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HomeMy WebLinkAboutSW5210304_Plansheet - Set_20210330ROCK SILT YOUNGSVILLE MINI STORAGE SITE PLAN PARK AVENUE, TOWN OF YOUNGSVILLE FRANKLIN COUNTY, NORTH CAROLINA S 32°17'12" E 120.65' 11 STORAGE BUILDING IIIrnvrwcv lvivr%T 9,600 SF STORAGE BUILDING \ �'� ' ' 24,000 SF 16,sr Lls � R OFFICE I Mel SOS 1_7 S p�eli S?' o C F nil) STORMWATER STORMWATER .98, \ \� MANAGMENT �-- -- -- - -- --� AREA \� \ STORMWATER MANAGMENT Im \ \ \ AREA 16 STREET MBL N-32617'2" W 747.00' PARK AVENUE (NC HWY 96 / US HWY 1-A) / (60' PUBLIC R/W) / / - N 830,359.23 E 2,153,334.75 EO 60' 0 30' 60' SCALE 1 inch = 60 ft As -Built Survev Note: Site Data Know what's below. Call before you dig. 1-800-632-4949 TOTAL ACREAGE IN SITE: 8.65± AC. PARCEL NUMBER: 004598, 005824 & 006503 TAX PARCEL ID NUMBER (PIN): 1853-30-5589, 1853-31-3172 AND 1853-20-8006 CURRENT ZONING: MU-2 and SFR-3 GROSS FLOOR AREA: 58,750 S.F BUILDING LOT COVERAGE: 3.91% EXIST., 15.58% PROPOSED BUILDING HEIGHT IN FT. & STORIES: 24' (1 STORY) TOTAL NO. OF PARKING SPACES REQUIRED: 14 SPACES (INCL. 1 HQ TOTAL NO. OF PROPOSED PARKING SPACES: 19 SPACES (INCL. 1 HQ TOTAL SQ. FEET OF EXIST. IMPERVIOUS AREA: 51,086 SF TOTAL SQ. FEET OF PROP. IMPERVIOUS AREA: 150,226 SF DISTURBED ACREAGE: 7.5 AC. REFERENCES: PLAT BOOK 2008, PAGE 351 ADDRESS: PARK AVENUE General Notes: 1. NCDOT DRIVEWAY APPROVAL PERMIT IS REQUIRED. 2. ANY UNUSED DRIVEWAY MUST BE CLOSED IN ACCORDANCE WITH THE CITY OF YOUNGSVILLE DRIVEWAY ORDINANCE. 3. CONTACT NORTH CAROLINA ONE -CALL CENTER, INC. (NC ONE -CALL) AT 811 TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. 4. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF YOUNGSVILLE MANUAL OF STANDARD DESIGNS AND DETAILS (MSDD) AND THE YOUNGSVILLE UTILITIES MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER SYSTEM EXTENSIONS. 5. CONTRACTOR SHALL NOTIFY PUBLIC WORKS, STREET MAINTENANCE DIVISION 48 HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR RIGHT-OF-WAY. 6. THE PROPERTY APPEARS TO BE IN FEMA ZONE "X" (AREA OF MINIMAL FLOOD HAZARD), PER MAP #3720185300K; EFFECTIVE APRIL 16, 2013. 7. ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED UNDERGROUND. 8. PAVEMENT SECTIONS ARE AS INDICATED ON PLAN SHEET C-9. 9. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING. 10. PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN. 11. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 12. REFER TO M.E.P. PLANS FOR COORDINATION OF BUILDING UTILITY SERVICES. 13. CONTRACTOR SHALL STOCKPILE TOPSOIL FOR USE IN LANDSCAPE AREAS. 14. STORMWATER MANAGEMENT IS REQUIRED FOR THIS SITE. 15. THIS PROJECT DISTURBS MORE THAN 1 ACRE. EROSION CONTROL PLAN APPROVAL IS REQUIRED. 16. REFUSE COLLECTION SHALL BE PROVIDED BY PRIVATE SERVICE. 17. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 18. A REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE IS REQUIRED ON THE DOMESTIC WATER SERVICE. 19. SITE SHALL MEET ALL RELATED ACCESSIBILITY CODE REQUIREMENTS. Parking Requirements: PARKING REQUIRED: 1 SPACE PER 30 STORAGE UNITS PLUS ONE SPACE PER 2 EMPLOYEES ON SHIFT OF GREATEST EMPLOYMENT NUMBER OF UNITS: 350 UNITS 350 / 30 = 12 SPACES REQ'D NUMBER OF EMPLOYEES: 2 SPACES TOTAL REQUIRED PARKING: 14 SPACES TOTAL PROVIDE PARKING: 19 SPACES REQUIRED HANDICAP PARKING: 1 SPACE A SURVEY FOR THE AS -BUILT PLANS MUST BE COMPLETED BY A LAND SURVEYOR REGISTERED IN THE STATE OF NORTH CAROLINA AND CONFIRMED THE AS -BUILT PLAN MEET THE DESIGN REQUIREMENTS BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. THE SURVEY SHALL INCLUDE REQUIRED AND AS -BUILT ELEVATIONS OF THE BASIN BOTTOM, ORIFICE, WEIR, TOP OF EMBANKMENT AND SPILLWAY. TWO SEALED SIGNED AND DATED COPIES MUST BE SUBMITTED TO THE CITY OF GREENVILLE ENGINEERING DIVISION FOR REVIEW AND APPROVAL PRIOR TO FINAL CERTIFICATE OF OCCUPANCY. Owner / Developer C4-YS, LLC d/b/a Youngsville Storage Austin Williams, Member / Manager 121 W. Trade Street, Ste 2550 Charlotte, INC 28202 Aq 0 qLF V/ SITE •= a 0 L poi o �� V Z v o w � w _� J O •� LL U) •� MAIN ST o � REVISIONS: Vicinity Map SCALE: 1" = 2,000' LEGEND PROPOSED w PROPERTY LINE ADJOINER PROPERTY LINE (� EASEMENT LINE STORM DRAINAGE PIPE - -W - - - - W- - - WATER LINE W O - GAS - - GAS LINE ugfo UNDERGROUND FIBER OPTIC ugc UNDERGROUND CABLE ugt UNDERGROUND TELEPHONE - UGE - - UNDERGROUND ELECTRIC - oHE - - OVERHEAD ELECTRIC CHAINLINK FENCE - - - - - - - - - - OVERHANG TREELINE GUIDE WIRE SILT FENCE LIMIT OF DISTURBANCE TEMPORARY DIVERSION DITCH is ® WELL LU WIVI WATER METER 0 °WV WATER VALVE N W HYDRANT 4� V 0 LIGHT POLE 0 S UTILITY POLE Z 0 MAILBOX Oa O 0 SIGN Z Z OTELE TELEPHONE MARKER Q OTPED TELEPHONE PEDESTAL A ®IPF IRON PIPE FOUND W ElMON CONCRETE MONUMENT FOUND W 0 @)RRS RAILROAD SPIKE ~ z Z U *NAILF NAIL FOUND W �IPINS IRON PIN SET-5/8" REBAR J > IRON PIN SET-5/8" REBAR J Q _Ile Q DEMO / TO BE REMOVED W � Y 014994 GROUND ELEVATION X BC 22.00 22.00 W �/ UL TOP OF BACK OF CURB X BC > J Q TOP OF CONCRETE X TC 22.00 0 a TOP OF ASPHALT X TA 22.00 TOP OF SIDEWALK X TW 22.00 W > � W ROCK INLET SEDIMENT TRAP TRUNCATED DOMES °°°°° °° 0 Z 0 HEAVY DUTY ASPHALT PAVEMENT W CONCRETE 0 0 U Q � GRAVEL SPILL GUTTER SHEET INDEX C1.0 Cover Sheet .%%'�� ...... CA f� %ESS/0�1%:1'q��'s C2.0 Site and Landscaping Plan C2.1 Site and Landscaping Plan ��= SEAL • 746 C2.2 Road Widening Plan C3.0 Demolition and Phase I -A Erosion Control Plan .,;I�ERl I �w C3.1 Demolition and Phase II -A Erosion Control Plan 511612021 C4.0 Phase 1-13 Erosion Control Plan C4.1 Phase 11-B Erosion Control Plan N i= z J w z C5.0 Erosion Control Notes ? o C6.0 Utilities Plan z Z 0 W ° C7.0 Grading Plan PH-1 ow0 0 0 lJ Q W 00 W C7.1 Grading Plan PH-11 >00 CD N a 00 C7. 