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Home My WebLink AboutSW6240502_Plansheet - Cover Sheet_20240923 LEGEND SURVEY LEGEND LANDS N/F a BAR" E C EDGERTON JR LLC ITEM EXISTING PROPOSED ITEM EXISTING PROPOSED ITEM EXISTING PROPOSED `` T.P.:021515 0018 CONCRETE CURB&GUTTER SANITARY GRAVITY SEWER LINE (S) 10 EX.10"S ---110"S PLAT ID:224268 BECKER SIZE&FLOW DIRECTION UNMARKED POINT O O DEED BOOK&PAGE:4075 0164 M 1. CONCRETE SIDEWALK,SLAB/PAVING ___�. *".: "= 'w-•.:. CONCRETE MONUMENT 0 FCM ❑E SCM Q SANITARY SEWER FORCE MAIN (F.M.) SEX.10"F.M.-12--F.M M. 9 IMPERVIOUS SURFACED ROAD,DRIVE SIZE&FLOW DIRECTION IRON PIPE @ FIP (9) sip �� Or MORGAN OR PARKING LOT i�� \ SANITARY SEWER MANHOLE (S.S.M.H.) �CjJ �\�� IRON PIPE W/CAP @ FIPC 7G� INDIVIDUAL TREE OR BUSH N/A BARN is y • P EVER EEN DECIDUOUS SANITARY SEWER CLEANOUT (C.O.) �� IRON ROD @ FIR SIR \ F J WIRE FENCE xxx X X X CHAINLINK FENCE n WATER MAIN&SIZE EX.10"W �12--W� IRON ROD W/CAP @ FIRC Q SIRC 0 STOCKADE FENCE FIRE HYDRANT (F.H.) D�F.H. ►Z4 F.H. DRILL HOLE OO FDH (8) SDH \ �� Q��.1►5 ARCHITECTURE STRUCTURE(CONCRETE,WOOD, WATER VALVE (W.V.) OR METER (W.M.) -------&-- 41go- STONE o FSTONE $ P��` E N G I N E E R I N G METAL,ETC.) W.M. W.V. \ W.M. W.V. PK NAIL � FPK SPK STORM DRAIN MANHOLE (S.D.M.H.) DRAINAGE DITCH OR SWALE � -- - --- WETLAND BOUNDARY LINE STORM DRAIN LINE (CMP,RCP,HDPE) \ SITE <O Delaware --v-v-� N/A �� 10,s tic 309 South Governors Avenue CONTOUR ------49------ 55 CATCH BASIN (C.B.) ®� - _ -®� P FSFT e� Dover,DE 19904 ELEVATION SPOT SHOT 43.55 25.50 T.C. UTILITY POLE W/OVERHEAD SERVICE �- 302.734.7950 BENCH MARK �� 25 15 25.00 B.C. (TELEPHONE (O.T.),ELECTRIC (O.E.) 0 Q \ �� RQ The Tower at STAR Campus LLL°SS� \ \ 100 Discovery Boulevard, Suite 102 N/A UNDERGROUND ELECTRIC (U.E.) --U.E.-- �-U.E. Newark,DE 19713 PROPERTY OR RIGHT-OF-WAY LINE �� UNDERGROUND TELEPHONE (U.T.) ----U.T.---- ----U.T.---- 302.369.3700 CENTERLINE - - LIGHT POLE UNDERGROUND GAS MAIN (G) --EX.2"G- -2"G--- _a Maryland Y FIBER OPTIC(F.O.) --F.O.---- --F.O.---- 4 312 West Main Street, Suite 300 SITE DATA SHEET INDEX LOCATION MAP SCALE: 400' Salisbury, 9100801 1. OWNER OF RECORD: EC EDGERTON JR, LLC COVER SHEET North Carolina PO BOX 398 C-001 COVER SHEET & OVERALL LAYOUT DUNN, NC 28335 EXISTING CONDITIONS AND DEMOLITION PLANS 3333 Drive, Suite 120 Wilmington,NC 28403 C-101 BOUNDARY & EXISTING CONDITIONS PLAN 1 910.341.7600 2. APPLICANT: RHETSON-JAMIE ENCINOSA 2075 JUNIPER LAKE ROAD, SITE PLANS M N WWW.beCkermOrgan.COm WEST END, NC 27376 C-201 SITE PLAN UTILITY PLANS 3. ENGINEER: BECKER MORGAN GROUP INC. O 3333 JAECKLE DR#120 C-301 UTILITIES PLAN !y v WILMINGTON, NC 28403 GRADING PLANS (910)341-7600 C-401 GRADING PLAN 4. PROPERTY MAP NUMBER: 021505 0131 EROSION & SEDIMENT CONTROL PLANS �O 5. HARNETT COUNTY PIN#: 1515-16-0072.000 C-500 EROSION & SEDIMENT CONTROL PLAN COVER 0 6. ZONING CLASSIFICATION: EXISTING: C-3-CONDITIONAL HIGHWAY COMMERCIAL DISTRICT C-501 PRE-CONSTRUCTION SWM PLAN r P� PROPOSED: C-3-CONDITIONAL HIGHWAY COMMERCIAL DISTRICT C-501-EC PRE-CONSTRUCTION E&S PLAN mQ SITE 7. DEED SUMMARY: BOOK 1662 PAGE 0482 C-502 POST CONSTRUCTION SWM PLAN � OiV LU 8. PRESENT USE: VACANT C-502-EC POST CONSTRUCTION E&S PLAN Ge 9. PROPOSED USE: RETAIL STORE C-503 POST CONSTRUCTION SCM DETAIL 10. PARCEL AREA 3.82 ACRES(166,400 SF) C-504 EROSION & SEDIMENT CONTROL DETAILS 11. PROJECT AREA/LOD: 2.26 ACRES(98,446 SF) C-505 EROSION & SEDIMENT CONTROL DETAILS 12. PROPOSED BUILDING: BUILDING: 10,640 S.F. (8,526 S.F.SALES AREA) C-506 EROSION & SEDIMENT CONTROL DETAILS / 13. BUILDING TYPE: TYPE IIB SWM-PRE PRE-DEVELOPED DRAINAGE MAP 14. PARKING CALCULATIONS: GENERAL COMMERCIAL: 1 SPACE/400 S.F.OF FLOOR AREA SWM-POST POST-DEVELOPED DRAINAGE MAP a� / REQUIRED: (10,640 S.F./400 S.F.)=27 SPACES CONSTRUCTION DETAILS p / PROVIDED: 37 SPACES C-901 CONSTRUCTION DETAILS '" HANDICAP PARKING SPACES: 2 / LANDSCAPE PLANS c� 15. BICYCLE PARKING 2 SPACES/40 PARKING SPACES L-001 LANDSCAPE PLAN REQUIRED:2 SPACES VICINITY MAP SCALE: 1" = 2000' PROVIDED:2 SPACES 16. SETBACKS: C-3-COMMERCIAL HIGHWAY U / LANDS N/F FRONT: 20 FT. m� BTW DEVELOPMENT SECONDARY FRONT/SIDE:20 FT. / SIDE: 10 FT. _ COMPANY INC. co T.P.:021515 0019 REAR: 20 FT. { Z / PLAT ID:282291 .., 0 DEED BOOK& 17. BUILDING HEIGHT: PERMITTED:35 FT. / PAGE:2466-0016 PROPOSED: 18 FT. .'ti":'••: cV / 18. IMPERVIOUS COVERAGE: EXISTING:0 S.F.(0.00 ACRES) PROPOSED:40,934 S.F.(0.94 ACRES) PROPOSED RETAIL STORE / 19. BUILDING COVERAGE: EXISTING 0 S.F. 0.00 ACRES (PROTOTYPE C+-76'X 140') / ( ) GROSS AREA=10,640 S.F. PROPOSED: 10,640 S.F./98,446 S.F.= 10.8% SALES AREA=8,526 S.F. / BUILDING HEIGHT=18- 20. SOURCE OF WATER: CITY OF DUNN MECHANICAL PACKAGED 21. SOURCE OF SEWER: CITY OF DUNN UNITS LOCATED ON ROOF F.F.E._#181.00' 22. SOURCE OF ELECTRIC: DUKE ENERGY 23. POSTED SPEED LIMIT: 55 M.P.H.-US HIGHWAY 301 PROJECT TITLE 55 M.P.H.-LONG BRANCH ROAD GENERAL NOTES: I t / RETAIL STORE 1. TOPOGRAPHIC SURVEY DATA SHOWN HEREON WAS PREPARED BY ON THE LEVEL LAND SURVEYING, PLLC, IN BENSON, NC.ON 05 25 2023. BOUNDARY WAS TAKEN FROM BK 1662, PG 0482 ;'.� •, _ '...';.• DUNN 2. THE EXISTING UTILITIES SHOWN WERE TAKEN FROM THE BEST AVAILABLE RECORDS.THE CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 (1-800-632-4949)TO VERIFY THEIR EXACT LOCATION PRIOR TO THE Y START OF ANY CONSTRUCTION.ANY DAMAGE INCURRED TO ANY UTILITIES SHALL BE REPAIRED IMMEDIATELY LANDS N/F U AT THE CONTRACTORS EXPENSE. IF THE CONTRACTOR RELIES ON THE UTILITY LOCATIONS SHOWN HEREON, SAUL ROBINSON JR m HE DOES SO AT HIS OWN RISK AND WILL NOT BE ENTITLED TO ADDITIONAL COMPENSATION DUE TO TIME T.P.:021515 0258 W co DELAYS FROM SAID RELIANCE. PLAT ID:224494 W 3. THIS AREA OF DEVELOPMENT IS NOT IMPACTED BY THE 100 YEAR FLOOD PLAN AS SHOWN ON FIRM DEED BOOK&PAGE:743-0936 a N;Q 3720150400K. o 4. BECKER MORGAN GROUP CERTIFIES THAT THERE ARE NO FRESH WATER WETLANDS LOCATED WITHIN THE r 4 IMPROVED AREA. 5. ALL ROADS, PARKING AND OTHER PAVED AREAS WILL BE PRIVATELY OWNED AND MAINTAINED AND ARE NOT eA INTENDED FOR DEDICATION. / 2 6. REGULATIONS PROHIBIT THE BURIAL OF CONSTRUCTION DEMOLITION DEBRIS, INCLUDING TREES AND STUMPS `(� U.S. HIGHWAY 301 ON CONSTRUCTION SITES.ANY SOLID WASTE FOUND DURING EXCAVATION MUST BE REMOVED AND O PROPERLY DISCARDED. 0 m DUNN 7. ALL HANDICAPPED PARKING DEMARCATION,STALLS,AND BUILDING ACCESSIBLE ROUTES SHALL COMPLY WITH THE "AMERICAN WITH DISABILITIES ACT". tS = 4 HARNETT COUNTY, NC 8. THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENT FOR CONSTRUCTION SAFETY.ALL C� _ CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 C., � 2 SHEET TITLE AND ALL RULES AND REGULATIONS THERETO APPURTENANT. �co �_� - - - - - - - - - - - - - - - - - Q3 9. BEFORE THE CONTRACTOR CAN BEGIN CONSTRUCTION PROPER PERMITS AND/OR �/ m COVER SHEET APPROVALS FROM CITY OF DUNN AND APPROPRIATE STATE AGENCIES SHALL BE OBTAINED. / 2 LANDS N/F 10. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE ACCORDING TO THE CITY OF DUNN, IS MARVIN E. SANDRA KAY JOHNSON NCDEQ AND NCDOT. 1 4' T.P.:02151500 1906 11. ROOFTOP MECHANICAL EQUIPMENT TO BE SCREENED FROM VIEW BY PARAPET WALL.SEE ARCHITECHTURAL EX. PROPERTY LINE , , ,Q PLAT ID:224274 PLANS FOR DETAILS. I DEED BOOK&PAGE:4075-0164 WET SWIM ENGINEERS CERTIFICATION / ANAGME TARE ``,1111I I11///�� I MANA9686S AREA I 9686 SF I,J.MICHAEL RIEMANN, HEREBY CERTIFY THAT I AM El �I``��T ` R IN THE STATE OF NORTH CAROLINA AND THAT HE IN T SHOWN H FJ 4 BE A�ED UNDER MY SUPERVISION AND TO MY BEST KNOW ND B EF R RESENTS GQQ ENGINEE POSCTICES AS REQUIRED BY THE APPLIC LAWS HE STAT F NOR CAROLINA. SEAL _ 09/23/2024 t / J. ICHAE RIEMANN '; U8 •'•�� DATE 20'FRONT SETBACK 0 15 30 60 qEL R\E '�III11111111 10' 10' EX.RIGHT-OF-WAY SCALE: 1 30' 70' � - 7 ISSUE BLOCK > 500' � - - _. 4 T... _7, ._...-. - -... 77. _ AVAILABLE SIGHT DISTANCE AVAILABLE SIGHT DISTANCE ♦� 260'TO NCSR#1002 O�� . U.S. HIGHWAY 301 0 _ VARYING WIDTH PUBLIC RIGHT-OF-WAY ♦ '` g AGENCY SUBMISSION 3. 9/23/24 EX.RIGHT-OF-WAY _�((•� / 2. 5/20/24 AGENCY SUBMISSION Q �v *4 1 4/22/24 AGENCY SUBMISSION �0Qi MARK DATE DESCRIPTION LAYER STATE: 0-001 Q�Z PROJECT NO.: 2023218.00 LANDS N/F E C EDGERTON JR LLC 5�� DATE: 04/12/2024 T.P.:021505 0123 PLAT ID:223192 -4- 0 SCALE: 1�� = 30' DEED BOOK&PAGE: 1662-0482 IT DRAWN BY: THMS PROJ. MGR.: MDS 4 SHEET C-001 COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SITE-C3D21-NC.dwg,Sep 23,2024-4:03pm DEMOLITION CONSTRUCTION NOTES R-1 PROPOSED TREE CLEARING LIMITS.SEE PROPOSED TREE LINE ON SHEET C-201. 1 ; LANDS N/F R-2 RELOCATE OR REMOVE EXISTING SIGNAGE 1 �8 BARN BECKER E C EDGERTON JR LLC R-3 REMOVE EXISTING STRIPING AT LOCATIONS SHOWN USING NCDOT APPROVED METHOD. ` %� --------' r T.P.:0215150018 ' MORGAN I ' `, S R-4 LIMITS OF FULL DEPTH PAVEMENT DEMOLITION/REMOVAL. 1 � , PLAT ID:224268 ` 10' DEED 5-0164 R-5 LIMITS OF PAVEMENT MILLING&OVERLAY.SEE NCDOT 2'WIDE MILL STRIP DETAIL FOR REMOVAL. \1 i `, . ; 0 0, - D -D BOOK&PAGE: ------------- ------ 1 , , 0"� �r--------- ---- _ - 179 - 19 3 - / , o ---- - ----- ------ / '9` ; r--------------------- -- 178----- �,� I'\ P ------ PAVEMENT DEMO LEGEND / tTL1; LIT 3 / %% \ 'BARN FULL-DEPTH PAVEMENT DEMO �' ARCHITECTURE %( ILL! ENGINEERING >>8. 7 O / 1.5"MILLING DEMO \ __, _ >>___ __ I / / Delaware _ --- \\ __________ - EXISTING DWELLING � , 1 309 South Governors Avenue \ __ over,DE 1990 I� / ---------178 _ D302.734.7950 4 10 S��FS i,T I;� ^ `,`` The Tower at STAR Campus 1 ^ 100 Discovery Boulevard, Suite 102 Newark,DE 19713 h � � 302.369.3700 % 2 � ',' 63 94' �°' �' -------- - Maryland \\ '; `, ,' �542 ) / 312 West Main Street Suite 300 , 1 _ \\ 1 leg �0•p�„ ;- Salisbury,MD 21801 \ a \ 3 /" x;; / 4 _ 7, �'V r, 410.546.9100 1 \ %, ;-'' ` North Carolina , 1 \ ;� , ' , ^ ,� i 3333 Jaeckle Drive, Suite 120 ��,\ i ; Wilmington,910341I76008403 I _ 1 �� / / W ;,�i''/; www.beckermor-an.com %, zu o ^ \ ♦ , , ^b EXISTING DRIVEWAY .KSS/Q7,9 ,j O EXISTING WOODS1, , , , c9 / , , , - - \ / 049463 \` _ , 1` / Y , / 1 I ( X ^^ , i ; Uj a \ LANDS N/F E C EDGERTON JR LLC _I GRASS AREA ; T.P.:021505 0123 03 \`%% `, 1 PLAT ID:223194 , `I ♦♦ EXISTING TREELINE DEED BOOK&PAGE: 1662-0482It`,� , � ,` --179 -- i O I , \ _ \I / ,^R' VEGETATION TO BE UNDISTURBED VEGETATION TO BE UNDISTURBED -- `♦ `♦ LANDS N/F ` BTW DEVELOPMENT COMPANY INC. It T.P.:021515 0019 PLAT ID:282291 / , ( f lI DEED BOOK& PAGE:2466-0016 1 I `, / � i i \ `, 1j8. i % i % 1 / 1 I `, i i , 1 ^ / / ♦ I 179_ PROJECT TITLE ' RETAIL STORE 1 , ------ ----- _ __ DUNN 15"R.C.P. ,, `. \ ---- --------- ",, INV:175.42' r/ ^ / ii `I i'' \ `, 91 % LANDS N/F Q, ��, ma ( / SAUL ROBINSON JR / EXISTING WOODS o O] 15"R.C.P. , � INV:175.29' ' EXISTING EDGE / T.P.:D21515 0258 u/ I r , � - `\\ PLAT ID:224494 �� OF PAVEMENT I� �' ��/ , /I/ `: / `` \\ _-- - \ DEED BOOK&PAGE:743-0936 N 0 , % / `♦ EXISTING WOODS �'^ / 9` / 4 EXISTING EDGE OF PAVEMENT \\\ 1 U.S. HIGHWAY 301 DUNN , \`'80 ` o % / HARNETT COUNTY, NC \ 2 / O m `` \ � � , o '; \\\ SHEET TITLE > m 4 \I ; I EXISTING 179 , , CP CONDITIONS / - y 2 i l LANDS N/F _-____ DEMOLITION PLAN % /;' /% O 6 ° MARVIN E. SANDRA KAY JOHNSON J At / T.P.:02151500 1906 PLAT ID:224274 : EX. PROPERTY LINE /� DEED BOOK&PAGE:4075-0164% ; \ 1 \\ \ \`, \ 1 LU ' ' 1 - �� (D 0 15 30 60 / 1 0 / -_ y R-2 R-2 O d ; . -- -__182\ i 1 !0 0 19.' R-2 20'FRONT SETBACK R-2 .: h '" r EX.SPAN WIRE � / r_ O TRAFFIC SIGNAL / _ / SCALE. 1" - 30' — -- --- 179=� ----- ----FO-----FO---- �- / _ / `/ 19L �/ —_FO— —FO-r-� FO— -----FO— —Fe —FO---- ----- -CFO— O - 'm �8 >> a EX.RIGHT-OF-WAY 1�8 -- -- - 17 \`, ISSUE BLOCK `,` -�, ; ♦` O `9 EX.12"WATER- EX SIGNAL L 9 d ' \_-- -- 1 ♦ EX.12"WATER ----- - T 328.63 -- - - - - --- - - --- �_� -- ♦____ 181.____ O 18p ____________.179 R 2 _____179--_________ __ - OF PAVEMENT 2 E _ ��178 , IL _� ExIsrINGEDGE y/ N 0°07' 14" --- ------ 180 -------------------------- -------------------------- -- -- 180-------------- --- --- / 141 3 --------------- -'' ------ ---- --- R-3 R 3 / /80 --- n)o 3e --- / --- 179" - - --------------------- 181 R-5 / R-3 ---�,, -------- ----- --- --------------- �i / 1. - -- 180 ,1 O �— ±12.2' 3Q EX.SIGNAL LOOP — ___ ------'182------- - - - - - - - -LL - - - --- ----- - 0 - 180 ----- --------- --- ---- ___ ------'-- AGENCY SUBMISSION - R-3 ____- -- ___ --------------- ---- 179 - ___ U S HIGHWAY 30'I EX.SPAN WIRE __ U.S.VARYING WIDTH PUBLIC RIGHT-OF-WAY �/ 3 9232 __- / / TRAFFIC SIGNAL --_-_-----"' AGENCY SUBMISSION 1g1 ui� _ 179 f AGENCY SUBMISSION O� - 1 /22/2 ___----------- - EX.SPAN WIRE � -- 1 181- - TRAFFIC SIGNAL O ♦ --179 -- ___--�� --- _ - 178 4 4 - --IBEX.SEWER �1 .' '� HT-OF-WAY � EX.SEWER EX.RIG �'- - Z � ' ___-- - MARK DATE DESCRIPTION \-----------------------^I ±2.8 _ O EX.SANITARY SEWER V R - 7i EX.SEWE _ \` r---- 180 ----- -- CITY-MAINTAINED Q --179 % r_________-_______________ __� EX.SEWER ____179 --— - - - 1so _ _ p p Jmr - >> - PROJECT NO.: 2023218.00 t____________� __________EX.FORCEMAIN ___� ____� ___ ------EX.SAN.MH. _______ -EX.FORCEMAIN -_______ _— __ ___ __ __ EX.FORCEMAIN ______ __ ______________-8__ _____ \ -RIM EL:180.59' --- __ EXISTING EDGE __ _ ------------- -� ` INV.our iia os' e______------ -OF PAVEMENT ............ `r- ``♦ 1`b r - -----_____J /� / Q t� EX.SIGNAL OOP EX.SAN.MH. `� `` DATE: 09/18/2024 ` -- __,, `�r. EX.SAN.MH. // ^� .88' -----'-''----------1 RIM EL.:178 CD `\ INV.OUT:172. 01111111 1 • LANDS N/F ___-___, �Q Nv.ouT:nzss' --- ; SCALE: = 30 ��S �� E C EDGERTON JR LLC 3 '` '�a RIM EL.:179.59' DRAWN BY: THMS PROJ. MGR.: MDS T.P.:021505 0123 X NV.I"''73.3T O O EX.SPAN WIRE SHEET ' W `>` INV. IN 173.30' / PLAT ID:223192 � TRAFFIC SIGNAL --♦%` / DEED BOOK&PAGE: 1662-0482 �� '`\ / 180 OE , / C-101 COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SITE-C3D21-NC.dwg,Sep 23,2024-4:03pm STRIPING & SIGNAGE CONSTRUCTION NOTES / T-1 PROPOSED PAINTED STRIPING-4"SOLID WHITE LINE TWO COAT SHERWIN WILLIAMS-PRO MAR TRAFFIC MARKING PAINT WHITE O.OTM5712. (TYP. PARKING SPACE STRIPING) BECKER T-2 PROPOSED PAINTED HANDICAPPED SYMBOL-BLUE TWO COAT SHERWIN WILLIAMS-PRO MAR TRAFFIC MARKING PAINT "H.C."BLUE.SEE DETAIL SHEET C-901.(2 REQUIRED) / MORGAN T-3 PROPOSED PAINTED STRIPING-4"WIDE SOLID BLUE LINE FOR HANDICAP DEMARCATION USING TWO COATS OF SHERWIN / / WILLIAMS-PRO MAR TRAFFIC MARKING PAINT"H.C."BLUE. VEGETATION TO BE UNDISTURBED VEGETATION TO BE UNDISTURBED T-4 PROPOSED PAINTED STRIPING-4"WIDE YELLOW 45'HASH AREA USING TWO COATS OF SHERWIN WILLIAMS-PRO MAR G R TRAFFIC MARKING PAINT YELLOW TM5495 T-5 PROPOSED PAINTED HANDICAP BLUE STRIPED HASH AREA(45'HATCHED AREA)USING TWO COATS OF SHERWIN WILLIAMS- PRO MAR TRAFFIC MARKING PAINT"H.C."BLUE. T-6 PROPOSED HANDICAP SIGNAGE WITH PROTECTIVE BOLLARD IN ACCORDANCE WITH DOLLAR GENERAL STANDARD CRITERIA. T-7 PROPOSED THERMO WHITE ARROW 37.5' ARCHITECTURE C H I T E C T U R E/ T-8 PROPOSED THERMO STOP BAR-16"WIDE G-6 20' G-14 G-3 / LANDS N/F ENGINEERING T-9 PROPOSED "STOP"SIGN.SEE STOP SIGN AND BREAKAWAY POST DETAIL,SHEET C-901 G-13 BTW DEVELOPMENT Delaware T-10 PROPOSED STRIPING-6"WIDE DASHED LINE(2'SEGMENTS,6'GAPS)IN ACCORDANCE WITH THE LATEST NC MUTCD. / COMPANY INC. T-11 PROPOSED STRIPING-6"WIDE SOLID DOUBLE YELLOW LINE WITH 6"SPACING BETWEEN LINES IN ACCORDANCE WITH THE T.P.:021515 0019 309 South Governors Avenue LATEST NC MUTCD. / PLAT ID:282291 Dover,DE 19904 DEED BOOK& 302.734.7950 T-12 PROPOSED STRIPING-6"WIDE SOLID WHITE LINE IN ACCORDANCE WITH THE LATEST NC MUTCD. / PAGE:2466-0016 N The Tower at STAR Campus G-7 / 100 Discovery Boulevard, Suite 102 GENERAL CONSTRUCTION NOTES / Newark,DE 19713 G-1 INSTALL 6"CURB TURNDOWN.CURB TO BE INSTALLED PER SHEET C-901 DETAIL. 302.369.3700 G-2 INSTALL PARKING BUMPER,TYPICAL(#TOTAL)SEE DETAIL SHEET C-901. 504' •'' ' ; / / Maryland G-3 INSTALL 4"THICK,CONCRETE SIDEWALK AT WIDTHS SHOWN ON THIS PLAN,SEE DETAIL SHEET C-901. 2� / 312 West Main Street, Suite 300 G-4 INSTALL"LIGHT DUTY"PAVEMENT IN AREAS SHOWN.SEE DETAIL SHEET C-901. PROPOSED RETAIL STORE o / Salisbury,MD 21801 G-5 INSTALL"MEDIUM DUTY"PAVEMENT IN LOCATIONS SHOWN.SEE DETAIL SHEET C-901 4 (PROTOTYPE C+ - 76' X 140') W 410.546.9100 G-6 INSTALL PROPOSED FENCE AT LOCATION SHOWN. IN ACCORDANCE WITH DOLLAR GENERAL STANDARD CRITERIA T- G_$ GROSS AREA = 10,640 S.F. North Carolina G-7 CONSTRUCT CONCRETE PADS IN THE AREAS OF THE DUMPSTER AND LOADING PAD AS SHOWN,SEE DETAIL SHEET C-901 SALES AREA = 8,526 S.F. / G-8 TRANSITION TURNDOWN CURB INTO THE PROPOSED GRADE IN LOCATION SHOWN. BUILDING HEIGHT = 18' 3333 Jaeckle Drive, Suite 120 G-9 CONSTRUCT ADA ACCESS RAMP. IN ACCORDANCE WITH DOLLAR GENERAL STANDARD CRITERIA. G-5 MECHANICAL PACKAGED 910.341.7600 / Wilmington,NC 28403 G-10 INSTALL DEPRESSED CURB FOR ADA ACCESS RAMP. UNITS LOCATED ON ROOF Y G-11 EDGE OF PARKING AND DRIVEWAY PAVING. G-1 F.F.E. _ ±181.00' WWW.beckermor-anxom G-12 PROPOSED SITE LIGHTING(SEE M.E.P. PLANS ASSOCIATED WITH THIS PROJECT FOR DETAILED LIGHTING LAYOUT+DETAILS). G-13 CONSTRUCT DUMPSTER ENCLOSURE PER DETAIL ON SHEET C-901. 48.8' 26' 20' G-14 INSTALL 6"CONCRETE FILLED BOLLARD(YELLOW IN COLOR)AT LOCATION SHOWN, SEE DETAIL SHEET C-901. G-15 INSTALL PROPOSED FENCE AT LOCATION SHOWN. FENCE SHOULD BE 4 FOOT TALL, BLACK OR GREEN VINYL COATED © 5; b ��.•�FESS/p�•!ji9 CHAIN-LINK FENCE,WITH GATES FOR ACCESS :Q� ��••. G-16 PROPOSED RELOCATED EXISTING SIGNAGE. FINAL LOCATION TO BE CONFIRMED WITH NCDOT. T_1 = _ G-17 PROPOSED PAVEMENT OVERLAY.SEE SHEET C-901 "MEDIUM DUTY"PAVEMENT SECTION FOR DETAILS. O1 G-3 G-20 / = 049463 = G-18 PROPOSED FULL DEPTH PAVEMENT PATCH. PAVEMENT THICKNESS AND MATERIAL TO BE COORDINATED WITH NCDOT. R=25' G-10 G-10 •'• G-19 CONTRACTOR TO RESET GUY WIRE CONNECTION AT PROPOSED GRADE.CONTRACTOR TO COORDINATE WITH G-3 �., 04 :: 1-6 T-6 ; r G"33 �C FNGINE� ••��.`� APPROPRIATE UTILITY PRIOR TO CONSTRUCTION. '�,,_Y 89.1. �E� ROE G-20 INSTALL BIKE RACK AT LOCATION SHOWN.SEE DETAIL C-901 T-7 GENERAL NOTES: a G-9 G-14 9 0.9, 1. CONTRACTOR TO PROVIDE APPROPRIATE MAINTENANCE OF TRAFFIC CONTROLS IN ACCORDANCE WITH - O O {122 +2 5, NCDOT STANDARDS DURING STRIPING OPERATIONS. R-5' U R-20� R=3. m G-1 G-4 Q CO T 1 T 3 T-2 T_5 T 3 G_4 T-1 A�� T-2 • � O i 0 G-1 � O G-5 T-7 ♦♦ //xAA v Q//y�� ~ G_4 T_1 G_4 T_1 O '�/Z G-11 G-5 R=3' R=3' m R=S� 9' R=3' W O 9' 2 10'WIDE PUBLIC ACCESS O AND MAINTENANCE EASEMENT G-2 0 EASEMENT AREA 16,164 SF LANDS N/F MARVIN E. SANDRA KAY JOHNSON � R=75' �� G-15 �—— � � PROJECT TITLE o G-11 L6 / T.P.:02151500 1906 / G-11 G-12 N / /w V PLAT ID:224274 now` / = 2 DEED BOOK&PAGE:4075-0164 RETAIL STORE ° 4 DUNN ♦ I � Q ' WET POND SWM 36' MANAGMENT AREA G-19 I9686 SF 1 12' 12' 12' , ♦ I T-12 T-12 ow woo 7 `% ` ��9 / LANDS N/F EX. PROPERTY LINE T_ T-7 T-7 U.S. HIGHWAY 301 SAUL ROBINSON JR d DUNN PLAT ID:5224494 T-9 \�� G-16 / DEED BOOK&PAGE:743-0936 �---------------------------- --_� HARNETT COUNTY, NC 20'FRONT SETBACK G-16 SHEET TITLE T-8 ±142.5' G_16 �: �4 SITE PLAN R=30' ±67.5' 75' R=30' 2. EX. RIGHT-OF-WAY T-12 G-16 a � +3.1' T-7 PROPOSED TURN LANE T-12 LL T-12 T-10 11 T-10 PR.END RESTRIPING T 12 - -. . - - -. . - -. . -. - . -. . - .: -. . - - .- T-10 T 12 / CONTRACTOR TO TIE 12' T-11 G-17 12' INTO EXISTING STRIPING T-11 APPROX.STA.4+26.49 EX. LEFT TURN LANE _ ±10.5' _ - - - - ±12.2' — — — �3Q — — - — — D 10 20 40 T-11 - - - 0 ±103.3' 50, +121' U.S. HIGHWAY 301 O� SCALE: 1" — 20' — — — — — — — — — — — — — — — — — — — — — — — VARYING WIDTH PUBLIC RIGHT-OF-WAY _♦ /wA ISSUE BLOCK G-18 EX. RIGHT-OF-WAY `!• / ±2.8' o``V p OAff �j�v LANDS N/F Q E C EDGERTON JR LLC Q �� 3. 9/23/24 AGENCY SUBMISSION TPLATID:0223192 � PAVEMENT SECTIONS LEGEND 2. 5/20/24 AGENCY SUBMISSION DEED BOOK&PAGE: 1662-0482 3 1. 4/22/24 AGENCY SUBMISSION O PROPOSED FULL DEPTH"MEDIUM DUTY PAVMENT MARK DATE DESCRIPTION (SEE SHEET C-901 FOR PAVEMENT SECTION) LAYER STATE: 0 PROJECC T NO.: 2023218.00 �{ Q PROPOSED FULL DEPTH"LIGHT DUTY PAVMENT DATE: 09/18/2024 �T 4qF (SEE SHEET C-901 FOR PAVEMENT SECTION) / SCALE: 1" = 20' PROPOSED PAVEMENT MILL&OVERLAY DRAWN BY: THMS I PROJ. MGR.: MDS (SEE SHEET C-901 FOR PAVEMENT SECTION &NCDOT 2'WIDE MILL STRIP DETAIL) SHEET PAVEMENT PATCH(MATE C_201 (MATERIAL&THICKNESS PER NCDOT) COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SITE-C3D21-NC.dwg,Sep 23,2024-4:04pm i CATCH BASIN SCHEDULE CB NO. INLET BOX COVER SLAB TOP UNIT FRAME/GRATE GRATE EL. INV. IN INV. OUT _____ 179 -----�' � io BECKER DROP INLET TYPE E 179.00' 176.42'(SD-2A) 176.42'(SD-1A)CB-1A24"X44" 1 I t MORGAN CB-2A 26"X 36" CURB INLET TYPE E 179.28' 176.94'(51) 176.94'(SD-2A) ; VEGETATION TO BE UNDISTURBED VEGETATION TO BE UNDISTURBED i P i I PR.SD.CO.:5 INV. : 179.11' / PR.SD.CO.:4 PR.SD.CO.:3 PR.SD.CO.: 2 ' STORM DRAIN PIPE SCHEDULE ;--- ----- INV. 178.81' INV. 178.34' INV. 178.01' PR.SD.CO.: 1 INV. : 177.98' ARCHITECTURE PIPE NO. SIZE PIPE TYPE PIPE CLASS LENGTH SLOPE INV. IN INV. OUT ' 178 D_5 ' 179 180 �' l ;�I ,'�%,' � SDAA 14"X 23" ERCP CLASS III 64' 0.26% 176.42' 176.25' �' .��,' D-4 D-5 D-4 D-6 D-5 D-4 D-s D-4 D-s D-5 D-4 D-6 ;� / / �' LANDS IN/F ENGINEERING 8"H.D.P.E ► - 8"H.D.P.E 0- -----o ' r--r- ----UT-----UT-----UT---- U -5 ; ;';' BTW DEVELOPMENT Delaware SD-2A 15" RCP CLASS III 192' 0.27/° 176.94' 176.42' __ __ _ ___ INC. uE uE uE uE � / ' COMPANY INC T.P.:021515 0019 309 South Governors Avenue PLAT ID:282291 Dover,DE 19904 c DEED BOOK& • . % � % 302.734.7950 STORM DRAIN PIPE SCHEDULE i �; / / ; PAGE:2466-0016 The Tower at STAR Campus PIPE NO. SIZE PIPE TYPE PIPE CLASS LENGTH SLOPE INV. IN INV. OUT it 100 Discovery Boulevard, Suite 102 ` � � ' I 3 � Newark,DE 19713 SDAB 18" RCP CLASS III 51' 0.41% 176.25' 176.04' ;l . . " `'. mI; / 302.369.3700 ------ - 1 J� -- -- I I Maryland < a� / % I 312 West Main Street Suite 300 STORM DRAIN PIPE SCHEDULE - _ PROPOSED RETAIL STORE �� o l //' V'I %I Salisbury,MD 21801 (PROTOTYPE C+ - 76 X 140') I I I i 1j8 410.546.9100 PIPE NO. SIZE PIPE TYPE PIPE CLASS LENGTH SLOPE INV. IN INV. OUT GROSS AREA = 10,640 S.F. a / �' % D 6 / North Carolina ' SALES AREA = 8 526 S.F. SD-1C 12" RCP CLASS III 86' 0.78% 178.67' 178.00' � BUILDING HEIGHT = 18' I I � 3333 Jaeckle Drive, Suite 120 - MECHANICAL PACKAGED ;c , Wilmington,NC 28403 SANITARY SEWER CONSTRUCTION NOTES �17 ' . UNITS LOCATED ON ROOF I �79 _ 910.341.7600 9 ' ` S-1 INSTALL TWO CLEANOUT AT INVERT AND ELEVATIONS SHOWN HEREON. INSTALL PER DOLLAR GENERAL STANDARD F.F.E. _ ±181.00' m� �� WWW.beCkermOrgan.COm CRITERIA. - S-2 INSTALL A 6"SANITARY SEWER GRAVITY LATERAL(1.0%(MINIMUM SLOPE)CONNECT TO PROPOSED SANITARY SEWER `�,,�� MANHOLE. o I I ! 4p ��,��(N CARp��.,. S-3 CONTRACTOR TO MAINTAIN REQUIRED VERTICAL SEPARATION BETWEEN RESPECTIVE UTILITIES AND SANITARY SEWER MAIN FESS/p PER STATE AND LOCAL REQUIREMENTS. I I /; �: O �9•, 9 S-4 CONTRACTOR TO JACK-AND-BORE 12"STEEL CASING UNDERNEATH U.S.301 FOR INSTALLATION OF PROPOSED 6"SANITARY I I /' �' i Q •'• SEWER LATERAL CONNECTION TO EXISTING MANHOLE WITHIN U.S.301 ROADWAY. PRIOR TO CONSTRUCTION,CONTRACTOR TO COORDINATE WITH NCDOT FOR APPROPRIATE CONSTRUCTION AND MAINTENANCE OF TRAFFIC PROCEDURES. 15" R.C.P. � ,' / 049463 \ m S-5 CONTRACTOR TO CORE DRILL PROPOSED SANITARY SEWER MAIN INTO EXISTING SEWER MANHOLE.VERIFY INVERTS IN THE ----___ S-s I INV: 175.42' FIELD TO ENSURE PROPER CONNECTION ELEVATION AND FLOW CHANNEL. S-2 I o S-6 INSTALL SANITARY SEWER CLEANOUTS AT LOCATIONS AND ELEVATIONS SHOWN HEREON, TYP. CLEANOUTS INSTALLED ^^ B_" IN PAVEMENT ARE TO HAVE TRAFFIC RATED STRUCTURES. ;' S-7 '_ i•.; I �% / �, �'�� S-7 CONTRACTOR TO INSTALL 90'SWEEP FITTING IN LOCATIONS SHOWN PER CITY OF DUNN PUBLIC WORKS STANDARDS. S-8 PROPOSED 15'X IS SEWER LINE BORING LAUNCH PIT.CONTRACTOR TO COORDINATE WITH CITY OF DUNN PUBLIC WORKS AND NCDOT PRIOR TO BEGINNING UTILITY CONSTRUCTION. PIT TO BE LOCATED AT EDGE OF EXISTING ROADWAY AND SEWER CONNECTION WORK WITHIN ROW TO BE COMPLETED PRIOR TO ENTRANCE CONSTRUCTION. o S-9 PROPOSED 9'X 10'SEWER LINE BORING RECEIVING PIT.CONTRACTOR TO COORDINATE WITH CITY OF DUNN PUBLIC WORKS AND NCDOT PRIOR TO BEGINNING UTILITY CONSTRUCTION. PIT TO BE LOCATED WITHIN RIGHT TURN LANE AND CONTRACTOR Y ! .� / ^ / 15" R.C.P. TO COORDINATE WITH NCDOT FOR PROPER MAINTENANCE OF TRAFFIC PROCEDURES.SEWER CONNECTION WORK WITHIN U ^ S-2 m I '� INV: 175.29' ROW TO BE COMPLETED PRIOR TO ENTRANCE CONSTRUCTION. w DOMESTIC WATER SYSTEM CONSTRUCTION NOTES o PR.C.B.:CB-2A W-1 INSTALL TAPPING SLEEVE AND VALVE PER CITY OF DUNN STANDARDS. GRATE:179.28' W-2 INSTALL 1"PE DOMESTIC SERVICE WATER LINE AS SHOWN HEREON. COORDINATE WITH ARCHITECTURAL AND M.E.P. �°j PR.8"ROOF DRAIN INV. IN : 176.94' PLANS FOR THIS PROJECT FOR FINAL ALIGNMENT INTO THE BUILDING.(36"MINIMUM COVER) / D-1 D-2 [INV. : 176.94' I INV.OUT: 176.94' W-3 INSTALL 0.75"RPZ BACKFLOW PREVENTER IN"HOTBOX"PER CITY OF DUNN STANDARDS. W-4 INSTALL 1"PE IRRIGATION SERVICE IN LOCATION SHOWN. CONTRACTOR TO COORDINATE TAP AND METER SERVICES WITH �� / CITY OF DUNN STANDARDS. PROPOSED BUILDING SERVICE CONNECTION. m F.H. W-9 ♦♦l ♦A / W-5 INSTALL WATER VALVE PER CITY OF DUNN STANDARDS. PR.C.B.:CB-1A CONNECTION AND EQUIPMENT TO BE CONFIRMED I D_1 W-6 INSTALL WATER METER PER CITY OF DUNN STANDARDS. / ' GRATE:179.00 WITH DUKE POWER. W 8 r/ � W-7 DEPRESS WATER LINE TO PROVIDE APPROPRIATE SEPARATION BETWEEN WATER AND SANITARY SEWER PER CITY OF DUNN p� S-2 , INV. IN: 176.42' I �/ ♦, / STANDARDS. S-6 D-2 ' INV.OUT: 176.42' W 8 INSTALL 6"FIRE SERVICE WATERLINE AS SHOWN HEREON. / I I / 0 / W-9 INSTALL FIRE HYDRANT PER HARNETT COUNTY STANDARDS.CONTRACTOR TO COORDINATE WITH FIRE MARSHAL PRIOR Z ► /y r TO CONSTRUCTION W I I i �i ` �O 0� I 18.,RCP l` ' INV. 176.04' ------- STORM SEWER CONSTRUCTION NOTES o M m I �°' �� D s ' ? /ft / __,79 ------------------------------------------------ D-1 INSTALL CATCH BASIN AT INVERTS AND ELEVATIONS SHOWN HEREON. 7�9 11 p D-2 INSTALL STORM SEWER PIPE AT INVERTS AND ELEVATIONS SHOWN HEREON PER MANUFACTURERS SPECIFICATION. °p /y� / LANDS N/F D-3 CONSTRUCT WET POND PER DETAILS AND SEQUENCE SHOWN ON SHEET C-503. S-2 ' / 40 MARVIN E. SANDRA KAY JOHNSON-_________________ PROJECT TITLE D-4 INSTALL 6"ROOF DRAIN AT LOCATIONS SHOWN. FINAL ALIGNMENT OF ROOF DRAIN LATERAL TO BE COORDINATED WITH y 1gp I I ♦�� ♦♦AA / T.P.:02151500 1906 ARCHITECTURAL DRAWINGS FOR THIS PROJECT.CONTRACTOR TO MAINTAIN 1%SLOPE MIN.AND V COVER MIN. / ao _C I rnl V V PLAT ID:224274 SEE DOWNSPOUT BOOT DETAIL ON SHEET C-901 FOR CONFIGURATION. ' 179 I c D-7 / DEED BOOK&PAGE:4075-0164 RETAIL STORE D-5 INSTALL CLEANOUT ON ROOF LEADER TRUNK LINE AT INVERTS SHOWN ON THIS PLAN(TYP.) / D_g 178 D-6 INSTALL 8"ROOF LEADER TRUNK LINE AT MINIMUM 0.75%SLOPE. CONNECT ROOF LEADER LATERAL TO TRUNK LINE PER W 2 - D-7 DUNN DETAIL ON SHEET C-901.(TYP).CONTRACTOR TO MAINTAIN V OF COVER MINIMUM OVER ROOF LEADER. 176.25' 176 O ; o D-7 INSTALL FLARED END SECTION AT PIPE TERMINATION.SIZE TO MATCH PIPE. 175 0 D-8 INSTALL RIP-RAP OUTLET PROTECTION.SEE INDIVIDUAL R.O.P. DATA ON SHEET C-502,C-503,AND SEE DETAILS ON C-505 D-9 INSTALL GABION BASKET FOREBAY PER DETAIL ON PAGE C-503 173 172 PR.C.B.:OS-1B / -- _ _------- 171 GRATE:178.50' , / 170.50' ----� INV.OUT: 176.25'14"x23' ERCP �--------- WET POND SWM D-3 � � , 3 i INV.:176.25' MANAGMENT AREA GENERAL NOTES: � �---------. ----------------- 9686 SF 1. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES ON SITE PRIOR TO START OF CONSTRUCTION OR ORDERING OF MATERIAL AND SHALL REPORT CONFLICTS/ISSUES TO THE ^^o ENGINEER. ro / / 1 S-6 S-2 0 / O� f 1 EX. PROPERTY LINE ^� LANDS N/F 1 o S-8 c � / ,� � SAUL ROBINSON JR 1>1 U.S. HIGHWAY 301 ____ _ a ____ _ 1 T.P.: 021515 0258 1 w W_3 - _ __�/ / O i' DUNN ' ' 9 / HARNETT COUNTY NC i 182_ PLAT ID:224494 S-6 I o DEED BOOK&PAGE:743-0936 1 ', � � �PZ �PZ 179 - -1 m ti 179 �O i� ' �` �0�� j o �-4 20'FRONT SETBACK D-8 ---, SHEET TITLE W-6 12"RCP - / EX.SPAN WIRE / E� _ co C W-3 ♦- `_♦ O/ %� TRAFFIC SIGNAL z UTILITY PLAN IN RCP INV. 178.00' iF � '� o. 7j INV. 178.87• W.M. S-3 1-2 17 178 -�' 178 � / �, h _O, 4.• < 8 _-- -- - - -- -FO-- --FO-t - 9 -- - ---- -_�f---__FO-_----�-- F� -FO / �FO� -----_-FO- D-7 W 7 ------------ ► - - 178 - j Ao, _ �- - EX. RIGHT-OF-WAY} 178 7190 7,9 I �l -- W 5 W. S-3 D 7 D-8 178 �' 179_ - _ EX.SIGNAL LOOP ----- �~ EX.12"WATER- -__---- 178 ------ i ----- ------------- --------f ---- % 328.63' N 20'07' 14" E Q z _ �------- 181 I 180 W-1 -------- 9 -------------------------------------- ---------- -------------------------------------------------179 - ---- ---- --------------- ----- - ---- 180 LL __________ 180 -- ___ ----- /---------------I"jxz ---- ------- - --------------------- a CONTRACTOR TO VERIFY LOCATION AND DEPTH OF UNDERGROUND `------ _ /--------- 7,90 CID - ----------------- N FIBER OPTIC AND TO COORDINATE WITH ENGINEER FOR CONFLICTS O tub -------------------------------/_ 780 - ---- --- ------------___-- / ----- - ------ EX.SIGNAL LOOP 0 10 20 40 ---- ------ I / ------- ----------------- - - - - ---------- / 0 ----- - -- ---- - r ----'-- I - - - / - • --- - l - --------- ___--- -- 44 U.S. HIGHWAY 301 I �♦ /� / -'--- � p o EX.SPAN WIRE ---------------- SCALE: 1" - 20' - - - - - _ - _ _ -- S_9 VARYING WIDTH PUBLIC RIGHT-OF-WAY �° / TRAFFIC SIGNAL - ___---LL ----------------------- `2p, r ---- -- _ --- ---- 179 - EX SPAN WIRE _ --- ----- -- - ---- ------ -- �- _♦ /w ISSUE BLOCK ----- --� TRAFFIC SIGNAL _`VV _- 181= EX.SEWER .' _- .- '-__ EX. RIGHT-OF-WAY ,-' --- 179 --______---- 10 X.SEWI 180-------------- ------------------------------------•� - - --- EX SANITARY SEWER ` V SEWER CITY-MAINTAINED _� EX• ---` r------- 180 --- ----- _- - - S-5 -------- --/ -- - -- ---- - 17g - - --------------- �� ------ ---- r--------------------------------------- EX.SE ------ --- 179--- --- �� ------ -- - - - - 180 p WER - �i - - - �------------------EX.FORCEMAIN ----- -------- --- -------- EX.SAN.MH. - -------------EX.FORCEMAIN ---- --��------fir--- - -------- - - - - -EX.FORCEMAIN -- -- - -- - -- '�`` __------- - - RIM EL.: 180.59' . r-------- - --------------- - - --------_-- -------- --------___- / �O , INV.IN:174.18' - -�__- R - �O ---------- - `, \8ll INV.OUT:174.05' _--- ----� `, PR.INV.IN:174.25' EX.SIGNAL LOOP EX.SAN.MH. ,`` LANDS N/F "--- ------____�' RIM EL.: 178.88' AGENCY SUBMISSION E C EDGERTON JR ILL \_� / NV.IN:172.86' 3. 9/23/24 .�� W _ ------ NV.OUT:172.55' T.P.:021505 0123 __ -- PLAT ID:223192 0 a. Q / 2. 5/20/24 AGENCY SUBMISSION o, ?� EX.SAN.MH. DEED BOOK&PAGE: 1662-0482 > 7�8 RIM EL.: 179.50' 3 1. 4/22/24 AGENCY SUBMISSION NV.IN:173.30 �w EX.SPAN WIRE MARK DATE DESCRIPTION W INV.OUT:173.30' V/ / /� TRAFFIC SIGNAL LAYER STATE: 0-301 PROJECT NO.: 2023218.00 �0 Q� OE�� __- DATE: 09/18/2024 `\ SCALE: 1" = 20' DRAWN BY: THMS PROJ. MGR.: MDS \ / SHEET 1 / C-301 ° n COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SITE-C3D21-NC.dwg,Sep 23,2024-4:11 pm LU No Now EX. ROAD PR. ENTRANCE ----- 179 -- BECKER , MORGAN 'I lli ;VEGETATION TO BE UNDISTURBED x", VEGETATION TO BE UNDISTURBED ^^ I P I PR.SD.CO.:5 INV. : 179.11' PR.SD.CO.:4 PR.SD.CO.:3 PR.SD.CO.:2 EX. R.O.W. INV. . 178.81' INV. : 178.34' INV. : 178.01' NR%SD.CO.: 1 178 180 / ARCHITECTURE 182 182 ENGINEERING �•`` ' ff80.96' 8"H.D.P.E ► - 8"H.D.P.E 0- -UT- / T--� ----UT-----UT----UT-----U ---- II Delaware / . 1•. - --UE --UE ---UE ---UE / 1sos3'f 309 South Governors Avenue Dover,DE 19904 3 c 302.734.7950 o o--- PR. GR DE r 181 ------261 �0--- ------�� ------- ------' -- ------- 181 The Tower at STAR Campus I I 1.22% 100 Discovery Boulevard, Suite 102 2 o 2,/0 -_ Newark,DE 19713 180.35' 180.94' a.c. .: 302.369.3700 EX. GRA E . .. �� ; w Maryland a 312 West Man Street, Suit 300 180 --------------♦----------- --- -�- --- + - --- --- 180 %% PROPOSED RETAIL STORE l� < / ' ,' �, i' (`` e , e 2' MILL STRIP % ---- I o Salisbury,MD 21801 \ (PROTOTYPE C+ - 76' X 140') I I ; 8 410.546.9100 %PER NCDOT TYPICAL _ GROSS AREA = 10 640 S.F. a PAVING SECTION \ 180.93' T.C. I I I North Carolina --- ;% 180.43' s.c. SALES AREA = 8,526 S.F. I o BUILDING HEIGHT = 18 I 1 %/; 3333 Jaeckle Drive, Suite 120 MECHANICAL PACKAGED ;c I I / Wilmington,NC 28403 - r S LOC TED ON R m v / 910.341.7600 179 -------------- -------------- ---- ------ G-+- -------- 179 z ___-179 - --__UNIT A OOF HEAVY DUTY _180.92' T.C. _ ± I I m www.beckermor-an.com \ 180.00' 180.42' s.c. F.F.E. 181.00 ti / b PAVEMENT SECTION 1so.11' I t,j„ ,,,,' 178 178 I I / / ; = SEAL 0 0 0 0 0 4 c = 00% 2. 5 47 Cs ^ I C� _15" R.C.P. , � {� - �•• •• �: 180.91' T.C. I - o <o m 180.41' B.C. INV: 175.42' / i rn Off' / 21/ F/� ��•' �: 0 o 00 00 ti " i o :�C' •.GINS.••' �: / 179.68', '• '. •. ' • .• I �'�tigEL RIEMP`. 179.88' 180.53' r.c. 180.88' r.c. 180.86' T.C. 11 180.53' e.c. PROPOSED ENTRANCE PROFILE A - A ^�� / 180.38' B.C. 180.36' I SCALE: 1"= 10'HORIZONTAL �°' O O I I O� o SCALE: V=V VERTICAL U �.� ( ( I 175.57 w / IN R.C.P. T � � INV: 175.29' LANDS N/F mQ 179.37' SAUL ROBINSON JR E T.P.:021515 0258 179.93 180.33 179.88;� I I i 0 / \ \ PLAT ID:224494 W / I / N Co \ j 1 DEED BOOK&PAGE:743-0936,' aI a c O \ / 1 or o I PR.C.B.:CB-2A 0 / GRATE:179.28' 0 I i PR.8"ROOF DRAIN I I INV.IN:176.94' 1 179.42' INV. : 176.94' INV.OUT:176.94' l / \ 179.68' / ■ 11� 1� C F.H. ` 6^w \' rl �� m I v O O R.C.B.:CB ' GRATE:179.00' 180 Lll INV.IN : 176.42' ��\ ? I INV.OUT: 176.42' �� -----J O / \ Lu 179.41' 4 / 0� 179.99' I 18"RCP ' O 8 I INV.:176.04' ------------------------------- / J , / Z 179.64' j 10'WIDE PUBLIC ACCESS 1 I ^o� / 179 / O ■ AND Mt"""""ANCE EASEMENT 179.76' Q / / Q 7�9 H EASEMI 179.6T A 16,164 SF 180.53' `----- W �� \ -�:_ � /� � LANDS N/F ' ; // ' O PROJECT TITLE ,•' � � 180 MARVIN E. SANDRA KAY JOHNSON--- 4 �` T.P.:02151500 1906 , , � / � V PLAT ID:224274 ' 179 I I ��' / ' 2 DEED BOOK&PAGE:4075-0164 RETAIL STORE f / - 178 CO - DUNN OL 176.61' ` --- 173 PR C B OS 1B r� ----------- 172 : - `--�� , `� \ �, --- 171 --- ---- % GRATE:178.50' %� ; `, \ ; / 14"x23"FRCP WET POND SWM 170.50' /� INV.OUT: 176.25' \ 180.28' 180.40' INV.:176.25' L--------- MANAGMENT AREA ---� 9686 SF --------------- ' 1 0 Ci N / / / 1 1.00% \ / O� \ 1 EX.PROPERTY LINE �� • / / U.S. HIGHWAY 301 f 1 co ' I /' / _ ' l \� d DUNN ' I -J O / \ ` �' W 180.95' \� --- 139 � / / F �/ ,eE % _ PZ 18071. C6 � o \ HARNETT COUNTY, NC 1 1RPZ 180.82' 179 ,_ j o O ` 20'FRONT SETBACK T E- - -- SHEET TITLE / O EX.SPAN WIRE _ 12"RCP INV. 178.00' ♦-� ` ♦ O/ %� TRAFFIC SIGNAL z GRADING PLAN 12"RCP o 177.85' 177.70' /F ' �' �j jl INV.: 178.67' W.M. 11 17g 178 - / 178 h �FO�--_---FO- ---FO- - -F ----FO- ---FO= - - - -- - ----- -___---__ 0--- 17 --�-- FO- -FO 177.49',/ EX. RIGHT-OF-WAY} W' EX.SIGNAL LOOP EX.12"WATER- � -__---- 178 ------ i -------- ------------- % 328.63' __ �------- 181 ------- 180 _ ---- 1s0.48' ----------179 - -- - -------------------- --- - - -- ---- ----- 179 - 180--- -- ----------------- - 1 r 179.47' ------ 0 180.32 --- ---- ---- -------- ----------N� - ---- ----------------- -- 180.12' ----180.04'----- 179.9$ ---o� 179.91' GQ e LL --- 180 --- - ------� -----------------� - ------ o ------------------------ ------ -- - - - - - - - - - f+I - - / Q [u 180.65' - 179.86' O 180.60' - / 180.65' 180.67' 180.51, 180.43' 180.35' 180.01' / 179.96' 780`------ ^ / -- -------------------------------------------------------- -- O � <uk / ----- ------------- / O ! --------- 7g0 ` _ / - - ---- -------- I 1+00 -- SIGNAL LO 2+00 - - -� X ---------- ----- -__ � D 10 20 40 3+00 0 -- ---- ---- --- _----------- ------ / 0 --- 180 ----- --182 --------- I ___ I 0/ w LIB ----- - -- --------------- --- -- U.S. HIGHWAY 301 p o EX.SPAN WIRE SCALE: 1" = 20' ---- VARYING WIDTH / .PUBLIC RIGHT-OF-WAY � � TRAFFIC SIGNAL 20o rrww ---- 179------ ISSUE BLOCK - - ------------- I EX.SPAN WIRE _J��w� - V ------ ---- ----- MV ------- __�_ TRAFFIC SIGNAL ----179 --- ___-- - --- ----- -- _ 181- --- EX.SEWER EX. RIGHT-OF-WAY ___--- --- , - '�-_, 180 ----------------- r-------__ - JI / I I ' '� EX.SANITARY SEWER ' CITY-MAINTAINED O `% ---------180 ` EX.SEW -- 11g ----- `' �- -- -__ ---___- - - - r--------------------------------------- - ----- EX.SEWER V ---- ----- 179--- --- i7 ER - ---------- ------------------EX.FORCEMAIN ---- 180 ------- --�_--- EX.SAN.MH. - ------p------EX.FORCEMAIN --------- -��_------ --- - ---------- -- -- 1 - -- - - -EX.FORCEMAIN ---------- ---- ------------ % %� __-------- - - RIM EL.: 180.59' r----------------------- - --- -------------__-- O -' ---- -_-_- c `, -' INV.IN:174.18' - - - _ - - - __ 1S INV.OUT:174.05' ___-- ��_ -- -`--- R %`. PR.INV.IN:174.25' L '=-- ----- -- ---------------JJ ,�\ / ,` o LANDS N/F --_____ �O Q EX.SIGNAL LOOP ' EX.SAN.MH. RIM EL.: 178.88' 3. 9/23/24 AGENCY SUBMISSION E C EDGERTON JR LLC AGENCY SUBMISSION `,` T.P.:0215050123 �;LU- -------------- '� � NV.IN: .�- W / / Q / NV.OUT:172.55' 2. 5/20/24 PLAT ID:223192 o a' ----- Ex.SAN.MH. DEED BOOK&PAGE: 1662-0482 > �' /�8 RIM EL.: 179.50' 3 3 1. 4/22/24 AGENCY SUBMISSION NV.IN:173.30' Q (2 EX.SPAN WIRE MARK DATE DESCRIPTION W INV.OUT:173.30' V aTRAFFIC SIGNAL LAYER STATE: 0-401 _ PROJECT NO.: 2023218.00 �O �� of -_- DATE: 09/18/2024 7. 180--- �� // �`\ SCALE: 1" = 20' II DRAWN BY: THMS PROJ. MGR.: MDS \ / SHEET 1 / C-401 COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SITE-C3D21-NC.dwg,Sep 23,2024-4:12pm BECKER MORGAN ARCHITECTURE DOWNSPOUT ENGINEERING (IF DOWNSPOUT IS INTERNAL ADJUST FITTING ACCORDINGLY) `— Delaware CONNECT DOWNSPOUT TO —� I_J 309 South Governors Avenue i= Dover, DE 19904 302.734.7950 I_ The Tower at STAR Campus CONNECT DOWNSPOUT TO 100 Discovery Boulevard, Suite 102 DRAIN LINE USING APPROPRIATE Newark,DE 19713 PVC SDR 35 DOWNSPOUT 302.369.3700 ADAPTER.CUT HOLE IN TOP OF X-O"TYP. 27" ADAPTER FOR OVERFLOW RELIEF. FOR MULTIPLE Maryland 22 UNITS CLEAN OUT 77 312 West Main Street, Suite 300 GRADE Salisbury,MD 21801 410.546.9100 O 2-3/8"DIA. 11 GA WALL zt HILTI KWIK BOLT TZ2 North Carolina SCE STEEL TUBING M WEDGE ANCHOR 3333 7aeckle Drive, Suite 120 1E1 z"DIA.x 3"LONG Wilmington,NC 28403 _ 3 PER POST REQUIRED HDPE EXTRUDED FITTINGS =1 I III— III 910.341.7600 keg (WATER TIGHT) — I Cke mor ��i I -1 I I I I l i III •• .• . . .. '• • : •. www `e r gan com CAR��i ti•'E o -III . I III —•----------- 17 --% -- — ---------. tip.. 4" THICK CONCRETE = SEAL = I I LOP — ".•v e o O• (3000 PSI MIN.) it VI I I I r I— •°o ��. • O � III 4„G.A.B.C. % �...� �.•.� `, I �C NCINEE• HDPE ROOFDRAIN� 1E1 I I I VARIES-SEE SITE PLAN 8.0'MIN. P TRUNK LINE ! I I �''�ygEL'R�EM I'MIN COVER ON PIPE —ILi III II r=, , III III NOTE: NOTE: ! ! I III I III FURNISH AND INSTALL 2-BIKE DOUBLE-SIDED, HEAVY-DUTY, HITCHING POST BIKE RACK WITH COVER CAPS. HIGHLAND SEE SITE PLAN FOR PIPE SIZES. PRODUCTS GROUP, LLC(ITEM#: 136-2663,OR APPROVED EQUAL). INSTALL EMBEDDED MOUNT STYLE. PROVIDE POWDER COATING,COLOR TO BE SELECTED BY OWNER. SUBMIT SHOP DRAWINGS FOR APPROVAL. DOWNSPOUT BOOT DETAIL BIKE RACK DETAIL - SURFACE MOUNT INSTALLATION NO SCALE NO SCALE BMG NO.:SW-24S 8,_3Z„ 1 WIDTH VARIES - SEE SITE PLAN CLASS "B" CONCRETE CONTROL JOINT 4000 PSI CONC. 2,5" AT 30 DAYS 2.0%SLOPE (MAX.)i 8"x8"x 1/8"STL.GUSSET PLATE _xs: .`'�` :•-: INSIDE ONLY ALL CORNERS7.1 t: tiY-v 1"WELD 3"OC ALL AROUND io II.. N`` L•� dr• F_ GRADED AGGREGATE <" w O BASE COURSE(GABC) w U 6"NOM.I.D.GATE POST •`.n`'t•�.,';} ,'`';` a rn 6"CURB TURNDOWN 6,: Y l`f;' *` :r.' FILLED W/CONCRETE& SEE DETAIL, THIS SHEET---A ROUNDED TOP NOTES: 1. MARK IN 6'SQUARES, USE PREMOLDED EXPANSION CO PROJECT TITLE JOINTS AT INTERVALS NOT GREATER THAN 24' GRADED AGGREGATE ' BASE COURSE(GABC) RETAIL STORE 2. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED 2U.. GRADE AS PER SPECIFICATIONS. �� !� COMBINATION SIDEWALK AND CURB TURNDOWN \\\\\ \\\\\\\FRAM 1/8'WELDED J DUN N FRAME WELDE OINK NO SCALE BMG NO. :SW 031 \ \ \ \ \ \ \ \ \ \ \ \ \ HEAVY DUTY CASTERS EX. PA V£MEN T \ \ \ \ \ 2 CANE BOLTS, /\ TO BE UTILIZED ON ENDS �� / / /. �/. �/. �/. �/. �/ / / OF SWING GATES \\\\\ \�\\�\\\\\\\1"x6 CEDAROR SW/1/DWOOD \\\\\\\ 12"DIA.HOLE FILLED VERTICAL BOARDS W/1/4"MIN.GAP., MILL EX.ASPHALT / / / SCREW TO FRAME W/GALVANIZED / / / SQUARE POST SHALL NOT BE WIDE a1.5"DEEP // / W/CONCRETE // //� \\ \\ \OR STAINLESS STL.SCREWS \�\\ \\ \\ STOP LESS THAN 2"x 2"WITH A WALL /� .: //\//\//\//\//\//\//\//\//\j/\j/\j/\j/\//\//\//\//\ THICKNESS OF 0.1092" i.s's9.sC \ \ /\//\//\ /\/\/\/ OVERLAY \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 2'FROM BACK OF CURB a U) a —: _L U.S. HIGHWAY 301 DOLLAR GENERAL DUM PSTER SWING GATE IF NO CURB,3'FROM a p 2"SQUARE POST a 1"x 1/2"CAULK JOINT V CONT.PREMOLDED DUNN MIN.3.5"I-19.0C EDGE OF PAVEMENT O o O JOINT FILLER HARNETT COUNTY, NC NO SCALE a r` O o O Z ;.;�: 'l.Y;?- .:.�„' ! :>: ::T .¢i1._ •' MIN,5"B-25.00 Q i.' :�X•` SHEET TITLE O = m .' T 4" 4" 18'0" O O (n !,a O NOTE:THE FINAL PAVEMENT SECTION SHALL BE DETERMINED BY THE OWNERS N TR TI N . .. CO S UC O J Z O X E TECHNICAL EN INEER AND APPROVED BY N © T PRIOR TCONSTRUCTION. _ o Q G OG O G G 0 fl O o t .,:. . . .. .. . •.• • •. .•. .. . .. .. .. ,. :• , ..' ,' DETAILS 2 1/2"SQUARE o v , �, 2 WIDE MILL STRIP 0 TUBING 0 SIGN T BE INSTALLED o SG O S O o WIDENING I PAVE MENT SECTION ON BREAK AWAY POST o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ " a III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III 6'TREATED PINE ' "PIPE BOLLARDSIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII PRIVACY FENCE (TYP,) WTREATED PINE :' III=III=III=III=III=III=III=III=III=III- =III=III CONSTRUCTION JOINT DETAIL . . . ' 4 TOTAL . . PRIVACY FENCE . , : .: ':: . PAVEMENT 1III=III=III=III=III=III=III=III=III=� IIIII ,. : :: :.•:; III O •.• •.. • •'• •• . . NO SCALE BMG NO. .SW-6F . :•• '•. •.': :.. ,.•:..:. ••:•.. •• �• ''• ,.: :• .: ...... .:.:.• ': `. .. . . . . , , . ,III, . .IIIII„IIlli�lllll�,llll .III„ a 6" 2-NO.3BARS � 3„ � », TUBING O 2.5 3" HOLE(TYP) : . 1 O IIII� III III 21/4"SQUARE :. , ..: ' ; '..: '-�: '••••: •.. .... • • . . :. _ .• .. • _. . ... ;' FILL WITH CAULK .. . .. :..,. .•..:. ...:. •••• •' 4;'X4"TREATS . . :, ;. ...: . .••' WOOD POSTS D o 6„ ROADSIDE SIGN - BUSINESS OR RESIDENTIAL DISTRICT O NOTE : O N 1. DESIGN, FABRICATION AND INSTALLATION OF ALL PERMANENT SIGNING , ';::' ,..,•...:,:: :'.-:..^-4':;,:.:...r..: co ANCHORAGE PINS .• r.. t. ?:,, 2-18"DRAINAGE SLOTS • '. ,:...•.. .. •... ..•' .•_ , ,....t err 6 REINFORCED CONCRETE .. SHALL BE IN ACCORDANCE WITH LATEST NCDOT REGULATIONS. BREAKAWAY POST DETAIL ;.,-.,.--•._.<.,. ..,.;, :,-...., v,:,,, ,.;.• .' : y•. .. :: r:.„:., ^ '::.r: „;:: ,:;: t;;., `''` — NO.4 REBAR PRECAST N CONCRETE BUMPER BLOCKS CO C U OC S STOP SIGN AND BREAKAWAY POST DETAIL NO SCALE BMG NO. :SW-14 >. : :. c•. •••': :'•'• NO SCALE BMG NO. .TS 02R — — — — — — — — — — — — — — — — — 1 5 S9 5B ASPHALT 1 5 S9 5B ASPHALT ISSUE BLOCK ••1 s''�s�'•.:•.:. .�. •. III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I I I •. •. •••• �' • '.:• �•• ' '� '•'• - .• •, •• •' — — — — — — — — — — — — — — — — — 1 5 S9 5B ASPHALT 2 5 119 OC ASPHALT : j SEE SITE PLAN CONTROL JOINT DETAIL :. . : .. : . TREAT PRIVACY 6 GABC 8 GAB C :.. CHAMFER G.A.B.C. 2-1/2 CLEARANCE R@ 2 O C.E.W. BMG NO SW 6E TREATED PINE P • . •: . FENCE E (TYP.) :. ., NO SCALE 1"X 1" Q TOP OF CUR 4' 0'• 6"-STEEL POSTS X . X . DER -...�< ..: ,.., . X ..:•....,::,.j4 : . ";'' o� PROFILE OF SHOULDER .. N .. ...._.. :' . . ... . ... . ... . ... . ... . ... . .. .. . ... . ... . ... . ... . ... . ... . .. ... .' AT FACE OF C . FOR GATE OPENING CURB 2 3 9/23/24 A GENCY SUBMISSION . :. : . R. .... LOPE V A RI E S . . •. .. _ — — — — — — — — — — — — — — — — .