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SW6130303_APPROVED PLANS_20130417
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE��� YYYYMMDD w s 0 TO SPOUT SPRINGS SITE NOT TO SCALE WATER AND SEWER HCDPU 700 McKinney Parkway Lillington, North Carolina 27546 910-893-7575 Contact: Shane Cummings Know what's below. Call before you dig. 11 Z10 L. 6 EQI IER :NE ONT TION TOWNSHIP N, NORTH CAROLINA COUNTY L PLAN 409 Chicago Drive - Suite 112 " 912 Cedar Creek Road 409 Chicago Drive - Suite 112 11 Fayetteville, North Carolina 12830 Fayetteville, North Carolina 28306 Fayetteville, North Carolina 28306 , pfa , %r UMQCAl onstruc,v n3se documents is t North Carotin.. 910-426-6777 910-486-5120 910-426-6777 regwretl by ma siorrnwatc rules require that the stormw ar syslam designer Inspect during constructor / ,^,onfor with the and specs and cart N � " Dance willy A '�^ Contact: Scott Brown , PE a Contact: Mike Evans Contact: Jimmy Holland, PLS 7� s nnwatar rules i'SA NCb rr.'I0080 y5 r!v1303o3_o,te�F,/7�zo�3 w Nr ,�ldinn "r�,e, —3 email: sbrown@4dsitesolutions.cok ' email: fmbs@nc.rr.com email: jholland@4dsitesolutions.com THE CONTRACTOR MUST CONTACT NORTH CAROLINA bME CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 409 Chicago Drive - 5i to 112 Li , FayeLLe North Car, Ina 28306 Phone (910) 42657, \\� Fax (910) 426-5177 \ L ceense Number C-23`- 1 �501 _u--ioN.65,INC ENSINEERING m JOeVEY � � SpJ � lDN6T211LfION LAYOUT REVISIONS ®� z mJ z Z c3 z 4 Z 0 Io 0 0 W w <LU w W zw — S PROJECT NAN E SPOUT SPRINGS CHURCH ADDITION TAX ID# 95E 5-71-9377.000 H M CAGLE DRIVE BARBEQUE TOWNSHIP TOWN OF C AMERON HARNETT COUNTY NORTH CAF(OLINA CLIENT MIKE EVANS IIIIOFOA�YEI TEVILLE METAL BUIL ANG SYSTEMS PRE -ENGINEER[ D STEEL BUILDINGS 910 - 486 - 5120 912 Cedar Creek Road Fayetteville, Nortl Carolina 28306 Phone: (910) 486 5120 Fax: (910) 486 3381 PROJECT INFO RMATION DESIGNED BY: BEN DRAWN BY: BEN CHECKED BY: SCOTT PROJECT NUMBEI I: 766 DRAWING SCP LE SEE SHEETS DATE RELEAS9D MAI ICH 12, 2013 TO SITE SPOUT SPRINGS �V C� Qz z/Qn�o�TM VICINITY MAP NOT TO SCALE AREA, (BY COORDINATE COMPUTATION) 3,320,566 SF (30.32 AC) PIN NO: 9585-71-9377.000 ZONING: COMM 35' FRONT NONE MINIMUM SIDE (20' IF ADJACENT PROPERTY IS ZONED RESIDENTIAL) 25' REAR DB 2703, PG 964 DB 2799, PG 362 PB 2010, PG 116 PC#F, SLIDE 619B PC#F, SLIDE 758E PC#2, SLIDE 202 LEGEND: ERBO ERB—EXISTING REBAR CP o CP—COMPUTED POINT N/F — NOW OR FORMERLY R/W — RIGHT OF WAY CPP — CORRUGATED PLASTIC PIPE RCP — REINFORCED CONCRETE PIPE CI — CURB INLET DI — DROP INLET PROPERTY LINE — ADJACENT PROPERTY LINE RIGHT—OF—WAY so STORM DRAINAGE OVERHEAD UILITY `rG TREE LINE BENCHMARK ® SIGN ® MAILBOX eo HVAC UNIT ee ELECTRICAL BOX m TRANSFORMER 0 LIGHT POLE pp UTILITY POLE D4 WATER VALVE FIRE HYDRANT © WATER SPIGOT ® CATCH BASIN ® DROP INLET ^C0 CLEANOUT ® TREE RIP RAP IM ASPHALT CONCRETE I BUILDINGS 1. AALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 2. COMBINED SCALE FACTOR: 0.99987262 LOCALIZATION POINT N: 551,145.537 E: 1,987,165.554 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS MAP. 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THIS SURVEY. 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, EASEMENTS, CEMETERIES, AND FLOOD AREAS. 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. 8. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE ACCORDING TO MAP/ 3710958400J OF THE FLOOD INSURANCE RATE, DATED OCTOBER 3, 2006. I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH NNg'�O/�RRTHHH CAROLINA ADMINISTRATIVE SE L Pi{$� �iL QAIIV111 Yr11 { I 'FLATNOT FOR RF(X)RDATION GONVFYANCE. D AND PROFESSIONAL LAND SURVEYOR — L-4571 I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN CR A� f�SE��I Vl'lL!'1 TREET. o NOT FOR RECORDATION, CONVEYANCE, OR SALES x I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 2703 PAGE 964 OR OTHER REFERENCE SOURCE ); THAT THE BOUNDARIES NOT 0 SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN in BOOK PAGE OR OTHER REFERENCE SOURCE THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE 6 STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN > ACC L��E 7�D7gggp y��c 7p�p7yR Iooyot-�—L Q7 MY 6 HAN Fl�LIIViIIVKR 1 I3L2AT NOT FOR RECORDATION CONVEYANCE OR SALES w 0 N/F HM'S KIDS, INC TRACT ONE DB 2799, PG 362 PC#2, SLIDE 202 N: 551,634.253 E: 1, 987,501.003 I NC GRID NAD 83 (NSRS 1)NAVD288 3/8" y ERB 1 328 327 � w ,•Nj N n M N Q�N � Z o m m 3/8" R 32� I� I 329 L CONCRETE HEADWALL -41 i\ 331 F.d�✓%i rc a Y 1 DI ! 