2 SC M Enlargements & Details """"""""""' """""""""""'° 00 V) N U 00 rn �Z00 c C8.0 Details ° 06 Y C11111111111111111111r111111", � m>Ln C8.1 Details LO N 3 LO a) L C8.2 Details N N 3 Project Manager: JDW Survey 1 Sheet Drawn By: RJL/CEW (Surveyor: Survey Matters Land Surveying Services) Checked By: BCF Project Number: 19006 Drawing Number: D-1240 Survey Note: BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY SURVEY MATTERS LAND SURVEYING SERVICES, AS SHOWN ON DRAWING ENTITLED ALTA/NSPS LAND TITLE SURVEY, C 1 ■ 0 DATED JULY 2020, ATTACHED TO THIS DRAWING SET FOR REFERENCE. Date: 3-18-2021 a Know what's below. Call before you dig. 1-800-632-4949 James T. Moss Heirs PIN: 1853-31-3172 DB. 2177, PG. 281 Zone: MU-2 Area: 858,927 S.F. or 19.718t Acres FENCE SECURITY.. 20 25' RI - Ln o „ Vegetation Legend: 0 PROPOSED LARGE TREE PROPOSED LARGE STREET TREE PROPOSED SMALL TREE PROPOSED EVERGREEN SHRUB(S) ROAD WIDENING SEE SHEET C2.2 NOTE: TREES SHALL BE STAKED ONLY IF DIRECTED BY THE OWNER. 7ROOT CH TREE MUST BE PLANTED SUCH THAT THE RUNK FLARE IS VISIBLE AT THE TOP OF THE BALL. TREES WHERE THE TRUNK FLARE NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET ROOT BALL MULCH RING V DIA. FLUSH WITH FINISH GRADE I I / III III ll III /rl x{x{x{x{x}x}� P: I I III _ 4" HIGH TOPSOIL SAUCER BEYOND EDGE P1P1P1tl1tl1tl1tl1tlP3P3P3P3P3Ptl r 11 tlP3P3P3P3P3P3P1P1P1P1P1tl1tl1tl�1tlPtl� T 'I TRIPLE SHREDDED HARDWOOD r _h III � I ": N OF ROOT BALL. - II III BARK MULCH (NON -DYED) MIN REMOVE ALL TWINE, ROPE, WIRE AND 4' D. DO NOT PLACE MULCH IN BURLAP FROM TOP HALF OF THE ROOT BALL. CONTACT WITH THE TREE TRUNK. uaa-- LU IF THE PLANT IS SHIPPED WITH A WIRE BASKET AROUND l�allll EXCAVATE 2X ROOT BALL ��il ��IIIIIII �� THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES DIAMETER. PLACE BACKFILL AND FOLD DOWN 8" INTO PLANTING HOLE. MIXTURE IN 12" LIFTS & THOROUGHLY WATER PLACE ROOT BALL ON BETWEEN LIFTS. UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. LARGE AND SMALL TREE PLANTING NOT TO SCALE N /F Michael J. Shane PIN: 1853-30-5383 DB. 1288, PG. 155 Zone: SFR-3 ° ° p \ SS ci d a p °a p ° ° ° \ � 240' 4 „ a' p „ a: Q \ MASONRY WALL W/ TYPE-D SCREENING 3-SIDES 3 O 4" SINGLE SOLID a p W ITE PAINTEb a 8.5 \ - PROPOSED 1-STORY LIN S TYP O (° �� STORAGE BUILDING 9,600 SF p 6.5' ° 19' p ° 36', °' a e 19' 6.5' 0 PROPOSED 1 STORY STORAGE BUILDINGoull 24,000 SF \ OT Ak \ p a. a THI.CKENER ° a 'a ,76\ \ \ �e \ O-I' °.' p EDGE CONCRETE S16EWACK d ° ° VAN ACCESSIBLE I Iq \ FFTMe\ \ \ \ \ \ f \ a ° °.. .. H/C SIGN \ IfLt 0) a OFFICE Cora Underwood Lee PIN: 1853-20-8006 \ \ OS. c fT DB. 2193, PG. 1944 F \ \ \ 25' 8.5' m r,.... X � ° a p � X ,,,,, /// PB. 2008 PG. 351 Zone: SFR-3 Area. 17935 S.F. \ X �" ° or 0.412t Acres STORMWATER \ \ \ \ \ It 71-F.