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HomeMy WebLinkAbout06070008.28TF 1 F- STORM STRUCTURE TABLE STRUCTURE CASTING/ INVERT INVERT CASTING STRUCTURE STRUCTURE NAME GUTTER ELEV. IN OUT TYPE TYPE DETAIL STR -0I -POND OUTLET 844.00 STR -05 12" RCP NW. = 841.18 SEE DETAIL SEE POND OUTLET CONTROL DETAIL SEE STORM DETAILS *STR -02 842.85 17' STR -06 END SECTION END SECTION SEE STORM DETAILS STR -03 839.00 36" VIELU VII IHE PIPL TO END SECTION END SECTION END SECTION SEE STORM DETAILS STR -04- Outfalll 845.17 841.59 24" ENO SECTION END SECTION SEE STORM DETAILS HOPE 0.40% 36" HOPE N. = 841.25 842.28 18 197' STR -09 STR -05 849.67 0.40% 843.64 R- 1792 -FL 72 - 6FT - STORM M.H. SEE STORM DETAILS STR -10 STR -06 36" HOPE N. = 841.37 36" HOPE S. = 841.27 841.62 WITH DIVERSION WEIR 36" 116' CONTROL JOINT PERP PERPENDICULAR IT IS AGAINST THE LAW TO EXCAVATE 60" - 5FT - STORM INLET 0/H STR -06 849,46 24" HDPE W. = 841.59 P.O.B. R- 1792 -FG CAP WITH 14" DIA. ORIFICE AT 841.39 SEE STORM DETAILS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT w 36" HDPE N. = 841.49 36" HDPE S. = 841.39 INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION ON OUTLET PIPE STR -07 849.15 18" HDPE W. = 842.28 24" HDPE E. = 842.19 R- 1792 -FG 48" - 4FT- STORM INLET SEE STORM DETAILS STR -08 848.27 18" HDPE N. = 843.17 18" HDPE E. = 843.07 R- 1792 -FG 48" - 4FT- STORM INLET SEE STORM DETAILS STR -09 848.10 DECIDUOUS TREE 18" HDPE S. = 843.64 R- 1792 -FG 48" - 4FT- STORM INLET SEE STORM DETAILS STR -10 848.74 :56" HDPE N. = 841.73 36" HDPE S. = 841.62 R- 1792 -FG 72" - 6FT - STORM INLET SEE STORM DETAILS DOWNSPOUT REF 36" HDPE W. = 841.73 BUSH CURB INLET STR -11 849.26 RCP REINFORCED CONCERETE R- 1792 -FG 60" - 5FT - STORM INLET SEE STORM DETAILS DUMILU air,, STORM PIPE DATA TABLE UPSTREAM DN STREAM PIPE PIPE UPSTREAM DN STREAM PIPE PIPE STIR. NO. STIR. NO. TYPE SLOPE INVERT INVERT SIZE LENGTH STR -05 STIR- 04- Outfalll HDPE 0.11% 841.27 841.25 36" 17' STR -06 STR -05 HDPE 0.11% 841.39 841.37 36" 18' STR -07 STR -06 HDPE 0.40% 842.18 841.59 24" 147' STR -08 STR -07 HOPE 0.40% 843.07 842.28 18 197' STR -09 STR -08 HOPE 0.40% 843.64 843.17 18" 118' STR -10 STR -06 HDPE 0.11% 841.62 841.49 36" 116' CONTRACTOR SHALL INSTALL A NEENAH AUTOMATIC DRAINAGE GATE ON THE INVERT OF THE NE PIPE WITHIN THIS STRUCTURE. - CONTRACTOR SHALL CONFIRM THE N.E. PIPE TYPE AND SIZE PRIOR TO ORDING THIS GATE. SEE SHEEET 9.1 FOR R -5050 CASTING CHART POLICE AND FIREMAN'S FOR TYPE PER PIPE SIZE AND PIPE TYPE. 2, INSURANCE ASSOCIATION 9246066 MANHOLE IS TO BE UNCOVERED AND CASTING INST. # TO BE ADJUSTED TO GRADE. THE INVERT ELEVATION OF THIS MANHOLE IS TO BE CONFIRMED ' r PRIOR TO ANY OTHER CONSTRUCTION ACTIVITITES. 320' OF 4" SUBSURFACE DRAIN. THE CITY ENGINEER AND DeBoy LAND DEVELOPMENT SERVICES ARE TO BE NOTIFIED IMMEDIATELY IF INLINE YARD DRAINS MAYBE NEEDED ELEVATIONS DETERMINE THAT THE FLOW THROUGH TO BE INSTALLED; IF REQUIRED BY��' CITY INSPECTOR TO DRAIN OFFSITE THIS STRUCTURE IS NOT POSITIVE. `: td'�C i _ _ " cJ APPROX. PROPERTY ;LINE _ LOW AREAS TO THE NORTH. CONSTRUCTION LIMITS 1 I, CONSTRUCTION LIMITS S 8949'34" W '�����t•� ������m���������mm��t I m m m a m m m m ARD SETBACK - S - - - _as 286 0' STR -11L EL FW W FW FYI( A H 1W w TER WN AULT N X r STR- 9 �� CL I �, 1 15' DR NAGE AND 3 ACCESS = ASEMENT 15' DRAINAGE AND ACCESS EASEMENT Ld Ln 1" I _ Y - w NEW BUILDING 17,158.5 S.F. /FLOOR= 34,317 S.F. F.F.E. = 851,00 -I c� _ �� i - - �- BIKE- RACK- zz - / I CO - - -- - - I,L) i il# e? J , I v i i STR -06\ EASEMENT M 1 m ST - 08 ST1� STN STM �7M 60 0 C) /� , w .�. STM Sw STM STN STM ,� _ . v� 3 STR -o7 7 STR -05 V) " - Z ¢ NNO w I 6G _ - - �, CL y' - ° U �1 w Al I NEW EDGE OF WATER 1j w _ = - _= STR- 04- Outfollt STR -03 Z I i �` -��L� - -_�- -: z -T� f �� w rr cu _ TR -02 S 3 � N >, -t- CONSTRUICTION LIMITS RE-DESIGNED POND Z tee: w I I - TOP OF BANK ELEV: 845.00 o m STR -0I -POND OUTLET 100 YEAR ELEV: 844.07 w �� �-- 0 3 4.25 INCH ELEV: 842.93 3 - o I z 10 YEAR ELEV: 842.70 LJ M� a M, - - - _ _ _ - NORMAL POOL: 8 1.18 i ,� I = - �1� o " �` -�= BOTTOM ELEV: 833.00 1 V T -- - 5' YARD SETBACK `; ; L - -- - - -- - _ - - -- ------ �+PPR4X�R9PE�TY LIr1E--------------------- ----------------- - - - - -; =� -- Ira S 8949' 34" W - - - - - 578.71'.' _ 1 I _ NEW EDGE OF WATER 7 NEW EDGE OF WATER >g- 1• �1• �� -11111-M 1•-r� >t >f1t \ TB TB - TB TB MINIMUM FLOOD PROYEC I ION GRADES TB FROM SECTIONS 104.02, 302.06 AND 03.07 OF THE CITY OF CARMEL STORM WATER TECHNICAL STANDARDS MANUAL 1. DEFINITIONS a.MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ( i ANY ADJACENT 1OD -YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, I \ WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. b.LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, A PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. 2.STANDARD: LOWEST ADJACENT GRADE a.GENERAL i. THE LOWEST ADJACENT GRADE! FOR RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL BUILDINGS SHALL HAVE TWO FEET OF FREEBOARD ABOVE CONSTRUCTION LIMITS THE FLOODING SOURCE'S 100 - 1YEAR FLOOD ELEVATION UNDER PROPOSED CONDITIONS. b.FOR AREAS OUTSIDE A SPECIAL FLOOD HAZARDS AREA (SFHA) OR FEMA OR IDNR DESIGNATED FLOODPLAIN 1. THE LOWEST ADJACENT GRADE FOR ALL RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL BUILDINGS ADJACENT TO PONDS SHALL BE SET A MINIMUM OF 2 FEET ABOVE THE 100 -YEAR POND ELEVATION OR 2 FEET ABOVE THE EMERGENCY OVERFLOW WEIR ELEVATION, WHICHEVER HIGHER. IS ii. HE LOWEST ADJACENT GRADE FOR ALL RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL BUILDINGS SHALL BE SET A MINIMUM OF 2 FE�T' -ABOVE THE HIGHEST NOTED OVERFLOW PATH /PONDING ELEVATION ACROSS THE PROPERTY FRONTAGE. M. IN ADDITION TO THE LOWEST ADJACENT GRADE REQUIREMENTS, ANY BASEMENT FLOOR MUST BE AT LEAST A FOOT ABOVE -THE NORMAL WATER LEVEL OF ANY WET - BOTTOM POND. 3.STANDARD: LOWEST FLOOR ELEVATION a.FOR AREAS WITHIN A SPECIAL FLOOD HAZARDS AREA (SFHA) OR FEMA OR IDNR DESIGNATED FLOODPLAIN I. THE LOWEST FLOOR ELEVATIONS OF ALL RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL BUILDINGS SHALL BE SUCH THAT LOWEST FLOOR SITE UTIL17 N NORTH ELEVATION, INCLUDING BASEMENT, SHALL BE AT THE FLOOD PROTECTION GRADE AND THEREFORE HAVE 2 FEET OF FREEBOARD ABOVE THE l I J SCALE: 1° = 30' 100 -YEAR FLOOD ELEVATION. NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS 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. BLDG ABBREVIATIONS AND EXISTING LEGEND MECHANICAL 9 -16 -08 yy ACCEL ACCELERATION H.C. HANDICAP e' SPOT ELEVATION ® PAY TELEPHONE W I ADJ ADJACENT HORZ HORZIONTAL x W WATER ALT ALTERNATE ID INSIDE DIA -831 CONTOUR (MAJOR) FO FIBER OPTICS MATCH EXISTING GRADE -, - APPROX APPROXIMATELY INV INVERT -- --- 831 . CONTOUR (MINOR) G GAS VI SS ARCH ARCHITECTURAL M.H, MANHOLE D-b AREA LIGHT 1 E ELECTRIC GUY ANCHOR ��(r BEG BEGINNING MAX MAXIMUM p=� AREA LIGHT 2 T TELEPHONE , _ k%'V nl wh = w BLDG BUILDING MECH MECHANICAL 9 -16 -08 yy 2" DOMESTIC WATER LINE 9 -24 -08 W I WATER 10 -06 UTILITY POLE W WATER CAL CALIPER M_E.G. MATCH EXISTING GRADE -, - EL UNDERGROUND ELECTRIC 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. SS SANITARY SEWER GUY ANCHOR SAN SANITARY SEWER CIP CAST IN PLACE MIN MINIMUM COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. STM SCALE: 1" = 30' DATE: 06 -30 -06 STORM SEWER q CENTERLINE N/A NOT APPLICABLE n TELEPHONE M.H. STM STORM SEWER CIVIL) CONC MASONRY UNIT O.C. ON CENTER 0 TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA 0 TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR IT IS AGAINST THE LAW TO EXCAVATE WATER VALVE 0/H OVERHEAD C.O. CLEAN OUT P.O.B. POINT OF BEG OF O 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT w INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION FIRE HYDRANT a CONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE Q O PLOTTED BY: R.C. BERGER w DEMO DEMOLITION PVMT PAVEMENT a' DECIDUOUS TREE ® DRAINAGE M.H. DIA DIAMETER R RADIUS 4101- EVERGREEN TREE m SANITARY M.H. DS DOWNSPOUT REF REFERENCE BUSH CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE ROUND INLET (24° TYP) F- 0 PIPE cn O z ELEC. ELECTRICAL REQD REQUIRED -r SIGN ® SQUARE INLET (24" TYP) EQ EQUAL DISTANCE ROW RIGHT OF WAY W 0 TRAFFIC SIGNAL POLE e, CLEAN OUT EX. EXISTING SAN SANITARY EJ EXPANSION JOINT ® TRAFFIC SIGNAL M.H. • PIPE BOLLARD SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE DOOR (� FLAG POLE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV m FT FOOT SO SQUARE EXISTING BOUNDARY INFORMATION p 5TA STATION WAS PROVIDED BY WEIHE ENGINEERS w Iy_ GUTTER FLOWLINE ELEV STORM STORM SEWER INC. DATED: 04 -25 -1990. HT HEIGHT Ia TYP TYPICAL of HDPE HIGH DENSITY [- POLYETHYLENE VIF VERIFY IN FIELD SITE UTILITY LEGEND UTILITY NOTES 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. ALL BACK FILL AREAS WITH IN PAVED AREAS SHALL CONFORM TO HE CITY STANDARDS WHERE WORK IS WITHIN THE CITY RIGHT -OF -WAY. ALL UTILITIES IN PAVED AREAS OUT OF THE CITY RIGHT -OF -WAY SHALL BE COMPACED GRAINULAR BACK FILL. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN HE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PRDTEC11ON OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE - INSTALLED PER ASTM C -12. 6, 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C10.0 ". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) "C7.0" & "CB.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION FOR ALL WORK WITHIN THE RIGHT -OF -WAY, 11. THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS, OR ASPHALT PATHS. 12. CONTRACTOR SHALL CONTACT THE CITY OF CARMEL ENGINEERING DEPARTMENT TO SCHEDULE A PRE - CONSTRUCTION MEETINGTO 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 RELATEDTO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. 13. CONTRACTOR SHALL OBTAIN AN APPROVED RIGHT -OF -WAY PERMIT PRIOR TO COMMENCING ANY WORK WITHIN THE CITY RIGHT -OF -WAY. DETAIL SPECIFICATIONS ORDER HOLEY MOLEY SAYS 11DIG SAFELY° ;A N ~� N � �w • O ASS r Nh� w � 1� M 4 a w O b o...... CD =d Qi4i� I'7� Q� - -1- p W D r ;N Z O -.< o % � ' ;�� v N �N 4- 1 0 DATE DESCRIPTION Fry FINAL CONSTRUCTION PLANS 6" FIRE WATER LINE 9 -16 -08 yy 2" DOMESTIC WATER LINE 9 -24 -08 W I WATER 10 -06 TEL CITY REVIEW TELEPHONE GAS 5, TEN STATE STANDARDS GAS LINE -, - EL UNDERGROUND ELECTRIC 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. SS SANITARY SEWER DESIGNED: BAW APPROVED: CRP 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT "IT'S THE LAW" DRAWN: CLH / RCB CHECKED BY: MLD .O. SANITARY SEWER CLEAN OUT COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. STM SCALE: 1" = 30' DATE: 06 -30 -06 STORM SEWER 1- 800 - 382 -5544 STU LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION STORM SEWER - 48" BARREL PROJECTNO.: 2006 -0065 STU wo STORM SEWER - 60" BARREL 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND STM 72'0 STORM SEWER - 72" BARREL STM -1 PIPE END SECTION UTILITY NOTES 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. ALL BACK FILL AREAS WITH IN PAVED AREAS SHALL CONFORM TO HE CITY STANDARDS WHERE WORK IS WITHIN THE CITY RIGHT -OF -WAY. ALL UTILITIES IN PAVED AREAS OUT OF THE CITY RIGHT -OF -WAY SHALL BE COMPACED GRAINULAR BACK FILL. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN HE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PRDTEC11ON OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE - INSTALLED PER ASTM C -12. 6, 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C10.0 ". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) "C7.0" & "CB.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION FOR ALL WORK WITHIN THE RIGHT -OF -WAY, 11. THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS, OR ASPHALT PATHS. 12. CONTRACTOR SHALL CONTACT THE CITY OF CARMEL ENGINEERING DEPARTMENT TO SCHEDULE A PRE - CONSTRUCTION MEETINGTO 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 RELATEDTO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. 13. CONTRACTOR SHALL OBTAIN AN APPROVED RIGHT -OF -WAY PERMIT PRIOR TO COMMENCING ANY WORK WITHIN THE CITY RIGHT -OF -WAY. DETAIL SPECIFICATIONS ORDER HOLEY MOLEY SAYS 11DIG SAFELY° ;A N ~� N � �w • O ASS r Nh� w � 1� M 4 a w O b o...... CD =d Qi4i� I'7� Q� - -1- p W D r ;N Z O -.< o % � ' ;�� v N �N 4- 1 0 DATE DESCRIPTION CLIENT NAME: 9 -5 -08 FINAL CONSTRUCTION PLANS OF PREFERENCE 9 -16 -08 CITY REVIEW 7 9 -24 -08 CITY REVIEW I INDIANAPOLIS, INDIANA46268 10 -06 -DS CITY REVIEW 4- I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS- (317) 876 -2313 5, TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. © 2005 DeBoy Land Development Services, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED: BAW APPROVED: CRP 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT "IT'S THE LAW" DRAWN: CLH / RCB CHECKED BY: MLD ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, 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 CALL TOLL FREE PROJECTNO.: 2006 -0065 AREA PRIOR TO STARTING ANY CONSTRUCTION. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. C4,0 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN W COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW ICB -1 -26. U 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE LL UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND L CONSTRUCTION. z OF O 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT w INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION Q U < z Z DWG: G 0 SITE UTILITY PLAN_4.9 Q O PLOTTED BY: R.C. BERGER w DATE Mondefactober 06, 2008 9:37:18 AM nJ Se W < < � I/ / W ()� Q - LL Q > J O0. >-' F- z D 0. w W F- 0 cn O z o Zr z W CLIENT NAME: WOLFSON YOUNG CORPORATION OF PREFERENCE MR. RICHARD YOUNG 7 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. I INDIANAPOLIS, INDIANA46268 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876 -2300 4- I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS- (317) 876 -2313 5, TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. © 2005 DeBoy Land Development Services, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED: BAW APPROVED: CRP 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT "IT'S THE LAW" DRAWN: CLH / RCB CHECKED BY: MLD ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, 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 CALL TOLL FREE PROJECTNO.: 2006 -0065 AREA PRIOR TO STARTING ANY CONSTRUCTION. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. C4,0 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW ICB -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS OF 25 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION_ PROJECT:F: \2006 \2006 -0D65 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS DWG: G 0 SITE UTILITY PLAN_4.9 PLOTTED BY: R.C. BERGER DATE Mondefactober 06, 2008 9:37:18 AM