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Home My WebLink AboutSW3170506_APPROVED PLANS_20170528STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW��'7/% DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 'llel%6"Z5—y ' YYYYMMDD ABBREVIATIONS ABC AGGREGATE BASE COURSE MAX MAXIMUM AC ACRES MH MANHOLE APPROX APPROXIMATE MIN MINIMUM ASPH ASPHALT MJ MECHANICAL JOINT MON MONUMENT B-B BACK OF CURB TO BACK OF CURB MTL METAL BLDG BUILDING MW MONITOR WELL BM BENCHMARK BOC BACK OF CURB N/A NOT APPLICABLE BVC BEGIN VERTICAL CURVE NAD 27 NORTH AMERICAN DATUM 1927 NAD 83 NORTH AMERICAN DATUM 1983 C&G CURB AND GUTTER NC NORMAL CROWN CAN CABLE TELEVISION NC GRID NORTH CAROLINA GRID CB CATCH BASIN NCDOT NORTH CAROLINA DEPARTMENT CFS CUBIC FEET PER SECOND OF TRANSPORTATION CHI CHAIN LINK NCGS NORTH CAROLINA GEODETIC SURVEY CI CURB INLET NIP NEW IRON PIPE CIP CAST IRON PIPE NTS NOT TO SCALE CL CENTERLINE CM CONCRETE MONUMENT O/C ON CENTER CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER CO CLEAN OUT OH OVERHEAD CONC CONCRETE OSHA OCCUPATIONAL SAFETY AND CONSTR CONSTRUCTION HEALTH ADMINISTRATION CONTR CONTRACTOR OVH OVERHANG COR CORNER CULV CULVERT PA PARKING AREA PC POINT OF CURVATURE DELTA PCC POINT OF COMPOUND CURVATURE DCV DETECTOR CHECK VALVE PED PEDESTAL DDCV DOUBLE DETECTOR CHECK VALVE PI POINT OF INTERSECTION DI DROP INLET PIV POST INDICATOR VALVE DIA DIAMETER R PROPERTY LINE DIP DUCTILE IRON PIPE POC POINT ON CURVE DRW DRIVEWAY POS POINT ON SPIRAL DW DOMESTIC WATER POT POINT ON TANGENT PP POWER POLE EG EXISTING GRADE PRC POINT OF REVERSE CURVATURE EIP EXISTING IRON PIPE PSI POUNDS PER SQUARE INCH ELEC ELECTRIC PT POINT OF TANGENCY ELEV ELEVATION PVC POLYVINYL CHLORIDE EOP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION ESMT EASEMENT PVMT PAVEMENT EVC END VERTICAL CURVE EX EXISTING R RADIUS RAN RIGHT OF WAY FES FLARED END SECTION RCP REINFORCED CONCRETE PIPE FFE FINISHED FLOOR ELEVATION RETW RETAINING WALL FG FINISHED GRADE REV REVISED FH FIRE HYDRANT RPZ REDUCED PRESSURE ZONE FNC FENCE RT RIGHT FOC FACE OF CURB I RIGHT OF WAY MONUMENT FPS FEET PER SECOND SAN SANITARY GALV GALVANIZED SB SOIL BORING GL GAS LINE SHT SHEET GM GAS METER SIG SIGNAL GPM GALLONS PER MINUTE SPECS SPECIFICATIONS GRV GRAVEL STA STATION GV GATE VALVE STM STORM GW GUY WIRE SW SIDEWALK HC HANDICAP T TANGENT HCP HANDICAP PARKING TBM TEMPORARY BENCHMARK HCR HANDICAP RAMP TCP TERRA COTTA PIPE HDW HEADWALL TEL TELEPHONE HP HIGH POINT TEMP TEMPORARY HT HEIGHT TOC TOP OF CURB TOE TOE OF SLOPE ID INSIDE DIAMETER TOP TOP OF SLOPE IN/HR INCHES PER HOUR TOW TOP OF WALL INV INVERT TP TELEPHONE POLE ITL INDEPENDENT TESTING LABORATORY TRANS TRANSFORMER TYP TYPICAL JB JUNCTION BOX U/C UNDER CONSTRUCTION L LENGTH U/G UNDERGROUND LF LINEAR FEET UP UTILITY POLE LGT LIGHT LP LIGHT POLE VC VERTICAL CURVE LS LANDSCAPED VCP VITRIFIED CLAY PIPE LT LEFT WL WATER LINE WIN! WATER METER WV WATER VALVE WW WOVEN WIRE EXISTING N75'15'0'E 310.00, RAN ......................... O FES 9 M O WM 0 CM O well sign 0 S— —S W W G G o o —FO— FO— SYMBOLS NEW DESCRIPTION N 75'15'30" E PROPERTY LINE 310+00' R/w RIGHT OF WAY CENTERLINE — —.—.—.-- EASEMENT SETBACK LIMITS OF CONSTRUCTION 131 CONTOURS 1314.00 SPOT ELEVATIONS BENCH MARK PAVEMENT, SIDEWALKS CURB AND GUTTER TREE LINE . POND, LAKE, RIVER, STREAM RETAINING WALL — x x — FENCE GUARD RAIL SWALE/DITCH • —SF SF— SILT FENCE ))))))))))) TEMPORARY DIVERSION BERM INLET PROTECTION 51 CURB INLET, DROP INLET MANHOLE, JUNCTION BOX FLARED END SECTION O CLEAN OUT FIRE HYDRANT VALVE ■ WATER METER ------- 0 UTILITY POLE W/GUY WIRE o e CONCRETE MONUMENT, R/W MONUMENT WELL T SIGN TREES ► 7 THRUST BLOCK, PLUG, REDUCER OKEY NOTE NUMBER OSTORM DRAINAGE STRUCTURE NUMBER STORM DRAIN LINE no� —SAS— SANITARY SEWER LINE —W W— WATER LINE —G G— GAS LINE —0-0— OVERHEAD UTILITY LINE —UEE— ELECTRIC (UNDERGROUND) —UT ------ UT— TELEPHONE (UNDERGROUND) —FO------ fO— FIBER OPTIC CABLE CHAMANDY DRIVE GENERAL NOTES 1. EXISTING SITE BOUNDARY, LOCATION AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY COMPLETED BY COE FORESTY AND SURVEYING. EXISTING CONTOURS ARE SHOWN AT 1' INTERVALS. PROPOSED CONTOURS ARE SHOWN AT T INTERVALS. 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING TO ALL APPLICABLE OSHA REGULATIONS PERTAINING TO CONSTRUCTION ON -SITE. 3. CONTRACTOR SHALL PROVIDE THE NECESSARY SIGNAGE AND FLAGMEN WHEN WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY. UTILIZE TEMPORARY TRAFFIC CONTROL DEVICES TO ENSURE THE SAFETY OF EMPLOYEES AND THE GENERAL PUBLIC. 4. COORDINATE WITH ADJACENT PROPERTY OWNERS FOR ANY WORK REQUIRED OUTSIDE OF PROPERTY BOUNDARY. 5, CONTRACTOR SHALL VERIFY PROPOSED GRADES AND ELEVATIONS IN ADVANCE OF CONSTRUCTION OPERATIONS. NOTIFY ENGINEER OF ANY CONFLICT. 6. OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE APPROPRIATE AGENCIES PRIOR TO COMMENCEMENT OF ANY WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED UNDERGROUND UTILITIES. THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND UTILITIES. NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE A REVISION TO THE DESIGN. 8. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL CENTER (800) 632-4949 AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. CONSTRUCTION STAKEOUT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. -- — +� � r"'��1111111111111'191111111!®�u■■■•.__A_� 'vi��Eir��lliw`�—T— • �w n 1�..��llee��i ®A53 .. Lb ail - LI N WYE t VICINITY MAP NOT TO SCALE PROJECT: PROPOSED SHELL BUILDING 101 CHAMANDY DRIVE ROWAN COUNTY, NORTH CAROLINA ENGINEER: Allied Design, Inc. CIVIL ENGINEERING 4720 KESTER MILL ROAD WINSTON-SALEM, NORTH CAROLINA 27103 Phone: (336) 765-2377 Fax: (336)760-8886 e-mail: scausey@allied-engsurv.com OWNER/DEVELOPER: E C ROWAN, LLC 1340 CREEKSHIRE WAY SUITE 210 WINSTON-SALEM, N.C. 27103 PHONE: (336) 995-6877 BRIAN LUCAS SHEET INDEX: C1.1 SITE LOVER SHEET C2.1 SITE PHASE 1 EROSION CONTROL PLAN C2.2 SITE PHASE 2 EROSION CONTROL PLAN C3.1 SITE FINAL GRADING PLAN C4.1 SITE LAYOUT PLAN C5.1 SITE UTILITY PLAN C6.1 PUBLIC WATERLINE AND PRIVATE ACCESS DRIVE PLAN AND PROFILE C7.1 SITE LANDSCAPE PLAN C8.1 EROSION CONTROL DETAILS C8.2 EROSION CONTROL DETAILS C8.3 EROSION CONTROL DETAILS �w = C8.4 SITE AND UTILITY DETAILS o M C8.5 UTILITY DETAILS -o r C8.6 UTILITY DETAILS C9.1 PRE -DEVELOPED PLAN ;p C9.2 POST -DEVELOPED PLAN O C9.3 STORMWATER MANAGEMENT DETAILS (POND DETAIL PLAN) C9.4 OUTLET STRUCTURE DETAILS C9.5 STORMWATER MANAGEMENT DETAILS (POND PLANTING DETAIL PLAN) C9.6 INLET AREA DELINEATION PLAN R ;ypyp��i +f r6 res* r -�7;ir�r jf 35. -1: t Cl� Cf.E >u)3t77D522�-' RECEIVED 1 9 IQ / DENR-DEMLR Land Quality Section Mooresville Regional Office <52011 aQUAL1r✓ cF4;1i*jl;VG (o 0 l N Z z U J � Q _ U E C: p ¢ F O Z �a �Z N J W 6 oD N 0? VJ W(o Z W U) M (0 Z tO z W � YOF � U _C( N Z O X O v�aiit kaS�' y, �i • Mi.tCpV FIRM LICENSE C-1891 J Z LIJ M LLl > U LL U m Q z z 13f O 2 } LLLJ r (n LLl Z w 2 v Z � LU Z LL N v M U Q CIDN C3 O � m mz o w a z 3: o v ui o 0 3 W Z w O -> > w u� a z Z U Z W Z 0Lu 2 K Z itof W W A 0 w K o a O LL p LL W N W D ] T N W N N 0 0 0 U Z ¢ m U SITE COVER SHEET SHEET C 1 , 1 1:1 Q\ .— `�9 ti \ ti 11 201 C t 218 i C 08 C C 101 _ --------------- \. `. 200 D D zt7 tm D too Y ------ -- --- - --- -------------- ------ -----------=-------------- __ ________ -== - i - Y J _ — — _ ___ _______ ____ ____ ____________ __________ ___________________________)If , J"_ _ --------�---------------- -------------------------------------- ---------,- -------------- ----- - --- -- ---- ----------it ___ _____ __ ____ _________ _____ \ ___ __ ___-- _-_______ .O.._ I It ! \ Ilt --- ------------------------1 ',,-----------_ l ! ;I �J. ♦.,._______________ ______________ __- III1. _ _ ------—--- ------------ ----------------------- __--------- -- -- --- -- ---- -------------1'J '\ ---= — — — — - — — — — _`_z — _ - SITE DATA OWNER/DEVELOPER: TAX MAP 403 PARCEL 38 DB 9995 PG 7700 E C ROWAN, LLC 1340 CREEKSHIRE WAY SUITE 210 WINSTON-SALEM, N.C. 27103 PHONE. (336) 995-6877 BRIAN LUCAS ENGINEER: ALLIED DESIGN, INC. 4720 KESTER MILL ROAD WINSTON-SALEM, N.C. 27103 PHONE. (336) 765-2377 FAX: (336) 760-8886 STEVE M. CAUSEY, P.E. scausey@allied-engsuw.com VICINITY MAP NOT TO SCALE KEY NOTES (D PROPOSED BRICK OR CONCRETE CATCH BASIN. NCDOT STANDARD 840.01 OR 840.02. OB PROPOSED BRICK OR CONCRETE OPEN THROAT CATCH BASIN. NCDOT STANDARD 840.04 OR 840.05. \OC PROPOSED BRICK OR CONCRETE DROP INLET WITH HEAVY DUTY \ CONCRETE COLLAR. NCDOT STANDARD 840.14 OR 840, 15 WITH U.S. \ FOUNDRY 4139 FRAME AND 6429 GRATE. O \ /A OD PROPOSED CONCRETE FLARED END SECTION. NCDOT STANDARD 310.01. O OE PROPOSED BRICK OR CONCRETE MANHOLE. NCDOT STANDARD 840.51 OR 84.52. 1 ' 1 OF PROPOSED PERMANENT STORMWATER MANAGEMENT DEVICE. REFER OI U) - TO SHEETS C9.1-C9.5 FOR DETAILS. I PROPOSED 4" SCH 40 PVC ROOF DRAIN LINE @ 1.0% MINIMUM GRADE I WITH TRANSITION COUPLING AT ALL DOWNSPOUT LOCATIONS. UTILIZE TEES, BENDS, WYES, ETC. AS REQUIRED FOR TIES TO ROOF DRAIN �\ O 1 N TRUNK LINE. REFER TO ARCHITECTURAUPLUMBING PLANS FOR EXACT \\ LOCATION. \. . __ .... (D PROPOSED 10" CAST IRON OR DUCTILE IRON ROOF DRAIN LINE @ MINIMUM GRADE WITH TRANSITION COUPLING AT ALL DOWNSPOUT LOCATIONS. UTILIZE TEES, BENDS, WYES, ETC. AS REQUIRED FOR TIES 1. TO ROOF DRAIN TRUNK LINE. REFER TO ARCHITECTURAUPLUMBING PLANS FOR EXACT LOCATION. - 1 1 OI PROPOSED 8" SCH 40 PVC ROOF DRAIN LINE @ 1.0% MINIMUM GRADE. UTILIZE TEES, BENDS, WYES, ETC. AS