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . .. GENCY SUBMISSION o — — — — — — — — — — — — — — — ' � —III—III—III — III—III—I —III—III II—III—III—III—III—III—III—III—III—I A • •• I—III III—III—III—III—III—III III—III— I—III—III—III—III—III II III III III I III III � :.`::' :.: ; .':'..: :: . . ... '::. •' 1. 4/22/24 AGENCY SUBMISSION MARK DATE DESCRIPTION 4 BARS S • LAYER TATE: - 1 S C 90 8" ;kEINFORCED' '. PROJECTN .: 2023218.00 ' • '• ' •• � •. •:• • CONCRETE APRON 4,000 PSI CONCRETE AT 30 DAYS . . TOP 12"OF SUBGRADE SHALL BE COMPACTED TO a TOP 12"OF SUBGRADE SHALL BE COMPACTED TO DATE: 09/18/2024 6"GRADED AGGREGATE SUBBASE 100/o OF THE MODIFIED PROCTOR STANDARD DRY DENSITY 11 100%OF THE MODIFIED PROCTOR STANDARD DRY DENSITY CR 1 BASE AS DETERMINED BY THE MODIFIED PROCTOR TEST,ASTM D 1557 AS DETERMINED BY THE MODIFIED PROCTOR TEST,ASTM D 1557 SCALE: NONE TOP 12"OF SUBGRADE SHALL BE COMPACTED TO E LIGHT DUTY MEDIUM DUTY DRAWN BY: THM PR . M R.: MD PLAN 95/o OF THE MODIFIED PROCTOR STANDARD DRY DENSITY BOTTOM OF CURB GRADED AGGREGATE BASE G � � � S OJ G S SHEET DUMPSTER ENCLOSURE DETAIL CONCRETE PAD DETAIL CURB TAPER DETAIL PAVEMENT SECTION DETAIL PAVEMENT SECTION DETAIL C_9O1 SCALE: NONE NO SCALE BMG NO. .SW-6A NO SCALE BMG NO. :SW 1C NO SCALE BMG NO. .SW-2A NO SCALE BMG NO. .SW-2A COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\202321 8\DWG\2023218.00-SITE-C3D21-NC.dwg,Sep 23,2024-4:12pm Go NoB BECKER a \C Ra �o MORGAN Bb OrB 9,p Lys 0 AR G N RA UNN9,p 3Q ,f, ��rNoB Ly WaB �p�y = NoB NoA Ly P StA SEDIMENT AND STORMWATER MANAGEMENT PLANS ��9° ,y J WaB �yQ' Au �° �_ ARCHITECTURE P 0 CAPE FEAR RIVER BASIN ENGINEERING L SI t y SIT Delaware o~cetce 309 South Governors Avenue TAX PARCELo. 1515= 16=0072 - 000 R4ti Dover, DE 19904 Bb cy cy 302.734.7950 The Tower at STAR Campus Au G°A HARNETT COUNTY, NORTH CAROLINA 10°Disc°very Boulevard, Suite 102 ANo RaRa Bb Newark, 302.36D9 370013 Ra Ra Maryland Ra NoB B 312 West Main Street, Suite 300 NoB Salisbury,MD 21801 410.546.9100 SOIL SURVEY MAP SCALE: 1" = 1,500' VICINITY MAP SCALE: 1" = 2000' North Carolina SOIL MAP TAKEN FROM "SOIL SURVEY" HARNETT 3333 Jaeckle Drive, Suite 120 COUNTY, NC (NC085) Wilmington,NC 28403 Au:AUGUSTA FINE SANDY LOAM, RARELY FLOODED 910.341.7600 Bb: BIBB SOILS, FREQUENTLY FLOODED www.beckermorgan.com GoA:GOLDSBORO LOAMY SAND,0 TO 2 PERCENT SLOPES SHEET INDEX: SEDIMENT AND STORMWATER MANAGEMENT PLAN SOUTHERN COASTAL PLAIN Ly: LYNCHBURG SANDY LOAM,0 TO 2 PERCENT SLOPES SHEET NO.: TITLE: Nok NORFOLK LOAMY SAND,0 TO 2 PERCENT SLOPES NoB:NORFOLK LOAMY SAND,2 TO 6 PERCENT SLOPES C-500 COVER SHEET OrB:ORANGEBURG LOAMY SAND,2 TO 6 PERCENT SLOPES Pd: PITS-DUMPS COMPLEX Ra: RAINS SANDY LOAM,0 TO 2 PERCENT SLOPES C-501 PRE-CONSTRUCTION SITE STORMWATER MANAGEMENT PLAN StA:STATE FINE SANDY LOAM,0 TO 3 PERCENT SLOPES RARELY FLOODED WaB:WAGRAM LOAMY SAND,0 TO 6 PERCENT SLOPES C-501 EC PRE-CONSTRUCTION SITE EROSION CONTROL DRAINAGE AREA PLAN C-502 POST CONSTRUCTION SITE STORMWATER MANAGEMENT PLAN C-502EC POST CONSTRUCTION SITE EROSION CONTROL DRAINAGE AREA PLAN C-503 POST CONSTRUCTION S.WM. PLAN - WET POND LEGEND C-504 - C-506 EROSION AND SEDIMENT CONTROL DETAILS ITEM EXISTING PROPOSED SANITARY GRAVITY SEWER LINE, _0_EX.10"S -----*-10"S SWM-PRE PRE-DEVELOPED DRAINAGE AREA MAP SIZE&FLOW DIRECTION SANITARY SEWER FORCE MAIN,SIZE SEX.10"F.M. -0-12"F.M. SWM-POST POST-DEVELOPED DRAINAGE AREA MAP &FLOW DIRECTION EROSION & SEDIMENT CONTROL LEGEND SANITARY SEWER MANHOLE(S.M.H.) �(✓';� �� STABILIZED CONSTRUCTION ENTRANCE SANITARY SEWER CLEANOUT WATER MAIN&SIZE EX.10"W -12"W� CONCRETE WASHOUT & MIXING OPERATION cw cnno FIRE HYDRANT F.H. ►-F.H. SILT FENCE S.F. S.F. WATER VALVE(W.V.) OR METER(W.M.) I& 400-a� W.M. W.V. W.M. W.V. LIMIT OF DISTURBANCE L.O.D. L.O.D. TEMPORARY CONSTRUCTION FENCE - - - - - - - - STORM DRAIN MANHOLE(S.D.M.H.) �� STORM DRAIN LINE(CMP OR RCP) SILT BAG INLET PROTECTION II II SIP CATCH BASIN GRAVEL BAG CURB INLET PROTECTION � SIP SILT FENCE OUTFACE r 1 UTILITY POLE W/OVERHEAD SERVICE (TELEPHONE OR ELECTRIC OR BOTH) L�J SFO PROJECT TITLE EXCAVATED DROP INLET PROTECTION ®EDIP UNDERGROUND ELECTRIC --U.E.-- --U.E.-- SEDIMENT AND STORMWATER: SEQUENCE OF CONSTRUCTION UNDERGROUND TELEPHONE ----U.T.---- ---U.T.--- RETAIL STORE ROCK INLET PROTECTION RIP ROLLED EROSION CONTROL PRODUCTS-CHANNEL RECP-C 1. OBTAIN LAND DISTURBING PERMIT FROM NCDEQ EROSION AND SEDIMENT CONTROL DIVISION.,SCHEDULE A PRECONSTRUCTION MEETING WITH NCDEQ EROSION AND SEDIMENT CONTROL DIVISION,THE SITE CONTRACTOR RESPONSIBLE FOR GRADING AND EROSION UNDERGROUND GAS MAIN --EX.2"G-- --2"G--- DUN N I-�1 CONTROL,AND A REPRESENTATIVE OF THE ENGINEER AND OWNER. L A CONCRETE CURB&GUTTER SS 2. OBTAIN ALL CITY,COUNTY,AND STATE PERMITS PRIOR TO THE START OF CONSTRUCTION. CONCRETE SIDEWALK,SLAB/PAVING .' - ''� _•'.�.=� SILT SOCK/STONE CHECK DAM 3. PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING,A PRE-CONSTRUCTION MEETING MUST BE IMPERVIOUS SURFACED ROAD, DRIVE ROCK OUTLET INLET PROTECTION ROP SCHEDULED AND CONDUCTED WITH THE AGENCY CONSTRUCTION SITE REVIEWER.THE LANDOWNER/DEVELOPER,CONTRACTOR,AND OR LOT ENGINEER ARE REQUIRED TO BE IN ATTENDANCE AT THE PRE-CONSTRUCTION MEETING. INDIVIDUAL TREE OR BUSH N/A ROCK PIPE INLET PROTECTION RPIP 4. CLEAR AND GRUB AREAS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. EVER REEN DECIDUOUS 5. INSTALL PERIMETER CONTROLS AT THE LOCATIONS SHOWN ON THE SITE CONSTRUCTION STORMWATER MANAGEMENT PLAN,SHEET WIRE FENCE x x x x x x AREA OF DISTURBANCE C-501.CONTACT NCDEQ FOR COMPLIANCE CHECK AND OBTAIN CERTIFICATE OF COMPLIANCE. PRIOR TO PROCEEDING TO NEXT STEP. CHAINLINK FENCE TOTAL: 2.26 ACRES 6. INSTALL TEMPORARY SKIMMER SEDIMENT BASIN PER NCDEQ STANDARDS AS SEEN ON SHEET C-506. STOCKADE FENCE 7. CLEAR AND GRUB VEGETATED AREAS NECESSARY FOR CONSTRUCTION.STRIP TOPSOIL AND STOCKPILE IN DESIGNATED STOCKPILE U.S. HIGHWAY 301 STABILIZATION AND SEEDING NOTES : LOCATION ENCLOSED BY SILT FENCE. STRUCTURE(CONCRETE,WOOD, 1. PERMANENT SEEDING: METAL, ETC.) DUNN 8. THE CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. HARNETT COUNTY NC A. SHALL BE CONDUCTED YEAR AROUND. PERIMETER CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL DRAINAGE DITCH OR SWALE - - - --- B. SEED BED PREPARATION : SHALL BE IN ACCORDANCE WITH NORTH CAROLINA PERMANENT STABILIZATION SEDIMENTATION ON THE SITE.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY SHEET TITLE STANDARDS SEE SHEET C-504 FOR DETAIL. OF THE CONTROL. IN ADDITION,THE CONTRACTOR MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONTOUR ------49------ 55 C. SOIL AMENDMENTS: FERTILIZER AND LIME APPLICATION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA CONDITIONS,OR AS DIRECTED BY THE AGENCY CONSTRUCTION SITE REVIEWER. 55.43 25.50 T.C. STANDARDS,SEE SHEET C-504. 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL AND STORMWATER ELEVATION SPOT SHOT 25.15 25.00 B.C. COVER SHEET D. SEEDING: APPLY PERMANENT SEEDING AS SPECIFIED ON THE LANDSCAPE PLAN. MANAGEMENT PRACTICES DURING CONSTRUCTION AND UTILITY INSTALLATION. APPLY SEED UNIFORMLY WITH A BROADCAST SEEDER, DRILL,CULTIPACKER SEEDER OR HYDROSEEDER. ALL SEED WILL BE APPLIED AT THE RECOMMENDED RATE AND PLANTING 10. INSTALL UNDERGROUND UTILITIES INCLUDING ELECTRIC,TELEPHONE,CABLE,GAS,WATER AND SEWER. INSTALL INLET PROTECTION ON DEPTH, IN ACCORDANCE WITH NORTH CAROLINA STANDARDS C-504 ALL CURB CUTS AND CULVERTS. INSTALL SOIL STABILIZATION PER PLAN. BENCH MARK N/A E. MULCH : IMMEDIATELY AFTER SEEDING, UNIFORMLY MULCH ENTIRE AREA WITH STRAW AT A RATE PROPERTY OR RIGHT-OF-WAY LINE OF 2 TONS PER ACRE MINIMUM. ALL MULCHING SHALL BE DONE IN ACCORDANCE WITH 11. ONCE THE UPSTREAM CONTRIBUTING ARES ARE STABILIZED. EXCAVATE STORMWATER MANAGEMENT POND AND INSTALL RESPECTIVE NORTH CAROLINA STANDARDS SEE SHEET C-504 OUTLET STRUCTURE AND OUTLET PIPE TO OUTFALL LOCATION.THE POND SHOULD BE UTILIZED AS SEDIMENT TRAPS DURING CONSTRUCTION: CENTERLINE F. TOPSOIL: ALL AREAS TO BE PERMANENTLY SEEDED SHALL HAVE A MINIMUM OF 6"OF TOPSOIL. 11.1. INSTALL CONCRETE OUTLET STRUCTURE,OUTFALL PIPE,AND APPURTENANCES ASSOCIATED WITH THE OUTFALL IN ACCORDANCE SEDIMENT AND STORMWATER CONSTRUCTION NOTES: 2. TEMPORARY STABILIZATION : WITH DETAIL SHEETS AND PLANS. LIGHT POLE ]�[ C 11.2. EXCAVATE STORMWATER MANAGEMENT POND AS PER APPROVED PLANS. STORE EXCAVATED MATERIAL AT APPROVED TEMPORARY 1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL EXPOSED PERIMETER DIKES,SWALES, A. PROVIDE SEEDBED SAME AS 1-B ABOVE. SOIL STOCKPILE LOCATIONS. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION,THE CONTRACTOR SHALL USE A DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DRAINAGE AREA BOUNDARY LINE B. APPLY MIX NO.5(ANNUAL RYEGRASS)IN ACCORDANCE WITH DETAIL SEE SHEET C-504. GEOTEXTILE DEWATERING BAG(ACF DIRTBAG OR APPROVED EQUIVALENT).CONTRACTOR SHALL USE STABILIZATION MEASURES AS DISTURBING ACTIVITY.GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR DAYS C. MULCH SAME AS 1-E ABOVE. NECESSARY TO ENSURE SLOPE STABILITY. FROM THE LAST LAND DISTURBING ACTIVITY. SOIL BOUNDARY LINE NSA 11.3. INSTALL TEMPORARY DEWATERING DEVICES ASSOCIATED WITH THE POND. INSTALL SEDIMENT AND EROSION CONTROL MEASURES 2. UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 3. IF TEMPORARY STABILIZATION IS REQUIRED, PERMANENT SEEDING SHALL BE PERFORMED AS SOON AS POSSIBLE. AS SHOWN.(I.E. INLET PROTECTION AND SILT FENCE)THE CONTRACTOR SHALL IMMEDIATELY BACKFILL,COMPACT,SEED, MULCH, CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH TIME OF CONCENTRATION FLOW PATH 4. ALL FILL SLOPE AREAS SHOWN ON PLAN ARE TO BE STABILIZED AS PER STATEMENT 1 OR 2 ABOVE IMMEDIATELY AFTER AND OTHERWISE STABILIZE AT THE END OF EACH DAY. CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.(NO SEPARATE PAYMENT). COMPLETION OF GRADING OPERATIONS FOR THESE SLOPES. 11.4. FINAL GRADE POND AND INSTALL EROSION CONTROL MATTING ON SIDE SLOPES AS REQUIRED. 3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ENGINEERS CERTIFICATION 11.5. PROVIDE SEEDING AND STABILIZATION AS PER SEEDING AND STABILIZATION SCHEDULE. ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION. 5. EROSION CONTROL MATTING IS REQUIRED ON ALL SLOPES OF 3:1 OR GREATER. 11.6. AN AS-BUILT OF THE STORMWATER MANAGEMENT PONDS MUST BE SUBMITTED. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE. I,J. MICHAEL RIEMANN, HEREBY CERTIFY THAT I A�i4 �, C3jNEER IN THE STATE OF NORTH CAROLINA AND T T TH ON SHOWN -PARED UNDER MY SUPERVISION AND GENERAL NOTES: 12. PLACE SELECT FILL FOR BUILDING PAD AND BRING TO APPROPRIATE GRADE. INSTALL BUILDING FOUNDATIONS. 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TO MY BEST KN E AND ELIE EPRESEIVT , OD ENGI -PARED AS REQUIRED BY THE TIMES. APPL LE LA F THE ST OF N TH CARO�-INA. _ ISSUE BLOCK 1. THE PURPOSE OF THIS PLAN IS TO DEVELOP AND CONSTRUCT A+/-10,640 SOFT RETAIL STORE WITH ACCESS,STORMWATER 13. INSTALL UTILITIES TO BUILDING PAD. 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS(INCLUDING, BUT = SEAL _ AND OTHER SITE IMPROVEMENTS. NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS STAGING OR STORAGE AREAS).THE CONTRACTOR SHALL PREPARE AND = 049463 2. TOPOGRAPHIC SURVEY DATA SHOWN HEREON WAS PREPARED BY ON THE LEVEL LAND SURVEYING, PLLC., DATED DECEMBER 14. ROUGH GRADE PROPOSED PAVED AREAS. SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDEQ FOR APPROVAL. . ;' 09/23/2024 It 09,2023. HORIZONTAL DATUM IS BASED ON NAD 83 2011.BOUNDARY SURVEY WAS TAKEN FROM DEED BOOK 1662, PAGE 482. 15. INSTALL CURB AND CRUSHER RUN/STONE BASE IN PAVED AREAS AS SPECIFIED. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT.THE J. MICH EL RIEMANN 1 ,•' DATE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. 3. THE EXISTING UTILITIES SHOWN WERE TAKEN FROM THE BEST AVAILABLE RECORDS. THE CONTRACTOR SHALL CONTACT 16. INSTALL BUILDING SLAB AND BEGIN CONSTRUCTION OF BUILDING. 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES TO PREVENT SEDIMEN D STORMWATER APPR ...R , A P NC 811 TO VERIFY THEIR EXACT LOCATION PRIOR TO THE START OF ANY CONSTRUCTION. ANY DAMAGE INCURRED TO ANY EROSION AND SEDIMENTATION AS DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE UTILITIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTORS EXPENSE. IF THE CONTRACTOR RELIES ON THE UTILITY 17. ROUGH GRADE ALL NON-PAVED AREAS ON THE PROJECT SITE. INSTALL SIDEWALKS, HANDICAPPED CURB RAMPS AND OTHER SITE PAYMENT). LOCATIONS SHOWN HEREON, HE DOES SO AT HIS OWN RISK AND WILL NOT BE ENTITLED TO ADDITIONAL COMPENSATION DUE FEATURES. 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING TO TIME DELAYS FROM SAID RELIANCE. ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. AGENCY SUBMISSION 4. THIS AREA OF DEVELOPMENT IS NOT IMPACTED BY THE 100 YEAR FLOOD PLAN AS SHOWN ON FIRM 3720224800J EFF.2/16/2007 3. 9/23/24 18. FINE GRADE G.A.B.C. IN PROPOSED PAVED AREAS. 9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND 5. BECKER MORGAN GROUP CERTIFIES THAT THERE ARE NO FRESH WATER WETLANDS LOCATED WITHIN THE IMPROVED AREA. STABILIZED. 2. 5/20/24 AGENCY SUBMISSION 6. ALL ROADS,PARKING AND OTHER PAVED AREAS WILL BE PRIVATELY OWNED AND MAINTAINED AND ARE NOT INTENDED 19. MILL MARKED AREAS FOR PROPOSED PAVEMENT. 10. DURING DEWATERING OPERATIONS WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE 1 4/22/24 AGENCY SUBMISSION FOR DEDICATION. TO RECEIVING OUTLET. 7. REGULATIONS PROHIBIT THE BURIAL OF CONSTRUCTION DEMOLITION DEBRIS, INCLUDING TREES AND STUMPS 20. INSTALL BITUMINOUS PAVING PER PAVEMENT SECTION. 11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING MARK DATE DESCRIPTION ON CONSTRUCTION SITES. ANY SOLID WASTE FOUND DURING EXCAVATION MUST BE REMOVED AND PROPERLY DISCARDED. EVENT.ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL LAYERSTATE: C-500 8. ALL HANDICAPPED PARKING DEMARCATION,STALLS,AND BUILDING ACCESSIBLE ROUTES SHALL COMPLY WITH THE 21. FINAL GRADE ALL NON-PAVED AREAS. INSTALL LANDSCAPING. PERFORM INSPECTION OF STORMWATER MANAGEMENT FACILITIES. BE MADE IMMEDIATELY. PROJECT NO.: 2023218.00 "AMERICAN WITH DISABILITIES ACT". CORRECT ANY DEFICIENCIES,AS NECESSARY(EROSION,SCOUR, FOREBAYS, ETC.). 12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT 9. THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENT FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER.(NO SEPARATE PAYMENT). NCDENR'S FINAL DATE: 04/12/2024 DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RULES AND REGULATIONS 22. TOPSOIL SEED AND STABILIZE ALL DISTURBED AREAS,AS PER SEEDING NOTES. APPROVAL IS REQUIRED. SCALE: NONE THERETO APPURTENANT. 13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES 10. BEFORE THE CONTRACTOR CAN BEGIN CONSTRUCTION THEY MUST OBTAIN THE PROPER PERMITS AND/OR APPROVALS FROM 23. EROSION AND SEDIMENT CONTROL DEVICES SHOULD BE REMOVED ONLY AFTER WORK IN AN AREA HAS BEEN COMPLETED AND AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA.(NO SEPARATE PAYMENT). DRAWN BY: THMS PROJ. MGR.: MDS THE CITY, NCDEQ, NCDOT,AND OTHER APPLICABLE AGENCIES. STABILIZED,WITH WRITTEN APPROVAL FROM THE AGENCY CONSTRUCTION SITE REVIEWER. 14. WHEN CROSSING CREEK OR DRAINAGE-WAY,THE DIVISION OF WATER QUALITY SHALL BE CONTACTED PRIOR TO DISTURBING A CREEK.THE CONTRACTOR SHALL INSTALL RIP-RAP WITH FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SHEET 24. NOTIFY NCDEQ FOR ON-SITE INSPECTION AND OBTAIN CERTIFICATE OF COMPLETION. SLOPES TO ORIGINAL CONTOURS. BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED �O 0 IMMEDIATELY. 25. THE TERMINATION OF THE CONSTRUCTION GENERAL PERMIT WILL REQUIRE CERTIFICATE OF COMPLETION. COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-4:15pm \,/Irz ; BECKER INSTALL SILT FENCE MORGAN ------W-9 �\ SEE DETAIL,SHEET C-504. • \ 'Q-u-i ARCHITECTURE � CONTRACTOR SHALL LOCATE SILT i ' FENCE OUTLETS AT ALL LOW POINTS ^ L �S �S r, �$ / � ' ;' ENGINEERING ALONG SILT FENCE(TYP.) ` / 1' Delaware co--1 / LANDS N/F 309 South Governors Avenue BTW DEVELOPMENT Dover, DE 19904 •` / COMPANY INC. 302.734.7950 - ! co ;' �' T.P.: 021515 0019 The Tower at STAR Campus l TEMPORARY I ,' C; / ; PLAT ID: 282291 100 Discovery Boulevard, Suite 102 I SOIL STOCKPILE AREA J / /'/ DEED BOOK & Newar 302 36D9 370013 30' X 40' I o ' �$ PAGE: 2466 - 0016 Maryland CONTRACTOR TO HAUL EXCESS MATERIAL OFF-SITE AS NECESSARY y / ' ' ' ; 312 West Main Street, Suite 300 Salisbury,MD 21801 % --- Q % ' ; \ O 410.546.9100 a l %j O �$ cJ$ o / % ;' North Carolina %LIMITS OF DISTURBANCE TO RUN CONCURRENT \\\ i / 3333 Jaeckle Drive, Suite 120 WITH SILT FENCE \. ' Wilmington NC 28403 IN' \ / 910.341.7600 %�,' www.beckermorgan.com Q 179 �\ AR / o� •FEssio•• r O Ny.9 � 1 — I SEAL � - - - N SS ;l;' ------------' -' o ,,, tigEL RiEM _ ----------- 175.4 Cb co) 1 0I' ` yI LANDS N/F O r SAUL ROBINSON JR o Y T - ' 15" R.C.P. T.P.: 021515 0258 L-4 " INV: 175.29' i m L-2 i \ PLAT ID: 224494 \, DEED BOOK & PAGE: 743 - 0936 r w ' _ ss "� Q ' INSTALL SILT FENCE y L 'I j SEE DETAIL,SHEET C-504. ; ' J rl 0 I 7j9 Q '7Lli OUP �! i Q N i arl�. k / ---- Q U!(/+- / Qftft \ 40a ; � J ' \\ 4 ' TEMPORARY SKIMMER 1 \ SEDIMENT BASIN / CONCRETE MIXING OPERATION r- • TOTAL DA:+/-1.25 AC(POST DA) % TOTAL VOL.REQ.=2,25D C.F. i - -------------------------------------------------------- / D' ` TOTAL VOL.PROV.=29,520 C.F. TEMPORARY SKIMMER DEVICE V ==?79 j PROJECT TITLE SURFACE AREA REQ.=3,942 S.F. SKIMMER SIZE: 2.5" ` / SURFACE AREA PROV.ELEV. 176.25'=4,827 S.F. ORIFICE SIZE: 1" j SURFACE AREA PROV.ELEV. 179.00'=9,685 S.F. DEWATERING TIME: 2.1 DAYS ----- RETAIL STORE / \ Q /y� �i/ / CONCRETE WASHOUT ' 179 ` V 2 LANDS N/F \\ DUN N / (LOCATION TO BE FINALIZED ' / BY CONTRACTOR AT PRE-CON) '/ / 1 I — -- —_�, � _ � o, %,;,; J � MARVIN E. SANDRA� K oY JOHNSON Q PLAT ID: 224274 ;" � � � DEED BOOK & PAGE: 4075 - 0164 TEMPORARY POROUS BAFFLES SWM MANAGEMENT co II 4L \I CMO I I AREA �= c, U.S. HIGH WAY 301 _ DUNN � EX. PROPERTY LINE �I o O CWS TEMPORARY POROUS BAFFLE ��'t�� HARNETT COUNTY, NC II O O y AREA DETERMINED FROM NCDEQ i' Q• i i SHEET TITLE A PAGE 6.65.2 BAFFLE AREAS - - � S+ II `+ EACH SECTION OF BAFFLE TO -'09 s 0• I m MAKE UP 25%OF SURFACE AREA ` t v P RE- J 20'FRONT SETBACK - = 1 _ -_-, _ r� SF r� SF z CONSTRUCTION LJ �J SF _ ''� `� - 17g ------------------SFo ----- ---- ---------- SFO y SITE STORMWATER `-------- ---- RPIP ---- ------------------ ------ _ --------- -- - -' - C-1 d EX. 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L.O.D. --___ `------179 CONTRACTOR TO PROVIDE EROSION _____ CONTROL SILTSOCK/WATTLES �8 ----- ie ACROSS DOWNSTREAM LIMITS OF __ L-3 LIMITS OF DISTURBANCE _____________________________ ALL PAVED WORK AREAS, ----------- TOTAL LOD:2.26#ACRES 0 10 20 40 ---- ---------- RELOCATING AS NEEDED -----____ 80 THROUGHOUT CONSTRUCTION ----------__ ___ --- EROSION & SEDIMENT CONTROL LEGEND - I- _- �D`3 _ _______--180 --------- STABILIZED CONSTRUCTION ENTRANCE SCALE. 1 20' U.S. HIGHWAY 301 "- 0� ISSUE BLOCK -- - VARYING WIDTH PUBLIC RIGHT-OF-WAY CONCRETE WASHOUT & MIXING OPERATION SEd ---------- --181� --- - _-------- ___-------- _--------- SILT FENCE S.F. S.F. EX. RIGHT-OF-WAY EX.SEWER 180 _____ -� --- LIMIT OF DISTURBANCE L.O.D. L.O.D. __---- --- ------ ----- ----____ TEMPORARY CONSTRUCTION FENCE - — — — — — — - ---------- EX.SEW 79 - - ----- - - - r-------------------------------- --- --- -- EX.SEWER V ------------- 179--- ---- ER 180 _ — _ p SILT BAG INLET PROTECTION II II SIP EX.FORCEMAIN ----- —————— — — ----------------------------EX.FORCEMAIN ------------ ---��----------- — ---------- --- -- — -- — — ' —EX.FORCEMAIN --------------- ----------- _------------- ^c------______---- -- - GENCY SUBMISSION r ---------- _ - GRAVEL BAG CURB INLET PROTECTION GIP 3. 9/23/24 A ------------- ------ -- _ QJ 411 - ---- - -- ------ - ----_____J Q 2. 5/20/24 AGENCY SUBMISSION J �� `---- SILT FENCE OUTFACE r, \� L�J SFO 1 4/22/24 AGENCY SUBMISSION LINE BEARING DISTANCE LANDS N/F `` -- - ��Q - EXCAVATED DROP INLET PROTECTION ®EDIP MARK DATE DESCRIPTION E C EDGERTON JR LLC 7 S1 LAYER STATE C-501 L-1 N 200 59' 18" E 327.95' T.P.: 021505 0123 8 0 V ROLLED EROSION CONTROL PRODUCTS-CHANNEL RECP-C PROJECT NO.: 2023218.00 IN L-2 S 54° 04' 29" E 231 .28' PLAT ID: 223192 V V ROCK INLET PROTECTION r c , „ , DEED BOOK & PAGE: 1662 - 0482 Air L�J RIP DATE: 04/12/2024 L-3 S 19 46 20 E 252.65 Q SCALE: 1" = 20' p �� - - _;` 0 L-4 N 57 11 25 W 319.57 � � 1$°-- "� �� Q � -----�,,\ SILT SOCK/STONE CHECK DAM _�1 SS DRAWN BY: THMS PROJ. MGR.: MDS ROCK OUTLET INLET PROTECTION ROP SHEET LINE LENGTH RADIUS CHORD BEARING CHORD LENGTHC-1 :[7C122.17' 87.06' S 230 30' 23" E 112.39' ROCK PIPE INLET PROTECTION R_PI P C-501 COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-4:16pm %\ \ \ ----h79-- 1 Tp� ; BECKER% / / / ` 1 /I %%% 1 / / % \ MORGAN ` -- C.O., / \` --------- �$ ———__ �S �S % co LANDS N/F ARCHITECTURE BTW DEVELOPMENT ENGINEERING / COMPANY INC. SILT FENCE OUTFALL y °' / - T.P.: 021515 0019 Delaware PLAT ID: 282291 309 South Governors Avenue DEED BOOK & 103231 S.F. �% ; / r- /;' Dover, DE 19904 SILT FENCE OUTFALL o / �� ' PAGE: 2466 - 0016 302.734.7950 , , L The Tower at STAR Campus 10,849 S.F. 100 Discovery Boulevard, Suite 102 ---------- r Newark,DE 19713 s ; 302.369.3700 ., Maryland LIMITS OF DISTURBANCE TO RUN CONCURRENT %\`\�O __ rya 312 West Main Street, Suite 300 IN WITH SILT FENCE `\ \ �ftwaft w / 7 Salisbury,MD 020 ___ 1801 � 54 _ _ ',)/ ,' /;' �I,�;' INLET PIPE OUTFACE North Carolina \ - , 2556 3333 Jaeckle Drive, Suite 120 j ►��__ Wilmington,NC 28403 co) 910.341.7600 ' www.beckermorgan.com I:------------- SILT FENCE OUTFALL -� 779 g " 10,401 SF ,N 1 I,R, o '` �� 15" R.C.P. ' :� % INV:175.4 049463 co UL LANDS N/F �� CD CO SAUL ROBINSON JR T � / ��\_ /' 15" R.C.P. T.P.: 021515 0258 �� it PLAT ID: 224494 ; SILT FENCE OUTFALL DEED BOOK & PAGE: 743 - 0936 1%711 S.F. SILT FENCE OUTFALL o r' 0 ' 9 103847 S.F. a i 180, SEDIMENT BASIN co 15 000 S.F. ; Q 00 \\ , TEMPORARY SKIMMER SEDIMENT BASIN SILT FENCE OUTFALL 4 / - TOTAL DA:+/-1.25 AC(POST DA) 0 '�, ;' , ,-' TOTAL VOL.REQ.