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Home My WebLink AboutSW6210205_1644-PERMITTING PLANS_20210310SITE y a, 0 a0 0 �a NORTH VICINITY MAP NOT TO SCALE SPRING LAKE RAY ROAD DOLLAR GENERAL SITE DEVELOPMENT PLANS ANDERSON CREEK TOWNSHIP NEAR SPRING LAKE, NORTH CAROLINA HARNETT COUNTY EXISTING UTILITY OWNER INDEX OF DRAWINGS WATER G1.0 - UTILITY NOTES C5.0 - 5.2 PROFILES HARNETT REGIONAL WATER C1.0 - EXISTING CONDITIONS C6.0 - SITE DETAILS 700 McKinney Parkway C2.0 - SITE PLAN C6.1 - SITE & EROSION DETAILS Lillington, North Carolina 27546 C3.0 - GRADING AND EROSION CONTROL PLAN C6.2 - EROSION CONTROL DETAILS 910-893-7575 Contact: Shane Cummings, PE C3.1 - DETAILED GRADING PLAN C6.3 - WATER & EROSION DETAILS C4.0 - UTILITY PLAN C6.4 - STORM DETAILS 15 • Know what': below. Ca11 before you dig. CIVIL ENGINEER 4D SITE SOLUTIONS, INC. 409 Chicago Drive - Suite 112 Fayetteville, North Carolina 28306 910-426-6777 Contact: Scott Brown, PE email: sbrown@4dsitesolutions.com OWNER/DEVELOPER RHETSON COMPANIES, INC 2075 Juniper Lake Road West End, North Carolina, 27376 910-944-0881 Contact: JOHN PARKER email: john@rhetson.com SURVEYOR 4D SITE SOLUTIONS, INC. 409 Chicago Drive - Suite 112 Fayetteville, North Carolina 28306 910-426-6777 '� Contact: Jimmy Holland, PLS email: jholland@4dsitesolutions.com U51�{NCARO ��ICIIArp�(/"'' tr �NY��o uwEA. 'b2�bl•ZI o2ro1-21 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 4Dsite solutions �. R�- PROJECT NAME SPRING LAKE RAY ROAD DOLLAR GENERAL TAX ID# 050548-7310.000 RAY ROAD ANDERSON CREEK TOWNSHIP NEAR SPRING LAKE HARNETT COUNTY NORTH CAROLINA CLIENT RHETSON COMPANIES, INC D2IREENIGNE a°- MARS, A") RY�NRN,TdREFERATHE NTRAB,ORA D T A Dk APPEAL', OPENINA Y (TWOR1.EE'NO - LL): MARK 5S M �VE OPENING THREE A �(FW — — — APSE N LEVAL APE( WO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED RWOYPT OFF I LnFOR ILI1V ELEVIEKINI, IN' IIIYE IIINNE POPE AN' LIFE HYOR AN, WHICH IIPEIE A IS IPEIA' ON HALL BE COME 'HE REIPONIBIL11 OF 'HE UP THE PFAIE55ONAL ENGINEER`PE' EA WATER L�NETIONAELOBCONN AUTHOR ZA"s A `Po,`oR OF PlFFEIIIFNAL °THE LILLY I CONTRACTOR O THE CI TOE UTLT' "NTAT" MITI' `NESTLE A FEE OT'PN AD LIFE MR ALAN W2IE.lLAI DIRECTOR FYCTALANA AND ACCEPTANCE IF TOE WIFE A CAFEA;TMAE ON _UCT ON WORK STILL RE PEFFOEMED ONLY DIINI TOE NNIMAL BIKINI 00111 IF FEW WO 10 11 C NOT PAIMI TT Y FEW ER (PE) SHALL OETVLOEIDEA HR A oRA(s)R H COLD STAKE OFF ALL LIT ILINNEIS AND TOE GIADE ITAKEI