- ° MANAGMENT \ \ �� ---------------------" aQ I AREA \ \ STORMWATER MANAGMENT \ \ AREA mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mw m,/ mwuvah °.� mwuvae �umvah iuwuva;,. � mwuvah uwuva;,. mwuva;' mwuva;,. mwuvah a uuva;,. mwuvah mwuva;,. mwuvah - - _uuu m;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. 16' STREET MBL mwuvah mwuvmoo l I \ \ mwuvah • m All_� pAll — — — _ Ar I f .5" OT P Street Sign z 0 — — — - — - — - — — — Highway Sign --— ---—————————————————————— — — — — —\---------- ti � — — — — — OFfE 3H0 — — OFfE 3H0 — Planting Notes: 1. CANOPY TREES MUST BE A MINIMUM OF TWO (2) INCHES IN CALIPER, MEASURED SIX (6) INCHES ABOVE GRADE, WHEN PLANTED. 2. UNDERSTORY TREES MUST BE A MINIMUM OF ONE AND ONE HALF (1.5) INCHES IN CALIPER MEASURED SIX (6) INCHES ABOVE GRADE AT THE TIME OF INSTALLATION. 3. ALL SHRUBS APPROVED FOR LANDSCAPING OF VEHICLE USE AREAS, LOADING AND UNLOADING AREAS, AND OUTSIDE STORAGE AREAS SHALL BE EVERGREEN, WITH A MINIMUM SIZE OF EIGHTEEN (18) INCHES, SPREAD OR HEIGHT, WHEN INSTALLED AND REACH A MINIMUM HEIGHT OF THIRTY-SIX (36) INCHES AND A MINIMUM SPREAD OF THIRTY (30) INCHES. SUCH SHRUBS SHALL BE PLANTED USING REQUIRED PLANTING TECHNIQUES AND LOCATED PARALLEL TO THE EDGE OF PARKING LOTS, ACCESS DRIVES, LOADING AND UNLOADING AREAS, AND OUTSIDE STORAGE AREAS. REQUIRED SHRUBS IN OTHER LOCATIONS, OUTSIDE OF THE AREAS LISTED ABOVE, MAY BE EVERGREEN OR DECIDUOUS AND SHALL BE THREE (3) GALLON IN SIZE AS PER AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS AT THE TIME OF INSTALLATION. 4. THE FOLLOWING SOIL PREPARATION TECHNIQUES SHALL BE USED FOR ALL REQUIRED LANDSCAPE AREAS: a. SOIL PREPARATION FOR THE ENTIRE LANDSCAPE YARD INCLUDES THE ADDITION OF ORGANIC AMENDMENTS TILLED TO A DEPTH OF EIGHT (8) TO TWELVE (12) INCHES. b. ALL PLANTINGS IN LANDSCAPE YARDS SHALL BE MULCHED, INCLUDING INTERIOR PARKING LOT ISLANDS LESS THAN FIVE HUNDRED (500) SQUARE FEET, TO A DEPTH OF THREE TO FOUR (4) INCHES. THE MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE THEREAFTER. c. EARTHEN BASINS ARE TO BE CONSTRUCTED AROUND THE INSTALLED PLANTS. I FOR ESTABLISHMENT AND SURVIVAL, PLANTS SHALL BE WATERED BY THE LANDOWNER OR CONTRACTOR FOR THE FIRST YEAR AFTER PLANTING. O - - N'32°1712" W i — — ---------—————————---------=— — --- ——————————--—————— — — — — —————————————— — — — — —— -- — ---� PARK AVENUE / (NC HWY 96 / US HWY 1-A) (60' PUBLIC R/W) p2F / 71 — — — — — — — — — — — — — y — -Traffic tlIgn Traffic Sign O mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuva;,. — — — — — — — — — 3H0 — — — OFfE 3H0 — — OFfE 3H0 — — OHE SHE) — — OFfE 3H0 — — ORE SHE) OE 3H0 0� mwuvah