 STA: 18+35.37EL: 309.68'STA: 19+10.37EL: 307.41'LVC: 75.00' AD: 1.21 K: 62.2 PVI EL: 299.58' PVI STA: 22+31.20 LOW PT EL: 299.12' LOW PT STA: 22+68.70 STA: 21+93.70EL: 300.50'STA: 22+68.70EL: 299.12'LVC: 85.00' AD: 4.25 K: 20.0 PVI EL: 320.50' PVI STA: 11+02.54 LOW PT EL: 320.88' LOW PT STA: 11+20.04 STA: 10+60.04EL: 321.78'STA: 11+45.04EL: 321.03'LVC: 75.00' AD: -2.35 K: 32.0 PVI EL: 320.22' PVI STA: 15+42.16 HIGH PT EL: 320.69' HIGH PT STA: 15+04.66 STA: 15+04.66EL: 320.69'STA: 15+79.66EL: 318.87'PVI STA: 10+00.00EL: 323.58'PVI STA: 23+18.88EL: 298.92'PVI STA: 23+05.88EL: 298.66'PVI STA: 13+28.14EL: 322.90'PVI STA: 13+11.14EL: 323.24'PVI STA: 12+94.14EL: 322.90'388.5 7 L F 8 " P V C @ 3 . 4 7 %MH 200 (5' DIA)STA: 29+61.14RIM: 298.92INV. OUT: 282.50 (MH 85)INV. IN: 283.50 (MH 201 A) - 0.0' - 5' DIA.MH 203STA: 14+79.61RIM: 320.99INV. OUT: 309.93 (MH 202)INV. IN: 310.13 (MH 204) - 0.6' R - 4' DIA.128.53 LF 8" PVC @ 0.50%MH 202STA: 16+08.37RIM: 317.84INV. OUT: 309.09 (MH 201 B)INV. IN: 309.29 (MH 203)INV. IN: 309.29 (CO 7) - 0.0' - 4' DIA.210.7 0 L F 8 " P V C @ 3 . 8 6 %MH 201 BSTA: 18+19.09RIM: 310.24INV. OUT: 300.75 (MH 201 A)INV. IN: 300.95 (MH 202)INV. IN: 300.95 (CO 11) - -0.9' L - 4' DIA.111.1 3 L F 8 " P V C @ 3 . 1 9 %MH 201 ASTA: 19+30.32RIM: 306.93INV. OUT: 297.00 (MH 200 (5' DIA))INV. IN: 297.20 (MH 201 B) - 0.0' - 4' DIA.24" RCPCB - 707STA: 20+98.30, 13.47' RCB - 707ASTA: 20+98.40, 13.49' L24" RCPCB - 708ASTA: 19+08.99, 13.56' LCB - 708STA: 19+10.22, 13.50' R18" R C PCB - 709STA: 16+76.96, 13.54' RCB - 710STA: 16+75.95, 13.50' LCB - 713STA: 14+37.75, 13.48' LCB - 713ASTA: 14+37.56, 13.53' RCB - 706STA: 22+70.18, 13.60' RCB - 705STA: 22+69.80, 13.52' LCB - 1217STA: 11+20.06, 13.52' LCB - 1216STA: 10+10.18, 13.48' RCB - 1215STA: 10+09.73, 13.61' L3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. EXISTING GRADE PROPOSED GRADE 6"x6" TEE WITH (3) 6" GATE VALVES 8"x8" TEE WITH (3) 8" GATE VALVES FIRE HYDRANT ASSEMBLY 6"x6" CROSS WITH (4) 6" GATE VALVES BLOW OFF ASSEMBLY 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' ALLEY 9 VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' ALLEY 6 STREET G 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' ALLEY 4 3.5' SIGHT ELEV.3.5' SIGHT ELEV. 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØØ ØØØØØØØØØØØØØ ±STA. 10+00 START CONSTRUCTION SECTIONS 1-5 VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' ALLEY 9 Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 2' MIN. 2' MIN. 2' MIN. 2' MIN. 2' MIN. 3.5' SIGHT ELEV.STA: 10+00.00 ALLEY 4STA: 11+72.64 STREET F =ELEV: 321.38STREET F (55' PUBLIC ROW)WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)ALLEY 6(25' PUBLIC ALLEY)ALLEY 5(25' PRIVATE ALLEY)CLUBHOUSE PLAYGROUND TERRACE T24.5'WWWWWWWWWW W W W R R26' R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRWRWWWWWWR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RWWW WWWWWWWWWWRRRRRRRRRRG G G G G G G PT: 16+66.02 TTTTTTT85 84 83 219 211 213 214 215 207 216 208 217 209 218 210 49 4647 65 63 64 45 212 206 48 505152 53 54 55 56 57 58 5959 60 61 62 SSSSSSSSSSSSSSSS SS SS SS SSSSSS SS SS CB - 1217 CB - 1216 CB - 1215 DI - 1237 CB - 1238CB - 1213 CB - 1214 CB - 713A CB - 713 CB - 710 CB - 709 CB - 712A CB - 718 CB - 707 CB - 717 CB - 705 CB - 708A CB - 702 CB - 708 CB - 707A DI 718A CB - 706 CB - 704 CB - 703 FES - 701 CB - 715 DI - 852 CB - 848 CB - 847 CB - 1214A CONSTRUCTED WETLANDS VILLAGE SQUARE / NEIGHBORHOOD DISTRICT CENTER DIVIDING BOUNDARY LINE PDE DE FUTURE PHASE FUTURE AMENITY SITE PDE PDE 20' PDE PROPOSED TOWN PARK PROPERTY LINE PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) PDE CB - 717A SSSSSSSSCB - 848 CB - 847 DI - 852 MH 203 MH 202 MH 201 B MH 201 AMH 201 A MH 200 (5' DIA) MH 85 MH 402 MH 227(0) MH 226(0)EXISTING DIXIEGASLINE EASEMENTSECTION 2SECTIO N 1 A SECTION 1ASECTION 1B SECTION 1A SECTION 1B SECTION 1B SECTION 3 SECTION 1ASECTION 1B10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+18.88 BP: 10+00.00PC: 15+07.22Mid: 15+81.83PT: 16+56 .45PC: 17+89 .14Mid: 18+49.68PT: 19+10.22EP: 23+18.88STA 13+14.36 DESIGN SPEED = 60 mi/h 30' PUE 30' PUE Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:18:08 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. STREET F (55' PUBLIC ROW)STREET F PLAN ANDPROFILEC6.10 STREET F (55' PUBLIC ROW)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)STREET C(55' PUBLIC ROW)NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET G 290 295 300 305 310 315 320 325 330 335 340 345 350 290 295 300 305 310 315 320 325 330 335 340 345 350 9+50 10+00301.96311.6610+50306.66312.1711+00309.31313.0511+50310.02313.9212+00308.25314.8012+50309.18315.6713+00307.28316.5513+50305.20317.4214+00307.12318.3014+50311.09319.1715+00315.61320.0515+50319.62320.9216+00323.26321.8016+50325.30322.6717+00326.65323.5517+50326.93324.0918+00327.14323.8618+50325.86322.9719+00323.86322.1019+50 20+00 -2.08% 2.08% -1.98% 1.75% LVC: 120.00' AD: -3.73 K: 32.2 PVI EL: 324.67' PVI STA: 17+63.93 HIGH PT EL: 324.11' HIGH PT STA: 17+60.27 STA: 17+03.93EL: 323.62'STA: 18+23.93EL: 323.48'PVI STA = 10+00.00ELEV = 311.66'PVI STA = 10+09.40ELEV = 311.46'PVI STA = 19+07.85ELEV = 322.27'PVI STA = 18+96.85ELEV = 322.04'CB - 1214STA: 18+60.36, 11.48 R18" RCPCB - 1213STA: 17+13.55, 11.51 R18" RCPCB - 1212STA: 16+35.24, 11.51 R18" RCPCB - 1211STA: 15+26.49, 11.50 RCB - 1234STA: 15+26.51, -27.51 L24" RCPCB - 1239STA: 13+83.68, -19.49 LCB - 1210STA: 13+83.19, 11.49 R24" RCPCB - 1209STA: 12+44.59, 11.52 RCB - 1209ASTA: 12+42.40, -19.67 L30" RCPCB - 1232ASTA: 11+21.67, 11.51 RCB - 1231STA: 11+22.96, -19.50 L30" RCPCB - 1208STA: 10+39.43, 11.47 REXISTING GRADE PROPOSED GRADE 6"x6" TEE WITH (3) 6" GATE VALVES 8"x8" TEE WITH (3) 8" GATE VALVES 6"x6" TEE WITH (3) 6" GATE VALVES 8"x8" TEE WITH (3) 8" GATE VALVES FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE CB - 1214ASTA: 18+60.40, -19.47 LSTA: 10+43.64 STREET FSTA: 19+07.85 STREET G =ELEV: 322.27STA: 10+00.00 STREET G =ELEV: 311.66STA: 12+67.50 STREET A2 (4' DIA)MH 234STA: 12+33.21RIM: 315.38INV. IN: 307.20INV. OUT: 307.00 (MH 235) (MH 223(0)) (4' DIA)MH 235STA: 14+31.11RIM: 318.84INV. OUT: 309.17 (MH 234)197.89 LF 8" PVC @ 1 . 0 0 % 2' MIN. 2' MIN. 2' MIN. 2' MIN. 6"x6" TEE WITH (3) 6" GATE VALVES 8"x8" TEE WITH (3) 8" GATE VALVES 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINECB - 1228ASTA: 10+49.50, 19.49' L2' MIN. 2' MIN.18" MIN. (8" DIP WATER) 2' MIN. (6" C900 RECLAIM)8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE WOODFIELD DEADEND ROAD(82' PUBLIC R.O.W.)ALLEY 6(25' PUBLIC ALLEY)WRRRRRRRRRRRRWWWWWWWWWWWWRRRRRRRWWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R WRWRWWWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRRRRWWWWWWWWR R R R R R R R R R R R R R R R PC: 10+84.20 PC: 14+93.07PT: 12+52.71PT: 16+66.02 TTTTTTTT85 84 83 219 235 211 220 236 213 221 229 237 197 214 222 230 238 198 215 223 231 239 199 207 216 232 240 200 208 217 233 201 209 218 226 234 210 227 212 206205 204 203 196 202 224 225 228 416 417 419 420 421 415 418 426 425 424 423 422 245 244 243 242 241 246 19+07.85 10+00 11+00 12+ 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16+00 17+00 18+00 19+00PC: 10+84.20PT: 12+52.71PC: 14+93.07PT: 16+66.02CB - 1217 CB - 1216 CB - 1215 DI - 1237 CB - 1238 CB - 1213 CB - 1214CB - 1212 CB - 1206 CB - 1211 DI - 1235A CB - 1207 CB - 1210 CB - 1233 CB - 1208 CB - 1209 CB - 1209A CB - 1226 CB - 1232A CB - 1240 CB - 1235 CB - 1234 CB - 1239 CB - 1231 CB - 1228A CB - 1228 CB - 1222 CB - 846 CB - 849 CB - 848 CB - 847 CB - 1214A CB - 1218 TOP OF BANKPROJECT LIMITSDEFUTURE PHASEPDE20' PDESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFES - 1205 CB - 1206A CB - 848 CB - 847 CB - 846 CB - 849 MH 402 MH 374 MH 227A CB - 1204 CB - 1202 CB - 1201 MH 227(0) MH 226(0) MH 225(0) MH 224(0) MH 223(0) MH 235 MH 234 BP: 10+00.00 30'PUECB - 1243 CB - 1237 CB - 1241 CB - 1242 30' HOLLY SPRINGS CAPE FEAR BUFFER RETAINING WALL #6 WITH SAFETY RAILINGS 10' RETAINING WALL EASEMENT ST R E E T G (5 5 ' P U B L I C R O W ) Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:18:48 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREET G PLAN ANDPROFILEC6.11 ALLEY 8 (25' ACCESS EASEMENT) STREET G (55' PUBLIC ROW) ALLEY 4 (25' ACCESS EASEMENT) WOODFIELD DEAD END ROAD (82' PUBLIC ROW)STREET F(55' PUBLIC ROW)CAROLINA SPRINGS BOULEVARD(82' PUBLIC ROW)SE C T I O N 1 B SE C T I O N 3 SECTION 5SECTION 3SECTION 1B SECTION 3 SECTION 1A SECTION 1B NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET K 300 305 310 315 320 325 330 335 340 345 300 305 310 315 320 325 330 335 340 345 9+50 10+00317.7910+50320.40320.6911+00323.30321.3711+50323.26322.0612+00322.22322.1412+50318.80321.1313+00315.26320.1213+50314.40319.1114+00314.17318.1014+50315.42316.7615+00316.33315.042.08% -2.00%2.00% 1.37% -2.02% LVC: 75.00' AD: -1.48 K: 50.6 PVI EL: 317.52' PVI STA: 14+29.16 HIGH PT EL: 318.27' HIGH PT STA: 13+91.66 STA: 13+91.66EL: 318.27'STA: 14+66.66EL: 316.20'PVI STA = 10+02.50ELEV = 319.92'PVI STA = 10+18.50ELEV = 320.25'PVI STA = 11+96.00ELEV = 322.22'PVI STA = 11+79.00ELEV = 322.56'PVI STA = 11+62.00ELEV = 322.22'CB - 1013STA: 12+26.04, -13.50 LCB - 1012STA: 12+25.96, 13.50 RCB - 1020STA: 13+85.97, -13.50 LCB - 1019STA: 13+86.38, 13.45' R (4' DIA)MH 206STA: 13+29.54RIM: 322.70INV. IN: 314.36INV. OUT: 314.16 (MH 207) (MH 205)EXISTING GRADE PROPOSED GRADE 6"x6" TEE WITH (3) 6" GATE VALVES 8"x8" TEE WITH (3) 8" GATE VALVES FIRE HYDRANT ASSEMBLY BLOW OFF ASSEMBLY 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 2' MIN. ØØØØØØØØØØØØ 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' (STREET B) VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' (STREET B)STA: 13+23.33 ALLEY 5STA: 10+10.50 STREET K =ELEV: 320.09STA: 11+79.00 STREET K =ELEV: 322.56STA: 13+35.87 STREET BSTA: 11+73.50 ALLEY 9STA: 13+47.50 STREET K =ELEV: 319.16Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØ3.5' SIGHT ELEV.3.5' SIGHT ELEV. 3.5' SIGHT ELEV.STREET K SECTION 1-5END OF PAVEMENT STA 13+89.273.5' SIGHT ELEV.ØØØØØØØØØØØØØ3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' (ALLEY 10) VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' (ALLEY 10) VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' (STREET B AND ALLEY 10) VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331' (STREET B AND ALLEY 10) 2' MIN.STREET K SECTION 1-5END OF PAVEMENT STA 13+89.27RRRRRRRRRRRRRRRWWWWWWWWWWWWRRRRRRRRRRRRRRRRRRRRRGGGTTTTTTTT80 73 67 68 69 70 72 71 79 78 81 82 77 74 10+00 11+00 12+00 13+00 14+00PI: 13+89.27SSSSSSSSSSSSSSCB-1016A CB - 1016 CB - 1013 CB-1003ACB-1004A CB - 1011 CB - 1010 CB - 1012 CB - 1019 CB - 1020 CB - 1007 CB - 1006 CB - 1009 CB - 1018 CB - 1021 CB - 1014A CB - 1003 CB - 1015 CB - 1014 CB - 1004 YI - 1005 CB-1006A CB - 1017 DI - 1002 CB - 1013 FES - 1001 PROPOSED TOWNPARK PROPERTY LINE15 x 281' SDT13+89.27 MH 208 MH 207 MH 206 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:19:27 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREET K PLAN ANDPROFILEC6.12 STREET K (51' PUBLIC ROW)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)ALLEY 9(25' ACCESS EASEMENT)ALLEY 9(25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)SECTION 1B NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET L 295 300 305 310 315 320 325 330 335 340 295 300 305 310 315 320 325 330 335 340 9+50 10+00321.71314.3210+50318.78313.5911+00316.96312.9311+50314.86312.2712+00310.10311.6112+50304.03310.9513+00 -2.08% 2.08% -1.32% EXISTING GRADEPROPOSED GRADE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINESTA: 12+66.97 STREET L =ELEV: 311.03STA: 10+47.14 CAROLINA SPRINGS BLVDSTA: 11+28.47 STREET L =ELEV: 312.56STA: ??? ALLEY 7STA: 10+43.50 STREET DSTA: 10+00.00 STREET L =ELEV: 314.32CB - 1219STA: 11+12.27, 13.57' RCB - 1218STA: 12+27.20, 13.50 R18" RCPPVI STA = 10+00.00ELEV = 314.32'PVI STA = 10+09.00ELEV = 314.14'PVI STA = 12+66.97ELEV = 311.03'PVI STA = 12+57.97ELEV = 310.85'RRRRRRRRRRWWWWWWWWWWRRRRRRRRRRRRRWWWWWWWWWWWWWW384 385 382 383 386 389 387 388 392 393 394 395 396 398 399 417 419 420 421 390 391 397 418 426 425 424 423 422 10+00 11+00 12+00 12+66.97 CB - 1206 CB - 1207 CB - 1208 CB - 1232A CB - 1224A CB - 1224 CB - 1218 TOP OF BANKRETAINING WALL #6CB - 1219A CB - 1219 SSSSSSSSSSFES - 1205 CB - 1206A MH 374 MH 227A MH 339 DI - 1230 CB - 1203 CB - 1204 CB - 1202 CB - 1201SECTION 5SECTION 3DI - 1250 BP: 10+00.00 CB - 1243 CB - 1237 CB - 1241 CB - 1242 CB - 1229CB - 1227 30' HOLLY SPRINGS CAPE FEAR BUFFER RETAINING WALL #6 WITH SAFETY RAILINGS R R R R R R R R WWWWWWWWWWWWRRRRRRRRRRRRRWWWWWWWWWWWWWW W W W W W W W WRRRRR RRRRRRR111 110 112 358 359 360 113 364 365 350 366 367 353 361 114 354 362 355 356 357 109 108 363 277 278 279 280 281 282 283 284297 298 299 300 301 302 303 304 351 352 306 312 310 308 307311309 305 14+18 9+84.80 10+00 11+00 12+00 13+00 14+00PI: 10+00.00PI: 11+29.48SSSSSSSSSSSSRETAINING WALL #9SSSSSSSSSSSSSSSSSSSS CB - 969CB - 935 CB - 936 DI - 964 ADS - 966ADS - 967 CB - 961 CB - 960 CB - 937CB - 924 CB - 934 CB - 918 CB - 959 CB - 971 CB - 944 CB - 925 CB - 946 CB - 945 CB - 917 CB - 927 MH 97MH 97 MH 214 MH 224MH 224 MH 96 MH 354(0) MH 332 MH 334 ADS - 966A CB - 962 CB - 963 ADS - 965 PC: 21+76.08 STREET M 285 290 295 300 305 310 315 320 325 330 335 340 285 290 295 300 305 310 315 320 325 330 335 340 10+00326.58312.5410+50325.50312.8211+00323.58313.3411+50322.39313.3312+00322.50312.2012+50322.12310.6013+00320.33308.9413+50318.16307.7414+00314.32306.7414+50 15+00 2.08% -2.08%-2.00% -3.51 % -2.00% -2.08% 2.08% 1.05% LVC: 75.00' AD: 1.51 K: 49.6 PVI EL: 308.60' PVI STA: 13+06.95 LOW PT EL: 307.85' LOW PT STA: 13+44.45 STA: 12+69.45EL: 309.92'STA: 13+44.45EL: 307.85'LVC: 75.00' AD: -1.51 K: 49.6 PVI EL: 312.29' PVI STA: 12+01.95 HIGH PT EL: 313.04' HIGH PT STA: 11+64.45 STA: 11+64.45EL: 313.04'STA: 12+39.45EL: 310.97'PVI STA = 14+18.00ELEV = 306.75'PVI STA = 11+38.49ELEV = 313.56'PVI STA = 14+09.00ELEV = 306.56'PVI STA = 10+08.00ELEV = 312.37'PVI STA = 11+29.49ELEV = 313.75'PVI STA = 11+20.49ELEV = 313.56'15" RCP CB - 946STA: 12+31.86, 13.57 REXISTING GRADE 6"x6" TEE WITH (3) 6" GATE VALVES 8"x8" TEE WITH (3) 8" GATE VALVES 6"x6" TEE WITH (3) 6" GATE VALVES 8"x8" TEE WITH (3) 8" GATE VALVES PROPOSED GRADE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE Ø Ø Ø Ø Ø ØØØØØØØØØØØVERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331'STA: 22+76.98 STREET DSTA: 11+29.49 STREET M =ELEV: 313.74STA: 12+69.76 STREET M =ELEV: 309.91STA: 10+00.00 ALLEY 11STA: 14+18.00 STREET M =ELEV: 306.75STA: 11+79.32 STREET R3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV.CB - 963STA: ???, ???' ???CB - 962STA: ???, ??? ???2' MIN. 2' MIN.MH 96STA: ???RIM: 306.75INV. OUT: 297.89 (MH 95)INV. IN: 298.09 (MH 354(0))INV. IN: 298.09 (MH 97) - ???' ??? - 4' DIA.231.56 ' 8 " P V C @ 3.00%MH 354(0)STA: 11+86.44RIM: 312.55INV. OUT: 305.04 (MH 96) - -0.1' L - 4' DIA.8" PVC Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:20:41 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREETS L AND M PLANAND PROFILEC6.13STREET R(55' PUBLIC ROW)ALLEY 12(25' ACCESS EASEMENT)STREET D(55' PUBLIC ROW)STREET M (55' PUBLIC ROW)STREET D(55' PUBLIC ROW)STREET L (55' PUBLIC ROW)SECTION 4SECTION 2NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 STREET R 275 280 285 290 295 300 305 310 315 320 325 275 280 285 290 295 300 305 310 315 320 325 10+00311.0010+50311.54310.3711+00310.66309.4211+50311.38307.8512+00312.99305.9712+50312.11304.1013+00310.47302.2213+50307.28300.3514+00304.90298.4814+50301.80296.6015+00298.12294.7315+50295.58293.0416+00292.25291.8116+50 17+00 -1.25% -3.75 % -2.00%2.08% LVC: 95.00' AD: 1.75 K: 54.4 PVI EL: 292.76' PVI STA: 15+52.56 LOW PT EL: 291.81' LOW PT STA: 16+00.06 STA: 15+05.06EL: 294.54'STA: 16+00.06EL: 291.81'LVC: 100.00' AD: -2.50 K: 40.0 PVI EL: 309.76' PVI STA: 10+98.88 HIGH PT EL: 310.39' HIGH PT STA: 10+48.88 STA: 10+48.88EL: 310.39'STA: 11+48.88EL: 307.89'PVI STA = 10+00.00ELEV = 311.00'PVI STA = 16+23.55ELEV = 291.34'PVI STA = 16+36.55ELEV = 291.61'CB - 952STA: 15+93.38, 11.55' RCB - 949STA: 15+93.40, -11.47 LCB - 951STA: 14+71.89, 19.50 R15" R C PCB - 971STA: 13+45.91, 11.50 RCB - 959STA: 13+36.44, -11.46 L18" RCP (4' DIA)MH 97STA: 10+09.68RIM: 313.08INV. IN: 300.95INV. OUT: 300.75 (MH 224) (MH 96)169.60' 8" PV C @ 1.57% 286. 6 9 L F 8 " P V C @ 4 . 1 9 % (4' DIA)MH 95STA: 14+65.98RIM: 296.00INV. IN: 285.88INV. IN: 285.88INV. OUT: 285.68 (MH 96) (MH 445) (MH 94)BLOW OFF ASSEMBLY FIRE HYDRANT ASSEMBLY 6"x6" TEE WITH (3) 6" GATE VALVES 8"x8" TEE WITH (3) 8" GATE VALVES EXISTING GRADE PROPOSED GRADE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØVERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =287' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =331'STA: 11+79.32 STREET R =ELEV: 306.75STA: 14+18.00 STREET MSTA: 43+95.75 STREET CSTA: 16+36.55 STREET R =ELEV: 291.613.5' SIGHT ELEV. 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 15" RCP 2' MIN.CB - 960STA: ???, ??? ???CB - 961STA: ???, ??? ??? (4' DIA)MH 96STA: ???RIM: 306.75INV. IN: 298.09INV. IN: 298.09INV. OUT: 297.89 (MH 354(0)) (MH 97) (MH 95)CB - 969STA: ???, ??? ???18" MIN. (8" DIP WATER) 2' MIN. (6" C900 RECLAIM) 117.33' 8" PVC @ 0.74%MH 445STA: 15+83.30RIM: 292.17INV. OUT: 286.75 (MH 95) - 0.0' - 4' DIA.2' MIN.8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE RRRRRRW W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWRRRRRRRR R R R R R R R R R R R R R R R R R RRRRRRR277 278 279 280 281 282 283 284 285 286 287 288 289 290 291292293294295296297298299300301302303304 269270271 264272265273266274267275268276 306 313 312 310 308 307 309 305 261 260 259 258 257 262 26310+00 11+00 12+00 13+00 14+00 15+00 16+00 16+36.55PI: 10+38.94SSSSSSSSSSSSSSSSSSSSSS STREET R (55' PUBLIC ROW) ALLEY 11 (25' ACCESS EASEMENT)STREET C(55' PUBLIC ROW)RETAINING WALL #1 WITH SAFETY RAILINGS RETAINING WALL #9 CAFE FEAR BUFFER TOP OF BANK (TYP.) 10' RETAINING WALL EASEMENT FEMA EFFECTIVE 100 YEAR FLOODPLAIN STREET M(55' PUBLIC ROW)FES 9 SSSSSSCB - 969 DI - 964 ADS - 966 CB - 961 CB - 960 CB - 959 CB - 971 CB - 944 DI - 958 CB - 951 CB - 943 CB - 904 CB - 949 CB - 952 CB - 942 CB - 903 CB - 902 FES - 901 FES - 957 CB - 946 CB - 945 DI - 956 DI - 947 DI - 954 CB - 953 MH 97MH 97 MH 224MH 224 MH 96 MH 95 MH 93 MH 93 MH 94MH 94 MH 354(0) ADS - 966A SS SSSSMH 93A MH 445 CB - 962CB - 963 ADS - 965 EP: 27+34.34DI - 955 CB - 752 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:21:20 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.STREET R PLAN ANDPROFILEC6.14 NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3.SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 ALLEY 1 285 290 295 300 305 310 315 320 325 330 335 340 345 285 290 295 300 305 310 315 320 325 330 335 340 345 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 9+50 10+00316.24312.5610+50313.01311.7411+00313.29310.9711+50311.22310.3812+00307.55310.4012+50301.57310.8813+00305.85311.3813+50306.04311.8814+00305.01312.3814+50304.54312.8815+00310.40313.4215+50315.78313.7816+00320.34314.8516+50322.10315.9317+00323.87317.0017+50325.66318.0718+00327.20318.9818+50327.47319.4419+00327.57319.4419+50328.21319.0020+00329.90318.1020+50331.59316.9121+00331.29315.7221+50329.78314.5322+00327.50313.3422+50326.33312.0923+00325.17310.532.15% -2.00%2.00% -2.00% -2.38% -1.54%1.00% LVC: 100.00' AD: 2.54 K: 39.4 PVI EL: 310.00' PVI STA: 11+62.85 LOW PT EL: 310.31' LOW PT STA: 11+73.41 STA: 11+12.85EL: 310.77'STA: 12+12.85EL: 310.50'LVC: 250.00' AD: -4.53 K: 55.2 PVI EL: 320.91' PVI STA: 18+81.89 HIGH PT EL: 319.50' HIGH PT STA: 18+75.56 STA: 17+56.89EL: 318.22'STA: 20+06.89EL: 317.94'LVC: 150.00' AD: -2.12 K: 70.8 PVI EL: 311.05' PVI STA: 22+96.45 HIGH PT EL: 312.83' HIGH PT STA: 22+21.45 STA: 22+21.45EL: 312.83'PVI STA: 10+00.00EL: 312.56'PVI STA: 15+29.34EL: 313.33'PVI STA: 15+12.34EL: 313.67'PVI STA: 10+11.00EL: 312.34'PVI STA: 14+95.34EL: 313.33'CB - 1226STA: ???, ???' ???133.35 LF 15" RCP @ 1 . 0 4 %CB - 1204STA: 11+69.60, 10.52' RCB - 833STA: 17+15.71, 10.47' R141.70 LF 15 " R C P @ 1 . 9 0 %CB - 832STA: 15+74.01, 10.60' RCB - 925STA: 22+07.17, 10.47' RCB - 927STA: 20+61.33, 10.49' R145.84 L F 1 5 " R C P @ 2 . 4 0 % 8" PVC 30" RCP CB - 1230STA: 11+75.32, 10.54' R18" RCP RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWW WWWRRRRRRRRTTTTT111 110112127128113129116 348 117 349 118 350 119 337 345 353 114130 338 346 354 355 121 340 356 125 341 342392393394395396398399400401402407406405404 412 411 410 357331333334335344 126 120 115 109 108 403 408 131 336 339332 414416417419420421 OPEN SPACE 124 123 122 343 347 351 352391397 409413415418426425424423422 311SS CB - 1226 CB - 1224A CB - 1225 CB - 1224 CB - 835 CB - 813 CB - 815 CB - 814 CB - 832 CB - 833 CB - 825 CB - 816 CB - 935 CB - 936 ADS - 967 CB - 918 CB - 925 ALLEY 1 (25' ACCESS EASEMENT) STREET D (55' PUBLIC ROW)STREET L(55' PUBLIC ROW)STREET D (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT)WOODFIELD DEAD ENDROAD(82' PUBLIC ROW)ALLEY 2(25' ACCESS EASEMENT)20' PDE 20' PDE VWDE PDE LE (TYP) ON-STREET PARKING (TYP) VWDE STREET D (55' PUBLIC ROW) LANDSCAPE EASEMENT (TYP) SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSJB - 2052 CB - 1219 CB - 1219A 20' PDE CB - 1252 PHASE 4 PHASE 2 PHASE 4 PHASE 2 PHASE 2 PHASE 1B CB - 830 CB - 826 CB - 827 CB - 831 320320 32 5325325 3 3 0 330321321 322322 32332 3 323 323 324324 326326326326 3 2 6327 327 3273283 2 8 3283293 2 9 3293 3 1 331332332325 325 324 326 32632732732 8 328 3 2 6 3 2 7 320 318 31 9 319319 320 321 320 320321 321321 3273 1 5 31 4 3163 1 7 318318318319 315320 314316317317317318319 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 CB - 1204 DI - 1250 CB - 927 SSSSSSPI: 15+59.52PC: 21+76.08MH 423 MH 335 MH 334 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:26:29 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.ALLEY 1C6.15SEE SHEET C6.16 FOR CONTINUATIONDocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 CAROLINA SPRINGS BLVD.(82' PUBLIC R.O.W.)RRRRRRRRRRRRRRRRRRWWWWWWWWWWWWW144 116 348 117 349 118 119 345 346 121 340 125 341 342 344120 115 150 148 149 146 145 143 142 141 147 124 123 122 343 347 SSSSSSSSSSCB - 839PROPOSED5' SIDEWALK (TYP)PROPOSED5' SIDEWALK (TYP)SSSSSS10+00 11+00 12+00 12+67.50 CB - 831 3 2 0320 32 5325 330 32 1321 32 2322 3 2 3323323323 32 4324 32 6 3 2 6326326 3 2 7327 328328 3293293313323253243263273153153203143143163173183193263273 2 0 3163173183193193193213183183203183193 1 9 319320321320320321321 3213 2 7 319320CB - 927 MH 423 MH 335 ALLEY 2 295 300 305 310 315 320 325 330 335 295 300 305 310 315 320 325 330 335 EXISTING GRADE PROPOSED GRADE 8" DIP WATER MAIN6" C900 PVC RECLAIM WATERLINE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 9+50 10+00318.30318.3010+50318.35318.3511+00318.95318.9511+50319.69319.6912+00320.21320.2112+50320.73320.7313+00 13+50PVI STA: 10+00.00EL: 318.30'PVI STA: 12+67.50EL: 321.00'PVI STA: 10+17.00EL: 317.95'PVI STA: 11+46.50EL: 319.65'PVI STA: 11+30.50EL: 319.32'PVI STA: 12+58.50EL: 320.81'2.08% -2.08% 2.08% 1.21% 1.04% 8" PVC 8" PVC ALLEY 1 275 280 285 290 295 300 305 310 315 320 325 330 335 340 275 280 285 290 295 300 305 310 315 320 325 330 335 340 21+00331.29315.7221+50329.78314.5322+00327.50313.3422+50326.33312.0923+00325.17310.5323+50323.28308.6124+00320.00306.3924+50314.83304.1425+00310.87301.8925+50306.22299.6426+00300.45297.4926+50292.90296.0727+00 27+50 2.08% -4.5 0 % -2.00% -2.38% LVC: 75.00' AD: 2.50 K: 30.0 PVI EL: 296.81' PVI STA: 26+12.87 LOW PT EL: 296.06' LOW PT STA: 26+50.37 STA: 25+75.37EL: 298.50'STA: 26+50.37EL: 296.06'LVC: 150.00' AD: -2.12 K: 70.8 PVI EL: 311.05' PVI STA: 22+96.45 HIGH PT EL: 312.83' HIGH PT STA: 22+21.45 STA: 22+21.45EL: 312.83'STA: 23+71.45EL: 307.67'PVI STA: 26+77.53EL: 295.52'PVI STA: 26+90.53EL: 295.79'124.5 6 L F 1 8 " R C P @ 3 . 7 4 % 137. 5 0 L F 1 8 " R C P @ 4 . 7 5 % 145.84 L F 1 5 " R C P @ 2 . 