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HomeMy WebLinkAboutC.401 Courtyard Grading PlanU 0 0 Of U a N O O U I 0 0 U w U L0 0 0 0 N H w In Z J / J In U Z 3 a 0 L0 0 0 N w J c� z 3 a Of 0 J LL. LL. w V) i= M 0 Ld 0 w M n M O L0 I Ld a 0 r� o w ww J as 00 In Z� zo Fy J a_ IL 1 853.87 STORM STIR 1 TR: 853.00 I 853.55 854.50 854.50 854.50 854.50 i SID I SID SQ 854.23 854.25 854.25 854.08 I i I -: 853.44 854.32 854.33 I 853.50 854.00 854.47 854.48 854.40 854.45 854.50 854.50 854.00 854.50 a 854.50 NORTHWEST COURTYARD I lu I 854.50 e I 854.50 STORM STR 3 85 .50 4 TR: 853.00 853.53 853.76 854.50 I 854.14 853.47 SID 853.70 SO 853.28 I 1353.57 ° I 853.43 853.42 I° I 854.50 854.50 __ 854.50 - 854.00 853.65 854.50 854.50 ' 854.48 854.50 854.50 ' 854.50 e 853.63 e _ZI _jI SOUTHWE Q COURTY D InI CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO 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 RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT -OF -WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE IN THEIR BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND /OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE. 15. THIS LOT DOES NOT LIE WITHIN ANY FLOOD HAZARD ZONE AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY 180081, CITY OF CARMEL, PANEL NUMBER 0209G, DATED JANUARY 29, 2010. 0 10' 20' SCALE: 1"=10' 0' 10' 20' SCALE: 1"=10' BENCH INFORMATION ('88 datum) BM 839 BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 '. ELEV = 838.62 ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT POLE CONC BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST It. ELEV = 845.34 ASI TBM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK FURNITURE BUILDING. ELEV = 857.65 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION !1 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 - 0 O N U f- M O y HU)�.0 (n N In d o4� B Z M U 5 2 O J LL V 1 U) aO Lo (0¢� 04 E5 tiZ�n co J w UjH U Z Z- z� a U Q CAI ■O■■ ■NOMEN v GQ• 0� '00 G0 CERTIFIED BY J W a V U V O� Ao N �ul d� a Z .m NZo . ��� >Z �� Q Vi >. . a ILL ZZ2 J � z � � id Wav W>1 c 00 z �� Z a Z J a W REVISIONS COURTYARD GRADING PLAN SHEET NO. C.401 OF DATE: 05/17/2013 DRAWN BY: JCS PROPOSED GRADING LEGEND JOB N0. GENERAL GRADING NOTES EXISTING TOPOGRAPHY LEGEND Beehive Inlet Fire Hydrant M.E. MATCH EXISTING 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. EP EDGE OF PAVEMENT ® Curb Inlet Sprinkler Valve 2• SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. BC BOTTOM OF CURB © Lid o Stand Pipe TC TOP OF CURB 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO ° Guard Post a Buried Electric Line STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF QS Sanitary Manhole t Buried Telephone Line 000 CONTOURS ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. Sign w Buried Water Line FLOW LINE Coniferous Tree tr Top Of Rim Elevation 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND Tree Stump p nv Invert Elevation TC 000.50 IBC 000.00 CURB ELEVATIONS EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S Reinforced Concrete Pipe AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. Deciduous Tree rcp �E( Electric Box vcp Clay Pipe 000.00 K SPOT ELEVATIONS 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO Ground Light cpp Corrugated Plastic Pipe 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 AROUND OR Light Pole pvc Plastic Pipe OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A ® Transformer REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING ® Telephone Handhole CONSTRUCTION. OT Telephone Manhole 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH GRANULAR -T-- Telephone Marker MATERIAL IF WITHIN 5 FEET OF PAVEMENT. Telephone Pedestal 7. 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. CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO 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 RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT -OF -WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE IN THEIR BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND /OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE. 15. THIS LOT DOES NOT LIE WITHIN ANY FLOOD HAZARD ZONE AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY 180081, CITY OF CARMEL, PANEL NUMBER 0209G, DATED JANUARY 29, 2010. 0 10' 20' SCALE: 1"=10' 0' 10' 20' SCALE: 1"=10' BENCH INFORMATION ('88 datum) BM 839 BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 '. ELEV = 838.62 ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT POLE CONC BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST It. ELEV = 845.34 ASI TBM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK FURNITURE BUILDING. ELEV = 857.65 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION !1 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 - 0 O N U f- M O y HU)�.0 (n N In d o4� B Z M U 5 2 O J LL V 1 U) aO Lo (0¢� 04 E5 tiZ�n co J w UjH U Z Z- z� a U Q CAI ■O■■ ■NOMEN v GQ• 0� '00 G0 CERTIFIED BY J W a V U V O� Ao N �ul d� a Z .m NZo . ��� >Z �� Q Vi >. . a ILL ZZ2 J � z � � id Wav W>1 c 00 z �� Z a Z J a W REVISIONS COURTYARD GRADING PLAN SHEET NO. C.401 OF DATE: 05/17/2013 DRAWN BY: JCS CHK'D BY: RLN JOB N0. 2013.00569