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HomeMy WebLinkAbout04110072 Building Plansr. z IMM, 1 1 Z D D 0 0 Z. zUJI 38 0 NOBLESVILLE 0 M ;;Z! IT Nv %) L 1i --TIP SHEET No. TITLE SHEET C0.1 SITE PLAN C2.1 GRADING PLAN + X_j i -OCAi C4.1 SITE DETAILS 3 LANDSCAPE PLAN & DETAILS C6.1 J C7 TRELb 3 i_t j T 37 U CARMEL rt 431 421 69 N NTY ' IOW/_COUNTY Z 6 ! L FISHERS '4 I 141\1 LOCATION MAP. NOT TO SCALE UTILITIES Water & Sewer Service Gas Service City of Carmel VECTREN Water & Wastewater Utilities P.O. Box 1700 130 1st. Avenue S.W. 16000 Allisonville Road Carmel, Indiana 46032 Noblesville, Indiana 46061 (317) 571-2648 (317) 776-5595 Electric Service CINERGY PSI Noblesville District Office 100 S. Mill Creek Road Noblesville, Indiana 46060 1-800-521-2232 I Utility Hotline: within Indiana 1-800-382-5544 outside Indiana 1-800-428-5200 1 q HANCOCK COUNTY CAM .101'M'wD1A'"hkEA DDO IC: -(-NT VICINITY* MAP NOT TO SCALE PLANS PREPARED FOR: ABUELO'S MEXICAN FOOD EMBASSY 13375 N. STEMMONS FREEWAY SUITE 325 DALLAS, TX 75234 317-577-5600 FAX 317-577-5605 PLANS PREPARED BY: AMERICAN CONSULTING., INC. Architects 7260 SHADELAND STATION Consultants INDIANAPOLIS, IN 46256.3957 Engineers (317) 547-5580 FAX: (317) 543-0270 Copyright (C) 1966-2004 by American Consulting, Inc. X INDEX DESCRIPTION SHEET No. TITLE SHEET C0.1 SITE PLAN C2.1 GRADING PLAN + UTILITY PLAN C4.1 SITE DETAILS 3 LANDSCAPE PLAN & DETAILS C6.1 J C7 ! L FISHERS '4 I 141\1 LOCATION MAP. NOT TO SCALE UTILITIES Water & Sewer Service Gas Service City of Carmel VECTREN Water & Wastewater Utilities P.O. Box 1700 130 1st. Avenue S.W. 16000 Allisonville Road Carmel, Indiana 46032 Noblesville, Indiana 46061 (317) 571-2648 (317) 776-5595 Electric Service CINERGY PSI Noblesville District Office 100 S. Mill Creek Road Noblesville, Indiana 46060 1-800-521-2232 I Utility Hotline: within Indiana 1-800-382-5544 outside Indiana 1-800-428-5200 1 q HANCOCK COUNTY CAM .101'M'wD1A'"hkEA DDO IC: -(-NT VICINITY* MAP NOT TO SCALE PLANS PREPARED FOR: ABUELO'S MEXICAN FOOD EMBASSY 13375 N. STEMMONS FREEWAY SUITE 325 DALLAS, TX 75234 317-577-5600 FAX 317-577-5605 PLANS PREPARED BY: AMERICAN CONSULTING., INC. Architects 7260 SHADELAND STATION Consultants INDIANAPOLIS, IN 46256.3957 Engineers (317) 547-5580 FAX: (317) 543-0270 Copyright (C) 1966-2004 by American Consulting, Inc. X INDEX DESCRIPTION SHEET No. TITLE SHEET C0.1 SITE PLAN C2.1 GRADING PLAN C3.1 UTILITY PLAN C4.1 SITE DETAILS C5.1 LANDSCAPE PLAN & DETAILS C6.1 IRRIGATION PLAN C7 PLAN DATE: 05/18/04 REV DATE I DESCRIPTION SHEET NUMBER I- C0.1 Cl.1' .11C3.1jC4.1jC4.2 �2 C5.1 C6.1 C7.1 07/23/04 ARCHITECT COMMENTS 0 INDICATES SHEETS WHERE REVISIONS HAVE OCCURRED. %STE Leo%S TE N o. 19900533 JAMIL L. POCZEK STATE OF• C (m) .1 ACE JOB # IN2004.0247 a L a SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. 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 ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 1/4/FT. & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TC BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. ALL RADII TO BE 5' UNLESS NOTED OTHERWISE 0' 10' 20' SCALE: 1"=10' LEGEND EXISTING PROPOSED SITE_, CURB & GUTTER SITE LEGEND ----------- EASEMENT CONCRETE PROPERTY LINE lC/ CURB & GUTTER TYPE "II" © CURB & GUTTER TYPE "III" OC COMBINED CURB & WALK © ADA RAMP TYPE "K" �E CONCRETE PARKING BUMPER �F ADA RAMP WITHIN 6" CURB © ADA RAMP TYPE "C" OH ADA PARKING SIGN �I PIPE BOLLARD ® ADA ACCESSIBLE PARKING SPACE B.S.L. BUILDING SETBACK LINE ABUELO'S SR431 RAMP GREYHOUND COMMONS KEYMAP in w 0 _J ABUELO'S I DEVELOPER'S RESPONSIBILITY I RESPONSIBILITY - l'VI•VI\L IL CURB & GUTTER SECTION A- A N.T.S. CAUTION H I THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - co>w aIM N� �WH W� O >' 0� LL. w Uj LL. Z W w U) i bNC6 004 LUj� M i` LJ No. * 19900533 suh CF CERTIFIED Q z dcZ M 0 C9 W� 0 LUW 0(0V nj r Uj ul DATE: 05/18/04 DRAWN BY: WJT CHWD BY: KMB JOB NO. IN2004.0247 REVI�S-�I—O—N- S t �RCH I n►euFtic 1 07/23/04 SHEET NO. C11 OF IN2004.0247.073.C21.SP 0' 10' 20' SCALE: 1"=10' ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TC STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO HAMILTON COUNTY STANDARDS. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. 4" PERFORATED PVC UNDRDRAINS ARE REQUIRED AT ALL STORM DRAINAGE STRUCTURES. SEE SHEET C4.1 FOR ADDITIONAL INFORMATION. 16. CAP THE ENDS OF ALL STORM SEWER PIPES AND MARK APPROXIMATE LOCATION OF PIPE END ABOVE GRADE. n %,w 3 0 J I a V1 i a CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - BENCH INFORMATION BM j 142 ELEV 884.62 (NAVD 88 DATUMi A U.S.C. & G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT, 21' NORTH OFA 156TH ST. ON EAST EDGE OF ABANDONED R.R. R/W, SOUTH OF WOODEN FENCE, S NORTHEAST OF 10' PINE TREE, WEST EDGE OF ASPHALT DRIVE. BM f N237 ELEV 825.90 (NAVD 88 DATUM) A U.S.C. & G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT, 21' WEST OFq CUMBERLAND ROAD, 28' SOUTH OFA. 146THSTREET, STAMPED N237 1947. 501 ELEV 836.66 A CHISELED "X" W. BONNET BOLT OF FIRE HYDRANT APPROX. 15' EAST OF EAST FACE OF KOHL'S & 200'± SOUTH OF SOUTHEAST CORNER OF KOHL'S M j 50 ELEV 824.79 CUT 'X" W. BOLT TRAFFIC STRAIN POLE AT THE NORTHWEST CORNER OF THE ENTRANCE TO LOWE'S & 146TH STREET RAMP. �> d♦ � 41010 N M w �x W F. N I w 0 %' ® Q L iw Z y Vz ._ o x WW V♦ Z � � w OMa J �J W . Z e., o Vo�N .-+ o CA "Azy Z ~ a, ><a Z�a�a ~A� ��doo �wZ CL �CL o U Al �. POCI No. * 19900533 . STAiE OF /NDIAN�.••' � Z ® a 0 V- W W CIO o co V Mj TM W M .o.j M 4 Q DATE: LEGEND DRAWN BY: WET EXISTING KMB JOB NO. ^' PROPOSED GRADING ® INLET TYP. TYPICAL ELECTRIC BOX M.E. MATCH EXISTING �Jc LIGHT POLE EP EDGE OF PAVEMENT FIRE HYDRANT BC BOTTOM OF CURB WATER VALVE TC TOP OF CURB -u- RCP SIGN REINFORCED CONCRETE PIPE 000 CONTOURS PVC PLASTIC PIPE TOR TOP OF RIM FLOW LINE TC TOP OF CASTING TC 000.50 INV PIPE INVERT ELEVATION IBC 000.00 CURB ELEVATIONS SANITARY SEWER STORM SEWER 000.00 SPOT ELEVATIONS - - - -w- - - - WATER LINE STORM SEWER - . 821- - CONTOURS ----------- EASEMENT PROPERTY LINE sS SPOT ELEVATION ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TC STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO HAMILTON COUNTY STANDARDS. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. 4" PERFORATED PVC UNDRDRAINS ARE REQUIRED AT ALL STORM DRAINAGE STRUCTURES. SEE SHEET C4.1 FOR ADDITIONAL INFORMATION. 16. CAP THE ENDS OF ALL STORM SEWER PIPES AND MARK APPROXIMATE LOCATION OF PIPE END ABOVE GRADE. n %,w 3 0 J I a V1 i a CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - BENCH INFORMATION BM j 142 ELEV 884.62 (NAVD 88 DATUMi A U.S.C. & G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT, 21' NORTH OFA 156TH ST. ON EAST EDGE OF ABANDONED R.R. R/W, SOUTH OF WOODEN FENCE, S NORTHEAST OF 10' PINE TREE, WEST EDGE OF ASPHALT DRIVE. BM f N237 ELEV 825.90 (NAVD 88 DATUM) A U.S.C. & G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT, 21' WEST OFq CUMBERLAND ROAD, 28' SOUTH OFA. 146THSTREET, STAMPED N237 1947. 501 ELEV 836.66 A CHISELED "X" W. BONNET BOLT OF FIRE HYDRANT APPROX. 15' EAST OF EAST FACE OF KOHL'S & 200'± SOUTH OF SOUTHEAST CORNER OF KOHL'S M j 50 ELEV 824.79 CUT 'X" W. BOLT TRAFFIC STRAIN POLE AT THE NORTHWEST CORNER OF THE ENTRANCE TO LOWE'S & 146TH STREET RAMP. �> d♦ � 41010 N M w �x W F. N I w 0 %' ® Q L iw Z y Vz ._ o x WW V♦ Z � � w OMa J �J W . Z e., o Vo�N .-+ o CA "Azy Z ~ a, ><a Z�a�a ~A� ��doo �wZ CL �CL o U Al �. POCI No. * 19900533 . STAiE OF /NDIAN�.••' � Z ® a 0 V- W W CIO o co V Mj TM W M .o.j M 4 Q DATE: 05/18/04 DRAWN BY: WET CHK 'D BY: KMB JOB NO. IN2004.0247 REVISIONS f � c 07/23/04 SHEET NO. C3.1 OF I N 2004.0847.073.C31.GP