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Home My WebLink AboutSW6220101_Plansheet C-3.2 - Grading_Drainage Plan_20221013C3.1 (,'3.2 40 0 SHEET KEY 001 001 001 001 0011 g 00- V SF DIV DIVSF DIF IVSF D VSF DIVSF - I I TEMPORARY SKIMMER BASIN #5 GRAPHIC SCALE SIDE'S 0 ES=D2:1 TOP OF BASIN: 308.00 _ _ _ _ _ LEGEND: --- -- -- -- -- -- -- -- -- -- -- -- -- -- 2a as as i6o PK 4 D S BOTTOM OF BASIN: 304.00' NURSERY ROAD - SR 1117 INV O PK-PK NAIL /TF 6' EMERGENCY SPILLWAY: 307.00' 60' R/W (PUBLIC) 375.04 EIR 00 EIP-EXISTING IRON PIPE INVERT OF SKIMMER: 304.00' EIS O EIS -EXISTING IRON STAKE 0 SIDE SLOPES OF BASIN ARE TO oho EN O ENL-EXISTING NAIL ( IN FEET ) = BE SEEDED WITHIN SEVEN DAYS. -RIP RAP DISSIPATER- ERB 1 inch = 40 ft. y **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) L=3' W=1'/3' TEMPORARY SEDIMENT TRAP #6 A O ERB-EXISTING REBAR WITH 1.2" ORIFICE FOR DEWATERING THE Dao=8" DMAr12" L=65', W=25', D=4' N/F - NOW OR FORMERLY �l 0 SEDIMENT BASIN DURING CONSTRUCTION. CLASS B 18" THICK SIDE SLOPES= 2:1 R/W - RIGHT OF WAY $3120` 5 RIP RAP DISSIPATER ^ TOP OF BASIN: 284.00' INV PVC - POLYVINYL CHLORIDE L 10' W D75'/11 3' 001 001 001 - O BOTTOM OF BASIN: A28 .00' ' 74_14 ___ - EMERGENCY SPILLWAY: ' ! I RCP -REINFORCED CONCRETE PIPE NG CLASS 1 22.5" THICK/ �- � I o OO �-001 LIMITS OF CONSTRUCTION SIDE SLOPES OF BASIN ARE TO , � I CI -CURB INLET SF �- -001 S 00l 00l 30.8 AC BE SEEDED WITHIN SEVEN DAYS. gl o -001 001 001 001 0 1 001 00, �OL�-�Q�� -S� 1 SF 00-1-SF 001 Z Z Z -�_ S��-��7D�-�fV ��\7') -�001 -� 001 0� a PROPERTY LINE F SF SF SF SF SF �� - DIV 0p �001 SF SF 001 _001 v I - - ADJACENT PROPERTY LINE - DIVS DIV DIV DIV DIV DIV DIV DIV DIV DIV DIV DIV DIV INV: 309.25 '�• /V S� DIV SF DIV S� DIV - DI SF DI SF DID of ' I I DI o . RIGHT-OF-WAY r I m.� 1 �•1ge� - o _ I a ss SANITARY SEWER LINE � L I-FM - FORCE MAIN LINE - - SD STORM DRAINAGE WETLANDS GIN5PERMANENT EASE MENTX FENCE LINEL SILT FENCEoz z z -1, OUTLET I, TREE LINE TEMPORARY SILT FENCE � � - " ♦I x zoe.a�' SPOT ELEVATION TEMPORARY DIVERSION BERM Z(TYP) \ I ' � - TO BE SEEDED WITHIN 7 DAYS _ SF SF -\ CHECK DAM ^, lirA BENCHMARK IV V-� ._SFSF \� p LOCH NITH El CENTER • -D4 WATER VALVE 335 NAG S75 MATTING 323 OC� LOCY /'� ♦♦ FIRE HYDRANT 5 STAPLE PATTERN C \ w o0 1 CA 3 TO BE INSTALLED IMMEDIATELY 330 32S '� o `� O I ' I III �]❑ WATER METER 347.87 4�\ 345.72 343.58 340 341.43� UPON CONSTRUCTION 0+ o'o 00 00 335 335.65` 330.49 324.30 0 318.00 1 312.00 305.45 \ I I _� I �. ♦ o : I ®CATCH BASIN 348.20 347.18 346.05 345.03 343.90 342.88 341.75- 340.73 339.50 337.97 336.10 \332.03 330.80-327.43 324.60 321.13 M 318.30 314.83 \ 312.00 308.58 305.75 301.52 Z