837 GRATE: 333.55 INV IN: 328.55 c2;- i `�. hV I T tj s n 339 nt� �340 CI ! 9213 t — 341 • a ! 8350 HOOD: 341.31 342 HOOD: 341.44 INV IN: 337.95, N INV IN: 337.49 INV OUT. 338.55 (S NV OUT: 337.23 (8 3 �y 330 .< ll vR r,329 ll 6" CONCRETE SLAB E - ",.• WOOD— FENOE- TBM: 4D COTTON SPINDLE #1 N: 551.145.537 ZIA" E: 1,987,165.554 ERB ELEV: 351.41 I I NC GRID NAD 83 I N: 551.122657 NSRS 2011 ( ) 58 1 RID NAVD BB N NAD 83 „�4'1' NC GRID NAD 83 (NSRS 2011) I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS T NAVO 88 SURVEY WAS ESTABLISHED FROM AN ACTUAL CPS SURVEY I I",h� UNDER MY SUPERVISION. THIS CPS SURVEY WAS PERFORMED TO C-211 FGCC SPECIFICATIONS RTK CPS WITH VRS FIELD PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT USING THE i COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WASI I 5700 RECEI RELIMINARY PLAT i I NOT FOR RECORDATION- CONVrYA CE OR S 1 PROFESSIONAL LAND SURVEYOR — L-4571 I ' I I �r C n 1 CAMERA POLE DOUBL MOBILEHOME ww w� w w w� w� w � 3 � 335 336 337 338 339 340 341 \ 342 343 344 �346 345 347 _— 348 352 r354) / 4'CPP/ INV 326\ \ wpm DI i 9088 GRATE: 325.60 INV IN: 322.00 INV OUT: 321.95 n I -COI --I. 4�II I�� '1 N/F SPOUT SPRINGS CHURCH, INC. DB 2703, PG 964 PC#F, SLIDE 756E I 409 Chicago Drive - 5, ie 112 FayeLEeviLLe. North Carc na 28306 Phone 1 fax (9o))426i5\\ 7T) ' \ Lm ense Number C-23` ce �501_U__ION6,INC ENGiN�eiN4 /� SueVEr � �v5 � colLhTeucMN uraur REVISIONS PROJECT NAN E z SPOUT '1 arax- SPRINGS N � w m ° N ! CHURCH N N O Q! m m ADDITION INV 3 6.60 o / EXISTING INV 33.82 CONDITIONS x . CLIENT X y b x MIKE EVANS 1 yz a 'a y1y, _b x� YyY xva aarvw v av xa <rx }u> saw ..� M• �, ox FAYEITEVILLE METAL BUIL )ING SYSTEMS PRE-ENGINEERE D STEEL BUILDINGS �` � < ., • � .. _ ° a a .. - _ 910 - 486 - 5120 a 912 Cedar Creek Road Y Fayetteville, Not Carolina 28306 Phone: (910) 486 5120 Fax: (910) 486'3381 u r x - / PROJECT Illi RMATION M I to < z x a Y N w J / SURVEYED BY: BERTO DRAWN BY: GLENDA CHECKED BY: JIMMY PROJECT NUMBEI I: 766 Nso os'as'w ss3.zs' DRAWING SCP LE I ITTT`'1•H' ase dOCUM01,11 is requir u� required by ttie czar r m « ..-nd. No,•th Carollns rules require that the stcrmv tel system designer HORIZONTAL: I "=40' Ins,`F:ct during construction er'fy - Onformity with the s and specs, and certify C, Au?nce wits I xl,vater n1les. ° 15'� NCfiC+ 6^9 t 1:1 N r.SF1/�e/3Qy�303 Date HM'S KIDS, INC��,,,r�La.q� N;'- Tvlsn.i TRACT TWO GRAPHIC SCALE DATE SURVEYED DB 2799, PG 362 '- - PC#F, SLIDE 6198 40 0 20 40 80 160 OCTOBER 24 2012 ( IN FEET ) 1 inch = 40 ft. , SHEET NUMBE R C-1 ■O ie 112 a 2a5o6 -10N�,A55, INC AQnb A C011'+mR WN L yoO A 11111111/// CARO��i���� SEAr"N DZ Z~ U F— z Z may+ Ci .i^. O .! u- w LL7 Z Ir W E T IGS CH 'ION .AN 'ANS TEVILLE ANG SYSTEMS D STEEL BUILDINGS 66 - 5120 Road Carolina 28306 5120 3381 ;1' L1111161kv BEN BEN SCOTT 766 LE '=40- ED ICH 12, 2013 R -2.0 REBAR CP » CP-COMPUTED POINT N/F- NOW ORFORMERLY R/W - RIGHT OF WAY SITE E CPP - CORRUGATED PLASTIC PIPE TO RCP ~ REINFORCED CONCRETE PIPE SPOUT SPRINGS Cl - CURB INLET ' 0 - DROP INLET PROPERTY LINE ---------`--ADJACENTPROP[RTYUNE R|0HT-OF-WAY -STORM DRAINAGE -----//---`-'OVERH[A0U|UTY --'«*---'«*`--LIMITS OF CONSTRUCTION ---m'----o``--SILT FENCE LINE --'u^---'M--'JUTE NETTING `~ --Div ----ow---DIVERSION BERM TREE LINE [wgS|Gm IMBIwx.ioox E9HYACUNIT E@ELECTRICAL BOX ��N��N�N��� U��� VICINITY � ������� [I]TRANSFORMER /) LIGHT POLE �^���������U� r'0UTILITY POLE = x�v�U ov��p������ MWATER VALVE, RR[ HYDRANT 9 WATER 5P|00T 00CATCH BASIN III DROP INLET C|[AN0UT TREE RIP RAP ASPHALT CONCRETE BUILDINGS 0|wL[T PROTECTION EROSION CONTROL NOTES 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN AND INLET PROTECTION V[NC[3 WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED wH[w THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL RE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES xBVoTV.5^ DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. 2. TEMPORARY [R03|0N CONTROL FACILITIES AND/OR PERMANENT FACILITIES iw7EwD[D TO CONTROL EROSION OF AND EARTH DISTURBANCE VPERAT10N SHALL BE INSTALLED 8[F0R[ ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL B[ CONSTRUCTED PER THE DETAILS HEREIN, VRSHALL B[CONSTRUCTED |N ACCORDANCE WITH THE NORTH CARDUNA EROSION AND SEDIMENT CONTROL PLANNING AND 0[5|Gw MANUAL. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCU[wR OFFICE A MINIMUM OF *8 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 910-*33-3300 5.REMOVE ALL SOILS AND SEDIMENTS TRACKED 8ROTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. 