REQUIRED FOR TIES. \ \ YY - - O PROPOSED 10" SCH 40 PVC ROOF DRAIN LINE @ 1.0% MINIMUM GRADE. r _ UTILIZE TEES, BENDS, WYES, ETC. AS REQUIRED FOR TIES. PROPOSED 12" SCH 40 PVC ROOF DRAIN LINE @ 1.0% MINIMUM GRADE. UTILIZE TEES, BENDS, WYES, ETC. AS REQUIRED FOR TIES. PROPOSED 15" SCH 40 PVC OR RCP ROOF DRAIN LINE @ 1.0% MINIMUM GRADE. UTILIZE TEES, BENDS, WYES, ETC. AS REQUIRED FOR TIES. PROPOSED 10" CAST IRON OR DUCTILE IRON ROOF DRAIN LINE @ 1.0'io MINIMUM GRADE. UTILIZE TEES, BENDS, WYES, ETC, AS REQUIRED FOR U) I TIES. 1 r � PROPOSED 12" CAST IRON OR DUCTILE IRON ROOF DRAIN LINE @ 1.0% MINIMUM GRADE. UTILIZE TEES, BENDS, WYES, ETC. AS REQUIRED FOR TIES. PROPOSED 15" CAST IRON, DUCTILE IRON OR RCP ROOF DRAIN LINE @ I 1 MINIMUM GRADE, UTILIZE TEES, BENDS, WYES, ETC. AS REQUIRED FOR 1 I O PROPOSED 4" CAST IRON STORM DRAINAGE CLEAN OUT. CV 1 1 .v j �U) 1 \ I U) 1 1 I�40 Yr, Y ,i9 i3 red s r� I I � 0 a4r pfyn �,,; �f;- _=itrt u>Etg, ftte sisrtfrr ; • � � = (!) i by VI RANDAIL , ,•, ",-- • .. RECEIVED DENR-DEMLR Land Quality Section GRAPHIC SCALE Mooresville Regional Office (71) 0 t` N z Z U J O C of U E C: O a� z �O O N Z�mrn • (n Z_ J N co C ED Q% W W cep 0? w I—N Z WIn for m N W Y0 co ° co 4 0 Z 0 o L-E ,I, ., Ik-I FIRM LICENSE C-1891 Z J i Z W LLI WOf J > U Q H m z o 0 W W O X 2 } LIJ Z 2 U Z O < W LLIJ C:) U ^ >Z w v m? U U (D > N o 0 FF-- m m 0 Lu z o U fii a v o SITE FINAL GRADING PLAN SHEET C3,1 1:1 (INI) t inch = 40 ft. • � 7-F r70� SIHSEMENT E E �E I I I i 60' PUBLIC --�I WATERLINE ' EASEMENT I I ZSR, I CHAMANDY DRIVE (601 PUBLIC R/W) C E i / / / / / J1 3 SITE DATA OWNER/DEVELOPER. TAX MAP 403 PARCEL 38 DB 9995 PG 7700 E C ROWAN, LLC 1340 CREEKSHIRE WAY SUITE 210 WINSTON-SALEM, N.C. 27103 PHONE: (336) 995-6877 BRIAN LUCAS ENGINEER. ALLIED DESIGN INC. 4720 KESTER MILL ROAD WINSTON-SALEM, N.C. 27103 PHONE: (336) 765-2377 FAX. (336) 760-8886 STEVE M. CAUSEY, P.E. scausey@allied-engsuN.com PROPERTY INFORMATION EXISTING ZONING - LI JURISDICTION - TOWN OF GRANITE QUARRY USE - INDUSTRIAL LOT SIZE - 35.91 AC YARD AND SETBACK REQUIREMENTS SETBACKS: 25' FRONT BUILDING SETBACK 10' SIDE BUILDING SETBACK 30' REAR BUILDING SETBACK MAXIMUM BUILDING HEIGHT: 50, PARKING CALCULATIONS WAREHOUSING/INDUSTRIAL PARKING CALCULATION: 0.25 SPACES/1.000 SF GFA 0.25 SPACES' 150,000 SF GFA/1,000 SF PARKING REQUIRED: 38 SPACES PROPOSED PARKING: 129 SPACES (REGULAR) 5 SPACES (HANDICAP) TOTAL PARKING PROVIDED: 134 SPACES OFF-STREET LOADING SPACE CALCULATIONS WAREHOUSING/INDUSTRIAL LOADING CALCULATION: 1 SPACE OF 500 SF PER 10,000 SF GFA 1 SPACE ` 150,000 SF GFA/10,000 SF LOADING REQUIRED: 15 SPACES OF 500 SF 7,500 SF PROPOSED LOADING: 15 SPACES SUA CALCULATIONS __ EASTER CREEK PARTNERS BUILDING January. 27, Z017 - SQ- FT. ACRE TOTAL SITE AREA:. 1,564,216 35.909'. BUILDING:_ 150,000 3.444 PAVEMENT/CONCRETE: 152,389 3A98'. PAVEMENT (FUTURE):,_ 14,770 0.339' TOTAL: 317,159 6.942 PERCENT BUA:19.33% _ 8'-0" SHOULDER lre PER FOOT T 12" 3,_o„ (; WATER T MINIMUM COVER 50' R/W 25'-0" 25'-0" 31'-0" 8'-0" SHOULDER 3" 119.00 3 t /4" PER FOOT 114" PER FOOT— IY PER FOOT �IF~I 12" 8" COMPACTED ABC 1 -6 3" MINIMUM DEPH (MIN) UNDER CURB AN GUTTER 2'-6" STANDARD CURB AND GUTTER STORM SEWER 15MINIMUM COVER TYPICAL SECTION NEW PUBLIC ROADWAY NOT TO SCALE - ^v* a: A 4 At w Y lbw *k o'kaaalim,.- . r N - axwr Q Z V O U E s� = 0 a Q Z Z Z CO 0) O) (q ao c t✓' a '2 co -a) Q) gwm w s#>I 00 Z wcq MF N Q U r 0- uLL r VICINITY MAP NOT TO SCALE ��p tN)gr�p KEY NOTES `�.CARv��'' `,OQ ... S f* OA NEW LIGHT DUTY ASPHALT PAVEMENT. PROVIDE 2" S9.5B SURFACE COURSE 'Q� ON 6" COMPACTED ABC BASE COURSE. r' 9701 r (: + c OB NEW HEAVY DUTY ASPHALT PAVEMENT. PROVIDE 1.5" S9.58 SURFACE COURSE ON 3" 119.00 BINDER COURSE ON 8" COMPACTED ABC BASE COURSE. 1 f�; � .,�jx �, CO NEW CONCRETE LOADING DOCK. PROVIDE 6" 4,500 PSI CONCRETE WITH i„',�.•�pv 6x6x#4x#4 WELDED WIRE FABRIC LOCATED IN CENTER OF SLAB ON 8" i�"""'u•'` COMPACTED ABC. OD NEW 4" THICK 3,000 PSI CONCRETE SIDEWALK. SIDEWALK SHALL BE TURN DOWN STYLE ADJACENT TO PARKING/DRIVE AREAS. SEE ARCHITECTURAL PLANS FOR JOINT LAYOUT. (TYP. 4'-0" O.C. MAX.). . OE NEW STANDARD 2'-6" CURB AND GUTTER, NCDOT STANDARD 846.01. O NEW HANDICAP RAMP IN ACCORDANCE WITH ADA ACCESSIBILITY FIRM LICENSE C-1891 GUIDELINES. HANDICAP RAMP SHALL HAVE DETECTABLE WARNINGS INSTALLED IN ACCORDANCE WITH THE TOWN OF GRANITE QUARRY REQUIREMENTS. GO NEW 4" WHITE PAVEMENT MARKING. OH NEW R7-8, 37-8A AND R7-8D HANDICAP SIGNS WITH "VAN ACCESSIBLE" SIGN Q MOUNTED ABOVE AND 1250 FINE" MOUNTED BELOW IN ACCORDANCE WITH Z ADA REQUIREMENTS. J 0NEW R7-8 AND R7-8D HANDICAP SIGNS WITH 1250 FINE" MOUNTED BELOW IN V X_ ACCORDANCE WITH ADA REQUIREMENTS. Y ; Q JO REQUIRED HANDICAP SPACES. THESE SPACES