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HomeMy WebLinkAbout06070008.31i 1 y s L AS - y F _ L W VAi UL I� 7( t V W o I (A - �� a v - - i W 1 WI C L v 1 - WI - y LO J -{ U I Y N o � 1 `-'" � � � Q SIFF - CO 0 V J W v1,�1� � 1e r co Z _ W�¢ �1 00 L LO / .y ILI] . 1 ti -T- 1 r - ,. CONSTRUCTION UWTS I1I j V � I Lu r� INITIAL PUMP SETUP SCHEDULE GUIDELINES i I I� I 1. CONTRACTOR TO EXCAVATE THE LOCATION WHERE THE NEW OUTLET CONTROL STRUCTURE WILL BE PLACED, 2. CONTRACTOR TO CREATE A TEMPORARY DAM, IF NEEDED, AROUND THE NEW OUTLET CONTROL STRUCTRE LOCATION. 3. PLUG THE EXISTING POUND OUTLET END SECTION. 4. INSTALL NEW OUTLET CONTROL STRUCTURE. 5. PLUG THE INLETS OF THE NEW OUTLET CONTROL STRUCTURE. 6. INSTALL A TEMPORARY INLET INSERT INTO THE GRATE INLET OF THE NEW OUTLET CONTROL STRUCTURE, INLET INSERT MUST BE RATED TO TREAT THE MAXIMUM FLOW RATE THAT THE CONTRACTOR'S PUMP IS CAPABLE OF PRODUCING. 7. COMMENCE WITH DE- WATERING OF THE POND. B. CONTRACTOR IS TO FREQUENTLY INSPECT THE INLET INSERT EACH DAY. CONTRACTOR TO REPAIR AND /OR REPLACE INLET INSERT AS NEEDED DUE TO DE- WATERING OF THE POND. 9. CONTRACTOR IS TO MOVE THE LOCATION OF PUMP INTAKE AS NEEDED DURING DE- WATERING. 10. CONTRACTOR IS TO FOLLOW ALL REGULATIONS, RESTRICTIONS, AND SPECIFICATIONS THAT THE CITY OF CARMEL DEPARTMENT OF ENGINEERING PLACES ON THE OE- WATERING PROCEDURES. 11. CONTRACTOR IS TO MAINTAIN A DE- WATERED POND UNTIL THE POND RE- CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND ALL TEMPORARY EROSION CONTROL MEASURES FOR THE POND HAVE BEEN INSTALLED. CONSTRUCTION LIMITS APPROX. PROPERTY -LINE - 320' OF 4" SUBSURFACE DRAIN. INLINE YARD DRAINS MAYBE NEEDED TO BE INSTALLED; IF REQUIRED BY`� CITY INSPECTOR TO DRAIN OFFSITE S`. ,., -- "w LOW AREAS TO THE NORTH. CONSTRUCTION LIMITS L1 :" `' 4t r TEMPORARY HORSE SHOE DAM- (c, PRELIMINARY /CONSTRUCTION STORMWATER POLLUTION PREVENTION SCHEDULE 1. CLOSE THE MULTI -USE PATH FOR DURATION OF ENTIRE PROJECT, 2, UNCOVER AND RAISE CASTING OF JUNCTION STORM STRUCTURE IN MULTI -USE PATH, APPROXIMATE LOCATION SHOWN IN PLANS PER ORAWINGS PROVIDED TO DeBoy LAND DEVELOPMENT SERVICES BY THE OWNER /DEVELOPER OF SITE. 3. START THE DE- WATERING ACTIVITIES AS OUTLINED IN INITIAL PUMP SETUP SCHEDULE GUIDELINES AND DEMOLISHING ACTIVITIES AS OUTLINED ON SHEET C1.0, MAINTIAN ACCESS TO NORTH ADJOINING PROPERTY AT ALL TIMES DURING ALL CONSTRUCTION ACTIVITIES. 4. CONSTRUCT THE TEMPORARY ACCESS DRIVE TO THE NORTH ADJOINER WHILE THE POND IS BEING DE- WATERED. 5. AFTER THE POND HAS BEEN DE- WATERED, COMMENCE WITH MASS EARTHWORK. BUILD THE PORTION OF THE SITE THAT IS ON THE EAST SIDE OF THE ACCESS DRIVE FIRST, 6. INSTALL STORM SEWERS AND OTHER UTILITIES AND INSTALL THE TEMPORARY EROSION CONTROL /BMP DEVICES AS INSTALLING INFRASTRUCTURE FOR THE SITE. 7. TEMPORARILY SEED ANY AREAS NOT GOING TO BE DISTURBED FOR MORE THAN 15 DAYS. 8. AFTER POND RECONSTRUCTION HAS BEEN COMPLETED: 8.1. INSTALL TEMPORARY POND EROSION CONTROL MEASURES. 8.2. REMOVE ALL TEMPORARY HORSE SHOE DAMS. 8.3. INSTALL ALL PERMANENET RIPRAP /SPILLWAYS 8.4. REMOVE PLUGS FROM INLETS OF NEW OUTLET CONTROL STRUCTURE FOR THE POND. 7 ACCELERATION H.C. HANDICAP r Amy lv� LQd, jI U1 y o Ib Of Q' V I< O 1 1 rS Iff NOTICE, PERMITS AND NOTES SPOT ELEVATION © PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x��b DRAWN: CLH /RCB CHECKED BY: MILD ALT ALTERNATE ID INSIDE DIA 831 CONTOUR (MAJOR) FO FIBER OPTICS iog APPROXIMATELY INV INVERT M IN j CONTOUR (MINOR) G GAS ARCH ARCHITECTURAL y j I Lj AREA LIGHT 1 E ELECTRIC r � f rv� - ` rl. 4 : -- ,I Z MAXIMUM TEMPORARY, HORSE SHOE DAM ;IA AREA LIGHT 2 T TELEPHONE BLDG z 0 MECH i CALL TOLL FREE N z = -1 , li 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND p 0 UTILITY POLE W WATER I 12 I : M.E.G. - I TEMPORARY STORMWATER POLLUTION CIP CAST IN PLACE MIN MINIMUM E- 17 SAN SANITARY SEWER CL A I I I I i I i 'i i I i CMU ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES SPOT ELEVATION © PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x��b DRAWN: CLH /RCB CHECKED BY: MILD ALT ALTERNATE ID INSIDE DIA 831 CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT .......... 831 CONTOUR (MINOR) G GAS ARCH ARCHITECTURAL M. H, MANHOLE D- AREA LIGHT 1 E ELECTRIC BEG BEGINNING MAX MAXIMUM 0­0 AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL CALL TOLL FREE PROJECTNO.: 2006 -0065 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE TEMPORARY STORMWATER POLLUTION CIP CAST IN PLACE MIN MINIMUM E- GUY ANCHOR SAN SANITARY SEWER CL CENTERLINE N/A NOT APPLICABLE D TELEPHONE M.H. STM STORM SEWER CMU CONC MASONRY UNIT O.C. ON CENTER Fi TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA 19 TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR wv WATER VALVE 0/H OVERHEAD C.O. CLEAN OUT P.O.B. POINT OF BEG CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS OF L SCALE: 1" = 30' FIRE HYDRANT oCONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION DEMO DEMOLITION PVMT PAVEMENT a' DECIDUOUS TREE ® DRAINAGE M.H. DIA DIAMETER R RADIUS 6, EVERGREEN TREE c$1 SANITARY M.H. DS DOWNSPOUT REF REFERENCE NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL BUSH ® CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE 15 ROUND INLET (24" TYP) PLOTTED BY: R.C. 6ERC {R PIPE BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE ELEC. ELECTRICAL REQD REQUIRED --r- SIGN ® SQUARE INLET (24' TYP) EQ EQUAL DISTANCE ROW RIGHT OF WAY SPECIFICATIONS. O TRAFFIC SIGNAL POLE e CLEAN OUT EX. EXISTING SAN SANITARY EJ EXPANSION JOINT ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE DOOR Oti FLAG POLE SPECS SPECIFICATIONS FFE FlNISH FLOOR ELEV m SQ SQUARE FT FOOT EXISTING BOUNDARY INFORMATION GUTTER FLOWLINE ELEV STA STATION WAS PROVIDED BY WEIHE ENGINEERS w STORM STORM SEWER INC. DATED: 04 -25 -1990. w HT HEIGHT TYP TYPICAL a HOPE HIGH DENSITY --- -- -- -- �w O� rb N� ! _l$ 1.4 ' ga *' vw M� I� 4 N w 0 POLYETHYLENE VIF VERIFY IN FIELD SITE EROSION CONTROL LEGEND ,,.����aN��0Y.;I,�ti�� -,, ��l • •' Lo ••,' /� ''II Lj- SF EROSION CONTROL FENCE ~ : ��� M C) Q N O 1' Q; Q � W RIPRAP in Z O Q LEI �:' c> .� TEMPORARY SEEDING WHEN NECESSARY PER RULE 5 jQj " "O•P``��`� CONSTRUCTION ENTRANCE DATE DESCRIPTION F1 INLET PROTECTION 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW CONCRETE WASHOUT AREA 10 -06 -08 CITY REVIEW HORSE SHOE RIPRAP (SEE SHEET C10.2) TEMPORARY ASPHALT DRIVE ACCESS TO NORTH ADJOINEER W EROSION CONTROL NOTES U LL 1. SEE SHEET "C10.0" FOR SITE DETAILS. Z z QZ. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. o O W 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. 4. MAXIMUM LAWN SLOPE IS 3:1. � U 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE < z LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN z O ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY 3: COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. O W 6. ALL STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO RECEIVE INLET PROTECTION. w 7. CONTRACTOR SHALL OBTAIN A RIGHT -OF -WAY PERMIT PRIOR TO THE BEGIN OF CONSTRUCTION. ) LI"L � z 8. TEMPORARY ACCESS DRIVE SHALL BE BUILT TO THE TYPICAL PAVEMENT SECTION EXCLUDING THE FINAL �/ / O SURFACE COAT UNTIL SUCH TIME THAT THE ENTIRE SITE WILL HAVE THE FINAL COAT INSTALLED. v ♦ W DAILY ACTIVITIES DURING CONSTRUCTION 1. SWEEP THE ACCESS DRIVE TO THE NORTH ADJOINER FREQUENTLY TO PREVENT DEBRIS BUILD UP ON THE TEMPORARY ACCESS DRIVE. 2. CONSTRUCTION ACTIVITIES WILL TAKE PLACE SO IT WILL NOT IMPEDE THE FLOW OF TRAFFIC DURING PEAK ARRIVALS AND DEPARTURES OF THE NORTH ADJOINER. 3. CONTRACTOR SHALL FREQUENTLY INSPECT ALL CONSTRUCTION EROSION CONTROL AND BMP'S; REPAIR AND /OR REPLACE AS NEEDED. DETAIL SPECIFICATIONS ORDER OF PREFERENCE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. WCr Q �-> LL Q J w w O 0. >- R ct Z 0. a. W Q z 0 O O O p 0 O z 0 G 0 z W J �O HOLEY MOLEY SAYS z W "DIG SAFELY" 0 CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED: BAW APPROVED: CRP 1 CONTRACTOR SPOA IBLE FOR OBTAITHE "IT'S THE LAW" DRAWN: CLH /RCB CHECKED BY: MILD ALL PERMS AND APPROVALS RESPECTIVE CITHAT COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 06 -30 -06 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT 1- 800- 382 -5544 LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION. CALL TOLL FREE PROJECTNO.: 2006 -0065 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, TEMPORARY STORMWATER POLLUTION PRIOR STARTING ANY CONSTRUCTION. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN PER INDIANA C60 NORTH COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. STATE LAW IC8 -1 -26. ■ 5. ALL CONTRACTORS SHALL RESPONSIBLE FOR OBTAINING THE MOST AGAINST THE LAW TO EXCAVATE PREVENTION PLAN UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING W H WITHOUT NOTIFYING THE UNDERGROUND n CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS OF L SCALE: 1" = 30' 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. DWG C .0 ST RMWAT06 -0065 I 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS DWG Cfi.O STORNWATER POLLUTION PREVENTION PLAN.dWg NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH PROJECT ENGINEER TO INSURE THE NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / SURVEYOR FOR THE DEVELOPER/ OWNER ARE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, PLOTTED BY: R.C. 6ERC {R BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS DATE Monday- October 06, 2008 9:38:57 AM MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA.