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HomeMy WebLinkAbout06070008.30�cl I i f I IL I 855. • 845. 840_ 835. 0+00 L.. 'N 5' YARD SFTRACK �� ACCELERATION H.C. 11 ADJ ADJACENT TWATER r J ALT ALTERNATE C4 N Z H APPROXIMATELY I VAULT INVERT 'A I �10 II MANHOLE Z 1 I � MAXIMUM �m BUILDING 31 Jim NMI 'V Y " u CONSTRUCTION LIMITS APPROX. PROPERTY_LINE' ����������_�J♦■ S89 49'34" W.�­EMMMNwNo =-Etffl i utu ur f zuLSz>umrAti,r um^w4. INLINE YARD DRAINS MAYBE NEEDED TO BE INSTALLED: IF REQUIRED BY - CITY INSPECTOR TO DRAIN OFFSITE LOW AREAS TO THE NORTH. CONSTRUCTION LIMITS " - m19-111111 P M m m M m mmmMMM111111 -- 1r =0r■ STR -11 ! t 15' DRAIINAGE AND ., - 15' DRAINAGE AND ACCESS EASEMENT 1' ' _ MANHOLE IS TO BE UNCOVERED NO CASTIN L�j TO BE ADJUSTED TO GRADE. TH INVERT 'ILL x 4°1 ELEVATION OF THIS RMED ' _ Lr.` to - - PRIOR TO ANY OTHER CONSTRUC ION ACTIVI ITES. � TY ENGINEER VEL PMENT SERVICES ARE TO BE NOTIFIED I MEDIATELY F - �! }, o' I ELEVATIONS DETERMINE THAT TH FLOW THROUGH THIS STRUCTURE IS N1iT7t5tfitY NEW BUILDING ;I 17,158.5 S.F. /FLOOR= 34,317 S.F. F. F. E- = 851.00 U) a I P I - BIKE- Z - RACK - z I CO CID $, "h - - - -- -- :. I U I STR -06 EASEM N <► \ m ST -08- .g& SM STM STM STM! STM STM +� -'STM STM STM ��7M ao °•a _ O Z (n I ' w w 1 3 STR -07 a- I STR -05 L N[VO '8 OO ry W I - , 0 UNIT I � f o D _ J(, ^i I NEW EDGE OF WATER DRAINAGE EASEMENTAT FACE OF RETAINING WALL NEW EDGE OF WATER STR- 04- Outfalllz STIR �i .. .. .... ... z: - in ME r,. s onot _ __ CO ^� STR -02 3. r CONSTRUCTION LIMITS RE-DESIGNED POND ill w . Z, TOP OF BANK ELEV: 645.00 w P L`I STR -0I -POND OUTLET 100 YEAR ELEV: 844.07 :r�,= .,�I t ', I B .3: 4.25 INCH ELEV: 842.93 w 10 YEAR ELEV: w Z 2 YEAR ELEV: 842 100 z- U BOTTOM ELEV: - 833.00 Z m L - - -- - - -- -F -- -- -- -----A2FPRQ.X. ER9PES .TYILISLE-------------- - - -5- SETBACK -------------- - - - -�. S 89'49'34" W - - - - - - - - - - - - - - - - 578.71' 55.0 50.0 45.0 G��Z1] 35.0 1 +UU 1 +2U NORTH STORM PLAN SCALE: 1" = 30' 855. 850.( F, . I 840.( 835. 0+00 co Q W U � M c v v a0 ow mm II cL cL II M >> w w r�ww r ZZ0 UOZZZ 45.0 ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT F- LU J CO Z p p - r J ALT ALTERNATE C4 N Z H APPROXIMATELY x a' CO INVERT ARCH ARCHITECTURAL �10 II MANHOLE Z BEGINNING MAX MAXIMUM �m BUILDING �wlil T CAL CALIPER F- I N > - OI 11 I Z p MINIMUM w Lj - -0 LO Oj -n�,L CONC MASONRY UNIT �?? ON CENTER > l_ -- - - -_- _ �� PROPOSED GRADE V1 r0 CJ CONTROL JOINT PERP PERPENDICULAR FULL DEPTH _. -- - FULL DEPTH POINT OF BEG GRANLILAR,, DECELERATION GRANULAR POLYVINYL CHORIDE BACKF ICL BACKFILL PAVEMENT DIA - - -- - - - -- -- - - - -- - ----- - - - - --- - DS - -- - REF REFERENCE 0 197 418 " RCP REINFORCED CONCERETE O HOPE 010.40%. Allk� 147' OF 24' I ELEC. ELECTRICAL HOPE 0 0,40% i EQ EQUAL DISTANCE ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED 835. 0+00 co Q W U � M c v v a0 ow mm II cL cL II M >> w w r�ww r ZZ0 UOZZZ 45.0 ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH ARCHITECTURAL M.H, MANHOLE BEG BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL CAL CALIPER M.E.G. MATCH EXISTING GRADE GIP CAST IN PLACE MIN MINIMUM CL CENTERLINE N/A NOT APPLICABLE CMU CONC MASONRY UNIT O.C. ON CENTER CONIC CONCRETE OD OUTSIDE DIA CJ CONTROL JOINT PERP PERPENDICULAR C.O. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT DIA DIAMETER R RADIUS DS DOWNSPOUT REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE PIPE 80LLARD Allk� DOOR PIPE ELEC. ELECTRICAL READ REQUIRED EQ EQUAL DISTANCE ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL Q PLASTIC PIPE �Q WAS SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV >- INC. DATED: 04 -25 -1990. SQ SQUARE FT FOOT W a STA STATION GUTTER FLOWLINE ELEV O OL STORM STORM SEWER HT HEIGHT 0 C) z TYP TYPICAL HOPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD - -- -- -- - - -- SITE UTILITY LEGEND S7IM STORM SEWER - 12" RCP @ 0.5% MIN. STM STORM SEWER INLET STM PIPE END SECTION DETAIL SPECIFICATIONS ORDER HOLEY MOLEY SAYS "DIG SAFELY' �w S 116-� p l• N� a M w a b `,111 ►1111111 / / /��' oa •�� to _a:1_ o ow �:Q= a� Q ••i'� W tip \ • • ` a .���� job•.. "o.PR U) U►/111111111�` DATE DESCRIPTION SPOT ELEVATION ® PAY TELEPHONE 9 -16 -08 CONTOUR (MAJOR) FO FIBER OPTICS 831 -- - -- 831 ........ CONTOUR (MINOR) G GAS ❑- AREA LIGHT 1 E ELECTRIC E1=13=0 AREA LIGHT 2 T TELEPHONE 7o, UTILITY POLE W WATER E- GUY ANCHOR SAN SANITARY SEWER I TELEPHONE M.H. STM STORM SEWER 111 TELEPHONE RISER CS COMBINED SEWER I& TRANSFORMER U/G UNDERGROUND wV WATER VALVE 0/H OVERHEAD STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED FIRE HYDRANT © CONCRETE BUMPER OWG: C4..2 STORN -PLAN AND PROFlLE.d�g STORM PLOTTED BY: R.C. BERGER DECIDUOUS TREE ® DRAINAGE M.H. 0 eQ EVERGREEN TREE m SANITARY M.H. BUSH ® CURB INLET W FENCE 0 ROUND INLET (24" TYP) X --r SIGN ® SQUARE INLET (24- TYP) O TRAFFIC SIGNAL POLE S CLEAN OUT ® TRAFFIC SIGNAL M.H. • PIPE 80LLARD Allk� DOOR 0, FLAG POLE ry m w r-n EXISTING BOUNDARY INFORMATION O �v/ V) V U) Q z W W Q �Q WAS PROVIDED BY WEIHE ENGINEERS O Q >- INC. DATED: 04 -25 -1990. U) Z n W a = 1 73 w O OL SITE UTILITY LEGEND S7IM STORM SEWER - 12" RCP @ 0.5% MIN. STM STORM SEWER INLET STM PIPE END SECTION DETAIL SPECIFICATIONS ORDER HOLEY MOLEY SAYS "DIG SAFELY' �w S 116-� p l• N� a M w a b `,111 ►1111111 / / /��' oa •�� to _a:1_ o ow �:Q= a� Q ••i'� W tip \ • • ` a .���� job•.. "o.PR U) U►/111111111�` DATE DESCRIPTION CLIENT NAME: 4-0.0 WOLF CORPORATION O F PREFERENCE MR. RIICHA DOUNG 1 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 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: MILD 35.0 ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, CALL 2 WORKING DAYS BEFORE You DIG COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. SCALE: 1" = 30' DATE: 06 -30 -06 I +00 2 +00 3 +00 3 +45 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, PRIOR TO STARTING ANY CONSTRUCTION. 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 IC8 -1 -26. C42 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 9 -5-08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW LOCATION SERVICE TWO (2) WORKING DAYS OF 25 STORM - 9 -24 -08 CITY REVIEW 10 -06 -08 CITY REVIEW SCALE HORIZONTAL: 1" - 30' INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION_ - SCALE VERTICAL: 1" = 3' v _ NOTE: THE DEVELOPER OWNER AND THE ENGINEER / / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH PROJECT ENGINEER TO INSURE THE PROJEC2 - 11505 N. Penn - Wolfson Young \ENGINEERING \DR AN7NG5 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. OWG: C4..2 STORN -PLAN AND PROFlLE.d�g STORM PLOTTED BY: R.C. BERGER 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: MondeTactober 06, 2008 9:38:24 AM MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED W U SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT U. z W O J J W 2 U. p ry Z O w r-n W � O �v/ V) V U) Q z W W Q �Q > z O n >- Q ry U) Z n W 0 O = 1 73 O O z 0 O 3: Z 0 C) z W CLIENT NAME: 4-0.0 WOLF CORPORATION O F PREFERENCE MR. RIICHA DOUNG 1 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 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: MILD 35.0 ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, CALL 2 WORKING DAYS BEFORE You DIG COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. SCALE: 1" = 30' DATE: 06 -30 -06 I +00 2 +00 3 +00 3 +45 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, PRIOR TO STARTING ANY CONSTRUCTION. 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 IC8 -1 -26. C42 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 STORM - PLAN AND PROFILE 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK, SCALE HORIZONTAL: 1" - 30' INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION_ - SCALE VERTICAL: 1" = 3' v _ NOTE: THE DEVELOPER OWNER AND THE ENGINEER / / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH PROJECT ENGINEER TO INSURE THE PROJEC2 - 11505 N. Penn - Wolfson Young \ENGINEERING \DR AN7NG5 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. OWG: C4..2 STORN -PLAN AND PROFlLE.d�g STORM PLOTTED BY: R.C. BERGER 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: MondeTactober 06, 2008 9:38:24 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.