The URL can be used to link to this page

Home My WebLink AboutSW6231107_Plansheet - Other_20231115 (7) drawn by DD A ROA checked PROJECT reviewed S1 ITE GO Y 01 date ApriJ2023 0 tkD TSM rebor for project is set at: Setbacks Stop sign placements(ire job no. 20-1035-0'2 INLET STORM SEWER PROPER Z� TY OAD 47.2 LINE Fire Hydrant Bolt located near the "I" in Fireman near the shown schematically. Placements in field are to entrance of Friendship Grove Baptist Church on HWY _--SER\MACE LINE STN. I Front: 30' a ROW AT PROPOSED Back: 2V follow oil NCDOT standards H,tA's IQU "I 1�11 - 401/Fayettevile Rd. <ZIUV SAN SERV INV:> BACK 0 N-461895.8582 7S F\ -CONTOURS Side: 5' & specifications. _J INILKVAL) E:1953753.7635 EL:263.39 Follow all requirements of Hoke County. NCDOT, and NCDEQ. SANITARY 5� 6T1U-TY-EASE`ME-NA-UJ W SEWER 2 tn SANITARY SEWER 5 SIDEWALK Fire Hydrant Bolt located near the '4 1/2" close to the < < I In MANHOLE U) 6* LANDSCAPED AREA ADA intersection of Johnson Mill Rd. and HWY 401/Foyettevile Refer to Overall Project Notes on sheet 2 of Rd. this drawing set for additional information, HANDICAP',.., N:460110.8798 requirements, & specifications. RAMP TO ROC FISH ROAD SR 1406 FLOWLINE OF/ \ `�EXISTING SIDEWALK E:1952812.1044 CURB AND 3+Od CONTOURS EL:259.22 All proposed easements, incl. but not limited GUTTER- INTERVAL) to drainage and utility easements, are to be permanent unless specifically noted otherwise. 6- GATE11 04 WATLI WATER SYSTEM ROADWAYI�� NAVD-88. Horizontal coordinates per NC Grid System. Refer to final plot. LATERAL VALVE AND CL AND HYDRANT MAINLINE TEE STATIONING AND GATE VALVES VICINITY MAP DUCTILE IRON a) rA NTS WATER MAIN. clzl kWHERE WATER MAIN IS 2'SDR21, ENCASE THE 2" 0 SDR21 INSIDE 4" Ducni..E.) 0 -.d CO >Ld C: 0 cd 0 as C) -1 rA Gi 0 a) > .- < r. o LIJ P-4 NC,8* PLUG W 2*BLOWOFF VALVE & 9 03.63 ASSEMBLY HO DO 25-2.78 END (INSTALL AT �GRATE 2-5-2 12 OF PHASE 1 Lot 55 136- INV IN 246 15 ;?----63 R H006 2�52'19 CONISTRUCDON, 40 20 0 40 80 REMOVE W PHASE 2 118- INV IN 247.65 GRATE -252,12 CONSTRUCTION.) 42" IN OUT 245-65 ��2" INV IN 245.63 40 20 0 40 80 �l StN'PE 40 20 0 40 80 ROADW CL 2�-IN� OUT 245.61 SCALE 1 40' Tt7 PtR' 1 I ROADWAY CIL---� -- i 0+00m 1) 182.05' 42' ISCALE 1" 40' PER xa,g Rcp i Ll Ll ff 25-62- 3-0 DEEP 42- z45 61 ISCALE 1 40' STORMPIPE CL IN INV CIA— 3 9+03�63 Q� 0 09. V I5.62-40 STORMWATER HQOD�252.78 1 PER HE 20 0 40 80 OPEN / i I a / I I 11 717 A/ N f POND$GRATE 252 12 WALLt POOL 9+06.63 R -C I V IN 246 15 h SPACE IV b :�52:79 DETAIL SHEETS FOR 0 ONTROL PLAN AND 10 INV N 247165 GRATE.252.12 -�,RIP RAP !? (D SCALE 1" 40' 42- INV OUT 245.65 A9" INV IN 245.631 0+27, /1y,IMAIL M1 N' D PER STOR IPE CLA /I StN'PEIT I 142%-IN1bV OUT 245.61 4 i I [ Ij �� /io - IKUAUWAT CL I PHASE 1 1.91 KIOSK tOPEN '12' INV IN 237.01 CoNalnv�.IIIVN A .r ,RISER OVERFLOW 247.33 F, ROADWAY CL--- 1 I ! !,; ! I - / / ,,�2 33: 182.05� I INCLUDES INLET n OUT 2 / EE DETAIL SHEETS SPACE I ---T I 9f6' \-------it ! PER !4" INV OUT 244.79 42' Rcp SEE EROSIOA AT 8+31.82 AND STR PER p-2, I -1 7STORMPIPE CL PER / " I 1 , ,l'i Ii I �11'C CONTROL PLAN AND/ DOW )ADWAY CL'C S �TER TORMPIPE CL 4 NS UCTI NV OUT 245.46 POND CI 0 INV DETAIL SHEETS FiRl'0 On A RC 'ul 245 -...�,'-20'21 CLASS E' ZEQUIREMENTS AND/2, DDMONAL TO RIP RAP ADA PARKIN�6 -fogz REQUIREMENTS. MH AT 8+45.58/ AND RAMP 5PECIFICATION5.YV 1. (r) 2- NAGE 0+ STN 5 71 < 0 a _2Qi N4c MLAUWALL<(L L EXI'* I-OT 5 E PER SANII R N�RIM 2' 7 ro a_ STORMPIPE CL _CONTROL PLAN AND 24"k, +0 of 2730 1-8.6 STN ! DETAIL SHEETS FOR SEWER CL Cr In a 7�'-12" IN V IN 235,78 INV STORMWATER< 0 INV IN 2,55.61 1�- KLVVIKtMtN IS. VIV :�LOND IV OUT 3�1�.Z3 ILM - I f; -- A 2- INV IN 2,55.71!IPHASI; I IOSK W -2" INV OUT235.59' K 2">\ STORMPIPE CL STORMPIPE C CONSTRUCT10N INV_11N ;4�3/.Ul/ in 0+27'3 --BLOWOFF VALVE &0,0+54.571 1 STORMPIPI 4,C,J Ire.N. !-% FLK A INCLUDES --i --T--- -1-PER STORMPIPE -< / / 6��- 10 AT 8+31.82 AND P CL -CL1 ASSEMBLY-�, Ii '11�il - '12;POS'IDR26 -IN DOWNSTREA )WA, - I I, 110 i I ! / RISER OVERFLOW 247.33 QNSTALL AT END OPEN-,PER UUNSTRUCTH OUT 245.44� 12" SDR261 STN 5+0/.71� / k,L�v -. 00.22% I V 1 24* INV OUT 244.79 OF PHASE PER 0 25. 2' RIM 246 61� 1 / . - 11 Z)� - ONTROL PL NAND 1 0 -------I ....... EXTENDS FRO ADA PARKING CONSTRUCTI ;-Tk� - TORMPIPE CL 15" RCP E CbNt'141SEh i ON, SPACE DETAIL SHEE 12" INV IN M.78 REMOVE W PHASE 0 O.24W AND RAMP XIkfNG'W' RIP RAP > TT 5 0 ,i-RISER OVERFLOW-MH ATI1.34 M58T/ 8" INV 1 23611 1'� INV OUT 244.65 REQUIRkMENTS,;TN 5+1731i I" I- '24/.3,5 00 2% 1 NV OUT 235.71 SEE EROS� - / a 0+0 00 7.54k��--- 12 it'! 4" ORIFICE-t I N"'4' T �Y INV IN 33�bl 1 /7+88591 PLAN AND PE IT-AR 4 L SEWER CL PROF INV INV 246.75---DETAIL�HEETS FOR 3+42.24 R 12 '�.'71 THIS SHEET IN 23 RIP RAF 252.65 HOOD 252.65 1 '102" INV OUT 235.59 6" DRAWDOWN TEE W 48,85 REQUIRE .,GRATE 251,.9 GKATE�'251.98 1 /Z'18" PLUG-1 ---3.5" ORIFICE FI7 RCP 36" INV IN 246.0 INV 245.00 <,--BLOWOFF VALVE 7&9 15' INV OUT 247.95 PA FQLRE13 IAY ;1 M PER* 253 95'8" INV IN 247.59 �ROADWAY CL ASSEMBLY 1 V.IN.2 84 'AN n-FLOTATION . . . . . . .STN PER . . . . . . . . . . . . . . ./ CONSTRU 0 ROADWA CL 4 ON-A,L,,, . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .�42- INV OUT 45.59, F PHASE I MAIN POOL LOT'r-ca> . . . . . . . . . . . . . . . . . . . . . . . . . .CONSTRUCTI SPECIFICATION 2+2 .2 REMOVE W(INSTALL AT END 1pti LIA41SLIZ5 5' IN OPEN L S)AEETS > ION.) 248.4 . . . . . . . . . . E STORMWATER S " 0 POND U) . . . . . ....11 Ci f'.54 , . . . . . . . . . . .I ..... . . . . . . . . . . . . . . .INV IN 236.46-- . . . . . .124 IN SE NOTES 014 SHCU 2',".SP CIFIC TO THIS MH, .... . . . . .I6 26 25.62' OPEN II pro . . . .... . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . .. SPACE (O OUTFLOW FROM POND A EASTERN INFLOW TO POND A SANITARY SEWER ACROSS OPEN SPACE TO EXISTING MANHOLE.-------------- ---- LO -3.63 0 EXISTING ---STN 9:i7 7 GRADE\ ;.-- I - - STN 3+42.24 L 1 252il ------ ------- CO 2 TE-25 ----------5 5-0 2Z j2- 255 255--,-----HOOD 252.65 DE /FINIS-251.98--- STIN 3+42.24 R 36" INV IN 2,WA5---SJN 9+03.63 R HED:-- C0 0) GRATE -- ------D 252.651 GRADE 52.79--36" INV IN 246 09-HOD ------18" INV IN 247.65-----HOOD 2 7�...SHAPE AN[ 252.12 (--GRADE- ---------------- ------GRATE 251.98 INV OU NV IN 2 GRATE- 15* INV OUT 42" INV IN 245.6 8 4750 42 T 245.65-- LO (O > A 247.45 FLATTEN 15 NV N 247 STN 0+00'PER5TOR -------42" INV OUT 2�5.61--- -Fl-NIS E D C) GRADE ABOVE- IN LIT 245.59 MPIPE CL 42" --------- KAUIE- ------ ----------HEADWALL SHAPE AND-FO SHED FLATTEN ------- 7 4., 00 C) ------ ---FINIS---SHAPE AND'----------GRADE 0------GRADE -FLATTEN ------GRADE----- 0 co HEADWALL .-GRADE ABOVE-- 4 HEADWALL 250 250- 111) 250- 250 ------------- >SHAPE GRADE 10 x ER STORMPIPE CIL A SHAFE GIR DE 10 MATCH TO 15" RCPr, RISER OVERFLOW 247.33 -----------MATCH TO 4-1 24" NV OUT 244.79 14 NO -------------CULVERT INVERT---HEADWALL AND cL) cn SHAPE GRADE TO D -HEADWALL A--CULVERT INV MATCH TO 2' SDR 21---' ................IN THIS AREA.--IN THIS AREA WATER (D 0----CULVERT INVERT ------5.6 SDR 21 MAIN UKAU 8 N THIS AREA. ------ U) 2+07.67 WATER 0+00.0( 0+00.0INV T 24 6 .--,-!NV OUT 244.6 - -----------INV OUT 245. MAIN STN O+OT"PER 27 ISTN 0+00 PER U- n-STORMPIPE CL 245 ROSION 245 E E 245-T- 245 CONTROL PLA SEE EROSION, N AND -7-------- DETAIL SHEETS FOR CONTROL PLAN AND 7- ----------------- ------ 27.30,CONTROL PLAN D------ DETAIL SHEETS FOR RIP RAP T 5x5 CONIC RISER i REQUIREMENTS. 2e RCP-DET�kil. SHEE S FOR R P RAP RISER OVERFLOW 247.33 if 8" DI 0 0.50%-4" ORIFICE, INV 246 75-RIP RAP REQUIREMENTS. REQUIKLMLN I WATER ------ CLASS 3---6' DRAWDOWN TEE---: TH--------- MAIN Z EETS -------------3.5' ORIFICE, INV 245.00 ----SEE DETAIL SH---------- ------- -- -----------—-ADDITIONAL REQUIREMENTS AND 2 S 240 FOR ANTI-FLOTATION 240 PECIFICATIONS. 240 -----------I - ---------------8" SDR26 --------------- -----SANITARY r.1. ------ 0 0.22%SEWER ---------- SDR26,- -STN 8+12 OF— ---RIM 251.------ ____s INV"235 235 235 235 ANIURY- bIN INV SEWER 12" INV RIM 248.61 STN 5+17.71 INV IN 235,78------- RIM 247.54------ 8' INV IN 236.11 8- INV IN 235.61 SEE NOTES ON SHLT 2'----------- W& ----------------SPECIFIC TO THIS I IH ------SEE UTILITY PHASI NG --- ---- --- -L12" INV OUT 235.7312' INV IN 235.71--- --- ------- INFORMATION ON 12" INV OUT 235.59 PLAN VIEW ----------------------- 7 Z Z--------------2,30 -0+50 0+00 0+50 1+00 0+00 0+50 1+00 1+50 2+00 0 230 230 230- -2+! -0+50 0+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 W scale 1*=4'V. 11"=41Y H. Field Book No. N/A SHEET 1 1 AOF23 'b ADA NNLI' D G ALVE! (.El 1VC 1EADW