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Home My WebLink AboutSW6220602_Plansheet (C-3.1) - Grading_Drainage Plan_202208101 I I 3/4" EIP 20' DRAINAGE EASEMENT/ / 44 45 46 / / 47 48 DITCH #29 TO BE REINFORCED WITH NAG S75 MATTING, / STAPLE PATTERN D DITCH #28 TO BE SEEDED O DITCH #30 WITHIN 7 DAYS INV: 134.30"" TO BE SEEDED - orLOC J WITHIN 7 DAYS LO LOC LOC LOC LQQ -I PIPE 3 48 00 LF ® 0 52% N/F SANDY ROBINSON DB 496, PG 455 �O\S 0 CO W NC GRID NAD 83 (2 1) r s O�y EXISTING DITCH TO BE FILLED IN I/ 20' DRAINAGE 4o I I / C EASEMENT / N p O / 49 50 I l 51 II r o o / r IIC' I DITCH #32 TO BE REINFORCED (WITH NAG S75 MATTING STAPLE PATTERN D I � I / LIMITS OF CONSTRUCTION �oC1 rl 2.3 AC 4 I o DITCH #31 n _ TO BE SEEDED 11 / LOC WITHIN 7 DAYS INV: 133.90 _ LOC LOC 1z� LOC LOC = inn- I r I ^ DITCH #33 TO BE REINFORCED WITH NAG S75 MATTING STAPLE PATTERN D LEGEND: ECM, ECM -EXISTING CONCRETE MONUMENT EIP Oo EIP-EXISTING IRON PIPE EIS O EIS -EXISTING IRON STAKE ERBO ERB-EXISTING REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY WETLANDS PERMANENT EASEMENT X FENCE LINE TREE LINE 210 MAJOR CONTOUR 207 MINOR CONTOUR J x 208.47' SPOT ELEVATION BENCHMARK PIP UTILITY POLE C• GUY WIRE WV N WATER VALVE FIRE HYDRANT WELL HARDWOOD TREE E) PINE TREE ASPHALT CONCRETE WETLANDS 0 UNSUITABLE SOILS - t_oc I-oc- LIMITS OF CONSTRUCTION - SF SF - SILT FENCE LINE - iN - iN - JUTE NETTING - DIV - DIV - DIVERSION BERM 0INLET PROTECTION 1" EIP (PINCHED) / N/F / CHAD L. STARLING / DB 8981, PG 770 / X 1 1/2 EIP EIP 55 \ N/F JAMES OLIVER JACKSON, JR. l DB 9292, PG 160 \ 136 �18" CLASS V RCP 137.40 137.80 �SoPR RyCHERON PATH 137 PIPE 2 - - - LOC - � PUBLIC STREET 137 56.00 LF ®0.54% \ ! o 137.24 24" CLASS V RCP - --�135136 �137.32 137.53 137 _ ��F 0 00 00� Oo 0� SF OOD SF ,�_ SF '�111 / _ 136.99 '� 1 /' F 3g DITCH #14 INV: 134.05 DITCH 1112 37.25137.2. F SSF �137.00 9 DITCH #34 137.2 F 136.76 TO BE SEEDED TO BE SEEDED o ��90� SSF TO BE SEEDED WITHIN 7 DAYS / RIP RAP DISSIPATER WITHIN 7 DAYS J DITCH #8 -001 0� _ WITHIN 7 DAYS L=9' W=4.5'/10.5' WITHIN 7EDAYS �00 � 1 00� LULU �001 �001 SF �✓_ ! / Dso=8" DMAx=12" I o I OOl SF 001 �001 �E ` O� / c� I RIP RAP DISSIPATER INV: 133.60 DITCH #5 �� CLASS B 18" THICK O I i o L=12' W=6'/14' i M TO BE SEEDED 007 �` I WITHIN 7 DAYS \ 11 M O Dw--8 DrNc=12 `�0� SF ` -/ • �l, \ \ v ri CLASS B 18" THICK O i 20' DRAINAGE I Jo \J� TEMPORARY INLET \ 0 w I DITCH 4 O PROTECTION EASEMENT / O �w r I M I TO BE SEEDEDIF \ O TYP CA1 J p j Lo r0 WITHIN 7 DAYS\J\�♦ \ /( ) ■ O / n p I ■ \ / U DITCH #6 S < /v / V m M BE SEEDED \\ �� O 13� / TO BETREINCH FORCED �� \ o Q a r WITHIN 7 DAYS JO, ,30^ WITH NAG S75 MATTING O > I CO . s INV: 135.95 STAPLE PATTERN D OLU `gyp RIP RAP DISSIPATER TEMPORARY SKIMMER BASIN #3 I a I �o > >� \ L=12' W=6' 14' \r' I _ _ = �♦ ♦ Q / INV: 135.70 PIPE 1 V �� L 54', W-24', D 3' � / DITCH 11 ) \\ <O Dso=8" Dr�x=12" ■ /� # `� r O 48.00 LF ® 0.52% / SIDE SLOPES= 2:1 U o TO BE SEEDED-' o ' ``� CLASS B 18" THICK G/ ■ ��, n 1 0 �G O 24" CLASS V RCP TOP OF BASIN: 136.00' O WITHIN 7 DAYS . : ♦p0 �� \. \ < I `L BOTTOM OF BASIN: 133.00' I ■ ♦ \ s \ / \ x �, i / �3� p ` \ / 12' EMERGENCY SPILLWAY: 135.00' / I \ OG w�� O ♦ `� / c� I DITCH 9 ■ \�(/ \' \ / INVERT OF SKIMMER: 133.00' / ^ O # / .� �i �/ \ I �� DITCH #36 ♦ / v O I '- TO BE SEEDED L / IF J/ SIDE SLOPES OF BASIN ARE TO O �, M WITHIN 7 DAYS G j`�O _VARIABLE DRAINAGE BOG 'f SF�-007 Wm TO BE SEEDED V ** BE SEEDED WITHIN SEVEN DAYS. M I �� G EASEMENT • 001 <WITHIN 7 DAYS ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) / ■ \� v o ♦ \ i WITH 0.8" ORIFICE FOR DEWATERING THE / I ■ �O p�� 1c$ � G 36 5F d t ♦ / / SEDIMENT BASIN DURING CONSTRUCTION. ^ U I Q ti i1 I < n o o -V ■ CONTRACTOR TO ENSURE ** BE / TAIL END OF DRAINAGE DITCH TO n I O '\ X �' _ ' l P\ > / F/O #2 ` / CONSTRUCTED PRIOR TO BASIN BEING INSTALLED �� I TEMPORARY CHECK I N 0 G II S DITCH POSITIVE GRADE BACK TO O TO BE SEEDED, O EXISTING CROSS PIPE DAM WITH WEIR `' TEMPORARY / '3° WITHIN 7 DAYS}l� �' • / / DITCH #13 w \. '\ TO IN SEEDED (TYP) ■ DIVERSION BERM \ \ DITCH #37 / _ LO WITHIN 7 DAYS O TO BE SEEDED ♦ U \- �� DITCH #3 WITHIN 7 DAYS / o U < O TO BE SEEDED \ o I WITHIN 7 DAYS / n I \ 4 ♦s (TYP)' I BOG TO BE 7EDAYS v O ♦ `1 O n O 139.43 0 O l ' I \ / DITCH #1 139.28 /• / f TEMPORARY SKIMMER BASIN #1 I w r 0 2 o Off' L=84', W=44', D=3' ° o c�/ 0 TO BE SEEDED / TEMPORARY I< o f WITHIN 7 DAYS ONSTRUCTION ^ o SIDE SLOPES= 2:1 0 ^ / \�\\ ENTRANCE N/F / O O >139.16 G 00 TOP OF BASIN: 136.00 J I ,� �P / RAYMOND STANLEY CHAVIS &WIFE, G BOTTOM OF BASIN: 133.00' �h .00 / Q- KATHY L. CHAVIS O 12' EMERGENCY SPILLWAY: 135.00' I ' r 1" DB 5990, PG 893 --1 / o O`' / D EIP PB 99, PG 160 INVERT OF SKIMMER: 133,00' N I n / j OC n SIDE SLOPES OF BASIN ARE TO U < _ BE SEEDED WITHIN SEVEN DAYS. HOC' 133 135.29 / **ATTACH A 2.0" FAIRCLOTH SKIMMER (OR EQUAL)NTH 1.4" ORIFICE FOR DEWATERING THE ■ /7 / O 5 SEDIMENT BASIN DURING CONSTRUCTION. EIP E\ \ ' �� ■ 135.07 135.18 **TAIL END OF DRAINAGE DITCH TO BE O 134.75 135.24 ,�� / ( � L CONSTRUCTED PRIOR TO BASIN BEING INSTALLED u ( / �. o I � 06\ 0 Al 134.87 / \ j ♦ C> O° \ S U I 135.02 0 ♦ ' JO \ \ • ,� 0�1,- 134.73 n ■ / DITCH #7 V • u' ,/ / ' ■ \,0 ,� / 'TO BE SEEDED c' •0000 / / l • •' • I ^ _VARIABLE DRAINAGE \ \ O^ -1( \ ♦ ,' 11` "�' 7 ' o - 1� WITHIN 7 DAYS / ® \ I EASEMENT O� yS\ O ^ ^ Jti� `I! ■ I / 1Z 1 3 ^ / I o 007 -IS o6 I I Know what's below. � � TEMPORARY SKIMMER BASIN #2 \ /��%� X N/F oll _ _ _ / I ^ \ Call before you dig. DITCH \ r\ L=54', W=24', D=3' / / V p ,�O / ADAM GLENN ALPHIN Y g TO SEEDED \\ SIDE SLOPES= 2:1 ♦L � DB 9943, PG 500 I V WITHIN 7 DAYS v-<o TOP OF BASIN: 134.50' Ill. ,- J' o BOTTOM OF BASIN: 131.50' `L ) \ `l'� \� ■ �/ O /// U 7 12' EMERGENCY SPILLWAY: 133.50' ` (^ GRAPHIC SCALE O n O to , ■ l O cr \\ INVERT OF SKIMMER: 131.50' ♦ n / 50 0 25 50 100 I o) < SIDE SLOPES OF BASIN ARE TO ♦ / BE SEEDED WITHIN SEVEN DAYS. \Q / `I' `1' �' ' / O^ I ** 0 \ ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) I ■ g�, // \� WITH 0.8" ORIFICE FOR DEWATERING THE •I� �, y \� I �' `, ■ / of J SEDIMENT BASIN DURING CONSTRUCTION. IN FEET ) J Oj/v0 O **TAIL END OF DRAINAGE DITCH TO BE r /�, � o/ 1 inch = 50 ft. CONSTRUCTED PRIOR TO BASIN BEING INSTALLED /C, •' • ` \ _/ • / / EIP THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 1 1 1 I / / I 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com REVISIONS PROJECT NAME TARRANT ESTATES SUBDIVISION (ZERO LOT LINE) DETAILED GRADING AND EROSION CONTROL PLAN CLIENT STOUT LAND DEVELOPMENT, LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1827 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED AUGUST 9, 2022 SHEET NUMBER C-3ol