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HomeMy WebLinkAboutCurb Cut Plan Set_Revision 1I� H 0 0 U 0 Lji U 00 0 0 Ki 0 F- w N z J d H D U M ry V) z Q 0 0 i r` OD 0 M 0 N d w J 0 Z ¢ 0 F_ D M M M 0 0 w I� M N k 0 M Ei ,, w N r W J ¢ U nV) z0 {Y J fL d CURB CUT PLANS =Irol= LOCATION MAP NOT TO SCALE JURISDICTIONS PROJECT LOCATED WITHIN CURRENT CITY OF CARMEL CORPORATE LIMITS PERIMETER STREETS AND R /W: CITY OF CARMEL: (317) 733 -2441 WATER: CITY OF CARMEL UTILITIES: (317) 733 -2855 STORM SEWER /DRAINAGE: CITY OF CARMEL: (317) 571 -2441 LEGAL DRAINS: HAMILTON COUNTY SURVEYOR'S OFFICE: (317) 773 -8495 SANITARY SEWERS: CITY OF CARMEL UTILITIES: (317) 571 -2645 THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. PROJECT REQUIREMENTS: CONSTRUCTION OF A CURB CUT AND TEMPORARY DRIVE TO THE EXISTING PARKING LOT FOR THE EXISTING FACILITY. THIS DRIVE AND CUT ARE REQUIRED DUE TO THE US -31 PROJECT ELIMINATING THE EXISTING ACCESS OFF OF OLD MERIDIAN. CURRENT ZONING : B -6 (BUSINESS DISTRICT) PROPOSED ZONING : B -6 (BUSINESS DISTRICT) NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT CARMEL, INDIANA PROJECT CONTACTS: ENGINEER: SURVEYOR: BILL BUTZ, P.E. JOHN HOOD, LS AMERICAN STRUCTUREPOINT, INC. AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION 7260 SHADELAND STATION INDIANAPOLIS, IN. 46526 INDIANAPOLIS, IN. 46256 (317) 547 -5580 (317) 547 -5580 bbutz@structurepoint.com Jhood®structurepoint.com DEVELOPER: WRC Real Estate Development, LLC 11939 North Meridian Street Carmel, Indiana 46032 NOTE: CONTRACTOR RESPONSIBLE FOR ALL BONDING AND PERMITTING THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER QUALITY ORDINANCES VICINITY MAP NOT TO SCALE PLANS PREPARED FOR: WRC Real Estate Development, LLC 11939 North Meridian Street Carmel, Indiana 46032 PLANS PREPARED BY: o■ AMERICAN 7260 SHADELAND STATION ■ ■ STRUCTUREPOINT TEL 317.5417.55 0 FAX 31 753 0270 ■ ■ INC. www.structurepoint.com INDEX DESCRIPTION SHEET No. TITLE SHEET C001 EXISTING TOPOGRAPHY /DEMOLITION PLAN C100 SITE PLAN C200 GRADING PLAN C300 EROSION CONTROL PLAN C400 EROSION CONTROL DETAILS C401 STORM WATER POLLUTION PREVENTION PLAN C402 SITE DETAILS C500 CITY OF CARMEL SPECIFICATIONS C600 317- 733 -2855 SANITARY CLAY TOWNSHIP REGIONAL WASTE RYAN HARTMAN HIV ■�o � -� CITY OF CARMEL ENGINEERING DEPT. GARY DUNCAN 317- 571 -2441 . �� iY. � r a M ERIDAN D Lei, MMI MEMO M• �S • • �fi� arc R ■t111�,�j� � \ � 1L' LOCATION MAP NOT TO SCALE JURISDICTIONS PROJECT LOCATED WITHIN CURRENT CITY OF CARMEL CORPORATE LIMITS PERIMETER STREETS AND R /W: CITY OF CARMEL: (317) 733 -2441 WATER: CITY OF CARMEL UTILITIES: (317) 733 -2855 STORM SEWER /DRAINAGE: CITY OF CARMEL: (317) 571 -2441 LEGAL DRAINS: HAMILTON COUNTY SURVEYOR'S OFFICE: (317) 773 -8495 SANITARY SEWERS: CITY OF CARMEL UTILITIES: (317) 571 -2645 THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. PROJECT REQUIREMENTS: CONSTRUCTION OF A CURB CUT AND TEMPORARY DRIVE TO THE EXISTING PARKING LOT FOR THE EXISTING FACILITY. THIS DRIVE AND CUT ARE REQUIRED DUE TO THE US -31 PROJECT ELIMINATING THE EXISTING ACCESS OFF OF OLD MERIDIAN. CURRENT ZONING : B -6 (BUSINESS DISTRICT) PROPOSED ZONING : B -6 (BUSINESS DISTRICT) NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT CARMEL, INDIANA PROJECT CONTACTS: ENGINEER: SURVEYOR: BILL BUTZ, P.E. JOHN HOOD, LS AMERICAN STRUCTUREPOINT, INC. AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION 7260 SHADELAND STATION INDIANAPOLIS, IN. 46526 INDIANAPOLIS, IN. 46256 (317) 547 -5580 (317) 547 -5580 bbutz@structurepoint.com Jhood®structurepoint.com DEVELOPER: WRC Real Estate Development, LLC 11939 North Meridian Street Carmel, Indiana 46032 NOTE: CONTRACTOR RESPONSIBLE FOR ALL BONDING AND PERMITTING THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER QUALITY ORDINANCES VICINITY MAP NOT TO SCALE PLANS PREPARED FOR: WRC Real Estate Development, LLC 11939 North Meridian Street Carmel, Indiana 46032 PLANS PREPARED BY: o■ AMERICAN 7260 SHADELAND STATION ■ ■ STRUCTUREPOINT TEL 317.5417.55 0 FAX 31 753 0270 ■ ■ INC. www.structurepoint.com INDEX DESCRIPTION SHEET No. TITLE SHEET C001 EXISTING TOPOGRAPHY /DEMOLITION PLAN C100 SITE PLAN C200 GRADING PLAN C300 EROSION CONTROL PLAN C400 EROSION CONTROL DETAILS C401 STORM WATER POLLUTION PREVENTION PLAN C402 SITE DETAILS C500 CITY OF CARMEL SPECIFICATIONS C600 317- 733 -2855 SANITARY CLAY TOWNSHIP REGIONAL WASTE RYAN HARTMAN 317 -844 -9200 STORM CITY OF CARMEL ENGINEERING DEPT. GARY DUNCAN 317- 571 -2441 PLAN DATE: 07/09/2013 UTILITY CONTACTS UTILITY COMPANY CONTACT PHONE NO. GAS VECTREN RANDY CRUTCHFIELD 317 -776 -5560 ELECTRIC DUKE ENERGY SHIRLEY HUNTER 317- 896 -6711 TELEPHONE AT &T STEVE KREBS 317 -544 -8683 WATER CARMEL UTILITIES PAUL PACE 317- 733 -2855 SANITARY CLAY TOWNSHIP REGIONAL WASTE RYAN HARTMAN 317 -844 -9200 STORM CITY OF CARMEL ENGINEERING DEPT. GARY DUNCAN 317- 571 -2441 IF IIITWILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT —OF —WAY. REV I DATE DESCRIPTION II I /1\ 1 7/22/13 1 PER CITY COMMENTS I .'� No. 5)'*�z STATE OF WILLIAM A. BUTZ JR., P.E. 7 , Z'1- cool JOB# 2013.00877 F 3 O a: c� 0 0 ro U 0 w U 00 0 D 0 W Z o_ D U W D c� Z 3 a 0 a, 0 M 0 w 0 Z X 0 M M M 0 n w a 00 N dd I 0 I 0 R! H W N w �Q Q� o(n Z_0 F J a_ a_ L CAUTION II THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND - NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT FLOODPLAIN STATEMENT THE SITE IS NOT LOCATED WITHIN ZONE X AS INDICATED ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO208F, DATED FEBRUARY 19, 2003. exist sanitary mh tr. 861.81 inv(e): 851.31 T=,=in v(sw): 851.35 Idir59.