FOR TOE PROPOSED FLAT A 'ADE °A(s; `", UTLTL OON5THICTIN HE CON IT FLAT ON AT AN F WAT El L UP E ITEN ONCENTERLINE DO AS NOT TO INTERFERE WHO THE STREET GRADING AND UTILITY CONSTRUCTION «).AA F HEECTMEE IN THE E5TARLSETED 5PECIFCALONS OF DOW AND BE APPEARED BY THE EN"NEE' IF 'E'O'D DO AN LARGE TF COLD TF FOUND aE(FE, TI ITY TION RED THE WA T SPECIFICATIONS OF THE HARNETT REGIONAL WATER (TRIP THE UTILITY CONTRACTOR SHALL BE DECO A" DEVAT .. FROM TOE BASES APPROVE D R EE L NOINEEIN EsANI,A IFARY AEWER s TIF SSTAFF BE LAIPANI TG GOP, IN A4 FPIPEINCHES OF VERTICAL PLACED UNDER A RAN POTABLE GO A L OF AS SANITARY ASIDE 01 STORM lElEl NITALLED ITT DOCHLE ION PRE IITI TIE RAID°;� WATER LNE MOST BE CAST RON P( NoIPARIF TH ABLE T c a) EE M THE POINTE LON PIPE WHERElIT THE POTABLAD LE WIFE MAIN CIOICEI THE T A CAANILAII DISTINNE OF N LU) FEEL c) A GTAeLE FEET THE N 'ATE'MA E'TEND A' LEAIT TEN 110� EE REQUIRED IF N' (AA BEYOND — L.MEIEI IETTEIA SHALL BE STALLED PARE (;` IFO AND T T T EE (3'] T"o VEE(5) FE T T Tv T T T DAF/Co 01 El 11 AS TO PROVIDE AT AST E" TEEN 11e'9 IF TIE METER IETTEI FILE DAITEI METER M"T IE PRO' PER TE IT P"T' F TIE ME T El I N OF E AN PAID WHY TE IT P"ITl FROM T ` E MANUFACTURE , N ACCORDANCE W TO TO E " W EITABLITED , TANDARD IPE , F PAT AN, AND DETAILS DUCTILE IRON PIPE MOST BE USED FOR FEAR HE CHIP HE AW N ED FAI THE METE, FALTC To DO I , T A ORDERING THE 0 F, E ITT L T, C ONTIACT.1 BUT INALALL POLYETHYLENE SDI-C WATER IEIlCE LINES THAT CFO` 'FREE THE RAIMENT LIFE A (EDu VWO2,WALEI BE ONE (A) AL �DTWOLEE (2i) INCH ACHEDULDEF 4O *PVC CONDUITR01 TWO (2)MAv ONE (1) — THREE (3') INCH ACT PVC DO BUT * 5 IINDIIT MlIT A THE WALE, ALLPHS,ND T T _ , IDIANUP SAFE VALVES, IEllYE LINES, METER IETTEII AND AATE'BULL HARNETT ARE READY TO EGIN FILLIN. IN A AND CANDIREGIONAL WATER WITNESS ALL PREGSURE LENDING RACA) PR TO MA , N I To E TAP IN TOE EDSTINO WATER MAIN TOO PNEUMATIS PlEISllE FEET MITI PC BALL USE RDM� BRAND sAINLL� ATEEL ,APPING �E T O'1R APPRO ED EOU� FOR NE") AND ALL AAAOCIATED SEAz` ALL '"N.' E APPROVED A, FEW AN ATHEFEECPATENGINEER (PE, IN WRITIN AND PlOPE1 OCIRENNED IN TIE DIED LINE FIELD DIAIINGI THE FTLTF CONTIACIO1 SHALL SPOT V G To E 'PoIE EACH "L" PIPE " L INE TO VAILl LACATIONI OF TIE ERIATING. ITILITIE1 TIE UTILITY CONTRACTOR ALLOW THE PE To ADO"T THE WATER LNE DEIGN N OGDEN To AVOID 'oNFLNP LEPROVIDE)TO CIA ANDINATEC RrNBT„E ED LNG UTIUr POLLA PIPER. WIRER CABLLA. BGNA o oR"°TIUTIEA INCLUDIN AERSCEA A FLY NO TIE EVE BEEN ACCEPTED (RP IDA A WARRANT' RE' AD 'NE THE WIFE ITEM ANo N P IF CONIS •RACCTOR"OF GA"ANT,I ENEWORKTHEIT L IF CONTRACTORWLL THE THINBE 4Dsite solutions resin b�d.w�.�.ylre �SpPfC.Ss`j �y.�4 vz of-zl ROJECT NAME SPRING LAKE RAY ROAD DOLLAR GENERAL UTILITY NOTES CLIENT RHETSON COMPANIES, INC 0T5Jun per Lake ROAN IVesi Garo Et NNInne27316 PERU, 1, GIEEDFIII PROJECT INFORMATIGN DRAWING SCALE FEBRIJARV 1.. EL21 IDMBER G-1.0 i,`,`K°"•ER ve,a,z sr ,sr n�z :n nu..h �m.�,. w� �� SITEy ax_x¢-•o-,nnom s' _\ NORTH VICINITY MAPS k NOT TO SCALE k �T LOY� `oAPpo"'nw�AL. o -NI bZbb21 —I m, III- A .E. , oa —N. A. PX'..A s,I'T. ----- „ .... > Ek>. —1..T a .a m� AmK �..Aa DAA, ,Ao ....n , �L. m �A A.m» .. A Nn A .NA ., R SAL ns ...��a,�„,— I.. — --- �ar� . s<A. R. g�rE.. C«,n ,nA, r,e "M5 o.A.. III AN Al- L'.-o Aa AN 111 ----- -- s ::: ,» � rP,> T— 1 AND .w 'AL III I—EY n —1 x zmo U1.1 Tw s / m AP_ _- —--oAo�A-.--uw-_ :=u„__— — __ / CRAPHIC SCALE 4Dsite solutions PROJECT NAME SPRING LAKE RAY ROAD DOLLAR GENERAL EXISTING CONDITIONS WENT RHETSON COMPANIES, INC SITE* F.Mprrm VICINITY MAP I p M ... . ...... .woM . NOT TO SCALE PL11 11 MI-IM —11111 10 —1 .11 T11 1-111 SITE DATA 'E'EL' PEI IIET— I. —I E IEI EID 1111 1 1-1 El —EDIDI—El �l Pll --P—T P—DEIEL—Ell 11— —El GRAPHIC SCALE a /I 69�u \�`\\\� xp AAl E'l'l D _Ell 11111. IDE— 'A� ��E'D'E I —Ell -- ID. .. . .. . . . . . . . . . . . . . . /. . . . . . * . . . . . . . . . . . . ... . . El� �� . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Da 111. Po 311 NTS I PAVEMENT WIDENING SECTION I 4IDS11 solutions REVISIONS PROJECT —E SPRING LAKE RAY ROAD DOLLAR GENERAL SITE/LANDSCAPE PLAN CUENT RHETSON COMPANIES, INC SHEET —BER C-2.0 VICINITY MAP NOT TO SCALE o•v !. .seen w%iry �oon�vs , / 1e sn, 10 ass GRAPHIC SCALE \ \\ \ Know what's below. Ca11 before you dig. 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 LOCATE 4Dsite solutions rrmRr- ROJECT NAME SPRING LAKE RAY ROAD DOLLAR GENERAL GRADING AND EROSION CONTROLPLAN CLIENT RHETSON COMPANIES, INC DRAWING SCALE HORIZONTAL: 1"-50' DATE RELEASED FEBRUARY 1.. 2D21 SHEET NUMBER C-3.0 NORTH VICINITY MAP NOT TO SCALE pj CRAPIEC SC LE I beXre you dig. 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 solutions ��—E SPRING LAKE RAY ROAD DOLLAR GENERAL DETAILED GRADING PLAN CUE.T RHEmON VICINITY MAP NOT TO SCALE 'fie- _, - % w��y \•�� a /' 1 L 1.; l / Mxou saw. \\ \ / wwma sewo. � Pa tooz. Pc goes \ \ ,\ j GRAPHIC SCALE \ \\ \ Know what's below. Ca11 before you dig. 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 LOCATE 4Dsite solutions SOP!'fSs`j �y.�4 vz of-zl rrmRr- PROJECT NAME SPRING LAKE \ RAY ROAD DOLLAR GENERAL UTILITY PLAN WENT RHETSON COMPANIES, INC 0 11perLake— IVestEntl.N hGaronne 21316 PM1one'. 1611) 1. 66a1 SHEET NUMBER C-4.0 -7 o N- WATER LINE RELOCATION WATER MAIN -0+50 TO 8+50 295 290 — 211 211 211 215 210 215 me� 210 255 255 F F D'Do 1-o 2,00 3, DO —o 5'oo 6'Do 1-o 8,00 GRAPHIC SCALE 4!Dsite solutions REVISIONS PROJECT JAM SPRING LAKE RAY ROAD DOLLAR GENERAL WATER PROFILE CUENT RHETSON COMPANIES, INC --11 11LIkl— I1"L E�d �-h -1-27376 6) 1. -1 PROJECT INFOR—IGH DRAWING SCALE HORIZONTAL: 1 -51 VERTICAL I Z DATE RELEASED FEBRUARY 1 -1 SHEET NUMBER C-5.0 STORM DRAIN -0+50 TO 2+00 o. o0 1. oa s+oo o. oo A o o GRAPHIC SCALE � �nen = zo 1rL 44Dsite solutions UH. ARD( Ii�i SpPf'Essj y,.�4 vz of-zl REVISIONS ROJECT NAME SPRING LAKE RAY ROAD DOLLAR GENERAL STORM PROFILES CLIENT RHETSON COMPANIES, INC DRAWING SCALE HORIZONTAL: 1"-20 VERTICAL 1"=2' DATE RELEASED FEBRUARY 1..-1 SHEET NUMBER C-5.1 G* `/ \ / / ,oe" STORM DRAIN -0+50 TO 2+00 e..e. e..1.. LEE G+GD 1.aG s.D A o GRAPHIC SCALE 1 �nen = zo 1rL 44Dsite solutions UH. ARD( Ii�i SOP+1fSSjy,.�4 vz of-zl REVISIONS PROJECT NAME SPRING LAKE RAY ROAD DOLLAR GENERAL STORM PROFILES CLIENT RHETSON COMPANIES, INC 075JunperLake— I1esiEntl.-h Garonne Z1316 PROJECT INFORMATIGN DRAWING SCALE HORIZONTAL: 1"-21 VERTICAL 1"=2' DATE RELEASED FEBRUARY 1.. 2D21 SHEET NDMBER C-5.2 E A. T Hill 111111 1110111111111111111 1111 Ill I 11141-11im anst_ co root I O_ SP. GLIlOHR�ll THOU NTS NTS NTS NTS 1 LIGHT DUTY PAVEMENT �1_ HEAVY DUTY PAVEMENT 3 CONCRETE PAVEMENT SECTION 4 TURN DOWN SIDEWALK 71 WHE IULTI I ALI' SUPPLIED W/ WHEEL STOP, EDGE OF PAVEMENT I'LL 111 GO111HE S IF A.LD, EIJ L__41 t_t`E. fill I wir R so A I A E L P11. SPNIPPE RAE nil lip" w ON A -A NTS N11 11 ASHIPHIAT CINI 1.1 111 111L NTS 7 NTS NTS 5 CONCRETE WHEEL STOP 6 6" DUMPSTER BOLLARD DUMPSTER PAD 8 ANTI -SEEP COLLAR ACCESSIBLE ROUTE C) RR® V 0 (E) (SEE NOTE 3) (9) U.m]°I�l I E S AGCEAREBLE (MINIMUM DIMENSIDIRS) SEA' 'TA I IAR�NG PEACE ETF NO POLLARI 'A NTE1 YELFLAS WITHA, ELODE I RETE S_/,�ESIE!ELE AX FR A AWAY BICN SLOP , LDI I LDIUNGPIE FEE FOOT ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT BELL LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. PARKING SPACE PAVEMENT MARKINGS NTS %POLLARD PAINTED YELL AS 2 SLOPE X POLLARD PAINTED c:r ALE0.1B1 TH HE OF PARGING SIGN 9 HANDICAP SIGNAGE AND PAVEMENT MARKINGS 11uuLcu 1 11FOUDD 1PROP HIGHEIC �1 11111 I -El I OF p PN' NET H E E" I SO p PHL SPE NO -l' I PE.�r ELCE111- OF WIIE F I �EHNIL-1,H I- PPOIG HIDE NEA 3 D _1E arvo�iirvias D PPREI /40 G I IN El -L '1 ED IFRI 'E A�G P�113 P1 , UO H 'OLE APEOP 11 F ,'L,6LELGE No,,, ON O'RELXWFIM��M`H NTS NTS NTS 10 SHRUB PLANTING 11 TREE PLANTING 12 HANDICAP RAMP 4DIsite solutions ROJECi NAME SPRING LAKE RAY ROAD DOLLAR GENERAL SITE DETAILS CLIENT RHETSON COMPANIES, INC 0]SJun per Lake RES E�d Nl -1-27375 0 1. U111 PROJECT INFORMATION DRAINING SCALE NOT TO SCALE DATE RELEASED rEBRUAPY 1 2IE21 SHEET NUMBER C-6.0 Z NEES 3 GENERAL EROSION AND SEDIMENT CONTROL NOTES 4 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE =MUN=11 ... ..... . ........ 11 N NI EE aE J5.'IX N"Nl, Ill K11N _z— -- ---- IH M`M21'N UMTL H, 6- 1011 THI Tn cwwncx MTIHI, 1m M, w. �J NEES NEES TEMPORARY SEEDING SPECIFICATIONS 2 PERMANENT SEEDING SPECIFICATIONS 5 SILT FENCE 6 FAIRCLOTH SKIMMER 2 4 L111 4�4 ..,.°ww...®mw.. ,w�.,w„e�w ewe ww,l 11.11-1-11N tiEw ?E.ToT�,, «ow�ol��Nwa Go, a� 'EEL G..E .3 NEES ..... 1 IEI —DE I -El FITTIN. 1. 1 8 HARDWARE CLOTH & GRAVEL INLET PROTECTION NIEN-1 NS L&INIEl t QTII�IMZI C= 11 111E F—El 11E1 I'L 111— . . ..... NEES NEES NEES 7 TEMPORARY SEDIMENT BASIN 9 CHECK DAM WITH WEIR 10 DUMPSTER ENCLOSURE 4Dsite solutions ROJECT NAME SPRING LAKE RAY ROAD DOLLAR GENERAL SITE & EROSION CONTROL DETAILS CLIENT RHETSON COMPANIES, INC DRAINING SCALE NOT TO SCALE DATE RELEASED FEBRUARY 1.. 2L21 SHEET NUMBER C-6.1 A APOULD STABILIZATION CHAPT A. �'�OA�'E ZN �'EL'I'A.O'N `1.1L"EA1T101T= rv� I'll N.N1 BIT _E1 (T, NBN1 AZ N 5 'El AN'�NIL 1E IEL'E�1�'11 NEES TT NEES NEES NEES TEMPORARY DIVERSION BERM 2 TYPICAL RIP RAP APRON 3 ROCK PIPE INLET PROTECTION 4 GROUND STABILIZATION CHART A T AZ T n. -OOL-1 P.1111- ' 0' LIA11 14111111 1ENN111 11NAL ILI.1 OINLI. A111-11 aws raw iais iais 11-11A swua MIL-1 L11A1 IN.1—A "XITOLN �N� 'N V`01411� ZL�LNLEDENL��'H'5 NEES 'O",A� 'NLL��N5E%"�5A L I III E 1-11NI P—Ell N 1— Z'AND —L � E`TALN— 1NI �1- NN�EI'TBLEB%'D'1'00E LMHEN�I,N ON P AM 8 LA , �, N� 81 1111ED .11 BEIM11A 4 'EI—EN' 1EN' ' T.LM 1AlOINI—El 11NI T — BLIA411.1 11— 11NILID N1_D1`�'1"1ILI NEES 1 11- AE I— P10-11—L NEES 5 ANTI -SEEP COLLAR 6 VEGETATED SHELF PLANTING DETAIL 7 EMERGENCY SPILLWAY CHANNEL INSTALLATION gc�� s' M, A, 44 L=GLAL=TATLIIM'Z ZU'LAT " 'p 1L.O 0, 11, N" ANALO' ZLAN�1'1' A E� P III �Ml 11 �F NO 1� LL '00 _Z NEES NEES NEES 9 STAPLE PAT TERN FOR 4'ROLLS �10 STORM BASIN RISER WITH ORIFICE DETAIL 11 GABION BAFFLE ��L%K'E'��, LI 07,E, 11IL ILALNI Z'I ZLI A 7 F NNEL A -AA 01 Aow 0 'E E-1 'N� k, k, o aao aF -ILI 01 1111 LI-1 I' ILI W) — Al N1111 A 11-11 zrl�LNE E LE-11 �5j_ IN N11Z I—EILI .1— L-11 NEES Z'E"M'I 0 NOT NEES NEES 8 EROSION CONTROL BLANKET INSTALLATION 12 FLARED END SECTION 13 TRASH RACK 14 SILT FENCE OUTLET 4Dsite solutions IIII. R I. ROJECT NAME SPRING LAKE RAY ROAD DOLLAR GENERAL EROSION CONTROL DETAILS CLIENT RHETSON COMPANIES, INC DRAINING SCALE NOT TO SCALE DATE RELEASED rEBRUARY 1 1 SHEET NUMBER C-6.2 wEES METER BOX DETAIL FOR 1" SERVICE NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING NCG01 SELF -INSPECTION, RECORDKEEPfNG AND REPORTING NEES TYPICAL 1" METER BOX INSTALLATION solutions ��U SPRING LAKE RAY ROAD DOLLAR GENERAL CUE.T RHEmON C0 2La,°ree°„�TM.TMa� Y .® °7" pow n P Z = "m oA Aga x= � - a 0p wnx°nw.e riwuenaove° '� E E J�A � wnxmrxAnw°veu °nrwix°x°msrAu. reee 00 o�A q oowEL °°waeeereea °�°'reTM°°'°ems mow. i —p m m� � SECTION X=X SECTION Y-Y J m SECTION X-X SECTION Y-Y = o L DO—IT 840.ts7NT 84o.1a840.t4 CONCRETE DROP INLET NTS BRICK DROP INLET o, aao may' oEPREBeIONo G E E SECTION G-G H e F PLAN OF FRAME cnsT IRON a`4aow �9'n A A B B ,rzR as aMa. �ouFa a a.. o w o m o m m 0 m o A >� F z >op o PLAN OF GRATING CAST Ro a a. , , ", s' SECTION H-H I a ya° I e I i z J— � m' w z. p W x y p z o J 3 m ZCo m 3 n z A z Op PLAN of covER PLAN OF FRAME c ova A E� �-�I-°~' c � rz " aE.Ev,w.E o� -o p a K z � y 2 - is ids. " a °840.t6 s SECTION E-E SECTION F-F °840.t6 °840.54 CV El 111 SECTION A TOTAL 300 WWJ0 DROP INLET FRAME AND GRATE NTS MANHOLE FRAME AND COVER NTS nF: u,p eere�°.... YE. srs _per � o� ao _9� — nFAop F— a S z, nz r uireu°ewew°°ai°.°ewe°w.rererzE°w°.w,ew.s �J °.ee.°°ur°ee°„°°suvu TMr A—LA w TJ PLAN oAOcouvs lo m ozzouTLET ELEVATioN cc oRo-ozzsEcnONx-x °secnoN -z-o o o i n n, x O mKo z °merei°re°, e°xwx°rire neire°ceuere mr sue cues swn°s uu,°wxrni® r a rme srwx w°TM neon. ewre w re°xs -,� ova' W o : i0�f _�� -z C) E mXr x-x E ayo �m�� SECTION Y Y s840.3t 840.32 SECTION Y-Y ------ s840.31 CONCRETE JUNCTION BOX NTS BRICK JUNCTION BOX NTS 4Dsite solutions Ibnaw ". R I.— NA.E SPRING LAKE RAY ROAD DOLLAR GENERAL STORM DETAILS CLIENT RHETSON COMPANIES, INC DRAWING SCALE NOT TO SCALE DATE RELEASED FEBRUARY I.. 2D21 SHEET NUNBER C-6.4