4 0 %CB - 925STA: 22+07.17, 10.47' RCB - 924STA: 23+85.90, 10.52' LCB - 923STA: 25+23.40, 10.46' L8" PVC 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE EXISTING GRADE PROPOSED GRADE CB - 922STA: 26+47.96, 10.53' LRWWWWWWWWWR R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W WW RRRRRRRRRRRRRRRR105 106 107 111 110112 358 374359360 113 364 365 366 367 368353361354362 370355 371356 372 373357 109 108 369363352 311 253 252 256 255 254 251 250SSSSSSSSCB - 935 CB - 936 ADS - 967 CB - 937 CB - 924 CB - 934 CB - 918 CB - 939 CB - 923 CB - 938 CB - 933 CB - 908 CB - 907 CB - 922 CB - 906 CB - 921 CB - 932 CB - 931 CB - 925 ALL E Y 7 (VA R I A B L E W I D T H A C C E S S E A S E M E N T ) STREET D (55' PUBLIC ROW) ALLEY 1 (37' ACCESS EASEMENT) CB - 905 MH 90 STREET D (55' PUBLIC ROW) VWDE VWDE PDE LE (TYP) ON-STREET PARKING (TYP) 20' DE LANDSCAPE EASEMENT (TYP) SSSSSSSSSSSSSSSSSS CB - 917 32 5 3303 2 6 327328329331332325326327 3 1 5 31 4 3163 1 7 315 314316317317317318 21+00 22+00 23+00 24+00 25+00 26+00 26+90.53 CB - 908 PC: 21+76.08MH 92MH 92 ALLEYS 1 AND 2C6.16 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:27:46 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.CAROLINA SPRINGS BOULEVARD(82' PUBLIC ROW)ALLEY 2 (25' ACCESS EASEMENT)SEE SHEET C6.15 FOR CONTINUATIONALLEY 1(25' ACCESS EASEMENT)STREET D(55' PUBLIC ROW)PHASE 4PHASE 2AL L E Y 7 (37 ' A C C E S S E A S E M E N T ) DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 ALLEY 3 270 275 280 285 290 295 300 305 310 315 320 325 330 335 270 275 280 285 290 295 300 305 310 315 320 325 330 335 9+50 10+00317.72317.7210+50318.54318.5411+00318.56318.5611+50314.08314.0812+00308.74308.7412+50309.22309.2213+00309.70309.7013+50309.12309.1214+00307.79307.7914+50312.41312.4115+00314.68314.6815+50316.41316.4116+00315.57315.5716+50314.21314.2117+00315.32315.3217+50317.63317.6318+00318.49318.4918+50316.06316.0619+00311.20311.2019+50307.11307.1120+00302.50302.5020+50 21+00 EXISTING GRADE PROPOSED GRADE 8" DIP WATER MAIN6" C900 PVC RECLAIM WATERLINE MH 87STA: 34+49.28RIM: 295.98INV. OUT: 276.81 (MH 86)INV. IN: 277.85 (MH 351)INV. IN: 277.01 (MH 87A) - 0.1' R - 5' DIA.CB - 878STA: 19+91.46, 10.50' R24" RCPCB - 855STA: 18+52.42, 10.59' RCB - 842STA: 10+66.48, 10.49' R2.08%-2.00% -5.0 0 % -2.08% 1.00% -1.00% LVC: 78.00' AD: 3.00 K: 26.0 PVI EL: 296.84' PVI STA: 19+81.58 LOW PT EL: 296.06' LOW PT STA: 20+20.58 STA: 19+42.58EL: 298.79'STA: 20+20.58EL: 296.06'LVC: 150.00' AD: -2.00 K: 75.0 PVI EL: 318.95' PVI STA: 13+77.50 HIGH PT EL: 318.57' HIGH PT STA: 13+77.50 STA: 13+02.50EL: 318.20'STA: 14+52.50EL: 318.20'LVC: 80.00' AD: -4.00 K: 20.0 PVI EL: 316.92' PVI STA: 15+79.76 HIGH PT EL: 317.32' HIGH PT STA: 15+39.76 STA: 15+39.76EL: 317.32'STA: 16+19.76EL: 314.92'PVI STA: 10+00.00EL: 315.69'PVI STA: 20+43.22EL: 296.14'PVI STA: 20+30.20EL: 295.87'MH 352STA: 26+27.51RIM: 317.22INV. OUT: 297.65 (MH 351) - 730.7' R - 4' DIA.40.10 LF 8" PVC @ 9.09% 273 . 5 0 L F 8 " P V C @ 5 . 5 8 %MH 351STA: 25+98.45RIM: 296.28INV. OUT: 281.50 (MH 87)INV. IN: 282.40 (MH 352) - 980.5' R - 4' DIA.STA: 26+55.61 STREET BSTA: 10+00.00 ALLEY 3 =EL: 315.69'STA: 20+43.22 ALLEY 3 =EL: 296.14'STA: ??? ???6"x6" TEE WITH (3) 6" GATE VALVES 12"x8" TEE WITH (2) 12" GATE VALVES AND (1) 8" GATE VALVE BLOW OFF ASSEMBLY 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 2' MIN. ALLEY 3 (25' PRIVATE ALLEY) PROJECT LIMITS NATURAL AREA TP TP25.999' R R R R R R R R R R R R R RWWR RRRRRRRRRR R R R R R R R R W W W W W W W W W WWWWWWW WWWWW W W W W W WR RRRRRRRRRRRRRRPOND TTTTTT166 167 144 168 161 139 162 170 163 133 95 96 97 98 99 189 187 186 185 188 171 169 165 164 160 158 157 156 155154153152151150148149146145143142141140135134132 159 136 137 138 147 OPEN SPACE 90 91 92 180 182 181 179 172 174 176 175 173 177 178 183 SSSSSSSSSSSS SS SS SS SS SS CB - 851 CB - 844 CB - 807 CB - 841 CB - 808 CB - 862 DI - 856 DI - 854 CB - 864 CB - 872 CB - 873 CB - 870 CB - 863 CB - 857 CB - 871 CB - 874 CB - 855 FES - 853 DI - 804 CB - 910 CB - 911 CB - 859 EXISTING POND TO REMAIN WETLANDS (TYP) PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP) 20' SCMMAE VWDE VWDE LE (TYP) LE (TYP) RETAINING WALL #8 WITH SAFETY RAILS 20' DE RETAINING WALL #11 WITH SAFETY RAILS 20' PDE 30' PUE 30' PUE CB - 878 CB - 842 SS SS SS SS CB - 851 DI - 1232A JB - 805 315 315 32 0 314 314 3 1 6 3 1 7 3 1 8 3 1 9 316 317 318 317317315316315311312313314316317 317318 318 3003 0 5310 2982993013023033043063073083093 1 1 310 315 30 5310 31 0 30630 630730 7 3 0 8 3 0 8 3 0 9 3 0 9 31 1 31 2 31 3 314 3203173 1 8 3193 2 1 32 1315316317318 318 318 319319315 311 312 313 314 31 0 3 1 5 31 1 31 2 3 1 3 3 1 4 3 1 6 316 31631 7 317 31731 8 318 318319310315 306307308309311 312 313 314 316 317 310315320 307 308 309311312313314316317318319315 313 314 316 317 318 318 31 8 3183183183 1 8 (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV MH 87A MH 87 MH 352 MH 351 ALLEY 3 (25' ACCESS EASEMENT) Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:28:27 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.ALLEY 3 PLAN AND PROFILEC6.17 CA R O L I N A S P R I N G S B O U L E V A R D (82' P U B L I C R O W ) AL L E Y 3 (25' A C C E S S E A S E M E N T )WOODFIELD DEADEND ROAD(82' PUBLIC ROW)SCM 8 WET DETENTION PONDPHASE 2PHASE 1BDocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 ALLEY 4 290 295 300 305 310 315 320 325 330 335 340 345 290 295 300 305 310 315 320 325 330 335 340 345 9+50 10+00324.53324.5310+50326.03326.0311+00326.68326.6811+50325.47325.4712+00323.26323.2612+50319.98319.9813+00316.83316.8313+50315.92315.9214+00316.13316.1314+50317.86317.8615+00318.84318.8415+50318.63318.6316+00316.78316.7816+50316.32316.3217+00315.92315.9217+50315.98315.9818+00314.85314.8518+50312.81312.8119+00309.76309.7619+50 20+00 EXISTING GRADE PROPOSED GRADE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE MH 227(0)STA: 10+76.32RIM: 321.97INV. OUT: 315.45 (MH 226(0)) - 0.3' R - 4' DIA.124.01 LF 8" PVC @ 1 . 0 1 %MH 226(0)STA: 12+00.33RIM: 322.22INV. OUT: 314.00 (MH 225(0))INV. IN: 314.20 (MH 227(0)) - 0.0' - 4' DIA.128.45 LF 8" PVC @ 0.62%MH 225(0)STA: 13+29.70RIM: 320.60INV. OUT: 313.00 (MH 224(0))INV. IN: 313.20 (MH 226(0)) - -0.4' L - 4' DIA.MH 224(0)STA: 14+03.92RIM: 319.67INV. OUT: 312.00 (MH 223(0))INV. IN: 312.20 (MH 225(0)) - 0.0' - 4' DIA.219.50 L F 8 " P V C @ 2 . 6 4 %MH 223(0)STA: 16+23.42RIM: 316.93INV. OUT: 306.00 (MH 222(0))INV. IN: 306.20 (MH 224(0))INV. IN: 306.20 (MH 234) - 0.0' - 5' DIA.96.15 LF 8" PVC @ 0.60%MH 222(0)STA: 17+19.99RIM: 315.72INV. OUT: 305.22 (MH 221(0))INV. IN: 305.42 (MH 223(0)) - 0.0' - 4' DIA.94.99 LF 8" PVC @ 0.50%MH 221(0)STA: 18+15.33RIM: 314.24INV. OUT: 304.54 (MH 220)INV. IN: 304.74 (MH 222(0)) - -1.1' L - 4' DIA.92.53 LF 8" PVC @ 0. 9 6 %MH 220STA: ???RIM: 312.95INV. OUT: 303.14 (MH 219)INV. IN: 303.66 (MH 221(0))INV. IN: 303.34 (MH 227A) - ???' ??? - 5' DIA.CB - 1238STA: 11+96.41, 10.51' LCB - 1235STA: 13+59.66, 10.50' LCB - 1233STA: 16+33.62, 10.39' LCB - 1232STA: 17+70.22, 10.45' L2.08% -2.00% -2.08% 1.25% -1.25% LVC: 75.00' AD: -0.75 K: 100.3 PVI EL: 314.97' PVI STA: 17+79.93 HIGH PT EL: 315.44' HIGH PT STA: 17+42.43 STA: 17+42.43EL: 315.44'STA: 18+17.43EL: 314.22'LVC: 75.00' AD: -2.50 K: 30.0 PVI EL: 322.87' PVI STA: 11+48.76 HIGH PT EL: 322.64' HIGH PT STA: 11+48.72 STA: 11+11.26EL: 322.40'STA: 11+86.26EL: 322.40'PVI STA: 10+00.00EL: 321.38'PVI STA: 18+94.61EL: 312.67'PVI STA: 19+07.85EL: 312.95'130.72 LF 15" R C P @ 1 . 5 6 % 74.16 LF 8" PVC @ 1 . 0 8 %STA: 19+07.85 ALLEY 4 =EL: 312.95'STA: 14+21.02 CAROLINA SPRINGS BLVDSTA: 11+72.64 STREET FSTA: 10+00.00 ALLEY 4 =EL: 321.38'WOODFIELD DEADEND ROAD (82' PUBLIC R.O.W.) ALLEY 6 (25' PUBLIC ALLEY) ALLEY 5 (25' PRIVATE ALLEY)CLUBHOUSEWWWWWWRRRRRRRRRRRRRRRWWWWWWWWWWWWWWRRRRRRWWWWWWWWWWWWR R R R R R R R R R R R R R R R R R R R R R R R R R R R RRR RRRWW W W W W W W W W W W W W W W W W W W W W W W W W WRRRRRRRR R R R R R W W W W W W W WWWWWW RRRRRRRRRRRRRRRRRRRRRRRPC: 10+84.20 PC: 14+93.07 PT: 12+52.71T T T T T T T T T T T T 858483 219 235 211 220 236 213 221 229 237 197 214 222 230 238 198 215 223 231 239 199 207 216 232 240 200 208 217 233201 209 218 226 234 210 227 65 6364 212 206 205 204 203 196 195 194 193 192 191 190 189 187 186 185 184 188 412 411 410 202 224 225 228 414 416 417 419 420 421 409 413 415 418 426 425 424 423 422 245 244 243 242 241 246 SSSS SSCB - 1217 DI - 1237 CB - 1211 CB - 1207 CB - 1210 CB - 1208 CB - 1209A CB - 1232ACB - 1240 CB - 1235 CB - 1234 CB - 1239 CB - 1231 CB - 1228A CB - 1222 CB - 713A CB - 713 CB - 712A CB - 846 CB - 850 CB - 851 CB - 844 CB - 849 CB - 848 CB - 847STREET F(55' PUBLIC ROW)ALLEY 5 (25' ACCESS EASEMENT) CB - 1229A ALLEY 4 (25' ACCESS EASEMENT) ST R E E T G (5 5 ' P U B L I C R O W ) CB - 1214A STREET F(55' PUBLIC ROW)ALLEY 8 (25' ACCESS EASEMENT) ALLEY 4 (25' ACCESS EASEMENT) WOODFIELD DEAD END ROAD (82' PUBLIC ROW) W O O D F I E L D D E A D E N D R O A D (82 ' P U B L I C R O W )TOP OF BANKPDE20' PDELE (TYP)RETAINING WALL #6WITH SAFETY RAILINGSLE (TYP)10' RETAININGWALL EASEMENTSS SS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSS SS20' PDE10+00 11+00 12+00 13+0 0 14 + 0 0 15 + 0 0 16 + 0 0 17+00 18+00 19+0019+07.85 S S CB - 1238 CB - 1235 DI - 1235A CB - 1239 CB - 1210 CB - 1211 CB - 1234 CB - 1212 DI - 1237 < S e t L a b e l S t y l e > CB - 1217 CB - 848 CB - 849 CB - 850 CB - 845 CB - 851 CB - 1233 CB - 1232 DI - 1232A CB - 1231 CB - 1232A CB - 1209A CB - 1209 CB - 1229A CB - 1228A CB - 1228 CB - 1208 315 316 31 9 315320325 31 23133143163 1 7318318318318318318318318 318318318319319319321321321321321322322322323324326310310 315320325 3 2 5 309 309 311 312313 314316317318319321322323324326326 32 0 317 317318 3193203193213223233233 2 4 324 320 321 32230' PUEMH 203 MH 203 MH 220 MH 402 MH 227(0)MH 226(0) MH 223(0) MH 224(0) MH 222(0) MH 221(0) MH 225(0) VARIABLE WIDTH PUE 3 1 2 31 3 3 1 4 31 2 313 31 3 312311 310 312 20' PDE 20' PDE Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:29:12 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.ALLEY 4 PLAN AND PROFILEC6.18 PHASE 3 PHASE 1B PH A S E 1 B PH A S E 3 PHASE 5PHASE 3PHASE 1B PHASE 3 PHASE 1A PHASE 1B DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 WWWWWWWWWWWR R R R RR RRR RRRRRRRRRRRRRRRRRRRRRRRRRW W W W W W W W W W W W W WW W W W WWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRFMFMFMFMFMRRGGGGGGGWOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T T T T T T T GT T T T T T T T T 65 73 66 6768 76 6970 6364 72 71 77 74 75 SSSSSS SS SSSSSSSS SS SS SS SS SS SSSS CB - 713A CB - 713 CB - 712A ALLEY 5(25' A C C E S S E A S E M E N T ) ALLEY 5 (25' ACCESS EASEME N T )STREET F(55' PUBLIC ROW)WOODFIELD DEAD END R O A D (82' PUBLIC ROW) DEAD END ROAD (82' PUBLIC ROW)50' DIXIE PIPELINE COMPANY R /WDB 2758, PG. 643PROPOSED TOWNPARK PROPERTY LINETEMPORARY CONSTRUCTIONLE (TYP)EXISTING BOUNDARY/WOODSCREEK ROAD CENTERLINEPROPOSED TOWNPARK PROPERTY LINEWITH SAFETY RAILINGS15 x 281' SDT 15 x 281' SDT 20' PDE20' PDEALLEY 6(25' ACCESSEASEMENT)SS SS 9+65.34 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+73.72PHASE 1 B PHASE 1B PHASE 1BPHASE 1APHASE 1BPHASE 1BCB - 1008 CB - 1007 CB - 1006 CB - 1009 YI - 1005 CB - 1004 CB-1004A CB-1016A CB - 1016 CB-1003A CB - 1003 CB - 1010CB - 1011 CB - 1012CB - 1013 CB - 1014 CB - 1014ACB - 1015A CB - 1015 CB-1006A SS30' PUEGREENWAY ENTRANCES ARE REQUIREDAT ALL INTERSECTIONS (TYP)MH 204 MH 208MH 208 MH 207MH 207 MH 206MH 206 MH 203 MH 203 MH 202MH 202 MH 205 MH 402 RRRRWWWWR R R R FM FMWOODFIELD DEAD END ROAD73 76 74 75 PROPO S E D T O W N PARK P R O P E R T Y LI N E TEMPO R A R Y C O N S T R U C TI O N 9+50 10+00 11+00 11+70 PHASE 1BPHASE 1BCB - 1008 CB - 1015A MH 208MH 208 MH 207MH 207 ALLEY 5 300 305 310 315 320 325 330 335 340 300 305 310 315 320 325 330 335 340 9+00 9+50 10+00325.65326.1910+50324.79325.1911+00322.82324.1911+50320.58323.2012+00319.50322.2012+50318.76321.2213+00318.38320.3913+50317.96319.7514+00317.73319.1314+50315.88318.5115+00317.70318.4815+50320.42319.4116+00322.25321.3016+50323.34323.3117+00324.33323.8717+50324.82323.0418+00325.39322.0418+50325.79321.0419+00 19+50 EXISTING GRADE PROPOSED GRADE 8" DIXIE GAS LINE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE MH 204STA: 16+85.76RIM: 323.78INV. OUT: 311.13 (MH 203)INV. IN: 311.33 (MH 205) - 168.5' R - 4' DIA.MH 203STA: ???RIM: 320.99INV. OUT: 309.93 (MH 202)INV. IN: 310.13 (MH 204) - ???' ??? - 4' DIA.199.90 LF 8" PVC @ 0.50% 122.88 LF 18" RCP @ 1 . 1 9 % 182.73 LF 1 5 " R C P @ 1 . 7 1 %CB - 1007STA: 13+35.34, 10.56' RCB - 1008STA: 11+53.39, 10.46' R140.45 LF 15" RCP @ 1 . 1 1 %CB - 1006STA: 14+75.79, 10.43' R18" RCPCB-1006ASTA: 14+81.89, 10.48' RCB - 1009STA: 16+04.76, 10.44' R2.00% -1.25% -2.08% 4.50% -2.01% -1.99% LVC: 150.00' AD: 5.75 K: 26.1 PVI EL: 317.64' PVI STA: 15+18.83 LOW PT EL: 318.38' LOW PT STA: 14+76.43 STA: 14+43.83EL: 318.58'STA: 15+93.83EL: 321.02'LVC: 80.00' AD: 0.74 K: 108.2 PVI EL: 320.66' PVI STA: 12+77.87 LOW PT EL: 320.16' LOW PT STA: 13+17.87 STA: 12+37.87EL: 321.45'STA: 13+17.87EL: 320.16'LVC: 100.00' AD: -6.51 K: 15.4 PVI EL: 324.59' PVI STA: 16+73.12 HIGH PT EL: 323.89' HIGH PT STA: 16+92.27 STA: 16+23.12EL: 322.34'STA: 17+23.12EL: 323.58'PVI STA: 9+92.00EL: 326.36'PVI STA: 18+73.72EL: 321.00'PVI STA: 18+62.72EL: 320.78'STA: 13+23.33 ALLEY 5 =EL: 320.09'STA: 10+10.50 STREET KALLEY 6 305 310 315 320 325 330 335 340 305 310 315 320 325 330 335 340 9+00 9+50325.27325.2710+00325.67325.6710+50325.93325.9311+00324.12324.1211+50321.46321.4612+00 12+50 EXISTING GRADE PROPOSED GRADE-2.08% -2.08%PVI STA: 10+00.00EL: 327.44'PVI STA: 11+20.00EL: 324.94'Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:30:30 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.ALLEYS 5 AND 6 PLAN ANDPROFILEC6.19 ALLEY 6 (25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 WWWWWRRRRRRRRR104 105 106100101102103 95 96 97 98 99 107 358 359 360 361 356 357 108 SSSSSSCB - 924 CB - 918 CB - 916 CB - 910 CB - 911 CB - 925VWDE LE (TYP)CB - 91710+00 11+00 12+00 13+00 14+00 14+58.88 PHASE 4 PHASE 2 325 326 3 2 7325315 314 316 315314316PT: 23+21.60MH 89MH 89 ALLEY 7 280 285 290 295 300 305 310 315 320 325 330 335 280 285 290 295 300 305 310 315 320 325 330 335 EXISTING GRADE PROPOSED GRADE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINECB - 910STA: 10+43.23, 10.57' L122.32 L F 1 8 " R C P @ 3.96%CB - 916STA: 11+65.54, 10.52' L113.82 L F 1 8" R C P @ 4.57 %CB - 918STA: 14+05.72, 10.49' LCB - 917STA: 12+79.36, 10.49' L126.36 L F 1 5 " R C P @ 3.63% -2.08%2.00% 4.50% 2.00% LVC: 75.00' AD: 2.50 K: 30.0 PVI EL: 297.64' PVI STA: 10+76.04 LOW PT EL: 296.89' LOW PT STA: 10+38.54 STA: 10+38.54EL: 296.89'STA: 11+13.54EL: 299.33'LVC: 75.00' AD: -2.50 K: 30.0 PVI EL: 310.47' PVI STA: 13+60.88 HIGH PT EL: 311.22' HIGH PT STA: 13+98.38 STA: 13+23.38EL: 308.78'STA: 13+98.38EL: 311.22'PVI STA: 10+00.00EL: 296.65'PVI STA: 14+58.88EL: 312.43'Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:31:12 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.ALLEY 7 PLAN AND PROFILEC6.20 ALLEY 7 (VARIABLE WIDTH ACCESS EASEMENT)STREET C(55' PUBLIC ROW)SEE SHEET C6.15 FOR CONTINUATIONALLE Y 1 (VARIA B L E WI D T H A C C E S S E A S E M E N T) DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 WOODFIELD DEADEND ROADRRRRRRRWWWWWWWWWRRRRRR R R R RR WRRRWWWWWWWR R R R R R R R R R R R GGGGGGTTTTTTTT85 84 83 SSSSSSSSCB - 1217 CB - 1214A 10' ASPHALT MULTI-USETRAIL (TYP)PHASE ONE TRAIL ENDS HEREDELE (TYP)RETAINING WALL #10WITH SAFETY RAILINGSSSSS10+00 11+00 11+50.26 < S e t L a b e l S t y l e > CB - 1217 PHASE 1BPHASE 1APHASE 1BPHASE 1APHASE 1BCB-1004A CB-1016A CB - 1016 CB-1003A 3 2 5 3203193213223233 2 4 320 321322 MH 205 MH 402 RRRRR R RRRRRRRRRRRWWWWWWWWW W W WWWWRRRRRRRRRRRRRRRRRRRRRRRFMRRRRRRGGGGGGGWOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYT T T T T T T T T T 807978 81 8277 SSSSSSSSSSSSSS SS STREET K(51' PUBLIC ROW)ALLEY 9 (25' ACCESS EASEMENT)ALLEY 9 (25' ACCESS EASEMENT)30' STREETSCAPEWOODFIELD DEAD END ROAD (82' PUBLIC ROW)PROPOSED5' BIKE LANE(TYP.)PARKING (TYP.)PROPOSED5' BIKE LANE (TYP.)DE10' ASPHALT MULTI-USETRAIL (TYP)20' MULTI-USE TRAILPHASE ONE TRAIL ENDS HERELE (TYP)RETAINING WALL #10WITH SAFETY RAILINGS15 x 281' SDT 15 x 281' SDT SS 9+75 10+00 11+00 12+00 13+00 13+22.02PI: 10+00.00PI: 12+97.02PHASE 1BYI - 1005 CB - 1004 CB-1004A CB-1016A CB - 1016 CB-1003A CB - 1003 CB - 1010CB - 1011 CB - 1012CB - 1013 CB - 1014 CB - 1014A CB - 1015A CB - 1015 SSMH 208MH 208 MH 207MH 207 MH 206MH 206 MH 205 ALLEY 8 305 310 315 320 325 330 335 340 305 310 315 320 325 330 335 340 9+50 10+00324.57324.5710+50322.09322.0911+00319.96319.9611+50314.66314.6612+00 12+50 EXISTING GRADE PROPOSED GRADE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE -2.08% -2.00%PVI STA: 10+00.00EL: 321.00'PVI STA: 11+50.26EL: 317.99'CB - 2061STA: ???, ???' ???EXISTING GRADE PROPOSED GRADE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE ALLEY 9 305 310 315 320 325 330 335 9+00 9+50 10+00320.76320.7610+50318.61318.6111+00315.73315.7311+50314.40314.4012+00312.51312.5112+50312.76312.7613+00312.31312.3113+50CB - 1021STA: ???, ???' ???CB - 1018STA: 11+90.64, 10.48' LCB - 1017STA: ???, ???' ???21.40 LF 24" RCP @ 1.12%DI - 1002STA: ???, ???' ???2.08%-2.08% -2.00% -5.0 0 % -2.00%2.08%-2.08% -2.00% -5.0 0 % -2.00% LVC: 80.00' AD: 3.00 K: 26.7 PVI EL: 320.12' PVI STA: 10+53.22 LOW PT EL: 319.32' LOW PT STA: 10+93.22 STA: 10+13.22EL: 322.12'STA: 10+93.22EL: 319.32'PVI STA: 9+75.00EL: 324.03'PVI STA: 12+72.02EL: 316.18'PVI STA: 11+12.50EL: 318.93'104.07 LF 18" RCP @ 1 . 1 0 % Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:32:30 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.ALLEYS 8 AND 9 PLAN ANDPROFILEC6.21STREET F(55' PUBLIC ROW)ALLEY 8 (25' ACCESS EASEMENT) WOODFIELD DEAD END ROAD (82' PUBLIC ROW) DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 RRRRRRRRWWWWWWWWW W W W W W W WWWWWWWWW RRRRRRRRRRRRRRR277 278 279 280 281 282 283 284 285 286 287 288 289 290 291292293294295296297298299300301302303304 SSSSSSSSSSSS CB - 935 DI - 964 CB - 934 CB - 944 CB - 933 CB - 932 CB - 951 CB - 931 CB - 943 CB - 904 CB - 942 CB - 905 CB - 946 CB - 945 ALLEY 11 (25' ACCESS EASEMENT)STREET C(55' PUBLIC ROW)STREET D (55' PUBLIC ROW) LANDSCAPE EASEMENT (TYP)SSSSSS10+00 11+00 12+00 13+00 14+00 14+57.23SSSS CB - 946 MH 93 MH 94 MH 354(0) VARIABLE WIDTH PDE VARIABLE WIDTH PDE ALLEY 10 280 285 290 295 300 305 310 315 320 325 9+50 10+00314.16305.9610+50314.98306.4911+00313.83306.3511+50311.77305.3612+00310.13304.3612+50307.76303.3613+00304.57301.9013+50300.83299.5414+00296.75297.0414+50286.27295.4415+00 EXISTING GRADE PROPOSED GRADE -2.00% 1.79% -5.0 0 % -2.00% 2.00% -2.00% -2.00% 1.79% -5.0 0 % -2.00% 2.00% -2.00% LVC: 78.00' AD: 3.00 K: 26.0 PVI EL: 296.36' PVI STA: 13+93.37 LOW PT EL: 295.58' LOW PT STA: 14+32.37 STA: 13+54.37EL: 298.31'STA: 14+32.37EL: 295.58'LVC: 75.00' AD: -3.00 K: 25.0 PVI EL: 303.18' PVI STA: 12+56.90 HIGH PT EL: 303.93' HIGH PT STA: 12+19.40 STA: 12+19.40EL: 303.93'STA: 12+94.40EL: 301.30'LVC: 75.00' AD: -4.00 K: 18.7 PVI EL: 306.92' PVI STA: 10+69.95 HIGH PT EL: 306.54' HIGH PT STA: 10+69.95 STA: 10+32.45EL: 306.17'STA: 11+07.45EL: 306.17'PVI STA: 10+00.00EL: 305.96'PVI STA: 10+11.00EL: 305.74'PVI STA: 14+57.50EL: 295.57'PVI STA: 14+44.45EL: 295.34'15" R C PCB - 715STA: 12+66.45, 10.51' LCB - 714STA: 14+19.34, 10.58' LALLEY 11 270 275 280 285 290 295 300 305 310 315 320 325 330 270 275 280 285 290 295 300 305 310 315 320 325 330 9+50 10+00321.44321.4410+50321.59321.5911+00318.81318.8111+50314.74314.7412+00311.94311.9412+50308.04308.0413+00303.54303.5413+50298.33298.3314+00293.66293.6614+50290.15290.1515+00 15+50 EXISTING GRADE PROPOSED GRADE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 8" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINECB - 945STA: 10+36.66, 10.57' L140.22 L F 1 8 " R C P @ 2 . 8 6 %CB - 944STA: 11+76.88, 10.49' L122 . 2 0 L F 1 8 " R C P @ 5 . 4 3 %CB - 943STA: 12+99.08, 10.57' L11 6 . 2 0 L F 2 4 " R C P @ 6 . 1 2 %CB - 942STA: 14+15.28, 10.64' L-2.08%-2.00% 2.08% -5.2 5 % -2.00% LVC: 90.00' AD: 3.25 K: 27.7 PVI EL: 293.93' PVI STA: 13+88.78 LOW PT EL: 293.03' LOW PT STA: 14+33.78 STA: 13+43.78EL: 296.29'STA: 14+33.78EL: 293.03'LVC: 75.00' AD: -3.25 K: 23.1 PVI EL: 311.18' PVI STA: 10+60.13 HIGH PT EL: 311.93' HIGH PT STA: 10+22.63 STA: 10+22.63EL: 311.93'STA: 10+97.63EL: 309.21'PVI STA: 10+00.20EL: 312.38'PVI STA: 14+57.23EL: 293.09'PVI STA: 14+44.23EL: 292.82'MH 94STA: 42+47.69RIM: 299.19INV. OUT: 282.50 (MH 93)INV. IN: 282.70 (MH 95) - -170.4' L - 4' DIA.MH 93STA: 42+47.79RIM: 293.09INV. OUT: 281.40 (MH 92)INV. IN: 281.60 (MH 94)INV. IN: 282.11 (MH 93A) - 0.0' - 4' DIA.170.38 LF 8" DIP @ 0.53% W W W W W W W W W W W W W W WRRRRRRRRRRRRR R R R R R R R R R R R R R WWWWW49 4647 4548505152 53 54 55 56 57 58 5959 60 61 62 SSSSSSSSSSSSSS SS CB - 707 CB - 717ACB - 717 CB - 705 CB - 708A CB - 702 CB - 708 CB - 707A CB - 706 CB - 704 CB - 703 CB - 715 DI - 803 DI - 852 JB - 802 STREET F (55' PUBLIC R O W ) ALLEY 10 (25' ACCESS EASEMENT) STREET F (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP)30' DE PDE 20' DE PDE 20' DE PARK PROPERTY LINE PDE LE (TYP) 30' DE 30' DE 20' DE LANDSCAPE EASEMENT (TYP)10+0011+0012+00 13+00 14+00 14+57.50 CB - 714 CB - 702 PHASE 2PHASE 1AMH 201 AMH 201 A MH 200 (5' DIA)MH 200 (5' DIA) Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:33:47 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.ALLEYS 10 AND 11 PLANAND PROFILEC6.22 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 GREENWAY - PH 1-5 280 285 290 295 300 305 310 315 320 325 330 335 280 285 290 295 300 305 310 315 320 325 330 335 10+00307.55307.5510+50305.48305.4811+00309.33309.3311+50312.53312.5312+00316.37316.3712+50319.98319.9813+00322.47322.4713+50323.45323.4514+00323.92323.9214+50322.62322.6215+00320.95320.9515+50319.10319.1016+00317.05317.0516+50315.44315.4417+00311.45311.4517+50307.05307.0518+00301.34301.3418+50299.47299.4719+00300.55300.5519+50298.59298.5920+00300.92300.9220+50303.56303.5621+00305.20305.2021+50305.17305.1722+00305.49305.4922+50306.02306.0223+00308.72308.7223+50310.62310.6224+00310.96310.96CB - 1016STA: 12+89.23, 15.94' LCB-1016ASTA: ???, ???' ???CB - 1009STA: 14+87.66, 23.94' LEXISTING GRADE PROPOSED GRADE 12" DIP WATER MAIN 6" C900 PVC RECLAIM WATERLINE 8" DIXIE GAS LINE 38.98 LF 15" RCP @ 1.00%CB-1016ASTA: ???, ???' ???-2.00% 5.00% 2.00%-2.00% -1.00% -2.08% -2.00% 4.00% 1.00% -8. 0 0 % 2.00%1.00% -3.50 % 2.00%7.57%-1.00% LVC: 50.00' AD: 7.00 K: 7.1 PVI EL: 309.28' PVI STA: 10+54.37 LOW PT EL: 309.64' LOW PT STA: 10+43.68 STA: 10+29.37EL: 309.78'STA: 10+79.37EL: 310.53'LVC: 30.00' AD: 2.57 K: 11.7 PVI EL: 318.30' PVI STA: 12+34.63 LOW PT EL: 317.55' LOW PT STA: 12+19.63 STA: 12+19.63EL: 317.55'STA: 12+49.63EL: 319.43'LVC: 50.00' AD: 6.00 K: 8.3 PVI EL: 302.05' PVI STA: 18+12.35 LOW PT EL: 301.55' LOW PT STA: 18+37.35 STA: 17+87.35EL: 304.05'STA: 18+37.35EL: 301.55'LVC: 50.00' AD: 6.00 K: 8.3 PVI EL: 299.22' PVI STA: 19+53.39 LOW PT EL: 299.56' LOW PT STA: 19+45.05 STA: 19+28.39EL: 299.72'STA: 19+78.39EL: 300.23'LVC: 50.00' AD: 1.00 K: 50.1 PVI EL: 305.40' PVI STA: 22+40.26 LOW PT EL: 305.15' LOW PT STA: 22+15.26 STA: 22+15.26EL: 305.15'STA: 22+65.26EL: 305.90'LVC: 50.00' AD: -4.50 K: 11.1 PVI EL: 314.15' PVI STA: 16+61.09 HIGH PT EL: 315.02' HIGH PT STA: 16+36.09 STA: 16+36.09EL: 315.02'STA: 16+86.09EL: 312.15'LVC: 50.00' AD: -4.00 K: 12.5 PVI EL: 307.86' PVI STA: 23+63.15 HIGH PT EL: 307.61' HIGH PT STA: 23+63.13 STA: 23+38.15EL: 307.36'STA: 23+88.15EL: 307.36'LVC: 20.00' AD: -2.00 K: 10.0 PVI EL: 321.43' PVI STA: 13+89.05 HIGH PT EL: 321.38' HIGH PT STA: 13+89.06 STA: 13+79.05EL: 321.33'STA: 13+99.05EL: 321.33'LVC: 50.00' AD: -3.00 K: 16.6 PVI EL: 303.63' PVI STA: 20+63.51 HIGH PT EL: 303.88' HIGH PT STA: 20+88.51 STA: 20+38.51EL: 302.63'STA: 20+88.51EL: 303.88'PVI STA: 10+00.00EL: 310.37'PVI STA: 14+69.23EL: 320.63'PVI STA: 12+67.72EL: 320.80'15" R C P 18" RCPSTA: 13+08.73 GREENWAY - PH 1-5 =EL: 320.90'STA: 15+93.36 STREET BSTA: 15+80.82 ALLEY 5STA: 14+77.23 GREENWAY - PH 1-5 =EL: 320.47'STREET F (55' PUBLIC ROW)ALLEY 5(25' PRIVATE ALLEY)RR R R R R R W W W W W W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R WWWWWWWWWWWWWWWWWRRRRRRRRRRRRRG G G G G G G G G G G G G G G G G G G G G G G G G G RGTTTT TTT85 84 83 18 19 20 22 23 49 4647 65 66 67 68 63 64 45 82 48505152 21 SSSS SSSSSSSSSS SSSSSSSSSS SS CB - 1217 CB - 713A CB - 713 CB - 709 CB - 718 DI 718A STREET F (55' PUBLIC ROW) STREET F (55' PUBLIC R O W )ALLEY 5(25' ACCESS EASEMENT)(25' ACCESS EASEMENT)(55' PUBLIC ROW)(55' PUBLIC ROW)ALLEY 8(25' ACCESS EASEMENT)STREET C(55' PUBLIC ROW)PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP)WOODFIELDDEAD END ROAD(82' PUBLIC ROW)50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) PROPOSED 5' BIKE LANE (TYP.) PARKING (TYP.) 10' ASPHALT MULTI-USE TRAIL (TYP) PHASE ONE TRAIL ENDS HERE DE 20' PDE PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) LE (TYP) PROPOSED TOWN PARK PROPERTY LINE PROPOSED TOWN PARK PROPERTY LINE SCM ACCESS AND MAINTENANCE EASEMENT PUBLIC 10' ASPHALT MULTI-USE TRAIL (TYP)PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) RETAINING WALL #10 WITH SAFETY RAILINGS TOP OF BANK 20' PDE 20' PDESSSS SSSS10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0019+0020+00 21+00 22+0023+00 24+00 25+00 26+00 CB - 1217 PHASE 1B PHASE 1A PHASE 1B PHASE 1APHASE 1BCB - 1009 YI - 1005 CB - 1004 CB-1004A CB-1016ACB - 1016 CB-1003A CB - 1003 CB-1006A 3 2 0 3 1 9 321 3203213 2 2 30' PUE GREENWAY ENTRANCES ARE REQUIRED AT ALL INTERSECTIONS (TYP) MH 204 MH 203 MH 203 MH 202MH 202 MH 205 MH 402 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:34:33 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.GREENWAY PLAN ANDPROFILEC6.23SEE SHEET C6.24 FOR CONTINUATIONDocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 GREENWAY - PH 1-5 250 255 260 265 270 275 280 285 290 295 300 305 310 315 250 255 260 265 270 275 280 285 290 295 300 305 310 315 24+00310.96310.9624+50309.63309.6325+00306.94306.9425+50303.62303.6226+00303.60303.6026+50300.95300.9527+00290.91290.9127+50283.82283.8228+00276.24276.2428+50269.84269.8429+00263.86263.8629+50263.86263.8630+00263.09263.0930+50264.20264.2031+00264.50264.50EXISTING GRADE PROPOSED GRADE 2.08%-2.08%2.00% -4.8 4 % -2.00% -7. 6 3 % -2.00% -7. 7 5 % LVC: 20.00' AD: 2.79 K: 7.2 PVI EL: 274.22' PVI STA: 29+81.87 LOW PT EL: 273.74' LOW PT STA: 29+91.87 STA: 29+71.87EL: 274.98'STA: 29+91.87EL: 273.74'LVC: 20.00' AD: -9.75 K: 2.1 PVI EL: 305.46' PVI STA: 25+60.94 HIGH PT EL: 305.30' HIGH PT STA: 25+55.04 STA: 25+50.94EL: 305.26'STA: 25+70.94EL: 304.69'PVI STA: 25+08.87EL: 304.94'PVI STA: 25+21.87EL: 305.21'PVI STA: 25+34.87EL: 304.94'PVI STA: 27+75.40EL: 288.84'PVI STA: 27+95.40EL: 288.44'PVI STA: 30+45.37EL: 271.15'8" PVCSTA: 25+21.87 GREENWAY - PH 1-5 =EL: 305.21'STA: 27+29.98 STREET C~STA. 29+95 END CONSTRUCTION SEE CAROLINA SPRINGS BRIDGE AND BOARDWALK PLANS FOR CONTINUATION TOHS #17-29-04RRRRRRRRRRRRRRRRRRRWWWWWWWG G G G G G G G G G G G G G R19 20 22 23 46 45 21 24 25 SSSSSSSSSSSSCB - 718 DI 718A STREET C(55' PUBLIC ROW)10' ASPHALT MULTI-USE TRAIL (TYP) 20' MULTI-USE TRAIL EASEMENT (TYP) FLOODWAY 20' PDE 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT FEMA 100 YEAR FLOODPLAIN SCM ACCESS AND MAINTENANCE EASEMENT SSSS24+00 25+00 26+00 27+ 0 0 2 8 + 0 0 29+0030+00 31+00 32+00 MH 82MH 82 MH 81MH 81 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:35:16 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.GREENWAY PLAN ANDPROFILEC6.24SEE SHEET C6.23 FOR CONTINUATIONDocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 250 255 260 265 270 275 280 285 290 295 300 305 250 255 260 265 270 275 280 285 290 295 300 305 24+60268.1425+00268.8625+50267.4426+00269.1626+50269.5327+00270.3727+50268.9128+00273.4328+50275.7529+00277.5129+50277.7930+00276.7730+50275.2231+00275.0731+50273.6632+00272.8232+50273.2433+00275.2833+50274.4934+00278.9734+50279.1435+00288.8335+50293.6836+00298.36MH 9STA: 24+80.95RIM: 270.48INV. IN: 253.14INV. IN: 253.14INV. OUT: 252.94(MH 80)(MH 33)(MH 8)188.8 6 L F 8" P V C @ 4. 9 0 % 99.58 LF 8" PVC @ 0.50%MH 81STA: 27+69.38RIM: 271.06INV. IN: 263.30INV. OUT: 263.10(MH 82)(MH 80)173.60 LF 8" PVC @ 0.56% 304.34 LF 8" PVC @ 0.50%MH 84STA: 32+47.33RIM: 275.21INV. IN: 266.20INV. OUT: 266.00(MH 85)(MH 82)142.72 LF 8" PVC @ 0.77% 89.06 LF 8" PVC @ 0.56%MH 85STA: 33+89.91RIM: 281.97INV. IN: 267.80INV. IN: 268.00INV. OUT: 267.30(MH 85A)(MH 200 (5' DIA))(MH 84)MH 85ASTA: 34+78.97RIM: 287.78INV. IN: 268.50INV. OUT: 268.30(MH 86)(MH 85)84.34 LF 8" PVC @ 8.60 %MH 86STA: 35+63.31RIM: 294.13INV. IN: 275.95INV. OUT: 275.76(MH 87)(MH 85A)MH 80STA: 26+69.80RIM: 271.36INV. IN: 262.60INV. OUT: 262.40(MH 81)(MH 9)MH 82STA: 29+42.98RIM: 280.00INV. IN: 264.48INV. OUT: 264.28(MH 84)(MH 81)EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE 100 YEAR FLOOD PLAIN 3' MIN 64' 18" STEEL ENCASEMENT PER TOHS607 FOR STREAM CROSSINGR RRRRRRRRRRRRWWWWWWRRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R RRRRRRRRRRRRRRRRRRRRRRRRRRRWWWWWWWWWWW W WWWWWW W WWWWWWW WWWWWWWWWWWWWWWWWRRRRRGGGGGGGGGR 95 96 97 166 167 168 161 162 170 163 166 167 168 161 162 170 163 95 96 97 166 167 168 161 162 170 163 95 96 97 15 16 17 1811 1912 20 13 14 33 32 23 15 16 17 1811 19 12 20 13 14 33 32 23 171 171 169 169 165 165 164 164 160 160 159 159 31 24 24 25 25 26 26 27 27 28 28 29 29 30 30 90 91 92 86 87 88 89 90 91 92 86 87 88 89 62 62 180 182 181 179 172 174 176 175 173 180 182 181 179 172 174 176 175 173 180 182 181 179 172 174 176 175 173 177 177 178 178 183 183 SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS S S S S SS SS SSSSSSSSMH 87A MH 200 (5' DIA) MH 86 MH 87 MH 80 MH 81 MH 85 MH 82 MH 84 MH 9 18" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC8" PVC 8 " PVC 8" P V C 8 " P V C 8" P V C 8" PVCSSSSSSSSSSSSSSSSSSSSSSSSSSMH 352 MH 362 MH 361 MH 360MH 359 MH 351 8" DI P 8" PVC8" PVC 8" PVC 8" PVC 8" PVC 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+0034+00 35+00 3 6 + 0 0 3 7 + 0 0 38 + 0 0 39 + 0 0 40 + 0 0PI: 24+80.95PI: 26+69.80PI: 27+69.38PI : 29+42 .98PI: 32+47.33PI: 3 3 + 8 9 . 8 5 PI: 34+78.97PI: 35+63.31 PI: 36 +45.75 PI: 37 +53.28PI: 39+19.421 0 + 0 0 1 1 + 0 012+00PI: 11+53.49 ROAD C (55' PUBLIC ROW) FLOODWAY 10' ASPHALT MULTI-USE TRAIL (TYP) FEMA 100 YEAR FLOODPLAIN CAROLINA SPRINGS BOULEVARD(82' PUBLIC ROW)SCM 7 WET DETENTION POND 8" SEWER OUTFALL (TYP) 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT 30' PUBLIC GREENWAY EASEMENT (TYP) WETLANDS (TYP) TOP OF BANK (TYP.)ALLEY 5(25' ACCESS EASEMENT)SS269.668435267.96267.94266.66266.92264.81MH 85A BOARDWALK TO BE INSTALLED AS PART OF TOHS #17-29-04SSSSSSSSSSSSSSSS SSSSSSSS108°159°108°119°GREENWAY ENTRANCE PER DETAIL HS341 ON SHEET C8.1 (TYP)118°166°Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.25-C6.28 UTILITY PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:38:55 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.SS OUTFALL 1 PLAN ANDPROFILEC6.25 NOTE: 1. MANHOLES LOCATED WITHIN FLOOD PLAIN AREAS ON OUTFALLS AND WITHIN ANY AREAS OF HIGH GROUNDWATER SHALL BE WATERPROOFED PER TOWN OF HOLLYSPRINGS STANDARDS AND SPECIFICATIONS. 2. ALL MANHOLES ARE 4' DIAMETER UNLESS OTHERWISE NOTES. 3. SEWER 14' AND DEEPER SHALL HAVE SPECIAL BEDDING. 4. MAXIMUM CROSS SLOPE OF 6:1 FOR ALL OUTFALLS. SEWER OUTFALL PART ON THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE CONSTRUCTION DRAWINGS DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 265 270 275 280 285 290 295 300 305 265 270 275 280 285 290 295 300 305 MH 200 (5' DIA)STA: 11+53.49RIM: 298.92INV. IN: 283.50INV. OUT: 282.50(MH 201 A)(MH 85)152.29 LF 8" PVC @ 9.52 %MH 85STA: 10+01.19RIM: 281.97INV. IN: 267.80INV. IN: 268.00INV. OUT: 267.30(MH 85A)(MH 200 (5' DIA))(MH 84)9+50 10+00279.88279.8810+50286.31286.3111+00291.33291.3311+50295.74295.7412+00299.41299.41EXISTING GRADE PROPOSED GRADE 30" RCP EXISTING GRADE PROPOSED GRADE 300 305 310 315 320 325 330 300 305 310 315 320 325 330 9+50 10+00316.15316.1510+50313.99313.9911+00310.99310.9911+50 12+00 131.69 LF 8" PVC @ 0.70%MH 234STA: 11+31.69RIM: 320.01INV. IN: 311.62INV. OUT: 311.42(MH 235)(MH 223)MH 223STA: 10+00.00RIM: 319.50INV. IN: 310.50INV. IN: 310.50INV. OUT: 310.30(MH 224)(MH 234)(MH 222)EXISTING GRADE 295 300 305 310 315 320 295 300 305 310 315 320 MH 97STA: 10+00.00RIM: 313.08INV. IN: 300.95INV. OUT: 300.75(MH 224)(MH 96)35.22 LF 8" PVC @ 1.0 0 %MH 224STA: 10+35.22RIM: 308.93INV. OUT: 301.30(MH 97)9+50 10+00311.08311.0810+50 11+00WWRRR R R R R RRRRRR WWWWWW W W 86 86 60 60 61 61 62 62SSSSSSSSSS SSSSSSMH 200 (5' DIA) MH 86 MH 85 MH 84 8" PVC8" PVC8" PVC SS32+0033+0034+0035+0036+00 PI: 3 2 + 4 7 . 3 3 PI: 33 + 8 9. 8 5 PI : 3 4 + 7 8 . 9 7 PI: 3 5 + 6 3 . 3 1 10+00 11+00 PI: 11+53.49FLOODWAYSCM 7 WET DETENTION PONDTOP OF BANK (TYP.)8435MH 85A 108°159°108°119°118°RRRWRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWWWRRRRRRRPC: 10+84.20 PC: 14+93.07 PT: 12+52.71 235 236 229 237 197 230 238 198 231 239 199 232 240 200 233 201 226 234 227 235 236 229 237 197 230 238 198 231 239 199 232 240 200 233 201 226 234 227 235 236 229 237 197 230 238 198 231 239 199 232 240 200 233 201 226 234 227 196 196 195 195 194 194 193 193 192 192 191 191 190 190 189 189 187 187 186 186 185 185 184 188 188 202 202 225 225 228 228 244 243 242 241 244 243 242 241 245 244 243 242 241SSSSSSSSSS SSSSSSSSSSSSMH 224 MH 235 MH 223 MH 234 MH 227 (5' DIA) MH 221 MH 222 8" PVC 8" PVC8" PVC8" PVC8" PVC8" PVC8" PVCSS10+00 11+00 11+31.69 SSSSSSSSSSSSSSSSSSSSSSSSSSR R R R R WWWWWWWWW W W W W W RRRRRRRR277 277 278 278 279 279 280 280 274 275 276 274 275 276 274 275 276 308 307 306306308307 306308307 305 305 SSSSSSSSMH 97 MH 968" PVCSSSSSS MH 968" PVC MH 224 51+0052+0053+0053+61.18 PI: 51+56.36 PI: 53+25.96 10+00 10+35.22 SSSSSS Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.25-C6.28 UTILITY PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:40:42 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.SS OUTFALLS PLAND ANDPROFILEC6.26 NOTE: 1. MANHOLES LOCATED WITHIN FLOOD PLAIN AREAS ON OUTFALLS AND WITHIN ANY AREAS OF HIGH GROUNDWATER SHALL BE WATERPROOFED PER TOWN OF HOLLYSPRINGS STANDARDS AND SPECIFICATIONS. 2. ALL MANHOLES ARE 4' DIAMETER UNLESS OTHERWISE NOTES. 3. SEWER 14' AND DEEPER SHALL HAVE SPECIAL BEDDING. 30' PUBLIC GREENWAY EASEMENT (TYP)STREET G(55' PUBLIC ROW)ROAD C(55' PUBLIC ROW) STREET M (51' PUBLIC ROW)STREET R(55' PUBLIC ROW)ALLEY 6(25' ACCESS EASEMENT)30' PUE DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 265 270 275 280 285 290 295 300 305 310 315 320 325 330 335 265 270 275 280 285 290 295 300 305 310 315 320 325 330 335 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 4.5' MIN 4.5' MIN EXISTING GRADE 12" C900 PVC RECLAIM WATER LINE EXISTING GRADE 50' RIGHT EXISTING GRADE 20' LEFT EXISTING GRADE 12" DIP WATERMAIN EXISTING GRADE 50' RIGHT (1) 12" x 8" TEE (2) 12" GV (1) 8" GV FHA (TYP) (1) 12"x6" TEE (2) 12" GV (1) 6" GV 4.5' MIN 4.5' MIN 4.5' MIN 4.5' MIN PROPOSED GRADE 50' RIGHT PROPOSED GRADE PROPOSED GRADE 20' LEFT PROPOSED GRADE 50' RIGHT PROPOSED GRADE PROPOSED GRADE 20' LEFT 12" C900 PVC RECLAIM WATER LINE 2" BLOW OFF ASSEMBLY WITH 12" GATE VALVE 12" DIP WATERMAIN 2" BLOW OFF ASSEMBLY WITH 6" GATE VALVE 3.5' SIGHT ELEV. 3.5' SIGHT ELEV.ØØØØØØØØØØØØØØØØØØØØØ Ø VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =507'RRRWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMTTTTTT76 76 75 75RRRRR WWWWWWWRRRRXXXXXXXXXXXXXX SSMH 208 MH 2078" PVCSSSS2 8 + 0 028+98.21PI: 28+31.16(1) 12"X8" TEE (2) 12" GV (1) 8" GV) 15'X10' RECEIVING PIT BORE AND JACK 65' OF 8" DIP WATER LINE WITH AN 20" STEEL ENCASEMENT PIPE 12' EXISTING LANE WIDTHSR 1154 - WOODS CREEK ROAD (EXISTING 60' PUBLIC R/W DB 9264 PG 295) 60' EXISTING R/W TEMPORARY CONSTRUCTION EASEMENT FORCEMAIN TO TIE INTO MH 378 AS A SEPARATE PROJECT FOR E51 PUD BOUNDARY FHA (TYP) TEMPORARY CONSTRUCTION EASEMENT PROPOSED 12" PVC RECLAIMED WATER LINE (TYP) PROPOSED 12" DIP WATER LINE (TYP)12' EXISTING LANE WIDTH TEMPORARY CONSTRUCTION EASEMENT PROPOSED VARIABLE WIDTH UTILITY EASEMENT THIS SECTION OF WATERMAIN TO BE CONSTRUCTED WITH THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE PLANS 12' EXISTING LANE WIDTH FHA (TYP)PUBLIC UTILITY EASEMENT THIS SECTION OF WATERMAIN AND RECLAIMED WATERMAIN TO BE CONSTRUCTED WITH THE CAROLINA SPRINGS BLVD AND INFRASTRUCTURE PLANS BLOWOFFS TO BE REMOVED AND WATERLINES EXTENDED 20' PUEROAD C(55' PUBLIC ROW)15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00PCC: 15+91.08PCC: 21+19.10PRC: 26+50.99(1) 12"X6" TEE (2) 12" GV (1) 6" GV 30'X10' BORE PIT FHA (TYP)278.977TEMPORARY BLOW-OFF ASSEMBLY TEMPORARY BLOW-OFF ASSEMBLY MH 378 ROAD WIDENING AND STORM DRAINAGE IS PART OF A SEPARATE PROJECT BY RKA ROAD WIDENING AND STORM DRAINAGE IS PART OF A SEPARATE PROJECT BY RKA 10' WL - R/W 8.6' WL - BC 30' STREETSCAPE0.72' RWL - R/W11.5' RWL - BC6.74' FM - R/W 5.55' FM - BC PROPOSED RIGHT OF WAY 8" PVC FORCEMAIN TO TIE INTO MH 378 AS PART OF A SEPARATE PROJECT TOHS #17-29-PSS Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.25-C6.28 UTILITY PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:41:29 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.WOODS CREEK RD UTILITYPLAN AND PROFILEC6.27SEE C6.28 FOR CONTINUATIONWOODFIELD DEADEND ROAD60' PUBL IC R IGHTOF WAY NOTE: BLOW-OFFS SHALL BE DIRECTED IN A NON-EROSIVE MANNER TO A STABILIZED GRASS AREA AT LEAST 50 FT. FROM A JURISDICTIONAL FEATURE OR DIRECTED INTO THE CLOSEST SANITARY SEWER MANHOLE. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 300 305 310 315 320 325 330 335 340 345 350 300 305 310 315 320 325 330 335 340 345 350 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 4.5' MIN EXISTING GRADE 12" DIP WATERMAIN EXISTING GRADE 50' RIGHT AIR RELEASE VALVE 2" BLOW OFF ASSEMBLY WITH 12" GATE VALVE 4.5' MIN 4.5' MIN 4.5' MIN 4.5' MIN 4.5' MIN EXISTING GRADE 20' LEFT FHA (TYP) 2" BLOW OFF ASSEMBLY WITH 12" GATE VALVE 12" C900 PVC RECLAIM WATER LINE PROPOSED GRADE 50' RIGHT PROPOSED GRADE 20' LEFT PROPOSED GRADE 50' RIGHT PROPOSED GRADE 20' LEFT AIR RELEASE VALVE 6' MIN DEPTH FOR ARV REVLAIM TO BE DIP WHEN CROSSING OVER WATER 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø (1) 12" x 8" TEE (2) 12" GV (1) 8" GV (1) 12"x6" TEE (2) 12" GV (1) 6" GV 3.5' SIGHT ELEV.ØØVERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =588'RRWWWWWWWWWWWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYTTTTTTTTTTTTTTT76 76 75 75 SSMH 208 8" PVC28+98.212 6 + 0 0 27 + 0 0 28+0 0 29+00 30+00 31+00 32+00 33+00 34+00PRC: 26+50.99PT: 28+98.35PC: 30+74.98PT: 32+97.27PC: 34+02.108" PVC FORCEMAIN TO TIE INTO MH 378AS PART OF A SEPARATE PROJECTAIR RELEASE VALVE PUBLIC UTILITY EASEMENT PROPOSED WATERLINE ENDS HERE FOR THIS PHASE (1) 2" BOA (1) 12" GV (1) 2" BOA (1) 6" GV Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.25-C6.28 UTILITY PLAN AND PROFILES.dwg- Wednesday, May 12, 2021 6:42:12 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT.WOODS CREEK RD UTILITYPLAN AND PROFILE CONT.C6.28 FORCEMAIN TO TIE INTO MH 378 AS A SEPARATE (FUTURE) PROJECT SR 1154 - WOODS CREEK ROAD (EXISTING 60' PUBLIC R/W DB. 9264 PG. 295) 30' STREETSCAPEWOODFIELDDEAD END ROAD(60' PUBLIC ROW)SEE C6.27 FOR CONTINUATIONARV NOTE: BLOW-OFFS SHALL BE DIRECTED IN A NON-EROSIVE MANNER TO A STABILIZED GRASS AREA AT LEAST 50 FT. FROM A JURISDICTIONAL FEATURE OR DIRECTED INTO THE CLOSEST SANITARY SEWER MANHOLE. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 0+001+001+14.110+001+001+89.38SSSSSSSSSSSSSSSSSSSSS S13+0014+0015+00S S S S S S S S S S S S RRRRRRRRRRRRRRWW W W W W W WETLAND AREA W20 (LINEAR WETLAND)XXXXXXXXXXXX4 8 " R C P FES - 601 CB - 602 30" RCP30" RCPCB - 610 CB - 610A15" RCP1 8 " R C P CB - 611 CB - 611A 60" RCP18" RCP30" RCP10'275 275275270 265265 2 6 0 280 275275275270275FES 6 RISER 6 SHALLOW WATER FOREBAY SHALLOW LAND DEEP POOL TOP O F DAM = 2 7 2 . 0 0 SCM MAINTENANCE AND ACCESS EASEMENT RIPRAP DISSIPATOR L=15', W =7.5' 18" DEEP CLASS "B" (d50 = 6") PROPOSED 100 YEAR FLOODLINE EXISTING 100 YEAR FLOODLINE 6' TRAIL 265265265270 2702702702702702702 7 5 27 5 27 5 28 0 280MH 3 MH 5 100 YR FUTURE FLOOD LINE PER EFFECTIVE FEMA 100 YR FLOOD LINE PER EFFECTIVE FEMA 100 YR FUTURE FLOOD LINE PER CLOMR #21-04-0978R 100 YR FLOOD LINE PER CLOMR #21-04-0978R 260 265 270 275 260 265 270 275 -0+50 0+00 0+50 1+00 1+50 55.49 LF 30" RCP @ 0.90% 10' MIN TOP OF DAM ELEV. 272 DEEP POOL NORMAL POOL = 266.5 EXISTING GRADE PROPOSED GRADE CONTRACTOR TO EXCAVATE TO PROVIDE POSITIVE DRAINAGE3:13:1RIPRAP DISSIPATOR #78 WASHED STONE BEDDING FILTER DIAPHRAGM SEE DETAIL SHEET C7.6 CONCRETE CRADLE SEE DETAIL SHEET C7.6 6' WIDE TRAIL ON TOP OF DAM 100 YR PEAK WSE = 270.33 SCM #6 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" SOUTHWESTNORTHEAST 4" PVC ORIFICE PIPE INVERT 4" BOTTOM DRAIN INVERT RISER CREST 12" (MIN) NORTHWESTSOUTHEAST 12" (MIN) NORMAL POOL GROUT12"GROUT GROUT GROUT 30" OUTLET INVERT: 263.00 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. OPEN MANHOLE STEPS 30" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 269.0 NORMAL POOL ELEVATION 266.50 12"12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C7.6)12"(MIN)HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 2.0" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C7.6) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEET C7.6) CONSTRUCTION JOINT AT PIPE JOINT SCM 6 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0"6"BALLAST CONCRETE 1.0 CUBIC YARDS REQUIRED INVERT OUT = 263.00 6"W x 15"H WEIR CREST ELEVATION 267.75 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 2.0" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 6 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" BALLAST CONCRETE Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.0 - C7.6 SCM.dwg- Wednesday, May 12, 2021 6:45:50 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION SCM 6 PLAN SCM 6 PROFILE WATER QUALITY ELEVATION = 267.75 NORMAL POOL ELEVATION = 266.50 TOP SOIL LAYER = 4"MIN CLAY LINER = 8"MIN (SEE SPECIFICATIONS)FOREBAY &DEEP POOL-6" TO -30"SHALLOW WATERWATER DEPTH0" TO -6"SHALLOW LANDWATER DEPTH0" TO +15"STORMWATER WETLAND GRADING DETAIL NOT TO SCALE STORMWATER WETLAND STORMWATER CONTROL MEASURE (SCM) NOTES: 1.ANY DISCREPANCIES IN THE PLANS, DISCOVERED PRIOR TO OR DURING CONSTRUCTION, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (i.e, MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, WHICH ARE HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.THE FOLLOWING IS TYPICAL OF THE STANDARDS FOR PLACEMENT OF EMBANKMENT FILL USED IN SCMS. THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS MAY SUPERCEDE THESE TYPICAL REQUIREMENTS.: ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER WITH A MAXIMUM PARTICLE SIZE OF 3 INCHES OR LESS IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. THE MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SQUARE FEET PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. THE MINIMUM COMPACTION SHOULD BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT TO WITHIN 3 FEET OF THE FINAL GRADE. 6.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 7.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C7.6 8.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEET L1.8 FOR FURTHER PLANTING DETAILS. 9.IF THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 10.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 11.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 12.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 13.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·FOREBAY & DEEP POOL BOTTOM ELEVATION =262.0 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =266.50 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION (266.5) =12,906 SF ·WEIR CREST ELEVATION=267.75 FT ·RISER CREST ELEVATION=269.00 FT ·MINIMUM SURFACE AREA AT WATER QUALITY ELEVATION (267.75) =19,700 SF ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =272.0 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.8). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQ. FT.). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY.SCM 6 PLAN & DETAILSC7.0 GRAPHIC SCALE 1 inch = 40 ft. 40 0 20 40 80 00 PROFILE VIEW GRAPHIC SCALE 40220 1" = 20' HORZ. 1" = 2' VERT. LEGEND SHALLOW LAND 266.50-267.75 SHALLOW WATER 265.00-266.50 FOREBAY 262.00-265.00 DEEP POOL 262.00-265.00 DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 0+00 1+00 1+12.94 SSSSSSSSSSSS SS SSSSSSSSSS 28+0029+0030+0031+00PC: 28+22.70 PT: 28+80.06 PC: 30+64.95 W W W WRR RRRRRRRRRRRRRR R R WWWWWWWWG G G G G G G G G FES - 701 3 6 " R C P CB - 70236" RCP CB - 703 30" RCPCB - 704 30" RCPCB - 705 30" RCPCB - 706 18 " R C P CB - 717A15" RCP CB - 717 30" RCP CB - 714 3002 9 5 2902852952 8 0 2752752802 8 5 29 5 295290280 2752 8 5 2 8 5285290 10' RISER 7 FES 7 SHALLOW WATER FOREBAY SHALLOW LAND DEEP POOL TOP OF DAM = 289.00SCM MAINTENANCE AND ACCESS EASEMENT RIPRAP DISSIPATOR L=15', W =7.5' 18" DEEP CLASS "B" (d50 = 6") DEEP POOL 275280280 285285 285285 285285290 290290295295 295 300 300 300 300305 MH 84 MH 85 100 YR FUTURE FLOOD LINE PER EFFECTIVE FEMA 100 YR FLOOD LINE PER EFFECTIVE FEMA 100 YR FUTURE FLOOD LINE PER CLOMR #21-04-0978R 100 YR FLOOD LINE PER CLOMR #21-04-0978R 275 280 285 290 275 280 285 290 -0+50 0+00 0+50 1+00 1+50 55.14 LF 30" RCP @ 1.81% 10' MIN TOP OF DAM ELEV. 289 DEEP POOL NORMAL POOL = 283.5 EXISTING GRADE PROPOSED GRADE CONTRACTOR TO EXCAVATE TO PROVIDE POSITIVE DRAINAGE3:13:1RIPRAP DISSIPATOR #78 WASHED STONE BEDDING FILTER DIAPHRAGM SEE DETAIL SHEET C7.6 CONCRETE CRADLE SEE DETAIL SHEET C7.6 100 YR PEAK WSE = 287.30 30" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 287.0 NORMAL POOL ELEVATION 283.50 12"12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C7.6)12"(MIN)HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 1.5" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C7.6) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEET C7.6) CONSTRUCTION JOINT AT PIPE JOINT SCM 7 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0"6"BALLAST CONCRETE 1.2 CUBIC YARDS REQUIRED INVERT OUT = 279.50 6"W x 27"H WEIR CREST ELEVATION 284.75 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, 30" 'O-RING' GASKETED CLASS III RCP 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 1.5" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 7 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" 6"W x 27"H WEIR BALLAST CONCRETE SCM #7 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" EASTWEST 4" PVC ORIFICE PIPE INVERT 4" BOTTOM DRAIN INVERT RISER CREST 12" (MIN) NORTHSOUTH 12" (MIN) NORMAL POOL GROUT12"GROUT GROUT GROUT 30" OUTLET INVERT: 279.50 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. OPEN MANHOLE STEPS Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.0 - C7.6 SCM.dwg- Wednesday, May 12, 2021 6:46:22 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION SCM 7 PLAN SCM 7 PROFILE WATER QUALITY ELEVATION = 284.75 NORMAL POOL ELEVATION = 283.50 TOP SOIL LAYER = 4"MIN CLAY LINER = 8"MIN (SEE SPECIFICATIONS)FOREBAY &DEEP POOL-6" TO -30"SHALLOW WATERWATER DEPTH0" TO -6"SHALLOW LANDWATER DEPTH0" TO +15"STORMWATER WETLAND GRADING DETAIL NOT TO SCALE STORMWATER WETLAND STORMWATER CONTROL MEASURE (SCM) NOTES: 1.ANY DISCREPANCIES IN THE PLANS, DISCOVERED PRIOR TO OR DURING CONSTRUCTION, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (i.e, MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, WHICH ARE HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.THE FOLLOWING IS TYPICAL OF THE STANDARDS FOR PLACEMENT OF EMBANKMENT FILL USED IN SCMS. THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS MY SUPERCEDE THESE TYPICAL REQUIREMENTS.: ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER WITH A MAXIMUM PARTICLE SIZE OF 3 INCHES OR LESS IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. THE MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SQUARE FEET PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. THE MINIMUM COMPACTION SHOULD BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT TO WITHIN 3 FEET OF THE FINAL GRADE. 