mwuva;,. SHE) — — mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuvmoo — — — — — — — — — — OFfE 3H0 OHE 3H0 OHE OHE SHE) — — — — — — OHE SHE) OHE 3HEl — — = 2HE — — — = OHE — 3H0 OHE SHE) OHE SHE) OHE SHE) OHE SHE) — OHE SHE) 3R0 — 3H0 — — — — — — — — — — — —_ — — �E— — —ORE �Nailf Ipf .5" 0 • W Ipf .5" OT Bent 30' 0 15' 30' SCALE 1 inch = 30 ft ■ ,OAA •� a 0 L. O O CL L LL A ■� REVISIONS: a LU- LU Q W a o L) O 0 L 0 z LL LU Z LU � O U Z Z W _ J a W Q Y zo J J �" a a i •> a 'u'^ Cl) U Z a J Ca � � O LLJ O > O ''~^^ v/ F— .,`%,-�H CARD SEAL 746 . - � � 3/IB/ZOZI Z a uW ~ az J a a` a- J Z �� W' O W 0 U C) CL u0W �00 Ln i 0.0 > 00 m S ry 4 -, m000000000i o00000000000i U I V) �Z00 c 0 000 0 000000000o ilia U = m c Ln Ln N N 3 Ln a) ,n r'4 3 Project Manager: JDW Drawn By: RJL/CEW Checked By: BCF Project Number: 19006 Drawing Number: D-1240 C-2.0 Date: 3-18-2021 (121 LF TYPE D BUFFER) REQUIRED PER 100 LF 2 SMALL TREES = 3 REQUIRED 18 SHRUBS = 22 REQUIRED S 32°17'12" E 0-a 5' U�oo U,LULU 1O4DD 0 LU a W W wo -iin a w -1 rn �cfiwm r4W~_ v J N J cQ 00 G N N — SECURITY FENCE QQ (216 LF TYPE B BUFFER) irk / REQUIRED PER 100 LF w 3 LARGE TREES = 7 REQUIRED �Q 5 SMALL TREES = 11 REQUIRED 25 SHRUBS = 54 REQUIRED Vegetation Legend: PlantinLj Notes: 1. CANOPY TREES MUST BE A MINIMUM OF TWO (2) INCHES IN CALIPER, MEASURED SIX (6) INCHES ABOVE GRADE, WHEN PLANTED. 2. UNDERSTORY TREES MUST BE A MINIMUM OF ONE AND ONE HALF (1.5) INCHES IN CALIPER MEASURED SIX (6) INCHES ABOVE GRADE AT THE TIME OF INSTALLATION. 3. ALL SHRUBS APPROVED FOR LANDSCAPING OF VEHICLE USE AREAS, LOADING AND UNLOADING AREAS, AND OUTSIDE STORAGE AREAS SHALL BE EVERGREEN, WITH A MINIMUM SIZE OF EIGHTEEN (18) INCHES, SPREAD OR HEIGHT, WHEN INSTALLED AND REACH A MINIMUM HEIGHT OF THIRTY-SIX (36) INCHES AND A MINIMUM SPREAD OF THIRTY (30) INCHES. SUCH SHRUBS SHALL BE PLANTED USING REQUIRED PLANTING TECHNIQUES AND LOCATED PARALLEL TO THE EDGE OF PARKING LOTS, ACCESS DRIVES, LOADING AND UNLOADING AREAS, AND OUTSIDE STORAGE AREAS. REQUIRED SHRUBS IN OTHER LOCATIONS, OUTSIDE OF THE AREAS LISTED ABOVE, MAY BE EVERGREEN OR DECIDUOUS AND SHALL BE THREE (3) GALLON IN SIZE AS PER AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS AT THE TIME OF INSTALLATION. 4. THE FOLLOWING SOIL PREPARATION TECHNIQUES SHALL BE USED FOR ALL REQUIRED LANDSCAPE AREAS: a. SOIL PREPARATION FOR THE ENTIRE LANDSCAPE YARD INCLUDES THE ADDITION OF ORGANIC AMENDMENTS TILLED TO A DEPTH OF EIGHT (8) TO TWELVE (12) INCHES. b. ALL PLANTINGS IN LANDSCAPE YARDS SHALL BE MULCHED, INCLUDING INTERIOR PARKING LOT ISLANDS LESS THAN FIVE HUNDRED (500) SQUARE FEET, TO A DEPTH OF THREE TO FOUR (4) INCHES. THE MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE THEREAFTER. c. EARTHEN BASINS ARE TO BE CONSTRUCTED AROUND THE INSTALLED PLANTS. d. FOR ESTABLISHMENT AND SURVIVAL, PLANTS SHALL BE WATERED BY THE LANDOWNER OR CONTRACTOR FOR THE FIRST YEAR AFTER PLANTING. L W C� VI O a O 0) p s o LU� 0 z 0) Cl) 1 o - Z LU =)� Z — w a. J LU Q z a J J_ �LL a U �; '> pCO0) Z Q O J Z 0 W D O F- p O H .�`% CA %���� FESSfO;yf,L9��': SEAL 746 . - � � 3/IB/ZOZI a U w ~ az J a 2 a`a J o � Z ZO=M LU LU O U OIi i CL Ul7W �00 Ln i 0.0 v > 00 CD � 0. N 4- N U 00 N Z 00 C C1111111111111111111 to O t N 00 O Y U _Ln i 1D > Ln f6 Ln O N 3 Ln a) Lnr40 � Project Manager: JDW Drawn By: RJL/CEW Checked By: BCF Project Number: 19006 Drawing Number: D-1240 30' 0 15' 30' SCALE 1 inch = 30 ft C-2. 1 Date: 3-18-2021 ROCK SILT CHECK DAM TG xbCab C I \ ,I 466.09 .97 TG 10 c� 1' 463.18 . T.G TG 465.84 .. TG 69 CLD 98 . 463.72 464.TG TG X 5.04 465 TG ��^ ��� 66 466.61 ro o xao� XIS IVTG \ I 46b3.9 M x°' irL 464.03 ..�.. 46 TG ° 46:4.26 4 5.37 TG.. TG.. 464. ..... — o _ TG _ ; TG' TG Xr om / " 467.30 - ---467 00' b b�. Know what's below. Call before you dig. 1-800-632-4949 LEGEND � \ PROPOSED z PROPERTY LINE ADJOINER PROPERTY LINE - - EASEMENT LINE STORM DRAINAGE PIPE - - W - - - - W - - - WATER LINE W - GAS - - GAS LINE ugfo UNDERGROUND FIBER OPTIC O ugc UNDERGROUND CABLE r �� ugt UNDERGROUND TELEPHONE v - UGE - - UNDERGROUND ELECTRIC - oHE - - OVERHEAD ELECTRIC 0 o 0 C o CHAINLINK FENCE - - - - - - - - - - OVERHANG h TREELINE GUIDE WIRE SILT FENCE LIMIT OF DISTURBANCE TEMPORARY DIVERSION DITCH ® WELL WIVI WATER METER W 0WV WATER VALVE N HYDRANT 4� Q t LIGHT POLE UTILITY POLE a V 0 MAILBOX S -� SIGN 4-0 OTELE TELEPHONE MARKER O Q OTPED TELEPHONE PEDESTAL Z ' ®IPF IRON PIPE FOUND 0 MON CONCRETE MONUMENT FOUND 4-0 r- *RRS RAILROAD SPIKE Z = \ *NAILF NAIL FOUND Q ? Q \ 11WIPINS IRON PIN SET-5/8" REBAR J Z V \ a IRON PIN SET-5/8" REBAR LU DEMO / TO BE REMOVED > 0149.94 GROUND ELEVATION X PG 22.00 Z Q TOP OF BACK OF CURB X BC 22.00 Q W Y TOP OF CONCRETE X TC 22.00 LL TOP OF ASPHALT TA X TA 22.00 J Q TOP OF SIDEWALK TW 22.00 X ,n V � a ROCK INLET SEDIMENT TRAP > � TRUNCATED DOMES HEAVY DUTY ASPHALT PAVEMENT Q CONCRETE z GRAVEL Q O 3 Q F- -�___-- -- - - --- --- ---- --- - --- - - ---- ---_ 457 - =__- - --=_- ' 456/39 -- : 4 �6.81 �,--� ---- .,_. „ — — — —a — �_-__. °i ti 4S7- - �_'� 456-- - h ______ _ �'~l� FM F�t4 aM > E�� M FM FM ...... FM...... 'FM _... FM" Street rn S ---- a - - _ vs o 456 -�". BC '� a 456.54 _. - 456' _ ,� 456"� �� Sign ------ — —s Xb - _ N2°7'12" W 747.00' _ _ _ _ yam. ., - � ` u _ut INV.458.00 t _ 1,60 CIP lb W y 2j T / PARK AVENUE 4 -Z - - / (NC HWY 96 / US HWY 1-A) PUBLIC R/W) - - - - - - - - ---- --- ---_ 1 (60' \ p� .