6.LOCATE SOIL STOCKPILES NVLESS THAN TWENTY-FIVE (25)FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES RYVEGETATIVE COVER, TARPS, OR OTHER WEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NV LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. 7. wA|wTx|N ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DxMAG[U, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 0. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN wn|Cx GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO Rmw. vwwD AND RVww|mG WATER vwTom 14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING.SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. 9. D0 NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL STAB|UZATI0N AND PERMANENT VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR APPROVE THE ACTION PRIOR T0REMOVAL. 10. THE CONSTRUCTION ENTRANCES SHALL DE INSTALLED CONCURRENTLY vw[o THE INITIATION OF CONSTRUCTION ACTIVITY. 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. 12. THE PERm|TT[E SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 14. PURSUANT TO V.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BEw8GREATER THAN THE ANGLE THAT CAN RERETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL 0[NCE3 OR STRUCTURES. |NANY EVENT, SLOPES LEFTEXPOSED WILL, WITHIN 7OR14 CALENDAR DAYS OF COMPLETION VFANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED NTH TEMPORARY OR PERMANENT GROUND CVVFR, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN [R03|0N MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES 3H0V44 AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF CONSTRUCTION. 10.ALL SEEDED AREAS WILL 8EFERTILIZED, RESEEDED ASNECESSARY, AND ^^^ m u ^ n n c o c r // r ur ouu N/F HW'SK0l INC TRACT ONE D82709.PV302 PC#2,SUD[202 C O N S 7 n CONSTRUCTION O N S E 8 U E w C [ 1. OBTAIN ALL NECESSARY PER W |T S AND A P P R O Y AL S AND HOLD P R E CONSTRUCTION CONFERENCE. 2* INSTALL STONE CONSTRUCTION ENTRANCES AND TEMPORARY INLET PROTECTION ON EXISTING CATCH BASINS WHERE SPECIFIED. J. CONSTRUCT PERMANENT INFILTRATION BASIN TO BE USED AS « TEMPORARY SKIMMER BASIN. , ^ ." ° ^ � " / o m r v ^ n ^n n " / ' \ � \ � )\ \ - - O'� / ,cn^c AND nmr"nn/ u/cnNvn ncnc SPECIFIED.5CLEARANDGRoBTx[S|[«SwEED[D, 6. ROUGH GRAD[ THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN\ GRASSED. 7 INSTALL NEW STORM WATER PIPES. VINSTALL EROSION CONTROL MATTING FOR S0A'EAND SLOPES ASSHOWN. " I`^'"`` -III "" ES ll INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.'`'""""W''"E"""=~° - INSTALL AND PREPARE -�C[COURSE. ° '"`E PARKING LOTS. '`` FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED AREAS. 15. UPON SITE STABILIZATION, SEEK NCD[NR APPROVAL TO REMOVE ALL TEMPORARY MEASURES, l6. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT INFILTRATION BASIN TO THE u»/«/w ELEVATION OF THE BASIN AND :»p»E«/ TO THE DESIGN DIMENSIONS. THE INFILTRATION u*u|n SHALL BE xES/uxEu TO THE » J DESIGN DIMENSIONS. GROUND �TSTABILIZATION7 A T 8 N CHAR T SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES 7 DAYS NONE AND SLOPES HIGH QUALITY WATER (HOW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7DAYS 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 NTH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) `\ �. \ \ ~ ` ' ' - ' - - - _ - - ` ` ` ` ` . . - / ' / / / � � � � � � � 17ALL Exoonw :ownRnL wcxsuxcs SHALL BE wmw nwco AS nu umco IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE wCDEwR [KoSVw CONTROL MANUAL. / w5n634�2oo �orc1*»^3 NC 6mowm6*3 (NSxSox1) ~^V n n m .. v ." .. ` " ` = ` ^ ` GREEN S75 EROSION CONTROL BLANKET OR EQUAL mvL^nco � 17 THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARSE ON ��nE |S � � � STEVE DAVIS. CONTACT 910-429-5679. � GRADING NOTES =^LLj 1. ALL SPOT ELEVATIONS ARE TO THE EDGE OFPAVEMENT 0R FINISHED GRADE, U ~' UNLESS VTH[R0o3[ NOTED. oo 2. THE CONTRACTOR SHALL ASSUME RESPONS|B|UTYFOR ALL LAND 0STVRR|NG o ��`` � ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND �o SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ~M l/`.