6.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 7.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C7.6. 8.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.8 FOR FURTHER PLANTING DETAILS. 9.IF THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 10.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 11.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 12.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 13.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·FOREBAY & DEEP POOL BOTTOM ELEVATION =280.0 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =283.50 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION (283.5) =8,861 SF ·WEIR CREST ELEVATION=284.75 FT ·RISER CREST ELEVATION=287.00 FT ·MINIMUM SURFACE AREA AT WATER QUALITY ELEVATION (284.75) =13,079 SF ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =289.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.8). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQ. FT.). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY.SCM 7 PLAN & DETAILSC7.1 GRAPHIC SCALE 1 inch = 40 ft. 40 0 20 40 80 00 PROFILE VIEW GRAPHIC SCALE 40220 1" = 20' HORZ. 1" = 2' VERT. LEGEND SHALLOW LAND 283.50-284.75 SHALLOW WATER 282.00-283.50 FOREBAY 280.00-282.00 DEEP POOL 280.00-282.00 DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 0+ 0 0 1+ 0 0 1+ 3 8 . 1 2 0+00 1+00 1+71. 1 4 SS31+0032+00PC: 30+64.95 P T : 3 2 + 5 3 . 4 2 SS SS RRRRRRRRRR R R W W W WWWWPOND 4" METAL PIPE INV: 296.26' CB - 703 JB - 80260" RCP42" RCP42" RCP42" RCP FES - 801 42 " R C P FES - 865 54 " R C P 54 " R C P DI - 866 60" R C P 15" RCPCB - 715 CB - 714 FES - 853 36" RC P DI - 854 15 " R C P 285 2 8 5 290 295 300 30 5 305305 30029529 5 2 9 0 295 3 0 0305 305310310 29030 0 305280 280 275274285 290 28 5 2 8 5 290 285 28 0 285290RISER 8 FES 8 10 'TOP OF DAM = 291.00SCM MAINTENANCE AND ACCESS EASEMENT RIPRAP DISSIPATOR L=28', W =10.5' 22.5" DEEP CLASS "1" (d50 = 10") 6' VEGETATED SHELF ELEV. 284.0 - 285.0 SEE LANDSCAPE PLAN SHEET L1.8 FOREBAY FILTER DRAIN SEE DETAIL SHEET C7.6 FOREBAY BOTTOM ELEV. 279 MAIN POOL BOTTOM ELEV. 279 NORMAL POOL ELEV. 284.5 29029528028028028 0 28 0 28 0 28 0 28 0 285 285285 285285285290 290290 290290290290295 295295295295295 300 300 300300305 3053 0 5 305 305 31 0 310 MH 86 275 280 285 290 295 275 280 285 290 295 -0+50 0+00 0+50 1+00 1+50 53.88 LF 42" RCP @ 0.93% 6' VEGETATED SHELF ELEV. 284.0- 285.0 SEE LANDSCAPE PLAN SHEET L1.8 10' MIN TOP OF DAM ELEV. 291 MAIN POOL NORMAL POOL = 284.5 EXISTING GRADE PROPOSED GRADE CONTRACTOR TO EXCAVATE TO PROVIDE POSITIVE DRAINAGE 2:13:13:1RIPRAP DISSIPATOR #78 WASHED STONE BEDDING CONCRETE CRADLE TO EXTEND 2 3 OF PIPE LENGTH6:1100 YR PEAK WSE = 289.57 RIPRAP ARMORED CHANNEL TO CULVERT SCM #8 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" SOUTHEASTNORTHWEST 4" PVC ORIFICE PIPE INVERT 4" BOTTOM DRAIN INVERT RISER CREST 12" (MIN) NORTHEASTSOUTHWEST 12" (MIN) NORMAL POOL GROUT12"GROUT GROUT GROUT 42" OUTLET INVERT: 282.50 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. OPEN MANHOLE STEPS 42" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 287.5 NORMAL POOL ELEVATION 284.50 12"12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C7.6)12"(MIN)HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 3" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C7.6) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEET C7.6) CONSTRUCTION JOINT AT PIPE JOINT SCM 8 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0"6"BALLAST CONCRETE 2.0 CUBIC YARDS REQUIRED INVERT OUT = 282.50 24"W x 12"H WEIR CREST ELEVATION 286.5 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, 42" 'O-RING' GASKETED CLASS III RCP 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 3" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 8 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" 24"W x 12"H WEIR BALLAST CONCRETE Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.0 - C7.6 SCM.dwg- Wednesday, May 12, 2021 6:46:56 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION SCM 8 PLAN SCM 8 PROFILE 2:1 2:1 M A X 3:1 3:1 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:1 2:1 6:1 6:1 FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF WET POND GRADING DETAIL NOT TO SCALE FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 5' (MIN) VEGETATED SHELF WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL GRADE. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C7.6. 9.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.8 FOR FURTHER PLANTING DETAILS. 10.IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 11.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 12.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 13.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =279.0 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =284.50 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION =27,107 SF ·WEIR CREST ELEVATION=286.50 FT ·RISER CREST ELEVATION=387.50 FT ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =291.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.8). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY.SCM 8 PLAN & DETAILSC7.2 GRAPHIC SCALE 1 inch = 40 ft. 40 0 20 40 80 00 PROFILE VIEW GRAPHIC SCALE 40220 1" = 20' HORZ. 1" = 2' VERT. DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 0+ 0 0 1+ 0 0 1+ 5 0 45+0046+0047+0047+18.60PI: 44+92.15 FES - 957 18" RCP DI - 958 DI - 95615" RCP CB - 90260" RCPFES - 901 42" R C P290290 285 2802 9 0 285280275 RISER 9 FES 910'TOP OF DAM = 287.00SCM MAINTENANCE AND ACCESS EASEMENT RIPRAP DISSIPATOR L=28', W =10.5' 22.5" DEEP CLASS "1" (d50 = 10") 6' VEGETATED SHELF ELEV. 281.0 - 282.0 SEE LANDSCAPE PLAN SHEET L1.9 FOREBAY FILTER DRAIN SEE DETAIL SHEET C7.6FOREBAY BOTTOM ELEV. 277 MAIN POOL BOTTOM ELEV. 276 NORMAL POOL ELEV. 281.5 FOREBAY BOTTOM ELEV. 277280280 280 280 280 2 8 0 280 280 280280 2802 8 0 285285285 285285 285 2 8 5 285 2852 8 5 285 285 290 295 300 HW - 2031 30" R C P 30" RCP30" RCP 3 0 " R C P YI - 2034 JB - 2033 JB - 2032 100 YR FUTURE FLOOD LINE PER EFFECTIVE FEMA 100 YR FLOOD LINE PER EFFECTIVE FEMA 100 YR FUTURE FLOOD LINE PER CLOMR #21-04-0978R 100 YR FLOOD LINE PER CLOMR #21-04-0978R 270 275 280 285 290 270 275 280 285 290 -0+50 0+00 0+50 1+00 1+50 60.44 LF 42" RCP @ 1.65% 6' VEGETATED SHELF ELEV. 281.0- 282.0 SEE LANDSCAPE PLAN SHEET L1.9 10' MIN TOP OF DAM ELEV. 287 MAIN POOL NORMAL POOL = 281.5 EXISTING GRADE PROPOSED GRADE CONTRACTOR TO EXCAVATE TO PROVIDE POSITIVE DRAINAGE2:13:13:1RIPRAP DISSIPATOR #78 WASHED STONE BEDDING FILTER DIAPHRAGM SEE DETAIL SHEET C7.6 CONCRETE CRADLE SEE DETAIL SHEET C7.66:1100 YR PEAK WSE = 285.67 SCM #9 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" SOUTHEASTNORTHWEST 4" PVC ORIFICE PIPE INVERT 4" BOTTOM DRAIN INVERT RISER CREST 12" (MIN) NORTHEASTSOUTHWEST 12" (MIN) NORMAL POOL GROUT12"GROUT GROUT GROUT 42" OUTLET INVERT: 275.50 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. MANHOLE STEPS OPEN OPEN 42" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 284.25 NORMAL POOL ELEVATION 281.50 12"12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C7.6)12"(MIN)HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 2.25" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C7.6) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEET C7.6) CONSTRUCTION JOINT AT PIPE JOINT SCM 9 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0"6"BALLAST CONCRETE 4.7 CUBIC YARDS REQUIRED INVERT OUT = 275.50 2 x 24"W x 3"H WEIRS CREST ELEVATION 284.0 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, 42" 'O-RING' GASKETED CLASS III RCP 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 2.25" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 9 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" 24"W x 3"H WEIR BALLAST CONCRETE 24"W x 3"H WEIR Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.0 - C7.6 SCM.dwg- Wednesday, May 12, 2021 6:47:26 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION SCM 9 PLAN SCM 9 PROFILE 2:1 2:1 M A X 3:1 3:1 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:1 2:1 6:1 6:1 FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF WET POND GRADING DETAIL NOT TO SCALE FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 5' (MIN) VEGETATED SHELF WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL GRADE. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C7.6. 9.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.9 FOR FURTHER PLANTING DETAILS. 10.IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 11.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 12.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 13.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =277.0 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =281.50 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION =19,043 SF ·WEIR CREST ELEVATION=284.00 FT ·RISER CREST ELEVATION=284.25 FT ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =287.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.9). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY.SCM 9 PLAN & DETAILSC7.3 GRAPHIC SCALE 1 inch = 40 ft. 40 0 20 40 80 00 PROFILE VIEW GRAPHIC SCALE 40220 1" = 20' HORZ. 1" = 2' VERT. DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 0+ 0 0 1+ 0 0 1+ 6 2 . 1 3 SS SS SSSS SS SS SS SS R R R R R R R R FM FM FM FM FM W T T 30 " R C P 280 285 290 295 300 305310 3153 1 0 305 3 0 0 295 2 9 5 300305300 290 285280 275 285FES 10 RISER 10 285 290 290 285 290 290 285 290285280 280 280285 285 285290290 295 300 305 310 295 10 ' TOP O F D A M = 2 9 0. 0 0 SCM MAINTENANCE AND ACCESS EASEMENT RIPRAP DISSIPATOR L=15', W =7.5' 18" DEEP CLASS "B" (d50 = 6") 6' VEGETATED SHELF ELEV. 282.0 - 283.0 SEE LANDSCAPE PLAN SHEET L1.9 FOREBAY FILTER DRAIN SEE DETAIL SHEET C7.6 FOREBAY BOTTOM ELEV. 277 MAIN POOL BOTTOM ELEV. 277 NORMAL POOL ELEV. 282.5 270 275 280 285 290 295 270 275 280 285 290 295 -0+50 0+00 0+50 1+00 1+50 2+00 82.06 LF 30" RCP @ 0.91% 6' VEGETATED SHELF ELEV. 282.0- 283.0 SEE LANDSCAPE PLAN SHEET L1.9 10' MIN TOP OF DAM ELEV. 290 MAIN POOL NORMAL POOL = 282.5 EXISTING GRADE PROPOSED GRADE CONTRACTOR TO EXCAVATE TO PROVIDE POSITIVE DRAINAGE 2:13:13:1RIPRAP DISSIPATOR #78 WASHED STONE BEDDING FILTER DIAPHRAGM SEE DETAIL SHEET C7.6 CONCRETE CRADLE SEE DETAIL SHEET C7.66:1 100 YR PEAK WSE = 288.04 SCM #10 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" NORTHWESTSOUTHEAST 4" PVC ORIFICE PIPE INVERT 4" BOTTOM DRAIN INVERT RISER CREST 12" (MIN) SOUTHWESTNORTHEAST 12" (MIN) NORMAL POOL GROUT12"GROUT GROUT GROUT 30" OUTLET INVERT: 277.00 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. OPEN MANHOLE STEPS 30" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 286.5 NORMAL POOL ELEVATION 282.50 12"12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C7.6)12"(MIN)HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 2" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C7.6) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEET C7.6) CONSTRUCTION JOINT AT PIPE JOINT SCM 10 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0"6"BALLAST CONCRETE 1.7 CUBIC YARDS REQUIRED INVERT OUT = 277.00 12"W x 18"H WEIR CREST ELEVATION 285.0 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 30" 'O-RING' GASKETED CLASS III RCP 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 2" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 10 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" 12"W x 18"H WEIR BALLAST CONCRETE Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.0 - C7.6 SCM.dwg- Wednesday, May 12, 2021 6:47:55 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION SCM 10 PLAN SCM 10 PROFILE 2:1 2:1 M A X 3:1 3:1 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:1 2:1 6:1 6:1 FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF WET POND GRADING DETAIL NOT TO SCALE FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 5' (MIN) VEGETATED SHELF WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL GRADE. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C7.6. 9.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.9 FOR FURTHER PLANTING DETAILS. 10.IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 11.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 12.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 13.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =277.0 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =282.50 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION =12,721 SF ·WEIR CREST ELEVATION=285.00 FT ·RISER CREST ELEVATION=286.50 FT ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =290.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.9). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY.SCM 10 PLAN & DETAILSC7.4 GRAPHIC SCALE 1 inch = 40 ft. 40 0 20 40 80 00 PROFILE VIEW GRAPHIC SCALE 40220 1" = 20' HORZ. 1" = 2' VERT. DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 0+001+001+37.07SS SS SS SS SS SS SS SS SS SS 30" RCP310 305 310 295 290 285 295 300 290 285 295 300 305RISER 12 FES 12 285 290 295 300 305 305 300 295 290 285300295 2 9 5 2 9 0 2 8 5 285 290 290 285 290 290 285 285 300 295 290 13' TOP OF D A M = 2 9 3 . 0 0 SCM MAINTENANCE AND ACCESS EASEMENT RIPRAP DISSIPATOR L=20', W =7.5' 22.5" DEEP CLASS "1" (d50 = 10") 6' VEGETATED SHELF ELEV. 286.5 - 287.5 SEE LANDSCAPE PLAN SHEET L1.9 FOREBAY FILTER DRAIN SEE DETAIL SHEET C7.6 FOREBAY BOTTOM ELEV. 282 MAIN POOL BOTTOM ELEV. 282 NORMAL POOL ELEV. 287.0 280 285 290 295 300 280 285 290 295 300 -0+50 0+00 0+50 1+00 1+50 61.35 LF 30" RCP @ 1.63% 6' VEGETATED SHELF ELEV. 286.5 - 287.5 SEE LANDSCAPE PLAN SHEET L1.9 10' MIN TOP OF DAM ELEV. 293 MAIN POOL NORMAL POOL = 287.0 EXISTING GRADE PROPOSED GRADE CONTRACTOR TO EXCAVATE TO PROVIDE POSITIVE DRAINAGE 2:16 :13:13:1RIPRAP DISSIPATOR #78 WASHED STONE BEDDING FILTER DIAPHRAGM SEE DETAIL SHEET C7.6 CONCRETE CRADLE SEE DETAIL SHEET C7.6 100 YR PEAK WSE = 291.93 SCM #12 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" SOUTHNORTH 4" PVC ORIFICE PIPE INVERT 4" BOTTOM DRAIN INVERT RISER CREST 12" (MIN) EASTWEST 12" (MIN) NORMAL POOL GROUT12"GROUT GROUT GROUT 30" OUTLET INVERT: 283.00 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. OPEN MANHOLE STEPS 30" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 290.0 NORMAL POOL ELEVATION 287.0 12"12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C7.6)12"(MIN)HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 2.5" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C7.6) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEET C7.6) CONSTRUCTION JOINT AT PIPE JOINT SCM 12 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0"6"BALLAST CONCRETE 1.2 CUBIC YARDS REQUIRED INVERT OUT = 283.00 24"W x 12"H WEIR CREST ELEVATION 289.0 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 30" 'O-RING' GASKETED CLASS III RCP 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 2.5" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 12 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" 24"W x 12"H WEIR BALLAST CONCRETE Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.0 - C7.6 SCM.dwg- Wednesday, May 12, 2021 6:48:26 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION SCM 12 PLAN SCM 12 PROFILE 2:1 2:1 M A X 3:1 3:1 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:1 2:1 6:1 6:1 FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF WET POND GRADING DETAIL NOT TO SCALE FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 5' (MIN) VEGETATED SHELF WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL GRADE. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C7.6. 9.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.9 FOR FURTHER PLANTING DETAILS. 10.IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 11.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 12.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 13.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =282.0 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =287.00 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION =32,130 SF ·WEIR CREST ELEVATION=289.00 FT ·RISER CREST ELEVATION=290.00 FT ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =293.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.9). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY.SCM 12 PLAN & DETAILSC7.5 GRAPHIC SCALE 1 inch = 40 ft. 40 0 20 40 80 00 PROFILE VIEW GRAPHIC SCALE 40220 1" = 20' HORZ. 1" = 2' VERT. DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 24"MIN. COVERTOP OF FILTER AT NORMAL POOL ELEVATION GRANULAR FILTER MATERIAL ASTM C-33 CONCRETE SAND OR NCDOT 2S SAND AS APPROVED BY GEOTECHNICAL ENGINEER FINISHED GRADE DIAPHRAGM FILTER DETAIL SECTION "B-B" SUPPORT TO ALLOW PLACEMENT OF CONCRETE PIPE CRADLE (TYPICAL)DIM. B(12 D+t)DIM. A (13 D)(8" MIN)CLASS "A" CONCRETE (3,000 PSI) TO MEET NCDOT STANDARD SPECIFICATION 1000-4 NOTE: IF PIPE IS INSTALLED IN EXCAVATED TRENCH, THEN SIDE WALLS MAY CONFORM TO TRENCH (TRENCH MAY BE USED AS CRADLE FORM) PIPE CRADLE DETAIL SECTION "C-C" OUTLET PIPE FILTER DIAPHRAGM & CONCRETE CRADLE DETAIL NOT TO SCALE OUTLET PIPE DOWNSTREAM FACE OF DAM 2D D+2t 2D LIMITS OF EXCAVATION FOR FILTER DIAPHRAGM OUTLET PIPE CRADLE SEE DETAIL DIM. EO-RING RCP DIM ACRADLE TO SPRINGLINE OF PIPE B B C C DIM. B(12 D+t)DIM. A (13 D)(8" MIN)#78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER GRAVEL BEDDING DETAIL SECTION "A-A" BEDDING TO SPRINGLINE OF PIPE A A #78 WASHED STONE BEDDING OR AS APPROVED BY GEOTECHNICAL ENGINEER DIM AASTM C-33 or NCDOT 2S SAND CRADLE TO SPRINGLINE OF PIPE BEDDING TO SPRINGLINE OF PIPE TOP OF FILTER AT NORMAL POOL ELEVATION LONGITUDINAL SECTION TO DAYLIGHT NOMINALDIAMETER(D0)W0 = 3 x D01 3 La 12" (MIN) 1 3 EXISTING OR FINISHED GRADE SLOPE VARIES DEPTHA A NOMINALDIAMETER(D0)PLAN SECTION A-A RIPRAP (SEE PLAN FOR SIZE AND DEPTH) GEOTEXTILE FABRIC (TO COMPLY WITH NCDOT STANDARD SPECIFICATION SECTION 1056) RIPRAP VELOCITY DISSIPATOR (ADAPTED FROM HEC-14 & NYSDOT) NOT TO SCALE RIPRAP (SEE PLAN FOR SIZE AND DEPTH) La CONCRETE COLLAR DETAIL NOT TO SCALE 'O-RING' CLASS III RCP #4 REBAR (EACH WAY, EACH FACE) STRUCTURE BASE DOWEL #4 REBAR x 12" @ 2 FT. o.c. +/- (3 PER SIDE) ANCHOR DETAIL (TYPICAL) NOT TO SCALE PRECAST RISER STRUCTURE BALLAST CONCRETE SEE RISER DETAILS FOR REQUIRED QUANTITY COMPACTED STONE BASE OR SUBGRADE AS APPROVED BY GEOTECHNICAL ENGINEER #57 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER RIP-RAP DISSIPATOR SEE EROSION CONTROL PLAN CONCRETE FLARED END SECTION A A CONCRETE FLARED END SECTION #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER SECTION "A-A" 8" MIN8" MIN 8" MIN8" MIN DIM "A"8" MINBEDDING TO SPRINGLINE OF PIPE BEDDING TO SPRINGLINE OF PIPE CONCRETE LEDGER (IF REQUIRED)DIM "A"8" MINCONCRETE FLARED END SECTION RIP-RAP DISSIPATOR SEE EROSION CONTROL PLAN #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER FINISHED GRADE PLAN LONGITUDINAL SECTION #78 WASHED STONE BEDDING OR AS APPROVED BY GEOTECHNICAL ENGINEER O-RING RCP O-RING RCP O-RING RCP OUTLET PIPE FILTER DIAPHRAGM OUTLET DETAIL (FLARED END SECTION) NOT TO SCALE NOTES 1.TRASH RACK DETAIL BASED ON POMONA PIPE PRODUCTS "STANDARD ALUMINUM BAR & ANGLE PEAKED ROOF TRASH RACK WITH ONE QUADRANT HINGED FOR MANWAY ACCESS TO FIT 48"x48" I.D. CONCRETE RISER WITH 6" OR 8" THICK WALLS". 2.TRASH RACK TO BE POWDER-COATED BLACK. 4' TRASH RACK NOT TO SCALE2"2"15" ± TYP.24"7"48" I.D. SQUARE15" ±TYP.2"2" 64"64"PLAN VIEW 4" 2"6"5"6"6"9" SQUARE 8" 2" SECTION VIEW SECTION VIEW IF WALL IS 8" 9" X 9" X 12" ALUMINUM TOP PLATE WITH SST 3" U BOLT LIFT LUG HINGE ONE QUADRANT FOR MANWAY ACCESS TO BE OVER STEPS 3" SST "U" BOLT LIFT LUG SECTION VIEW IF WALL IS 6" 2" X 2" X 14" ALUMINUM ANGLES @ EACH CORNER 12" X 12" ALUMINUM BARS SPACED HORIZONTALLY AS SHOWN 12" DIA. MTG HOLES (12 REQ'D) WITH 3 8" SST WEDGE ANCHORS 12" X 12" ALUMINUM BARS SPACED 15" O.C. ± @ BASE FRAME ACCOMMODATES A 48" X 48" I.D. FOR BOTH A 6" AND 8" WALL 14" ALUMINUM PLATE FRAME 64" X 64" X 6" WIDE NOTE: 12" X 12" HORIZONTAL ALUMINUM BARS ARE NOT SHOWN FOR CLARITY NOTES 1.TRASH RACK DETAIL BASED ON POMONA PIPE PRODUCTS "STANDARD ALUMINUM BAR & ANGLE PEAKED ROOF TRASH RACK WITH ONE QUADRANT HINGED FOR MANWAY ACCESS TO FIT 48"x48" I.D. CONCRETE RISER WITH 6" OR 8" THICK WALLS". 2.TRASH RACK TO BE POWDER-COATED BLACK. 5' TRASH RACK NOT TO SCALE2"2"18" ± TYP.24"7"60" I.D. SQUARE18" ±TYP.2"2" 76"76"PLAN VIEW 4" 2"6"5"6"6"9" SQUARE 8" 2" SECTION VIEW SECTION VIEW IF WALL IS 8" 9" X 9" X 12" ALUMINUM TOP PLATE WITH SST 3" U BOLT LIFT LUG HINGE ONE QUADRANT FOR MANWAY ACCESS TO BE OVER STEPS 3" SST "U" BOLT LIFT LUG SECTION VIEW IF WALL IS 6" 2" X 2" X 14" ALUMINUM ANGLES @ EACH CORNER 12" X 12" ALUMINUM BARS SPACED HORIZONTALLY AS SHOWN 1 2" DIA. MTG HOLES (12 REQ'D) WITH 3 8" SST WEDGE ANCHORS 12" X 12" ALUMINUM BARS SPACED 15" O.C. ± @ BASE FRAME ACCOMMODATES A 60" X 60" I.D. FOR BOTH A 6" AND 8" WALL 14" ALUMINUM PLATE FRAME 76" X 76" X 6" WIDE NOTE: 12" X 12" HORIZONTAL ALUMINUM BARS ARE NOT SHOWN FOR CLARITY Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.0 - C7.6 SCM.dwg- Wednesday, May 12, 2021 6:48:55 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION A FOREBAY FILTER DRAIN TYPICAL DETAIL ·BOTTOM WIDTH SHALL BE NO LESS THAN 5' ·USE NCDOT CLASS "B" RIP RAP TO FILL SPILLWAY ·SLOPES FROM SPILLWAY BOTTOM TO TOP OF BERM SHOULD BE NO STEEPER THAN 2:1 4' MIN 2:1 S L O P E OR F L A T T E R 2:1 SL O P E OR FL A T T E R 1:1 S L O P E OR F L A T T E R 1:1 SL O P E OR FL A T T E R 5' MIN NORMAL POOL NORMAL POOL A FOREBAY FILTER DRAIN DETAIL NOT TO SCALE SECTION "A-A"6"3"6"3"SCM DETAILSC7.6 DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 1+ 0 0 1+ 3 8 . 1 2 0+00 1+00 1+71. 1 4 SSSSSSSSSSSSSSSS31+0032+00PC: 30+64.95 RRRRRRRRRRRRRRRRRW W WWWWWWWW7'22'37' STA. 0+49.28 = STA. 31+42.36, 47.51' LT. STREET C CAST IN PLACE HEADWALL (TO BE DESIGNED BY OTHERS) INVERT = 280.60 STA. 1+42.81 = STA. 31+46.48, 46.09' RT. STREET C CAST IN PLACE HEADWALL (TO BE DESIGNED BY OTHERS) CULVERT INVERT = 276.24 RIPRAP STILLING BASIN SEE DETAIL THIS SHEET 2 8 5 285 290 29 0 285 28 0 2 8 0 28 5 28 0 27 5 275 280 285 290 280 275 28 0 2 8 5 290290290290 2902902952952 9 5295295295 CB - 880 CB - 868 CB - 879 CB - 867 24" RCP30" RCP36 " R C P 36" RCP48" RCP STORM DRAINAGE EASEMENT 270 275 280 285 290 295 300 270 275 280 285 290 295 300 0+00 0+50 1+00 1+50 2+00 93.6 1 L F 60" R C P @ 4 . 6 6 %STA 0+96.69 = STA 31+44.30 STREET CSTA 0+49.28HEADWALL TO BE DESIGNED BY OTHERSINVERT 280.60STA 1+42.81HEADWALL TO BE DESIGNED BY OTHERSINVERT 276.24EMBED CULVERT 1' EMBED CULVERT 1' EXISTING GRADE PROPOSED GRADE RIPRAP STILLING BASIN SEE DETAIL THIS SHEET 6" C900 PVC RECLAIM WATERLINE 12" DIP WATER MAIN 100 YEAR WSE = 287.92 3:13 : 1RIGHT OF WAYRIGHT OF WAY3' MIN. 3' MIN. SAFETY RAIL FENCE SAFETY RAIL FENCE Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.7 - C7.9 CULVERT PLAN AND PROFILE.dwg- Wednesday, May 12, 2021 6:52:25 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION TRIBUTARY 3 CULVERT PLAN TRIBUTARY 3 CULVERT PROFILE TRIBUTARY 3 CULVERTPLAN AND PROFILEC7.7 APRON 2:1 HORIZONTAL CULVERTRIPRAPNOTSHOWN TOP OF R I P R A P BERM NOTE B 2:13 1 2:12:12:12:1 TOP OF NATURAL CHANNEL NOTE BTOP OF BERM TOP OF RIPRAP 2:1 EXCAVATE TO THIS LINE, BACKFILL WITH RIPRAP EXCAVATE TO THIS LINE, BACKFILL WITH RIPRAP NOTE B NATURAL CHANNEL THICKENED OR SLOPING TOE OPTIONAL- CONSTRUCT IF DOWNSTREAM CHANNEL DEGRADATION IS ANTICIPATED 2 1 2 1 D D C C B B A A RIP RAP STILLING BASIN DETAIL NOT TO SCALE NOTE A - IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO OBTAIN SUFFICIENT CROSS-SECTIONAL AREA AT SECTION A-A SUCH THAT Qdes/(CROSS SECTION AREA AT SEC. A-A) = SPECIFIED EXIT VELOCITY. NOTE B - WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN FLOOR OF BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN NATURAL CHANNEL BOTTOM AT SEC. A-A. APPROX I M A T E E D G E OF WAT E R HORIZONTAL HALF PLAN ℄ SECTION Length of Pool (LP)Length of Apron (LA) SEC. A-A SEC. B-B SEC. C-C SEC. D-D 2d50 OR 1.5d MAX T2 T1 T1 T1 SYMMETRICAL ABOUT CENTERLINE T1 T1 RIPRAP BASIN DIMENSION TABLE OUTLET ID LP LA HS T1 T2 WO CLASS TRIBUTARY 3 CULVER 15.0 5.0 1.0 1.5 2.0 5 NCDOT "B"WO2GRAPHIC SCALE 1 inch = 20 ft. 20 0 10 20 40 00 PROFILE VIEW GRAPHIC SCALE 40220 1" = 20' HORZ. 1" = 2' VERT. DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 0+001+001+89.38 S S S S S S 12+0013+0014+00RRRRRRRRRRRRRRRRRW W W W W W W W WR RRRRRRRW W WFM STA. 0+52.29 = STA. 13+33.13, 41.18' LT. STREET C CAST IN PLACE HEADWALL (TO BE DESIGNED BY OTHERS) INVERT = 263.84 STA. 1+52.29 = STA. 12+86.56, 47.27' RT. STREET C CAST IN PLACE HEADWALL (TO BE DESIGNED BY OTHERS) CULVERT INVERT = 261.34 RIPRAP STILLING BASIN SEE DETAIL THIS SHEET EXISTING 100 YEAR FLOODLINE PROPOSED100 YEAR FLOODLINE 2752692702 7 4 2702 7 0 2652652702702702 7 0270270 275275275275 275275275275275 CB - 630A CB - 610 CB - 611 CB - 611A CB - 610A 1 8 " R C P 15" RCP18" RCP24" RCP (CLASS IV)18 " R C P ( C L A S S I V ) STORM DRAINAGE EASEMENT 255 260 265 270 275 280 255 260 265 270 275 280 0+00 0+50 1+00 1+50 2+00 98.83 L F 60" RC P @ 2.53 %STA 0+98.95 = STA 13+11.18 STREET CSTA 0+52.29HEADWALL TO BE DESIGNED BY OTHERSINVERT 263.84STA 1+52.29HEADWALL TO BE DESIGNED BY OTHERSINVERT 261.34EMBED CULVERT 1' EMBED CULVERT 1' EXISTING GRADE PROPOSED GRADE RIPRAP STILLING BASIN SEE DETAIL THIS SHEET 24" RCP STORM SEWER 6" C900 PVC RECLAIM WATERLINE WITH 12-3/4" STEEL CASING 12" DIP WATER MAIN WITH 24" STEEL CASING 100 YEAR WSE = 270.51 3:13 : 1RIGHT OF WAYRIGHT OF WAY2' MIN. 2' MIN. SAFETY RAIL FENCE SAFETY RAIL FENCE Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.7 - C7.9 CULVERT PLAN AND PROFILE.dwg- Wednesday, May 12, 2021 6:52:56 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION TRIBUTARY 4 CULVERT PLAN TRIBUTARY 4 CULVERT PROFILE TRIBUTARY 4 CULVERTPLAN AND PROFILEC7.8 APRON 2:1 HORIZONTAL CULVERTRIPRAPNOTSHOWN TOP OF R I P R A P BERM NOTE B 2:13 1 2:12:12:12:1 TOP OF NATURAL CHANNEL NOTE BTOP OF BERM TOP OF RIPRAP 2:1 EXCAVATE TO THIS LINE, BACKFILL WITH RIPRAP EXCAVATE TO THIS LINE, BACKFILL WITH RIPRAP NOTE B NATURAL CHANNEL THICKENED OR SLOPING TOE OPTIONAL- CONSTRUCT IF DOWNSTREAM CHANNEL DEGRADATION IS ANTICIPATED 2 1 2 1 D D C C B B A A RIP RAP STILLING BASIN DETAIL NOT TO SCALE NOTE A - IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO OBTAIN SUFFICIENT CROSS-SECTIONAL AREA AT SECTION A-A SUCH THAT Qdes/(CROSS SECTION AREA AT SEC. A-A) = SPECIFIED EXIT VELOCITY. NOTE B - WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN FLOOR OF BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN NATURAL CHANNEL BOTTOM AT SEC. A-A. APPROX I M A T E E D G E OF WAT E R HORIZONTAL HALF PLAN ℄ SECTION Length of Pool (LP)Length of Apron (LA) SEC. A-A SEC. B-B SEC. C-C SEC. D-D 2d50 OR 1.5d MAX T2 T1 T1 T1 SYMMETRICAL ABOUT CENTERLINE T1 T1 RIPRAP BASIN DIMENSION TABLE OUTLET ID LP LA HS T1 T2 WO CLASS TRIBUTARY 4 CULVERT 15.0 7.5 1.5 1.5 2.0 5 NCDOT "B"WO200 PROFILE VIEW GRAPHIC SCALE 40220 1" = 20' HORZ. 1" = 2' VERT. GRAPHIC SCALE 1 inch = 20 ft. 20 0 10 20 40 DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 0+001+001+89.38 S S S S S S 12+0013+0014+00W W W W W W W W W WR RRRRRW W W SEDIMENT BAG FLEXIBLE HOSE DEWATERING PUMP DOWNSTREAM TEMPORARY COFFERDAM UPSTREAM TEMPORARY COFFERDAM TEMPORARY BYPASS CHANNEL 10' FLAT BOTTOM, 2:1 SIDES APPROXIMATE SLOPE = 1.8% LINE WITH ROLLED EROSION CONTROL FABRIC (NORTH AMERICAN GREEN DS75 OR APPROVED EQUAL) STA. 0+52.29 = STA. 13+33.13, 41.18' LT. STREET C CAST IN PLACE HEADWALL (TO BE DESIGNED BY OTHERS) INVERT = 263.84 STA. 1+52.29 = STA. 12+86.56, 47.27' RT. STREET C CAST IN PLACE HEADWALL (TO BE DESIGNED BY OTHERS) CULVERT INVERT = 261.34275269 2702 7 0 2652652702702702702702 7 0270270 275275275275 275275275275275 26526 5 26 5 26527 0 1+ 0 0 1+ 3 8 . 1 2 0+00 1+00 1+71. 1 4 31+0032+00P T : 3 2 + 5 3 . 4 2 RW W W WWWWWWWSEDIMENT BAG FLEXIBLE HOSE DEWATERING PUMP DOWNSTREAM TEMPORARY COFFERDAM UPSTREAM TEMPORARY COFFERDAM TEMPORARY BYPASS CHANNEL 10' FLAT BOTTOM, 2:1 SIDES APPROXIMATE SLOPE = 4% LINE WITH ROLLED EROSION CONTROL FABRIC (NORTH AMERICAN GREEN DS75 OR APPROVED EQUAL) STA. 0+49.28 = STA. 31+42.36, 47.51' LT. STREET C CAST IN PLACE HEADWALL (TO BE DESIGNED BY OTHERS) INVERT = 280.60 STA. 1+42.81 = STA. 31+46.48, 46.09' RT. STREET C CAST IN PLACE HEADWALL (TO BE DESIGNED BY OTHERS) CULVERT INVERT = 276.24 2 8 5 285 290 29 0 285 28 0 2 8 0 28 5 28 0 27 5 275 280 285 290 280 275 28 0 275 275 285290 290290290 2902 9 0 2952952 9 5295295295 280 280 285 285 285 290 290 295 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C7.7 - C7.9 CULVERT PLAN AND PROFILE.dwg- Wednesday, May 12, 2021 6:53:42 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION TRIBUTARY 4 CULVERT PLAN CULVERT BYPASS PLANSC7.9 CLASS "B" RIP-RAP TEMPORARY COFFERDAM AND CONSTRUCTION STREAM CROSSING SEDIMENT BAG (ACF "DIRTBAG" OR APPROVED EQUAL) SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS CLASS "I" RIP-RAP WATERPROOF POLYETHYLENE FABRIC ON FACE (MINIMUM 8 MIL THICK) TOP OF BANK WATERPROOF POLYETHYLENE FABRIC ON FACE (8 MIL THICK) TEMPORARY STONE DAM EX STREAM BOTTOM 12' MIN 12' MIN PUMP-AROUND NOTES: 1.IT IS RECOMMENDED THAT WORK BE SCHEDULED SUCH THE CULVERT REPLACEMENT CAN BE COMPLETED DURING A TIME OF MINIMAL PRECIPITATION. 2.BYPASS PLAN IS SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, INSTALLATION, MAINTENANCE, OPERATION AND REMOVAL OF ALL EQUIPMENT AND TEMPORARY CONSTRUCTION TO INSURE "DRY" WORKING CONDITIONS. 3.PUMP AND LINE SIZES TO BE DETERMINED BY THE CONTRACTOR. 4.ESTIMATED PEAK FLOWS ARE AS FOLLOWS: TRIBUTARY 3 CULVERT ·BASE FLOW TO BE DETERMINED BY CONTRACTOR ·Q10 = 94 CFS (~42,200 GPM) ·Q25 = 120 CFS (~53,900 GPM) TRIBUTARY 4 CULVERT ·BASE FLOW TO BE DETERMINED BY CONTRACTOR ·Q10 = 87 CFS (~39,000 GPM) ·Q25 = 110 CFS (~49,400 GPM) 5.EROSION STONE TO BE CLASS "I" OR "B" RIP-RAP AS SHOWN, UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN. MAINTENANCE NOTES: 1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 12 INCH OR MORE OF RAIN. 2.REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY. 3.REMOVE COLLECTED SEDIMENT FROM STONE/RIP-RAP AREAS AS NECESSARY. TOP DRESS WITH 2", WASHED STONE AS NECESSARY. CONSTRUCTION SEQUENCE 1.INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN THE STREAM. 2.INSTALL BYPASS CHANNEL. DIVERT FLOW TO BYPASS CHANNEL. 3.INSTALL UPSTREAM DAM (CLASS "I" RIP-RAP) AND DOWNSTREAM DAM (CLASS "B" RIP-RAP) WITH WATERPROOF POLYETHYLENE FABRIC FACING (MINIMUM 8 MIL THICK). 4.INSTALL WORK AREA DEWATERING PUMP AND SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN STONE DAM USING THE FILTER BAG. 5.INSTALL THE CULVERTS AND HEADWALLS. 6.BACKFILL CULVERT. 7.INSTALL PERMANENT EROSION CONTROL DEVICES AND STABILIZE AREAS AS INDICATED ON EROSION CONTROL PLAN (SHEETS 7.0 THROUGH 7.6). 8.CONCURRENTLY WITH STEP 8 REMOVE PUMPS, SEDIMENT BAGS, AND TEMPORARY COFFERDAMS. (REMOVE POLYETHYLENE, REMOVE AND STOCKPILE RIP-RAP, TO THE LEVEL OF THE STREAM BOTTOM, FOR USE IN CONSTRUCTING RIP-RAP DISSIPATOR. 9.CONSTRUCT ROADWAY IMPROVEMENTS. FLOW Þ STREAM FLOW Þ STREAM FLOW Þ FLOW Þ SEDIMENT FILTER BAG NOT TO SCALE NOTES: 1.CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY SEDIMENT FILTER BAG WHEN PUMPING. 2.THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS. 3.TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN-IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR-INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE. 4.THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS. 5.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6.CONTRACTOR SHALL SIZE THE BAG DEPENDING ON USE AND FLOW REQUIREMENTS. MAINTENANCE NOTES: 1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCING 12 INCH OR MORE OF RAIN. ANY DAMAGE TO THE SEDIMENT FILTER BAG SHALL BE REPAIRED IMMEDIATELY. 2.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6" OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3.MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID WATER BEING DISCHARGED. IF ANY TURBID WATER IS BEING DISCHARGED FROM THE BAG THE SITUATION SHALL BE RESOLVED IMMEDIATELY. IF TEMPORARY BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT SEDIMENT CAPACITY AND REPLACE IMMEDIATELY. TOP VIEW SIDE VIEW 24" MIN SEWN-IN CONNECTION SLEEVE FOR PUMP DISCHARGE HOSE SILT FENCE COVER #57 STONE PAD WITH GEOTEXTILE FABRIC #57 STONE POLYETHYLENE SHEETING (6 MIL MIN) SEDIMENT FILTER BAG VARIES WITH GROUND LINE SLOPE OPTIONAL LIFTING STRAPS SILT FENCE USE #57 STONE TO LEVEL BAG FROM NATURAL GROUND LINE GEOTEXTILE FABRIC SILT FENCE EXISTING GROUND LINE POLYETHYLENE SHEETING SEDIMENT FILTER BAG 6" MIN 24" MIN VARIES 10' MIN 24" MIN 6" MIN VARIES WITH GROUND SLOPE VARIABLE (10' MIN.) TEMPORARY STREAM CROSSING BYPASS BYPASS CHANNEL (SEE TYPICAL SECTION THIS SHEET) EXISTING CHANNEL VARIES1 2 1 2 FLAT BOTTOM SEE PLAN FOR WIDTH TEMPORARY EROSION CONTROL FABRIC (NORTH AMERICAN GREEN DS75 OR APPROVED EQUAL) INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TEMPORARY BYPASS CHANNEL TYPICAL SECTION NOT TO SCALE TRIBUTARY 3 CULVERT PLAN GRAPHIC SCALE 1 inch = 20 ft. 20 0 10 20 40 GRAPHIC SCALE 1 inch = 20 ft. 20 0 10 20 40 DocuSign Envelope ID: 22013B46-BA36-4F3B-B22E-72A3E39E9119 5/12/2021 CROSS-SECTION G RESIDENTIAL ALLEY NOTE: A WIDER EASEMENT MAY BE REQUIRED DUE TO CURB AND GUTTER E 1' 5' BIKE LANE 12' ROADWAY 18' MEDIAN WITH 12' TURN LANES WHERE NEEDED 60' ROADWAY SECTION 90' RIGHT OF WAY CROSS-SECTION A C1 COLLECTOR 5' BIKE LANE 24' ROADWAY 20' MEDIAN 86' ROADWAY SECTION 110' RIGHT OF WAY 5' BIKE LANE12' ROADWAY A B C E D F A - 30" STD. C&G B - 18" MED. C&G C - 3.5" C.A.B.C. D - 3" S9.5B E - 4" I19.0B F - 10" C.A.B.C. 5' BIKE LANE24' ROADWAY A B C E D F A - 30" STD. C&G B - 18" MED. C&G C - 3.5" C.A.B.C. D - 3" S9.5B E - 4" I19.0B F - 10" C.A.B.C. CROSS-SECTION D WOODS CREEK ROAD/OLD HOLLY SPRINGS APEX ROAD (ULTIMATE SECTION) *SEE TOHS307A DETAIL (UTILITY STRIP WIDTH DIFFERS) 27' ROADWAY SECTION 11' ROADWAY 11' ROADWAY 51' RIGHT OF WAY CROSS-SECTION F RESIDENTIAL/LOCAL STREET WITH NO ON-STREET PARKING *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) A B D C E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. 21' ROADWAY SECTION 2' 16' ROADWAY 25' EASEMENT 2' B A D C A - 30" VALLEY C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. 31' ROADWAY SECTION 6' UTILITY/ LANDSCAPE STRIP 1' 13' ROADWAY 13' ROADWAY 55' RIGHT OF WAY CROSS-SECTION E RESIDENTIAL/LOCAL STREET WITH SINGLE SIDE ON-STREET PARKING *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) A B D C E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. EXISTING ROADWAY +/- 10' 110' RIGHT OF WAY 6' UTILITY/ LANDSCAPE STRIP 53' ROADWAY SECTION 5' SIDEWALK EXISTING SHOULDER VARIES VARIES EXISTING DITCH VARIES CROSS-SECTION D WOODS CREEK ROAD/OLD HOLLY SPRINGS APEX ROAD (INTERMITTENT SECTION) A - 30" STD. C&G B - 3.5" C.A.B.C. C - 3" S9.5B D - 4" I19.0B E - 10" C.A.B.C. 10' MEDIAN 5' SIDEWALK 1' 6' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 1' 6' SIDEWALK 8' UTILITY/ LANDSCAPE STRIP * 8' UTILITY/ LANDSCAPE STRIP NOTE: 1.THIS SUBDIVISION IS IN THE TRIASSIC BASIN. ALL ROADWAYS WILL BE REQUIRED TO MEET ALL SPECIAL DESIGN REQUIREMENTS AS OUTLINED IN THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS SECTION 3.02J. 2.THE PAVEMENT DESIGN WILL REQUIRE NCDOT APPROVAL. THE MOST RESTRICTIVE CROSS-SECTION BETWEEN THE MINIMUM DESIGN, CALCULATED PAVEMENT DESIGN, AND NCDOT DESIGN WILL APPLY. 3.RESIDENTIAL TYPE CROSS SECTIONS SHALL BE IN ACCORDANCE WITH THE TOWN'S ED&CS STANDARDS AND CONTAIN NON-WOVEN GEO-FABRIC DESIGN CRITERIA HP270 OR EQUAL AND CONTAIN THE FOLLOWING: 8" ABC, 3" 9.5B, 1-1/4" S9.5A ASPHALT OVERLAY. 4.LANDSCAPE STRIP MAY BE SUBSTITUTED WITH COMBINATION PAVING AND TREE PIT (MINIMUM 6' X 12'). 5.STREET TREES TO HAVE ROOT BARRIER INSTALLED ADJACENT TO PAVING. A B C E D F 5' BIKE LANE 24' ROADWAY B 71' RIGHT OF WAY D B C A E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 3" S9.5B D - 4" I19.0B E - 10" C.A.B.C. 12' ROADWAY 5' BIKE LANE NOTE: WHEN A WIDER SIDEWALK IS DESIRED FOR PEDESTRIAN ACTIVITY THE SIDEWALK MAY EXTEND PAST THE RIGHT OF WAY AND BE INSIDE A RECORDED EASEMENT IN THIS CASE CROSS-SECTION C M1, R1, R3 COLLECTOR *SEE TOHS305J DETAIL (UTILITY STRIP WIDTH DIFFERS) 6' UTILITY/ LANDSCAPE STRIP *47' ROADWAY SECTION 8' PARKING 5' BIKE LANE 12' ROADWAYSIDEWALK 5' MIN. 6' UTILITY/ LANDSCAPE STRIP 1' SIDEWALK VARIES 5' MIN. 1' 2.5'2.5'1.5'1.5' 2.5'2.5' 2.5'2.5'2.5' 2.5'2.5'2.5'2.5' 2.5'2.5' 82' RIGHT OF WAY VARIES 0'-2.5' 8' PARKING D B C A E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 3" S9.5B D - 4" I19.0B E - 10" C.A.B.C. 12' ROADWAY 5' BIKE LANE NOTE: WHEN A WIDER SIDEWALK IS DESIRED FOR PEDESTRIAN ACTIVITY THE SIDEWALK MAY EXTEND PAST THE RIGHT OF WAY AND BE INSIDE A RECORDED EASEMENT IN THIS CASE CROSS-SECTION B M1, R1, R3 COLLECTOR 6' UTILITY/ LANDSCAPE STRIP * 8' PARKING 55' ROADWAY SECTION 5' BIKE LANE 12' ROADWAYSIDEWALK 5' MIN. 6' UTILITY/ LANDSCAPE STRIP VARIES 0'-2.5' 2.5'2.5' CROSS-SECTION H PARK FRONTAGE RESIDENTIAL ALLEY NOTE: A WIDER EASEMENT MAY BE REQUIRED DUE TO CURB AND GUTTER E 2' 16' ROADWAY 37' EASEMENT 5' SIDEWALK B F D C A - 30" VALLEY C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. F - 30" STD. C&G 2.5' B A 8' PARKING2.5' PARK FRONTAGE RESIDENTIAL UNIT FRONTAGE 27' ROADWAY SECTION 11' ROADWAY 11' ROADWAY 51' RIGHT OF WAY CROSS-SECTION F RESIDENTIAL/LOCAL STREET WITH NO ON-STREET PARKING AND RESIDENTIAL DRIVEWAY *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) F B D C E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. F - 30" VALLEY C&G 31' ROADWAY SECTION 6' UTILITY/ LANDSCAPE STRIP 1' 13' ROADWAY 13' ROADWAY 55' RIGHT OF WAY CROSS-SECTION E RESIDENTIAL/LOCAL STREET WITH SINGLE SIDE ON-STREET PARKING AND RESIDENTIAL DRIVEWAY *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) B D C E 5' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 2.5'2.5'2.5'2.5' 12' DRIVEWAY AF A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. F - 30" VALLEY C&G 12' DRIVEWAY A 1' 82' RIGHT OF WAY VARIES 0'-5.5' D B C A E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 3" S9.5B D - 4" I19.0B E - 10" C.A.B.C. 12' ROADWAY NOTE: WHEN A WIDER SIDEWALK IS DESIRED FOR PEDESTRIAN ACTIVITY THE SIDEWALK MAY EXTEND PAST THE RIGHT OF WAY AND BE INSIDE A RECORDED EASEMENT IN THIS CASE CROSS-SECTION B1 M1, R1, R3 COLLECTOR VARIABLE WIDTH UTILITY/LANDSCAPE STRIP39' ROADWAY SECTION 12' ROADWAYSIDEWALK 5' MIN. VARIABLE WIDTH UTILITY/LANDSCAPE STRIP VARIES 0'-2.5' 2.5'2.5'5' BIKE LANE 5' BIKE LANE Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C8.0 - C8.6 DETAILS.dwg- Wednesday, May 12, 2021 6:54:04 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONROADWAY DETAILSC8.0 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C8.0 - C8.6 DETAILS.dwg- Wednesday, May 12, 2021 6:54:10 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONROADWAY DETAILSC8.1 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C8.0 - C8.6 DETAILS.dwg- Wednesday, May 12, 2021 6:54:22 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONDETAILS C8.2 Grid Length 4" Perforated PVC Drainage Tile (If Required) Typical Reinforced Wall Section - Preliminary -WALL DESIGN TO BE PROVIDED BY GEOTECHNIAL AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION Unreinforced Concrete or Crushed Stone Leveling Pad Foundation Soil Standard Unit - 1" Setback Finished Grade Approximate Limits of Excavation Retained Soil Unit Drainage Fill (3/4" Crushed Rock or Stone) See NOTE for color 24" 64 1 Keystone Cap Unit Reinforced Soil 8" Min. Low Permeable Soil NOTE: STANDARD WALLS SHALL BE INTEGRALLY TINTED OR STAINED AN -FENCING WILL BE REQUIRED WHERE THE RETAINING WALL IS IN EXCESS OF 30 INCHES IN HEIGHT. SEE DECORATIVE FENCE DETAIL. EARTH TONE COLOR. Note: BW = FINISHED GRADE AT BOTTOM OF WALL TO WALLS LOCATED OUTSIDE TOWN OF APEX VARIABLE WIDTH UTILITY EASEMENTS. THIS DETAIL IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND AND ONLY APPLICABLE WOOD FENCE DETAIL 2x4 2x42x4 2x6 TOP RAIL FLAT 6x6x8 POST 8' CONCRETE 2' IN GROUND CONCRETE 2' IN GROUND6'2" HIGH POST CAP 2x4 2x6 FLAT MAIL KIOSK DETAIL THE KIOSK DESIGN IS CONCEPTUAL AND FINAL DESIGN WILL BE PROVIDED AT THE TIME OF AMENITY SITE PLAN DRAWINGS. THIS AREA WILL SERVE ALL OF THE UNITS EXCEPT THE WESTERNMOST ACCESS POINTS.. DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C8.0 - C8.6 DETAILS.dwg- Wednesday, May 12, 2021 6:54:36 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSEWER DETAILSC8.3 TYPICAL BURIED GRAVITY SEWER MAIN WETLAND CROSSING DETAIL NOT TO SCALE DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C8.0 - C8.6 DETAILS.dwg- Wednesday, May 12, 2021 6:54:48 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSTORM & WATER DETAILSC8.4 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C8.0 - C8.6 DETAILS.dwg- Wednesday, May 12, 2021 6:54:57 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONEROSION CONTROLC8.5 6' RB8 6' X 6' 28' X 10.5' X 22" 2'X8'X8' 298.5 296 295.8 SEE C5.0 TABLE SEE C5.0 TABLE 10' RB11 6' X 6' 28' X 10.5' X 22" 2'X8'X8' 294.25 297.5 274.4 SEE C5.0 TABLE SEE C5.0 TABLE 5/19/2021 5/19/20215/19/2021 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C8.0 - C8.6 DETAILS.dwg- Wednesday, May 12, 2021 6:55:02 AM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONNCDEQ NCGO1PLAN SHEETC8.6 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed 7 7 GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. A BELOW GRADE WASHOUT STRUCTURE 1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING 3'-0"MIN.& X'MAX.SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGH COHESIVE & LOW FILTRATION SOIL BERM 8"6" 2' HIGH COHESIVE & LOW FILTRATION SOIL BERM1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING B B 3'-0"MIN.& X'MAX.A SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER CONCRETE WASHOUT CONCRETE WASHOUT PLAN CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) SILT FENCE 10' MIN10' MIN HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This general permit as well as the certificate of coverage, after it is received. (b)Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. (c)All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that must be reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (a)Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b)Anticipated bypasses and unanticipated bypasses. (c)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. NCGO1-SELF INSPECTION, RECORDKEEPING & REPORTINGNCGO1-DETAIL GROUND STABILIZATION AND HANDLING PLAN PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EFFECTIVE: 04/01/19 EFFECTIVE: 04/01/19 DocuSign Envelope ID: 05E59DD7-D28C-4F58-8328-A93D939D804D 5/12/2021 LANDSCAPE KEY: LST - LIQUIDAMBAR STYRACIFLUA LARGE DECIDUOUS TREES: MGL - METASEQUOIA GLYPTOSTROBOIDES ABU - ACER BUERGERIANUM QLA - QUERCUS LAURIFLOIA SMALL DECIDUOUS TREES: CCA - CERCIS CANADENSIS SJA - STYRAX JAPONICA PCH - PISTACIA CHINENSIS CRE - CHIONANTHUS RETUSUS SMALL EVERGREEN TREES: OFR - OSMANTHUS FRAGRANS JVB - JUNIPERUS VIRGINIANA 'BRODIE' SHRUBS: AGR - ABELIA X GRANDIFLORA ICN - ILEX CORNUTA 'NEEDLEPOINT' CSA - CAMELLIA SASANQUA MVI - MAGNOLIA VIRGINIANA GBI - GINKGO BILOBA CBE - CARPINUS BETULUS 'FASTIGIATA' TDI - TAXODIUM DISTICHUM ZSG - ZELKOVA SERRATA 'GREENVASE' QNU - QUERCUS NUTTALLII CKY - CLANDRASTIS KENTUCKEA CKO - CORNUS KOUSA MST - MAGNOLIA STELLATA IMN - ILEX 'MARY NELL' ICO - ILEX X 'CONIN' IGL - ILEX GLABRA LCR - LOROPETALUM CHINESE VAR. RUBRUM 'BURGENDY' LPD - LOROPETALUM CHINESE 'PURPLE DIAMOND' STREET LIGHT R25' MISCELLANEOUS: LE - LANDSCAPE EASEMENT [TYP] Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:38:34 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 LANDSCAPE GENERALCONDITIONSL1.0 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE C LANDSCAPE SCREEN - C-75 100' UNDISTURBED LANDSCAPE SCREEN - C-225 30' TYPE A LANDSCAPE SCREEN - A-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT GENERAL LANDSCAPE NOTES: 1.THE CONTRACTOR SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE EXISTING PLANTS, FACILITIES AND STRUCTURES THAT ARE TO REMAIN. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. ADJACENT STREETS AND SIDEWALKS SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST-FREE. 2.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH MUNICIPAL STANDARDS AND SPECIFICATIONS, AND NCDOT, STANDARDS AND SPECIFICATIONS IF APPLICABLE. 3.NO CHANGES TO ANY ASPECT OF APPROVED SITE PLAN, INCLUDING BUT NOT LIMITED TO LANDSCAPING, GRADING, BUILDING ELEVATIONS, LIGHTING, OR UTILITIES SHALL BE MADE WITHOUT THE APPROVAL OF THE GOVERNING MUNICIPALITY. 4.ALL PLANTS PROVIDED BY THE CONTRACTOR SHALL MEET OR SURPASS THE SPECIFICATIONS GIVEN IN THE PLANT TABLE AND CONFORM TO THE AMERICAN STANDARD OF NURSERY STOCK, ANSI Z601-1973 IN REGARD TO SIZING, GROWING AND B&B SPECIFICATIONS. PLANTS SHALL BE FULL AND HEAVY, AND IN HEALTHY CONDITION AT THE TIME OF PLANTING. LANDSCAPE ARCHITECT SHALL REJECT ANY PLANT NOT MEETING THESE GUIDELINES AND REQUIRE REPLACEMENT. 5.ALL PLANTS ARE TO BE FULLY GUARANTEED (INCLUDING LABOR AND MATERIALS) FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM FINAL ACCEPTANCE. 6.[PLANTING SHALL FOLLOW NCDOT STANDARD SPECIFICATIONS AS OUTLINED IN SECTION 1670. PLANTING SEASON IS OCTOBER 15 - MARCH 15, UNLESS OTHERWISE NOTED OR APPROVED BY NCDOT ENGINEER.] ALL PLANTS THAT ARE UNABLE TO BE IMMEDIATELY PLANTED SHALL BE STORED IN A PROTECTED AREA OUT OF DIRECT SUN AND WIND. PLANTS SHALL BE EVENLY AND CONSISTENTLY WATERED, AS NEEDED, TO PREVENT DRYING OF ROOTS. ROOT BALLS OF B&B STOCK SHALL BE COVERED WITH AT LEAST 4 INCHES OF HARDWOOD MULCH TO MAINTAIN MOISTURE IN ROOTS. 7.THE CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES SHOWN ON PLANS AND CLARIFY ANY DISCREPANCIES WITH LANDSCAPE ARCHITECT PRIOR TO PURCHASING PLANTS. CONTRACTOR SHALL TAG ALL TREES (AS DESIGNATED IN THE MASTER PLANT LIST) AT THE NURSERY FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PURCHASING PLANTS. 8.LANDSCAPE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY PROPOSED PLANT SUBSTITUTIONS BY THE CONTRACTOR. NO SUBSTITUTIONS SHALL BE MADE UNDER ANY CIRCUMSTANCES WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 9.ALL PLANTS AND PLANTING BEDS ARE TO BE LOCATED BY SCALED DIMENSIONS FROM BUILDINGS, CURBS, PAVEMENTS, ETC. SPECIFIC ATTENTION SHALL BE GIVEN TO ENSURE THAT PLANTS INDIVIDUALLY SHOWN ON THE PLAN ARE ACCURATELY LOCATED. LOCATION OF ALL PLANTS SHALL BE REVIEWED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE FOR REVIEW. 10.A PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL NEW PLANTING BEDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ALLOWED TO DISSIPATE PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. 11.ALL LANDSCAPE AREAS ARE TO BE GRADED FOR POSITIVE DRAINAGE AND TO ENSURE NO STANDING WATER. SEE GRADING PLAN FOR SPECIFIC GRADING INFORMATION. 12.ESTABLISH AND MAINTAIN TOP OF GRADE BELOW ADJACENT CURBS, WALKWAYS AND OTHER HARDSCAPE AREAS TO ALLOW FOR INSTALLATION OF MULCH. 