�`%��N C ARp 11 ''% 4%��� FESSfO;yf,L9��': SEAL 746 . - � � 3/IB/ZOZI Z a uW ~ C az J a a`a Z Z=M Q W O U OIi i Ul7W �00 Ln i 0.0 00 Co � C N 4- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII N U 00 N 00 Z 00 C to O t N 00 O Y IIIIIIIIIIIIIIIIIIII IIIII U _ Lr) i Co > � M U� O N 3 Lr) a) Lr) NC7N � Project Manager: JDW Drawn By: RJL/CEW Checked By: BCF Project Number: 19006 Drawing Number: D-1240 C-7.0 Date: 3-18-2021 K,. iNv. 442.00 s s 2°17'12" E 1 .65- xbh ka Know what's below. Call before you dig. 1-800-632-4949 LEGEND PROPOSED PROPERTY LINE E V — — ADJOINER PROPERTY LINE L EASEMENT LINE STORM DRAINAGE PIPE — — W — — — — W — — — WATER LINE W L — GAS — — GAS LINE 0 CL ugfo UNDERGROUND FIBER OPTIC z o QILL ugc UNDERGROUND CABLE " •a a ugt UNDERGROUND TELEPHONE — UGE — — UNDERGROUND ELECTRIC — oHE — — OVERHEAD ELECTRIC U. '' 0 0 0 o CHAINLINK FENCE — — — — — — — — — — OVERHANG a TREELINE GUIDE WIRE SILT FENCE REVISIONS: LIMIT OF DISTURBANCE TEMPORARY DIVERSION DITCH ® WM WELL WATER METER °WV WATER VALVE H T HYDRANT LIGHT POLE 4 F� cob UTILITY POLE 0 MAILBOX —� SIGN J OTELE TELEPHONE MARKER OTPED TELEPHONE PEDESTAL r OIPF IRON PIPE FOUND �•/ ElMON CONCRETE MONUMENT FOUND *RRS RAILROAD SPIKE *NAILF NAIL FOUND •IPINS IRON PIN SET-5/8" REBAR IRON PIN SET-5/8" REBAR DEMO / TO BE REMOVED 0149.94 GROUND ELEVATION X PG 22.00 TOP OF BACK OF CURB X BC 22.00 TOP OF CONCRETE X TC 22.00 TOP OF ASPHALT X TA 22.00 TOP OF SIDEWALK X TW 22.00 W ROCK INLET SEDIMENT TRAP 0 0 L TRUNCATED DOMES U HEAVY DUTY ASPHALT PAVEMENT CONCRETE O L Z GRAVEL ♦"r Z LU J Z O Z V (9 2 Z Q W Y J � a� > '> Cl)a, Z 0 O 0 0 F- 30' 0 15' 30' SCALE 1 inch = 30 ft .�`%��N 0 ARp 11 ''% SEAL 746 . - � � 3/IB/ZOZI a- ~ (1) az J a a`a z Z=o_ O W 0 U 00� � (9 Ul7W �00 Ln � CD> °° 0. 4 N - iiiiiiiiiiiiiiiiiiiiivillillillillillillillill, a) U 00 V) z00 c 0 ai 0 U 000000000o ilia v = Lrn " m > Lr) M U� N 3 Lr) a) Lr) NC7N � Project Manager: JDW Drawn By: RJL/CEW Checked By: BCF Project Number: 19006 Drawing Number: D-1240 C-7.1 Date: 3-18-2021 I - -- � � � I -- • • 0 a Know what's below. Call before you dig. 1-800-632-4949 SCM #3 - ENLARGEMENT SCALE: 1" = 20' 458 GRAVEL VERGE ------------------ 456 --- INV. 458.19 455 454 STORMWATER MANAGMENT AREA 455 7456 — - — --457 — -- — I no SCM #2 - ENLARGEMENT SCALE: 1" = 20' a s00��� Stormwater ManaLiement Notes 1. THESE NOTES APPLY SPECIFICALLY TO THE AREAS WITHIN THE PROPOSED STORMWATER CONTROL MEASURES. 2. CLEAN SAND, WHERE CALLED FOR, SHALL BE COARSE OR FINE SANDS WITH NOT MORE THAN 15% BY WEIGHT PASSING THE ASTM NO. 200 SIEVE. 3. GRAVEL VERGES SHALL BE CLASS W RIP RAP 6" THICK INSTALLED OVER MIRAFI 140N FABRIC, OR EQUAL APPROVED BY ENGINEER. SCM #1 - ENLARGEMENT SCALE: 1" = 20' Rip Rap Aprons Pad Pad Pad Pad Size Entry Exit Length Depth Stone Outlet (in) (ft) (ft) (ft) (in) Class 20' 0 10' 20' SCALE 1 inch = 20 ft 0 L � L O O CL L �ILL jL ._ REVISIONS: W � 0 o a O L J Q F Z LU F- Z W ZU O W W W 0 W Q Y � J J a LL LU i a� '> Z D `0 0 O 3 0 F- `% %% .