� .o ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE 7 � � CLASS B STONE N. TOP OF OND: 326.50' EMERGENCY SPILLWAY: 325.40' "ONLY EXCAVATE TO ELEV FOR USE AS THE SKIMMER BASIN. '(OR EQUAL) NTH A 2.8- ORIFICE FOR DIEWATERING THE SKIMMER BASIN DURING CONSTRUCTION. REMOVE THE SKIMMER �AFTER CONSTRUCTION IS COMPLETE. RIP RAP ENERGY DISSIPATOR CLASS A STONE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER nEusnEwmou wxn`nmcx; ~ NO FILL SHALL BE PLACED UN71L PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED U `INFILTRATION BASIN IS TO BE USED AS 71 N[R ES DURING 4. PROTECTIVE MEASURES SHALL RF TAKEN BY THE CONTRACTOR AND THE VVit GRADING PROTECT ADJACENT PROPERTY, THE PUBLIC AND V0, ,CONSTRUCTION THEN CONVERTED TO AN OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND VTIUTY PIPES, CONDUITS, OR STRVCTUR[S, WHETHER SHOWN OR NOT ON THEA EA \OF THE SITE. `" "/ �� _PLaN |T�*«LB[ HE CONTRACTOR'S RESPONSIBILITY VERIFY LOCATION 0F 5-ALL POND SLOPES MUST BE SEEDED ALL UTILITIES OR STRUCTURES ABOVE AND BELOW CROUND, SHOWN OR NOT WITHIN SEVEN DAYS. xo0ww ON THESE PLANS. THEY B[ HELD RESPONSIBLE ALL / / O EMERGENCY To ANY UTILITIES OR STRUCTURES CAUSED a,HIS OP[R*�Ow. TBw: ^O COTTON SPINDLE #1 N ~'|rS VrCONSTRUCU0^''"'`"'�325��' � 6�ALL CUT AND FILL 3LVP[3 SHOULD BE |NYE3�8A7FD BOTH DURING AND AFTER *�551'/455J7 �/��y� � ^'~,^ARY WO0`0y^49°v903.26^ NORTH AM[mCANGREEN S753.0ACTYp) UN[NTH CLASS A GRx0NGBYTHE CONTRACTOR T0DETERMINE |FANY SLOPE 3TAB|UTY -,*---CONSTRUCTIONth Carolina PROBLEMS D3T|F|T|3DETERMINED THAT THERE |SASLOPE STAB|UTY :1`g.16`'554 ,-` ENTRANCE E«»u«nCONTROL BLANKET »R STONE AS »nvnn r:v'qm|ex�u:�^-'-m -�-�-N E``\J5�-' ,,m~�a ` -�»m»u n»z�nn��e nm, `/ PRUBU�THE EN�N[[R0FRECORD SHOULD B[NU�R[D [0UA3[[USL0PESvTH|N �s n^n^e�orm� with 1. N°~"|Dw"""^ m-yyu,g"`""�"°""`' ,,7UAYS� oo-ewknt�olSTVCKP|U[ARExSTx»T0LLEXCEED10'|NHBGxTSHOUU]BEQRAU[DVTH (NSRS2[n1) ^������� °~'ecs and cerimy 3:1 3U]PEJ AND SURROUNDED BY SILT FENCE. NAyD 88 NCA� »»«i � APPROVED COPIES OF THE GRADING AND [R"^'0N CONTROL PLANS SHALL BE wAvnoo �uo/o' ON THE PERMITTED SITE w|U[ WORK IS IN PROGRESS. no ur o�/Y 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A wC'm,in CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL HM,3 KIDS, INC|NC FACUTI[3 TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR U « | TRACT TWO v �}ATTT(SCALE SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL 0B 2790, PC �62 DRAINAGE PATTERNS. PC#F, SLIDE 619B m o zo *o vo 160 1&ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BEREPORTED TO THE ENGINEER OFRECORD PRIOR TOIMPLEMENTATION OF THE CHANGE. " 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE UwBD U U WITH NORTH AMER|CAN GREEN 375 TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. K����haut^^-�&°�K�^�~" IN FEET 12� CONTRACTORSHALLV[R|FYLOCA�ONSOFD0WNSPV0TSUS|NGTHE liuob= 40) ft .aRCH|TECTURAL PLANS PRIOR TO CONSTRUCTION. 0 I aNbeUd=e you dVv. v � n ��� CONTRACTOR U���� CONTACT ������ ����N N�� ^��� CALL ������� �� � ��� ��� ���� � U�N�NU��U� ��� �� �^�N��� ���N^�� �^� ��N��^�N�^� N� ��������� �^� ���� ���� ��N��N�^� UTILITIES LOCATED ��-N����^��vN��N N��v����������)N �����K��������N U'���vN�&N�-N��^�����������NU����������N�������k��������U��N��������N U���������������w����������W1�UNU��NN��N��U���.��-����N-N��������~�»�-���N������N�.����N��|��UNN��%�|NU����v����������� N��«�-N������� U��|�������N����NQ'�����vNN���NN����� ERB Co E R jB>, TEMPORARY F CONSTRUCTION ENTRANCE 41, 324 �RE AAY `\ �. \ \ ~ ` ' ' - ' - - - _ - - ` ` ` ` ` . . - / ' / / / � � � � � � � 17ALL Exoonw :ownRnL wcxsuxcs SHALL BE wmw nwco AS nu umco IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE wCDEwR [KoSVw CONTROL MANUAL. / w5n634�2oo �orc1*»^3 NC 6mowm6*3 (NSxSox1) ~^V n n m .. v ." .. ` " ` = ` ^ ` GREEN S75 EROSION CONTROL BLANKET OR EQUAL mvL^nco � 17 THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARSE ON ��nE |S � � � STEVE DAVIS. CONTACT 910-429-5679. � GRADING NOTES =^LLj 1. ALL SPOT ELEVATIONS ARE TO THE EDGE OFPAVEMENT 0R FINISHED GRADE, U ~' UNLESS VTH[R0o3[ NOTED. oo 2. THE CONTRACTOR SHALL ASSUME RESPONS|B|UTYFOR ALL LAND 0STVRR|NG o ��`` � ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND �o SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ~M l/`.� .o ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE 7 � � CLASS B STONE N. TOP OF OND: 326.50' EMERGENCY SPILLWAY: 325.40' "ONLY EXCAVATE TO ELEV FOR USE AS THE SKIMMER BASIN. '(OR EQUAL) NTH A 2.8- ORIFICE FOR DIEWATERING THE SKIMMER BASIN DURING CONSTRUCTION. REMOVE THE SKIMMER �AFTER CONSTRUCTION IS COMPLETE. RIP RAP ENERGY DISSIPATOR CLASS A STONE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER nEusnEwmou wxn`nmcx; ~ NO FILL SHALL BE PLACED UN71L PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED U `INFILTRATION BASIN IS TO BE USED AS 71 N[R ES DURING 4. PROTECTIVE MEASURES SHALL RF TAKEN BY THE CONTRACTOR AND THE VVit GRADING PROTECT ADJACENT PROPERTY, THE PUBLIC AND V0, ,CONSTRUCTION THEN CONVERTED TO AN OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND VTIUTY PIPES, CONDUITS, OR STRVCTUR[S, WHETHER SHOWN OR NOT ON THEA EA \OF THE SITE. `" "/ �� _PLaN |T�*«LB[ HE CONTRACTOR'S RESPONSIBILITY VERIFY LOCATION 0F 5-ALL POND SLOPES MUST BE SEEDED ALL UTILITIES OR STRUCTURES ABOVE AND BELOW CROUND, SHOWN OR NOT WITHIN SEVEN DAYS. xo0ww ON THESE PLANS. THEY B[ HELD RESPONSIBLE ALL / / O EMERGENCY To ANY UTILITIES OR STRUCTURES CAUSED a,HIS OP[R*�Ow. TBw: ^O COTTON SPINDLE #1 N ~'|rS VrCONSTRUCU0^''"'`"'�325��' � 6�ALL CUT AND FILL 3LVP[3 SHOULD BE |NYE3�8A7FD BOTH DURING AND AFTER *�551'/455J7 �/��y� � ^'~,^ARY WO0`0y^49°v903.26^ NORTH AM[mCANGREEN S753.0ACTYp) UN[NTH CLASS A GRx0NGBYTHE CONTRACTOR T0DETERMINE |FANY SLOPE 3TAB|UTY -,*---CONSTRUCTIONth Carolina PROBLEMS D3T|F|T|3DETERMINED THAT THERE |SASLOPE STAB|UTY :1`g.16`'554 ,-` ENTRANCE E«»u«nCONTROL BLANKET »R STONE AS »nvnn r:v'qm|ex�u:�^-'-m -�-�-N E``\J5�-' ,,m~�a ` -�»m»u n»z�nn��e nm, `/ PRUBU�THE EN�N[[R0FRECORD SHOULD B[NU�R[D [0UA3[[USL0PESvTH|N �s n^n^e�orm� with 1. N°~"|Dw"""^ m-yyu,g"`""�"°""`' ,,7UAYS� oo-ewknt�olSTVCKP|U[ARExSTx»T0LLEXCEED10'|NHBGxTSHOUU]BEQRAU[DVTH (NSRS2[n1) ^������� °~'ecs and cerimy 3:1 3U]PEJ AND SURROUNDED BY SILT FENCE. NAyD 88 NCA� »»«i � APPROVED COPIES OF THE GRADING AND [R"^'0N CONTROL PLANS SHALL BE wAvnoo �uo/o' ON THE PERMITTED SITE w|U[ WORK IS IN PROGRESS. no ur o�/Y 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A wC'm,in CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL HM,3 KIDS, INC|NC FACUTI[3 TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR U « | TRACT TWO v �}ATTT(SCALE SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL 0B 2790, PC �62 DRAINAGE PATTERNS. PC#F, SLIDE 619B m o zo *o vo 160 1&ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BEREPORTED TO THE ENGINEER OFRECORD PRIOR TOIMPLEMENTATION OF THE CHANGE. " 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE UwBD U U WITH NORTH AMER|CAN GREEN 375 TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. K����haut^^-�&°�K�^�~" IN FEET 12� CONTRACTORSHALLV[R|FYLOCA�ONSOFD0WNSPV0TSUS|NGTHE liuob= 40) ft .aRCH|TECTURAL PLANS PRIOR TO CONSTRUCTION. 0 I aNbeUd=e you dVv. v � n ��� CONTRACTOR U���� CONTACT ������ ����N N�� ^��� CALL ������� �� � ��� ��� ���� � U�N�NU��U� ��� �� �^�N��� ���N^�� �^� ��N��^�N�^� N� ��������� �^� ���� ���� ��N��N�^� UTILITIES LOCATED ��-N����^��vN��N N��v����������)N �����K��������N U'���vN�&N�-N��^�����������NU����������N�������k��������U��N��������N U���������������w����������W1�UNU��NN��N��U���.��-����N-N��������~�»�-���N������N�.����N��|��UNN��%�|NU����v����������� N��«�-N������� U��|�������N����NQ'�����vNN���NN����� ERB Co E R jB>, TEMPORARY F CONSTRUCTION ENTRANCE 41, 324 �RE AAY 324 �RE AAY ON JN SKIMMER 0 409Chicago Prive - �512 �������n z�o Ph^or(9*)�26677 fax (9/*)4z(-s777 uceo,eNumber (-z5' ��� ��A �~ ����� ~��U U ��~ o ���U �_~A�����U��w ^~°�����~~�� ���U��~~~�,UU���~~ REVISIONS EW PROJECT NAIV E �����NUJU ����� V������NU�V� ����N� ��� �� ��-�' ��"� AND ������N���� ��V���N��N� ������������� ��o������ N PLAN N ��� ��v���N��N����N 0m�N��N�� �~���=��.�r�=� ������ U�N�����'���� ������ ��|����� rFOAOYOEOT METAL BUIL )ING SYSTEMS PRE-ENGINEEFff D STEEL BUILDINGS 912C8d@r Creek Road Fayetteville,N0rt| C8roliA8283OG Phone: (910) 486 5120 PROJECT INK.RMATION DESIGNED BY: BEN DRAWN BY: BEN CHECKED BY: SCOTT DRAWING SCP LE HORIZONTAL: 1"=40' DATE RELEAS --_D MAI ICH12/2013 SHEET NUMBE R TO SITE °I"''Jl LEGEND: ERBO ERB—EXISTING REBAR CP SPOUT SPRINGS 0 CP—COMPUTED POINT N/F — NOW OR FORMERLY R/W — RIGHT OF WAY CPP — CORRUGATED PLASTIC PIPE RCP — REINFORCED CONCRETE PIPE CI — CURB INLET DI — DROP INLET PROPERTY LINE — ADJACENT PROPERTY LINE 87 ----RIGHT—OF—WAY �C-7 C7 su STORM DRAINAGE OVERHEAD UILITY "�,. ✓�'`--�G TREE LINE �" Q� r4m)FTm ® SIGN ® MAILBOX HVAC UNIT ee ELECTRICAL BOX VICINITYMAP mTRANSFORMER 0 LIGHT POLE NOT TO SCALE PP. UTILITY POLE N WATER VALVE FIRE HYDRANT WATER SPIGOT ® CATCH BASIN ® DROP INLET ^C0 CLEANOUT ® TREE RIP RAP ASPHALT CONCRETE BUILDINGS X PROPOSED WATER METER 0 PROPOSED BACK FLOW PREVENTER UTILITY NOTES 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS—BUILTS DURING THE CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE AS —BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR WILL PROVIDE THE AS —BUILT DRAWINGS TO THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION OF THE PROJECT. 2. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THE APPROVED PLANS SHALL NOT BE DISCHARGED TO THE EXISTING SEWER SYSTEM. PLUGS SHALL BE INSTALLED IN EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND DEBRIS PRIOR TO ACCEPTANCE BY THE CITY. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS. MECHANICAL PLUGS OR MORTAR AND BRICK MUST BE USED. INFLATABLE DEVICES ARE NOT ALLOWED 3. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK. 5. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS 6. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT. 7. MINIMUM SEPARATION BETWEEN SEWER (STORM OR SANITARY) AND WATER LINES SHALL BE 10' HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM SEWER SHALL BE 24" UNLESS NOTED OTHERWISE. 8. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH HCDPU AND NCDENR TECHNICAL SPECIFICATIONS. 9. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE INSTALLATION. 10. ALL SEWER SERVICES SHALL BE 4" PVC WITH A MINIMUM SLOPE OF 2% 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE AND SANITARY SEWER LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN ADVANCE OF ALL TESTING. 12. ALL ELEVATIONS ARE IN NAVD 88 DATUM. 1 ! I 1 1 i 1 1 1 � 1 l 1 ,I i i -N: 551.634.253 E: 1.987.501.003 NC GRID NAD 83 (NSRS 2011) NAVD 88 f � , N/F 2 5 HM'S KIDS, INC TRACT ONE IV DB 2799, PG 362 PC#2, SLIDE 202 N_Ti t I ME Yx / f r y Know what's beiow. Call before you dig. I ' 1 ( IN FEET ) ' # 1 II inch = 40 ft. THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 409 Chicago Drive - fx to 112 Faye[ke,ALLe. Nor[h Carc na 28506 Phane (910) 426-67/ 7 Fax (910) 426-57/7 License Number: C-25` 4 4d SIT E 601_U--ION�5 INC �ENytNEE¢INS �SN¢VEY �C,GS �CONJTP.IJC1bN LGYOIR� REVISIONS z gal O Ci y� z Z < �+ O ^L 0 J u 0 w W P< W J ZLLJ W W1 PROJECT NAN E SPOUT SPRWGS CHURCH ADDITION UTILITY PLAN CLIENT MIKE EVANS FAYET TEVILLE METAL BUIL )ING SYSTEMS PRE -ENGINEER[ D STEEL BUILDINGS 910 - 486 - 5120 912 Cedar Creek Road Fayetteville, Nortl Carolina 28306 Phone: (910) 486 5120 Fax: (910) 486 3381 PROJECT INKRMATION DESIGNED BY: BEN DRAWN BY: BEN CHECKED BY: SCOTI` PROJECT NUMBEI 1: 766 DRAWING SCP LE HORIZONTAL: 1 "=40' DATE RELEAS?D MAI ICH 12, 2013 SHEET NUMBE R C-400 350 345 340 335 330 325 320 315 310 DI #8783 TO PO-3 STORM DRAIN -0+50 TO 3+50 .... ......................................................................... - .... ..._........_ .............................................................. _....._..... .................................. ......... .......... _...... .._._......... ...-....... __. _ ........_ - ......_.. _.. ....... _..... _...._. ... ...... n !� N l_.. ...._.iG� _.. ......... ......... ____. __ ........ __...__. ....... .._..... ___.__..... .. __- ........................................................................................ _...... ......... 0 0� ................_ ........ ;....... o 00 m O N nmNM < 'M o..................... ___..__ ......._. __. _. __.. O ^N M I Q M m+ a 0 R"O o ma ._............................ ._m _aa> __ ....... ..... __-____ ......... _... _... ................ o m .._...... ..._-__........ -. ...._... ........ ......... ......... O ................................. .......... ................. fA U? .......... ........ ........ ___-- ......... ......... .......... _.._ Nown n6li N-. ...... ......... ......... _. ....... --_ ........___. ..-.... �__. M I'MMF ... .... -..__.. ....._.. ...-. �........................ ...._ \\ ....._ ..or�iz _........._-_.. _..... -. --Q - -- - - 4Z9s--- 25% l ep \ 15 RCP1 ._.._. .. pR \ q�f .. -- -- --- 60 �$ ------ -- - — - - 1233 2 LF JI ....._. ®1 -. ___..... -- - ...... .... WN ... :. -.:. 78% 15 RCP..... ?; mr' MNO 123 51 \ ® 227% a _..... N? .........._... ......... is, EXISTING BOX MAY NEED REPLACING RCP INCREASED DEPTH ...... ............ ... ......._..... _..._... .' ,.,. ___... ..... .._ .... ..... ..._.... ......... ..... .... ....... FkjSn.. \ ..... GRgOf .......... ... ......... ......... -- .... ........... ......... _..... ......... ...... ..... ......... .............. ......... ......... ................ . _....... ......................................... ......... ......... ....... _._._... ......... ......... _.... ............. .. M N O 0O n Obi 00 M OM O M ,.Nj MM] M ,.Nj M pNj M M M M M 350 345 340 335 330 325 320 315 310 0+00 1+00 2+00 3+00 3+50 bi�m ru... sae dacumens ::; North Garolinr rules raudug that the storm.;., system designer I s A during wnstuulor,,, c wnformity with the r spocs; and c r +f,i r u li r las-, SAA �f �W 307303 Dae�%/i�f'/2o /1 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) I inch = 40 ft. 409 Chicago Drive - 5i to t12 Fayekevil-La North Car, na 28506 Phone (910) 4266T 7 \�\\ Fax (910) 426-5777 j License Number: C-23`_ 1 \� boLU--IoNb INC A"gNG iK A SuRVGY , A4v5 A CaN3TzucC ow Yoa A EW PROJECT NAN E SPOUT SPRINGS CHURCH ADDITION STORM DRAIN PROFILE CLIENT MIKE EVANS III FA71 TEVILLE METAL BUIL )ING SYSTEMS PRE-ENGINEERE D STEEL BUILDINGS 910 - 486 - 5120 912 Cedar Creek Road Fayetteville, Nortl Carolina 28306 Phone: (910) 486 5120 Fax: (910) 486 3381 PROJECT INFORMATION DESIGNED BY: BEN DRAWN BY: BEN CHECKED BY: SCOTT PROJECT NUMBEI I: 766 DRAWING SCP LE HORIZONTAL: I "=40' VERTICAL: 1 "= I' DATE RELEAS?D MAI ICH 12, 2013 SHEET NUMBE R C-5nO FINISH GRADE Z v 119.0E CARRY BASE COURSE 6" g• BEYOND SURFACE COURSE AT LOCATIONS WITHOUT CURB AND GUTTER SF9.5A COMPACTED ABCCOMPACTED SUBGRADE 1 HEAVY DUTY PAVEMENT ACCESSIBLE PARKING REQUIREMENTS PARKINGMINIMUM SPACES PROVIDED NUMBER OF ACCESSIBLETOTAL SPACES SPACES REWIRED YNINUM NUMBER OF ACCESSIBLE SPACES REQUIRED TO BE VAN ACCESSIBLE 1 TO 25 1 1 26 TO 50 2 1 51 TO 75 3 76 TO 100 4 101 TO ISO 5 1 151 TO 200 6 1 201 TO 300 7 1 301 TO 40D 8 1 401 TO 500 9 2 501 TO 1000 25 OF TOTAL 1 SS EVERT 8 ACCESSIBLE SPACES 1001 AND OVER 20 PLUS 1 FDR EACH 100 OYEA 1ODD 1 N EVERY 8 ACCESSIBLE SPACES 41a .4 1 (e))FO MEDIfr�A Ff1RE ACWTE mwnES AM (AM). NOTI 1. AL 12'XI8' ACCESSIBLE SIGNS OD-e h R7-1) SHAIL BE MOUNTED AT 7 FEET FROM GRAVE TO BOTTOM EDGE OF SIGN FACE (WTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET F PLACED N AN AREA SEMEN SIDENAUC AND BUILDING FACE N wMCH PEBESlNANS ARE NOT ExPET:Tm TO USE- 2- REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (WICO) US. DEPNDMEKr OF TRANSPORTATION AM NORTH CAROUNA DEPARTMENT OF TRANSPORTATION SUPPLEMENT 3. IF ACCEsSBLE ROUTE IS A RAISED SDENAK AREA, THEN RAMPS ARE REWIRED AT LOADING ZONE AREA 4. ALL DIMENSIONS PAVEMENT MARKINGS AND SIGNWE SHALL COMPLY WITH CURRENT ADA REQUIREMENTS. 5 8 TOP OF POND 6'-0" 67x6" CONCRETE WHEEL STOP LAG BOLTS & ANCHORS SUPPLIED W/ WHEEL STOP. NTS \_ COMPACTED SUBGRADE CARRY BASE COURSE 6" BEYOND SURFACE COURSE AT LOCATIONS WITHOUT CURB AND GUTTER 2 LIGHT DUTY PAVEMENT RESERVED PARKING RESERVED PARKING MUfCA YUTCD PARKING R7� R7-I 12'X18' DISA9LED 12'x18' MUTCD R7-8 PASSENGER 12'X16' LOADING ONLY VAN RM.-aD R7-eD ACCESSIBLE 12 z8' REQUIRED ACCESSIBLE MAXIMIVM 12"xs' RESERVED PARKING SIGN PENALTY S zso MAXIMIUM PENALTY R7*- $ 250 IPACTED 4,000 PSI CONCRETE SLAB 6x6 W14xW14 WWM. CV - 5 g iky.✓ r ✓`.*✓-+I+i g,.. >Fi,7 AA 4" STONE BASE EXPANSION JOINTS SHALL BE 20 FEET +/- O.C. CONTROL JOINTS EVERY 10 FEET NTS I I NTS ACCESSIBLE ROUTE (SEE NOTE 3) 8' 8' 8' 8' 5' 8- VAN ACCESSIBLE (MINIMUM DIMENSIONS) SPACE ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. PARKING SPACE PAVEMENT MARKINGS HANDICAP SIGNAGE AND PAVEMENT MARKINGS CONCRETE WHEEL STOP SEE PLAN FOR RIP RW THIDOESS F PAVEMENT NTS 3 5 UJ CLASS B STONE / SEE PUN FORPLM FOR THE \\ \/� / TIDE WWAYY WHICH IS TH ! F ' / EIEVATDN MEW THE FABRIC FILTER FABRIC MEETS THE STONE SEE PLAN FOR %tMY WIDTH SPILLWAY CROSS SECTION 1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY. 2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF APPROVED BY THE DESIGN ENGINEER. 3. MAX SIDE SLOPES ARE 3:1 NTS 1. REMOVE ALL TREATED OR PLASTIC COATED BURLAP FROM PLANT BALL 2. INSTALL TOP OF PLANT BALL UP TO 3"-4" ABOVE EXISTING GRADE. 3. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. 4. REMOVE ALL STRING OR WIRE FROM BASE OF TREE 5. KEEP MULCH 2" AWAY FROM TREE TRUNK BASE. FINISHED GRADE- ELI SAUCER BERM � z aE12 � O J m O O X N 10 -MINIMUM OMIT OF MULCH TOPSOIL REMOVED FROM HOLE NTS 3" LAYER OF MULCH 4" SAUCER BERM TO RETAIN WATER. REMOVE TOP 1/3 OF BURLAP FROM BALL TOPSOIL REMOVED FROM HOLE UNDISTURBED GROUND UNDER BALL TO MINIMIZE SETTLEMENT NTS TREE PLANTING GABION SPECIFICATIONS MATERIAL GABIONS SHALL BE MADE OF WELDED STEEL WARE MESH OF A NOMINAL SIZE OF 3' X 3'. THE WELDED STEEL WIRE SHALL BE PVC COATED IN ALL APPLICATIONS PERTAINING TO THE GABION. DIMENSIONS GABIONS SHALL BE BUILT IN VARIOUS LENGTHS AND HEIGHTS. THE LENGTH SHALL BE IN MULTIPLES OF THE WIDTH. THE WIDTH SHALL NOT BE LESS THAN 3. DIMENSIONS FOR HEIGHTS, WIDTHS AND LENGTHS ARE SUBJECT THE APPLICATION AND PURPOSE. IF THE LENGTH IS INCREASED BY A MULTIPLE OF THE WIDTH THE BASKET SHALL HAVE A WIRE WALL DIAPHRAGM SEWN INTO ITS INTERIOR TO MAINTAIN THE SHAPE OF THE BASKET. FABRICATION