DO NOT REQUIRE PAINT LU („) > V MARKINGS ON ASPHALT TO DESIGNATE HANDICAP PARKING. U-1 J OK NEW 4" THICK 3,000 PSI CONCRETE STOOP. SEE ARCHITECTURAL PLANS FOR Z i JOINT LAYOUT. (TYP. 4'4" O.C. MAX.). U Im Q O Q Z Z OL NEW BICYCLE RACK IN ACCORDANCE WITH TOWN OF GRANITE QUARRY Q�1 V '^ ) Q REQUIREMENTS. ULj W O 2 OM TAPER TOP OF CURB DOWN OVER 5' TO MATCH CONCRETE STRIP. W = j ON NEW 8' WIDE CONCRETE STRIP TO SIGNIFY END OF CITY MAINTENANCE. Z LLI U O PROVIDE 6" 4,500 PSI CONCRE7 E ON 8" COMPACTED ABC. CD (,) NEW CONCRETE. >> NEW LIGHT DUTY ASPHALT PAVEMENT. LL NEW HEAVY DUTY ASPHALT PAVEMENT. w GENERALNOTES 1. ALL DEVELOPMENT SHALL CONFORM WITH THE TOWN OF GRANITE QUARRY "UNIFIED DEVELOPMENT ORDINANCE". 2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB AND FACE OF BUILDING, UNLESS OTHERWISE NOTED. VERIFY ALL BUILDING DIMENSIONS WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. 3. ALL PAINT STRIPING, PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION. 4, SPILL TYPE CURB AND GUTTER WILL BE PROVIDED WHERE REQUIRED TO ACHIEVE POSITIVE DRAINAGE AWAY FROM THE FACE OF CURB, CURB AND GUTTER CONTRACTOR SHALL REVIEW STRING LINES PRIOR TO CURB AND GUTTER PLACEMENT TO ENSURE ADEQUATE DRAINAGE IN SPILL AREAS AND AROUND ALL RADII. 5. EXISTING SITE BOUNDARY, LOgjTICN,AND, TOPOGRAPHIC, INFORMATION TAKEV,,,g0._m ?i SURVEY COMPLETED BY Z'QIw �TY AND SURVEYING. zo p'7t,. r✓sap .l)i 6y 14 14A.NZA- .., �_. _ c4.0 1 5.L5--w17 6" 2 0" 1/2" PER FOOT 3"R 6" — 1/2" PER FOOT 12" 6" 7" CA C (3" "MINIMU ) 8" CABC PROPOSED 12" 2'-6" PAVEMENT SECTION NCDOT 2'-6" CURB AND GUTTER DETAIL NOT TO SCALE RECEIVED ' ° 20 0DENR-DEMLR Land Quality Section Mooresville Regional Office GRAPHIC SCALE ( IN FEET ) 1 inch = 40 tk Q o O Z F- m m o of Z x w m Q z 2 ru 3 w_ �j w O a > a z > w U Ww z W Z p w zk z w w w w O p w w O M N D N N w 4 n n r N 0 N fh 0 � 0 U z ¢ m U SITE LAYOUT PLAN SHEET C4,1 1:1 0. b. i ��I) CHAMANDY DRIVE (601 PUBLIC RM/) LIGHT A LIGHT POLE HYDRANT 1,� 1 POLE p ,p VALVE VV EX 12" DIP W/L SRU VV )T VV n VV m - f0k70'SIGHT - - EASEMENT 2-2" DIRECT TAPS W/ 2" VALVES 1-2" PLUG W/CONC\ I THRUST BLOCKING \i v 1- 8" GATE VALVE 1-8" PLUG W/CONC THRUST BLOCKING 2-8"x8" HYD TEES 2-8" GATE VALVES 1-8"x6" HYD TEE 1-6" GATE VALVE 1-8" GATE VALVE i 1-FH ASSEMBLY I I 60' PUBLIC �I WATERLINE EASEMENT I I I I I I I I I I\208 W GENERAL NOTES SITE DATA 1. ALL WATERLINES SHALL BE INSTALLED WITH A MINIMUM OF 3'-0" OF COVER, UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ROUTING OF THE WATERLINE OWNER/DEVELOPER: TAX MAP 403 PARCEL 38 ABOVE OR BELOW STORM DRAINAGEISANITARY SEWER LINES TO MAINTAIN 18" MINIMUM VERTICAL OB 9995 PG 7700 SEPARATION AS WELL AS MINIMUM COVER REQUIREMENTS. EASTER CREEK PARTNERS, LLC 2. VERIFY ALL ILLUSTRATED UTILITY CROSSINGS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF 1340 CREEKSHIRE WAY SUITE 210 CONFLICTS ARE ENCOUNTERED. LIGHT WINSTON-SALEM, N.C. 27103 POLE PHONE: (336) 995-6877 3. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN WATER AND STORM DRAINAGE PIPES, 18" _}1 —� BRIAN LUCAS MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER PIPES AND 24" MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE PIPES. —_ ,\ LIGHT PLE ENGINEER: ALLIED DESIGN, INC. 4720 KESTER MILL ROAD 4. ALL PRIVATE WATERAND SEWER SERVICE CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA BUILDING CODE, LATEST EDITION. WINSTON-SALEM, N.C. 27103 PHONE: (336) 765-2377 S. ALL WORK SHALL BE PERFORMED/INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S \ FAX: (336) 760-8886 RECOMMENDATIONS. STEVE M. CAUSEY, P.E. 6. CONTRACTOR TO COORDINATE ALL UTILITY TIE-INS TO EXISTING WITH SRU. / , \ scausey@allied-engsurv.com 7. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL BE REQUIRED TO HIRE A THIRD PARTY UTILITY LOCATOR TO FIELD DESIGNATE UTILITY LOCATIONS: f ® • ® ® ® m ® i• 0 a PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PROPOSED 10 X70 SIGHT \ UTILITY CROSSINGS. THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORTS TO PROTECT ANY. EASEMENT UNKNOWN UNDERGROUND UTILITIES. NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE R ` DISCOVERED THAT WOULD NECESSITATE A REVISION TO THE DESIGN. 