=2,250 C.F. CO 179 EMPORARY SKIMMER DEVICE 6,325 S.F. ) ' j' ? ��-_- ;�-------------------------------------------------------- TOTAL VOL.PROV.=29,520 C.F. T Jam' ^ V ` ' SURFACE AREA REQ.=3,942 S.F. SKIMMER SIZE: 2.5" Q _ / SURFACE AREA PROV.ELEV.176.25'=4,827 S.F. ORIFICE SIZE: 1" S / SURFACE AREA PROV.ELEV.179.00'=9,685 S.F.) DEWATERING TIME: 2.1 DAYS _______________ 0 O I LANDS N/F \ PROJECT TITLE j I 'j ----------- 177-------------- O 0%. MARVIN E. SANDRA KAY JOHNSON RETAIL STORE I -- — ------------- --------- � _ pl , , J Q; T.P.: 02151500 1906 / _ _ j I �/ -- -- ------- — 17s.zs'— 17s —175 -----— y Q PLAT ID: 224274 j / , DEED BOOK & PAGE: 4075 - 0164 DUN N INN v I III% \ � SWM MANAGEMENT I I I AREA ; � I II SILT FENCE OUTFALL \� EX. PROPERTY LINE 5,709 .F \� / I I -- -- ---�— -- --------- —=---� (D- / , o' - O TEMPORARY POROUS BAFFLE / d AREA DETERMINED FROM NCDEQ / l" 1 I U.S. HIGHWAY 301 PAGE 6.65.2 BAFFLE AREAS SILT FENCE OUTFACE �19 - EACH SECTION OF BAFFLE TO v DUN N MAKE UP 25%OF SURFACE AREA 19810 S.F. SFHARNETT COUNTY, NC SF J SF G \ Z SHEET TITLE '>8 i;' '179 SFO -- - -- - --, SFO S -- ----- ---- --- ------ ----------- _ --- - ---- -- PRE- --------- in` , �_-__________ 7 L -- ---- ---- EX. RIGHT-OF-WAY --- 17g-_ -- ' ,�or -- --- 77g - a CONSTRUCTION 328.63' - - - - - - -- - - - - N 2 E ---- ------------------- ---- SITE EROSION ------ -------- 181 ------- 0 ' ------------------------179 ----------- 179 ----------------------------------------- -1 -- _ -'-- 18 -- -- ----------------------------------------- ------------------------------------------------- -- ---------- _____ - 3 ------ CONTROL L.O.D. L.O.D. L.O.D. - ---___ DRAINAGE INLET PIPE OUTFACE �----- I` --------------------- ------ '80 ---------------------------------------------- - AREA PLAN f 181-------------- 26,235 S.F. ' - ------- -------------- ------------------ -,___-- _ _ ------- --- - — — — — — — `------------------------------- 0 ---------------------------------------- ,_------------- � Off' -------- U.S. HIGHWAY 301 _-_- -- EROSION & SEDIMENT CONTROL LEGEND VARYING WIDTH PUBLIC RIGHT-OF-WAY y' ` „ _ , —___ _181-- = — — — �� --- _♦` O� _---------------- - STABILIZED CONSTRUCTION ENTRANCE _ L 20 ice\ EX. RIGHT-OF-WAY - EX.SEWER - V 180 --------------- j ISSUE BLOCK - - `• ___-__ CONCRETE WASHOUT & MIXING OPERATION 180------------- '-----� Q CV Ji EX ` _- -- ., -------------- CW CMO ---- .SEWER �', �g � - _ r------------------------------------------ EX.SEWER ------------- --- ---- SILT FENCE S.F. S.F. ---EX.FORCEMAIN ----180 ——————— _ p -EX.FORCEMAIN --------- LIMIT OF DISTURBANCE — -- — — ------ --------EX.FORCEMAIN ------------ —�`�-- -- — —— — r------------_----- _ __ --- � �/ c-- �ga - TEMPORARY CONSTRUCTION FENCE - — — — — — — - _ _ J �� SILT BAG INLET PROTECTION II II SIP LANDS N/F Q 3. 9/23/24 AGENCY SUBMISSION E C EDGERTON JR LLC CID ` GRAVEL BAG CURB INLET PROTECTION GIP >>g 3 3 AGENCY SUBMISSION i T.P.: 021505 0123 O SILT FENCE OUTFALL r, SFO 2. 5/20/24 j PLAT ID: 223192 �� L❑J 1 4/22/24 AGENCY SUBMISSION DEED BOOK & PAGE: 1662 - 0482 �� EXCAVATED DROP INLET PROTECTION ®EDIP MARK DATE DESCRIPTION LAYER STATE: C-501EC ROLLED EROSION CONTROL PRODUCTS-CHANNEL RECP-C PROJECT NO.: 2023218.00 , j j/ \�\\ ROCK INLET PROTECTION 'M RIP DATE: 04/12/2024 SCALE: 1" = 20' -.� ❑ / \\ SILT SOCK/STONE CHECK DAM SS DRAWN BY: THMS PROJ. MGR.: MDS / \ ROCK OUTLET INLET PROTECTION ROP SHEET -------------- J ROCK PIPE INLET PROTECTION RPIP C-501 -EC COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-4:17pm ;VEGETATION TO BE UNDISTURBED VEGETATION TO BE UNDISTURBEDI a BECKER �S r� \\ CONTRACTOR SHALL LOCATE SILT i �S JS r"1NA FENCE OUTLETS AT ALL LOW POINTS + 178 JS / /ALONG SILT FENCE(TYP.) ; JMORGAN L2- Rig ; C 79 f LANDS N/F , __ ' ' / BTW DEVELOPMENT / COMPANY INC. T.P.: 021515 0019 C; ARCHITECTURE I, l TEMPORARY PLAT ID: 282291 I SOIL STOCKPILE AREA DEED BOOK & ENGINEERING ` J " 30' X 40' F o + ,$ PAGE: 2466 - 0016 L 4 s Delaware CONTRACTOR TO HAUL EXCESS MATERIAL OFF-SITE AS NECESSARY I / 309 South Governors Avenue Dover,DE 19904 --\ O L- --- -- J S S l l' ;II%I �� The Tower t STAR Campus p PROPOSED RETAIL STORE , LIMITS OF DISTURBANCE TO RUN CONCURRENT (PROTOTYPE C+ - 76' X 140') / '�a, 100 Discovery Boulevard, Suite 102 = 10,640 S.F. RECP-C Newark,DE 19713 GROSS AREA WITH SILT FENCE I ' SALES AREA = 8,526 S.F. / 302.369.3700 BUILDING HEIGHT = 18' ; ' Maryland _ - MECHANICAL PACKAGED I / 312 West Main Street, Suite 300 .A;? - UNITS LOCATED ON ROOF ___ Salisbury,MD 21801 F.F.E. ±181.00' I / - 410.546.9100 -------------- ,��` ' 7Y _ °' r , i � North Carolina I '17s ; ♦ ' / 3333 Jaeckle Drive, Suite 120 ' .'� - ; 1 �•' j ` ' � ;' `, Wilmington,NC 28403 I ss ;I 'I `�'`--------------------- ------ 910.341.7600 4 % www.beckermor-an.com \ I r O 15" R.C.P. L --- - ^ INV: 175.4 / 'IN\\`N CAR ESS%Cam p,L I ` - ,' 049463 - I - '�icF' �••' �: - , GINE.• LANDS N/F m SAUL ROBINSON JR o �� y T.P.: 021515 0258 ; INV: 175.29' L R PLAT ID: 224494 �► 11 DEED BOOK & PAGE: 743 - 0936 / INSTALL SILT FENCE SEE DETAIL,SHEET C-504. Q co ' , 4 0 I 7> \I j z SIP, 1 Q Z.)Q Iff$ -2 J co ad N PR.C.B.:CB-1A 11 SIP 2 �C GRATE:179.00" , , 0 , ��y , ri ` �VOA^ INV.IN: 176.42' ^ V INV.OUT: 176.42' ' ' 780, W 0 ?a r `'�♦ ;' / \ (A �' t ---- RECP-C \ W PR.C.B.:CB-2A I ; i NGRATE: 179, C'o V. N: 176 94' � MMJ ^' i C 42 \\ ; INV.OUT: 176.94' , \ CONCRETE MIXING OPERATION /�, ca / O ° / ROP-1 --------------------------------------------- % 2 10'WIDE PUBLIC ACCESS o> Q, y ;179 /- - / O I AND MAINTENANCE EASEMENT 18"RCP La: 10' / >y ^� EASEMENT AREA 16,164 SF INV.:176.04' W1:4.5' % U t �^ W2. 11.5' --------- % 14"X 2342 "ERCP Q R No.. R-4 3 -------------------------------- % INV.:176.25' Ss� O T: 18" ♦♦/A� / CONCRETE WASHOUT ' 179 /� / V 2 LANDS N/F \ / (LOCATION TO BE FINALIZED - 178 ^°� 4z Z \\� % BY CONTRACTOR AT PRE-CON) 177.25 . O 0%. MARVIN E. SANDRA KAY JOHNSON — Q 4: T.P.: 02151500 1906 176 PLAT ID: 224274 PROJECT TITLE 17s 174 / , DEED BOOK & PAGE: 4075 - 0164 / 173 72 L STORE 1 —- ' \\ ROP-1 ----------WET POND SWMco j CMO La: I I MANAGMENT AREA DUN N 1 W1:4.5' 1 W2:5.5' ' I R No.: R-4 ' I � T: 18" ^ 1 EX. PROPERTY LINE \ ^� ' I I !' CWS 0 o y ROP-1 -- -- - J La:8' 9 179 x d+ 1 M W1:3' 12"RCP 1 J SF W2:9' INV. 178.00' - -'- R No.: R-4 - - U.S. HIGHWAY 301 T: 18" SF _ SF -� gF _ z DUNN <' 7� �i' 1 ---- -- -- F RECP C ---1 8 12" CP �� 79 � J' ------------ HARNETT COUNTY, NC 780 s _ 17 ai RECP-C 179 __ d SHEET TITLE 328.63' ___--- ------- N 20'0 ' 14" E - ---- ------------------- -------f^ ------ - -- -- -- -- - -- POST --- --- ----- ---- ---- ---- - 1so ------- _ --- �- ---------- ----- PR CB OS- 1 l , CONSTRUCTION L.O.D. L.O.D. L.O.D. -- _ GRATE:178.50' J I --179 " L____ CONTRACTOR TO PROVIDE EROSION - INV.OUT: 176.25' SITE STO RM WAT E R CONTROL SILT SOCK/WATTLES �8 ----- ACROSS DOWNSTREAM LIMITS OF LIMITS OF DISTURBANCE ----------- ----------- ---------------------- �- ALL PAVED WORK AREAS, -------------- TOTAL LOD:2.26±ACRES MANAGEMENT RELOCATING AS NEEDED -------' ----__ 18p P1 A`/�+�N THROUGHOUTCONSTRUCTION -------- --- 1+00 00 - ---___ — — - ----- - I 4- _ - ---- — — — — — — — 3+00 2+00 — - - 00 -- -------------------------------— - — - - ---- U.S. HIGHWAY 301 _---- --- O ----------------------------- ------------------- -- - - - - _ - _ _ -- --- VARYING- _ VARYING WIDTH PUBLIC RIGHT-OF-WAY 0 10 zo 40 -- 181—- — 17 'w 'w - _ --- - - ---------- �--- i�� ,'' -'-_ .-' -'-_, EX. RIGHT-OF-WAY � _J `V --------- Il0 1 -- ---- ------ ►EX.SEWER ---- -- --- - -- - -- --- 1so----- ' _ EROSION 8, SEDIMENT CONTROL LEGEND - __ ' Q i ►EX.SEWER 179 - SCALE: 1' 20' ---------___ �------- - -- - STABILIZED CONSTRUCTION ENTRANCE -------- r------------------------------------------ b-EX. ------------- 179 --- ---- - _ SEWER .—EX.FORCEMAIN ---- — — — ----__---------------p------EX.FORCEMAIN --------------_--= ------------ — --------- -- -- -------- — " —EX.FORCEMAIN --------------- -- ------- ISSUE BLOCK ---- -� — —— � ---------------- _ _ _ _--- ___- A�, � CONCRETE WASHOUT & MIXING OPERATION cw CMO 411' -_-----'___ ------------� i=� D ELEVATIONS OF - - / Q t� SILT FENCE S.F. S.F. OF CONSTUCTION - LANDS N/F � ---- , Q LIMIT OF DISTURBANCE L.O.D. L.O.D. T CONFLICTS/ISSUES -- `---- E C EDGERTON JR LLC - - - - - - - - �' �8 3 TEMPORARY CONSTRUCTION FENCE i T.P.: 021505 0123 100 i PLAT ID: 223192 LQ k SILT BAG INLET PROTECTION El SIP / DEED BOOK & PAGE: 1662 - 0482 �� GRAVEL BAG CURB INLET PROTECTION GIP 3. 9/23/24 AGENCY SUBMISSION 2. 5/20/24 AGENCY SUBMISSION -180 SILT FENCE OUTFALL L�J SFO 1 4/22/24 !T AGENCY SUBMISSION EXCAVATED DROP INLET PROTECTION ®EDIP MARK DATE DESCRIPTION LAYER STATE: 0-502 ROLLED EROSION CONTROL PRODUCTS-CHANNEL RECP-C PROJECT NO.: 2023218.00 ROCK INLET PROTECTION L�J RIP DATE: 04/12/2024 \\ %I ,% SCALE: 1" = 20' SILT SOCK/STONE CHECK DAM DRAWN BY: THMS PROJ. MGR.: MDS \ - �%% j I ROCK OUTLET INLET PROTECTION ROP SHEET I % %,�� ROCK PIPE INLET PROTECTION RPIP C-502 COPYRIGHT 2023 F:WutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-4:19pm ♦ O MORGAN 1 BECKER SILT FENCE OUTFALL / 63775 S.F. J, ARCHITECTURE VEGETATION TO BE UNDISTURBED VEGETATION TO BE UNDISTURBED, �; / ; ENGINEERING 'a.0., .a•o•-i / , / I •a•0• 1 .a.0.� ; Delaware 309 South Governors Avenue 17s $ Dover, DE 19904 i / Y% 302.734.7950 l � 179 / �' l The Tower at STAR Campus LANDS N/F p BTW DEVELOPMENT 100 Discovery Boulevard, Suite 102 Newark,DE 19713 COMPANY INC. 302.369.3700 �! vj T.P.: 021515 0019 Maryland O' / L ��:'.• / PLAT ID: 282291 312 West Main Street Suite 300 SILT FENCE OUTFACE �' / / DEED BOOK & Salisbury,MD 21801 5,998 S.F. PAGE: 2466 - 0016 410.546.9100 1 North Carolina 3333 Jaeckle Drive, Suite 120 r \ O --- -- <; Wilmington,NC 28403 p PROPOSED RETAIL STORE o / ' ; ; i 910.341.7600 LIMITS OF DISTURBANCE TO RUN CONCURRENT `♦♦ (PROTOTYPE C+ - 76' X 140') I / www.beCkermorgan.COm a i / ,' WITH SILT FENCE `,♦ GROSS AREA = 10,640 S.F. I / I ET PIPE OUTFACE ;' ,�1111�1/�, , �\ SALES AREA = 8,526 S.F. / `\�N CA O�'' \\ BUILDING HEIGHT = 18' / % 26,234 S.F. ;'`off •••Es'sR %L�: MECHANICAL PACKAGED I U / ;, E /C/j/ .� UNITS LOCATED ON ROOF �� ' ;--------- F.F.E. _ ±181.00' Uj T EN OU SQL CE TFALL / ;�;` '�-------------- -" ----- --- �''''y�E� R�E�P♦'� 3,703 S.F. a ;� ,11 1 r O i � 15" R.C.P. _ - I INV: 175.4 / CO) 161 LANDS N/F � SAUL ROBINSON JR o 15" R.C.P. U INV: 175.29' T.P.: 021515 0258 \\ PLAT ID: 224494 \� DEED BOOK & PAGE: 743 - 0936 r a ' ; INLET PROTECTION CB-1A 20,621 S.F. 80 �' o , , SILT FENCE OUTFALL 6,282 S.F. — — — — -2 — — — — — 4 — — — — — — — — ;4 i• PR.C.B.:CB-1A F.H. / GRATE: 179.00' INLET PROTECTION CB-2A SIP INV. IN: 176.42' ♦ I / : 1 INV.OUT: 176.42' 18 434 S.F. 180 u' I m ---- \\1\ n j I PR.C.B.:CB-2A / ♦ i \ r j ' GRATE:179.28' \\ , INV.IN: 176.94' / o PROJECT TITLE INV.OUT:176.94' / Ai ri / LU CD 4 i ------------------------------------------------- _ _ 179 , ------- RETAIL STORE / 2 10'WIDE PUBLIC ACCESS o, / ~ O I AND MAINTENANCE EASEMENT �j 9 >9 ^� EASEMENT AREA 16,164 SF 18"RCP / ~¢ \ INV. 176.04' O \�------------- DUN N Wi — — — / ---------------------------------------- � ,•, `, 14"X 23"ERCP �•'� �a m ------------- ��o INV.: 176.25' ,^- O ♦A \ i LANDS N/F + 177.25' _ RIP RAP OUTFACE ; � � / O � MARVIN E. SANDRA� K oY JOHNSON �� • % 176.25' 176 1 3 307 S.F. - `�� PLAT ID: 224274 % 175 174 / / �Q DEED BOOK & PAGE: 4075 - 0164 173 172 -- - ,' \\ ,' - WET POND SWM------ ----------- \\ MANAGMENT AREA ——— Gj 171.50' ® U.S. HIGHWAY 301 'I T► �� % DUNN HARNETT COUNTY, NC I II EX. PROPERTY LINE ` / SHEET TITLE 1 \ / I o �` / POST - I CONSTRUCTION O• \� ,119 ao In �� O 179 12"RCP 20'FRONT SETBACK SITE EROSION SF INv. 17s.00' / --- F — CONTROL l SFO S 178 �r 178 ♦ ��C 12.. CP', 179 ---- --- _-_- -- — DESIGN `-------------- IN 178.67' -- ---- --- ----- --_-- --_ --- 178 -�- -� $FO - _ � EX. RIGHT OF WAY _ �8a ^ 17$ --=�T� ---- PLAN d ------ --- - ------------------- -- ♦ '� . 328.63' N 20°0 ' 14" E Y - ------r --- __ ------ - -- -- Q- _ -- O- ---------- 1so ------------ ., 180 -------------------- PR.C.B.:OS-1B l � L.O.D. L.O.D. L.O.D. 6,972 S.F. GRATE:178.50' J 179 0 10 20 40 INLET PIPE OUTFACE - _ INV.OUT: 176.25' ___--- -----___ SILT FENCE OUTFALL EROSION & SEDIMENT CONTROL LEGEND ;' � ----181--___-- ___ 26,234 S.F. ---- ---- -----------------/-------------------------------_ _ ' SCALE: 1" = 20' 11 -------- --- STABILIZED CONSTRUCTION ENTRANCE �� __�� --- _- ISSUE BLOCK - - - - - - - - - - - - - ---- O CONCRETE WASHOUT & MIXING OPERATION ---------------------- sEd----- -------- - M 180 - - � __ _I��V tt,,� ------------------ __ ---- l ,` ` SILT FENCE S.F. S.F. U.S. HIGHWAY 301 � � � LIMIT OF DISTURBANCE L.O.D. L.O.D. ---- VARYING WIDTH PUBLIC RIGHT-OF-WAY 'SIC - ------------------ 1g1 TEMPORARY CONSTRUCTION FENCE --- _--- - _J V ----179 7V ' . RIGHT-OF-WAY �101� SILT BAG INLET PROTECTION SIP •^� --- EX AY -- --__- \ 3. 9/23/24 AGENCY SUBMISSION --' _- ___ GRAVEL BAG CURB INLET PROTECTION GIP O �V ----- 179 - ---- 180 ----______ - --___ AGENCY SUBMISSION ------------ r----------------------------------- -------------- 179-- r� SILT FENCE OUTFALL r 1 ---- 180 -- - ----------------f AGENCY SUBMISSION ————- ———� - — —————_ ————— ——————————— — ————————— —— —— ————— — — - -—————————————— —— ——- -————————————————- FO - ---- -__------- _ _ - - S 1 4/22/24 - - - r ------------ EXCAVATED DROP INLET PROTECTION ®EDIP MARK DATE DESCRIPTION - - - 1S� - '- --_� _ --------J Q LAYFRSTATF: C-502FC -------------- ROLLED, EROSION CONTROL PRODUCTS-CHANNEL RECP-C PROJECT NO.: 2023218.00 _� LANDS N/F � -- --- , Q ROCK INLET PROTECTION r E C EDGERTON JR LLC ---- L�J RIP DATE: 04/12/2024 > 6 SCALE: 1 — 20 T.P.: 021505 0123 r O SILT SOCK/STONE CHECK DAM SS ' PLAT ID: 223192 ?� DRAWN BY: THMS PROJ. MGR.: MDS ' DEED BOOK & PAGE: 1662 - 0482 � ' ' ROCK OUTLET INLET PROTECTION ROP SHEET .♦ 4T 7( �� --------1g0 '\\�� ROCK PIPE INLET PROTECTION RPIP C-502-EC COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWIM-C3D21-NC.dwg,Sep 23,2024-4:20pm NOTES: 13.5 GA.GALV.STEEL PR.S.D.CB.:OS-113 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH INTERNAL CONNECTING GRATE:178.50' MANUFACTURER'S SPECIFICATIONS. 12„ 12" 12" WIRE SPACED 12"O.C. BECKER INV.OUT:176.25' 2. INTERNAL CONNECTING WIRES(13.5-GA.)TO BE INSTALLED ACROSS WIDTH DEPTH:3.75' OF INTERIOR GABIONS AND ACROSS WIDTH AND LENGTH OF END GABIONS. • . . STA.:2+15.68' rl 3. INTERNAL CONNECTING WIRE AND GABION MESH SHALL BE GALVANIZED. 4. INTERNAL CONNECTING WIRES REQUIRED ON ALL GABIONS X-0"HIGH. N 182 182 5. PLACE ROCK IN END GABION CELL FIRST,AND CONTINUE BY FILLING GABION FOREBAY WALL(3'Ix6'BASKETS) INTERIOR GABION CELLS. I STONE SIZE BETWEEN 4"�8" LIL 181 ------ �------ VWDTH�3r--� fi-- rt------ ------ --- -- -10'MAI NTEN- --ANCE--ACCE---SS 181 rt � � fi 10'MAINTEN NCE ACCESS TO OF GABION WALL EL. 176.75 CLOSED LID WITH ARCHITECTURE r 10' 2: WELDED MESH WIRE TOP VIEW 0 (MESH OPENING 3"x3") ENGINEERING 180 --____ ______ ____ - -------t--------------t------- ------- -- 180 PARKING LOT 10' TOP=176.75' ---- TOP OF POND \�'I--------I------- -------L--_ TOP OF POND Delaware ELEV.=179.28' ELEV.=179.00' -___ ELEV.=179.00' ROCK RIP-RAP, R4, 309 South Governors Avenue - t- - t- 179 - - ------ --- - ------ ------ ------ ------ ---- --- -- ------ -- O 6Q 179 FILL BASKET WITH Dover, DE19904 �- � r- �- �- I 1' 1_ze (d50=6"EQUIV.) II'TI STONES o s 302.734.7950 LL�_J 6'WIDE V G.S�iELF F� I I �'�� The Tower at STAR Campus 178 ----- --_.WI[ 111AAX SL ETYP - - _ - -� 178 100 Discovery Boulevard, Suite 102 rE�sltF- - -------fi-------------- -------�- �- 6' 6:1 MAX LOPE(TYP.) AROUND ALL OF POND 6' -�- \� 4' N 64 L.F.OF 18"R.C.P.@ 0.26% AROUN ALL OF POND Ne302 369 3700 13 177 s -1 -� --1- - -----------------------+------- ----- -----4 -�--- D_ ---- --- 177 Maryland INTERNAL CONNECTING r I I I I C 1 25" WIRES SPACED 12"O.C. 312 West Main Street, Suite 300 PERMANE T POOL: 176.25' 51 L.F.OF 18"R.C.P.@ 0.41% - -- ----�---- -----I-----�- Salisbury,Salisbu MD 21801 176 - - SHWT _---- - +- 176 410.546.9100 - ------ ------- --------------t-------�-- ELEV.=>176.00' �T- TT North Carolina BOTTOM OF FOREBAY 175 - -�� - -�---- - -------+-------I-------t-------�- �- -� � -�� -� -� 175 BOTTOM OF POND Wilmington,NC 28403 _ o ELEV.=171.00' ELEV.=172.00' 3333 Ja ing on,N6 Okle Drive, u4 120 =RIP RAP OUTLET PT ROTECTION M www.beckermorgan.com 174 - -�� - -�---- - -------+--------------t---------------�- - - �+- 174 UNDERLINED WITH GS-1 FABRIC - 2' 2' (STONE SIZE:=R-4 9 GA.GALV.STEEL - - - - - LENGTH: .5' SPIRAL BENDERS 173 - ------+-------I-------+-------�------� - - -� WIDTH1 :4.5'-t��t 173 I I I I ' �N CAROB 3 0 :��0�: ESS/p' 2 WIDTH 2: 11.5' p. 3. - - � OF � •. II II II I I I I = 172 - SED.R MOVAL: 172.00'_ -��4 �I-��I-� - +-�+�++ 172 SEAL FORE AY INV.: 171.50' -- ------- ------- ------- ------ - SPIRAL BENDER ISOMETRIC CROSS-SECTION 049463 171 _ _�� _��_� - �_� E SE . RE INV.: 170. .00' �_ - -�� -��-� -��- + ++- 171 ROCK GABION BASKET FOREBAY WALL (TYP.) II1 I I I I ' OND INV.: 170.50' ., qELED 170 _6"OFPPNDDANDFOREBAY DEPTH - - -� - - - -� - -�� -�� - -�� - -� - -�� 170 IMENT STORAGE NO SCALE IS FOR SEDIMENT ACCUMULATION -PER NCDEQ POLICY. H-ffl 169 169 0400 0450 1400 1450 2400 2450 2487 CD LO N N r 04 r Cl) Q� N O 6) aJ fD LO Lf) L0 M 6) f� t� Q� C� 00 t0 L1'� LO L1'� M Q) t0 h O 6) 6) M 6) p M 00 e0 ti Q1 C� r- C� C1 P_ C1 C� CO 00 h � � � ti � � � ti � ti ti ti ti ti ti ti ti ti ti ti ti ti STORMWATER MANAGEMENT : POND SECTION A-A SCALE: 1"=20' W NOTES: 1. ALL CONCRETE SHALL BE 4,000 P.S.I.OR GREATER. RIP-RAP OUTLET(R-4) LU 2. MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ASTM UNDERLINED WITH FILTER FABRIC WET POND DATA a DESIGNATION C-890-91. (GS-1, MIRAFI 60OX OR EQUAL) d � 3. STEPS ARE TO BE PLACED IN ALL INLET BOXES OVER 4' STONE SIZE:6"(12"MAX) POND ELEVATION AREA(S.F.) CUM. STORAGE (C.F.) DEEP. TOP OF BASIN WIDTH :28'(OUTFALL TO DITCH) BOTTOM OF POND EL. 171.00' 890 S.F. 0 C.F. r 4. OPENINGS IN TRASH RACKS ARE TO BE AT LEAST 3 INCHES. ELEV.= 179.00' ----BLANKET THICKNESS: EL. : 173.00' 2,143 S.F. 2,984 C.F. oo z ---------------------------------------------------- 5. USE PEAKED ROOF TRASH RACK MANUFACTURED BY _ 4 4 III- EL. : 175.00' 3,180 S.F. 8,172 C.F. - PLASTIC SOLUTIONS INC.,OR EQUAL. -III -III- 6. PLASTIC SOLUTIONS INC. III= PERM. POOL EL. : 176.25 3,941 S.F. 12,622 C.F. P.O.BOX4386 SPILLWAY ELEV.=178.50' _ _ A ��®� A WINCHESTER,VA 22604 PROJECT TITLE II I-III-III=III=11 -__ =III=III=III-III= EL. : 177.25 6,672 S.F. 18,692 C.F. ••• ��®� •... (540)-III=III=III=III=III-III-I _ _ III=III=III=III=III III=1I TOP OF POND EL. : 179.00 9,686 S.F. 33,553 C.F.III=III=III-III=III-III-III-I -_ _ _ _ _ _ _ _ _ _ _ _ _ -III-III-III-III=III=III=III=III-III- www.platic-solution.com 7. CONCRETE STRUCTURE MANUFACTURE TO PROVIDE =1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1 -I 1=1 1=1 1=1 1=1 1=1 III=III=III=III=III=III=III=III=III=III= FOREBAY DATA ®��®® • . ANTI-BOUANYCALCULATION,SHOWING COMPLIANCE WITH RETAIL STORE -III, III, III, III, III, III, III, III, III, III, III, ,III, III, III, III, III, III, - I, III, III, III, III, III, III, ,III, III, III, III, III, III, III, III, ,III, POND ELEVATION AREA(S.F.) CUM. STORAGE (C.F.) ACI 350 USING A FACTOR OF SAFETY OF 1.25,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE DUN N BOTTOM OF SPILLWAY: 20' BOTTOM EL. : 172.00' 194 S.F. 0 C.F. STATE OF NORTH CAROLINA TOP OF SPILLWAY:24' EL. : 173.00' 321 S.F. 258 C.F. EL. : 175.00' 683 S.F. 1,294 C.F. EMERGENCY SPILLWAY DETAIL TOP EL. : 176.25' 886 S.F. 2,273 C.F. PLAN PEAKED ROOF TRASH RACK NO SCALE GRATE ELEV.178.50' m®omm® GRATE: 179.28' / INV.IN: 176.94' / INV.IN: 1 6.94' U.S. HIGHWAY 301 RIP-RAP OUTLET PROTECTION � � I � � °' s"x s"ORIFICE � \ / DUNN �+ INV.: 177.60' UNDERLINED WITH GS-1 FABRIC ;" I /� \ HARNETT COUNTY, NC STONE SIZE=R-4 m 10'WIDE PUBLIC ACCESS 18" R.C.P.PIPE SHEET TITLE THICKNESS=18" AND MAINTENANCE EASEMENT I 18"RCP ;/ LENGTH: 10' a' EASEMENT AREA 16,164 SF INV.: 176.04' �$� INV.: 176.25' WIDTH 1:4.5' WIDTH 2:5.5' ��' o GROUTED LOW I I CONSTRUCTION ' 14"X23"ERCP 180 / SUMP EL.174.75' CHANNELF POST CONSTRU 6'WIDE VEGITATED SHELF INV.:176-25' I I 6"MIN •.:.:•:': ; .. :." 4" ORIFICE EDIT T 179 INV.: 176.25' STORMWATER :1 SLOPE, 178 $ M' PLAN 177.25' - M C ;i i "•�•• MANAGEMENT � •. ..•' : • : '::.•�. '•: ;'� � � RIP RAP OUTLET PROTECTION 10, ; :; ..:•. . '.. r. UNDERLINED WITH GS-1 FABRIC 176.25' 176 I _ _ WET PO N D / STONE SIZE=R-4 a: PR. STORMWATER 175 174 THICKNESS=18" 8" 6" 36" MANAGEMENT FACILITY #1 173 172 3.1 z LENGTH: 10' 10' WIDTH 1:4.5' 48" (WET POND) -- WIDTH 2: 11.5' ------ ---TOP ELEVATION: 179.00---------- .. 171.50'- BOTTOM ELEVATION (MAIN POND): 171.00' / BOTTOM ELEVATION (FOREBAY): 172.00' SECTION A-A PEAKED ROOF TRASH RACK STORAGE: 33,553 C.F. /" / 0 5 10 20 GRATE ELEV.178.50' - n SCALE: 1" 10' GABION BASKET / INV.: 177.60' FOREBAY WALL i - - - - O O C O C O 6ABOVE F / � ISSUE BLOCK TOP ELEV: 176.75' o 00 179 "'• "'• 179 12"RCP 20'FRONT SETBACK - FOi 18" R.C.P.PIPE CONNECT 4"ORIFICE TO 4"PVC WITH TEE FITTING AS SHOWN. INV.: 178.00' INV.: 176.25' 4" ORIFICE INV.: 176.25' F Cl) 178 -- - - - --- - - -----FO--- --F� -- --------- EX-RIGHT-OF-WAY 179 --- -------------- 178 f=�I : INVERT OF PIPE TO BE CAPPED OFF WITH A 1.25"ORIFICE ----- - -EX.12"WATER---- DRILLED INTO THE BOTTOM OF THE CAP AT ELEV 175 25 -- - SUMP EL.174.75' •• AGENCY SUBMISSION 180 ------ --------------- 179 - a 6' MIN GROUT FLOW CHANNEL FROM 3 9/23/24 - --------- --------------- ------ AGENCY SUBMISSION --------------------------------- ---------- ------------------------------ ----- ------ ------J ORIFICE TO OUTLET PIPE 2. 