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HomeMy WebLinkAboutPrime Car Wash 140627 TEMP\ \ \ 1 2 G. \ �S' �y \ I 0'REGULAA EGU DI RAINAG SEN \ ao �, — \ �A� PR ON \ \ ` \ DASHED LINE DENOTES DISTURBED \NFORMP — '" '\ \ ,1 \ '\ F \ \ \ \\ AREA (1.46 +/- ACRES) \\ 1 \ \ \ L S 09'15 34 W k ,' \ 2 r oss'�PC 02 \ 23.16' \ �oo f . --- r- �� F \ 4kWN \;� • ,� ` o \�, I ` \ ��' \ ..� `• / � F .- - AMP L,0 �'� - ' � o_ \y - ' �.! �� '- < \ K L \ L CSC r \ A - E P ,- (�,� �. / , �r � . ': �: 9 \c`101 PODS PER ��-- h Y.�•'r.. SQ . t,5i 11.0b \ �o 1 F dop \ ,� '\ ...., \ ` ANOPY � Y c � 1 GYP. \ ANOPY B \ \ \� PROPOSED O \ U G, \ F �; \ \ 0 11,0 (QRO _1 PRIME CAR WASH PAR ` E L\ SA 1052 20 Ul A G) m �► \ \ \ ` 2p \ DUMPSTER /UTILITY A" \ F \ to A ` ENCLOSURE \ C), �• \ w \ �G ` 9 �� j EDESTRIAN ,F- T%% \\ \ °- \ \ CONNECTION J I Knowwhaft bek %1! b,effo m you dig, m 'who CP\ �9 - - ign N69 °38'55" 15.97" SOUTHWEST CORNER OF LOT / NUMBER 3 IN NORTH AUGUSTA, FIRST SECTION, A SUBDIVISION IN HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF, RECORDED IN DEED RECORD 132, PAGE 446 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. 1 N� �SSI \GRASS NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. A NOTE ALL EXISTING TOPOGRAPHIC AND UTILITY INFORMATION HAS BEEN TAKEN FROM PREVIOUSLY COMPLETED SURVEYS; THEREFORE, CIVIL SITE GROUP, INC. CAN NOT BE HELD RESPONSIBLE IF INFORMATION FOUND IN THE FIELD DOES NOT AGREE WITH THESE CONSTRUCTION PLANS. IMPROVEMENTS TO THE SITE & SURROUNDING AREAS HAVE BEEN MADE SINCE THE EXISTING CONDITIONS SURVEY WAS COMPLETED. CONTRACTOR TO FIELD VERIFY ALL EXISTING INFORMATION PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 0 \ ,5 C) O OG mn uA ?i Q \\ �zZ`r 90 •// Z� \ \\ N 2 \ \ \ �u \N o J B c ,.--- QROPOSEO�O R10' G F \j o0 Fv LEGEND: EAG REVISION RECORD PROPERTY BOUNDARY PLAN NOTES: REV DATE HEAVY DUTY ASPHALT PAVEMENT DESCRIPTION PROPOSED CONCRETE PAVEMENT DES BY APP BY 1 12/02/13 ENGINEER: REVISIONS PER T.A.C. COMMENTS 'T EAG EAG 2 12/14/13 PROPOSED ELECTRIC SERVICE REVISIONS PER ENGINEERING COMMENTS PROPOSED WATER SERVICE EAG EAG 3 01/10/14 -OE- REVISIONS PER SWPPP COMMENTS © EAG EAG 4 01/27/14 EXISTING SEWER MANHOLE REVISIONS PER ENGINEERING COMMENTS EXISTING WATER METER EAG EAG 5 03/07/14 0 REVISIONS PER OWNER L!T EAG EAG N� �SSI \GRASS NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. A NOTE ALL EXISTING TOPOGRAPHIC AND UTILITY INFORMATION HAS BEEN TAKEN FROM PREVIOUSLY COMPLETED SURVEYS; THEREFORE, CIVIL SITE GROUP, INC. CAN NOT BE HELD RESPONSIBLE IF INFORMATION FOUND IN THE FIELD DOES NOT AGREE WITH THESE CONSTRUCTION PLANS. IMPROVEMENTS TO THE SITE & SURROUNDING AREAS HAVE BEEN MADE SINCE THE EXISTING CONDITIONS SURVEY WAS COMPLETED. CONTRACTOR TO FIELD VERIFY ALL EXISTING INFORMATION PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 0 \ ,5 C) O OG mn uA ?i Q \\ �zZ`r 90 •// Z� \ \\ N 2 \ \ \ �u \N o J B c ,.--- QROPOSEO�O R10' G F \j o0 Fv LEGEND: EAG DEVELOPER: PROPERTY BOUNDARY PLAN NOTES: PRIME CAR WASH AQ HEAVY DUTY ASPHALT PAVEMENT ATTN: BRENT OAKLEY 14375 MUNDY DRIVE PROPOSED CONCRETE PAVEMENT — — — — EXISTING/PROPOSED EASEMENT © EXISTING STORM SEWER ENGINEER: EXISTING SANITARY SEWER 'T EXISTING WATER MAIN (CITIZENS) ® M ® M m on EXISTING WATER MAIN (CARMEL) E PROPOSED ELECTRIC SERVICE W PROPOSED WATER SERVICE PROPOSED GAS SERVICE (317) INDIANAPO 3305DIANA 46204 PROPOSED STORM SEWER -OE- EXISTING OVERHEAD UTILITY LINES © EXISTING UNDERGROUND GAS LINE MARKER C EXISTING UNDERGROUND GAS LINE (I EXISTING SEWER MANHOLE EXISTING WATER METER 0 EXISTING UTILITY POLE BOLLARD (SEE PLAN FOR LOCATIONS) EXISTING GUY ANCHOR 0 EXISTING PVC RISER L!T EXISTING UNDERGROUND UTILITY LINES Q EXISTING CLEANOUT } EXISTING DRAINAGE MANHOLE MILLER SURVEYING, INC. 948 CONNER STREET NOBLESVILLE, EXISTING CURB INLET EXISTING BEEHIVE INLET QM PROPOSED CONSTRUCTION LIMITS NORTH 20 0 10 20 1 %?�� ( IN FEET ) 1 Inch — 20 ft. LAND DESCRIPTION MODERNIZED DESCRIPTION OF REAL ESTATE: PART OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT NUMBER 3 IN NORTH AUGUSTA, FIRST SECTION, A SUBDIVISION IN HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF, RECORDED IN DEED RECORD 132, PAGE 446 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, NORTH 69 DEGREES 38 MINUTES 55 SECONDS EAST A DISTANCE OF 15.97 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 69 DEGREES 38 MINUTES 55 SECONDS EAST, ALONG THE NORTHERN RIGHT -OF -WAY OF WEST 98TH STREET, A DISTANCE OF 284.03 FEET, THENCE NORTH 20 DEGREES 20 MINUTES 50 SECONDS WEST A DISTANCE OF 233.66 FEET; THENCE SOUTH 70 DEGREES 02 MINUTES 41 SECONDS WEST A DISTANCE OF 235.00 FEET; THENCE SOUTH 09 DEGREES 15 MINUTES 34 SECONDS WEST A DISTANCE OF 23.16 FEET, THENCE SOUTH 31 DEGREES 28 MINUTES 53 SECONDS WEST A DISTANCE OF 56.50 FEET, THENCE SOUTH 20 DEGREES 25 MINUTES 54 SECONDS EAST, ALONG THE EASTERN RIGHT -OF -WAY OF NORTH MICHIGAN ROAD CONVEYED TO THE STATE OF INDIANA PER INSTRUMENT NUMBER 2000 -3707, A DISTANCE OF 153.00 FEET; THENCE SOUTH 33 DEGREES 58 MINUTES 10 SECONDS EAST A DISTANCE OF 28.03 FEET TO THE POINT OF BEGINNING, CONTAINING 1.52 ACRES, MORE OR LESS. DETAIL 10 -14 SHEET C10.0) DEVELOPMENT SUMMARY SITE ACREAGE = 1.52 +/- ACRES TOTAL IMPERVIOUS SURFACE = 0.99 ACRES TOTAL GREENSPACE = 0.48 +/- ACRES GREENSPACE PERCENTAGE = 31.5% PARCEL COVERAGE PERCENTAGE = 68.5% PRIMARY ZONING = COMMERCIAL BUSINESS (B -3) SECONDARY ZONING = US HIGHWAY 421 - MICHIGAN ROAD CORRIDOR OVERLAY ZONE PROPOSED BUILDING = 11,016 S.F. (TOTAL) REQUIRED PARKING - NOT ADDRESSED IN ORDINANCE TOTAL PROVIDED PARKING = 17 SPACES TOTAL STACKING PROVIDED = 20 SPACES PICK -UP / INSPECTION SPACES PROVIDED = 4 SPACES WAX CANOPY SPACES PROVIDED = 4 SPACES SITE LAYOUT NOTES I. ALL UUNb IRUC11ON METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB /SIDEWALK, RADII TO BACK OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DIMENSIONS. 5. TN`: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVA11ONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS PAVEMENTS THEE STING EDGE OF PAVEMENTDSHALLMBE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 7. AU. EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED /SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 11. ALL PARKING SPACE DIMENSIONS ARE TO 9' WIDE BY 20' DEEP UNLESS OTHERWISE SPECIFIED. DWN BY: EAG DEVELOPER: BSC PLAN NOTES: PRIME CAR WASH AQ HEAVY DUTY ASPHALT PAVEMENT ATTN: BRENT OAKLEY 14375 MUNDY DRIVE © A.D.A. COMPLIANT HANDICAP RAMP NOBLESVILLE, IN 46032 PHONE: (317) 341 -4719 © COMBINED CURB & WALK ENGINEER: DO CONCRETE PAVEMENT CIVIL SITE GROUP, INC. (D PROPOSED HANDICAP PAVEMENT 643 MASSACHUSETTS AVENUE MARKING & SIGNAGE SUITE 200 QONCRETE ROLL CUB & GUTTER (317) INDIANAPO 3305DIANA 46204 PER CITY OF CARMEL STANDARDS) © LANDSCAPE AREA ARCHITECT: O 6" STRAIGHT CURB CURRAN ARCHITECTURE 6925 EAST 96th STREET (PER CITY OF CARMEL STANDARDS) INDIANAPOLIS, IN 46250 Q BOLLARD (SEE PLAN FOR LOCATIONS) ATTN: SHAWN CURRAN (317) 288 -0681 0 5' CONCRETE SIDEWALK - PRIVATE (SEE DETAIL SURVEYOR: 01 SHEET C10.0) L DIRECTIONAL SIGN (LESS THAN 3 S.F.) MILLER SURVEYING, INC. 948 CONNER STREET NOBLESVILLE, IN 46060 QM 5' CONCRETE SIDEWALK- PUBLIC (SEE CITY OF CARMEL AM: NATHAN ALTHOUSE (317) 773 -2644 DETAIL 10 -14 SHEET C10.0) DEVELOPMENT SUMMARY SITE ACREAGE = 1.52 +/- ACRES TOTAL IMPERVIOUS SURFACE = 0.99 ACRES TOTAL GREENSPACE = 0.48 +/- ACRES GREENSPACE PERCENTAGE = 31.5% PARCEL COVERAGE PERCENTAGE = 68.5% PRIMARY ZONING = COMMERCIAL BUSINESS (B -3) SECONDARY ZONING = US HIGHWAY 421 - MICHIGAN ROAD CORRIDOR OVERLAY ZONE PROPOSED BUILDING = 11,016 S.F. (TOTAL) REQUIRED PARKING - NOT ADDRESSED IN ORDINANCE TOTAL PROVIDED PARKING = 17 SPACES TOTAL STACKING PROVIDED = 20 SPACES PICK -UP / INSPECTION SPACES PROVIDED = 4 SPACES WAX CANOPY SPACES PROVIDED = 4 SPACES SITE LAYOUT NOTES I. ALL UUNb IRUC11ON METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB /SIDEWALK, RADII TO BACK OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DIMENSIONS. 5. TN`: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVA11ONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS PAVEMENTS THEE STING EDGE OF PAVEMENTDSHALLMBE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 7. AU. EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED /SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 11. ALL PARKING SPACE DIMENSIONS ARE TO 9' WIDE BY 20' DEEP UNLESS OTHERWISE SPECIFIED. DWN BY: EAG CHKD. BY: BSC SCALE: 1 " = 20' DATE: 09 -23 -13 N ^ ►`7- N cn > o x� wow aoU z 0 z a a. w H PROJECT NUMBER PCW.003 DRAWING NUMBER SHc2mO EET 3 OF 15