8. COORDINATE ROUTING OF ELECTRICAL SERVICE WITH LOCAL UTILITY COMPANY. "' "'• -- M \ 9. COORDINATE ROUTING OF NATURAL GAS SERVICE WITH LOCAL UTILITY COMPANY. S \ 10. COORDINATE ROUTING OF TELEPHONE SERVICE WITH LOCAL UTILITY COMPANY. ' VICINITY MAP 11. COORDINATE ROUTING OF CABLE SERVICE WITH LOCAL UTILITY COMPANY. O ` 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY FEES. NOT TO SCALE 13. CONTRACTOR SHALL VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL SANITARY SEWER KEY NOTES SERVICES, WATER SERVICES AND DOWNSPOUT CONNECTIONS WITH THE OWNERIARCHITECT PRIOR TO ' HYDRANT INSTALLATION. OA PROPOSED 12"x8" TAPPING SLEEVE AND VALVE BY SALISBURY-ROWAN UTILITIES 14. ALL UTILITY SERVICES ARE TO BE TERMINATED AT A POINT LOCATED 5'-0" FROM THE BUILDING, THE WHEN REQUESTED BY CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE FINAL CONNECTION TO THE LIGHT BUILDING. O PROPOSED 2" WATER METER AND 2" MANIFOLD DOUBLE CHECK ASSEMBLY TO POLE THE SALISBURY-ROWAN UTILITY STANDARDS AND SPECIFICATIONS IN AN 206 207 O 105 15. STABILIZING STONE TO BE PLACED AS REQUIRED BY GEOTECHNICAL ENGINEER WHEN CONDITIONS APPROVED ABOVE GROUND ENCLOSURE WHICH SHALL INCLUDE CONCRETE 205 ,Os , WARRANT. PAD, PROVISION FOR 110 AC, AN APPROVED HEAT SOURCE, ASSE 1060 \ 18. ALL EXCAVATIONS SHOULD BE SLOPED OR SHORED IN ACCORDANCE WITH LOCAL, STATE AND CERTIFIED ENCLOSURE, AND PROVISIONS FOR TAMPER SWITCH WIRING FROM FEDERAL REGULATIONS, INCLUDING OSHA EXCAVATION TRENCH SAFETY STANDARDS. THE BUILDING TO ASSEMBLY ENCLOSURE. INSTALLATION SHALL BE BY A NORTH CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. CAROLINA LICENSED UTILITY CONTRACTOR. I tl I ' 60 SHEETS C3.1 AND C8.3 FOR DETAILED STORM DRAINAGE INFORMATION. OC PROPOSED 2" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE TO A POINT PLANS5'-0" FROM BUILDING. COORDINATE WITH ARCHITECTURAUPLUMBING PLANS FOR EXACT LOCATION. 4 1 r'S1_ C6~ • ��- 8 • / • - - • ! 10 1. 11 1 �,� - - - - • - i • �,/ • • j J• `�_ J • I p OD PROPOSED 2" WATER METER SET 2' FROM BACK OF CURB TO EDGE OF METER. 204 \A/ I I O PROPOSED B" SPRINKLER CONNECTION. A NC LICENSED UTILITY CONTRACTOR O \\ SHALL INSTALL THE 8" DI PC 350 FIRE PROTECTION LINE WITH A 8" RPPA BACKFLOW PREVENTOR TO THE SALISBURY-ROWAN UTILITY STANDARDS AND L O (n - SPECIFICATIONS IN AN APPROVED ABOVE GROUND ENCLOSURE WHICH SHALL INCLUDE CONCRETE PAD, PROVISION FOR 110 SION APPROVED HEAT SOURCE, 8 B IC ASSE 1060 CERTIFIED ENCLOSURE, AND PROVISIONS FOR TAMPER SWITCH WIRING FROM BUILDING TO ASSEMBLY ENCLOSURE. ALL PIPING SHALL BE PE "K" + \ p LIGHT (n 1 DUCTILE IRON MECHANICAL JOINT WITH MEGA LUGS FROM THE CONNECTION AT DOME _ 1 THE MAIN TO A POINT OF AT LEAST 5-FT PAST THE OUTLET VALVE OF THE ___ _ _ ____ __ ___ ___ _ __ _ _______ _ __ POLE 1 ! T"--- BACKFLOW PREVENTER. PROVIDE FDC CONNECTION ON THE SIDE OF THE 204 W ENCLOSURE WITH 5" STORZ CONNECTION, WAFER CHECK VALVE AND }" BALL F N W/L ! ! DRIP. ! OF PROPOSED B" DI PC 350 FIRE PROTECTION LINE FROM BACKFLOW PREVENTOR ! - I TO THE BUILDING. WHERE 8" LINE GOES INTO BUILDING, UTILITY CONTRACTOR E �PIR I � TO TURN PIPING UP AND CAP 12" ABOVE THE PROPOSED FINISHED FLOOR. H - - —t COORDINATE WITH PLUMBING PLANS FOR EXACT SIZE AND LOCATION. INCLUDE + N FLUSHING AND STATIC PRESSURE TEST IN ACCORDANCE WITH -- - - - r-, FIREIRE SYSTEM ' C REQUIREMENTS IN UTILITY PRICING. ALL FLUSHING OF FIRE PRO WATER LINES MUST BE WITNESSED BY THE FIRE DEPARTMENT. PROPOSED PUBLIC FTANI ISBURY-ROWANUTIILITY STA N ACCORDANCE WITH THE NDARDS ARDS AND SPECIFICATIONS. 5 I ! I c! ! I I I PROI-�'] OS E!D I N I O PROPOSED PUBLIC FIRE HYDRANT DEDICATED TO THE FIRE DEPARTMENT U_I L D I_N C ' CONNECTION IN ACCORDANCE WITH THE SALISBURY-ROWAN UTILITY I 1 STANDARDS AND SPECIFICATIONS •h� 4 T - - �— -- - _ \ J I N I0 PROPOSED SANITARY SEWER TAP BY SALISBURY-ROWAN UTILITIES. SRU WILL 1501000 SF ! i MAKE THE SEWER TAP INTO THE EXISTING MANHOLE AND INSTALL A SERVICE 1 LATERAL THAT WILL TERMINATE WITH A CLEAN -OUT AT THE EASEMENT LINE AS ! SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE CONNECTION TO F F E-735.25 cn 1 THE SERVICE LATERAL AND INSTALLING THE LINE BETWEEN THE BUILDING AND 1 ' THE CLEAN -OUT INSTALLED BY SRU. P PVC OR CAST IRON SANITARY SEWER SERVICE AT 1.0% MINIMUM -- -- ----- - ----- __. -- - -- -- --- ---__ ___ .__. ` I GRADE BUILDING. OI TRANSITION ------E-f GASKET ATCONNECTION IF GOING FROM PVC CASTCOORDINATEIRON. WITH ARCH ITECTU RAUPLUMBING PLANS FOR EXACT LOCATION. gal ! (n I O PROPOSED 4" CAST IRON CLEAN OUT. IN VEHICULAR AREAS, PROVIDE TRAFFIC I RATED CLEAN OUT, WITH A CONCRETE COLLAR. I LO PROPOSED NATURAL GAS SERVICE BY PIEDMONT NATURAL GAS. ACTUAL !, INV--725.83 (n LOCATION TO BE DETERMINED AND WORK PERFORMED BY LOCAL UTILITY ! ! COMPANY. i iF K TYP.1 S S 6" SD 5 1 I 1 R3 P 3 ,oa S �O V= SSEVVER J (A 1 I I i I I I I ! I --- ! I '�_� ' : • 1 I RIM 7yO'8 ! • - - �� - - �'C•r - - - S 1 INy,ERT 721.7 10 ■ a2 102 / ® i I v : are-1u lr .r 1 rbe stlF.e P� / 1v .lyt.t ens / ® on. .tt. I� r S i '\ 2�. �•� tormwatar['Ltc�'(i-;; G ! I /. / / / ` RIM 727.7 Y H 4 IaAn+u �(o-,C si r7 / GOG 0000 KEY NOTES TEMPORARY 8" RPPA BACKFLOW PREVENTOR TO THE SALISBURY-ROWAN UTILITY STANDARDS AND SPECIFICATIONS IN AN APPROVED ABOVE GROUND / ENCLOSURE WHICH SHALL INCLUDE CONCRETE PAD, PROVISION FOR 110 AC, AN APPROVED HEAT SOURCE AND ASSE 1060 CERTIFIED ENCLOSURE. ALL PIPING / SHALL BE DUCTILE IRON MECHANICAL JOINT WITH MEGA LUGS FROM THE 1-8"x6" HYD TEE 201 / CONNECTION AT THE MAIN TO A POINT OF AT LEAST 5-FT PAST THE OUTLET 1-6" GATE VALVE O I 2,8 toe 01 / ! OG , VALVE OF THE BACKFLOW PREVENTER. 1-FH ASSEMBLY / / ON TEMPORARY 3/4" SAMPLING TAP TO BE INSTALLED AT THE END OF THE WATER 1-6" PLUG WlCONC / LINE. THE FIRE HYDRANT CANNOT BE USED FOR SAMPLING. I . � THRUST BLOCKING / / / CONTRACTOR SHALL BORE AND JACK BENEATH CHAMANDY DRIVE. PROVIDE 40 I / ® LF 16" STEEL ENCASEMANT PIPE (0.250" WALL THICKNESS). BORE SHALL BE IN I I ' ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 1_ ---------- ------------------------ / ' / . I STANDARDS AND SPECIFICATIONS. --------------------------------- ---- R E C E IVE D „ II I. 1 1-- - I 11 11 iI li rl- ------------------------ '_- '_-------------------------------------__---_---'- '--------- i I i 11 'IIIL__________________________________________________________________________________________________ ,II'i II I - II III I I I III- - ---- ----------------------------'I I II 11 II-------------------------------------------------------------------------------------------------------- II- -- -- - ----- ------ --- ---- - - ----- II It— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _____________ _____ HG� 10 00,% o / ' O 00JFF��1. / p\O[ P/ . 10 [ / IIII Pe � G �111 / 9 O G GRAPHIC SCALE I 1 I: :=:= / It � r► 40 ,_ �Q� � / ♦ o zo 4o eo IN FEET 1 inch = 40 ft. , DENR DEMLR Lad Quality n ua li Secti on Moore sville Regional I Office Cl) O N N Z U J O � U E = 8 Q Z - O "� Of z coN J op 6 Y! w W w °° ° Z w�CDrrm U C_"� w LU0 Y� �C0 i Q U N z O X a V a I L C '*1i11tiY tl li pSttrrr 1 110 aiitC€kk i4#{ FIRM LICENSE C-1891 J z J O U W W - LU z R x U m a Z o U) y < z W W w w _ z W (n Z J o W CD v z a W o w r- Q o to N O m z LU w z U ii a ❑ U O w w z w O > w w a z z L�j z w w LU LU Z Z z z n w w 0-' W W o a a LL C 0 w ydil w w m w SITE UTILITY PLAN SHEET C5m 1 I _. CHAMANDY DRIVE SITE DATA (601 PUBLIC RM) OWNER/DEVELOPER TAX MAP 403 PARCEL 38 DB 9995 PG 7700 E C ROWAN, LLC 1340 CREEKSHIRE WAY SUITE 210 WNSTON-SALEM, N.C.27103 PHONE: (336) 995-6877 -- - -------- - .. . .... .. _AAt BRIAN LUCAS ENGINEER. ALLIED DESIGN, INC. 4720 KESTER MILL ROAD WINSTN.C. 27103 ..... . . . ...... . > PH ONEO: (336) 765-N-SALEM, 2377 FAX. (336) 760-8886 STEVE M. CAUSEY, P.E. ---- ---- �usey@allied-engsuw.com _0 .... ...... . . ... ..... . .. .. ...... ��'�l�Y I�lel!lPS�I 205 0 -77- 204 0 FIRM LICENSE C-1891 0 PA z w 0 W LU 0 z < o 0 U) 3: Z < Z - LU Of LU 0 2 < >- 1- z (n z D < LILI Of w 0 z W 29 U) CO > 0 z 5-: 0 Lu LU z 6j 0 w F- Of T < E z 0 > Fz w a. Z 200 217 ---------- Z: — — — — — — — — — — — — — — — — — — — — — — - — -- — — — - — — — — — — — — — — — — — — — — — — — — --- — — \ — — — — — — -- — --- — — — — — --- — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — 7� fit L -- ------------ -------------- --------- ---------- — ---------------------------- ---------- -------------------------- 7 RA POST -DEVELOPED AREA= 10.00 AC - - ------ ON111110— POST-DEVELO-ED FLOW PATH 4 U) 0 z 0 CA w 0 2 0 0 w w tL Ito 0 wxv; z < - PeqV- by POST RECEIVED DEVELOPED I� ,11�) PLAN DENR-DEMLR Land Quality Section GRAPHIC SCALE Mooresville Regional Office SHEET C9.2 ( IN FM ) I inch = 40 ft 1:1 7�_ , y --_� -----�--------------- I--_—,—____—____ _______________ 3_____________________________________—___-- ) I \ —' -----------------------------------------------=------- I ____________ __—_—_ __—_—_ _____ ------ — — — — — ` — — — — — — — — — — — — -- — — -- — — — — — — — -- ------ — -- ---—!�'------------------i I I I I ----- ---- — — —�—='� — - 11� /// II I IIIII \ I IIIII .. .... II j 1\ I I II I 11 I I I---. L----------=------------._ -- .I \\\ \ I I II I� L _______ _______ ________ ___— III I \\ I I I ---------------------------------- 11i / ��_--- ------------- - - - t ---------------- do = PIPE DIA La = APRON LENGTH W = APRON WIDTH do + La d = APRON DEPTH NOTES: 1. SEE SCHEDULE FOR DIMENSIONS. 2. INSTALL A FILTER BLANKET OR FILTER FABRIC BETWEEN THE RIPRAP AND SOIL FOUNDATION. 3. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. A r02 o rv;;�l NORMAL POOL 722.00 OUTLET STABILIZATION DETAIL NOT TO SCALE DRAWDO ORIFICE 2 - GABION (1.5'x3'x6') _ 15' TOP WIDTH EARTHEN FOREBAY BAFFLE (SIDESLOPES 3:1) La SLOPE 0 % FLOW `6" THICK LAYER OF #57 STONE SECTION A -A FILTER FABRIC Outlet Pipe Diameter Discharge d50 La W dmax apron thickness NUDUI ri ra in cfs ft ft ft ft ft Class Pond 18 10 0.7 18 12 1.1 1.6 1 3" PVC STUBBED OUT OF STRUCTURE W/ 2" PVC PIPE & 90' PVC BEND. SEAL 3" PENETRATION WITH EPDXY 100 YR. PEAK 724.39 0 2.00" 0 25 YR. PEAK 724.04 0 DRAWDOWN 10 YR. PEAK 723.96 (6 F I WIUE) SHWT < ELEV. 713.00 INSTALL POND LINER EXTEND POND LINER TO THIS POINT ONE FOOT THICK IMPERVIOUS CLAY LAYER - MINIMUM 15% PASSING THE #200 SIEVE AND A MAXIMUM PERMEABILITY OF 0.00001 CM/SEC, OR AMMEND ON -SITE SOILS WITH BETONITE TO w PROVIDE IMPERMEABLE LAYER. 