5/20/24 ------ -- -------------------- :. --- ----------------- ------ PR.C.B.:OS-1B 8' MIN. :. , •:'... : :,: AGENCY SUBMISSION STABILIZATION MATTING - EMERGENCY SPILLWAY -- ---- -- J 1. 4/22/24 _ GRATE: 178.510 J SLOPE (TYP.) - - - INVERT ELEVATION=178.50' �� INV.OUT: 176.25' MARK DATE DESCRIPTION MATTING TO BE UTILIZED ON SIDE TOP OF BERM=179.00' �--, - LAYER STATE: C-503 SLOPES OF POND AS SHOWN(TYP.) BLANKET THICKNESS(R-4)=18" PROJECT NO.: 2023218.00 ----------- (NAG S75 MATTING,OR APPROVED WIDTH=28.0' �� 8" 6" 24" 6.. 8' EQUAL,SHOULD BE UTILIZED FOR LENGTH= 20.0' / SIDE SLOPES) 36" DATE: 04/12/2024 -- _--__ -- - -I 1+0i� - - - 52.. SCALE: 1" = 10' -- ,-, z+oo 00 ----- ------------------------ ---- ------------------- DRAWN BY: THMS PROJ. MGR.: MDS SECTION B-B --- SHEET STORMWATER MANAGEMENT WET POND WETPOND OUTLET STRUCTURE DETAIL C-503 SCALE : 1"=20' SCALE: 1"=2' COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-4:21 pm Date: Steel Post Page: Date: Page: Date: Page: Single-lap spliced ends or begin new BECKER 8' Max. Standard Strength fabric with wire fence 4'MIN. SILT FENCE roll in an intermittent check slot 6' Max. Extra strength fabric without wire fence Wire Fence Overlap MORGAN COIIStrUCtlOn: Overcut channel 2" Longitudinal 1. Construct the sediment barrier of standard strength or extra strength 6"Min. to allow bulking anchor trench synthetic filter fabrics. seedbed 2. Ensure that the height of the sediment fence does not exceed 24 Plastic or preparation w Prepare soil and apply seed before O R P inches above the round. (Higher fences may impound volumes of Design Depth installing blankets, mats or other 9 9 Y p Wlre tleS temporary channel liner systems water sufficient to cause failure of the structure.) 3. Construct the filter fabric from a continuous roll cut to the length of the „ barrier to avoid joints.When joints are necessary, securely fasten the 18 24 ARCHITECTURE filter cloth only at a support post with 4 feet minimum overlap to the ENGINEERING next post. TOP OF SILT FENCE 4. Support standard strength filter fabric by wire mesh fastened securely MUST BE AT LEAST V Delaware ABOVE THE TOP OF to the upslope side of the posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire reinforcement,then fabric on the 8" down & 4" THE WASHED STONE Typical installation with erosion control blankets or turf reinforcement mats NOTES: 309 South Governors Avenue r W W W 1. Terminal anchor trenches are required at RECP endsand minimum 50 pound tensile strength. 24" trench W W Dover, 4 upslope side of the fence post.Wire or plastic zip ties should have a forward along the intermittent check slots must be constructed across 302 7334.7950 5. When a wire mesh support fence is used, space posts a maximum of �° channels at 25 foot intervals. Terminal anchor trenches The Tower at STAR Campus 8 feet apart. Supports should be driven securely into the ground a Filter Fabric STEEL FENCE POST - _ - _III should be a minimum of 12 inches in depth and 6 inches 100 Discovery Boulevard, Suite 102 minimum of 24 inches. WIRE FENCE II - I I-I I III 12 in width. Intermittent check slots should be 6 inches deepNewark,DE 19713 6. Extra strength filter fabric with 6 feet post spacing does not require Wire Fence Filter Fabric FRONT VIEW I-I I I I I=III -6"Min.- 302.369.3700 MIi and 6 inches wide. wire mesh support fence. Securely fasten the filter fabric directly to BURY WIRE FENCE, Intermittent check slot Longitudinal anchor trench Terminal slope and channel anchor trench Maryland posts.Wire or plastic zip ties should have a minimum of 50 pound HARDWARE CLOTH p 2. Design velocities exceeding 2 feet/second require p p p Plastic or FILTER FABRIC, Stakes at tensile strength. AND HARDWARE temporary blankets, mats or similar liners to protect seed 312 West Main Street, Suite 300 Backfill trench 7. Excavate the trench approximately 4 inches wide and 8 inches deep Wire FILTER OF#57 CLOTH IN TRENCH 3'-5' intervals Salisbury,MD 21801 pp y p and soil until vegetation becomes established �', alongthe proposed line of the posts and upslope from the barrier. and Compact WASHED STONE °off STEEL FENCE POST �° 410.546.9100 p p p °0�00 SET MAX 2'APART 3. Grass-lined channels with design velocities exceeding 6 8. Place 12 inches of fabric along the bottom and side of the trench. thoroughly o�cc�b0 MIN.18"INTO SOLID feet/second should include turf reinforcement mats. North Carolina 9. Backfill the trench with soil placed over the filter fabric and compact. Steel Post oQ�°oo°b 0 GROUND Thorough compaction of the backfill is critical to silt fence o °�Q�°g�° T FILTER FABRIC �D �° 4. Check slots to be constructed per manufacturers 3333 Jaeckle Drive, Suite 120 performance. -� 0� og�°o 10 ON GROUND NOTES: specifications. Wilmington,NC 28403 p Upslope o�0� 00 Initial channel anchor trench 10. Do not attach filter fabric to existing trees. . 8-600 to ° 1. Hardware cloth and gravel should overlay the silt fence at least 12 inches. �° �° 5. Staking or stapling layout per manufacturers specification. 910.341.7600 4• cbq�o ocb g o �° o c ° °Q�o° go 2. Stone outlets should be placed on low elevation areas of silt fence and caa°� 6. 11 gauge, at least 6 inch by 1 inch staples or 12 inch www.beckermorgan.com Maintenance: 'Mtn:. °�b°�0 g o °off o p ob°o�b�o°o°o o`�'° o° based on field conditions. °° -Check Slots at 25' minimum length wooden stakes are recommended for 1. Inspect sediment fences at least once a week and after each 1 inch 8" Min. anchoring. Y q p Y MAINTENANCE: rainfall. Make an required repairs immediate) intervals �, �° 7. Do not stretch blankets/matting tight-allow the rolls to .�` N CAR ',, 2. Should the fabric of a sediment fence collapse,tear, decompose, or 24 1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch .. Off/ become ineffective, replace it promptly. or greater rainfall event. Complete any required repairs immediately. MAINTENANCE: conform to any irregularities. ESS%p � 3. Remove sediment deposits as necessary to provide adequate storage BURY WIRE FENCE BURY 6"OF UPPER EDGE OF 1. Inspect Rolled Erosion Control Products at least weekly and after each significant (1 inch or greater) rainfall event; repair immediately. volume for the next rain and reduce pressure on the fence.Take care AND HARDWARE CLOTH FILTER FABRIC IN TRENCH Freshen stone when sediment accumulation exceeds 6 inches. Keep p 2. Good contact with the ground must be maintained, and erosion must not occur beneath the RECP. to avoid undermining the fence during cleanout. mesh free of debris to provide adequate flow. 2. Remove sediment when half of stone outlet is covered. 3. Any areas of the RECP that are damaged or not in close contact with the ground shall be repaired and stapled. - 049463 4. Remove all fencing materials and unstable sediment deposits and SECTION VIEW 4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and the eroded area protected. ^ `'•'• bring the area to grade and stabilize it after the contributing drainage CROSS SECTION VIEW 3. Replace stone as needed to facilitate de-watering. area has been properly stabilized. 5. Monitor and repair the RECP as necessary until ground cover is established. %�/ •FNGINE� Q�NNN�� p p Y 0, ' - �''•y�EL RIE NORTH CAROLINA ' NORTH CAROLINA NORTH CAROLINA 47�'Environmental Quality s Environmental Quality ti SILT FENCE SILT FENCE OUTLET Environmental ROLLED EROSION CONTROL PRODUCTS (RECP) FOR CHANNELS EFFECTIVE DATE:11/1212C Date: NON-INVASIVE PERMANENT SEEDING Page: Date: Page: Date: Page: RECOMMENDATIONS FOR FALL Anchor 6"x6" min. Trench SEEDING MIXTURE NON-INVASIVE PERMANENT SEEDING and Staple at 12" intervals Species Rate RECOMMENDATIONS FOR LATE ................................... Hard Fescue 15 Ibs/acre WINTER AND EARLY SPRING ..........................TEMPORARY SEEDING RECOMMENDATIONS TEMPORARY SEEDING TEMPORARY SEEDING Staple Overlaps Min. ......... .......................... ...... Switchgrass 2.5-3.5 Ibs/acre* SEEDING MIXTURE FOR LATE WINTER AND EARLY SPRING RECOMMENDATIONS FOR SUMMER RECOMMENDATIONS FOR FALL Overlap Seeding Mixture Indian Grass 5-7 Ibs/acre* Species Rate Max. 5" spacing Seeding Mixture Seeding Mixture NON-INVASIVE PERMANENT SEEDING Big Bluestem 5-7 Ibs/acre* Centipede 5 Ibs/acre g g RECOMMENDATIONS FOR SUMMER Indian Woodoats 1.5-2.5 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/acre* Species Rate (lb/acre) Species Rate (lb/acre) Species Rate (lb/acre) Bring material down to a Rye (grain) 120 level area turn the end Virginia Wild Rye 4-6 Ibs/acre* Virginia Wild Rye 4-6 Ibs/acre* German millet 40 Rye (grain) 120 SEEDING MIXTURE Annual lespedeza (Kobe in 50 under 4° and Staple at 12° - Piedmont and Coastal Plain, In the Piedmont and Mountains, a Seeding Dates Species Rate *Depending upon mix with other species. See table *Depending upon mix with other species. See table intervals. - -- Indian Woodoats 1.5-2.5 Ibs/acre Korean in Mountains) small-stemmed Sudangrass may be Mountains-Aug. 15- Dec. 15 _......:-� �r * 6.11.d from Chapter 6 of the NC Erosion and Sediment 6.11.d from Chapter 6 of the NC Erosion and Sediment „ 12 Virginia Wild Rye 4-6 Ibs/acre Control Planning and Design Manual. Omit annual lespedeza when duration of substituted at a rate of 50 lb/acre. Coastal Plain and Piedmont-Aug. 15 - Dec. 31 ---- 6 Min. 9 9 Control Planning and Design Manual. cover is not to extend beyond June. Seeding Dates Y g Mulch --- ---- --------- temporaryOverlap *Depending upon mix with other species. -- ------ --- - See table 6.1 1 A from Chapter 6 of the NC Seeding Dates Seeding Dates Seeding Dates Mountains-May 15 -Aug. 15 Apply 4,000 lb/acre straw. Anchor straw by p Mountains- Hard Fescue- Aug 1 -June 1 Coastal or Eastern Piedmont for Centipede-Sept. 1 - Mountains-Above 2500 feet: Feb. 15 - May 15 Piedmont-May 1 -Aug. 15 tackingwith asphalt, netting, or a mulch NOTES: Erosion and Sediment Control Planning p p Below 2500 feet: Feb. 1- May 1 Coastal Plain-Apr. 15-Aug. 15 p g� Terminal slope and channel anchor trench Mountains-Switchgrass, Indian Grass, Big Bluestem- May 1 y p 9 anchoring tool. A disk with blades set nearly 1. Lime, fertilizer and seed before installation. Planting of shrubs,trees, etc. and Design Manual. Dec 1 -April Coastal and Piedmont for Indian Woodoats and Virginia Piedmont-Jan. 1 - May 1 Mulch straight can be used as a mulch anchoring tool. should occur after installation MAINTENANCE:ril 15 Piedmont and Coastal-Switchgrass, Indian Grass, Big Wild Rye- Feb 15-April 1 Coastal Plain-Dec. 1 -Apr. 15 Apply 4,000 lb/acre straw. Anchor straw Maintenance 2. Slope surface shall be smooth before placement for proper soil contact. 1. Inspect Rolled Erosion Control Products Seeding Dates Pp Y p p p p Bluestem- Dec 1 -April 1 Mountains for Indian Woodoats and Virginia Wild Rye- Mountains-July 15-Aug 15 Mulch by tacking with asphalt, netting, or Repair and refertilize damaged areas 3. For installation on a slope, lace RECP 2-3 feet over the to of the sloe at least weekly and after each rain 1.0 Piedmont-Aug5-Oct 15 Coastal- Indian Woodoats and Virginia Wild Rye- March 1 - May 15 Apply 4,000 lb/acre straw. Anchor straw b mulch anchoringtool. A disk with blades immediate) To dress with 50 lb/acre of nitrogen p p p p g Sept 1 - Nov 1 pp y y y' p g and into an excavated end trench measuring approximately 12 inches inch or greater; repair immediately. Maintenance: tacking with asphalt, netting, or a mulch set nearly straight can be used as a in March. If it is necessary to extend temporary 2. Good contact with the round must be PROJECT TITLE Maintenance: anchoringtool. A disk with blades set near) mulch anchoringtool. cover beyond June 15, overseed with 50 lb/acre deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom g Maintenance: Significant maintenance may be required to obtain y y maintained, and erosion must not occur Indian Woodoats and Virginia Wild Rye Hard Fescue is not recommended for slopes > 5%. straight can be used as a mulch anchoring tool. Kobe Piedmont and Coastal Plain or Korean of the trench, backfill and compact. Unroll the RECP down the slope P desired cover once centipede is planted. Acceptable for g g Maintenance ( ) RETAIL STORE are both sun and shade tolerant. beneath the RECP. Prefers shade. sodding. Maintenance Refertilize if growth is not fully adequate. (Mountains) lespedeza in late February or early maintaining direct contact between the soil and RECP. Reseed, refertilize and mulch immediate) March. 3. An areas of the RECP that are SEED BED PREPARATION: Refertilize if growth is not fully adequate. Y 4. Pin RECP to the ground using staples or pins in a 3 foot center-to-center y LIMING-Apply lime according to soil test recommendations. If the pH (acidity)of the soil is not known,an application of ground agricultural limestone at the rate of 1 to 1 z tons/acre on Reseed, refertilize and mulch immediately following erosion or other damage. pattern. damaged or not in close contact with DUN N coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate into the top 4-6 inches of soil.Soils with a pH of 6 or following erosion or other damage. 5. Design velocities exceeding 2 feet/second require temporary blankets, the ground shall be repaired and higher need not be limed. Stapled. FERTILIZER-Base application rates on soil tests.When these are not possible,apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated mats or similar liners to protect seed and soil until vegetation becomes into the to 4-6 inches of soil. If a hydraulic seeder is used,do not mix seed and fertilizer more than 30 minutes before application. SEED BED PREPARATION: 4. If erosion occurs due to poorly p Y pp established. SURFACE ROUGHENING-If recent tillage operations have resulted in a loose surface additional roughening may not be required,except to break up large clods. If rainfall causes the LIMING-Apply lime according to soil test recommendations. If the pH(acidity)of the soil is not known,an application of ground agricultural limestone at the rate of 1 to 1 2 tons/acre on controlled drainage, the problem shall surface to become sealed or crusted,loosen it just prior to seeding by raking,harrowing,or other suitable methods for fine grading.The finished grade shall be a smooth even soil coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate into the top 4-6 inches of soil.Soils with a pH of 6 or 6. If there is a berm at the top of slope, anchor upslope of the berm. g surface with a loosen uniformly fine texture.All ridges and depressions shall be removed and filled to provide the approved surface drainage. Planting is to be done immediately higher need not be limed. 7. Staking or stapling layout per manufacturers specification. be fixed and eroded area protected. after finished grades are obtained and seedbed preparation is completed. FERTILIZER-Base application rates on soil tests.When these are not possible,apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre.Both fertilizer and lime should be incorporated into 5. Monitor and repair the RECP as the top 4-6 inches of soil. If a hydraulic seeder is used,do not mix seed and fertilizer more than 30 minutes before application. 8. 11 gauge, at least 6 inch by 1 inch staples or 12 inch minimum length NOTES: SURFACE ROUGHENING-If recent tillage operations have resulted in a loose surface additional roughening may not be required,except to break u large clods. If rainfall causes the necessary until ground cover is 1. Permanent seeding,sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table. g p g g y q p p g wooden stakes are recommended for anchoring. 2. A North Carolina Department of Agriculture soils test or equal)is highly recommended to be obtained for all areas to be seeded,sprigged,sodded or planted. surface to become sealed or crusted, loosen it just prior to seeding by raking,harrowing,or other suitable methods for fine grading.The finished grade shall be a smooth even soil established. p g ( g y enp surface with a loosen uniformly fine texture.All ridges and depressions shall be removed and filled to provide the approved surface drainage. Planting is to be done immediately after 9. Do not stretch blankets/matting tight, allow the rolls to conform to any 3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover.Soil blankets may be used finished grades are obtained and seedbed preparation is completed. in lieu of nurse crops. Mat,tack or crimp mulch,as needed to stabilize seeded areas until root establishment. Mulch must be applied uniformly over the soil with a cover density g p pirregularities. of at least 80%. 10. For slopes less than 3H:1 V, rolls may be placed in horizontal strips. U.S. HIGHWAY 301 4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion. DUNN NORTH CAROLINA �' NORTH CAROLINA ` NORTH CAROLINA 'Environmental Quality Environmental Quality ' Environmental Quality PERMANENT SEEDING RECOMMENDATIONS TEMPORARY SEEDING RECOMMENDATIONS ROLLED EROSION CONTROL PRODUCTS (RECP) FOR SLOPES HARNETT COUNTY, NC SHEET TITLE Date. PART II,SECTION G,ITEM(4) Page' Date' PART III Page: EROSION AND DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR SELF-INSPECTION,RECORDKEEPING AND REPORTING SEDIMENT C O N T RO CLOSE OUT SECTION B:RECORDKEEPING Sediment basins and traps that receive runoff from drainage areas of 1. E&SC Plan Documentation DETAILS one acre or more shall use outlet structures that withdraw water from Self Inspection Timeframes Item to Document Document Requirements The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved the surface when these devices need to be drawn down for Inspect Frequency Inspection records must include: (a)Each E&SC measure has been installed and Initial and date each E&SC measure on a copy of the E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items maintenance or close out unless this is infeasible. The (during normal does not significantly deviate from the locantions, approved E&SC plan or complete,date and sign an pertaining to the E&SC plan shall be kept on site and available for inspection at all times during circumstances in which it is not feasible to withdraw water from the business hours) dimensions and relative elevations shown on the inspection report that lists each E&SC measure shown on normal business hours. 1 Rain gauge Dail Dail rainfall amounts. approved E&SC plan the approved E&SC plan.This documentation is required 2.Additional Documentation to be Kept on Site surface shall be rare(for example,times with extended cold ( ) g g Y Y p weather). Non-surface withdrawals from sediment basins shall be maintained in If no daily rain gauge observations are made during weekend on holiday upon the initial installation of the E&SC measures are modified after initial installation. In addition to the E&SC plan documents above,the following items shall be kept on the allowed onlywhen all of the following criteria have been met: good working periods,and no individual-day rainfall information is available, record the ( ) p grading p copy pp p p g g b A phase of radin has been completed Initial and date a co of the approved E&SC Ian or site and available for inspectors at all times during normal business hours,unless the order cumulative rain measurement for those unattended days(this will determine if complete,date and sign an inspection report to indicate Division provides a site-specific exemption based on unique site conditions that make a site inspection is needed).days on which no rainfall occurred shall be completion of the construction phase. (a) The E&SC plan authority has been provided with recorded as"Zero."The permittee may use another rain-monitoring device this requirement not practical: (c)Ground cover h located and installed in Initial and date a copy of the approved E&SC plan is This General Permit as well as the Certificate of documentation of the non-surface withdrawal and the specific time approved b the Division. (a) Coverage,after it is received. PP Y accordance with the approved E&SC plan. complete,date and sign an inspection report to indicate periods or conditions in which it will occur. The non-surface compliance with approved round ecifications. (b) Records of inspections made during the previous twelve months. The permittee shall record withdrawal shall not commence until the E&SC plan authority has (2)E&SC At least once per 7 1.Identification of the measures inspected pp g covers p the required observations on the Inspection Record Form provided by the Division or a similar Measures calendar days and 2.Date and Time of the inspection (d)the maintenance and repair requirements for Complete,date and sign an inspection report inspection form that includes all the required elements. Use of electronicall available records approved these items, P 4 Y within 24 hours of 3.Name of the person performing the inspection all E&SC measures have been performed. in lieu of the required paper copies will be allowed if shown to provide equal access and utility (b) The non-surface withdrawal has been reported as an a rain event>_1.0 4.Indication of whether the measures were operating properly anticipated bypass in accordance with Part III,Section C,Item 2 c (e)Corrective actions have been taken to E&SC Initial and date a copy of the approved E&SC plan or as the hard-copy records. P YP ( )( ) inch in 24 hours 5.Description of maintenance needs for the measure measures. complete,date and sign an inspection report to indicate the 3.Documentation to be Retained for Three Years and(d)of this permit, 6.Description,Evidence,and date of corrective actions taken completion of the corrective action c Dewaterin discharges are treated with controls to minimize All data used to complete the e-NOI and all inspection records shall be maintained for a period ( ) 9 9 discharge stormwater calendar least once per 7 1. Identification of the discharge outfalls inspected of three years after project completion and made available upon request.[40 CFR 122.41] discharges of pollutants from stormwater that is removed from the discharge calendar days and 2. Date and Time of the inspection sediment basin. Examples of appropriate controls include properly outfalls(SDOs) within 24 hours of 3. Name of the person performing the inspection PART III sited,designed and maintained dewatering tanks,weir tanks,and a rain event>_1.0 4. Evidence of indicators of stormwater pollution such as oil SELF-INSPECTION,RECORDKEEPING AND REPORTING filtration systems, inch in 24 hours sheen,floating or suspended solids or discoloration ISSUE BLOCK 5. Indication of visible sediment leaving the site SECTION C:REPORTING (d) Vegetated,upland areas of the sites or a properly designed 9 stone pad is used to the extent feasible at the outlet of the 6. Description,Evidence,and date corrective actions taken Occurrence Reporting Timeframe(After Discovery)and Other Requirements Perimeter least once per vise Sedimentation s found outside site limits, en record of following 1.Occurrences that Must be Reported dewatering treatment devices described in Item(c)above, (4)Pi t At l t 7 If visible Sdi tti i f dtidit liit then df the fllig P (a)Visible sediment •Within 24 hours,an oral or electronic notification. of Site calendar days and shall be made: Permittees shall report the following occurrences: (e) Velocity dissipation devices such as check dams,sediment y deposition in a stream or .Within 7 Calendar Days,a report that contains a description of the sediment and traps,and riprap are provided at the discharge points of all within 24 hours of 1) Actions taken to clean up or stabilize sediment that has left the site limits (a) Visible sediment deposition in a stream or wetland. wetland actions taken to address the cause of the deposition.Division staff may waive the dewatering devices,and a rain event>_1.0 2) Description,Evidence and date of corrective actions taken (b) Oil spills if: requirement for a written report on a case-by-case basis. 3 ex as to the actions taken to control future releases inch in 24 hours ) An explanation P They are 25 gallons or more, •If the stream is named on the NC 303(d)list as impaired for sediment-related caused, (f) Sediment removed from the dewatering treatment devices described in Item c above is disposed of in a manner that does not (5)Streams or At least once per 7 If the stream or wetland has increased visible sedimentation or has visible They are less than 25 gallons but cannot be cleaned up within 24 hours, the permittee may ti required to perform additional monitoring,inspections or apply ( ) p more stringent practices if staff determine that additional requirements are needed to wetlands calendar days and increased turbidity from the construction activity,then a record of the following They cause sheen on surface waters(regardless of volume),or cause deposition of sediment into waters of the United States. assure compliance with the federal or state impaired-waters conditions. onsite or within 24 hours of shall be made: They are within 100 feet of surface waters(regardless of volume). 1 Description,Evidence and date of corrective actions taken (b)Oil spills and release of .Within 24 Hours,an oral or electronic notification.The notification shall include AGENCY SUBMISSION offsite(where a rain event>_1.0 ) P (c) Releases of hazardous substances in excess of reportable quantities under Section 311 hazardous substances 3. 9/23/24 PART III 2)Records of required reports to the appropriate Division Regional Office per information about the date,time,nature,volume and location of the spill or release SELF-INSPECTION,RECORDKEEPING AND REPORTING accessible) inch in 24 hours Part III,Section C,Item(2)(a)of this permit of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA per item 1(b)-(c)above (Ref:40 CFR 302.4)or G.S.143-215.85. (c)Anticipated bypasses •A report at least ten days before the date of the bypass,if possible.The report shall 2. 5/20/24 AGENCY SUBMISSION SECTION A:SELF-INSPECTION (6)Ground After each phase 1.The phase of grading(installation of perimeter E&SC measures,clearing 40 CFR 122.41 m 3 include an evaluation of the anticipated quality and effect of the bypass.p (d) Anticipated bypasses and unanticipated bypasses. [ ( )( )1 p q Y YP Self-inspections are required during normal business hours in Stabilization of grading and grubbing,installation of storm drainage facilities,completion of all (d)Unanticipated Within 24 Hours,an oral or electronic notification 1 4/22/24 AGENCY SUBMISSION accordance with the table below. When adverse weather or site Measures land-disturbing activity,construction or redevelopment,permanent ground (e) Noncompliance with the conditions of this permit that may endanger health or the environment. bypasses[40 CFR Within 7 calendar days,a report that includes an evaluation of the quality and effect conditions would cause the safety of the inspection personnel to be cover) 2.Reporting Timeframes and Other Requirements 122.41(m)(3)] of the bypass. MARK DATE DESCRIPTION 2.Documentation that the required ground stabilization measures have been LAYER STATE: C-504 in jeopardy,the inspection may be delayed until the next business After a permittee becomes aware of an occurrence that must be reported,he shall contact the (e)Noncompliance with Within 24 Hours,an oral or electronic notification day on which it is safe to perform the inspection. In addition,when appropriate provided within the required timeframe or assurance that they will be a ro riate Division regional office within the timeframes and in accordance with the other the conditions of this Within 7 calendar days,a report that contains a description of the noncompliance, PROJECT NO.: 202321 8.00 a storm event of equal to or greater than 1.0 inch occurs outside of provided as soon as possible requirements listed below. Occurrences outside normal business hours may also be reported permit that may endanger and its causes;the period of noncompliance,including exact dates and times,and if enc to the Department's Environmental Emergency ( )Center personnel at 800 858-0368. health or the environment the noncompliance has not been corrected,the anticipated time noncompliance is DATE: 04/12/2024 normal business hours,the self-inspection shall be performed upon NOTE:The rain inspection resets the required 7 calendar day inspection requirement. [40 CFR 122.41(1)(7)] expected to continue;and steps taken or planned to reduce,eliminate and prevent the commencement of the next business day. Any time when reoccurrence of the noncompliance.[40 CFR 122AII(I)(6). SCALE: NONE inspections were delayed shall be noted in the Inspection Record. Division staff may waive the requirement for a written report on a case-by-case See Self Inspection Timeframes table to the right for guidelines on basis. frequency of inspections and required aspects of records. DRAWN BY: THMS PROD. MGR.: MDS SHEET ° NORTH CAROLINA 't '' NORTH CAROLINA Y 'Environmental NCG-01 RECORDKEEPING AND REPORTING C-50 IEnvironmentalQuality NCG-01 SELF INSPECTION COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-4:22pm Date: SECTION E:GROUND STABILIZATION GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE Page: Date: ONSITE CONCRETE WASHOUT CONCRETE WASHOUTS Page: Required Ground Stabilization Timeframes WITH THE NCG01 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER 1. Do not discharge concrete or cement slurry from the site. BECKER 10 MIL NOTES: Implementing the details and specifications on this plan sheet will result in the construction A PLASTIC 1. ACTUAL LOCATION 2. Dispose of,or recycle settled, hardened concrete residue in accordance Stabilize within LINING this man calendar activity being considered compliant with the Ground Stabilization and Materials Handling 0 0 0 0 1:1 DETERMINED IN FIELD with local and state solid waste regulations and at an approved facility. • � � Site Area Description y Timeframe variations sections of the NCG01 Construction General Permit(Sections E and F,respectively). The SILT SIDE SLOP SANDBAGS(TYP.) 2. THE CONCRETE days after ceasing 0 0 FENCE (TYP.) OR STAPLES WASHOUT 3. Manage washout from mortar mixers in accordance with the above item land disturbance permittee shall comply with the Erosion and Sediment Control plan approved by the delegated STRUCTURES SHALL and in addition place the mixer and associated materials on impervious authority having jurisdiction.All details and specifications shown on this sheet may not apply 0 0 BE MAINTAINED WHEN (a) Perimeter dikes, depending on site conditions and the delegated authority having jurisdiction. 0 0 3-0 THE LIQUID AND/OR barrier and within lot perimeter silt fence. swales,ditches,and 7 None MIN. SOLID REACHES 75% 4. Install temporary concrete washouts per local requirements,where perimeter slopes 0 O O O SANDBAGS(TYP.) &X' OF THE STRUCTURES P P EARTHEN STOCKPILE MANAGEMENT A OR STAPLES MAX. CAPACITY. applicable. If an alternate method or product is to be used,contact your b Hi Water 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 3. CONCRETE WASHOUT approval authority for review and approval. If local standard details are ( ) High Quality 7 None SECTION A-A BELOW GRADE WASHOUT STRUCTURE STRUCTURE NEEDS TO (HOW)Zones feet away from storm drain inlets,sediment basins,perimeter sediment controls and NOT TO SCALE BE CLEARLY MARKED not available, use one of the two types of temporary concrete washouts ARCHITECTURE surface waters unless it can be shown no other alternatives are reasonably available. WITH SIGNAGE NOTING provided on this detail. P 9 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five CONCRETE CLEARLY MARKED If slopes are 10 feet or less in length HIGH DEVICE. c Slopes steeper p g p COHESIVE& SIGNAGE 5. Do not use concrete washouts for dewatering or storing defective curb or ENGINEERING ( ) P P 7 and are not steeper than 2:1, 14 days LOW FILTRATION wasrour NOTING DEVICE P Y feet from the toe of stock Ile. NOTES: than 3:1 are allowed P SOIL BERM (18"X24"MIN.) 1. ACTUAL LOCATION sidewalk sections. Stormwater accumulated within the washout may not 3. Provide stable stone access point when feasible. 10'MIN DETERMINED IN FIELD be pumped into or discharged to the storm drain system or receiving Delaware 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with g SANDBAGS(TYP.) 2. THE CONCRETE surface waters. Liquid waste must be pumped out and removed from -7 days for slopes greater than 50' ,OMIL OR STAPLES WASHOUT STRUCTURES q p p 309 South Governors Avenue the approved plan and any additional requirements. Soil stabilization is defined as PLASTIC IGH ro ect. in length and with slopes steeper o o COHESIVE& SHALL BE MAINTAINED P 1 vegetative,physical or chemical coverage techniques that will restrain accelerated 0 0 LOW FILTRATION than 4:1 SIDE solL BE WHEN THE LIQUID 6. Locate washouts at least 50 feet from storm drain inlets and surface Dover, DE 19904 (d) Slopes 3:1 to 4:1 14 7 days for perimeter dikes,swales, erosion on disturbed soils for temporary or permanent control needs. 0 O SLOPE AND/OR SOLID REACHES 302.734.7950 Y P (TYPO 75%OF THE waters unless it can be shown that no other alternatives are reasonably ditches,perimeter slopes and HQW 0 0 10'MIN =11 it l STRUCTURES CAPACITY available. At a minimum, install protection of storm drain inlet(s)closest to The Tower at STAR Campus -IIIZones HERBICIDES,PESTICIDES AND RODENTICIDES 0 O ! HOLDING TO ICAPADE CITY ATE the washout which could receive spills or overflow. 100 Discovery Boulevard, Suite 102 -10 days for Falls Lake Watershed 1. Store and apply herbicides,pesticides and rodenticides in accordance with label 0 0 0 �{ KMAx. WITH A MINIMUM 12 7. Locate washouts in an easily accessible area,on level ground and install Newark,DE 19713 restrictions. y y y It V N INCHES OF FREEBOARD. -7 days for perimeter dikes,swales, B SANDBAGS(TYP.) 3. CONCRETE WASHOUT a stone entrance pad in front of the washout. Additional controls may be 302.369.3700 2. Store herbicides,pesticides and rodenticides in their original containers with the label, OR STAPLES STRUCTURE NEEDS TO e Areas with 4:1 ditches,perimeter slopes and HOW SECTION B-B required by the approving authority. ( ) slopes 14 which lists directions for use,ingredients and first aid steps in case of accidental BE CLEARY MARKED Maryland flatter than 4:1 Zones poisoning. ABOVE GRADE WASHOUT STRUCTURE WITH SIGNAGE NOTING 8. Install at least one sign directing concrete trucks to the washout within the -10 days for Falls Lake Watershed 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is possible DEVICE. I project limits. Post signage on the washout itself to identify this location. 312 West Main Street, Suite 300 unless there is zero slope or where they may spill or leak into wells,stormwater drains,ground water or surface PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity Salisbury,MD 21801 Note:After the permanent cessation of construction activities,any areas with temporary water. If a spill occurs,clean area immediately. 1. Install portable toilets on level ground,at least 50 feet away from storm drains, to limit overflow events. Replace the tarp,sand bags or other temporary 410.546.9100 ground stabilization shall be converted to permanent ground stabilization as soon as 4. Do not stockpile these materials onsite. streams or wetlands unless there is no alternative reasonably available. If 50 foot structural components when no longer functional. When utilizing North Carolina practicable but in no case longer than 90 calendar days after the last land disturbing offset is not attainable, provide relocation of portable toilet behind silt fence or alternative or proprietary products,follow manufacturer's instructions. activit round stabilization shall be maintained in a manner to render the POLYACRYLAMIDES(PAMS)AND FLOCCULANTS Y� Temporary P Y 9 place on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and 3333 7aeckle Drive, Suite 120 surface stable against accelerated erosion until permanent ground stabilization is 1. Select flocculants that are appropriate for the soils being exposed during construction, dispose of in an approved disposal facility. Fill It 2. Provide staking or anchoring of portable toilets during periods of high winds or in p pp p y. pit, if applicable,and Wilmington,NC 28403 achieved. selecting from the NC DWR List of Approved PAMS/Flocculants. stabilize an disturbance caused b removal of washout. 910.341.7600 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. high foot traffic areas. Y Y 3. Apply flocculants at the concentrations specified in the NC DWR List ofA roved 3. Monitor portable toilets for leaking and properly dispose of any leaked material. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE www.beckermorgan.com GROUND STABILIZATION SPECIFICATION pp Y p pp Utilize a licensed sanitary waste hauler to remove leaking portable toilets and g Stabilize the ground sufficiently so that rain will not dislodge the PAMS/Flocculants and in accordance with the manufacturer's instructions. Y 9 p 1. Never bury or burn waste. Place litter and debris in approved waste containers. 4. Provide ondin area for containment of treated Stormwater before discharging offsite. replace with properly operating unit. soil. Use one of the techniques in the table below: P 9 9. 9 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash Temporary Stabilization Permanent Stabilization 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or PAINT AND OTHER LIQUID WASTE receptacle)on site to contain construction and domestic wastes. � N C gR0'i,�'. Temporary grass seed covered Permanent grass seed covered with straw surrounded by secondary containment structures. 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 3. Locate waste containers at least 50 feet away from storm drain inlets and �� Z/ or other mulches and tackifiers ESS/D•'•. with straw or other mulches 2. Locate aint washouts at least 50 feet awa from storm drain inlets and surface surface waters unless no other alternatives are reasonably available. F EQUIPMENT AND VEHICLE MAINTENANCE P Y 'O 9 and tackifiers. Geotextile fabrics such as permanent soil q� waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of Hydroseeding reinforcement matting 1. Maintain vehicles and equipment to prevent discharge of fluids. Rolled erosion control products Hydroseeding 2. Provide drip pans under any stored equipment. 3. Contain liquid wastes in a controlled area. runoff from upland areas and does not drain directly to a storm drain,stream or with or without temporary grass Shrubs or other permanent plantings wetland. 049463 p ry g 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the 4. Containment must be labeled,sized and placed appropriately for the needs of site. seed covered with mulch project. 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from 5. Cover waste containers at the end of each workday and before storm events or = C- A ro riatel applied straw or Uniform and evenly distributed ground cover provide secondary containment. Repair or replace damaged waste containers. pp p Y pp 4. Collect all spent fluids,store in separate containers and properly dispose as hazardous construction sites. P y P P g F �,•' sufficient to restrain erosion other mulch waste(recycle when possible). 6. Anchor all lightweight items in waste containers during times of high winds. : /C CINE�• Plastic sheetingStructural methods such as concrete, ', asphalt or retaining walls 5. Remove leaking vehicles and construction equipment from service until the problem HAZARDOUS AND TOXIC WASTE 7. Empty waste containers as needed to prevent overflow. Clean up immediately if ��y�EL R\E� `� Rolled erosion control products with grass has been corrected. 1. Create designated hazardous waste collection areas on-site. containers overflow. seed 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products to 2. Place hazardous waste containers under cover or in secondary containment. 8. Dispose waste off-site at an approved disposal facility. a recycling or disposal center that handles these materials. 3. Do not store hazardous chemicals,drums or bagged materials directly on the 9. On business days,clean up and dispose of waste in designated waste ground. containers. TH CAROLINA TH CAROLINA EnOvironmental Quality-Environmental Quality NCG-01 GROUND COVER ' NCG-01 MATERIALS HANDLING Date: Page: DATE: PAGE: �O 0 0 NATURAL NOTES:GROUND -\ 1 . Clear the area of all debris that might hinder excavation and Q Jut M� CLASS B disposal of spoil. n ortoF RIPRAP 2. Install the Class B or Class 1 riprap in a semi-circle around the pipe Cl- r°�tof inlet. The stone should be built up higher on each end where it ties 0 0o yOUs o o � e PIPE INVERT, into the embankment. The minimum crest width of the riprap should o C? o o be 3 feet, with a minimum bottom width of 11 feet. The minimum 0 0 0 0 0 0 o O o 0 0 0 0 0 0 36 PIPE MAX. PROJECT TITLE height should be 2 feet, but also 1 foot lower than the embankment FLOW o of diversions. RETAIL STORE 2 o 3. A 1 foot thick layer of NC DOT #5 or #57 stone should be placed on � DUNN \�\�\�\�\ o the outside slope of the riprap. 6 Min. o 0 0 0 0 0 0 0 0 \ 4. The sediment storage area should be excavated around the outside �i �� o 0 0 0\\0 0 0 0 0 0 o\a\�\o of the stone horseshoe 18 inches below natural grade. O O O O O 0 0 'S, RIPRAP 5. When contributing drainage area has been stabilized, remove the � �ti� HEADWALL pipe and rock, fill depression, establish final grading elevations, 2-3 Course Aggregate P compact the area properly, and stabilize with ground cover. \ Construction: Maintenance: MAINTENANCE: 1. Clear the entrance and exit area of all vegetation, roots, 1. Per NCG-01 inspect at least once a week and after each 1 FILTER BERM NCDOT 1 . Inspect all measures at least weekly and after each rainfall of 1 .0 U.S. HIGHWAY 301 and other objectionable material and properly grade it. inch or greater rainfall; make any required repairs #5 OR #57 WASHED inch or greater and repair immediately. DUNN 2. Place the gravel to the specific grade and dimensions immediately. STONE 2. Remove sediment and restore the sediment storage area to its HARNETT COUNTY NC shown on the plans, and smooth it. 2. Maintain the gravel pad in a condition to prevent mud or RIPRAP HEADWALL, V MIN. original dimensions when the sediment has accumulated to one-half SHEET TITLE 3. Provide drainage to carry water to a sediment trap or sediment from leaving the construction site. This may HEIGHT FROM ROAD other suitable outlet. require periodic topdressing with 2 inch stone. SHOULDER the design depth of the trap. EROSION AND 4. Use geotextile fabrics in order to improve stability of the 3. Immediately remove all objectionable materials spilled, 1 3 PIPE INLET 3. Place the sediment that is removed in the designated disposal area SEDIMENT CONTRO foundation in locations subject to seepage or high water washed or tracked onto public roadways. and replace the contaminated part of the gravel facing. table. 