�N CARO %%��� FESSfO;yf,L9��': SEAL 746 fill 3/1B/2021 Z a uW ~ ii z J a a`a Z Z=M O W 0 U 00� a Ul7W � 00 ) i v 00 CD � C 4 N - N U 00 N 00 Z 00 C fuuuuuui t6 O 0 hill U — m�Lr)M Lr) a) Lr) NC7N � Project Manager: JDW Drawn By: RJL/CEW Checked By: BCF Project Number: 19006 Drawing Number: D-1240 C-7.2 Date: 3-18-2021 0 /\ �a n S \ RS6 r xaarna oa�5 9 U � wzv� .0 II N ZZZ f7 � / , OMB O m M + +All R AO / Sys`/ /,/ �Q +/ + +, II / > 0 / + a ' + / R O /+ 8Jo oinM / ? + IOQ vli m u2 m $8 2 — N }< GJ +, t Mao m Q 63 6 516 / 11100 IN CIO / �+ R66) / + 1 mllil� IMWIMI I................................. IVA „Zt - II II AD IIII 11 ° 0 �I W o K —r I II I LL 0 vt L8'6S,V=^ui �' N « ao3 I z a o , dC� Z 61 0 0 I IIII �oa rSrn 1¢z> W I I R I R g z 3 I OQ � I III IIII I /A, I I I I F �L/yy II m z u z h C/,� .Q // I I I R Rs�o I I I M / I IIw IIIIII M � R6s{„ � R� /�i�� , U (/) Nam // t I II 1 1 I � I - i;e D��N� I 11 IIII 4 Lq m�I-. w Jc-400 Ilsl 1 INV.458.50 IMP �a.� 30,�� M lL I to I I a� J I I I I I I c u M. / I ai �� II I �� I I N i F IIII I 0 z C6 d TO :4 2 457 I U d 0 460 459 IIII 92 I �2, g 149,44(61 464 463462 1 63s / I I I I I I I 01� a z I I Il l / IIIII r 11� �I J I p 9 / 0 16 QA rim, IIII 93 11 I I� I II �\ s R rr, I ® I l I IIIII gl III I II \\ DIHo m \ i iss. I III ; RsJ. � ttss IIIII � 4 11111M H > U ti o I �� s g�9. I.111 I I I IRsso� } a a� cLn �IIIIF� 1 I I �ii� g O7 a7 IIII I az DI / DI l R6Q IIII I 1 R Yi% III 1 I DI so 117 R6. II I II I / II I / I RSI X °'� I 444I „. (III III I I II Q tk6<:) CB-30 s / Ti P: 64.25 ou 8.90 W) 465 INV.458.19� R „ 60 Lr R I I 62 R / I I IIIII 0 / G IIII R I ti0 466 j IIIII I \ � h 11 it Il I I I v� 46 p` I l� ��il�ll Il / \ I Jy / , )r „.,„,_ ,....... ...„'.-.. Off' % w .,,. I r� .,.,R2S� I DI 2 �. DI-DI04 p / 1 RCP 4.50/ _ I 1 0 o R � ( � ���� / R R / � DI 202 R � o o I 3 11 0 of Ni 4 6 o N li / s TOP.462.81 S 3 R / TOP.450.3 ss Rs I Q / � / / / INV. 445.73 (SW) INV. 45O1.37 (SW) 08� l Rsr,� INV. 458.64 (SE) \& / �..LR ,I_ C�� ai --� LR�17& OUT 445.48 (E) INV. 451.37 (SE) / R OUT 458.64 (NE) / / / I / s �� z a `C OUT 451.37(NE) R63 43 \ / I I O oaoN / / I Q 1160 z 2 r... Ln II Sspac �� O� ' U I I i rn R6 / IN p Es -k Lr) R �^� � s I I xMNN� & I I Radm R36 J99 '� R3js 1 '/ '/ ��mn E:i W O a O L a F Cl) Z +�+ CQ G V) < Z W � O U Z LU W W Q (9 z JLL J NQ I.L � W Cl) U Z D 0 O O 3 O H \A OARp SEAL 746 L ER � � 3/IB/ZOZI Z W c r d z J a a`a Z M O O W U W Q C) 00 L Ul7W �Ln 0.0 to> 00 C CD N 4- IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII N U 00 N Z 00 c to O O t N 00 Y IIIIIIIIIIIIIIIIIIII IIIII U _ � i > In Un In a) ,n 3 N (D N Project Manager: JDW Drawn By: RJUCEW Checked By: BCF Project Number: 19006 Drawing Number: D-1240 40' 0 20' 40' SCALE 1 inch = 40 ft DA- 1 Date: 3-18-2021