GABIONS SHALL BE FABRICATED IN SUCH AWAY THAT THE BASE SIDES LIDS ENDS AND DIAPHRAGMS CAN BE ASSEMBLED AT THE CONSTRUCTION SITE INTO A RECTANGULAR UNIT OF THE SPECIFIED SIZE. THE LID SHALL BE A SEPARATE UNIT OF THE SAME MESH AND WIRE SPECIFICATIONS AS THE BODY. THE WELD SHEAR STRENGTH SHALL COMPLY WITH ASTM A-185-90A. WHERE THE LENGTH OF THE GABION EXCEEDS ITS WIDTH, THE GABION SHALL BE DIVIDED BY DIAPHRAGMS INTO CELLS OF EQUAL LENGTH. THE WIRE MESH SHALL BE MADE OF GALVANIZED STEEL WRE HAVING A MINIMUM DIAMETER OF 3 MM. ALL WIRE USED IN THE FABRICATION OF THE GABION AND IN THE WIRING OPERATIONS SHALL CONFORM TO US FEDERAL SPECIFICATION DO-W< 111 AND POSSESS A SOFT TENSILESTRENGTH WITH A CLASS 3 FINISH 5 ZINC COATING IN ACCORDANCE WITH ASTM Ao41. PREFORMED STEEL WIRE SPIRAL BINDERS WTH A 3' PITCH ARE USED TO ASSEMBLE AND INTERCONNECT EMPTY GABIONS AND SHALL MEET THE SAME SPECIFICATION AS THE WIRE USED IN THE MESH. AFTER ASSEMBLY, THE INDIVIDUAL GABION UNITS ARE INTERCONNECTED USING THE SAME WIRE AND THE CONNECTION SHOULD BE MADE NO LESS THAN EVERY T ALONG THE PERIMETER. THEY SHOULD T HEN FILLED WTH CLEAN, HARD STONE FROM 4' -8'IN DIAMETER. THE LIDS ARE THEN CLOSED AND JOINED TO THE TOP EDGES OF THE INDIVIDUAL GABIONS AND DIAPHRAGMS. THE USE OF EXPEDIENT CLIPS OR HOG RINGS FOR THIS PURPOSE IS NOT PERMITTED IF PROPERLY CONSTRUCTED, THE LIDS AND PANELS SHOULD MEET CLOSELY W THOUT GAPS AND THAT THE TIES PROVIDE A TIGHT JOINT AT ALL PANELS AND DIAPHRAGMS. NTS GABION BAFFLE 3 CONCRETE PAVEMENT SECTION ISOMETRIC VIEW 4" MULCH TOP OF RC 1" ABOVE 1 CLEAN BAC AND FINISH 2" MOUND UNDISTURBI 11 mDIALK 3R 8 A B UTAIIY SMRF 0.01 IW 0.02 (1f! OA/ MAX 1P DM BOB 0.02 (NOR 0 211' IAMB /` 0.04 (NE81) Uf1ER SON)/ SECTION B-B g-0' Y-4' 6-O' SBEWNK I aAe I . TOP OF 7RNBIg11 DROP CROTWIN"aITB TWIN" I QI IFl VAEIBE SiDM NOT TO D W IZ7 SECTION A -A win PLAN VIEW 1. IYLBOP RVPS S U E R//OD M AL WNW Pon SKIS WX 25` RDI 2 WNW HIPS SVIL E MI%IUS1 R11 FLOOR �NW! TRACTION] NTS [NOT PEE FOR IEWM AD. m �6 HANDICAP RAMP SHRUB PLANTING SUBGRADE 15 GRAVEL PARKING LOT NTS FPACTED NTS I 16' 4 DUMPSTER PAD 1/6' RADIUS JOINT SEALER 1/8' TO 1/4' 4• LV 1/2• F� FILLER GROOVE JOINT IN SIDEWALK TRANSVERSE EXPANSION JOINT INJOINT IN SID3L��ALK 1. PRINCE CONTROL JONIS AT OISDNCE EQK TO WDTH OF SDEw PROBE 1/f DO'. Xm WITH PNE-WOED EJ. R m AT WX 3V O.C. Z CONQEW CONIFFMIE SIRENGIH Mi E 3000 PSL N 28 MYS 7 CONCRETE WALK INFILTRATION BASIN NOTE: THIS CROSS SECTION IS TO BE USED FOR THE ENTIRE LENGTH OF THE BASIN. I SEE PLAN FOR WIDTH 1 409 Chicago Drive - 5i ie 112 FayeHe✓IL(e, North Car, na 28506 Phone (910) 426-67/ 7 � Fax (910) 426-5777 License Number. C-25_ I1 4 D ,5 : 50L_U- 10N,5 �ENGINEGYIN!�5u¢�ET �C, P., �coNTzu, Lj tlCARoi//,ess SEAGiN/GIN,.TT !1llt_{,2-13 NTS ./ Z 0 Z U (0 Qz C) 0 Ll O J w [� < w J ZLET PROJECT NAN E SPOUT NTS sPRiniGs CHURCH ADDITION EXISTING SITE & STORE � GRASS GROUND DETAILS SEE PLAN FOR it 1..:..` DEPTH .,,.,''" 1 I- J 3 .�h�I;JII, 4" MIN. CLEAN SAND WRAPPED ,II1 F}1,=di IN GEOTEXTILE FILTER FABRIC COMPACTED _.II_ SUBGRADE SEE PLAN CONSTRUCTION SPECIFICATIONS: 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. CLIENT 2. EXCAVATE THE BASIN AND SHAPE IT TO NEAT LINES AND lA DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT OVERCUT AROUND THE CHANNEL PERIMEDPRETERTO ALLOW AND R MIKE E� ANS BULKING DURING SEEDBED PREPARATIONS AND SOD F BUILDUP. 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE BASIN FREELY. 4. ESTABLISH GRASS IN THE BASIN IMMEDIATELY. MAINTENANCE 8 CONSTRUCTION: FItAY1E' T TI.IE/�VI�/LLE 1. INSPECT THE BASIN FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL METAL BUILDING S 1 Q�Ch.. 2. IMMEDATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS. v v v GI' 3. MAINTAIN PROPER CROSS SECTION UNTIL THE DITCH IS STABLE. PRE-ENGINEERE D STEEL BUILDIN 4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. NTS F9 1 0 - 486 - 5 1 2 1 12 INFILTRATION BASIN CROSS SECTION 912 Cedar Creek Road Fayetteville, Nortl Carolina 28306 Phone: (910) 486 5120 Fax: (910) 486 3381 PROJECT INFC ,RMATION DESIGNED BY: E DRAWN BY: E CHECKED BY: S( PROJECT NUMBEI 1: DRAWING SCA LE NOT TO SCALE DATE RELEASED BD MAI ICH 12, 2013 =U ' •r .:. '�Se dOCUmems i6 raquireo t:y .rt s;,,r,rwa.:r -dt. Noth Carolina rules rDGaire that the t r �, systam designer er.t during Donstuct,or. f:,, -Dntormlty with t" SHEET NUMBE R -,d specs; and Certity a sr Tines 1 5AN"^.G2I n!,gl; , ,/30303 C"te /7 2Otz C-70C NC, D v sIr ::: �'a QL all*` 13 EMERGENCY SPILLWAY 14