� � 3E tiC 0 O 1��0 � 'b Q)' `�`O� as halt parking) °'��� „ ( P parking) `�O (asphalt parking) ��0 X000 ( P P 9) cb0�0 as halt arkin „ `O fi, conc curb (6 conc curb) - . -- 6 conc curb `b �inv 860.34 h - - -- - �- -- - -- -- F� (grass) . o� ' 0 0 0q�_ - "-" - °` - - ------ - - - - -- NOl O gD 4> Y : _ - -- - - -- i 12 "c'� ' Y -�V- h rt. .-.r. :,� -rr-( - - - _ _ - (grass) 1 + exist curb i o nl et • ; ' �` tr. 854.73 160 /, �_ -- irrv(ej851.2��0 l / +V y _T YY ° i (woods) �o h� ° CO ��-------- - - - - -- 0 51 ' -------- - - - - -I h (grass) �Q ► ,' , ----- 859.21 i�/ 4`' �' q,`?� - - - - - +, VIIRC REAL'ESTATC' DEVELOPMENT + + �o (grass) ��,, o, 9± ME , r WARRANTY (g) �t 1 MANHOLE e �, o \` + ,� /DEED I� II ST #200400047225// i p� � I i BOTTOM OF CURB TC TOP OF CURB tK CONTOURS -� FLOW LINE I =` ELECTRIC MANHOLE 1 ' I CURB ELEVATIONS +0 + SPOT ELEVATIONS rr)� • ^j0 Cb / I i s_ l GAS MARKER / +g + , 852 92± ME 852.81 0 l BRACE POLE � a o a 0 `t` ,-1 Q inv. 854.77 g° 0 0 859.19 11 tll� Q cb. h tK �4r +o 1 853.41 +� BC 852.91 852.55 1 ` / u) �h + ��b + 852.30 0`'' \ O \\ �� 20" triple +1 +19D + ' .o (grass),.-, , _ 1 ��� ���' �' dev:8155.72 "`--------- ��7 - - -- `� °•���� °0 857.40 TC Lac- " +� �h ------- --------- - - - -- - - 850 - -- , '1 (grass) -- P�­� steps) ;(conc) D�O Lo (grass) 1 •� V ,1 `il µ ,1 1 -sty brick building (asphalt �Wrking) 4q�10 X47 +� Ln Lk °'� 4 I O� (grass) `4� 1 _ _- ,- .0� . 1 + A A A b. A ~l 11\tX i (woods) 11 1� 0 + Fcurb�e"'t e tr..63 inv(e):849.09 '1 -cc 1 �1 .1 direction only exist sanitary mh tr.855.47 inv(w): 845.97 inv(s): 845.49 $� II �ir rc I I P� _ _ ection only + \ j I I exist curb inlet tr. 854.73 JE inv(w):850.62 inv(s):847.04 inv(n):847.04 �- II U I 11 853.99± ME i l � II �¢s I 11C TC 854.00± ME BC 853.50± ME I IN or 11 II 853.52 0 II 853.23± ME I I W ro g 852.94± ME 853.52 12" rcp, � 4,"-exist curb inlet TC 853.16± MEJ I I tr: 852.66 BC 852.66± ME I I inv(n):845.04 5 �� + ���: i I inv(s): 845.01 II II I II 0, � � C��o -`I' (g) �t I� MANHOLE 1 ++ LEGEND MATCH EXISTING p� � BC BOTTOM OF CURB TC TOP OF CURB 000 CONTOURS -� FLOW LINE I =` ELECTRIC MANHOLE 1 ' I CURB ELEVATIONS +0 + SPOT ELEVATIONS 0 ;I =I -a- GAS MARKER E t o C M GAS VALVE 1-0 BRACE POLE -b- UTILITY POLE • TELEPHONE HANDHOLE Q ass) -a TELEPHONE PEDESTAL )I( i II DETECTOR HOUSING ® TRAFFIC MANHOLE TRAFFIC POLE TRAFFIC PEDESTAL WV wv. r, SPRINKLER VALVE QQ WATER WELL WATER METER wV � CONIFEROUS TREE 1 DECIDUOUS TREE 47ID�(L� �. + +. D ; : II I1 I II II I II exist curb inlet direction only ' tr.851.85 - = inv(n): 844.63 i 12" rcP v inv(s): 844.53 I L` inv(w):848.57 direction 1 only N 0' 30' 60- (g) DRAINAGE MANHOLE SCALE: 1"=30' MANHOLE PROPOSED GRADING M.E. LEGEND MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB 000 CONTOURS -� FLOW LINE TC 000.50 ELECTRIC MANHOLE BC 000.00 CURB ELEVATIONS 000.00 SPOT ELEVATIONS BENCH INFORMATION ('88 datum) BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 ". ELEV = 838.62 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT; ±30' EAST OF q PENNSYLVANIA STREET AND ±85' NORTH OF (� CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 52 RAILROAD SPIKE E. SIDE UTILITY POLE #068 -607; ±125' EAST OF US 31 EAST SHOULDER AND ±80' SOUTH OF q OLD MERIDIAN STREET. ELEV = 861.31 XISTING LEGE� 9 BEEHIVE INLET ® CURB INLET (g) DRAINAGE MANHOLE ® MANHOLE (- GUY WIRE ® MAILBOX • GUARD POST 0 RIGHT - -OF -WAY MARKER 0 SANITARY MANHOLE -� SIGN ® ELECTRIC MANHOLE ® ELECTRIC METER # LIGHT POLE POWER POLE 0 TRANSFORMER -a- GAS MARKER GV C M GAS VALVE 1-0 BRACE POLE -b- UTILITY POLE (9 TELEPHONE HANDHOLE Q TELEPHONE MANHOLE -a TELEPHONE PEDESTAL )I( TELEPHONE BOX ❑ DETECTOR HOUSING ® TRAFFIC MANHOLE TRAFFIC POLE TRAFFIC PEDESTAL FIRE HYDRANT SPRINKLER VALVE QQ WATER WELL WATER METER wV WATER VALVE CONIFEROUS TREE 'tee DECIDUOUS TREE GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL 'NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVA11ONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. 12. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 13. DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE IN THEIR BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND /OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE. 14. THIS LOT .DOES NOT LIE WITHIN FLOOD HAZARD ZONE 'X' & ZONE 'AE' AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAMILTON COUNTY, CITY OF CARMEL, COMMUNITY NUMBER 180057C. PANEL NUMBER 0208F• GATED FEBRUARY 19, 2003. ono Q 6 C4 c LO N � p (n . a v r- 2 Z Z M uj 2 o:1 LL v, =ate (n Q Lo p Z u? (o Q i. N ° - "t Fl- i M Lu i r U z Z- LU Z V U LU a� i i ■0000■ O STATE OF �4 .c�P__�� I ►� {_ \�o�e���ce� Z a J a Z ICID a BY I DATE: Z M z� a0 WAB oc 2013.00877 . J Z J as =a in V cc Z 0 J 3 Z J V C W 0 �Z a CIO V I DATE: W DRAWN BY: z� LU WAB oc 2013.00877 as 0 Z W J V 0 �Z CIO i r I DATE: 07/09/2013 DRAWN BY: JDZ CHK'D BY: WAB JOB NO. 2013.00877 REVISIONS Al CITY 7/22/13 i SHEET NO. C300 OF I♦ 201 Ir .dwg F 0 a: 0 w 0 0 U Sri 0 Id U ao 0 0 '2 0 i w V) z Q J a. U M o: V) c� z 3 fl r- 00 0 0 J U 0 z a o! 0 M M r M 0 0 U.1 M a 00 N cd LO 0 i 0 0 wN t- a 0 r) o �w N, Cq ww Qa p U zo L i r0� ° ono von o a o � �<-D h O (asphalt parking �, o O ° (asphalt parking) o• d+i + �• ,1 � �� " (asphalt parking) "�� " ( P P 9) `b O "conc curb _ __ off. �mv:860.34 6.,conc curb 6 conc curb 6 C� 4> - - - - - -- - - - - - o Q ® �o`i O �• �o �° O� `O�` ------- ---- - - - - -- h 0 " 1 direction only exist sanitary mh - `.� (grass) _ _ �o" -- 6 . tr.861.81 o ��' �' r '` = `� - -_ __- J- °'o exist sanitary mh inv(e): 851.31 �;� 1 _^ - - - - _ _ _ _ 12 "ct Y �r _Y Y11� ='P `Y�' tr. 855.47 _ _ - - _ _ - - _� - - - - - - ��, inv(w): 845.97 inv(sw): 851.35 - - 7- -'- �� t t rass 1 + (9 ) 1 + � I I I II N inv(s): 845.49 • ° exist curb inlet \ V rcpt- - l�direction only Idirectio only Inv: 859.85 � � �+ � � � - - - - - i �`L? I I I exist curb inlet (woods) o t tr. 854.73 ° �h r 2 w s o �o • �, � 3fi" o� --------------- ,_ %�' +� x; �'`� o° o� I inv(w): 850.62 `P �/ h� °� s in v(s): 847.04 E K9 777 (grass) GQ IX h0 0 inv: 854.77 Q \\ + + \\ `' - - -- ------ - _ o 'h am (grass) Alr� (grass) 00 oo �° q� 1 -sty brick building (grass) O 20" triple -F +�`°� ��,� 8" (grass)--, ; _ --- - - - - -- 85 -7 - - - - -- ; O• �o- ' o v- 8 R5 72 tK sA�o'f P� . Rh" <tij5 A A 19j , + 4D o steps) ,conc) \, .OD (asphalt ,�qrk ng) o, ti +� O Arb h , + n°1 ' -----I - - - - -- -+ MANHOLE inv(n): 847.04 c o II ° r II ® MAILBOX • GUARD POST .J RIGHT -OF -WAY MARKER SQ .'ESTATE DEVELOPMENT -� II Q ELECTRIC MANHOLE ARRANTY ,DEED ELECTRIC METER LIGHT POLE b #200440047225 o 16- 11 __V_ GAS MARKER GV 0 N GAS VALVE 1-0 BRACE POLE •b- UTILITY POLE ® +0 VD TQ TELEPHONE MANHOLE o TELEPHONE PEDESTAL M TELEPHONE BOX o cc N ® Ila- {� TRAFFIC POLE fill TRAFFIC PEDESTAL I 11. ®: fA SF CONCRETE WASHOUT DUMPSTER CNI PORT -O -LET NOI POSTING A A` A A -A A 5� SF +�l BENCH INFORMATION ('88 datum) BM 839 BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 ". ELEV = 838.62 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT; ±30' EAST OF li- PENNSYLVANIA STREET AND ±85' NORTH OF q CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 52 RAILROAD SPIKE E. SIDE UTILITY POLE #068 -607; ±125' EAST OF US 31 EAST SHOULDER AND ±80' SOUTH OF q OLD MERIDIAN STREET. ELEV = 861.31 CAUTION Il THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT FLOODPLAIN STATEMENT THE SITE IS NOT LOCATED WITHIN ZONE X AS INDICATED ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO208F, DATED FEBRUARY 19, 2003. 0' -r 30' 80' SCALE: l " =30' EXISTING LEGEND BEEHIVE INLET ® CURB INLET i IIN MANHOLE ® ° I- II ® MAILBOX • GUARD POST .J RIGHT -OF -WAY MARKER SQ SANITARY MANHOLE -� II Q ELECTRIC MANHOLE E ELECTRIC METER LIGHT POLE b v o 16- 11 __V_ GAS MARKER GV 0 N GAS VALVE 1-0 BRACE POLE •b- UTILITY POLE ® +0 VD TQ TELEPHONE MANHOLE -- TELEPHONE PEDESTAL M TELEPHONE BOX o DETECTOR HOUSING ® TRAFFIC MANHOLE {� TRAFFIC POLE �- TRAFFIC PEDESTAL FIRE HYDRANT 1` SPRINKLER VALVE Q 12" --� - wV 1 rcp CONIFEROUS TREE I 11 exist curb inlet tr: 852.66 PROPOSED EROSION CONTROL LEGEND. inv(n): 845.04 inv(w):848.61 CATCH ALL INLET R inv(s)- $45..01 Iffm EROSION CONTROL BLANKET M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC 1 TC TOP OF CURB 000 CONTOURS II 4 II CURB ELEVATIONS 000.00 SPOT ELEVATIONS II O Cv II �1 + +� � ° �� I I U ��, �� I la I+1b + 11 N l t� ass) II WV WV V A An +� +� ry I II o I II II 1I I II direction only j II I exist curb inlet tr. 851.85 `, - = inv(n): 844.63 i 12" rcp v inv(s): 844.53 I � ' directions only�N 1 I I I I I I I I I I inv(w):848.57 BENCH INFORMATION ('88 datum) BM 839 BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 ". ELEV = 838.62 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT; ±30' EAST OF li- PENNSYLVANIA STREET AND ±85' NORTH OF q CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 52 RAILROAD SPIKE E. SIDE UTILITY POLE #068 -607; ±125' EAST OF US 31 EAST SHOULDER AND ±80' SOUTH OF q OLD MERIDIAN STREET. ELEV = 861.31 CAUTION Il THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT FLOODPLAIN STATEMENT THE SITE IS NOT LOCATED WITHIN ZONE X AS INDICATED ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO208F, DATED FEBRUARY 19, 2003. 0' -r 30' 80' SCALE: l " =30' EXISTING LEGEND BEEHIVE INLET ® CURB INLET QDRAINAGE MANHOLE ® MANHOLE I- GUY WIRE ® MAILBOX • GUARD POST .J RIGHT -OF -WAY MARKER SQ SANITARY MANHOLE -� SIGN Q ELECTRIC MANHOLE E ELECTRIC METER LIGHT POLE b POWER POLE 0 TRANSFORMER __V_ GAS MARKER GV 0 N GAS VALVE 1-0 BRACE POLE •b- UTILITY POLE ® TELEPHONE HANDHOLE TQ TELEPHONE MANHOLE -- TELEPHONE PEDESTAL M TELEPHONE BOX o DETECTOR HOUSING ® TRAFFIC MANHOLE {� TRAFFIC POLE �- TRAFFIC PEDESTAL FIRE HYDRANT 1` SPRINKLER VALVE Q WATER WELL ® WATER METER wV WATER VALVE CONIFEROUS TREE DECIDUOUS TREE PROPOSED EROSION CONTROL LEGEND. ■ SF ■ SILT FENCE CATCH ALL INLET R PROTECTION Iffm EROSION CONTROL BLANKET M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB 000 CONTOURS FLOW LINE TC 000.50 BC 000.00 CURB ELEVATIONS 000.00 SPOT ELEVATIONS EROSION CONTROL NOTES 1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND UNUSED BUILDING MATERIALS IS REQUIRED. 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE BE COLLECTED AND RE- DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED 014 SITE. 11. THIS LOT DOES NOT LIE WITHIN FLOOD HAZARD ZONE 'AE' AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAMILTON COUNTY, CITY OF CARMEL, COMMUNITY NUMBER 18057C, PANEL NUMBER 0208F. DATED FEBRUARY 19, 2003. 12. SCHEDULE OF EARTHWORK ACTIVITIES: a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. z�oE O A, Fa- 6 6 i_ U)NIn d Z Z M 7 WSQ� 2 a _j j <0 cn < Lo cooQ� CN M J W U z z- I= W IM I z v U w ch ■■E■ i ■ ■OMEN ylr N0. -o g PEI qv, 45 a STATE OF jOAL_�E�'�� 7'' N CERTIFIED BY i II J O z O z O e� O W DATE: Z Co zW QO WAB Q 2013.00877 V W .J Z' J Q Q =a z CC O J � z W (� 0 W Cq v r DATE: W DRAWN BY. zW CHK'D BY. WAB Q 2013.00877 J azz t� Q Q Z Ww J � = W (� Q O v z M r DATE: 07/09/2013 DRAWN BY. JDZ CHK'D BY. WAB JOB NO. 2013.00877 REVISIONS 1 CITY 7/22/13 i I I SHEET NO. C400 CE.05.C400.ECP.dwa i L n 0 V) 0 0 00 0 Ll i U co 0 0 r2 0 w N z a J 0 m Q: V) 0 Z Q Of 0 n r 00 0 M 0 w LL 0 Z Q O m m r m a fl W a N a0 I 0 0 v 0 N Q 0 N 1\ �w J Qa U Z 1-- Z_ 0 w- J a_ I2 24' 24" 3" TOP SOIL 6' 18 3' TOP SOIL 6 18^ 2 "RADIUS 1 R 2"RADIUS \) CLASS A r .:.••. :; '� ..: CONCRETE'` :.`,+• � � '� � • co ••. . CONCRETE '' _ C7 COMPACTED ' �' '.:. COMPACTED • r BACKFILL BACKFILL APAPPAPPAP o, Z USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS COMBINED CURB AND GUT TER TYPE 11 -C m.� -i NO SCALE �C7 --r' NOTES: INTEGRAL CURB NTH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE m CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2' Cn DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE O z SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS I g o z 0 C-) n. GUTTER- - O 30' 30' MAX Z 2013.00877 1/4" rn O 1/2' PREFORMED JOINT FILLER 24' 3" TOP SOILS -• .A lz:) m 6" 18" e rC D = 45' Q F ~ Z W CD • SLOPE TO MATCH ADJACENT CURB NO SCALE z CONCRETE-PAVEJ�IENT •: •• �' `' • NOTES: ,.. • !, 4 A , : LASS � BITUMINOUS PAVEMENT USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB TZ • �... + 0) ;:a Dr--- CONCRETE DRIVE AND /OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8" AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE. CD m 3 -#4 EPDXY COATED BARS I ::�E D PLACED AT 6' C. ON C. ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. CLASS "A" n p PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK /PATH LOCATION. COMPACTED SUBGRADE 6- I`- - CONCRETE DRIVE WITH m COMBINED DEPRESSED CURB AND GUTTER NOTES: :j". h NO NO SCALE STRAIGHT CONCRETE CURB 2-1 COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, Q INCLUDING SIDES, WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SUP FORMING. o -�I DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE M ui CONTROL JOINTS EVERY 5 MAXIMUM ON RADII OTHERWISE EVERY 10 MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50' USE 6" MINIMUM THICKNESS CONCRETE FOR RESIDENTUAL DRIVES USE 8' MINIMUM THICK CONCRETE FOR COMMERCIAL DRIVES O D Z CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" :* 0 FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4', BACK OF CURB 12 314" tD * ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2', BACK OF CURB 13 1/2' WATER HIGH PIA F f•!E) P. FENCE POST HK:H VISABILTIY FENCEC MESH NO_ TE: AVOIDING DAMAGE DURING CONSTRUCTION THE SUREST WAY TO PROTECT TREES THAT ARE TO BE SAVED IS T0: (1) WORK WITH THE BUILDER TO LOCATE AND MARK WfTH FLAGGING AND /OR SIGNS ALL CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS. AND AREAS FOR STORAGE OF BUILDING MATERIALS, GRAVEL AND SOIL, (2) WORK WITH THE UTILITY CONTRACTORS TO STAKE OUT THE EXACT LOCATION OF TRENCHES. AND (3) ERECT PHYSICAL BARRIERS AROUND ALL "SAVED" TREES OR, BETTER YET. AROUND GROUPS OF TREES. NEAR THE CONSTRUCTION ACnVITY. BARRIERS THAT EXTEND BEYOND THE DRIPLINE PROTECT TREES DURING CONSTRUCTION. TREE PRESERVATION DETAIL (NO SCALE) 8" CONCRETE PAVEMENT 6X6- W2.9XW2.9 W.W.F. �:6" COMPACTED AGGREGATE BASE NOT TO SCALE TACK COAT - -I HMA SURFACE 9.5mm HMA INTERMEDIATE 19.Omm CURRENT 1NDOT SPECIMCATICNVS NO. 53 STONE CONTRACTOR TO ENSURE COMPLIANCE WITH NO. 2 STONE GEOTECHNICAL ENGINEERING RECOMMENDATIONS PACTED do WELL DRAINED SUBGRADE COMPACTED TO 95% LIGHT DUTY ASPHALT Dl 57DRY DENSITY PER ASTM PAVEMENT SECTION NOT TO SCALE CURB C7 n. GUTTER- - 6" 30' 30' MAX 30' 2013.00877 1/4" C� O CURB &GUTTER 3" TOP SOILS -• .A lz:) T— PER DETAIL 10 -19 e rC D = F ~ Z W CD COMPACTED BACKFILL NO SCALE z _ NOTES: cq nr � BITUMINOUS PAVEMENT USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB TZ 0) ;:a Dr--- CONCRETE DRIVE AND /OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8" AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE. CD >. z I ::�E D ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. CLASS "A" n PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK /PATH LOCATION. 6- CONCRETE ;;o MINIMUM m h STRAIGHT CONCRETE CURB NO SCALE o ]� NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5 MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM O D Z D NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE :zj ;u SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECTS CURB C7 n. GUTTER- - Q 30' 30' MAX 30' 2013.00877 c/) FT1 C� O CURB &GUTTER D CURB & GUTTER lz:) T— PER DETAIL 10 -19 e rC D = F ~ m v rTT MEASURED AT PROPERTY LINE RADIUS 30' MAX I RADIUS 90' 71/2- 30' MAX MEASURED AT PROPERTY LINE . � ,CONCRETE• •' N M ADA RAMP (AS APPLICABLE) SIDEWALK PER DETAIL 10 -14 DRIVE SIDEWALK PER DETAIL 10 -14 a. 30' RADIUS CURB PER CITY ORDINANCE 0 I V) w 0 i CV (/-) Z�: N co zW 30' 30' MAX 30' 2013.00877 c/) FT1 O W CURB &GUTTER RADIUS RADIUS DEPRESSED CURB CURB & GUTTER lz:) z PER DETAIL 10 -19 e V = COMMERCIAL DRI VEWA YS ~ Z W CD NO SCALE z Q NOTES: W 2 � 0 USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB TZ 0) ;:a Dr--- CONCRETE DRIVE AND /OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8" AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE. CD >. z I ::�E D ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. C 0 = ;:u PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK /PATH LOCATION. D U Q CO CO C N (n� p o�� o I Zz"' g- �' oLn LL QD ai¢L o Z Lo co Q z_In T i co I J W i z Z z W Z� av w a ■■N■ ■oommm N®. ,� s WEI050604)5" © STATE OF s OVAL 'IF CERTIFIED BY J W 0 W t1� Z N co zW CHK'D BY: O JOB NO. 2013.00877 V W z J e V = V ~ Z W Q �0U z Q v) W 2 0 TZ t1� w i I zW CHK'D BY: WAB JOB NO. 2013.00877 azz Q V � W m W �0U Q cill 0) r r DATE: 07/09/2013 DRAWN BY: JDZ CHK'D BY: WAB JOB NO. 2013.00877 REVISIONS 1 CITY 7/22/13 ! SHEET NO. i C500' OF