4'x4' (INSIDE) TRASH RACK / NOTE: EMBANKMENT CONSTRUCTION SHALL BE MONITORED AND COMPACTION TESTED BY ON -SITE GEOTECHNICAL ENGINEER. REINFORCED CONCRETE PIPE CLASS III (0-RING) ELEV. 726.10 (MIN,557 LB/FT UNIT WEIGHT) 10' MIN. \5'Dx5'W CUTOFF TRENCH PERFORATED ALONG ENTIRE LENGTH OF DAM EMBANKMENT REMOVE ORGANIC MATERIAL & ROOT MAT FROM BENEATH EMBANKMENT ENTION BASIN CROSS-SECTION � � IIIIIIIIIIIIIII� � I SEED AND MAT DAM EMBANKMENT IMMEDIATELY AFTER CONSTRUCTION EARTH DAM TO BE COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM-D698). NO ORGANIC MATERIAL WITHIN DAM EMBANKMENT SAND FILTER DIAPHRAGM - �NCDOT 2S SAND DRAINAGE DIAPHRAGM -- 18" CONCRETE FES — 721.00 6" SCH. 80 PVC SOLID PVC TRASH RACK 6y�xellyCa7_\Re]�6YYeI:��I�19�ii[i77:7_6yI� 1. AREAS UNDER THE EMBANKMENT AND ANY STRUCTURAL WORKS SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL, ROOTS OR OTHER OBJECTIONABLE MATERIAL. UNLESS OTHERWISE NOTED, TO FACILITATE CLEAN OUT AND RESTORATION, THE BASIN AREA WILL BE CLEARED OF ALL BRUSH AND EXCESS TREES. 2. THE SUITABILITY AND ACCEPTABILITY OF ALL FILL MATERIAL WILL BE DETERMINED BY REGULAR PERIODIC SOIL ANALYSIS AND COMPACTION TEST WHICH SHALL BE MADE BY THE OWNER'S GEOTECHNICAL ENGINEER. TEST FOR SOIL ANALYSIS, MOISTURE CONTENT, AND COMPACTION ARE TO BE CONDUCTED IN ACCORDANCE WITH THE LATEST ASTM STANDARDS. COMPACTION SHALL NOT BE LESS THAN 98% OF THE MAXIMUM DENSITY FOR THE GIVEN EMBANKMENT MATERIAL AS DETERMINED BY THE ASTM D-698. CONTROLLED FILL FOR EMBANKMENT CONSTRUCTION SHOULD HAVE AT LEAST 12% FINES BY WEIGHT. SOILS WITH UNIFIED SOIL CLASSIFICATION SYSTEM GROUP SYMBOLS OF SM, SC, AND ML ARE SUITABLE FOR USE AS CONTROLLED FILL. SOILS WITH USCS GROUP SYMBOL OF CL WHICH MEET THE RESTRICTIONS FOR LIQUID LIMIT AND PLASTICITY INDEX ARE ALSO SUITABLE FOR USE, UNLESS OTHERWISE INSTRUCTED BY THE GEOTECHNICAL ENGINEER. 3. THE FILL SHALL BE CONSTRUCTED IN 6" LIFTS AND SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF THE FILL SO THAT SMOOTH HORIZONTAL PLANES ARE NOT BUILT INTO THE FILL STRUCTURE. SMOOTH HORIZONTAL PLANES SHALL BE AVOIDED BY SCARIFYING OR THE USE OF SHEEPSFOOT ROLLERS. 4, THE EMBANKMENT SHALL BE CONSTRUCTED TO A MINIMUM ELEVATION 5% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLEMENT WHEN MECHANICAL COMPACTORS ARE USED. 5. POND LINER (SODIUM BENTONITE): SPREAD POWDERED BENTONITE (UNMIXED WITH SOIL) AT A RATE OF 1 POUND PER SQUARE FOOT ACROSS THE BOTTOM OF THE WET POND, UP TO AND INCLUDING ALL OF THE SHELF. COVER BENTONITE WITH 41NCHES (MIN.) OF TOPSOIL (SHELF) OR 61NCHES OF SELECT FILL (SLOPES AND BOTTOM). GENERAL SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES 1. CLEAR ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES AND INSTALL ALL MEASURES ACCORDING TO THE APPROVED PLANS. 2. INSTALL CONCRETE RISER AND BARREL STRUCTURE (WITH TEMPORARY SKIMMER ASSEMBLY) IN THE LOCATION AND AT THE ELEVATIONS INDICATED ON THE DRAWINGS. INSTALL LEVEL SPREADER AT DOWNSTREAM INVERT OF OUTLET BARREL. 3. RESEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED FOR AT LEAST 15 DAYS. 4. BEGIN SITE GRADING AND INSTALLATION OF ON -SITE SWALES AND STORM DRAINAGE PIPING SYSTEM. 5. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR. 6. VERIFY OR RE-ESTABLISH POND VOLUME BY CLEANING OUT ALL ACCUMULATED SEDIMENT AND DISPOSING OF IT IN AN APPROVED MANNER. PROVIDE AS -BUILT SURVEY OF POND BOTTOM, TOP AND TOE OF SHELF, OUTLET STRUCTURE, WEIR AND DAM TOP. COORDINATE WITH ENGINEER TO VERIFY POND VOLUME PRIOR TO PLANTING PERMANENT WET POND LANDSCAPE MATERIALS. 7. ALL DISTURBED AREAS WITHIN THE POND SHALL BE RE -SEEDED AS REQUIRED. AT THIS TIME REMOVE THE TEMPORARY SKIMMER ASSEMBLY AND CLOSE THE BOTTOM DRAIN IN ORDER TO TRANSITION THE TEMPORARY SEDIMENT BASIN TO THE PERMANENT WET DETENTION POND. B. INSTALL PERMANENT WET DETENTION POND LANDSCAPING PER THE PLANS AND SPECIFICATIONS DETAILED ON THIS SHEET. 7 ANTI -FLOTATION (CONCRETE) WET DETENTION BASIN OPERATION AND MAINTENENCE :5115�117RECE M O I` N Q Z J U 0 of O = 0 Q 0 Z �C7 0Zr w Z J N ODD m r' J2 Lo(D W w w CD (p -p Z W (n M M. ZU) Z S(O C W w YO W °�v� QN Z O X O. U V Q_ LLr d�tc}tar rfaair CA 4 cC 9701 1 ' CI � At. axraraaaralitlttt. FIRM LICENSE C-1891 I Q Z fn V J Y Z w w W 0 Of v W J U m Z o 0 o LU jr 2 } z H W = U 4 W F— � wO o U C Z O It >Q U CO > N o OZ m } F- IT1 0 LU W Z U LLI ¢� a o U o w w Z o —> � a � m (3 ((9 Z U Z Z ° N k k n o w of a a O LL w w rN N � N � 0 0 Z lalml I STORMWATER MANAGEMENT DETAILS (POND DETAIL PLAN) SHEET C9,3 D DENR-DEMLR Land Quality Section Mooresville Regional Office NOTEMEASURE CLEARANCE IN FABRICATED FRAME TO VERIFY SIZE PRIOR TO FABRICATING PANELS. FIELD VERIFY STRUCTURE DIMENSIONS PRIOR TO FABRICATION. PROVIDE 1/2" CLEARANCE ALL SIDES, all 6" I 4'-0" r � • n • a 4 ow �N of as w Z Z B O Q yIm WQ i OU W (V Kw W p q )wa LL Z >Q pU W 1L Q LL ib WELD BARS AT ALL INTERSECTION POINTS 112"xl-112"ALUMINUM FLAT BAR _ 12"x12"ALUMINUM PLATE WITH LIFT EYE STAINLESS STEEL WEDGE ANCHORS, TYP 3 EACH SIDE. PLAN - RISER STRUCTURE NITS 5.0' COLLAR WIDTH12 COLLAR — PROJECTION 1 4.0' COLLA HEIGHT 12' OC 18'RCP k5 REBAR ANCHORS 12' COLLAR PROJECTION PRECAST BASE SECTION CONCRETE COLLAR ELEVATION NTS 3000 PSI NCRETE 12" COLLAR 4". 12" 6 r n 18" BOB BARREL PRECAST STRUCTURE WALL k5 REBAR ANCHORS AT 12" O.C. AROUND PIPE DIAMETER. DRILL INTO PRECAST STRUCTURE WALL AND SET ANCHORS USING EPDXY GROUT. GROUT INSIDE OF STRUCTURE AROUND PIPE TO FILL ALL VOIDS. PRECAST BASE SECTION 1 CONCRETE COLLAR SECTION NTS FOOTING OUTLINE ALUMINUM SHOP FABRICATED TRASH RACK (WELDED) SEE NOTES. F^ 512 4 4318 ' 4 e a• 4 • a 3 3W •' • -0' RING RUBBER i4 - GASKET NOTE'. O-RING PIPE SHALL MEET ASTM C 361 STANDARD SPECIFICATION FOR REINFORCED CONCRETE LOW -HEAD PRESSURE PIPE AND ASTM C 76 STANDARD SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE. REINFORCEMENT NOT SHOWN FOR CLARITY. O-RING JOINT PIPE DETAIL NTS 12"x12"ALUMINUM PLATE O WITH LIFT EYE ALUMINUM SHOP FABRICATED TRASH RACK(WELDED) Iax1-112"ALUMINUM SEE NOTES. 6" FLAT BAR lNP) N 1 3"X3"X114" ALUM. ANGLE SIDE AND TOP FRAME NOTES'. 'TRASH BACK SHALL BE SHOP FABRICATED FROM 12"x1-112" ALUMINUM BARS :MATERIAL SHALL CONFORM TO ASTM 8241 ALLOY 6MIT6511 WELDING ELECTRODE SHALL BE 4043 FILLER METAL, IN ACCORDANCE WITH AM *SECURELY FASTEN TRASH RACK TO CONCRETE STRUCTURE TOP WITH THREE STAINLESS STEEL WEDGE ANCHORS EACH SIDE. SECTION B-B NTS d. IIIII III -III- PLACE BACKFILL MATERIALS IN 8" LIFTS. III COMPACT TO 95% OF MAX DRY DENSITY _ , ' III IN ACCORDANCE WITH ASTM D698. SLOPE EXCAVATION OR PROVIDE "I - SHORING AS REQUIRED FOR PIPE 16� 0 INSTALLATION; OR PIPE MAY BE Q�Q INSTALLED AS DAM FILL IS PLACED. � IIII li TT �I 12'1 0" MASONRY BLOCK SUPPORT AT PIPE JOINTS AND MID -POINT OF PIPE NOTE: BLOCKING MATERIAL REQUIRED TO SUPPORT THE PIPE PRIOR TO PLACEMENT OF CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. CONCRETE PIPE CRADLE NTS PAD OUTLET STRUCTURE PLAN VIEW NTS El 5' OUTLET BARREL t 4"SLOTTED SCHEDULE 80 PVC CROSS PIPE - CAP EACH END FINISHED GRADE 3' 5' I I I C/L 6" PVC SLEEVE CONCRETE CRADLE x 4" SCHED JLE 80 PVC TEE • SOLID 4" SCHEDULE 80 PVC PIPE DRAIN TO GRADE PLAN VIEW (NTS) 2' MIN. CONCRETE PIP IDLE NCDOT 2S SAND FILTER 2' 4" SLOTTED SCHEDULE 80 PVC 6" SCHEDULE 40 PVC SLEEVE CROSS PIPE - CAP BOTH ENDS THROUGH CONCRETE CRADLE SECTION VIEW (NITS) SEE THISSHEET FOR ALLMINUM TRASHRACK DETAILS PROVIDE STEPS IN ACCORDANCE ELEV.-2380 WI ASTMA78 COPOLYMER POLYPROPLYENE STEEL REINFORCED STEPS 16' O.C. JOINT DESIGN SHALL CONFORM TO ASTM C-478. JOINT SHALL BE SEALED USING BUTYL RUBBER SEALANT CONFORMING TO —� ASTM-990. PARGE JOINTS INSIDE AND OUT WITH NON - SHRINKGROUT. NOTE' PRECAST OUTLET STRUCTURE, INOW DING CAST IN PLACE BALLAST PAD. (INCLUDING 18" BLOCKOUT. AND 2" ORIFICE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO ORDERING THE STRUCTURE. 6" MIN. WALL THICHNESS 4'-0" SOLID PRECAST CONCRETE BOX. 4- WAFFLE STYLE BOX NOT ACCEPTABLE. 4 IT RCP I NV. 72200 4.5' MIN. BASE SECTION VIBRATE CONCRETE HEIGHT TO ELIMINATE VOIDS AROUND REBAR (TYP). 30M PSI CONCRETE ON :I / e r A� A� A� A� .� A— — — • �� — — — — — 1 SLEEVES FOR REBAR PENETRATIONS BY ELEV. Rd.80 PRE -CASTER CONCRETE COLLAR BY CONTRACTOR SEE DETAILS FINISHED GRADE / 3' _ FILTER DIAPHRAGM OUTLET BARREL CONCRETE PIPE CRADLE 6" SCHEDULE PVC I" SOLID SCHEDULE 30 PVC SLEEVE THROUGH CRADLE PIPE - DRAIN TO GRADE SECTION ALONG PIPE SAND FILTER DIAPHRAGM NOT TO SCALE SEE THIS SHEET FOR ALUMINUM TRASH RACK DETAILS .)ifi tr r y 1110 PS`Fj I O Hv 7"1F L a I, r ruisr4rNh-It r, r ;;Sr y V. L11 'lz � ELEV, 723.60 L T rDp} ^I 1 sMi111ir,� I U. ,._ (111 ) 0UTI E ,_1:L 1'6,� 6" MIN. WALL P¢FT:'1'�1�1 THICHNESS Ly¢.\�!S�=d a'U-ywr7 BLOCK OUT FOR 18" RCP BY 18 PRECASTER 2.00" DRAWDOWN ORIFICE • • 8'-0" WIDEX2'- 8'4)" LONG HE BALLAST PAD 3"MIN. CLEAR (TYP) OUS CONTINU 12" O.CE CONTINUOUS OUS L ALL LAPS AND INTERSECTIONS 18" SURGE STONE STABILIZATION 8'-0„ OUTLET STRUCTURE SECTION B-B NTS 2A6' DRAWDOWN ORIFICE NORMALPOOL ELEV. 767.00 VIBRATE CONCRETE I TO ELIMINATE VOIDS AROUND REBAR (TYP). 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