2' 4. Check the structure for damage. Any riprap displaced from the stone DETAILS horseshoe must be replaced immediately. . ' )E�ironmentalQuality CONSTRUCTION ENTRANCE / EXIT III 5. After all the sediment-producing areas have been permanently 1.5' III III stabilized, remove the structure and all the unstable sediment. Smooth the area to blend with the adjoining areas and provide permanent ground cover. WASHED STONE /NCDOT #5 OR #57 CLASS B RIPRAP NATURAL GROUND ® Effective Date: 9/1/2023 ISSUE BLOCK y CiN-H Cnh20'..iNA ROCK PIPE INLET PROTECTION In accordance with the2013 Design Manual Updates 3. 9/23/24 AGENCY SUBMISSION 2. 5/20/24 AGENCY SUBMISSION 1. 4/22/24 AGENCY SUBMISSION MARK DATE DESCRIPTION LAYER STATE: C-505 PROJECT NO.: 2023218.00 DATE: 04/12/2024 SCALE: NONE DRAWN BY: THMS PROJ. MGR.: MDS SHEET C-505 COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-4:22pm DATE: STAKES ANGLE STAKES PAGE: TO TO GROUND WEDGE WATTLE TOP OF BANK BECKER ON MORGAN WATTLE MATTING PIPE OUTLET TO FLAT AREA N/ / 77 O WELL-DEFINED CHANNEL I _ _ SILT SOCK/ DOWNSLOPE MIN. 4 STAKES ON _ _ _ WATTLE ;._ ,.::> O O O O DOWNSLOPE - 3da MIN. 2STAKES A A ARCHITECTURE - I =-I - I -I I MATTING ON UPLSOPE - - - - - E N G I N E E R I N G ISOMETRIC VIEW FLOW to w STAKE INSTALLATION oo°oo°oo°oo° Delaware �\ FLOW ODODO�O� MATTING Q CROSS-SECTION a oa0000 309 South Governors Avenue PLAN Dover, DE 19904 Spacing Between Socks I Wattles (Feet) 302.734.7950 La The Tower at STAR Campus Channel Slope (%) 8-inch Diameter Sock 12-inch Diameter Sock 100 Discovery Boulevard, Suite 102 _ Newark,DE 19713 DITCH SLOPE 1 67 100 III-III-III-III-III :III- ITIIIII�IIIII�II 302.369.3700 Maryland 2 33 50 SECTION A-A FILTER NOTES 3 22 33 BLANKET 312 West Main Street, Suite 300 1. La IS THE LENGTH OF RIPRAP Salisbury,MD 21801 4 17 25 PIPE OUTLET TO WELL-DEFINED 2 AdPROTIMES THE MAXIMUM 410.546.9100 PLAN VIEW NOTES: 5 13 20 CHANNEL STONE DIAMETER BUT NOT LESS North Carolina THAN 6". 0�� 3. IN A WELL-DEFINED CHANNEL 3333 Jaeckle Drive, Suite 120 1 . Other materials providing equivalent protection against erosive velocities may be substituted for ��O�O EXTEND THE APRON UP ON THE Wilmington,NC 28403 CHANNEL BANKS TO AN 910.341.7600 compost use in silt socks or wattles. A OHO OOO� A ELEVATION OF 6" ABOVE THE www.beckermorgan.com 2. Fill silt sock/wattle nettinguniform) to the desired length such that logs do not deform. �000000000 MAXIMUM TOPMPFATHEABANKTER DEPTH OR g MIN. 4 STAKES ON DOWNSLOPE Y 9 g MIN. 2 STAKES ON UPSLOPE O O O O O 4. AMFILTEREBLIANKET OR FILTER 3. Use 24 inch long wooden stakes with a 2 inch x 2 inch nominal cross section. o o o �"caR, 4. Install silt sock/wattle(s) to a height on slope so flow will not wash around silt sock/wattle and Oo 00000 BETWEEN THEFABRIC LRIPERIAPTANDED ` SS/pOC��Ii '� scour slopes, or as directed. PLAN 0000DOO SOIL FOUNDATION. �o tiy�.� = e 5. Install a minimum of two up-slope stakes and four down-slope stakes at an angle to wedge silt - 049463 - -I sock/wattle to ground at bottom ditch. Use staples to secure silt sock/wattle to the ground to La MATTING prevent undermining. "�''�, DEL R\E 6. The use of flocculants such as Polyacrylamide (PAM) is recommended. Apply flocculants on top I I=III=III - � =III=III I d l l l=III=III= of sock/wattle and to matting on either side of sock/wattle according to manufacturer II-111-III=111-III- _ _ _ -III=Ir-Ill-111=r1= V- DITCH SECTION VIEW g g II-III=III=III=III=III-III=1 SECTION AA II=III=III=III=_ =III=III=III= _ recommended rates. Reapply after each 1 .0 inch rainfall. - FILTER MIN. 2 STAKES ON UPSLOPE MIN. 4 STAKES ON DOWNSLOPE MAINTENANCE: MAINTENANCE BLANKET (0 1 . Inspect all measures weekly and after each rainfall of 1 .0 inch or greater. Remove accumulated INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTERSIGNIFICANT (Y2 INCH OR GREATER) RAINFALL EVENTS TO SEE sediment and an debris IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN Y . PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY I I I I ==1 I M I M I 2. Silt sock/Wattle(s) must be replaced If clogged or torn. MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. _ 113. If ponding becomes excessive, the silt sock/wattle may need to be replaced with a larger diameter I= I I or a different measure. MATTING 4. Reinstall if damaged or dislodged. 5. Silt socks/Wattles shall be inspected until land disturbance is compete and the area above the RIP-RAP OUTLET PROTECTION Revised: , 28 11 TRAPEZOIDAL DITCH SECTION VIEW measure is permanently stabilized. north �p]jng Scale: NTS Effective D 1 2 2 NN Crff of DUNN 400.15 E Q�,� SILT SOCK I WATTLE FOR CHECK DAM ect a ate 9/ / 0 3 D city o unn NORTH CAROLINA In accordance with the 2013 Department of Public Works Sheet 1 of 1 NORTH CA,OLNA °Pe�•° E° °TeOB° Design Manual Updates DATE: 1' FREEBOARD AT ALL TIMES PAGE: PERSPECTIVE VIEW EMBANKMENT PROJECT TITLE INFLOW BAFFLES 6" MIN INVERT ELEVATION OF EMERGENCY "C" ENCLOSURE STRUCTURE SPILLWAY ABOVE BAFFLES ARM ASSEMBLY RETAIL STORE - WATER DEWATERING t DUNN PVC ELBOW ENTRY UNIT ZONE DUMP STRAP PVC END PVC VENT PIPE FILTER FABRIC ° CAP WATER SURFACE o 1" REBAR FOR BAG SEDIMENT EMERGENCY REMOVAL FORM INLET SCHEDULE STORAGE ZONE SECTION VIEW SPILLWAY DUMP STRAP PVC END PVC PIPE 1/2" 40 PVC PIPE CAP NOTES: .° HOLES IN ORIFICE 1. Clear, grub and strip the area under the embankment of all vegetation and root mat. Remove all surface soil n PVC UNDERSIDE PVC PLATE containing high amounts of organic matter and stockpile or dispose of it properly. Haul all objectionable material TEE to the designated disposal area. Place temporary sediment control measures below basin as needed. FLEXIBLE TEE 2. Place the fill in lifts not to exceed 9 inches, and machine compact it. Over fill the embankment 6 inches to allow I I I I SEDIMENT SACK U.S. HIGHWAY 301 HOSE for settlement. DUNN 6 3. Place the barrel on a firm, smooth foundation of impervious soil. Do not use pervious material such as sand, BOTTOM SURFACE gravel, or crushed stone as backfill around the pipe. Place the fill around the pipe spillway in 4-inch layers and HARNETT COUNTY, NC compact it under and around the pipe to at least the same density as the adjacent embankment SHEET TITLE END VIEW FRONT VIEW 4. Place a minimum depth of 2 feet compacted backfill over the pipe spillway before crossing with construction INSTALLATION DETAIL equipment. AND A D BAFFLES 5. Ensure that the flow length to basin width ratio is at least 2:1 to improve trapping efficiency. Length is measured ��1 /'�'��1 at the elevation of the principal spillway. °� <� n SEDIMENT CONTRO 6. Assemble the skimmer following manufacturers instructions or as designed and lay on the bottom of the basin DETAIL with the flexible joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe and position the ° 4 " q A. G skimmer over the excavated pit or support. Be sure to attach a rope and anchor it to the side of the basin.This IQa Z will be used to pull the skimmer to the side for maintenance. °° W 7. Install the spillway in undisturbed soil to the greatest extent possible. The spillway should be lined with laminated b;' a a< •• 4 � p Y g p p Y EXPANSION RESTRAINT Y plastic or impermeable geotextile fabric. The fabric must be wide and long enough to cover the bottom and sides 1 4" NYLON ROPE, d z and extend onto the to of the dam for anchoring In a trench. The edges may be secured with 8-inch staples or ( � DUMP STRAPS a a d ° Q p 9 g Y p 2 FLAT WASHERS) 2 EACH � � � • m pins. \ \ °. NOTES: 8. Filter fabric must be long enough to extend down the slope and exit onto stable ground. The width of the fabric d . . d ' 1. SOME MUNICPALITIES DO NOT ALLOW LU must be one piece, not joined or spliced; otherwise water can get under the fabric. ..4 GUTTER PROTECTION ON PUBLIC ROADS. 9. The upper section(s) should overlap the lower section(s) so that water cannot flow under the fabric. Secure the BAG DETAIL SILT BAGS SHOULD BE USED WITH INFLOW THESE CASES. upper edge and sides of the fabric in a trench with staples or pins. T AFTER O 2. BAGS SHOULD BE CLEANED U STRUCTURE - --_ 10. Discharge water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with EVERY RAIN EVENT AND/OR --_ outlet protection to divert sediment-laden water to the upper end of the pool area to improve basin trap efficiency. NEEDED. 11. Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the principal o spillway immediately after construction. MAINTENANCE: STANDARD SILT BAG - INLET SEDIMENT CONTROL DEVICE (SIP) SKIMMER 1. Inspect all measures at least weekly and after each rainfall of 1.0 inch or greater. Make necessary repairs ISSUE BLOCK DEWATERING immediately. DEVICE 2. Remove sediment and restore the basin to its original dimensions when sediment accumulates to one-half the height of the first baffle. Pull the skimmer to one side so that the sediment underneath can be excavated. Excavate the sediment from the entire basin, not just around the skimmer or within the first cell. 3. Make sure any vegetation growing in the bottom of the basin does not hold down the skimmer. 4. Repair baffles if they are damaged. Re-anchor the baffles if water is flowing underneath or around them. 5. Ensure the skimmer is not clogged with trash or debris. 6. If the skimmer arm or barrel pipe is clogged, remove orifice and clear debris with a plumber's snake or by AGENCY SUBMISSION AREA 3. 9/23/24 AVERAGE WIDTH (W) = L flushing with clean water. Be sure to replace the orifice before repositioning the skimmer. AGENCY SUBMISSION 7. Check fabric lined spillway for damage and make any required repairs with fabric that spans the full width of the 2. 5/20/24 AREA OF BASIN WATER SURFACE AT TOP W EMERGENCY PLAN VIE spillway. Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment for 4/22/24 AGENCY SUBMISSION OF PRINCIPAL SPILLWAY ELEVATION SPILLWAY piping and settlement. MARK DATE DESCRIPTION LAYER STATE: C-506 DE Q SKIMMER SEDIMENT BASIN Effective Date: 9/1/2013 PROJECT NO.: 2023218.00 In accordance with the 2013 DATE: 04/12/2024 NORTH GAROLINA °eadn °fE .m° .I° °r Design Manual Updates SCALE: NONE DRAWN BY: THMS PROJ. MGR.: MDS SHEET C-506 COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-4:23pm BECKER MORGAN ARCHITECTURE ENGINEERING Delaware 309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark,DE 19713 \ ; \ 302.3 9.3700 co \ Maryland I '- - IE C'EDGERTON JR LLC ', 312 West Main Street, Suite 300 ' \ / T.P.:021505 0123 03 I Salisbury,MD 21801 `. ' % D:223194 -------------- PLAT I41 546.9100 ^c' \ \ `b '� ; LATIDS N/F /' `, % oo DEED BOOK&PAGE: 1662-0482 11 SAUL RO6ISON JR North Carolina T.P.:0215 0258 ;' - 1 3333 Jaeckle Drive, Suite 120 \ i PLAT ID:224494 I Wilmington,NC 28403 %,DEED BOOK&PAGE" -0936 �" ' \ ---__ I 910.341.7600 \ - www.beckermorgan.com -_ ;' F----------- --- / 451.94' FIP i \ \ EX. PROPERTY LINE , ; 7j) 3 - ,\ \ \ FIP1` S 56°50'03" E Oy..F TBACK \ �y_ - FLOW PATH B , \ ----------------- 1j8 `_�_____-------------- NC - 435 L F SHALLOW CO \ w ' w -�_fl _ SLOPE: 0.0052 FT/FT --_ 1 \F>>> INN77 EL.177.93' 179--- - -- -p-� _-- \ ^^ °' ' ` FLOW PATH - A ------------------ ---------_______- 1 \ ', \ 100 L.F. SHEET FLOW - ^�' -_-- �_J ------------- 177--- ------- �; EL. 175.69 EXISTING WOODS ------ 1 --�_----- - _ 178 - \ �►` SLOPE: 0.0185 FT/FT ------ 17s --------- --------- - 7j ---, --- - 17 77'�_ EL. 179.78' ` --------- -- -- --- ---- V ; ` EL.180.00' - 179 i� �pJl PRE- DEVELOPED ANALYSIS POINT-2 EXISTING EDGE l _ v 1.0" STORM Q: 0.00 C.F.S. 0.01 A.F. OF ` (10-YR)STORM Q: 1.36 C.F.S. 0.19 A.F. EXISTING WOODS (25-YR) STORM Q: 2.24 C.F.S. 0.29 A.F. I � \ FLOW PATH - A j �^ (50-YR)STORM Q: 3.04 C.F.S. 0.38 A.F. \ ` ` 54 L.F. SHEET FLOW ` a, SLOPE: 0.0040 FT/FT , ` J --- ------- V �-� PRE DA-2 -1$° LJFIN ` WOODS (B): 1.38 AC 0 --- GRASS B 0.30 AC ;) o Z EL. 179.79' A ` TOTAL: 1.68 AC / O p PRE DA-1 EL. 179.69' Tc PATH =40.7 MIN Z EXISTING TREELINE ` CURVE NUMBER= 56 LAIWDS N/F C N N GRASS (B): 1.09 AC ;!E C EDG�R,TpN JR LLC WOODS B . 0.94 AC T.P.:a O FLOW PATH - B zT,51,5 0018 \ vF EXISTING WOODS00 j PLAT ID.'24268 IMPERVIOUS (B): 0.371 AC 22 L.F. SHEET FLOW ` PROJECT TITLE \\ DRED BOOK&�AGk :4075-0164 m '�•'y" C = '� TOTAL. 2.39 AC SLOPE: 0.0044 FT/FT ` � Tc PATH = 39.6 MIN LANDS N/F J E C EDGERTON JR LLC ', ,� ��,� \ CURVE NUMBER= 64 �\` EL.179.44' ` GRASS AREA N RETAIL STORE T.P.:0ID:2 0123 FLOW PATH - C o PLAT ID:223192 � W \ ` --_-------- m (' �' FLOW PATH - D 24 L.F. SHEET FLOW DUNN DEED BOOK&PAGE: 1662-0482 1, _ W 9 ` ' 61 L.F. SHALLOW CONC. SLOPE: 0.0104 FT/FT ` SLOPE: 0.0098 FT/FT ` � EXISTING EDGE v _ ----------- OFi \ PAVEMENT _------- _-'- - __ ____ i I, 1 779 EL. 178.84' _ ` o ^� o U ` r _ PRE-DEVELOPED ANALYSIS POINT-1J ` ___ 180_180'" "_ A 1.0" STORM Q: 0.00 C.F.S. 0.00 A.F. Exlsrl G DWELLING 9 -- - U.S. HIGHWAY 301 'T EXISTING DRIVEWAY IV - '/ `D CV(10-YR)STORM Q: 3.21 C.F.S. 0.40 A.F. FLOW PATH - E _ I DUNN et ___ 54 L.F. SHALLOW CONC. \ HARNETT COUNTY, NC CV(25-YR)STORM Q: 4.62 C.F.S. 0.57 A.F. '" � --- N SLOPE: 0.0239 FT/FT CV(50-YR)STORM Q: 5.69 C.F.S. 0.72 A.F. EL. 175.42' J _ ------- 178 SHEET TITLE - - _----- 20'FRONT SETBACK(FIR M EDGE OF PAVE) ` }� 178 - 15"R.C.P I `` PRE-DEVELOPED _ � z!Z � '` l� INv n EL. 177.55 ARROWHEgp `-----------_ - - ----------------- 5.42 - - - _ I---- ® O _ - W.M. ROAD ----- �- ----------- � =_ - - - �_ c VARYING (NCSR #17gp � � ---------- ------------ --- - - _ DRAINAGE AREA WID p i >� -- UBLIC RIGHT-oF_ ►Y FLOW PATH - F ------------------------- �� _------------- --------- -- o - 7 - --------- 178 ---- --- ------ _ --- �, r � �- - MAP O EXISTING EDGE C 17 - - - 43 L.F. SHALLOW CON - SLOPE: 0.0505 FT/FT OF PAVEMENT -------------------179 (� ��---- 179 180 - - - ------ ' FPK - 179- \ ----- -- -------------- - \ ------- 180--' l - - --- ---- ------------- --------------- - LONG BRANCH ROAD (NCSR #1002) _ _- \\ �O O �, 179 ---------- LONG EXISTING EDGE --- 179 OFPAVEMENT ` f \ VARYING WIDTH PUBLIC RIGHT-OF-WAY --- ---- "1---- ---- ---- ---- ---------------------------_ ----- 178 -------------- , -------------------------- 177 r\ ---- ---- ---- ---- --- --- ----------------- ---------------------------------------------------------------------- ---- ---- -- \ ------- 178 - ------- --------------------------------------- ---------------------------------- ----------------- -------- -- - =a f 1-------------- 7 ---------------- ------------------------------------------ - -- ---------------------------------------- - --- - - - ------ -- ---- -___----------- - �___ - --�_ --------------------_--_------ -- -- -- �', - -- -- -- -- ------ --- -----_- - --- --- --- ------------ ---- ---- ---- ---------------------- -------------------------------------------------- - 177-___________________________ 1s° R.C.P.------______________________------- -___ ____ ________-__ 77 _ / -- ------- INV. 75.28'------------------ ---------------- --------------------__= -------------------------- ----------------------------- - 0 15 30 60 178 --- --- ---- - �® . _ ---- ---- co 0 � LANDS N/F °J ------ --------- ------------------------------------ J -� 'tea. BTW DEVELOPMENT COMPANY INC-------T------------------ LANDS N/F ___ _ ______ ---------------------------------T.f'.:02I�1�b019-------- ------- 1, MARVIN E. SANDRA KAY JOHNSON / PLAT ID:282291 SCALE: 1�� = 30' \ ; \ T.P.:02151500 1906 1 DEED BOOK -BB?6--_--- ` --- 181 ------- \ i \ PLAT ID:224274 /` i - 178 --- ---------------------------------------------------------------- - - -_ _ \\ % DEED BOOK&PAGE:4075-0164 /� I ISSUE BLOCK i I % , I Is I It to t \ ' ' / \ i i i % AGENCY SUBMISSION `-- F.H. ' ' � \ 3. 9/23/24 ' \\ 11 `%` `, 2. 5/20/24 AGENCY SUBMISSION AGENCY SUBMISSION 1. 4/22/24 MARK DATE DESCRIPTION LAYER STATE: SWM-PRE PROJECT NO.: 2023218.00 LEGEND DATE: 04/22/2024 SUBAREA BOUNDARY SCALE: 1" = 30' DRAWN BY: THMS PROJ. MGR.: MDS TIME OF CONCENTRATION PATH SHEET (SOIL GROUP B) SWM-P R E SOIL BOUNDARY (SOIL GROUP C) COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-9:04am BECKER MORGAN ARCHITECTURE ENGINEERING Delaware 309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark,DE 19713 302.369.3700 co LANDS N/F Maryland C EDGERTON JR LLC 312 West Main Street Suite 300 `` T.P.:021505 0123 03 'o \ ---_� Salisbury,MD 21801 ' `� --------------% � �` PLAT D.223 94 % I 1 � 410.546.9100 LATIDS N/F r'� %` i DEED BOOK&PAGE: 1662-0482 ,cbNorth Carolina 1,, \ SAUL RObi SON JR ) % ' T.P.:0215 0258 ;' 1 3333 Jaeckle Drive, Suite 120 / \ i PLAT ID:224494 Wilmington,NC 28403 %,DEED BOOK&PAGE" -0936 ' \ SEGMENT B - 910.341.7600 __ \ www.beckermorgan.com \ %75 L.F. SHEET FLOW , ' \ ' FIP �` F / o SLOPE: 0.0120 FT/FT �'�--__ '-. ' \ o J EX. PROPERTY LINE ,,9``' ��`````% ' S.3 \ � 9�• FIP1` S 56°50'03" E 10'SIDE SETBACK EL. 178.94' \ ` 12"RCP -- 1 :178.67' �� - ---- ------------------- -- 1j8` ------------------------ INV. _ 180 -------------- ----- i ---- - I` \ \ `.' EL. 179.85' '---- 17g - -- _ - ___ __ Nam\ - SEGMENT A s-__ --- _-- \ \ 25 L.F. SHEET FLOW --- - ti 178 ----------------- \ �l -- \ EL. 18 0' SLOPE: 0.0440 FT/FT - -___ -------------- _____ 178 EL. 1715.69' --- 17 - ---- --------- -- 7 -, --- - ---------- - PR.C.B.:CB-1A 9 - 177 -- \ i' GRATE:179.00' _---------- .� --- ---- \ / 1 , ` 1 9 INV. IN: 176.42' _ ____________ SEGMENT C ' 1 INV.OUT: 176.42' __-- -- 1j8cly J' 1 465 L.F. SHALLOW CONC SLOPE: 0.0070 FT/FT POST - DEVELOPED ANALYSIS POINT -2 _ /^ EL. 180.00' 179 1.0"STORM Q: 0.00 C.F.S. 0.00 AC.FT. Cv(10-YR)STORM Q: 1.27 C.F.S. 0.17 AC.FT. / 14"X23"FRCP 5' SEGMENT A Cv(25-YR)STORM Q: 2.04 C.F.S. 0.26 AC.FT. 176.2 l L.F. SHEET FLOW I 12"RCP 58� \ � )STORM YR- Q: 2.75 C.F.S. 0.34 AC.FT. \ \ INV.:178.00' Cv50 ( SLOPE: 0.0039 FT/FT BARN 1' N POST DA-2 0 WOODS(B):0.94 AC EL. 179.77' GRASS B �0.49 AC r' s \ TOTAL: 1.43 AC ' ' \ TN=aNifty p \tA SEGMENTB Tc PATH=40.1 MIN / ) CPO 1 ZG� o \ „r22�A °� CURVE NUMBER=57 ' yiyy n�°� ` 32 L.F. SHEET FLOW LAf�DS N/F o a �< c SLOPE: 0.0038 FT/FT ; v� -� E C � EDGIiTON JR LLC p C1 N p T.P.:021,515 0018 POST DA-1 PLAT 10.',2N268 �n \•1 o \7 J �y(,1 PROJECT TITLE IMPERVIOUS(B):0.89 AC O a� \ J _ m DEED BOOK& AGk:4075-0164 LANDS N/F - GRASS(B):0.32 A3 EL. 179.65 ' � RETAIL STORE S O , i � ' \ � TOTAL: 1.21 AC `� E C EDGERTON JR LLC n ,� � �� Tc PATH=6.0 MIN T.P.:021505 0123 ��\�` � - ' 'A w N CURVE NUMBER=88 DUN N PLAT ID:223192 ------ m SEGMENT C '� m DEED BOOK&PAGE: 1662-0482 ',L \ � .,_ W 9 EL. 179.65' 10 L.F. SHEET FLOW � I. � ,_-1s°� C ; 1q$50' � \ \ .`�• ` SLOPE: 0.0096 FT/FT XN I 1?$50 '- SEGMENT D � __ _ 179 - 64 L.F. SHALLOW CONC " �o l - " / SLOPE: 0.0107 FT/FT o^ ` :: `--- --- 1�19 _ / J POST DA-3 J PR.C.B.:CB-2A / 780 _ ,:�` `-- - - - - GRATE:179.28' / e EL. 178.87' GRASS B 0.92 AC ��'9 8o INV. IN: 176.94' ( ) U.S. HIGHWAY 301 SEGMENT E ( r I 179-1-1- \ ro �� INV.OUT: 176.94' WOODS B 0.07 AC DUN N T� IMPERVIOUS(B): 0.45 AC 53 L.F. SHALLOW CONC TOTAL: 1.44 AC \ --- -- -- TC PATH=39.4 MIN HARNETT COUNTY, NC ---- � 17s -"SLOPE: 0.0305 FT/FT '�� _ _ CURVE NUMBER=72 N 178 18"RCP __--'-- EL. 175.42'--------J' 178 �----- 178 --_ SHEET TITLE INV.:176.04' ----- 177 20'FRONI SE I BACK(FROM EDGE OF PAVE) � 178 -- 5"R.C.P. I `` POST-DEVELOPED ---_- ARRO - ----- 177------------ 17s ----- -- ---��s NV.,75.42 EL. 177.25 - VARYINGWNEAD ROAD N 4 17a -- --- --- - ------ 17s- - - - - - --- ® DRAINAGE AREA WIDTCSR #17 177 ---- ---- -� -----------477 -- - - ------------------ --------- ------ --------z------------ 9 �- M C -17s --- - r L --------- -------- a L - --------- 178 -----� _ PUgL�C so - 17s SEGMENT F -------------------------- "�a ------------- M o _ - --- ---- ' RIGF►T_OF- � MAP --- ---_- _ 74 L.F. SHALLOW CONC 00 ', Zpi� 4X! __-______-__ L-- ------- ---- 179--_ SLOPE: 0.0247 FT/FT - -------------- --- - 4+00 5+00 `----- 179------- 6+00 oma K 1+0 ----' 2+00 - - - c - - gum o w FPK 179 - -- \ '------ - --- -- - --- _ \ o 0} � LONG BRANCH ROAD (NCSR #1002) POST- DEVELOPED ANALYSIS POINT - 1 ___ \ VARYING WIDTH PUBLIC RIGHT-OF-WAY ---- 7 --------------- 1, - -18 Q: 0.01 C.F.S. 0.03 AC.FT. -------------------------- -177 ------ ', �' 1.0"STORM ----------- ---- ------------- l \INN ---178 - ------- ------------- -------- ------- ___' '______ __________________-_________ __________ ___-_ ________ L_ ��175 lr - -- Cv(10-YR)STORM Q: 2.98 C.F.S. 0.72 AC. FT. --_ --------------------__________-__--------- ---- ---- ---- ---_--------------------- ----- 176 177 ---------- \ " - 177 - , , i ________________-_________ 5 R.C.P.___ �® 178 Cv(25-YR)STORM Q: 4.27 C.F.S. 0.95 AC.FT. '- LANDS N/F ' -------------------------------------- ----- Cv(50-YR)STORM Q: 5.15 C.F.S. 1.15 AC.FT. BTW DEVELOPMENT COMPANY INC --------- ------------ - \ LANDS N/F '--------------- -----------T.f'.:021-F1�0019-------- n 1, MARVIN E. SANDRA KAY JOHNSON 1 PLAT ID:282291 SCALE: 1 - 30 T.P.:02151500 1906 i DEED BOOK o PLAT ID:224274 -------- \ - 178 --- ---------------------------------------------- ------ - - _ ---•181------------ \ \ 1' i _ DEED BOOK&PAGE:4075-0164 1' ISSUE BLOCK fi --`. i Is % AGENCY SUBMISSION - - F.H. ' ' � \ 3. 9/23/24 ' \\ I 1 11 `\\ `, ---------- 2. 5/20/24 AGENCY SUBMISSION \ , % AGENCY SUBMISSION 1. 4/22/24 MARK j DATE I DESCRIPTION LAYER STATE: SWM-POST PROJECT NO.: 2023218.00 LEGEND DATE: 04/22/2024 SUBAREA BOUNDARY SCALE: 1" = 30' DRAWN BY: THMS PROJ. MGR.: MDS TIME OF CONCENTRATION PATH 3 - SHEET (SOIL GROUP B) SWM-P O S T SOIL BOUNDARY (SOIL GROUP C) COPYRIGHT 2023 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-SWM-C3D21-NC.dwg,Sep 23,2024-2:32pm NORTH CAROLINA LANDSCAPE ARCHITECTS CERTIFICATION BUFFERYARD & LANDSCAPE REQUIREMENTS I,CHAD D.CARTER, RLA,ASLA, HEREBY CERTIFY THAT I AM A 1. INTERIOR PARKING LANDSCAPING(SECTION 6-6.08-F-7): LANDSCAPE ARCHITECT IN THE STATE OF NORTH CAROLINA,THAT / NO MORE THAN 12 CONSECUTIVE PARKING SPACES SHALL BE PROVIDED WITHOUT A PLANTING ISLAND BECKER THE LANDSCAPING INFORMATION SHOWN HEREON HAS BEEN \` ;\\ CARQ��ii� E C EDGERTON JR LLC BARN PLANTING ISLANDS SHALL BE 9'X 18' PREPARED UNDER MY SUPERVISION AND TO MY BEST KNOWLEDGE \�QQ�,,••��Se�P,�ifi%9��` T.P.:021515 0018 ISLANDS SHALL ALSO BE PROVIDED AT THE ENDS OF PARKING LOT ROWS MORGAN AND BELIEF, REPRESENTS GOOD LANDSCAPING PRACTICES. ?�� E PLAT ID:224268 EACH ISLANDS SHALL BE REQUIRED TO HAVE 1 SHADE TREE WITH GROUNDCOVER t 4 9��, �_ .4 - DEED BOOK&PAGE:4075-0164 PARKING ISLANDS PROVIDED 21185 *= SHADE TREES PROVIDED:4 GROUNDCOVER PROVIDED:969 SF(489 LIRIOPE MUSCARI) Ity '• : 2.VEHICULAR USE AREA SCREENING(SECTION 6-6.08-F-4): i ......... BARN PARKING OVER 10,000 F1��; � � $ ANNG STRIP ALONG FRONTAGES ES ARCHITECTURE C H I T E C T U R E 09/18/2024 \ PLANTING STRIP REQUIRED TO HAVE 1 SHADE TREE&8 SHRUBS PER 40 LINEAR FEET OF FRONTAGE U.S. HIGHWAY 301 TREE REQUIREMENT: ENGINEERING CHAD D.CARTER, RLA,ASLA 2185 DATE \ 308.57 TOTAL LF-20.6 LF(UTILITY)-66.3 LF(DRIVEWAY)-20 LF(RIPRAP)-35.5 LF(IMPERVIOUS SURFACE) Delaware = 166.17 LF OF LANDSCAPING=4.15 SHADE TREES,33.23 SHRUBS REQUIRED 5 SHADE TREES AND 34 SHRUBS PROVIDED 309 South Governors Avenue GENERAL LANDSCAPE NOTES : LONG BRANCH ROAD STREET TREE REQUIREMENT: Dover,DE 19904 1. QUALITY AND SIZE OF PLANTS,SPREAD OF ROOTS,AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH THE 295 TOTAL LF = 295 LF OF LANDSCAPING=7.37 SHADE TREES,59 SHRUBS REQUIRED 8 SHADE TREES AND 59 SHRUBS PROVIDED 302.734.7950 CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN"AMERICAN STANDARDS FOR NOTE: EXISTING UTILITIES CONFLICT WITH PLANTING AREAS FOR STREET TREE PLANTING STRIP The Tower at STAR Campus NURSERY STOCK." o soFSFT 100 Discovery Boulevard, Suite 102 eq�k EVERGREEN TREES SHALL HAVE A FULL,WELL BRANCHED,CONICAL FORM TYPICAL OF THE SPECIES. o 3.BUFFER-YARD REQUIREMENTS(SECTION 6-6.08-D):NON-RESIDENTIAL Newark,DE 19713 BUFFER-YARDS SHALL BE REQUIRED WHEN ADJACENT TO OTHER PROPERTY LINES 302.369.3700 NON-RESIDENTIAL VS. RESIDENTIAL SHALL HAVE A BUFFER WIDTH OF 20'AND SHALL INCLUDE 3 TREES&12 SHRUBS ALL DECIDUOUS SHADE TREES SHALL BRANCH A MINIMUM OF 7'-0"ABOVE GROUND LEVEL. TREES SHALL BE Maryland PLANTED AND STAKED IN ACCORDANCE WITH THE DETAIL SHOWN. ��P \ PER 1,000 S.F. Y rya \ PER SECTION 22-59.2 B, IF PROPOSED USE IS NEXT TO A UNDEVELOPED OR VACANT LOT,ONE-HALF THE REQUIRED 312 West Main Street, Suite 300 PLANT MATERIALS DELIVERED TO THE SITE IN UNCOVERED TRUCKS WILL BE REJECTED. BUFFER-YARD SHALL BE PROVIDED Salisbury,MD 21801 \ BUFFER REQUIRED:300.66 LF BUFFER- 233.76=66.90 X 20 LF WIDTH= 1,338 SF PLANTINGS PROVIDED(NON-RESIDENTIAL VS. RESIDENTIAL):4 TREES, 16 SHRUBS GROWTH HABIT,ABRASIONS OF THE BARK,SUN SCALD,WINDBURN, DISFIGIG 410.546.9100 UNACCEPTABLE PLANT MATERIALS: MATERIALS WHICH HAVE DAMAGED CROOKED LEADERS, DEFORMED NOTE:THE EXISTING VEGETATED AREA IS TO REMAIN UNDISTURBED AND ACT AS A BUFFER TOWARDS THE North Carolina URING NOT COMPLETELY CALLUSED RESIDENTIAL DISTRICTS WILL BE REJECTED. IN ADDITION,TREES HAVING THEIR CENTRAL LEADERS HEADED BACK WILL ALSO BE 3333 7aeckle Drive, Suite 120 REJECTED. PLANTS WITH LOOSE OR CRACKED ROOT BALL OR CONTAINERS WILL BE REJECTED. 4.STORMWATER FACILITY SCREENING(SECTION 6-6.08-H): Wilmington,NC 28403 2. ALL PLANTS SHALL BE PLANTED IN TOPSOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACKFILLING A BLACK OR GREEN VINYL FENCE IS REQUIRED AT 4'IN HEIGHT WHEN STORMWATER FACILITY IS GREATER THAN 18" 910.341.7600 IN DEPTH WITH LANDSCAPING PROGRESSES.NOTHING BUT SUITABLE TOPSOIL, FREE OF DRY SOD,STIFF CLAY, LITTER,STONES IN EXCESS OF www.beckermorgan.com ONE(1)INCH DIAMETER, ETC.SHALL BE USED FOR PLANTING. 5. DUMPSTER AREA SCREENING(SECTION 6-6.08-1-2): MULCH FOR PLANTING BEDS SHALL BE SHREDDED HARDWOOD BARK MULCH UNLESS OTHERWISE SPECIFIED ON A SCREEN CONSISTING OF EVERGREEN SHRUBS, FENCING,WALLS,OR BERMS SHALL BE PROVIDED 60 LF FENCING PROVIDED THE PLANS AND SHALL HAVE NO LEAVES,YOUNG GREEN GROWTH, BRANCHES,TWIGS,GREATER IN DIAMETER OF%",WEEDS,SHAVINGS OR FOREIGN MATERIAL SUCH AS STONES, ETC.SHALL BE MIXED WITH THE MULCH. 6. PERIPHERAL LANDSCAPING REQUIREMENTS(SECTION 6-6.08-F-6): ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS WITH A LIGHTLY COMPACTED DEPTH A LANDSCAPE BORDER A MINIMUM OF FIVE(5)FEET IN WIDTH SHALL ENCOMPASS THE PERIPHERY OF PARKING NOT OF THREE(3)INCHES. ALL CONTAINER PLANTS ARE TO HAVE ROOTS CUT ON FOUR SIDES AND/OR SPREAD OUT ADJACENT TO THE PUBLIC RIGHT OF WAY.THE LANDSCAPE BOARDER SHALL CONTAIN A MINIMUM OF 1 IN NEW SOIL MIXTURE. ORNAMENTAL TREE,AND EIGHT SHRUBS PER FORTY LINEAR FEET OF PERIMETER. 3. ALL AREAS NOT STABILIZED IN PAVING OR PLANT MATERIALS SHOULD BE SEEDED AND MULCHED.(SEE EROSION PERIMETER PROVIDED:258.81 L.F. PERIMETER &SEDIMENT CONTROL PLAN AND NOTES.) TREES REQUIRED:258.81 /40=6.47=7 TREES REQUIRED SHRUBS REQUIRED:258.81 /40=6.47 X 8=51.76=52 SHRUBS REQUIRED 4. LANDSCAPE BEDS NOT DEFINED BY CURBS,SIDEWALKS,WALLS OR OTHER STRUCTURES SHALL BE ENCLOSED BY ALUMINUM EDGING UNLESS OTHERWISE INDICATED. NON-RESIDENTIAL VS. RESIDENTIAL 5. AREAS DISTURBED BY LANDSCAPE OPERATIONS SHALL BE GRADED TO MATCH EXISTING TOPSOIL AND SEED OR r 395 LF BUFFER SOD AS REQUIRED. mQ w 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND MAY MAKE MINOR ADJUSTMENTS IN o SPACING AND/OR LOCATION OF PLANT MATERIALS.CONTRACTOR TO VERIFY"AS BUILT"LOCATION OF ALL UTILITIES. / 7. NO PLANT, EXCEPT GROUNDCOVERS,SHALL BE WITHIN THREE(3)FEET FROM SIDEWALKS. 8. NO TREE SHALL BE PLANTED CLOSER THAN TEN (10)FEET FROM ANY STRUCTURE OR BUILDING. 9. NO TREE SHALL BE PLANTED WITHIN TEN(10)FEET OF UNDERGROUND UTILITIES OR FIRE HYDRANTS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VEGETATION TO BE UNDISTURBED VEGETATION TO BE UNDISTURBED / 10. ONLY TREES THAT REACH A HEIGHT AND SIZE AT MATURITY OF SMALL TO MEDIUM SHALL BE PLANTED UNDER POWER LINES. 11. THE CONTRACTOR SHALL WATER ALL PLANTS THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD , o LANDS N/F AFTER PLANTING,AND THEN WEEKLY OR MORE OFTEN, IF NECESSARY, DURING THE FIRST GROWING SEASON, UNLESS THE OWNER AGREES TO MAINTAIN AND WATER THEM. BTW DEVELOPMENT COMPANY INC. 12. TREES TO REMAIN ON-SITE SHALL BE PROTECTED WITH SNOW FENCE DURING CONSTRUCTION(SEE DETAIL). 0 / T.P.:021515 0019 SNOW FENCING TO BE MAINTAINED DURING CONSTRUCTION BY CONTRACTOR. ;'' •:`.t..` no / PLAT ID:282291 DEED BOOK& 13. THE PLANTING PLAN SHALL TAKE PRECEDENCE OVER THE PLANT SCHEDULE SHOULD ANY PLANT QUANTITY s' .. o O / PAGE:2466-0016 DISCREPANCIES OCCUR. �n 14. NO SUBSTITUTIONS SHALL BE MADE WITHOUT APPROVAL OF THE OWNER AND/OR THE LANDSCAPE ARCHITECT. oQ / PROPOSED RETAIL STORE 15. ALL NEW TREES SHALL BE GUARANTEED TO SURVIVE FOR ONE FULL YEAR AFTER INSTALLATION(FULL COST). (PROTOTYPE C+-76 x 140) w / ALL STAKES AND GUYS SHALL BE REMOVED FROM TREES AND SITE AS EARLY AS THREE(3)MONTHS, BUT NO GROSS AREA=10,640 S.F. o SALES AREA=8,526 S.F. LONGER THAN ONE(1)YEAR AFTER PLANTING. O5 BUILDING HEIGHT=18' ° / NOTE: MECHANICAL PACKAGED DO NOT HEAVILY PRUNE THE TREE PROJECT TITLE UNITS LOCATED ON ROOF Q AT PLANTING. PRUNE ONLY F.F.E._#181.00' CROSSOVER LIMBS, DOMINANT RETAIL STORE j Is LEADERS,AND BROKENEN OR DEAD o BRANCHES. SOME INTERIOR o� � TWIGS AND LATERAL BRANCHES DUN N MAY BE PRUNED; HOWEVER, DO ►! 4 NOT REMOVE THE TERMINAL BUDS ._, y / OF BRANCHES THAT EXTEND TO I t ` ° THE EDGE OF THE CROWN. C) vvvp °v v a LANDS N/F W °o p v v 90 vx° SAUL ROBINSON JR Y v v ° ° SET ROOT BALL 2"ABOVE CANVAS WEBBING OR GRADE. REMOVE EXCESS PLASTIC HORTICULTURAL T.P.:021515 0258 m ° ° ° ° �@ SOIL ON TOP OF THE TAPE. DO NOT STRETCH. NOTE: SET ROOT BALL 2"ABOVE PLAT ID:224494 > > �� o BALL,JUST EXPOSING PRIOR TO MULCHING.APPLY GRADE. REMOVE EXCESS DEED BOOK&PAGE:743 0936IT m w O THE ROOT FLARE. APPROVED PRE-EMERGENT WEED SOIL ON TOP OF THE O/Z CONTROL ON ALL SHRUB BEDS. BALL,JUST EXPOSING 2 W o O° # O THE ROOT FLARE. M ? / 4 MULCH-PLACE 3" 2"x2"WOODEN U.S. HIGHWAY 301 o O LAYER OF SPECIFIED STAKES. DRIVE DUNN MULCH-PLACE 3" o MULCH. DO NOT PLACE SECURELY INTO V IN CONTACT WITH TREE GROUND. 3 PER LAYER OF SPECIFIED 0 HARN ETT COUNTY, NC MULCH. DO NOT PLACE 2 TRUNK. KEEP MULCH TREE. in IN CONTACT WITH O ° 0 m WEEDED AND REPLACE SHEET TITLE SHRUB TRUNK. KEEP Z o° ° ° °O 4 AS NEEDED. GRADE FINISHED MULCH WEEDED AND O v v ° ° = LANDSCAPE PLAN REPLACE AS NEEDED. FINISHED ° ° ° ° 2 /� \\ \ \j \ GRADE LI v v ° \\ , o 3 LANDS N/F /\�/ MARVI N E. SAN DRA KAY JOH NSON /,//i\\/i�\ 2 T.P.:02151500 1906 J 4: , DEED BOOK&PAGE:4075-0164 REMOVE TOP 1/3 OF BURLAP. SOIL MIXTURE-CONSISTING OF REMOVE TOP 1/3 OF BURLAP. / ,Q CUT&REMOVE ALL STRAPPING, 1/4 HUMUS AND 3/4 TOPSOIL CUT&REMOVE ALL STRAPPING, I SOIL MIXTURE- EX.PROPERTY LINE ROPES,AND WIRE CAGES. ROPES,AND WIRE CAGES. FOR CONTAINER PLANTS,CUT CONSISTING OF 1/4 ' WET POND HUMUS AND 3/4 ANAGMENT AREA ROOTS ON FOUR(4)SIDES AND/ I MANAGMENTAREA I UNDISTURBED SOIL OR SPREAD OUT IN NEW SOIL TOPSOIL MIXTURE. UNDISTURBED SOIL o DECIDUOUS TREE PLANTING DETAIL NO SCALE BMG NO. : L-01 SHRUB PLANTING DETAIL �° 0 15 30 60 O O O O O - O O O O SET ROOT BALL 2"ABOVE CANVAS WEBBING OR NO SCALE BMG NO. : L-03 y o o o 0 Q / GRADE. REMOVE EXCESS PLASTIC HORTICULTURAL 0 FRONT SETBACK SOIL ON TOP OF THE TAPE. DO NOT STRETCH. NOTE: 0 BALL,JUST EXPOSING SCALE: 1" = 30' PRIOR TO MULCHING.APPLY APPROVED PRE-EMERGENT WEED THE ROOT FLARE. O O O �. CONTROL ON ALL PLANTING BEDS. EX.RIGHT-OF-WAY J ISSUE BLOCK 1 SPACING AS MULCH SPECIFIED ` MULCH-PLACE 3" 2"x2"WOODEN - - - - - - - - - - LAYER OF SPECIFIED STAKES. DRIVE 0 0 MULCH. NOT PLACE SECURELY INTO IN CONTACT WITH TREE GROUND. 3 PER TRUNK. KEEP MULCH TREE. a _ WEEDED AND REPLACE FIN ISHED NISHED 3. 09/18/24 A RADE GENCY SUBMISSION p 31 - U.S. HIGHWAY 301 A C VARYING /7-7 AGENCY SUBMISSION .z .:.: <,.... ... ... ... _..rr , �s ... ... ... g...,.Y �� . / 2. 05/03/24 �4F �\�\\\\ \ \\\\ fr. ... ... ... .. . .�. ..... ... .... + ' . .'....',...',...',. ,• y:.', - - - - - - - - - - - - - WIDTH PUBLIC RIGHT-OF-WAY 1 04/04/24 AGENCY SUBMISSION y O EX.RIGHT-OF-WAY G ♦ LAYER STATE: L-001 SOIL MIXTURE-CONSISTING OF ♦V \/ \\\\�\\\,'�\\/\\\//�\,�\\\\\\\\ `/ W v ' PROJECT NO.: 2023218.00 UNDISTURBED SOIL 1/4 HUMUS AND 3/4 TOPSOIL O REMOVE TOP 1/3 OF BURLAP. SOIL MIXTURE-CONSISTING OF At CUT&REMOVE ALL STRAPPING, 1/4 HUMUS AND 3/4 TOPSOIL DATE: 03/26/2024 CONTAINER PLANTS: PLUGS: O .?► ROPES,AND WIRE CAGES. II - CUT ROOTS ON FOUR(4)SIDES PLANTS TO BE INSTALLED IN THE �Q I` SCALE: 1 - 30 AND/OR SPREAD OUT IN NEW SOIL MIXTURE AND NOT IN LANDS N/F �. Q SOIL MIXTURE. MULCH LAYER ABOVE. E C EDGERTON JR LLC =1 S1 UNDISTURBED SOIL DRAWN BY: A.J.D. PROJ. MGR.: M.D.S. T.P.:021505 0123 PLAT ID:223192 �47_� SHEET GROUND COVER PLANTING DETAIL DEED BOOK&PAGE: 1662 0482 Q� EVERGREEN TREE PLANTING DETAIL L_001 NO SCALE BMG NO. :L-04 NO SCALE BMG NO. : L-02 COPYRIGHT 2024 \\bmgilm0l\Cad\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-LSCAPE-C3D21-NC.dwg,Sep 18,2024-1:11 pm 6' `�� ;VEGETATION TO BE UNDISTURBED(TO COUNT FOR RESIDENTIAL BUFFER) 1 8 VEGETATION TO BE UNDISTURBED 1 g BECKER \ , CT IG CT IG PM / WETADDITIONAL, POND �I ; RESIDENTIAL BUFFER BUFFER ` _ ------- ' 1 PM I MORGAN /HATCH � ; � ' KEY 3 • •- O / �u CF _--UT-_ -UT-----UT-----U _ -UT--- / LANDSCAPE LEGEND —UE —uE ---uE —uE I ° AR / '; ARCHITECTURE HERBACEOUS SHRUBS 5 I I / 1 0 ; EN G I N E E R I N G HQ Delaware ASCLEPIAS INCARNATA IG I ° O 309 South Governors Avenue 1 m Dover DE 19904 ' ;PERIPHERAL ' %I CF , I' AR �/ '/ ' 302.734.7950 EUPATORIADELPHUS FISTULOSUS BIJhF.ER .'.' / I I / The Tower at STAR Campus °O / 100 Discovery Boulevard, Suite 102 x 5 Newark,DE 19713 - PROPOSED RETAIL STORE I HQ / l I it M ?3 EUPATORIADELPHUS MACULATUS `\ IG --" (PROTOTYPE C+ - 76' X 140') I I I <u 12 , - _ 302.369.3700 PV / Maryland SALES AREA = 8,526 S.F.. 312/ West Main Street Suite 300 HIBISCUS COCCINEUS CF BUILDING HEIGHT = 18' �. Salisbury,MD 21801 o - I MECHANICAL PACKAGED m I I / 410.546.9100 UNITS LOCATED ON ROOF I S Q -- ------ a North Carolina O LOBELIA CARDINALIS F.F.E. _ ±181.00' I 1 ° �- I I / i 3333 Jaeckle Drive, Suite 120 HQ 10 Wilmington,NC 28403 910.341.7600 RHYNCHOSPORA COLORATA 1 I I 1 40 - CF 6 I ° AR / www.beckermorgan.com \ J I I -- _ - ------------- �' IG "' I 12 68 a o i 1 LM / AR PERMANENT POOL ELEVATION p 5' 1 p 17 17 O I 4 NOTES: ° IG / AR �� 0 I 1 O LANDS N/F o 0 0 I HQ a % LANDSCAPE BUFFER SHALL INCLUDE A VARIETY OF NATIVE PLANTINGS AS SPECIFIED IN THE LU STORMWATER DESIGN MANUAL.THESE PLANTINGS SHALL BE COME FROM TABLE 3: SAU L ROBINSON J R 43 Y / 1 0 0 / PLANTS FOR SUBMERGED AND PARTIALLY SUBMERGED VEGETATED SHELVES. PLANTING T.P.: 021515 0258 Q SHALL BE DISPERSED SO THAT THERE ARE 50 PLANTS PER 200 SQUARE FEET. PLAT ID: 224494 zyW / , LM 1 I I O AR SEE PLANT LIST FOR QUANTITIES AND ACCEPTABLE PLANT LIST. DEED BOOK & PAGE: 743 - 0936 z LU 5 / FG I I / LU o IG NCDEQ - WET POND TYPICAL BUFFER STRIP m 0 4 o 1 / I HQ I 12 Vft 0 NO SCALE O CF / I I / PV / / TURF LU INW7 ALUMINUM EDGING TO BE ; IG / c H. W AR ;��♦♦ / BED MEDIA NO MORE THAN 1/2" / ♦ m I ABOVE FINISHED GRADE v 2 / i FG 75 85 FG I I HQ LM LM IG I AR %1�� / __ ------------------------------- J ,�i��ii✓,,i / 1 WIDE LIB ACC S / A MAINTf" CE E EMENT rn HQ COMPACT EA MEN V 16, 64 SF 0 I 12 v . �^ O � AVOID SE E TO / 5 ±2,487 SF WET POND BUFFER \ O "----------- ---- PV _ AVOID SETTLING IG I ° 42 �/ NOTE: T LANDSCAPE EDGING SHALL BE 1/8"THICK ALUMINUM EDGING,4"DEEP WITH A BLACK FINISH. % 5 / 3 5 3 5 3 5 3 5 2 MA PROJECT TITLE 16'SECTIONS SHALL BE USED WITH ONE(1) AB SD AB SD AB SD AB SD AB / 0 / SUBSURFACE STAKE PER 38"OF EDGING. EDGING / X7 I O�` / SHALL HAVE A MINIMUM TI 2" . I INTERLOCKING j IG 3 RETAIL STORE OVERLAP BETWEEN SECTIONS. INSTALL PER / '� MANUFACTURER'S SPECIFICATIONS WITH TOP OF SD I i / EDGING 1/2"ABOVE COMPACTED FINISH GRADE. -- FINISH GRADE TO BE COMPACTED ON EITHER SIDE \ \ ' 5 � I FENCE TO BE A 4' BLACK/GREEN <AB � DUNN OF EDGING TO MAINTAIN STABILITY. \ AB L-------------. VINYL COATED CHAIN LINK ------/ li 5 % \ " / \ LANDSCAPE BED EDGING DETAIL IG \ I I NO SCALE BMG NO. : L-07 II EX.PROPERTY LINE1 \ O O ag J —♦ PV O O O O -©- O O O O° J O° HQ F° 3 / y o 0 I 1 o o PV FRO SET ACK U.S. HIGHWAY 301 �� EX.SPAN WIRE, E� _ DUNN 1 1 1 1 ♦ `'-♦ i TRAFFIC SIGNAL <' 6 Oo O O AR HQ AR 6 HQ AR 6 HQ AR o HARNETT COUNTY, NC /�FO�---_---FO— PV —FO— --- —F ----FO---- — - ------ PV Fes— TO`PV ---FO=--- PV FO— ------- ---- ---------------- 6 EX. RIGHT-OF-WAY HQ SHEET TITLE _ AR r __� - PV EX. WATER— EX.12"WATELANDSCAPEPLAN R- 1-11 EX.SIGNAL LOOP -_ -- - ------------ -------------------------------- ------- ------ ---- --- ----------------- ------ --- / u. ------ ----- ---------------- -------------------------------------------------- --------------------------------------------------------------------------- - ------- 40 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3� MUSLORICOARI I ___ CONTRACTOR TO VERIFY LOCATION AND DEPTH OF UNDERGROUND ------ /------ HATCH 17 0 0 0 I ` --------------- FIBER OPTIC AND TO COORDINATE WITH ENGINEER FOR CONFLICTS �p �O -------------___________� ----------- KEY ---------- / / LL - - - ------------- --_------------ ------ - - - - -- ----------- EX.SIGNAL LOOP - on ------------------ ------------------- PLANT LIST ----------------------- - -------------� -G• ----- - KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS ____-- U.S. HIGHWAY 301 / / p o EX.SPAN WIRE CANOPY TREES VARYING WIDTH PUBLIC RIGHT-OF-WAY Rio / TRAFFIC SIGNAL - 0 15 30 60 - - - / AR 14 ACER RUBRUM RED MAPLE 2 1/2"CAL B&B FHV ___--- �, �' . EX.SPAN WIRE -J ------------- ------------ FG 3 FAGUS GRANDIFOLIA AMERICAN BEECH 2 1/2"CAL B&B FHV TRAFFIC SIGNAL EX. RIGHT-OF-WAY ------ _----- -�� - _ '' '�, / �V ORNAMENTAL EVERGREEN TREES �` _---- -- / ' I / ` ♦' / -_ --_-` SCALE: 111 30' CF 7 CORNUS FLORIDA WHITE FLOWERING DOGWOOD 1 1/2"CAL B&B FHV 1 -- ------- / Q �v EX SEWER __-- - ---___ ISSUE BLOCK EVERGREEN TREES EX.SEWER ---- - CT 2 CHAMACYPARIS THYOIDES WHITE CEDAR 6-6'HGT B&B ----------------------------EX.FORCEMAIN ------------ -------- ---- - --------- -- --� � - - - - " -EX.FORCEMAIN --------------- - -------- r------------------- ---------- -- PM 2 PSEUDOTSUGA MENZIESII DOUGLAS FIR 5' 6'HGT B&B --_____ __- __----- � R/ f O ---- --- - -- ---- =- ---------------J J �- Q EX.SIGNAL LOOP ' SHRUBS --------- - ------ AB 36 ABELIA X GRANDIFLORA GLOSSY ABELIA 24-36" CONT. =� IG 71 ILEX GLABRA'S HAM ROCK' INKBERRY 24-36" CONT. LANDS N/F --- --- - , �►�Q HQ 14 HYDRANGEA QUERCIFOLIA'SNOWQUEEN' OAKLEAF HYDRANGEA 24-36" CONT. E C EDGERTON JR LLC , / 1�f'w T.P.: 021505 0123 00 3. 09/18/24 AGENCY SUBMISSION PV 93 PANICUM VIRGATUM'SHENANDOAH' SWITCH GRASS #3 POT EX.SPAN WIREPLAT ID: 223192 V // TRAFFIC SIGNAL E 2. 05/03/24 AGENCY SUBMISSION SD 18 ILEX VOMITORIA'STOKES DWARF' STOKES DWARF YAUPON HOLLY 24-36" CONT. ki DEED BOOK & PAGE: 1662 - 0482 6S Q 1. 04/04/24 o AGENCY SUBMISSION GROUND COVER 0 - _ _-- --� LM 489 LORIOPE MUSCARI BIG BLUE LILLYTURF QUART POT 18"O.C. -------- --- -- / OE MARK I DATE DESCRIPTION WET POND VEGETATED SHELF / E� ,� / nveRsrnre: -roi / \ PROJECT NO.: 2023218.00 Al 103 ASCLEPIAS INCARNATA SWAMP MILKWEED PLUG PLUG �� / \\ EF 103 EUPATORIADELPHUS FISTULOSUS JOE PYE WEED PLUG PLUG / // \\\ DATE: 03/26/2024 'I LC 103 EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED PLUG PLUG I // ` SCALE: 1" = 30' HC 103 HIBISCUS COCCINEUS SCARLET ROSE MALLOW PLUG PLUG I / i ,/ \ DRAWN BY: A.J.D. PROJ. MGR.: M.D.S. LC 105 LOBELIA CARDINALIS CARDINAL FLOWER PLUG PLUG J/ SHEET RC 105 RHYNCHOSPORA COLORATA STARRUSH WHITETOP PLUG PLUG I / -------------------- - L-101 TOTAL: 17 CANOPY TREES,7 ORNAMENTAL TREES,4 EVERGREEN TREES,232 SHRUBS,489 GROUNDCOVERS,622 HERBACEOUS PLANTINGS COPYRIGHT 2024 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-LSCAPE-C3D21-NC.dwg,Sep 20,2024-3:51 pm BECKER MORGAN ARCHITECTURE ENGINEERING Delaware 309 South Governors Avenue Dover,DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark,DE 19713 302.369.3700 Maryland 312 West Main Street, Suite 300 Salisbury,MD 21801 410.546.9100 North Carolina 3333 Jaeckle Drive, Suite 120 Wilmington,NC 28403 910.341.7600 www.beekermorgan.com PROJECT TITLE RETAIL STORE DUNN TIE WIRES OR LOOP CAP HOG RINGS(TYP.) U.S. HIGHWAY 301 DUNN HARNETT COUNTY, NC TOP RAIL OR TENSION WIRE LINE POST SHEET TITLE CHAIN-LINK FABRIC STORMWATER �(9 GAGE,2"MESH) LINE POST 10' 10' FENCE DETAIL CORNER, DROP ROD LOOP CAP END, GATE FRAME OR PULL POST TIE WIRES OR CLIPS(TYP.) Co TENSION WIRE CHAIN-LINK N FABRIC U_ =111 1= 111111I � • GRAD < I HINGES(TYP) LINE POST 1 1/2"MIN ' HOG RINGS(TYP.) w 2 1/2"MAX U 18"MIN. DIA. z • , LATCH 12"MIN. DIA. W LINE POST ASSEMBLY 0 15 30 60 CONCRETE BASE ---" X GRADE LINE SCALE: 1" = 30' 10'-0"MAXIMUM 10'-0"O.C. MAXIMUM LINE POSTS TO BE EQUALLY SPACED 3'-10"FOR POSTS 8 5/8"O. D. 2"MIN ISSUE BLOCK 3'-4"FOR POSTS 6 5/8"O. D. 18"DIA. MIN. FOR GATE BOTTOM TENSION NOTES : 3'-0"MIN. FOR POSTS POSTS 4"O. D. &LESS WIRE 4"O. D. &LESS 24"DIA. FOR GATE 1. THE CONTRACTOR SHALL PROVIDE,COMPLETE AND IN PLACE, FENCING AND GATES AS SHOWN ON THE CONTRACT DRAWINGS AND REQUIRED BY THE POSTS OVER 4"O.D. CONTRACT DOCUMENTS 3/8"DIA.TRUSS 2. THE FENCING SHALL BE CHAIN LINK FENCE 4 FEET HIGH, FABRIC TO BE 2"DIAMOND MESH,9 GAUGE(MIN.)GALVANIZED STEEL WITH TOP RAIL. FENCE SHALL NOTES: C.0 RODS(TYP) BE PROVIDED AND INSTALLED AS SHOWN ON CONSTRUCTION DOCUMENTS. VINYL COATINGS, IF REQUIRED SHALL BE APPLIED TO THE MINIMUM 9 GAUGE GATE POST SCHEDULE STEEL MESH. 1.SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED. GATE LEAF WIDTH OUTSIDE DIMENSION 3. ALL POST SHALL BE PLUMB,AND SPACED AT 10'CENTERS MAXIMUM,WITH A TOLERANCE OF MINUS 2".SPACING OF POSTS SHALL BE INSTALLED AT ALL (NOMINAL) (NOMINAL) ABRUPT CHANGES IN GRADE,AT CHANGES IN GRADE. ALL POSTS SHALL BE HEAVY WEIGHT GALVANIZED PIPE, SS-40 INDUSTRIAL GRADE FENCE PIPE. 2.ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900 AGENCY SUBMISSION 1.90"NOMINAL(ROUND)OR 2.00"NOMINAL(SQUARE). GATE FRAMES 6'OR LESS 2.875"OD 3. 09/18/24 4. ALL RAILS AND MID-BRACING SHALL BE HEAVY WEIGHT GALVANIZED PIPE, SS-40 INDUSTRIAL GRADE FENCE PIPE. SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING GREATER THAN 6'TO 12' 4.0"OD 2. 05/03/24 HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL AGENCY SUBMISSION 5. GATE SHALL BE DOUBLE SWING TYPE,PROVIDED WITH GATE HOLD BACKS, LOCKABLE DOUBLE GATE LATCH, DROP BAR/PLUGGER ROD AND PLUNGER ROD BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE GREATER THAN 12'TO 18' 6.625"OD AGENCY SUBMISSION CATCH INSTALLED IN A MINIMUM IF 1 CUBIC FOOT OF CONCRETE. GATES SHALL BE INSTALLED AND BRACED INACCORDANCE WITH THE MANUFACTURERS FRAMES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID 1. 04/04/24 REQUIREMENTS. ALL GATE POSTS SHALL BE A MINIMUM OF 4"IN DIAMETER OR AS RECOMMEND BY THE MANUFACTURER. MORE THAN 18' 8.625"OD CONSTRUCTION OF ALL GATES SUPPLIED. MARK DATE DESCRIPTION LAYER STATE: L-201 PROJECT NO.: 2023218.00 DATE: 03/26/2024 SCALE: 1" = 30' DRAWN BY: A.J.D. PROJ. MGR.: M.D.S. SHEET L-201 COPYRIGHT 2024 F:\AutoCADCivil\Projects\2023\2023218\DWG\2023218.00-LSCAPE-C3D21-NC.dwg,Sep 20,2024-3:51 pm