13.ALL PLANTING BEDS ARE TO BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3 INCHES. MULCH SHALL BE DARK BROWN, DESIGNER-GRADE, DOUBLE-SHREDDED HARDWOOD. NO PINE STRAW IS PERMITTED. CONTRACTOR TO SUBMIT A SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND DELIVERY TO PROJECT SITE. 14.FINISH OFF 2-4' CLEAR ZONE AROUND TREES WITH A 3" LAYER OF MULCH, BUT DO NOT PLACE UP AGAINST OR MOUND AROUND THE ROOT FLARE. 15.MIXED GROUNDCOVER AND PLANTS SPECIFIED FOR MASS PLANTINGS SHALL BE PLANTED IN GROUPS OF 3-7 AND LOCATED AS REQUIRED TO PROVIDE A GENERAL MIXING OF SPECIES. DO NOT PLANT IN ROWS OR REPETITIVE PATTERNS UNLESS OTHERWISE DIRECTED. 16.ALL TREES ADJACENT TO PEDESTRIAN WALKWAYS AND IN SIGHT TRIANGLES SHALL BE UNDER-TRIMMED SUFFICIENTLY TO ALLOW CLEAR SIGHT AND PEDESTRIAN ACCESS UP TO 6 FEET ABOVE SIDEWALK ELEVATION. ALL PRUNING SHALL BE PERFORMED BY A CERTIFIED ARBORIST, AND ADHERE TO THE ANSI A300 PRUNING STANDARD. PRUNING CUTS ARE TO BE DELIBERATE AND TARGETED ONLY TO THE NECESSARY BRANCHES IN ORDER TO SATISFY SIGHT AND CLEARANCE REQUIREMENTS WHILE MAINTAINING THE INTEGRITY OF THE TREES. 17.CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO WATERING, MULCHING, SPRAYING, FERTILIZING, ETC.) OF THE PLANTING AREAS UNTIL FINAL ACCEPTANCE. 18.ANY PLANT WHICH DIES, TURNS BROWN OR DEFOLIATES PRIOR TO FINAL ACCEPTANCE OF THE WORK SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, IN ACCORDANCE WITH THE APPROPRIATE PLANTING SEASON, QUANTITY AND SIZE TO MEET PLAN SPECIFICATIONS. 19.UTILITIES SHOWN ON THE LANDSCAPE DRAWINGS ARE FOR REFERENCE ONLY. SEE UTILITY DRAWINGS FOR EXISTING AND PROPOSED UTILITY LOCATIONS. THE CONTRACTOR MUST LOCATE AND VERIFY ALL SUCH INFORMATION, INCLUDING INFORMATION NOT SHOWN ON THE PLANS, BY CONTACTING THE INDIVIDUAL UTILITY COMPANY & INVESTIGATING THE SITE TO DETERMINE THE EXACT LOCATION OF UTILITY LINES AND STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, AND TO THE SATISFACTION OF THE PROJECT OWNER AND THE UTILITY OWNER, DAMAGE TO ANY UTILITY CAUSED BY HIS WORK. HE SHALL IMMEDIATELY NOTIFY THE OWNER AND THE UTILITY OWNER OF ANY DAMAGE TO ANY UTILITY BY HIS OPERATION. 20.THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). 21.ALL ABOVE-GROUND HVAC EQUIPMENT AND UTILITY DEVICES (TO INCLUDE, BUT NOT LIMITED TO TELEPHONE AND CABLE PEDESTALS; ELECTRICAL TRANSFORMERS; BACKFLOW-DEVICE HOTBOX; ETC) SHALL BE SCREENED FROM OFF-SITE VIEW BY EVERGREEN SHRUBS, FENCE, OR WALL. TREE PROTECTION NOTES: 1.ALL TREES THAT ARE TO REMAIN, WITHIN OR DIRECTLY ADJACENT TO THE LIMITS OF WORK, MUST BE PROTECTED WITH 6' TALL CHAIN LINK FENCE TO THE EXTENT OF THE TREE BOX OR THE DRIP LINE IN A PLANTING STRIP. THE DRIP LINE IS DEFINED AS THE GROUND AREA UNDER THE CANOPY OF THE TREE. FENCING IS TO BE INSTALLED PRIOR TO CONSTRUCTION, MAINTAINED THROUGHOUT, AND REMOVED ONLY AT THE END OF THE PROJECT. 2.NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE ROOT ZONE OF A TREE WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST: ALTERATION OR DISTURBANCE TO EXISTING GRADE; STAGING OR STORAGE OF CONSTRUCTION MATERIALS, EQUIPMENT, SOIL OR DEBRIS; TRENCHING; OR DISPOSAL OF ANY LIQUIDS. 3.NO HEAVY EQUIPMENT SHALL BE USED WITHIN THE DRIP LINE OF AN EXISTING TREE. 4.APPROVED EXCAVATIONS WITHIN THE DRIP LINE SHALL PROCEED WITH CARE BY USE OF HAND TOOLS OR EQUIPMENT THAT WILL NOT CAUSE INJURY TO TREE TRUNKS, BRANCHES AND ROOTS. 5.NO ROOTS GREATER THAN 2 INCHES IN DIAMETER SHALL BE CUT WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST. EXPOSED ROOTS 2 INCHES AND LARGER IN DIAMETER SHALL BE WRAPPED IN BURLAP OR OTHER APPROVED MATERIAL AND KEPT MOIST AT ALL TIMES. 6.IF THERE ARE ANY TREE CONFLICTS ON THIS JOB SITE, PERMIT HOLDER MUST SUSPEND ALL WORK THAT CONTRIBUTES TO THE CONFLICT AND IMMEDIATELY CONTACT LANDSCAPE ARCHITECT OR PROJECT ARBORIST FOR DIRECTION AND CLEARANCE TO CONTINUE THE CONFLICTING WORK. 7.TREES THAT ARE PROTECTED SHALL BE THOROUGHLY WATERED AS REQUIRED TO KEEP ROOT BALLS FROM DRYING OUT, ESPECIALLY BETWEEN APRIL THROUGH SEPTEMBER. PREPARATION FOR PLANTED AREAS (ORNAMENTAL PLANT BEDS): 1.PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE FERTILIZER AND LIME NEEDS. 2.RIP AND LOOSEN SUBGRADE OF PLANTED AREAS TO A MINIMUM OF DEPTH OF 18". REMOVE STONES AND ANY OTHER DEBRIS OVER 1 1 2" IN ANY DIMENSION. LIMIT PREPARATION TO AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION. -INCORPORATE 6 INCHES OF 50 50 BLENDED SOIL INTO THE AREAS TO BE PLANTED. PLACE 1 2 " DEPTH OF 50 50 SOIL OVER THE AREA AND WORK IT INTO THE TOP OF THE LOOSENED SUBGRADE TO CREATE A TRANSITION LAYER AND THEN PLACE ANOTHER 1 2 " DEPTH OF 50/50 SOIL. 3.SPREAD AMENDMENTS BASED ON SOIL SAMPLE RESULTS INCLUDING SLOW RELEASE NITROGEN AND TRIPLE SUPERPHOSPHATE FERTILIZER, LIME, AND ORGANIC MATTER. 4.IN HEAVY CLAY SOILS WITH LOW CEC PROVIDE HUMIIC ACID OR A COMPARABLE PRODUCT TO INCREASE CATION EXCHANGE CAPACITY OF THE SOIL. 5.IN HEAVY CLAY SOILS ADD 1 INCH OF STALITE AND INCORPORATE INTO THE TOP 4 INCHES OF SOIL. 6.GRADE AREAS TO A SMOOTH AND EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS, AS REQUIRED. LIMIT FINE GRADING TO AREAS THAT CAN BE PLANTED IMMEDIATELY. LIMIT FOOT TRAFFIC. PREPARATION FOR INSTALLATION OF LAWNS: 1.PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE FERTILIZER AND LIME NEEDS. 2.RIP AND LOOSEN SUBGRADE OF LAWN AREAS TO A MINIMUM OF DEPTH OF 6". REMOVE STONES AND ANY OTHER DEBRIS OVER 1 1 2" IN ANY DIMENSION. LIMIT PREPARATION TO AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION. 3.PLACE 1 2 " DEPTH OF SCREENED TOP SOIL OVER THE LAWN AREA AND WORK IT INTO THE TOP OF THE LOOSENED SUBGRADE TO CREATE A TRANSITION LAYER AND THEN PLACE ANOTHER 1 2 " DEPTH OF SCREENED TOP SOIL. 4.SPREAD AMENDMENTS BASED ON SOIL SAMPLE RESULTS INCLUDING FERTILIZER, LIME, AND ORGANIC MATTER. 5.IN HEAVY CLAY SOILS WITH LOW CEC PROVIDE HUMIC ACID OR A COMPARABLE PRODUCT TO INCREASE CATION EXCHANGE CAPACITY OF THE SOIL. 6.ALLOW FOR SOD THICKNESS WHEN FINE GRADING. 7.GRADE LAWN AREAS TO A SMOOTH AND EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. ROLL, RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS, AS REQUIRED. LIMIT FINE GRADING TO AREAS THAT CAN BE PLANTED IMMEDIATELY. LIMIT FOOT TRAFFIC. 8.MOISTEN PREPARED LAWN AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING LAWNS. AVOID CREATING MUDDY CONDITIONS. 9.INSTALL FRESH CUT 'TIFTUF' BERMUDA SOD IN LAWN AREAS SPECIFIED IN THE LANDSCAPE PLAN TO BE SODDED. 10.SOD TO BE INSTALLED IN STRAIGHT LINES WITH SHOVED JOINTS BETWEEN EACH PIECE. GAPS SHALL BE 1 2" OR LESS. 11.SOD ON SLOPE TO BE INSTALLED PERPENDICULAR TO THE SLOPE. 12.WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. 13.WATER NEWLY SODDED AREAS AND KEEP MOIST UNTIL NEW GRASS IS ESTABLISHED SEEDING NEW LAWN AREAS AND DAMAGED EXISTING LAWNS: 14.PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE FERTILIZER AND LIME NEEDS. 15.RAKE SEED LIGHTLY INTO TOP 1 8 " OF SOIL, ROLL LIGHTLY AND WATER WITH FINE SPRAY. 16.PROTECT SEEDED AREAS BY LIGHTLY SPREADING WHEAT STRAW MULCH, SPREAD BY HAND, BLOWER OR OTHER SUITABLE EQUIPMENT TO FORM A CONTINUOUS BLANKET IN LOOSE THICKNESS OVER SEEDED AREAS. 17.ANCHOR STRAW MULCH BY CRIMPING INTO SOIL WITH SUITABLE MECHANICAL EQUIPMENT. 18.ANCHOR STRAW MULCH WITH NETTING FOR SLOPES. 19.WATER SEED THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. 20.WATER NEWLY SEEDED AREAS AND KEEP MOIST UNTIL NEW GRASS IS ESTABLISHED. GENERAL MAINTENANCE OF LANDSCAPING AND SITE: 21.THE PROPERTY OWNER, INCLUDING SUBSEQUENT OR SUCCESSOR OWNER, AND THEIR AUTHORIZED AGENTS ARE JOINTLY AND SEVERALLY RESPONSIBLE FOR MAINTENANCE OF LANDSCAPING ON THE PROPERTY ON A CONTINUING BASIDS FOR THE LIFE OF THE DEVELOPMENT. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. 22.LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER MATERIALS OR PLANTS NOT A PART OF THE LANDSCAPING. 23.REQUIRED LANDSCAPING SHALL BE MAINTAINED IN PERPETUITY. AFTER INITIAL INSTALLATION, THE OWNER OF THE PROPERTY UPON WHICH THE LANDSCAPING IS INSTALLED SHALL MAINTAIN ALL REQUIRED PLANTINGS IN A HEALTHY, VIGOROUS AND ATTRACTIVE STATE. 24.ALL REQUIRED PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON. PLANT MATERIALS WHICH EXHIBIT EVIDENCE OF INSECT PESTS, DISEASE AND/OR DAMAGE SHALL BE APPROPRIATELY TREATED. DEAD PLANTS SHALL BE PROMPTLY REMOVED AND REPLACED WITHIN THE NEXT PLANTING SEASON AFTER REMOVAL. IF REPLACEMENT IS NECESSARY, ALL PLANTS AND OTHER NON-LIVING LANDSCAPE MATERIALS SHALL BE EQUAL IN SIZE, DENSITY AND APPEARANCE AS ORIGINALLY REQUIRED AT THE TIME OF THE APPROVAL OF THE DEVELOPMENT PERMIT. TOWN OF HOLLY SPRINGS LANDSCAPE NOTES 1.ALL STREET TREES SHALL BE LOCATED A MINIMUM OF 25' FROM THE BASE OF ALL STREET LIGHT POLES. 2.TREES SHALL BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY, FRESHLY DUG NORMALLY SHAPED, HEAVY AND WELL BRANCHED; WITH FULL FOLIAGE WHEN IN LEAF AND SHALL HAVE HEALTHY, WELL DEVELOPED SYSTEMS. TREES MUST BE SELF SUPPORTING, WITH STRAIGHT TRUNKS AND WITH LEADERS INTACT. ALL WOUNDS PRESENT AT THE TIME OF DIGGING MUST EXHIBIT CALLUSING, WITH THE BARK AT THE EDGES OF ANY SUCH WOUND TIGHT AND INTACT. NO ABRASIONS OR UNHEALED CUTS ARE ALLOWED ON THE TRUNKS OF TREES. ALL TREES FURNISHED SHALL BE FREE OF ANY INSECT INFESTATIONS. 3.ALL TREES PLANTED TO MEET THE STREET TREE REQUIREMENT MUST BE WELL MATCHED SPECIMENS. THE DEVELOPER SHALL PROVIDE WRITTEN CERTIFICATION THAT THE PLANT MATERIAL MEETS THIS QUALITY REQUIREMENT AT THE TIME OF INSTALLATION. 4.IN ORDER TO MAINTAIN A HIGH QUALITY OF URBAN STREETSCAPE, EACH RESIDENTIAL STREET MUST CONTAIN A LEAST (2) SPECIES OF TREES WITH A SIMILAR CANOPY. NO MORE THAN 50% OF A SINGLE SPECIES SHALL BE USED ON EACH STREET. 5.CENTERED IN THE PUBLIC RIGHT-OF-WAY WITHIN THE UTILITY STRIP BETWEEN THE SIDEWALK AND CURB OR CENTERED BETWEEN RIGHT-OF-WAY LINE AND CURB IF NO SIDEWALK IS PRESENT. 6.WHERE NOTE #5 IS DEEMED NOT FEASIBLE AND PRACTICAL; THE DIRECTOR SHALL HAVE THE AUTHORITY TO MODIFY AND APPROVE ACCEPTABLE ALTERNATIVES TO STREET TREE REQUIREMENTS. 7.STREET TREES MUST BE INSTALLED PRIOR TO THE CERTIFICATE OF UDO COMPLIANCE FOR THE DWELLING ON THE LOT WHERE THE TREE IS LOCATED. 8.AT THE TIME OF INSTALLATION THE NURSERY TAGS MUST REMAIN ON THE STREET TREES AND WRITTEN STATEMENT MUST BE SUBMITTED TO THE DEPARTMENT OF PLANNING & ZONING TO CERTIFY THE CORRECT SPECIES OF TREES HAVE BEEN INSTALLED. 9.ALL REPLACEMENT AND MAINTENANCE SHALL BE IN ACCORDANCE WITH TOWN POLICY STATEMENT #P-039. 10.NO SPECIES OF PLANT WITHIN ITS GIVEN CATEGORY SHALL EXCEED 25% OF THE TOTAL QUANTITY OF PLANTS WITHIN THAT CATEGORY. 11.FOR ALL LANDSCAPE SCREENING EXISTING VEGETATION CAN BE USED TO SATISFY THE PUV REQUIREMENT. 12.TREE SURVEYS WILL BE PROVIDED AT TIME OF PRELIMINARY PLAN OR DEVELOPMENT PLAN TO CONFIRM REQUIRED PUV HAS BEEN ACHIEVED WITH EXISTING VEGETATION. 13.FINAL DESIGN OF THE PERMIT YARDS SHALL USE THE DETAIL BUT THAT MODIFICATIONS CAN BE MADE TO ACCOMMODATE SITE FEATURES AS NECESSARY. 14.STREET TREES ARE REQUIRED AT DEVELOPMENT PLAN OR PRELIMINARY SUBDIVISION PLAN REVIEW 15.STREET TREE SPECIES SHALL ADHERE TO THE RECOMMENDATION OF THE TOWN OF HOLLY SPRINGS PROFFERED MATERIALS LIST 12.01. 16.STREET TREE LOCATIONS SHALL BE SHOWN WITH APPROVED LIGHTING FIXTURE LOCATIONS SHALL BE POSITIONED AS TO NOT INTERFERE WITH ANY LIGHTING FIXTURES OR ANY SITE DISTANCE TRIANGLES. 17.SITE DISTANCE: ANY STREET TREE THAT FALLS WITHIN A SIGHT DISTANCE TRIANGLE MUST BE INSTALLED AS A SINGLE STEM TREE. STREET TREE MUST BE LIMBED UP TO CREATE A CLEAR ZONE BENEATH THE CANOPY FROM THE FINISHED GRADE TO A HEIGHT OF 8 FEET. 18. CONTRACTOR TO FIELD ADJUST TREES SUCH THAT CONFLICTS WITH UTILITIES ARE MINIMIZED TO THE FULLEST EXTENT POSSIBLE. 19.ALL PREVIOUS CONDITIONS OF CAROLINA SPRINGS PLANNED UNIT DEVELOPMENT SHALL APPLY TO THIS AMENDMENT EXCEPT FOR ANY CONDITIONS THAT DESCRIBES FEE OR FEE-IN-LIEU TO BE PAID SHALL NOW COMPLY WITH THE CURRENT AMOUNTS DUE PURSUANT TO THE TOWN'S CURRENT ANNUAL BUDGET OR ANY UNEXPIRED DEVELOPMENT AGREEMENT. FRONT, SIDE & REAR YARDS AND FRONT, SIDE & REAR BUFFERYARDS: 1.ALL REQUIRED YARDS AND BUFFERYARDS SHALL BE LANDSCAPED IN COMPLIANCE WITH THE REQUIREMENTS IN TABLE 7.01 C - TYPE AND PLANT UNIT VALUE OF REQUIRED LANDSCAPING. 2.ALONG THOROUGHFARES, TREES SHALL BE PLANTED SO AS TO CREATE THE VISUAL APPEARANCE OF STREET TREES AS FOLLOWS: 2.1.DECIDUOUS TREES AS SPECIFIED IN SECTION 12.01 - PREFERRED LANDSCAPE MATERIALS OF THE TOWN OF HOLLY SPRINGS 'DEVELOPMENT PROCEDURES MANUAL', OR AS FURTHER SPECIFIED IN THE TOWN OF HOLLY SPRINGS COMPREHENSIVE PLAN THOROUGHFARE PLANTING PLAN. 2.2.WHERE EXISTING OHE UTILITIES INTERFERE WITH PART OF THE LANDSCAPE AREA, THE LARGE TREE REQUIREMENT MAY BE SUBSTITUTED BY INSTALLING SMALL DECIDUOUS TREES. 3.REQUIREMENTS: LARGE DECIDUOUS TREES = 2" CAL. (40' O.C. ON AVERAGE) SMALL DECIDUOUS TREE = 1" CAL. (30' O.C. ON AVERAGE) 4.ALL TREES SHALL BE LOCATED A MINIMUM OF 50' FROM THE POINT OF TANGENCY OF CURB RADII AT STREET INTERSECTIONS AND OUTSIDE OF SITE DISTANCE TRIANGLES IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS ' ENGINEERING DESIGN & CONSTRUCTION STANDARDS', 5.ALL TREES SHALL BE LOCATED 25' FROM THE BASE OF ALL LIGHT POLES. 6.ALL TREES SHALL BE LOCATED WITHIN 5' OF THE RIGHT-OF-WAY LINE ON THE PRIVATE PROPERTY SIDE.. 7.AT THE TIME OF INSTALLATION, THE NURSERY TAGS MUST REMAIN ON THE TREES AND A WRITTEN STATEMENT MUST BE SUBMITTED TO THE DEPARTMENT OF PLANNING & ZONING TO CERTIFY THAT THE CORRECT SPECIES OF TREE(S) HAS BEEN INSTALLED. 8.TREES SHALL BE INSTALLED WITH ROOT GUARDS IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS 'ENGINEERING DESIGN & CONSTRUCTION STANDARDS'. DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 TRTR RR R R R R R R R R RWGGGG G G G G G G G G G G G G G G G G G G G G G G G G WOO DS CREEK R OA D 100' PUBLIC RIG HT OF WAY WOODS CRE E K R O A D 60' PUBLIC R I G H T O F W A Y 20' PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 GRAVE DRIVEOAKS END DRIVE80' PUBLIC RIGHT OF WAY WOODS CREE K R O A D 100' PUBLIC R I G H T O F W A Y WOOD S C R E E K R O A D 100' P U B LI C RI G H T O F W A Y OLD H OLL Y SP RI N GS A PEX ROAD60' PUBLI C RI G HT OF WAY 20' PUBL IC SANITARY SEWER EASEMENTOAKS END DRIVE80' PUBL IC RIGHT OF WAY VARIABLE WIDTH PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 20' PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 G G G G G G G G G GGG G E E EE EPERMANENT UTILITY EASEMENT per DB 16972, PG 217 W O O D S C R E E K R O A D 60 ' P U B L I C RI G H T O F W A YWO O D S C R E E K R O A D60' PUBLIC RIGHT OF WAYWO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYWETLAND AREA W31 30' HOLLY SPRINGS CAPE FEAR BUFFER HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 GGGGGGGGGGGGGGG30' HOLLY SPRINGS CAFE FEAR BUFFERWOODFIELD DEAD END ROAD(82' PUBLIC ROW)30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' CARD INAL P IPEL INE COMPANY , LLC& CARD INAL EXTENS ION COMPANY R /WDB 14033 , PG . 1262 50' DIXIE PIPELINE COMPANY R/W DB 2758, PG. 643 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 30' HOLLY SPRINGS CAFE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER SCM 8 WET DETENTION POND SCM 1 SCM 10 WET DETENTION POND SCM 7 CONSTRUCTED WETLANDS CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 SCM 6 CONSTRUCTED WETLANDS SCM 12 WET DETENTION POND SCM 9 WET DETENTION POND CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW)WOODFIELD DEAD ENDROAD (82' PUBLIC ROW) S R 1 1 5 4 - WO O D S C R E E K RO A D ( E X I S T I N G 6 0 ' P U B L I C R /W D B 9 2 6 4 P G 2 9 5 )ALLEY 8(25' ACCESSEASEMENT)STREET K (51' PUBLIC R/W) STREET K (25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)FLOODWAY FEMA 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN STREET C(55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET F (55' PUBL I C R O W )STREET C (55' PUBLI C R O W)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET L(55' PUBLIC ROW)STREET D (55' PUBLIC ROW)STREET D (55' PUBLIC ROW)ALLEY 2(25' ACCESS EASEMENT)ALLEY 3 (25' ACCESS EASEMENT)STREET M(55' PUBLIC ROW)STREET R (55' PUBLIC ROW) STREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)AL L E Y 7 (VA R I A B L E W I D T H A C C E S S E A S E M E N T ) ALLEY 1 (25' ACCESS EASEMENT)ALLEY 1 (25' ACCESS EASEMENT) ALLEY 11 (25' ACCESS EASEMENT)ALLEY 9(25' ACCESSEASEMENT)ALLEY 9(25' ACCESSEASEMENT)FLOODWAY ALLEY 10 (35' ACCESS EASEMENT) 30' HOLLY SPRINGS CAPE FEAR BUFFER ALL E Y 6 (25' A C C E S S E A S E M E N T ) ALLEY 1 (VARIABLE WIDTH ACCESS EASEMENT)15 x 287' SDT15 x 287' SDT15 x 331' SDT15 x 331' SDT15 x 287' SDT15 x 287' SDT 15 x 287' SDT 15 x 331' SDT 1 8 x 4 7 8 ' S D T 15 x 287' SDT15 x 332' SDT 15 x 3 3 1 ' S D T 15 x 3 3 1 ' S D T 15 x 3 8 7 ' S D T 15 x 331' SDT 15 x 287' SDT 15 x 287' SDT 15 x 330' SDT 15 x 104' SDT15 x 287' SDT15 x 331' SDT15 x 4 4 1 ' S D T 15 x 3 8 2 ' S D T 18 x 5 8 8 ' S D T 18 x 588' SDT 15 x 287' SDT15 x 437' SDT 15 x 3 8 2 ' S D T S D T 5 8 8 ' S D T 4 7 8 '15 x 331' SDT15 x 287' SDT15 x 331' SDT15 x 331' SDT15 x 331' SDT WOODFIELD DEAD END ROAD (82' PUBLIC ROW) VILLAGE SQUARE / NEIGHBORHOOD DISTRICT CENTER DIVIDING BOUNDARY LINE Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:38:58 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 OVERALL LANDSCAPEPLANL1.01 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE C LANDSCAPE SCREEN - C-75 100' UNDISTURBED LANDSCAPE SCREEN - C-225 30' TYPE A LANDSCAPE SCREEN - A-75 30' TYPE B LANDSCAPE SCREEN - B-225 * SITE DISTANCE: ANY STREET TREE THAT FALLS WITHIN A SIGHT DISTANCE TRIANGLE MUST BE INSTALLED AS A SINGLE STEM TREE. STREET TREE MUST BE LIMBED UP TO CREATE A CLEAR ZONE BENEATH THE CANOPY FROM THE FINISHED GRADE TO A HEIGHT OF 8 FEET. ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT LE - LANDSCAPE EASEMENT [TYP] * CONTRACTOR TO FIELD ADJUST TREES SUCH THAT CONFLICTS WITH UTILITIES ARE MINIMIZED TO THE FULLEST EXTENT POSSIBLE. DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 XTP TP30' TYPE B LANDSCAPE SCREEN 30' TYPE B LANDSCAPE SCREEN N-16 N-17 N-18 N-19 N-20 N-21 N-22 N-23 N-24 N-25 N-26 N-27 N-28 N-29 W-23 W-24 XTP TPR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW RRRRRRWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R POND 144139133 111112 127128 113 129 116 348 117 349 118 350 119 337 345 353 114 130 338 346 121 340 125 341 342 376379380377378381384385382383386389387388 235 236 229 237 197 230 238 198 231 239 199 232 240 200 233 201 226 234 227 392 393 394 395 396 398 399 400 401 402 407406405404 196 195 194 193 192 191 190 189 187 186 185 184 188 412 411 410 375 331 333 334 335 344 126 120 115 155154153152151150148149146145143142141140135134132 403 408 136 137 138 147 131 336 339 332 225 228 414416417419420421 OPEN SPACE OPEN SPACE 124 123 122 343 347 351 352 390 391 397 409413415418 426 425 424 423 422 322 314 329 321 313 328 320 312 327 319 310 326 318 325 317 324 316 323 315 330 311 309 245 244 243 242 241 246 EXISTING POND TO REMAIN WOODFIELD DEAD END ROAD(82' PUBLIC ROW)WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK SCM 8 WET DETENTION POND TOP OF BANK WETLANDS (TYP) PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP)WOODFIELD DEAD END ROAD (82 ' PUBLIC ROW) 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE VARIABLE WIDTH DE LE (TYP) LE (TYP) RETAINING WALL #6 WITH SAFETY RAILINGS RETAINING WALL #8 WITH SAFETY RAILS 20' DE 30' HOLLY SPRINGS CAPE FEAR BUFFER ALLEY 4(25' ACCESS EASEMENT)STREET D (55' PUBLIC ROW) STREET D (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT)WOODFIELD DEADEND ROAD(82' PUBLIC ROW)STREET G(55' PUBLIC ROW)CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW)ALLEY 2(25' ACCESS EASEMENT)STREET D (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT) ALLEY 3 (25' ACCESS EASEMENT) VARIABLE WIDTH PUE RETAINING WALL #9 CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) 10' RETAINING WALL EASEMENT 15 x 331' SDT 15 x 287' SDT 15 x 331' SDT 15 x 331' SDT15 x 437' SDT15 x 113 ' SDT15 x 122' SDT15 x 331' SDT 15 x 287' SDT 15 x 331' SDT 15 x 287' SDT 15 x 287' SDT15 x 331' SDT15 x 287' SDT15 x 419' SDT15 x 287' SDT15 x 331' SDT15 x 331' SDT15 x 331' SDT 15 x 287' SDT 15 x 287' SDT 15 x 331' SDT 15 x 331' SDTRETAINING WALL #11 WITH SAFETY RAILS RETAINING WALL #12 WITH SAFETY RAILS 20' PDE VARIABLE WIDTH PUE 30' PDE 5-QLA 2-ZSG 2-TDI 6-CCA 4-ZSG 1-ZSG 1-QLA 2-QLA 4-CBE 3-ABU 4-CBE 1-QLA1-QLA 6-SJA 3-TDI 2-ABU 7-QLA 2-PCH 4-CCA 4-CCA 3-CCA 2-MST 1-ZSG 1-QLA 1-PCH 5-QLA 4-TDI 2-QLA 4-CKO 4-CKO2-QLA 6-CBE 1-ABU 2-ABU 1-QLA 1-ZSG 4-ICO 6-LCR 7-LPD 4-IMN 7-AGR 5-MVI 6-LPD 4-JVB 6-AGR 4-IMN 2-ZSG 5-OFR 9-LCR 7-ICN5-JVB 6-LPD 4-IMN 6-AGR 4-OFR 4-IMN 2-CBE 2-CBE STREET TREE SHALL HAVE CANOPY PRUNED TO A 8' CLEAR FROM THE GROUND FOR VISIBILITY 4-ZSG EXISTING BUFFERS TO BE REPLANTED IN THE AREAS TO BE GRADED OR DISTURBED. REFER TO BUFFER DETAIL 2 ON SHEET L2.1 EXISTING BUFFERS TO BE REPLANTED IN THE AREAS TO BE GRADING. REFER TO BUFFER DETAIL 1 IN SHEET L2.1 3-LST 6-CSA 1-MGL 25-SGA 3-QLA S.C.M #8 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:39:18 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 LANDSCAPE PLANL1.1 MATCHLINE SHEET L1.2 MATCHLINE SHEET L1.7MATCHLINE SHEET L1.6LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT LE - LANDSCAPE EASEMENT [TYP] FOR AMENITY SITE PLANTS OUTSIDE THE RIGHT OF WAY REFER TO NON-RESIDENTIAL DEVELOPMENT PLAN SET # 21-DP-02 [TYP] DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 TXXXXXXXX XXXXXXXXXXXXXX X X X XRTXXXXXXXXXXXXXXXXXXXXXX X X X XR R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRWRW R WWWWWWWWWWWR R R R R R R R R R R R R R R R R R R R R R R R R R R R RWWWWWWW WWWWWWWWWWWWW W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R G G G G G G G G G G G G G G G G G G G G G G G G G G G G 80 85 84 83 219 211 220 213 221 214 222 215 223 199 207 216 200 208 217 201 209 218 210 49 47 65 73 66 67 68 69 70 63 64 72 71 79 78 81 82 212 206 205 204 203 202 224 225 48505152 53 54 55 56 57 58 5959WOODFIELD DEAD END ROAD(82' PUBLIC ROW)WETLANDS (TYP) WETLANDS (TYP) TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER SCM 8 WET DETENTION POND PUBLIC 30' MULTI-USE TRAIL EASEMENT (TYP)WOODFIELDDEAD END ROAD(82' PUBLIC ROW)50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) 25' ACCESS EASEMENT 25' ACCESS EASEMENT EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN DE DE 20' MULTI-USE TRAIL EASEMENT (TYP) DE PDE 20' PDE 20' DE 20' DE 20' PDE 20' DE 20' DE LE (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) LE (TYP) PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) STREET K STREET F (55' PUBLIC ROW) STREET F (55' PUBLIC R O W )ALLEY 5(25' ACCESS EASEMENT)ALLEY 9(25' ACCESS EASEMENT)ALLEY 9(25' ACCESS EASEMENT)ALLEY 10 (25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)STREET F (55' PUBLIC ROW) STREET F (55' PUBLIC ROW)ALLEY 8(25' ACCESS EASEMENT)ALLEY 4(25' ACCESS EASEMENT)WOODFIELD DEAD END ROAD(82' PUBLIC ROW)RETAINING WALL #10 WITH SAFETY RAILINGS PDE STREET K 51' PUBLIC R/W 15 x 287' SDT15 x 287' SDT15 x 331' SDT15 x 331' SDT15 x 287' SDT15 x 287' SDT 15 x 287' SDT15 x 287' SDT 15 x 287' SDT 15 x 331' SDT 15 x 287' SDT 15 x 331' SDT 15 x 331' S D T 15 x 331' S D T 15 x 287' SDT 15 x 287' SDT 15 x 331' SDT 15 x 287' SDT 15 x 331' SDT 15 x 201' SDT15 x 305' SDT15 x 331' SDT15 x 331' SDT TOP OF BANK LE (TYP) 20' PDE 20' PDE S.C.M #8 VILLAGE SQUARE / NEIGHBORHOOD DISTRICT CENTER DIVIDING BOUNDARY LINE Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:39:38 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 LANDSCAPE PLANL1.2 MATCHLINE SHEET L1.3 MATCHLINE SHEET L1.6MATCHLINE SHEET L1.5MATCHLINE SHEET L1.1 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT LE - LANDSCAPE EASEMENT [TYP] FOR AMENITY SITE PLANTS OUTSIDE THE RIGHT OF WAY REFER TO NON-RESIDENTIAL DEVELOPMENT PLAN SET # 21-DP-02 [TYP] DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 30' TYPE B LANDSCAPE SCREEN 30' STREETSCAPE SSS-42 S-43 S-42 S-43 S-44 S-45 S- 4 6 S - 4 7 S - 4 8 S - 4 9 S - 5 0 S-51S - 5 2 S - 5 3 S - 5 4 S-55S-56S-57S- 5 8RRRRRRRWWWWWWWWW W W W W W W W WWWWWWWWWWWWWWWWW W W WRRRRRRRRRRRRRRRRR R R R R R R R R R R R RR RRR RRRRRRRRRRRRRRRRRRR RR RRR RRFM FM FM FM FM FM FM FM FM FM F M F M F M FMF M FMFMFMFMFMFMF M FMFMFMFMFMFMFMFMFMFMFMFMW O O D S C R E E K R O A D 6 0 ' P U B L I C RI G H T O F W A YWO O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A YWOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAY73 76 7279 78 77 74 75 RRRRRWWWWWWWR R R R XXXXXXX X X X W30' HOLLY SPRINGS CAFE FEAR BUFFER 30' STREETSCAPE EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN SR 1154 - WO O D S C R E E K R O A D (EXISTING 60' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) PROPOSED 25' R/W DEDICATION 30' STREETSCAPE TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT LE (TYP) EXISTING STREAM WETLANDS (TYP)STREET C(55' PUBLIC ROW)ALLEY 5(25' ACCESS EASEMENT)ALLEY 9(25' ACCESS EASEMENT)ALL E Y 6 (25' A C C E S S EAS E M E N T ) R/W 1 8 x 4 7 8 ' S D T 18 x 5 8 8 ' S D T 18 x 588' SDT 15 x 201' SDT15 x 305' SDTS D T 5 8 8 ' S D T 4 7 8 '15 x 305' SDTWOODFIELD DEAD END ROAD (82' PUBLIC ROW) 20' DE 1-QLA 1-QLA 1-ABU 1-ABU 2-PCH 2-QLA2-MST EXISTING BUFFERS TO BE REPLANTED IN THE AREAS TO BE GRADING. REFER TO BUFFER DETAIL 3 IN SHEET L2.1 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:40:00 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONLANDSCAPE PLANL1.3 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 MATCHLINE SHEET L1.2 MATCHLINE SHEET L1.4MATCHLINE SHEET L1.5LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT LE - LANDSCAPE EASEMENT [TYP] DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 30' TYPE B LANDSCAPE SCREENSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S E-37 E-38 E-39 E-40 E- 4 1 E- 4 2 E-4 3 E-4 4 S- 5 8 S- 5 9 S- 6 0 S-6 1 S-62 S-63 S-64 S-65 S-66 S-67 S-68RRRRRRRRRRRRRRRRRWWWWW W WFMFMRFMFMF M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM WOODS C R E E K R O A D 60' PUBLIC R I G H T O F W A Y 20' PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 W W W W W W W W W W W SSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSSWOOD S C R E E K R O A D 100' P U B LI C RI G H T O F W A Y 1' RIGHT OF WAY EASEMENT per BM 2018, PG 1969 30' STRE E T Y A R D B U F F E R 20' PRIVATE DRAINAGE EASEMENT 20' PUBLIC SANITARY SEWER EASEMENTSTORMW A T E R M A I N T E N A N C E E A S E M E N T 10' LANDSCAPE BUFFER1' RIGHT OF WAY EASEMENT per BM 2018, PG 1308 VARIABLE WIDTH PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 20' PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 G G G G G G G G G G WR R R R R R RRRR R R R R R R R R R R R W O O D S C R E E K R O A D 1 2 43 44 RRRRRRWWWWWWWWW W W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X XW SCM 6 CONSTRUCTED WETLANDS SCMMAE EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN PROPOSED VARIABLE WIDTH UTILITY EASEMENT PROPOSED VARIABLE WIDTH UTILITY EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT FEMA 100 YEAR FLOODPLAIN 30' HOLLY SPRINGS CAFE FEAR BUFFER FEMA 100 YEAR FLOODPLAIN FLOODWAY TOP OF BANK (TYP.) 20' TEMPORARY CONSTRUCTION EASEMENT PROPOSED 10' TOWN OF HOLLY SPRINGS UTILITY EASEMENT VARIABLE WIDTH DE EXISTING STREAM 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENTSTREET C(55' PUBLIC ROW) S D T 5 8 8 ' S D T 4 7 8 ' 20' DE 7-QNU 1-ABU 7-QNU REFER TO SHEET L1.0 OF PUMP STATION PLANS BY WITHERSRAVENEL 1-ABU 4-CKO IF EXISTING VEGETATION IS DISTURBED; LANDSCAPE SCREENS TO BE REPLANTED IN THE AREAS TO BE GRADED OR DISTURBED. REFER TO BUFFER DETAIL 2 ON SHEET L2.1 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:40:20 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 LANDSCAPE PLANL1.4MATCHLINE SHEET L1.3MATCHLINE SHEET L1.5 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT LE - LANDSCAPE EASEMENT [TYP] DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 30' UNDISTURBED LANDSCAPE SCREEN 30' TYPE B LANDSCAPE SCREEN E-30 S-69 S-70 S-71 E-31 E-32 E-33 E-34 E-35 E-36 E-37R RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWWWWWWWRR7 15 8 16 9 17 10 18 3 11 19 4 12 20 5 13 6 14 34 42 33 40 32 39 23 38 37 36 35 41 1 2 43 31 21 24 25 26 27 28 29 30 30' HOLLY SPRINGS CAFE FEAR BUFFER WETLANDS (TYP) TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAFE FEAR BUFFER 30' PERIMETER LANDSCAPE SCREEN EXISTING LOCAL 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN FLOODWAY 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT PUBLIC 20' MULTI-USE TRAIL EASEMENT (TYP) TOP OF BANK (TYP.) FEMA 100 YEAR FLOODPLAINFLOODWAY 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT 20' DE EXISTING STREAM 20' DE 20' DE 20' DE STREET C(55' PUBLIC ROW)3-QNU 3-QNU 3-ABU 4-QNU 3-MGL 4-MGL 3-QNU 3-QNU 3-MGL 3-MGL 4-QNU 4-ABU 1-MGL Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:40:36 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 LANDSCAPE PLANL1.5MATCHLINE SHEET L1.3MATCHLINE SHEET L1.6 MATCHLINE SHEET L1.2MATCHLINE SHEET L1.4 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT LE - LANDSCAPE EASEMENT [TYP] DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 R R R R R R R R R R R R R R R RWWWWW W W W W W W RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R RRRRRRRRRRR R R R R R R R R W W W W W W W W W W WWWW W W W WWWWWWWWWWWW W W W W W W W RRRRRRG G G G G G G G G G G G G G G G G G G G G G G G G G G 166 167 168 161 162 170 163 100 95 96 97 98 99 22 23 4647 45 171 169 165 164 160 158 157 156 155154153152 159 48 21 94 247 248 93 90 91 92 86 87 88 89 57 58 5959 60 61 62 180 182 181 179 172 174 176 175 173 177 178 183 W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R WT TT TTTT T 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 SCM 8 WET DETENTION POND STORMWATER MAINTENANCE AND ACCESS EASEMENT SCM 7 CONSTRUCTED WETLANDS 20' MULTI-USE TRAIL EASEMENT (TYP) 20' SCMMAE 30' DE 20' SCMMAE FLOODWAY FLOODWAY 30' PRIVATE MULTI-USE TRAIL EASEMENT (TYP) PDE VWDE PDE 20' PDE 20' PUE LE (TYP) LE (TYP) LE (TYP) RETAINING WALL #2 WITH SAFETY RAILINGS RETAINING WALL #4 WITH SAFETY RAILINGS RETAINING WALL #3 WITH SAFETY RAILINGS 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT FEMA 100 YEAR FLOODPLAIN SCM ACCESS AND MAINTENANCE EASEMENT ALLEY 10 (25' ACCESS EASEMENT)STREET C (55' PUBLI C R O W)STREET C(55' PUBLIC ROW)STREET F (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)CA R O L I N A S P R I N G S B O U L E V A R D (82 ' P U B L I C R O W ) AL L E Y 3 (25' A C C E S S E A S E M E N T ) PROPOSED LIGHT POLE (TYP) 10' RETAINING WALL EASEMENT 20' DE 10' RETAINING WALL EASEMENT 15 x 287' SDT15 x 332' SDT 15 x 3 3 1 ' S D T 15 x 3 3 1 ' S D T 15 x 3 8 7 ' S D T 15 x 4 4 1 ' S D T 15 x 3 8 2 ' S D T 15 x 3 8 2 ' S D T 15 x 287' SDT 15 x 302' SDT15 x 331' SDT15 x 362' SDT15 x 322' SDT15 x 401' SDT30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN RETAINING WALL #11 WITH SAFETY RAILS 30' PUE 30' PUE 20' DE 1-MGL 3-MST 3-MST 1-MVI 1-MVI 2-QNU 4-ABU 3-ABU 1-CRE 2-QLA 2-SJA 4-QNU 3-MGL 3-MGL 1-CCA 13-ICN 2-ZSG 2-ZSG 6-LPD 6-AGR 3-OFR 2-CRE 3-CRE LANDSCAPE EASEMENT STREET TREE SHALL HAVE CANOPY PRUNED TO A 8' CLEAR FROM THE GROUND FOR VISIBILITY 1-ZSG REFER TO BLVD LANDSCAPE PLANS BY WITHERSRAVENEL 4-CKO 5-CSA 2-CCA 2-LST 3-CKY10-LCR 2-QLA 2-MGL 2-MGL 111-PVI 200-CAC 150-NTE 210-NTE MIXED PERENNIALS 1-ZSG 3-QNU S.C.M #8 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:40:51 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 LANDSCAPE PLANL1.6MATCHLINE SHEET L1.1MATCHLINE SHEET L1.7 MATCHLINE SHEET L1.2MATCHLINE SHEET L1.5 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT LE - LANDSCAPE EASEMENT [TYP] DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 30' TYPE B LANDSCAPE SCREEN N-29 N-30 N-31 N-32 N-33 N-34 N-35 N-36 N-37 N-38 N-39 N-40 N-41 N-42 N-43 N-44 W-21 W-22 W-23 W-24 R R R R R R R R R RRRRRRRRRWWWWWWW W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWR R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W WWWWWWWWWW RRRRRRRRRRRRRRRRRRW W W W W WW R R R R R R R R R R R R R R R R R R RRRRRRRRRRRRRRRRRRRRWETLAND AREA W31 G G GGGGGG104 105 106 100 101 102 103 96 97 98 99 107 111 110112 358 374 359 360 113 364 365 350 366 367 368 353 361 114 354 362 370 355 371 356 372 373 357 109 108 158 157 156 155154153152 369363 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291292293294295296297298299300301302303304 351 352 269270271 264 272 265 273 266 274 267 275 268 276 306 312 310 308 307 311 309 305 261 253 260 252 259 258 257 256 255 262 254 247 248 251 263 250 249 GGGGGGGTOP OF BANK (TYP.) 30' PRIVATE MULTI-USE TRAIL EASEMENT (TYP) FEMA EFFECTIVE 100 YEAR FLOODPLAIN WETLANDS (TYP) VWDE 20' SCMMAE VWDE LE (TYP) LE (TYP) LE (TYP) RETAINING WALL #2 WITH SAFETY RAILINGS RETAINING WALL #1 WITH SAFETY RAILINGS RETAINING WALL #2 WITH SAFETY RAILINGS WETLANDS (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER DE STREET R (55' PUBLIC ROW) ALLEY 11 (25' ACCESS EASEMENT)STREET C(55' PUBLIC ROW)STREET D (55' PUBLIC ROW) CA R O L I N A S P R I N G S B O U L E V A R D (82 ' P U B L I C R O W ) RETAINING WALL #9 SCM #9 PROPOSED LIGHT POLE (TYP) FEMA EFFECTIVE FUTURE 10' RETAINING WALL EASEMENT 15 x 3 3 1 ' S D T 15 x 287' SDT 15 x 287' SDT 15 x 330' SDT 15 x 104' SDT15 x 287' SDT15 x 331' SDT15 x 3 8 2 ' S D T 15 x 287' SDT 15 x 287' SDT 15 x 141' SDT15 x 144' SDT15 x 249' SDT15 x 384' SDT15 x 287' SDT15 x 331' SDT 15 x 287' SDT15 x 331' SDT15 x 331' SDT30' HOLLY SPRINGS CAFE FEAR BUFFER TOP OF BANK (TYP.) 20' PDE 10' RETAINING WALL EASEMENT 20' DE 20' DE 20' DE 20' DE FLOODWAY FEMA EFFECTIVE 100 YEAR FLOODPLAIN 2-MST 1-TDI 3-CCA 2-CCA 2-TDI 3-QLA 1-QLA 1-MGL 1-MGL 1-CBE 5-CBE 2-CBE 5-CBE 3-ZSG 1-ZSG PLAY LAWN 2-ABU 1-ABU 3-GBI 2-CRE 2-LCR 30-PAL 198-PAL 1-ABU 2-TDI 3-TDI 1-ZSG 2-ZSG 4-MST 6-MVI 3-CKY 1-GBI STREET TREE SHALL HAVE CANOPY PRUNED TO A 8' CLEAR FROM THE GROUND FOR VISIBILITY 10-AGR 3-LST 8-LCR 10-CSA 2-LST 6-QNU 3-ABU 2-QNU 3-ABU 4-QNU 2-MVI 9-LPD 72-SSC 90-SGA Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:41:06 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTION 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 LANDSCAPE PLANL1.7 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 MATCHLINE SHEET L1.1MATCHLINE SHEET L1.6 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT LE - LANDSCAPE EASEMENT [TYP] DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 WW W W W 1 43 1 2 43 44 44 XXXXXXSCM 6 30' PUE PROPERTY LINE FEMA 100 YEAR FLOODPLAIN PROPERTY LINE 2 7 0 2 7 0 270270WWWWWWWWWG G G G G G G G G WETLAND AREA W30WETLAND AREA W30 22 45 45 62 62 SCM 7 50' DIXIE PIPEL I N E C O M P A N Y R / W DB 2758, PG. 64 3 280 285 285 280285285285290295WWWPOND 180 182 181 179 180 182 181 179 180 182 181 179 178 178 183 183 WETLANDS (TYP) SCM 8 POND 28 0 280 28 0 285 290 295 30 0 280 280 285 290 295 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\L1.8 SCM LANDSCAPE PLAN.dwg- Monday, May 10, 2021 12:22:48 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSCM LANDSCAPE PLANL1.8 GRAPHIC SCALE 1 inch = 60 ft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o.c. 8" o.c. 10" o.c. 12" o.c. 15" o.c. 18" o.c. 24" o.c. 30" o.c. 36" o.c. 4' o.c. 5' o.c. 6' o.c. 8' o.c. 10' o.c. ROW "A" 5.2" 6.93" 8.66" 10.4" 13.0" 15.6" 20.8" 26.0" 31.30" 3.46' 4.33' 5.2' 6.93' 8.66' PLANTS/S.F. 4.61 2.60 1.66 1.15 0.73 0.51 0.29 0.18 0.12 7.25 4.61 3.20 1.80 1.16 *NUMBER OF PLANTS PER 100 S.F. * * * * * PLANT SPACING CHART NTS LEGEND: SHALLOW LAND SHALLOW WATER GENERAL PLANTING NOTES: 1.THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING GRADING REFER TO THE CIVIL GRADING PLANS. 2.VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR AND THE TOTAL QUANTITIES SHALL BE AS SHOWN ON THIS PLAN. 3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. 4.TREE PROTECTION FENCE SHALL SURROUND ALL EXISTING PLANTINGS AND EXISTING BUFFER AREAS. 5.ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED A.N.L.A. STANDARDS AS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", 2004 OR LATER EDITION. 6.ALL PLANTS SHALL BE OBTAINED FROM LOCAL NURSERIES. SPECIFICALLY, HERBACEOUS AND EMERGENT PLANTS SHALL BE OBTAINED FROM A LOCAL NURSERY SPECIALIZING IN WETLAND SPECIES. 7.ALL TREES AND SHRUBS SHALL BE FULL, WELL-BRANCHED PLANTS WHICH ARE CHARACTERISTIC TO THE SPECIES. 8.IN THE PLANT SCHEDULE UNDER 'ROOT', B&B REFERS TO BALL AND BURLAP AND CONT. REFERS TO CONTAINER GROWN PLANTS. 9.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO INSTALLATION. 10.IN THE CASE OF PLANT DEATH AFTER INITIAL INSTALLATION, OWNER SHALL REPLACE SUCH PLANTS WITH AN APPROPRIATE SUBSTITUTE LISTED ON THE PROJECT PLANT SCHEDULE FOR THE PARTICULAR WETLAND ZONE (SHALLOW LAND OR SHALLOW WATER). 11.PLANTING BED SOIL MIX SHALL BE UNIFORM AND FREE OF STONES, STUMPS, ROCK OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. 12.SOIL TEXTURE SHALL BE LOAMY SAND, WITH NO MORE THAN 10% CLAY, FINES OR SEDIMENT. 13.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT SHALL BE REQUIRED FOR ALL SHALLOW LAND AREAS. 14.SOIL PH SHALL BE BETWEEN 5.5 AND 7.0. 15.P-INDEX (PHOSPHORUS) SHALL BE BETWEEN 10 AND 30. 16.GRADING OR LANDSCAPE CONTRACTOR SHALL SUBMIT REPRESENTATIVE SOIL SAMPLES TO LOCAL COOPERATIVE EXTENSION OR NRCS OFFICE FOR TESTING AND WRITTEN CERTIFICATION PRIOR TO INSTALLATION. 17.NOTES FROM NCDEQ STORMWATER MANUAL: 17.1.ON THE DAM STRUCTURE AND PERIMETER FILL SLOPES, NON-CLUMPING TURF GRASS SHALL BE PROVIDED, AND TREES AND WOODS SHRUBS SHALL NOT BE ALLOWED. 17.2.CATTAILS SHALL NOT BE PLANTED IN THE WETLAND. SCM #7: WETLAND SCALE: 1" = 60' NOTES: 1.ON THE DAM AND DAM EMBANKMENT SLOPES, TURF GRASS PROVIDES STABILITY AND ENHANCES ACCESS TO THE FACILITY FOR MAINTENENACE. DEQ RECOMMENDS PERENNIAL GRASSES SUCH AS HYBRID BERMUDA OR CENTIPEDE IN THE COASTAL PLAIN AND PIEDMONT, AND COOL SEASON TURF GRASS SUCH AS FESCUE AND BLUEGRASS IN THE MOUNTAINS. WEEPING LOVE GRASS IS NOT ALLOWED BECAUSE IT DOES NOT PROVIDE LONG-TERM SLOPE STABILIZATION. 2.THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES, OF THE POND SHALL BE VEGETATED WITH NON-CLUMPING TURF GRASS; TREES AND SHRUBS SHALL NOT BE ALLOWED. 3.THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF (3) DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA. LEGEND: SHALLOW LAND SHALLOW WATER SCM #8: WET POND SCALE: 1" = 50' NOTES: 1.ON THE DAM AND DAM EMBANKMENT SLOPES, TURF GRASS PROVIDES STABILITY AND ENHANCES ACCESS TO THE FACILITY FOR MAINTENENACE. DEQ RECOMMENDS PERENNIAL GRASSES SUCH AS HYBRID BERMUDA OR CENTIPEDE IN THE COASTAL PLAIN AND PIEDMONT, AND COOL SEASON TURF GRASS SUCH AS FESCUE AND BLUEGRASS IN THE MOUNTAINS. WEEPING LOVE GRASS IS NOT ALLOWED BECAUSE IT DOES NOT PROVIDE LONG-TERM SLOPE STABILIZATION. 2.THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES, OF THE POND SHALL BE VEGETATED WITH NON-CLUMPING TURF GRASS; TREES AND SHRUBS SHALL NOT BE ALLOWED. 3.THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF (3) DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA. LEGEND: UPPER SHELF LOWER SHELF Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\L1.8 SCM LANDSCAPE PLAN.dwg- Monday, May 10, 2021 12:22:49 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 R R R R R R R R 269270271 264 272 265266267268269270271 264 272 265266267268 269270271 264 272 265266267268 263263 263 SCM 9280280280285285285 280 280 280 285 290 280 28 0 285 28 5 R R R R R R R R R R R R R R R FM FM FM FM FM FM FM FM W W W W 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK SCM 10280 290 290 280 290 300 310 SCM 12 290 300 290 300 290 290 Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\L1.8 SCM LANDSCAPE PLAN.dwg- Monday, May 10, 2021 12:23:20 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTIONSCM LANDSCAPE PLANL1.9 GRAPHIC SCALE 1 inch = 60 ft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o.c. 8" o.c. 10" o.c. 12" o.c. 15" o.c. 18" o.c. 24" o.c. 30" o.c. 36" o.c. 4' o.c. 5' o.c. 6' o.c. 8' o.c. 10' o.c. ROW "A" 5.2" 6.93" 8.66" 10.4" 13.0" 15.6" 20.8" 26.0" 31.30" 3.46' 4.33' 5.2' 6.93' 8.66' PLANTS/S.F. 4.61 2.60 1.66 1.15 0.73 0.51 0.29 0.18 0.12 7.25 4.61 3.20 1.80 1.16 *NUMBER OF PLANTS PER 100 S.F. * * * * * PLANT SPACING CHART NTS LEGEND: UPPER SHELF LOWER SHELF GENERAL PLANTING NOTES: 1.THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING GRADING REFER TO THE CIVIL GRADING PLANS. 2.VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR AND THE TOTAL QUANTITIES SHALL BE AS SHOWN ON THIS PLAN. 3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. 4.TREE PROTECTION FENCE SHALL SURROUND ALL EXISTING PLANTINGS AND EXISTING BUFFER AREAS. 5.ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED A.N.L.A. STANDARDS AS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", 2004 OR LATER EDITION. 6.ALL PLANTS SHALL BE OBTAINED FROM LOCAL NURSERIES. SPECIFICALLY, HERBACEOUS AND EMERGENT PLANTS SHALL BE OBTAINED FROM A LOCAL NURSERY SPECIALIZING IN WETLAND SPECIES. 7.ALL TREES AND SHRUBS SHALL BE FULL, WELL-BRANCHED PLANTS WHICH ARE CHARACTERISTIC TO THE SPECIES. 8.IN THE PLANT SCHEDULE UNDER 'ROOT', B&B REFERS TO BALL AND BURLAP AND CONT. REFERS TO CONTAINER GROWN PLANTS. 9.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO INSTALLATION. 10.IN THE CASE OF PLANT DEATH AFTER INITIAL INSTALLATION, OWNER SHALL REPLACE SUCH PLANTS WITH AN APPROPRIATE SUBSTITUTE LISTED ON THE PROJECT PLANT SCHEDULE FOR THE PARTICULAR WETLAND ZONE (SHALLOW LAND OR SHALLOW WATER). 11.PLANTING BED SOIL MIX SHALL BE UNIFORM AND FREE OF STONES, STUMPS, ROCK OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. 12.SOIL TEXTURE SHALL BE LOAMY SAND, WITH NO MORE THAN 10% CLAY, FINES OR SEDIMENT. 13.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT SHALL BE REQUIRED FOR ALL SHALLOW LAND AREAS. 14.SOIL PH SHALL BE BETWEEN 5.5 AND 7.0. 15.P-INDEX (PHOSPHORUS) SHALL BE BETWEEN 10 AND 30. 16.GRADING OR LANDSCAPE CONTRACTOR SHALL SUBMIT REPRESENTATIVE SOIL SAMPLES TO LOCAL COOPERATIVE EXTENSION OR NRCS OFFICE FOR TESTING AND WRITTEN CERTIFICATION PRIOR TO INSTALLATION. 17.NOTES FROM NCDEQ STORMWATER MANUAL: 17.1.ON THE DAM STRUCTURE AND PERIMETER FILL SLOPES, NON-CLUMPING TURF GRASS SHALL BE PROVIDED, AND TREES AND WOODS SHRUBS SHALL NOT BE ALLOWED. 17.2.CATTAILS SHALL NOT BE PLANTED IN THE WETLAND. SCM #2: WET POND SCALE: 1" = 50' NOTES: 1.ON THE DAM AND DAM EMBANKMENT SLOPES, TURF GRASS PROVIDES STABILITY AND ENHANCES ACCESS TO THE FACILITY FOR MAINTENENACE. DEQ RECOMMENDS PERENNIAL GRASSES SUCH AS HYBRID BERMUDA OR CENTIPEDE IN THE COASTAL PLAIN AND PIEDMONT, AND COOL SEASON TURF GRASS SUCH AS FESCUE AND BLUEGRASS IN THE MOUNTAINS. WEEPING LOVE GRASS IS NOT ALLOWED BECAUSE IT DOES NOT PROVIDE LONG-TERM SLOPE STABILIZATION. 2.THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES, OF THE POND SHALL BE VEGETATED WITH NON-CLUMPING TURF GRASS; TREES AND SHRUBS SHALL NOT BE ALLOWED. 3.THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF (3) DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA. LEGEND: SCM #4: WET POND SCALE: 1" = 50' NOTES: 1.ON THE DAM AND DAM EMBANKMENT SLOPES, TURF GRASS PROVIDES STABILITY AND ENHANCES ACCESS TO THE FACILITY FOR MAINTENENACE. DEQ RECOMMENDS PERENNIAL GRASSES SUCH AS HYBRID BERMUDA OR CENTIPEDE IN THE COASTAL PLAIN AND PIEDMONT, AND COOL SEASON TURF GRASS SUCH AS FESCUE AND BLUEGRASS IN THE MOUNTAINS. WEEPING LOVE GRASS IS NOT ALLOWED BECAUSE IT DOES NOT PROVIDE LONG-TERM SLOPE STABILIZATION. 2.THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES, OF THE POND SHALL BE VEGETATED WITH NON-CLUMPING TURF GRASS; TREES AND SHRUBS SHALL NOT BE ALLOWED. 3.THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF (3) DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA. LEGEND: Revisions k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\L1.8 SCM LANDSCAPE PLAN.dwg- Monday, May 10, 2021 12:23:20 PM - PIATEK NUNEZ, ZENONSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 PRELIMINARY NOT APPROVED FOR CONSTRUCTION UPPER SHELF LOWER SHELF UPPER SHELF LOWER SHELF DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, May 11, 2021 10:41:07 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONLANDSCAPE DETAILSL2.0 DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 100'100' 30' 1-QNI 1-MVI 1-CBE 1-CJA 1-AGR 1-QLA 1-QLA 1-ICN 1-CJA 1-SJA 1-CJY 1-QNI TYPE A (PUV 40 - 75% ET 25% DT) TYPE B (PUV 40 - 75% ET 25% DT) LARGE DECIDUOUS TREE 2" CAL. DECIDUOUS TREE =A (1x6pts = 6pts) B (1x6pts =6pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): QNI - QUERCUS NIGRA LARGE EVERGREEN TREE 12' HIGH EVERGREEN TREE =A (3x8pts = 24pts) B (3x8pts = 24pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE ONE SPECIES): IOP - ILEX OPACA CJA - CRYPTOMERIA JAPONICA CDE - CEDRUS DEODARA QLA - QUERCUS LAURIFOLIA SMALL DECIDUOUS TREE 1" CAL DECIDUOUS TREE =A (1x4pts = 4pts) B (1x4pts = 4pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): CBE - CARPINUS BETULUS SJA - STYRAX JAPONICA SMALL EVERGREEN TREE 6' HIGH EVERGREEN TREE =A (1x5pts = 5pts) B (1x5pts = 5pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): CJY - CRYPTOMERIA JAPONICA 'YOSHINO' MVI - MAGNOLIA VIRGINIANA SHRUBS 36" HIGH SHRUB =A (2x1pts = 2pts) B (2x1pts = 2pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL SHRUBS TO BE ONE SPECIES): AGR - ABELIA X GRANDIFLORA ICN - ILEX CORNUTA 'NEEDLEPOINT' CSA - CAMELLIA SASANQUA FIN - FORSYTHIA X INTERMEDIA TOTAL PLANT UNIT VALUE PER 100 LINEAR FEET =41 PTS (A) 41 PTS (B) 1-CDE 1-IOP 1-CSA 1-FIN 100'100' 30' 2-QNI 1-CCA 1-OFR 1-QLA 1-BNI 3-MVI 2-PCH 1-BNI 1-MGR 4-ACA 1-CBE 2-TDI LARGE DECIDUOUS TREE 2" CAL. DECIDUOUS TREE =A (3x6pts = 18pts) B (3x6pts = 18pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): QNI - QUERCUS NIGRA BNI - BETULA NIGRA 'DURAHEAT' LARGE EVERGREEN TREE 12' HIGH EVERGREEN TREE =A (2x8pts = 16pts) B (2x8pts = 16pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE ONE SPECIES): IOP - ILEX OPACA MGR - MAGNOLIA GRANDIFLORA CDE - CEDRUS DEODARA QLA - QUERCUS LAURIFOLIA SMALL DECIDUOUS TREE 1" CAL DECIDUOUS TREE =A (3x4pts = 12pts) B (3x4pts = 12pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): CCA - CERCIS CANADENSIS SJA - STYRAX JAPONICUS CBE - CARPINUS BETULUS PCH - PISTACIA CHINENSIS SMALL EVERGREEN TREE 6' HIGH EVERGREEN TREE =A (6x5pts = 30pts) B (6x5pts = 30pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): MVI - MAGNOLIA VIRGINIANA OFR - OSMANTHUS FRAGRANS ACA - AMELANCHIER CANADENSIS CJY - CRYPTOMERIA JAPONICA 'YOSHINO' TOTAL PLANT UNIT VALUE PER 100 LINEAR FEET =76 PTS (A) 76 PTS (B) TYPE A (PUV 75 - 60% ET 40% DT) TYPE B (PUV 75 - 60% ET 40% DT) 2-CJY1-IOP 1-CDE 2-CBE 2-CJY 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE PORCH PORCH TOTAL FOUNDATION PLANTING AREA AND PUV: REQUIRED AREA: 306' X 2' = 612 SQ.FT. PROVIDED AREA: 1836 SQ.FT. REQUIRED: 120 P.U.V. PROVIDED: 124 FRONT FOUNDATION REQUIRED AREA: 113' X 2' = 226 SQ.FT. PROVIDED AREA: 678 SQ.FT. P.U.V. REQUIRED: 113' X (20 pts PER 100') = 40pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (6x4pts = 24pts) 36" HIGH SHRUBS = (18x1pts = 18pts) TOTAL P.U.V. = 42pts BACK FOUNDATION REQUIRED AREA: 113' X 2' = 226 SQ.FT. PROVIDED AREA: 678 SQ.FT. P.U.V.REQUIRED: 113' X (20 pts PER 100') = 40pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (6x4pts = 24pts) 36" HIGH SHRUBS = (18x1pts = 18pts) TOTAL P.U.V. = 42pts LEFT SIDE FOUNDATION REQUIRED AREA: 40' X 2' = 80 SQ.FT. PROVIDED AREA: 240 SQ.FT. P.U.V.REQUIRED: 40' X (20 pts PER 100') = 20pts P.U.V. PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts RIGHT SIDE FOUNDATION REQUIRED AREA: 40' X 2' = 80 SQ.FT. PROVIDED AREA: 240 SQ.FT. P.U.V.REQUIRED: 40' X (20 pts PER 100') = 20pts P.U.V.PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts SHRUBS 36" (TYP.) DECIDUOUS UNDERSTORY (TYP.) DRIVEWAY (TYP.) SIDEWALK (TYP.) STREET TREE (TYP.) EVERGREEN UNDERSTORY (TYP.) ALLEY MAIN ROAD TOTAL FOUNDATION PLANTING AREA AND PUV: REQUIRED AREA: 300' X 2' = 600 SQ.FT. PROVIDED AREA: 1800 SQ.FT. REQUIRED: 80 P.U.V. PROVIDED: 80 FRONT FOUNDATION REQUIRED AREA: 93' X 2' = 186 SQ.FT. PROVIDED AREA: 558 SQ.FT. P.U.V. REQUIRED: 93' X (20 pts PER 100') = 20 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (2x4pts = 8pts) 36" HIGH SHRUBS = (12x1pts = 12pts) TOTAL P.U.V. = 20pts BACK FOUNDATION REQUIRED AREA: 93' X 2' = 186 SQ.FT. PROVIDED AREA: 558 SQ.FT. P.U.V.REQUIRED: 93' X (20 pts PER 100') = 20 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (2x4pts = 8pts) 36" HIGH SHRUBS = (12x1pts = 12pts) TOTAL P.U.V. = 20pts LEFT SIDE FOUNDATION REQUIRED AREA: 57' X 2' = 114 SQ.FT. PROVIDED AREA: 342 SQ.FT. P.U.V.REQUIRED: 57' X (20 pts PER 100') = 20 pts P.U.V.PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts RIGHT SIDE FOUNDATION REQUIRED AREA: 57' X 2' = 114 SQ.FT. PROVIDED AREA: 342 SQ.FT. P.U.V.REQUIRED: 57' X (20 pts PER 100') = 20 pts P.U.V.PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts PORCH PORCH PORCH PORCH DRIVEWAY (TYP.) SIDEWALK (TYP.) STREET TREE (TYP.) SMALL TREE (TYP.) SHRUBS 36" (TYP.) MAIN ROAD DECIDUOUS UNDERSTORY (TYP.) EVERGREEN UNDERSTORY (TYP.) 22' REAR LOAD GARAGE TOWNHOME PORCH DECK CANTILEVER AT 2ND FLOOR TOTAL FOUNDATION PLANTING AREA AND PUV: REQUIRED AREA: 348' X 2' = 696 SQ.FT. PROVIDED AREA: 2088 SQ.FT. REQUIRED: 120 P.U.V. PROVIDED: 122 FRONT FOUNDATION REQUIRED AREA: 132' X 2' = 264 SQ.FT. PROVIDED AREA: 792 SQ.FT. P.U.V. REQUIRED: 132' X (20 pts PER 100') = 40 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (6x4pts = 24pts) 36" HIGH SHRUBS = (18x1pts = 18pts) TOTAL P.U.V. = 42pts BACK FOUNDATION REQUIRED AREA: 132' X 2' = 264 SQ.FT. PROVIDED AREA: 792 SQ.FT. P.U.V.REQUIRED: 132' X (20 pts PER 100') = 40 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (4x4pts = 16pts) 36" HIGH SHRUBS = (24x1pts = 24pts) TOTAL P.U.V. = 40pts LEFT SIDE FOUNDATION REQUIRED AREA: 42' X 2' = 84 SQ.FT. PROVIDED AREA: 262 SQ.FT. P.U.V.REQUIRED: 42' X (20 pts PER 100') = 20 pts P.U.V. PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts RIGHT SIDE FOUNDATION REQUIRED AREA: 42' X 2' = 84 SQ.FT. PROVIDED AREA: 262 SQ.FT. P.U.V.REQUIRED: 42' X (20 pts PER 100') = 20 pts P.U.V.PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts SHRUBS 36" (TYP.) DRIVEWAY (TYP.) SIDEWALK (TYP.) STREET TREE (TYP.) 22' REAR LOAD GARAGE TOWNHOME PORCH DECK CANTILEVER AT 2ND FLOOR 22' REAR LOAD GARAGE TOWNHOME PORCH DECK CANTILEVER AT 2ND FLOOR 22' REAR LOAD GARAGE TOWNHOME PORCH DECK CANTILEVER AT 2ND FLOOR 22' REAR LOAD GARAGE TOWNHOME PORCH DECK CANTILEVER AT 2ND FLOOR 22' REAR LOAD GARAGE TOWNHOME PORCH DECK CANTILEVER AT 2ND FLOOR ALLEY MAIN ROAD DECIDUOUS UNDERSTORY (TYP.) EVERGREEN UNDERSTORY (TYP.) 3-BNI 4-CCA 2-CJA 9-FIN 4-MGR 4-QLA 4-OFR 3-TDI 3-MGL 4-QLA 4-MGR 4-JVI 3-QLY 4-SJA 4-PCH 4-CRE 2-IOP 9-CSA 9-AGR 8-DML 2-IOP3-CDE 100'100' 30' 2-CJA 3-CDE LARGE DECIDUOUS TREE 2" CAL. DECIDUOUS TREE =A (6x6pts = 36pts) B (6x6pts =36pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): BNI - BETULA NIGRA QLY - QUERCUS LYRATA TDI - TAXODIUM DISTICHUM MGL- METASEQUOIA GLYPTOSTROBOIDES LARGE EVERGREEN TREE 12' HIGH EVERGREEN TREE =A (15x8pts = 120pts) B (15x8pts = 120pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE ONE SPECIES): IOP - ILEX OPACA MGR - MAGNOLIA GRANDIFLORA CJA - CRYPTOMERIA JAPONICA CDE - CEDRUS DEODARA QLA - QUERCUS LAURIFOLIA SMALL DECIDUOUS TREE 1" CAL DECIDUOUS TREE =A (8x4pts = 32pts) B (8x4pts = 32pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): CRE - CHIONANTHUS RETUSUS CCA - CERCIS CANADENSIS SJA - STYRAX JAPONICA PCH - PISTACIA CHINENSIS SMALL EVERGREEN TREE 6' HIGH EVERGREEN TREE =A (4x5pts = 20pts) B (4x5pts = 20pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): JVI - JUNIPERUS VIRGINIANA 'BRODIE' OFR - OSMANTHUS FRAGRANS SHRUBS 36" HIGH SHRUB =A (17x1pts = 17pts) B (17x1pts = 17pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL SHRUBS TO BE ONE SPECIES): AGR - ABELIA X GRANDIFLORA CSA - CAMELLIA SASANQUA FIN - FORSYTHIA X INTERMEDIA DML - DISTYLLIUM 'LINEBACKER' TOTAL PLANT UNIT VALUE PER 100 LINEAR FEET =225 PTS (A) 225 PTS (B) TYPE A (PUV 225 - 70% ET 30% DT) TYPE B (PUV 225 - 70% ET 30% DT) Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L2.1 LANDSCAPE DETAILS.dwg- Tuesday, May 11, 2021 10:43:53 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONLANDSCAPE DETAILSL2.1 SPACING ''D'' ROWS ''A'' SPACING "D" 6" o.c. 8" o.c. 10" o.c. 12" o.c. 15" o.c. 18" o.c. 24" o.c. 30" o.c. 36" o.c. 4' o.c. 5' o.c. 6' o.c. 8' o.c. 10' o.c. ROW "A" 5.2" 6.93" 8.66" 10.4" 13.0" 15.6" 20.8" 26.0" 31.30" 3.46' 4.33' 5.2' 6.93' 8.66' PLANTS/S.F. 4.61 2.60 1.66 1.15 0.73 0.51 0.29 0.18 0.12 7.25 4.61 3.20 1.80 1.16 *NUMBER OF PLANTS PER 100 S.F. * * * * * PLANT SPACING CHART NTS NOTES 1.CONTRACTOR TO VERITY THAT ADEQUATE DRAINAGE EXISTS PRIOR TO PLANTING. 2.DO NOT WRAP TRUNK OF TREE. 3.STAKING OF TREES IS NOT RECOMMENDED, EXCEPT ON WINDY SITES OR FOR LARGE EVERGREEN TREES. IF STAKING IS DONE, FLEXIBLE STRAPS - NOT HOSE AND WIRE - SHOULD BE USED AND MUST BE REMOVED AT APPROPRIATE TIME. PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF DESTROYED OR DAMAGED TREES. 4.ALL TREES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.). 5. TREES WITH ROOT FLARE COVERED BY MORE THAN 1.5" OF SOIL WILL BE REJECTED PRIOR TO INSTALLATION. DIG WIDE, SHALLOW PLANTING HOLE WIDTH = 3 X WIDTH OF ROOT BALL 12" MIN. P R U N E O N L Y T O R E M O V E A N Y BROKEN, DEAD OR DISEASED WOOD W H I L E P R E S E R V I N G F O R M A N D CHARACTER OF TREE; DO NOT CUT L EADER; DO NOT PRUNE IN ORDE R T O R E D U C E C A N O P Y S I Z E NATURAL SOIL LINE 2 -3 " S H R E D D E D B A R K M U L C H , 3 " MI NI MUM FROM TRUNK (DO NOT PLA CE MULCH IN CONTACT WITH TREE TRUNK) 4" BUILT-UP EARTH SAUCER AT EDGE OF ROOT BALL (OPTIONAL) IF PROVIDED, REMOVE PRIOR TO ONE YEAR INSPECTION C U T A N D R E M O V E T O P 1 /2 O F W I R E BASKET, TURN DO WN TOP 1/2 BURLAP: R E M O V E A L L C O R D & T W I N E F R O M BASE OF TRUNK; IF NON - DEGRADABLE W R A P I S U S E D , R E M O V E T O T A L L Y TOP OF BALL AS DUG ROOT CROWN BREAK UP EDGE OF PLANTING PIT TAMP SOI L SO LIDLY ARO UND BASE OF ROOT BALL LEAVING SOIL PEDESTAL UNDISTURBED TREE PLANTING DETAIL (LAN-37) NTS SET TOP OF ROOT BA LL 1 "-2 " AB OV E F I NI S HE D G RA D E 2-3" S HRE DDE D BA RK MULCH-DO NOT PLACE A G A I N S T T R U N K C O N T A I N E R G R O W N PLANT - PULL ROOTS OUT O F B A L L , O R C U T S I D E S FIRM PEDESTAL UNDER ROOT BALL F O L D B U R L A P D O W N I N T O G R O UN D. S E T T O P O F B A L L FLUSH WITH FINISHED GRADE B A C K F I L L : A M E N D T H E T O P 6 " B Y I N C O R P O R A T I N G 1 " - 1 .5 " C O M P O S T E D G R O U N D B A R K O R O T H E R S U I T A B L E O RG ANI C MATTE R OR PROVI DE NA TI VE OI L W I T H A M I N U M U M O F 5 % H UM I C M A TT E R B RE A K U P E DG E OF PLANTING PIT 12" (SEE * NOTE BELOW) * 12" DEEP-CULTIVATE ENTIRE PLANTING AREA AS SINGLE BED WHEN PLANTING MULTIPLES (FOR LARGER SHRUB ROOT BALLS, MAKE 4" DEEPER THAN ROOT BALL) NOTES 1.ALL SHRUBS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.). 2.SOIL ANALYSIS SHALL BE OBTAINED PRIOR TO PLANTING. SOIL SHALL BE AMENDED AS RECOMMENDED. 3.SHEET PREPARATION OF BEDS IS HIGHLY PREFERRED TO INDIVIDUAL DUG HOLE.S. SHRUB/GROUNDCOVER PLANTING DETAIL (LAN-38) NTS Scale: 1 L2.1 B40 - TYPICAL BUFFER DETAIL 1" = 50' PLAN Scale: 2 L2.1 B75 - TYPICAL BUFFER DETAIL 1" - 50' PLAN Scale: F1 L2.1 TYPICAL FOUNDATION PLANTING - CAPITOL 1" - 50' PLAN Scale: F2 L2.1 TYPICAL FOUNDATION PLANTING - DESIGNER 1" - 50' PLAN Scale: F3 L2.1 TYPICAL FOUNDATION PLANTING - FRAZIER 1" - 50' PLAN Scale: 3 L2.1 B225 - TYPICAL BUFFER DETAIL 1" - 50' PLAN Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L2.1 LANDSCAPE DETAILS.dwg- Tuesday, May 11, 2021 10:43:54 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTION DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 CLUBHOUSE KIOSKPOOL HOUSE/BAT H ROO MS SAND VOLLEYBALL PLAYGROUND PLAY LAWN POOL,2,921 SF TERRACE T 24.5' PROJECT LIMITS NATURALAREA R SITE LEGEND: PROPOSED BUILDING PROPOSED POOL CONCRETE PED. PAVING VEHICULAR CONCRETE PAVING PEDESTRIAN PAVERS SYMBOL DESCRIPTION DRAINAGE & GRADING LEGEND: EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR EXISTING CURB INLET EXISTING CATCH BASIN EXISTING STORM PIPE SYMBOL DESCRIPTION UTILITIES LEGEND: EXISTING WATER SERVICE METER EXISTING BACKFLOW PREVENTOR EXISTING PROPOSED FIRE HYDRANT EXISTING FDC EXISTING WATER LINE SYMBOL DESCRIPTION EROSION CONTROL LEGEND: TEMPORARY INLET PROTECTION TEMPORARY CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE TEMPORARY TREE PROTECTION FENCE SYMBOL DESCRIPTIONPEDESTRIAN PAVING [PP-] PP-01 - CONCRETE PED. PAVING PP-02 - COLORED CONC. PED PAVING PP-03 - PEDESTRIAN PAVERS PP-05 - DECORATIVE GRAVEL VEHICULAR PAVING [VP-] FENCING [F-] F-01 - BLACK ALUMINUM FENCING F-02 - BLACK ALUMINUM GATE FURNISHINGS [FR-] FR-01 - BENCH FR-02 - BIKE RACK LABELS LEGEND: DETAIL REFERENCE [ DETAIL NUMBER - SHEET NUMBER ] 26' 25.999' R R R R R R RRRRRRRR R R R R R R W W W WWWWWW W W G G G G G G G G G G G G G G G G G G G G G GPOND POND MULLE R O A K D RI V E 51' PU B LI C RI G H T O F W A Y WOODS CRE E K R O A D 100' PUBLI C RI GHT OF WAY WOODS CRE E K R O A D 60' PUBLIC RIG H T O F W A Y TTTTTNC 5 4 0 H I G H W A Y VARI A B L E W I D T H P U B L I C R I G H T O F W A Y VARI A B L E W I D T H P U B L I C R I G H T O F W A Y OLD HOLLY SPRINGS APEX ROADVARIABLE WIDTH PUBLIC RIGHT OF WAYN 02°56'07" E204.03'N 50°18'39" E 71.17' S 75°50'26" E 312.84' O L D H O L L Y S P R I N G S A P E X R O A D V A R I A B L E W I D T H P U B L I C R IG H T O F W A Y SS SSOAKS END DRIVE80' PUBLIC RIGHT OF WAY WOODS CREEK R O A D 100' PUBLIC R I G H T O F W A Y WOODS C R E E K R O A D 100' P U B LI C RI G H T O F W A Y OLD HOLLY S P RIN GS APE X ROAD 60' PUBLIC RI GHT OF WA Y 10' PRIVATE REUSE LINE EASEMENT per BM 2018, PG 1969OAKS END DRIVE80' PUBLIC RIGHT OF WAY 10' PRIVATE REUSE LINE EASEMENT per BM 2018, PG 2339 15' PR IVATE REUSE L INE EASEMENT W O O D S C R E E K R O A D 60' P U B L I C RI G H T O F W A YWOODS CREEK ROAD60' PUBLIC RIGHT OF WAY WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y WOODFIELD DEAD END ROAD60' PUBLIC RIGHT OF WAYWETLAND AREA W31 X SIGN CONCRETE R/W MONUMENT RIP RAP RIP RAP 30" RCP 15" RCPPIN No. 0740241030HH TRINITY APEX INVESTMENTS, LLC DB 16463, PG 1601 18" RCP HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 RRRRWWGGGGGDUKE ENERGY PROGRESS LLC FORMERLY FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED WAKE COUNTY DUKE ENERGY PROGRESS LLC FORMERLY E. CECIL ALLEN TRACT (SEE DB 1961, PG. 457 & CP&L DRAWING #L-D-3008) DUKE LAND UNIT #1183017 PIN: 0629649092 LAND USE: STATE ASSESSED WAKE COUNTY BETTY SNEED, JOHN & DORA BURRELL DB 16690, PG. 99 & 17-E-2417 PIN: 0730466163 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ KEMP HARRIS & SHARON REEVES DB 2260, PG. 670, 17-E-1184 & 07-E-1185 PIN: 0730555717 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SAMUEL HARRIS DB 2764, PG. 11 PIN: 0730552477 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ DELORES HORTON DB 8201, PG. 2115 PIN: 0730652261 LAND USE: MOBILE ZONING: R30 TOWN OF HOLLY SPRINGS ETJ HH TRINITY APEX INVESTMENTS LLC DB 12651, PG. 1128 PIN: 0730852539 LAND USE: VACANT ZONING: SD (APEX) TOWN OF APEX HH TRINITY APEX INVESTMENTS LLC DB 15535, PG. 1727 PIN: 0740052449 LAND USE: VACANT ZONING: RR (APEX) TOWN OF APEX ETJ WILLIAM SOWTER DB 3874, PG. 644 PIN: 0740044546 LAND USE: VACANT ZONING: RR (APEX) TOWN OF APEX ETJ JAMES R III & AMY C LAWRENCE DB 16719, PG. 1204 PIN: 0730938044 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS DC GOODWIN FARM DB 14057, PG. 1499 PIN: 0730124768 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ WINDING WAY ESTATES (BM 2007 PG. 2325)50' CARD INAL P IPEL INE COMPANY , LLC& CARD INAL EXTENS ION COMPANY R /WDB 14033 , PG . 126250' CARD INAL P IPEL INE COMPANY , LLC& CARD INAL EXTENS ION COMPANY R /W 50' DIXIE PIPELINE COMPANY R/W DB 2758, PG. 643 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAPITAL PROPERTIES OF RALEIGH II LLC DB 17610 PG. 1795 PIN: 0740032625 TOP OF BANK (TYP.) LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAPITAL PROPERTIES II LLC DB 17612, PG. 1928 PIN: 0730842712 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS CAPITAL PROPERTIES II LLC, LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730834534 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS 39' B-B CAROLINA SPRINGS BOULEVARD (82' PUBLIC ROW) STREET C (71' PUBLIC ROW) STREET A (90' PUBLIC ROW) CAROLI N A S P RI N G S B O U L E V A R D (82' PU B LI C R O W ) EXISTING 12 OAKS SUBDIVISION 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW) 82'R/W39' B-B S R 1 1 5 4 - W OO D S C R E E K R O A D (E X I S T I N G 6 0 ' P U B L I C R /W D B 9 2 6 4 P G 2 9 5 )ALLEY 8(25' ACCESSEASEMENT)STREET K (51' PUBLIC R/W) STREET K (25' ACCESS EASEMENT)ALLEY 5(25' ACCESS EASEMENT)STREET C(55' PUBLIC ROW)STREET C(55' PUBLIC ROW)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET F (55' PUBL I C R O W ) STRE ET C (55' PUBLI C R O W)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET G(55' PUBLIC ROW)ALLEY 4(25' ACCESS EASEMENT)STREET L(55' PUBLIC ROW)STREET D (55' PUBLIC ROW)STREET D (55' PUBLIC ROW)ALLEY 2(25' ACCESS EASEMENT)ALLEY 3 (25' ACCESS EASEMENT)STREET M(55' PUBLIC ROW)STREET R (55' PUBLIC ROW) STREET D (55' PUBLIC ROW)STREET C(55' PUBLIC ROW)AL L E Y 7 (VA R I A B L E W I D T H A C C E S S E A S E M E N T ) 82' R/W 55' B-B 82' R/W 39' B-B ALLEY 1 (25' ACCESS EASEMENT)ALLEY 1 (25' ACCESS EASEMENT) PUD BOUNDARY PUD BOUNDARY VILLAGE SQUARE/NEIGHBORHOOD DISTRICT CENTER DIVIDING BOUNDARY LINE HHI TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 VILLAGE SQUARE/NEIGHBORHOODDISTRICT CENTER DIVIDING BOUNDARY LINE PUD BOUNDARY 15' SIDEWALKEASEMENT ALLEY 11(25' ACCESS EASEMENT) PROPOSED5' SIDEWALK (TYP) PROPOSED5' SIDEWALK (TYP) 5' SIDEWALKEASEMENT SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS #17-29-PSS SEE SEPARATE PLAN SET FOR PUMP STATION #1 TOHS# 17-29-PSS TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENTALLEY 9(25' ACCESSEASEMENT)ALLEY 9(25' ACCESSEASEMENT)PROPOSED TEMPORARYCONSTRUCTION EASEMENT ALLEY 10 (35' ACCESS EASEMENT) ALLE Y 6 (25' A C C E S S E A S E M E N T ) ALLEY 1 (VARIABLE WIDTH ACCESS EASEMENT) SCM #9 XS 1000100 YR PROPOSED WSEL = 259.10 XS 1191100 YR PROPOSED WSEL = 262.15 XS 1285100 YR PROPOSED WSEL = 264.03 XS 1420100 YR PROPOSED WSEL = 270.71 XS 1463100 YR PROPOSED WSEL = 270.75 XS 1628100 YR PROPOSED WSEL = 271.68 XS 1837100 YR PROPOSED WSEL = 275.92 XS 2043100 YR PROPOSED WSEL = 278.44 XS 2317100 YR PROPOSED WSEL = 284.46 TREE PRESERVATION CALCULATIONS GROSS PUD AREA 396.05 ROW DEDICATION 15.20 ACRES NET PUD AREA 380.85 REQUIRED TPA (15%)57.2 ACRES TREE PRESERVATION AREAS AREA #1 0.52 AC AREA #2 1.62 AC AREA #3 3.62 AC AREA #4 7.43 AC AREA #5 0.71 AC AREA #6 2.86 AC AREA #7 3.51 AC AREA #8 1.86 AC AREA #9 0.88 AREA #10 10.57 AC AREA #11 3.81 AC AREA #12 1.93 AC AREA #13 0.47 AC AREA #14 27.89 AC AREA #15 0.99 AC AREA #16 0.30 AC AREA #17 2.65 AC AREA #18 5.85 AC TOTAL 77.46 PROVIDED TPA %20.34 % SAMPLE PLOT1A SAMPLE PLOT 2A SAMPLE PLOT 3A SAMPLE PLOT 3B SAMPLE PLOT 4A SAMPLE PLOT 5 SAMPLE PLOT 4B SAMPLE PLOT 7A SAMPLE PLOT 7B SAMPLE PLOT 7C SAMPLE PLOT 6A SAMPLE PLOT 6B SAMPLE PLOT 9 SAMPLE PLOT 8 SAMPLE PLOT 11B SAMPLE PLOT 11A SAMPLE PLOT 12A SAMPLE PLOT 12B SAMPLE PLOT 13 SAMPLE PLOT 14A SAMPLE PLOT 14B SAMPLE PLOT 14C SAMPLE PLOT 14D SAMPLE PLOT 14E SAMPLE PLOT 15 SAMPLE PLOT 14G SAMPLE PLOT 14H SAMPLE PLOT 14I SAMPLE PLOT 18A SAMPLE PLOT 18B SAMPLE PLOT 17 SAMPLE PLOT 16 SAMPLE PLOT 10C SAMPLE PLOT 10A SAMPLE PLOT 10B SAMPLE PLOT 10D SAMPLE PLOT 10E SAMPLE PLOT 2B SAMPLE PLOT 1B TREE PRESERVATION AREA #18 [ 5.85 AC ] TREE PRESERVATION AREA #4 [ 7.43 AC ] TREE PRESERVATION AREA #6 [ 2.86 AC ]TREE PRESERVATION AREA #9 [ 0.88 AC ] TREE PRESERVATION AREA #8 [ 1.86 AC ] TREE PRESERVATION AREA #16 [ 0.30 AC ] TREE PRESERVATION AREA #12 [ 1.93 AC ] TREE PRESERVATION AREA #15 [ 0.99 AC ] TREE PRESERVATION AREA #11 [ 3.81 AC ] TREE PRESERVATION AREA #17 [ 2.65 AC ] TREE PRESERVATION AREA #5 [ 0.71 AC ] TREE PRESERVATION AREA #14 [ 27.89 AC ] TREE PRESERVATION AREA #13 [ 0.47 AC ] TREE PRESERVATION AREA #1 [ 0.52 AC ] TREE PRESERVATION AREA #2 [ 1.62 AC ] TREE PRESERVATION AREA #7 [ 3.51 AC ] TREE PRESERVATION AREA #10 [ 10.57 AC ] TREE PRESERVATION AREA #3 [ 3.62 AC ] S.C.M #8 WOODFIELD DEAD END ROAD(82' PUBLIC ROW)STEEL POST 2'-0"WOVEN WIRE FABRIC VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX. GRADE MIN. 12-1/2 GA. INTERMEDIATE WIRES MIN. 10 GA. LINE WIRES TREE PROTECTION AREA DO NOT ENTER ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) WARNING SIGN PLASTIC OR WIRE TIES FRONT VIEWSIDE VIEW WARNING SIGN WARNING SIGN DETAIL PROVIDE WARNING LANGUAGE IN BOTH ENGLISH AND SPANISH, AS SHOWN 40"36"4'-0"4"4"4"4"4"4"DO NOT ENTER TREE PROTECTION AREA PARA ARBOLES - NO ENTRE ZONA DE PROTECCION 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE ( SEE DETAIL TPP-02 FOR EXAMPLES) 2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF. 3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE. 4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER FOR THE REMAINDER 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA. 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS. 8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE AND SPACED AS SHOWN.36"NOTES: B. BY SIDEWALK STREET C. BY BUILDING EX. TREE PIT A. IN TREE PIT STREET MIN. (FT) = DBH (IN)x1.25 SIDEWALK EX. TREE DBH MIN. (FT) = DBH (IN)x1.25 BUILDING EX. TREE DBH 1.CONTRACTOR MUST PROVIDE AND INSTALL TREE PROTECTION SIGNAGE. 2.A TREE IMPACT PERMIT IS REQUIRED PRIOR TO INITIATION OF CONSTRUCTION IF ANY TREES ON CITY PROPERTY ARE TO BE IMPACTED BY PRUNING, TRENCHING, BORING, REMOVAL, PAVING, PLANTING, ETC. MIN. (FT) = DBH (IN)x1.25 D. SQUARE LAYOUT E. CIRCULAR LAYOUT EX. TREE DBH EX. TREE DBH MIN. (FT) = DBH (IN)x1.25 TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE NOTES: PHASE 1 TREE PRESERVATION AREAS 9.37 ACRES Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L3.0 TREE PRESERVATION PLAN.dwg- Tuesday, May 11, 2021 10:45:21 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN I EL B . W H A TLEYNORT H C A RO LI NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONTREE PRESERVATIONPLANL3.01 inch = 300 ft. 300 GRAPHIC SCALE 0 150 300 600 LEGEND: TREE PRESERVATION AREA - SIGNIFICANT TREE STANDS REFER TO SHEET L2.0 - LANDSCAPE DETAILS FOR TOTAL TREE CANOPY COVERAGE. PHASE 1 TREE PRESERVATION AREAS DocuSign Envelope ID: 73DCA147-E0DC-48CE-8A53-BFBE5F404828 5/12/2021 Revisions K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\L3.1 TREE PRESERVATION AERIAL.dwg- Tuesday, May 11, 2021 10:45:35 PM - LIGHTING USERSheet No. Designer Drawn By Date Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsCAROLINA SPRINGS PHASE 1SECTIONS 1-5HOLLY SPRINGS, NORTH CAROLINA02190372.10 11/05/2020 WR WR 1 CONSTRUCTION DRAWINGS 2021.03.08 2 CONSTRUCTION DRAWINGS 2021.04.14 3 CONSTRUCTION DRAWINGS 2021.05.12 2077 REGISTERED LA N D S CA P E ARCHITECTDAN IE L B . W H A TLEYNORTH C A R O L I NAPRELIMINARY NOT APPROVED FOR CONSTRUCTIONTREE PRESERVATIONAERIALL3.11 inch = 400 ft. 400 GRAPHIC SCALE 0 200 400 800 TREE PRESERVATION AREA PUD BOUNDARY LEGEND: 5/12/2021 R R R R R R R R R R R W W W W W W W W W W W RRRRRRRWWWWWWWR R R R R R R R R R R R R R R R RRRRRRRRRRRRRRRRRW W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWR R R R R R R W W W W W W W W WWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RWRRRRR W W W W W W W W W W WWWWWWWWWWW W MATTIE HARRIS HEIRS DB 9105 PG 2362 & 16-E-2429 PIN: 0730644708 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS SS SS SS SS SSSSSSSSSS SSSSSSSSSS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' Customer approval__________________________________ Date_____________ PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE Statistics Description Symbol Avg Max Min Max/Min Avg/Min Grid 0.1 fc 1.4 fc 0.0 fc N/A N/A Roadway 0.2 fc 1.4 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Description Lumens Per Lamp Light Loss Factor 50w Rdwy III 36 LED 50w Roadway - Type III - 4000K 5632 0.85 R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWRRRRRRRRRRRRRR R R R W W W WRRRRRRRRR RRRRRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRW R R FM FM FM FM FM FM FM F M R W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSS SS SS SSSSSSSS SSSSSSSSSSSSSSSS SS SS0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Grid 0.1 fc 1.4 fc 0.0 fc N/A N/A Roadway 0.2 fc 1.4 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Description Lumens Per Lamp Light Loss Factor 50w Rdwy III 36 LED 50w Roadway - Type III - 4000K 5632 0.85 Customer approval__________________________________ Date_____________ PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE WWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRW WW WWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRRRRRRW W WWFM FM FM F M F M F M F M F M F M F M FMFMFMFMFMFMFMF M FMFMFMXXXXXXXXXXXXXXXXX X X X X X X X SSSSSSSSSSSSS S S S S S S S 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Grid 0.1 fc 1.4 fc 0.0 fc N/A N/A Roadway 0.2 fc 1.4 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Description Lumens Per Lamp Light Loss Factor 50w Rdwy III 36 LED 50w Roadway - Type III - 4000K 5632 0.85 Customer approval__________________________________ Date_____________ PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE R R R R R R R R R R R W W W W W W W W W W W RRRRRRRWWWWWWWR R R R R R R R R R R R R R R R RRRRRRRRRRRRRRRRRW W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWR R R R R R R W W W W W W W W WWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RWRRRRR W W W W W W W W W W WWWWWWWWWWW W MATTIE HARRIS HEIRS DB 9105 PG 2362 & 16-E-2429 PIN: 0730644708 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS SS SS SS SS SSSSSSSSSS SSSSSSSSSS 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' Customer approval__________________________________ Date_____________ PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE Statistics Description Symbol Avg Max Min Max/Min Avg/Min Grid 0.1 fc 1.4 fc 0.0 fc N/A N/A Roadway 0.2 fc 1.4 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Description Lumens Per Lamp Light Loss Factor 50w Rdwy III 36 LED 50w Roadway - Type III - 4000K 5632 0.85 R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWRRRRRRRRRRRRRR R R R W W W WRRRRRRRRR RRRRRRRRRRRRRRRRRRRRWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRW R R FM FM FM FM FM FM FM F M R W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSS SS SS SSSSSSSS SSSSSSSSSSSSSSSS SS SS50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Grid 0.1 fc 1.4 fc 0.0 fc N/A N/A Roadway 0.2 fc 1.4 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Description Lumens Per Lamp Light Loss Factor 50w Rdwy III 36 LED 50w Roadway - Type III - 4000K 5632 0.85 Customer approval__________________________________ Date_____________ PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE WWWWRRRRRRRRRRRRRRRRRRRRRRRRRRRW WW WWWWWWWWWWWWWWWWWWWWWWWWWRRRRRRRRRRRW W WWFM FM FM F M F M F M F M F M F M F M FMFMFMFMFMFMFMF M FMFMFMXXXXXXXXXXXXXXXXX X X X X X X X SSSSSSSSSSSSS S S S S S S S 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' 50w Rdwy III @ 25' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Grid 0.1 fc 1.4 fc 0.0 fc N/A N/A Roadway 0.2 fc 1.4 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Description Lumens Per Lamp Light Loss Factor 50w Rdwy III 36 LED 50w Roadway - Type III - 4000K 5632 0.85 Customer approval__________________________________ Date_____________ PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE