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HomeMy WebLinkAbout07050002.08 C400 Site Utility PlanTC= 825.83' IE 15" VCP (N.)= 817.31' ti Doti TC= 827.26' IE 8" VCP (E.)= 818.27' IE 15" VCP (S.)= 817.31' y IE 12" RCP (N.) =8 IE PIPE (UNKOWN SIZE & TYPE) (W.) =813' IE 18" RCP (E.)= 818.66' IE 12" RCP (S.)= 823.88' - SQ-- -'- EXISTING SANITARY SEWER IE 18" RCP (W.)= 818.86' IE 6" VCP (N.E.)= 823.87' r 2�o SLOW FLOW TO THE WEST W - ,,PIPES ARE HALF FULL OF HARD SEDIMENT VII i i i i i APPROXIMATE LOCATION OF 2" GAS LINE I PROXIMATE LOCATION OF 10" WATER LINE I ST ONE �I ,I - I _ I� :E I F RI II i I I fTl DID NOT LOCATE END OF PIPE I TC= 826.23' - -G -f -G IE 15" VCP (N.)= 817.54' E-+ 1 r, IE 15" VCP (S.)= 817.59' C/) I IE 10" PVC (W.)= 819.81' I w( � m r; F II/ --- W2fo LLJ � � I �I I Z I W �• J 1 ¢ i I I 7 � (T1 TC= 827.26' IE 15" VCP (iv.)= 818.06' IE 15" VCP (E.)= 818.12' IE 15" VCP (S.)= 818.38' J r I i �I TC= 826.03' 1 IE 36" RCP (N.)= 813.88' I IE 18" RCP (E.)= 816.66' IE 8" VCP (S.)= 822.55' IE 30" RCP (S.)= 813.88' IE 18" RCP (W.)= 814.18' TC= 827.53' IE 12" RCP (N.)= 824.08' TC= 827.42' CUT i N CONNECTION TO EX'TG TC= 828.50' IE �2" RCP (S.) 23"TER MAIN W/12-X6- IE 15" RCP (E.)= 819.80' o TAPPING SADDLE & VALVE IE 4" PVC (W.)= 824.93' gL APP OXIMATE LOCATION OF 12" WATER LINE IE 18" RCP (W.)= 819.80' IE 8° VCP (S.)= 822.7'± 2 ST STREET SOUTHWEST IE 8" VCP (W�M22\* 0 - IE 6" VCP - ± W W W- - - - - - - - - - - - ) W W W W • � W W 2 ASPHALT PAVEMENT 2„ GAS LINE Qj� -i - G - °� �� <; -T - -T�'� �u:�T �,- _.x�T, >- -T.- - -T - -T - -T SIGN CONSTRUCTION OMIT LINE s FOR SITE WORK UNDER SEPARATE CONTRACT ? tI ( 2 r PORCH M r i I It � BUILDING 2O ASPHALT PARKING AREA ��'`� GRASS f (b GRASS \ gy2�2 6" ;FIRE PROTE ION - s4 .fir.:.- _F -:� -;x w__w�V RIFY WITH FI E cg; PROTECTION INSULLER) _._.._.� ._._.._... _, _....__ . _.� o - 2 - CONSTRUCTION LIMIT LINE FOR SITE WORK UNDER SEPARATE CONTRAC -.6" :PVC °SANITARY �_jl f - LAS RAL,@ 1:00 `LOPE SANITARY CLEANOUT PER DETAIL 01/C701- INV. 822.50 SANITARY MANHOLE W /DROP•JS PER DETAILS 17 & 19/C701 INV. IN (6" E) 821.74 INV. (EX'TG 15 ") 817.43 CALC. SANITARY CLEANOUT S PER DETAIL 01/C701 � f INV. 825.50 �o ii wl ? 25 i' s ,t ! SANITARY CLEANOUT O PER DETAIL 01/C701 INV. 823.49 / ( 6" FIRE PROTECTION - (VERIFY WITH FIRE PROTECTION INSTALLER) SO f T %. li'�� I T -T t. 0 46 L.F. 6" PVC SANITARYO LATERAL 0 1.00% SLOPE (0 0 C ' 50 L.F. 6" PVC SANITARY LITERAL ® 1.00% SLOPE VU 1 LATE AL ©1.00 SLOP P SANITARY CLEANOUP PER DETAIL 01/C70 INV. 824.44 POST INDICATOR VALVEUS 2 f 4 s i I I I II STONE r'`�� % APPROXIMATE LOCATION OF 2" GAS LINE - m APPROXIMATE LOCATION OF 12" WATER LINE 2 ��. i , ;a SS y ASS N, (b C N..- _ - - �Z�� ASPHALfi 'DF IVE 4'2 1'2 n' GARAGE , �2° GARAGE 1 -STORY BRICK BLDG. fl f I i 11 o II 0 ij i; { f } TC= 826.43' IE 30" RCP (N.)= 815.65' IE 18" RCP (E.)= 818.24' IE 18" RCP (W.)= 817.86' t SITE UTILITY PLAN SCALE: 1" = 30' T.B.M. #1 - ELEV.= 828.88 I M z� U f# \' c1ll jl 0) Q) 2 I ti Doti - -G - -G - -G - �u L TC= 829.25' y S t. �2f I. i oo IE 8" VCP (N.)= 823.70' 0) Q) 2 I EXISTING WATER MAIN - -G - -G - -G - �u L TC= 829.25' y S -E - -E- i oo IE 8" VCP (N.)= 823.70' - SQ-- -'- EXISTING SANITARY SEWER -• -• �E, =- == = - = =�= IE 6" VCP (N.E.)= 823.87' a NEW WATER SERVICE (SEPARATE CONTRACT) W - ,,PIPES ARE HALF FULL OF HARD SEDIMENT VII Q-3 ___ ., r- -_ �_- - :- _ - -.•. NEW SANITARY LATERAL (SEPARATE CONTRACT) NEW SANITARY LATERAL z Cb����. NEW STORM SEWER (SEE DRAWING C300) - NEW STORM FORCE MAIN (SEPARATE CONTRACT) ;f gyp, �b 2 �o� II ( I � E en z TC= 830.38' IE 8" VCP (N.) =820 81 IE 18" VCP (E.)= 822.54' IE 10" VCP (S.)= 821.11' IE 24" VCP (W.)= 819.68' 0' 15' 30' 60' SCALE: 1' = 30' g -TC= 829.57' IE 8" VCP (S.)= 822.04' I I IE 8" VCP (N.W.)= 823.45' j ? 2 1 �l o CUT IN CONNECTION TO " EXISTING WATER MAIN W/12 X6 TAPPING SADDLE & VALVE NEW FIRE HYDRANT NORTH �r3 LEGEND - -w- -w- -w- EXISTING WATER MAIN - -G - -G - -G - EXISTING GAS MAIN - -T - -T - -T - EXISTING UNDERGROUND TELEPHONE -E - -E- EXISTING OVERHEAD ELECTRIC - SQ-- -'- EXISTING SANITARY SEWER -• -• �E, =- == = - = =�= EXISTING STORM SEWER NEW WATER SERVICE (SEPARATE CONTRACT) W - NEW WATER SERVICE VII NEW FIRE HYDRANT W /VALVE ___ ., r- -_ �_- - :- _ - -.•. NEW SANITARY LATERAL (SEPARATE CONTRACT) NEW SANITARY LATERAL _- ___, .._., __.._, .. _. NEW STORM SEWER (SEPARATE CONTRACT) NEW STORM SEWER (SEE DRAWING C300) - NEW STORM FORCE MAIN (SEPARATE CONTRACT) UTILITY GENERAL NOTES: 1 • IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 2. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. 3. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR N EXCAVATING IN AND AROUND EXISTING T CARE WHE XCA NG U ILITY EQUIPMENT. ACTUAL FIELD LOCATIONS LINES AND NS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAVVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY OR IMMEDIATELY WHEN REQUESTED TO DO SO BY THE CITY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 11. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL. WITHIN THE RIGHT -OF -WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 12. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. 13. ALL UTILITY WORK SHALL CONFORM WITH THE CITY OF CARMEL'S UTILITY STANDARD DETAILS O UTILITY PLAN KEY NOTES SO WORK UNDER SEPARATE CONTRACT. 10 GAS METER LOCATION 20 LIGHT POLE LOCATION. SEE "E" SERIES DRAWINGS. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA IVY Developer: Carmel Redevelopment Commission 111 West Main Street Carmel, Indiana 46032 317.571 -2787 (ARTS) Engineers: CSO SCHENKEL SHULTZ 20 EW %m 8cwy 8otb=0, LNUMs..,aa. IN 4040 T 317.848.7800 F 317370.0937 wwv.rW-t WO�Gt PARCEL 67 STREETSCAPE /STREET INDIANA DESIGN CENTER - P12 200 SOUTH RANGE LINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. - Drawing Title: SITE UTILITY PLAN Revisions: Issue Date Drawn By Checked By 3/5/07 KM GS Certified By: Drawing Number: 0400 Project Number: 26236