Z o ' I 1 1' 1 I \ \ , CO 0/ �� I ')')- _n TREE 3I 3ry ' �o s , _do II I GRAVE L 346.87 344.72 342.58 338.18 �32949 304.45 347.20 345.0342.90I 340.75 338.50 336.97 33510��329.60 326.44 23. V 317.10 311.00 52 �__.1....SILT FENCE 330 317.00/ MAJOR CONTOUR is WETLANDS./ 46� 0" ♦ al o SOIL 3s .l OUTLET7 33220 4s1 I I III/ o I I 301.85� / LOC I \ - Loc- Loc- LIMITS OF CONSTRUCTION 335.20 , 509 329.90 323.70 317.40 311.10 304.85 L=3' W=1' 3' \ " 511 co 510 M G M 508 N 507 M 506 505 0 1 Dao=8" DwAx=12" I I °m\ o - sF sF - SILT FENCE LINE CLASS B 18" THICK JN - JN - JUTE NETTING � \ V \ 1 \ OG TEMPORARY SKIMMER BASIN #3 /� / / / TO[ O INLET PROTECTION 1 0 l - M " L=80', W=45', D=5' �, M - �, � co co SLOPES= 2.5:1 M M co M � TOP OF BASIN: 297.00' � / / / / 0 CC)� co U BOTTOM OF BASIN: 292.00' '� / M 1 Cl) I t 335.20 II 329.90 N 323.70 \ 317.40 311.10 304.85 N O 15' EMERGENCY SPILLWAY: 296.00' GROUND STABILIZATION CHART PAD 338.60 PAD 335.20 PAD 329.90 PAD 323.70 PAD 317.40 PAD 311.10 PAD 304.85 ' 337.10 33I 326.90 320.70 314.40 308.10 I INVERT OF SKIMMER: 292.00' I�j I �,I I I I I 11 l 301.85 SIDE SLOPES OF BASIN ARE TO '• V 343.9 341.7' 339.6 337.37 333.84 �'V 328.68 ��' 322.49 ,L1 316.19 309.89 ",^° 303.64 00, I I BE SEEDED WITHIN SEVEN DAYS. \ 195 i / o° v **ATTACH A 2.0" FAIRCLOTH SKIMMER OR EQUAL 5 UTILITY EASEMENT o ) - - 345.77: - • - •343.62 - --341.47 - - - - 339.33--337.08 - - -- - - •328.39 - 322.12 • •315.82- --309.52 • - -- 303.22� WITH 1.8" ORIFICE FOR DEWATERING THE O - - - - - - - - -� - - - - - - - - - 3 - - - - - - - - - - - - -� - - - - > SEDIMENT BASIN DURING CONSTRUCTION. 209.00 LF 0 4.40% 24" RCP \ , 215.00 LF 03.47% CI-10 00� ww w, w4 CI-12 N 136.00 LF ®8.71% N CI-14 INLET wo wo I wo CI-44 w cc JO s 24" CLASS IV RCP r w o - 30" CLASS IV RCP o - o - U w o PROTECTION o 0� > HARBORWOOD STREET > < ' 1 26.50 LF ® 3.21 % 50' R/W (PUBLIC & UTILITY ACCESS) 26.50 LF ®1.03% (TYP) ' 26.50 LF ® 0.91% 18" CLASS IV RCP CI-13 r, 15" CLASS IV RCP CI-11 'v 30" CLASS IV RCP CI-15 316.95 / / / 308.94 CI-45 26.50 LF ® 1.13% (\ l l 18" CLASS IV RCP 49.23 LF ® 4.77% JO 30" CLASS IV RCP - _ _ i - - ! KI \ > Know what s beIOW. 34346 343.32� 341.17\ 339.02\ 336.68\ 332.91 327.52 321.223 -• 7 \ Call before you dig. 346 �343.61 344-341.46 33399.31 340 336.97 3 333.21 �o� 327.81 \o�,� 321.51 322 - DR NIA AGE 311�1013 , 2 310 ® Q v s� I I I I I EASEMENT 313.95 o C �9s \o> 308.10 \m 337 MINOR CONTOUR I I I I 1 1 /RIP RAP DISSIPATER I 514 M I I I I I I I I I �I va M I M» J PAD 345.15 1 co 338.20 336.70 334.45 331.45 329.05 326.05 PAD 338.20 w PAD 334.45 0 1 PAD 329.05 "' PAD 322.75 2CI-19 CI-18 315 316.9 \\\ \ \ CA LF \ co I 30" CLASS IV RCP a JB-46 v t o N I 3 W_III 0315 \> II I I `r' 1 76 of . PAD 316.95 \ \ \ \ \ \ SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITHCES 7 DAYS NONE AND SLOPES HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH NONE ALL OTHER AREAS (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) bl I oo \ \ \ \ I � I d NI w I I 1 I 3165 \31`7\60\\o'0 DRAINAGE ° \�o ul •- EASEMENT46338.20 O(ED334 O(ED329.05 ------h 316.85 NAG S150 MATTING 337.20 1O3..STAPLE PATTERN D J. 315.66 `TOIMMEDIATELY �\\ 9 \ o �\, �\ \ \\ \ \\ \ BTELyYS OG \o \44.75 330.85 UPON CONSTRUCTION .\345.90 44(325. \\\V346.90 4 3316.10344342.27 340.1 \337.7334.0 328.6 322.3 �o OG CI-2o G1/B , a �� o�10 316 03315314.05 ` ` � \ � I 1 � � � ,♦ '\ 00 LLJ s tea+ 315.672.96 L� / 316.04 316.95 31 °m 49.61 LF ® 0.50% 30" CLASS IV RCP, �A® f�� PAD 316.95 w 33 o CI 35 �� 2 oq I I I 01 ro w 325 L / 3 310.95 V 340 �/ CI-21\ , \ �%i II I IIII\. 330 321 26.50 LF ® 317.10 ' 315.40 315.22 ' v 1 ♦ \\ 319.50 0.57% 30" RCP � , ^g o z 335 325 /' + 26.50 LF ® 0.75% 316.95 3 \ ?or 01 \ / 319� GQ _ 36" CLASS IV RCP 502 J O Q 318 CI-36 CI-37 S 14.45 313.40 os \ = 332.67 329.33 325.99 322.65 319.88 318.65 ,j g DRAINAGE 15 O• �'� \312.14/ / 310.40 JB-47 ` . PERMANENT WET POND 333.00�331.98 329.65 328.63 326.30 325.28 322.95�321.93 320.20 319.20 / g�. EASEMENT �� '�/ �>> y / �^ �7 WATER SURFACE: 279.50' Q �� / ®° /� �F �+ \ �� HIGH WATER: 282.09' 1YR I I I _` 71 / / 15.75� ♦ ioGOGGO \ PAD 313.40 / O\\ ( ) , l / 315.40 \ 3°�' 501 s� 285.65' (10YR) 332.60 329.25 325.90 323.05 / 1`L // I S. •/C, �O r'� 302.29 \ 287.20 286.30' (100YR) TEMPORARY SEDIMENT BASIN #4 333.10 476 1 329.75 I 326.40 I I M O N Cl) I I N M I NI MI PAD 333.10 I 0) PAD329.75 ' PAD 326.40 I PAD 323.05 I 40 333.10 33 .10 329.75 328.75 326.40 325.40 323.05 322.55 / /A ® O L=250 , W=150 , D=12 29A f\A) TOP OF POND: 287.00' SIDE SLOPES= 3:1 C�j� L �, 311.77 1 306.90 303.90 w 287.00 INVERT OF POND: 269.50' 1 / !i 'A S• 313.40� TOP OF BASIN: 287.00' TOP OF FOREBAY BERM: 279.50' 318.88 / PAD 316.75 jS /� q �� 'Tj 310.407 PAD 306.90 t�� / s RIP RAP DISSIPATER BOTTOM OF BASIN: 279.50' CI-38 313.10 �'� ��' ��T P� ro` s= L=10' W=3.75'/11.3' RISER /4 25' EMERGENCY SPILLWAY: 286.00' 1 PAD 319.90 �/ or316.35 / / �'IiJ\\ Q Dao=10" Dw�r15" TOP: 285.00' INVERT OF SKIMMER: 279.50' 0> / Ge / , 312.80 J q y�F. �,a TOP OF RISER: 285.00' o / CLASS 1 22.5" THICK INV: 271.00' - g / ' ^° `L �F DRAINAGE 306.90 p� /tib� FES \48 1�U INVERT OF RISER: 271.00' - - 318.62 g6°I^ / 316� / \ CI-39 'I'T ti *AFTER SITE IS STABILIZED SIDE SLOPES OF BASIN ARE TO 1 317.98 / / o' ^`' 26.50 LF ® 0.98%' EASEMENT 303.90 / \ o � ® / \ � o � o^ -- CONVERT SEDIMENT BASIN BE SEEDED WITHIN SEVEN DAYS. 18" CLASS IV RCP yo- 75.40 LF ®8.36�, TO PERMANENT WET POND ATTACH A 4.0" FAIRCLOTH SKIMMER OR EQUAL) \\\/� �g % N / sti ry j 1 **( I I I )� I I.-J -1 Co \ o ' 307.17 42" CLASS IV RCP 1 I I AS SHOWN. WITH 3.1" ORIFICE FOR DEWATERING THE �328.5 329 325.18 321.84 319.07 �CI-33 M / ?� o °^ , i oh / 1� SEDIMENT BASIN DURING CONSTRUCTION. 332 \/ 35.47 LF ®1.36% o - PAD 314.35 g / /i„ 331.57/ 325' 317.60 / CI-40 g0 I ; : it _jS \ / / 30" CLASS IV RCP o �, / jl RIP RAP DISSIPATER �S �S i'C 328.23 / 324.89 �2 �2154132314.35 307.17 3050°7 ♦ ^° F%' I'L=35' W=10.5'/38.5' SA10 AIO A10A/0_ CI-32 -� 210.00�LF ®4.90%- - - - 318.78 CI-3 j , • / 315.85 11� 302.27 I 1 37.72 LF ®0.53% / + l/ h ES-43 Dao=14" Dw21" 30" CLASS IV RCP 313.91 pg / CI-41 1q j 280 CI-28 24" CLASS IV RCP CI-29 � g - 'I CLASS 2 31.5" THICK.-- 26.50 LF ® 1.02% �• ' 18" CLASS IV RCP n10 n� SF \ 497 F I i� RIP RAP DISSIPATER NAG S75 MATTING 139.98 LF ®3.30% � . • SF � SF LOG o 31.77 LF ®8.02% � ®Z• 285 � q �, w 3^ 42" CLASS IV RCP � 2g I � 287.20 L=20' W=7.5'/22.5' m r'6 24" CLASS IV RCP / LOCH L ^a 305.07 2gg,gg \yS Dw--10" DrNc=15" STAPLE PATTERN C � 2WOODPINE WAY 26.50 LF ®0.95% � o �, ^° 18 CLASS IV RCP /F /OG , 06 89 LP I _ 287 - _ 287.00 TO BE INSTALLED IMMEDIATELY h , - 1 / RIP RAP CLASS 1 22.5" THICK UPON CONSTRUCTION 327.57 MN 50' R/W (PUBLIC &UTILITY ACCESS) ° / ' S` v O \ NAG S75 MATTING I TOP OF BERM qi\ STAPLE PATTERN C 314.35 304.97 lip" CI-42 D50=10" DMAX=15" 328.38 CI-34 / \\ f JB-60 ELEV: 279.50' 283 285 DOUBLE / TO BE INSTALLED IMMEDIATELY 11�35 � (DOUBLE) � � � � / I CLASS B RIP 2a� CLASS 1 22.5" THICK � '� , CI-30 G I \ \ \ 2sg�► V � � j^ �O C ,d UPON CONSTRUCTION I ( ) g 0 w 302.27 / ' 42 7 CLASSY 1R P II A II S OPES ASE `N \r', �N N ` s •--- _ _ 325 _ _ 5_UTILITY. EASEMENT_ . - .. - 17• . � • /' c f o o \ /299.78 , , , • , � y300.30 V' fV DIV DIV DIV DIV r 31 313 \ 3� PAD 307.95 0' �287.20 329 _ _DIV � S SF SF SF SF SF SF _p' FOREBAY WEIR DID Off' LOC LOC LOG-LOC LOC LOC SF V JN 495 302.96 / � 07.55 - oo `J`�s, LENGTH: 10' 3\� � ®2gtt% 30 `FES �'� a=•-.'>- D\V / LLv LOG LOCV JN O O \ 498 307.95 ' \ / r'o Vo> ELEV: 279.00'/ I \ 'I I I I I �F N \ 307.85 - - / I 1 NAG S75 MATTING 05.95 I- 00.95/ \ o\ �� I , t� I _ �-PLUNGE POOL , / 3 I � NAG S75 MATTING � ao I / o \ �\. i STAPLE PATTERN C C / � 30 � O TO BE INSTALLED IMMEDIATELY JN 494 f STAPLE PATTERN C �� a J� \ Z CA O / i UPON CONSTRUCTION O ' I s RI-58 TOP: 269.00' NAG S150 MATTING > \ i JN O g / TO BE INSTALLED IMMEDIATELY \ / CONCRETE STAPLE PATTERN D BOTTOM: 266.00' ,',SOS 30 I UPON CONSTRUCTION 2 I TOP SHELF: 280.00 ANTI -SEEP TO BE INSTALLED ��v SILT FENCE Q 493 O - - - - `C� - ' 03.60 PAD 304. 