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BO - 6' COLLECTOR PPE :C 0 PIPE -� DRAIN COLLECTOR PPE / 6' COLLECTOR PPE CLEANOUTI G' COLLECTOR PPE N LL U)J � Q 2 W at V Z •`- y' N 10 W 4 INV. 12' 926.74 - E `n II II I �II III ' I I 1r 40' Bo' 12V I 1T z 1 I'o SCALE: 1" = 40' W.L STA. 14.55 1 ' I I c I I r"IEPROP T ASSEMBLY tj (Ie BENCH MARK IBM) HYDRA IL STA. 14.44.67 (/1 I S TOP OF CASTING OF AMERITECH MANHOLE A6' TEE W/ 6•i( I y LOCATED 199' NORTH OF THE CENTERLINE REDUCER 0 HYD • 1 I � 3 OF SHIER RINGS ROAD. APPROXIMATELY O379' WEST OF THE EASTERLY PROPERTY LINE. In ELEVATION . 927.57 X 9 I li I H(D IW DATUM: 19Nta NAVD 00 3 N_ w I i THBD WORIOHG DAYS Q l 1 �' BEFORE YOU DIG W 6' SANITARY LATER L .; lI I w I CALL TOLL FREE: 800-362-2764 Er F ( I 6 I I I I I I I OHIO UTILITIES PROTECTION SERVICE O .W.. N BASIN No. 9 . 02 90 BASIN No. 6I 926.90 924.25 I ;� 1 .7' l 1 Ex CATCH BASIN . WATER SERVICENO _ S, i N : - 1 /C � 926.53 3eq.. pi W 3 I WV. 12' 924.13 - M' 1. NO WATER SERVICE CONSTRUCTION SHALL BEGIN P M TO alrN nl J ID I I O2 Me BEING ISSUED BY THE COLUMBUS DIVISION OF WATER N � 3 Iri I I ANo THE CITY of DueLw PERMITS OEPARIIENT. 2. THE CITY OF COLUMMA C.M.S.G 19M ED" SHALL GOVERN ALL WATER LINE WORK UP TO AN9 INCLUDING THE Q METER AND METER SETING. 41 I i 13 O 3. THE SITE UTILITY CONTRACTOR SHALL CALL (614)646-5B50 N FOR INSPECTION OF WA70 SERVICE FRdI WATER MAN M*W'a: 1Px3 1 i LL 4, METER SETTING AS PER COLUMBUS DIVISION OF WATER STANDARD O I l I w DETAIL DRAWING L-6317 AB,C, D! E (DATED 4/1,Ml L~ I ►�- S ALL r TWO" le WATER SERVICE SHALL BE DCAL U' NF 3N Q .n I Y I > �7 FROM HWATMAIN TRGUGN ► METER SET NO` IICLWNG - BYPMW 6. ALL FIRE HYDRANTS BEYOND THE R/W LINE qLL BE PRIVATE sz.. G G THEY SHALL CONFORM TO CMSC ITEM B09.0211 AHD BE PANTED -r r w ; TO CITY OF DUBLN STANDARD FOR PHXVAIE FIRE HYDRANTS In ] WI 7 I I 7. BACKFLOW PREVENTION ASSEMBLY INON INSTALLATION SHALL CONFORM m (/) I F TO COLUMBUS DIVISION OF WATER STANDARD DRAWING O< I L-9002 A Nk B (DATED 4/1/01). NWI I ( W - , a_ To LF o �x I I = Q KEYED NOTES Q STM ° I I I II I F CAH BIN ft S I - - T/TCC = 927.AS60 l 1O DESK;NATID STORM PIPES MIST HAVE PAEYRIM 0-RBNC GASKETS. CONTRACTOR LUST ENSURE E 12' 923.06 I I I ,._. I I THAT ALL JOINTS ARE -WATERTIGHT CONCRETE COLLAR JOINTS IFNECCESSARY. - RAISE "SMNG o CA,CHBASN ,OP 70 GRADE LD USE A SO, TRAFFIC BEARING MANNFNOIE CASTING 3 /, AN ABANDONED TRANSCON71NENTAL CABLE RUNS NORTH AND SOUTH ALONG THE _ I I 0: �• EASTERLY PROPERTY LIE. EXACT LOCATION UNIWOW Q10 W.L. STA. ro 25.98 I I I I Z 0 PROPOSED GAS S� HIECHANBCAL SIZE FLAN FOR DETAILS Q e . N3.06'03' 8•4B-V4' BEND Ln I r IE I SO PROPOSED UG ELECTRICAL SERVICE. SEE ELECTRICAL 511E PLAN FOR DETNS SIGN WL. STA. 10.00= I I x , T W.L. STA. 5.47.54 r w © PROPOSED UG 7E�MWW AND DATA CABLE. 6' It 6' TEE 17O RELOCATE UMUTY POLE AND OVERHEAD WARES. 'U -0 . GATE E _ / OX T04y ..1' Q II - CONTRACTOR RESPONSIBLE FOR RELOCATION. i FunmE 41 O ' WL STA. 5.22.8 a O FUTURE 14' WATUNAIN (BY OTHERS] D.O.W. PLAN o-169, A.S. 629 i U COU? 17 40k 63 LF 0.2.76% STORM 8.. 134 6BEND 1 ii I � 0 X 1 I 7 1 I I•- IO FUME 16' SANITARY SEINER (BY OTHERS) HW No. 2 WL. STA. 5.60.40 I �" �,0 E 16' = 920.00 1 I I 13.06'08' �I II ®POND AERATOR - MANUFACTURER: OTIEFtBEN. 512ES 2 HAP. SPRAY PA1FR1k STARIWMST, 0 - 6••11-V4• BEND l l POWER 230 VOLT. SINGLE PULSE JQ \ l m - MIN No. I I I W.L. STA. 6+58.75 (p i( 12' X 6' TEE. 6' D.I.P. AND 6' CASE VALVE PLUG F OTHERS" < E 24" =f9zo.00 �` CONNECT TO Ex. 6' W.L I I lT l ( I CONTRACTOR 70 REMOVE THRUST BLOCK AND PLG FOR GROPER C0N6ECTk+M• i 1 CATCH BASIN N6. 7 I I `I` I ' _ I I I I �i_ l ®2' WATER SERVICE TM OOMPLETE dAtB STOP TO BE LOCATED A MAXIMUM 1i' RAOAA T/C 926.�50 I III___JJJ "I� I � CENTERL9E DF 12' WA7ERMAN. 1 M_ 15' 92.50 FUTURE .2- V C"T w I ®6' WATER METER PT - DCDA METER m S 07 0 26 E 1 t 21.49 4 RETENTION POND' � - - - - I it I I SEE STANDARD DETAIL DRAWINGS L-6317 A ! B (DATED 4 L 53. - - - \ - - 1 - to ; I I I I I I V TO Ir - 11 ALL PIPE FROM MAN MOM PIT METER Pr 7D eE DucTILE BAa+ a_ sa INCREASE FROM Gi o -��� MA 926 00 I i O 1 ©4= METER PT FLOOR DRAIN TO CB /1S .b r AERATOR E 36' 9a.63 I w•'OF o f 9 I \ \ • ® t OUTLET STRUCTURE I M1 t - CATCH BASIN E le• = 922.16 I sy I I I STUB 36' WEST � T/C 926.50 1 I I � I :Syt7� JOFN �/p i N07ES: ' \ E Ifr = 922.20 (A 3 I I A. *: - THE SANITARY LATERAL WILL END AT THE E 4' ORIFICE . 922.20�Zf L� -E 6'• ORIFICE 924.80 121 I 1 I : * � THE LOCATION OF TILE FUME MAIN. I I I 10 LF 18" STORM qqq CONHECTOTHERS. T9 BE PERFORMED BY OIFE Q 0.50X r I O I I I 1 I I }O'.rc �y '+_ - ALL CONNECTIONS TO THL MAIaIE UTILTES ILL REQUIRE 1H" A E chain l nk lance O�1 I I I I l l,HONAL�N•' INSPECTION OF THE d IY OF DNA' N IBVI57ON OF ENNGNEEtiNF u SEE MEET C-7 / I SITE PLAN - CB rn I / ♦ / I I I REAR ENTRANCE DRIVE / O0, I3 I z l st / O osphdt asaa r -------, I n i I I C3 - SITE /� \ halt II I I TY PLAN ,J asp L, o I o l UTILI I / -- / CB I I I a PLAN PIEPANFD NIr. C--D i i I` I CHENEVEY AND PICCIN cc I / • ,/ �' Q4f �aa I ca eATIcH 6z"sso16 I i ENGINEERING. INC. E i6= 9 9a.50 1 I Ex CATCH 92157 BASN 86 CHEROKEE DRIVE EAST 16 F 'STORM E 1z' - 921.67 POWELL, OHIO 43065 TEL (614) 798-8000 Q o.18x I E 132 - 9r 47 -� • b i /// gt SST L J H 1 C 36. - 921.47 I TE 6/13/01 C - - D C___ o I DRAWN BY: CBA 1. / 1 o f I 1 6olmltuBNea96961aun6 r / a S s `I ( I 699AAN?F61191CIAlIB1O10► A. (pM9/JNFAN 76 s / ~ONXiIAMGEF{AfI/BMORIIBUN ,/ TWIN 1•iW-o4 Dublin Service Center I F O BUILDING FACE 2 3 TO INTERIOR PLUMBING SYSTEM 2' DON. WATER SERV. z 1 4' F.D.C. TO INTERIOR FIRE SYSTEM 6' FIE SERV. 1. 2' DOMESTIC WATER METER - SUPPLIED BY D.O.W. AND �iSTALLED PER STANDARD DETAIL DRAWINGS L-6317 A.B.C. D ! E (DATED 4/1/Ot) 2. ASSE / 1013 - B.F.P. PER CITY OF COLUMBUS STANDARD DETAIL DRAWINGS L-9002 A R B (DATED 4/1/01) IRRIGA'nom SYSTEM METER - SUPPLIED By G-r- S MUS'T SEN S AN OR BADGER CUBIC FOOT METER WATER SERVICE DETAIL SCALE. 1' - 10' CATCH BASIN No. 4 T/C . 927.00 IW 922.63 16' . 923.06 E 12' . 923.33 �=� 225 LF 15• STORM Q 0.92% ATCH BAS/N No. 6 IW 92400 x O a 0 Q 0 O r CATCH BASIN No. 5 T/C 927.00 E W 922.14 rX U)O a -0 J Q MANHOLE T/C . 927.50 249a.IB Wr . 921.66 IS : 921.93 40 W MACHO 929.B5 J Q W E Ir . 924.25 w A U LF 15' STORM Q 0.40%� r o CATCH BASIN No. 2 7/c . 927.50 I E IB• 923.62 I E I2' 923.67 IW � W.L. STA. 00\ PROP. TYP.0E •AMR\LEI rHYDRANT ASSE W/ 6'x6' . REDUCER TO HYD ®®I 1 I I I 'A l0 6' COLLECTOR PIPE 1 EANOUT CLEANOUT 6- COLLECTOR PPE o RJTURE PROPOSED SERVICE CENTER IL44730:-S.F. EXPANSPON - CATCH BASIN No. 12 T/C . 92770 0: 0F,r;-45* F.F. ELEV. 930.00 E' : 92s.n - _ _ 6- COLLECTOR W.L.STA. 1.25.36 6` COLLECTOR_ PPE. 45•BEND �CLEANOUT W.LSTA. 3.79.64 L. STA 1.53.�6 e • 26.12 r e . 45' 6•-22-1/r BEND W.L. STA. 4.24.3 PROP. TYPE •A' 8'-4W BENS I lO' PROP. 6' WATER HYDRANT ASSEMBLY W/ 6' : 6' TEE y,I ~ 1 I TI - 1 (3 CNHOLE 30 E 24' . 920.9 cC 3 •j'Me, 4F 24• /3 93 LF 24' STORM S SHIER -RINGS ROAD ELECTRICAL VEHICLE CHARGERS ELECTRICAL SITE PLAN SCALE: 1 = 30 -0 MN GENERAL NOTES 1 THE WORK DESCRIBED COORDINATE THE ONMERTAGES REQUIRED TO PERFORM 2 EQUIP�tENT�INSHALLLLETEST AND LEAVE READY FOR OPERATION ALL ELECTRICAL 3 ALL WIRING METHODS PER LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, NFPA, AND LOCAL AUTHORITIES. 4 ALL WIRE TO BE p6�00 VOLT C��NEp� oRHN/hIpWMNPOARRXHµ�HTW ffg?NS 90DEGSHALL ENNRONMENTS.ONE�A 90AND 310.8(C;ON RN DAMPAND 5 CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL, MEANS METHODS LABOR TOOLSOF 1H� WORK DESCRIBEDUCONTRACTAND SUPERVISION CONTRACTOR TESTABLISHdRY FOR PERFORMANCE PROPER ' SAFETY PRECAUTIONS PRIOR TO THE START OF WORK. 6 CONTRACTOR IS RESPONSIBLE FOR FINAL FIELD MEASUREMENTS TO DETERMINE ACCURATE CABLE LENGTHS. 7 VERIFY LOCATION OF ALL DEVICES WITH OWNER PRIOR TO ROUGH -IN. g CONTRACTOR TO FIELD VERIFY ALL CIRCUITS WITHIN THE WORK AREA AND RE -CABLE PANEL DIRECTORIES AS REQUIRED BY THE NEC. 9 TYPE MC CABLE PERMITTED IN ACCORDANCE WITH THE NEC. 10 WORKING SPACE FOR EQUIPMENT OPERATING AT 600V OR LESS TO GROUND AND LIKELY TO REQUIRE SERVICE WHILE ENERGIZED SHALL COMPLY WITH NEC 110.26(A) 11 LABELING OF DISCONNECTING MEANS TO COMPLY WITH NEC 110.22. 12 ALL INSULATED CONDUCTORS IN CONDUIT SHALL BE COLOR CODED AS FOLLOWS: CONTRACTOR SHALL INSTALL SIGNAGE AT EACH PANEL TO INDICATE THE COLOR CODE. SYSTEM VOLTAGE 240 120V 208Y 120V 480Y 277V PHASE A BLACK BLACK BROWN PHASE B RED RED ORANGE PHASE C BLUE YELLOW NEUTRAL WHITE WHITE GREY GROUND GREEN GREEN GREEN SYSTEM VOLTAGE 240 120V 208Y 120V 480Y 277V PHASE A BLACK BLACK BROWN PHASE B RED RED ORANGE PHASE C --- BLUE YELLOW NEUTRAL WHITE WHITE GREY GROUND GREEN GREEN GREEN COPYRIGHT 2019: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF PG ENGINEERING AND SHALL REMAIN THE PROPERTY OF-4 PG ENGINEERING AND MAY NOT BE USED, DUPLICATED, ALTERED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. )F �R GERARDI E-467 58 DRAWN BY CHECKED BY PPG KID SCALE: AS NOTED DATE: 2 JANUARY 2019 DWG N0. SHEET N0. E-2 2OF2 COPYRIGHT 2019: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF PG ENGINEERING AND SHALL REMAIN THE PROPERTY OF-4 PG ENGINEERING AND MAY NOT BE USED, DUPLICATED, ALTERED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. )F �R GERARDI E-467 58 DRAWN BY CHECKED BY PPG KID SCALE: AS NOTED DATE: 2 JANUARY 2019 DWG N0. SHEET N0. E-2 2OF2 C = m m c -+ < CD . ' .. -o mz 00 m O <m rD- pD rn 7 O cn� < r DZ W 1 •, > N G)0 Dm Z m v' c m o D � O `Q NO cn M < O -n ,� MZ O O G z O -0 n z lz m C z �� m� z -� �m �n m 0 2 C/) D C 7 O Z `tD ai m 0 m G) � v �p 9 0 M O .r Z:' 18-1 JP m �� �z m A m— *11