0 I 77- \ w , COLLAR IMMEDIATELY O> , - F -\ ��OUTLET n JN - - - - 307.35 3°3 VA UPON CONSTRUCTION I , F dO LbC �/ I PAD 302.00 \ J, �� BOTTOM SHELF: 279.00' \ p------- ��'T ' I w o / 2�6 287.20\ NI \< RIP RAP DISSIPATER / / ro ❑ - - I `* \ \ ' 28 87.00 I - - - - \\ 303.19 MAINTENANCE SHELF 25 EMERGENCY SPILLWAY I • c L=3' W=1'/3' / / / / - _ S 499 ... \ ELEV: 286.00' / / / - - - _ _ - 01.58 SHALL HAVE 2% Da�8" Dw12" / / / LOC - - - - Oc moo' / CROSS -SLOPE \ 286 00 TO BE SODDED CLASS B 18" THICK // / // \\ ��- _ _ - / - - - - \ 500 .(ti287.00 RIP RAP DISSIPATER \.O TEMPORARY SKIMMER BASIN #2 \ 1 O _ 286.00 I / U I//287283 28i /285 ^ O � TEMPORARY SKIMMER BASIN #1 � / / / / / _ _ ' L=3' W=1'/3' F L-95', W-55', D-5' � 303.25 � 287 00 L=125', W=30', D=4' / / / / / / J L Dw=8" Dr�x=12" - - = �O / 1 301.27 .0 2 �J/ SIDE SLOPES= 2.5:1 / \,O SIDE SLOPES= 2.5:1 ` c, \ 301.25 285 gp 287 20 \ O�MAINTENANCE C�\285.80 274 &ACCESS CLASS B 18" THICK TOP OF BASIN: 306.00' ♦ 300 F TOP OF BASIN: 323.00' � � � BOTTOM OF BASIN: 301.00' % /V / 215�/ O EASEMENT 303.25 p0 87.00 / BOTTOM OF BASIN: 319.00' � � SILT FENCE 15' EMERGENCY SPILLWAY: 305.00' ` 4\ 3 \ INVERT OF SKIMMER: 301.00' ♦ S,c� NAG S150 MATTING v \ R/V 2a 2a°D\✓ V� L0 / 8' EMERGENCY SPILLWAY: 322.00' OUTLET OC �301.25 O 287.20 INVERT OF SKIMMER: 319.00' - - SIDE SLOPES OF BASIN ARE TO ♦ / 9'l � a3/ NCO SIDE SLOPES OF BASIN ARE TO .' 2 STAPLE PATTERN D ,` ATTACHBA 2E5" FAIRCLOTH SEVEN (OR EQUAL) ` 0 �� \. ,e0l, TO BE INSTALLED IMMEDIATELY � BE SEEDED WITHIN SEVEN DAYS. . �� ** \ � \ / / **ATTACH A 2.0" FAIRCLOTH SKIMMER (OR EQUAL) - - � � . � . , �p Sc� UPON CONSTRUCTION [�1� OG . � � - ' WITH 1.5" ORIFICE FOR DEWATERING THE - - �� WITH 2.3" ORIFICE FOR DEWATERING THE C �• - - , 292 2g0 �. CHECK DAM �� \ V /4 SEDIMENT BASIN DURING CONSTRUCTION. SEDIMENT BASIN DURING CONSTRUCTION. p LpG WITH WEIR . \\ 0\ DIV -�/ IN CENTER � `, CHECK DAMSF LOG - LOC SIF �, 5/8" THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 , N CENTER SILT FENCE , / ERB \ A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED �. SIOUTLETCE OUTLET ERB" / \ site solutions 0civil engineering I Land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CARO � 0 Ok SS O ..�L SEA 02 CT G I NE •: ja�� z 1fiO I I111,� 0� -30-Z.2 REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PH ASE 7 DETAILED GRADING AND EROSION CONTROL PLAN CLIENT 1041 B Robeson Street Fayetteville, North Carolina 28305 Phone: (910) 339-6330 Fax: (910)964-9089 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1070 DRAWING SCALE HORIZONTAL: 1 "=40' DATE RELEASED SEPTEMBER 30, 2022 SHEET NUMBER