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HomeMy WebLinkAboutFT �I c ca E M U CD U Ln 0 N 0 N 0 V) a) L T Y Ln s� c cc c E U O ) I ) I J 01 �I HI GI E I E DI CI BI 1 2 3 4 5 b Oi T.B.M.. #1 - ELEV.= 854.13 s0_ — W y DID NOT LOCATE END OF PIPE s� ST TC= 852.83 IE 15" RCP (N.W.)= 848.28' IE 18" RCP (S.)= 848.13' IE 12" RCP (W.)= 848.23' f � O- / 0.3' 1 P.S. 10" SPRUCE I I MULCH �10" SPRUCE In 1 P. S. I In Go 2 "�RA APPLE �p 1.4' 2" C B AP " E ASPHALT 0.4' 6 STORY BRICK BUILDING 2" RA P M 0.9' SPRINKLER HEAD 4 BUILDING" PARKING 1 CANOPY \ F.F.E.= 854.98 Cn BUMPER — ?_— < _T ,� CONCRETE WALK 5 � BECK —BEC— HEDGE ROW ;HANDICAPPED -� 1 0 kIETAL ART WORK DOOR BUTTON `iJ ON 3 - 15" DIA. dONCRETE BASES \ 8 J. MULC ss� �- 2" CRA AaPL Cn SPRINKLER HEADS NO PARKING & NO 2" CRAB AP DELIVERIES SIGN O 0.4 h & / 00 Q-) LAASPHALT 12 SPRUCE* i .S. MULCH 1 SPRUCE 0.4' -\ TC= 852.93' IE 18" RCP (N.)= 847.63' IE 18" RCP (E.)= 847.63' ST DID NOT LOCATE END OF PIPE I I I I IZ I IS 1 14 1 10 1 10 1 1/ \ I I DEAD HEDGE ROW ASPHALT I ASPHALT \� LANDSCAPED AR � s I SPRINKLER CONTROL CONCRETE WALK 3 �g5 PLASTIC OWL ON POST VT.B #2 - ELEV.= 855.80 S INKLER HEAD C1\ GRASS DID NOT LOCATE n \ END OF PIPE ITC= 854.48' IE 8" PVC (W.)= 852.51' -�� 8" PVC (S.)= 852.48' \\ - GRASS m ---- 855''� \ /� Q ors W I 4" PINE ,? -TC- 855.00 o b 6" DIA. YARD DRAIN \ TC= 855.39' \ COULD NOT OPEN DRAIN IE 8" PVC (N.)= 841.62' T �,I/ o IE 8' PVC (S.)= 841.72' LANDSCAPED AREA I 1 M i \ mho 36.2' M 4� 2 > M / \ eo <,\, ° l \ CL \ 2 ° 8 z v GRASS \ \l �� DID NOT LOCATE 2 Ln END OF PIPE c I POST INDICATOR VALVE I I 1�X� U7 \ 6 STORY BRICK BUILDING M I LANDS APE AREA I \ ELECTRIC \ M CD \ y HANDHOLE `pQ� rn E:TGa —, 0 8L�11 � E \ EM 4" PIE 2'x6' EL C. `~ 6<\ \ TRANSFORMER \ `y E.T. 4" PINE \ \ THREE ELEC. s METERS 56, co' GRASS C)\ /1, 1 6" PIN �—TC= 852.76' \ \ 0 ST S �sv IE 8" PVC (N.)= 850.61' 0 12" MAPLE C 18" RCP (S E.)=84816' 8" MAPLE ° 6" PINE � IE 10" PVC (W.)= 849.36' � rg --` —COULD NOT LOCATE END OF PIPE -i n 10 1 LL I L.J f- It EXISTING FEATURES LEGEND SANITARY SEWER & MANHOLE POWER POLE C ST STORM SEWER; END SECTION, INLET & M.H. - GUY WIRE — —G — —G — —G — GAS LINE 8 ZE ZL UTILITY RISER; TELEPHONE, R ELECTRIC & CABLE TV E:T — —H/ — —W — —N/ — WATER LINE ELECTRIC TRANSFORMER _E — —E ELECTRIC LINE (AERIAL) AIR CONDITIONER UNIT — —T — —T — —T — TELEPHONE LINE (AERIAL) O- STREET LIGHT A N— CTV— — CTV CABLE TELEVISION (AERIAL) LIGHT POLE — BTC— — BTC BURIED TELE. CABLE FLOOD LIGHT Q 0 10 20 40 TRAFFIC MANHOLE AND —BEC— —BEC BURIED ELEC. CABLE ®© SIGNAL POLE 5 15 30 SCALE: 1"=20' FENCE LINE (FNC) FIRE HYDRANT — — BCTV — — BCTV — BURIED CABLE TV D�l VALVE; GAS & WATER I I I — GUARDRAIL STREET SIGN WATER, TELEPHONE AND - - - RIGHT OF WAY LINE (R /W) -) z ELECTRIC MANHOLE r F EASEMENT LINE SEWER CLEANOUT P 9 EMO cMO WMO ELECTRIC, GAS AND 11 12 CENTER LINE °y WATER METER 14 15 a 0 0 - SWALE LINE R PIPELINE MARKER POST 17 18 D. DEED DIMENSION Q MAILBOX 20 21 M. MEASURED DIMENSION i GUARD POST 23 24 P. PLAT DIMENSION ® SPRINKLER HEAD R. RADIUS E IRRIGATION CONTROL BOX N L. ARC LENGTH SPOT GRADE H.H. HANDHOLE 1 FND. FOUND �� IOP CURB /GUTTER GRADE CONC. CONCRETE 1 ASPH. ASPHALT "W MONITORING WELL TC TOP OF CASTING ELEVATION sa0 LIRE SERVICE STAND PIPE IE INVERT ELEVATION M 10 FFE FINISH FLOOR ELEVATION GAS VENT PIPE TBM TEMPORARY BENCHMARK SEPTIC TANK LID "0 TOP CURB /GUTTER GRADE DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. "vO AIR RELIEF VALVE ® CAP STAMPED "CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. F O UNDERGROUND TANK FILLER PIPE DENOTES A MAC NAIL WITH WASHER SET. WASHER STAMPED L "CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. 123 SITE ADDRESS DEMOLITION PLAN LEGEND CONSTRUCTION LIMITS K DEMOLITION PLAN NOTES: 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PER SHEET C401 -C402 PRIOR TO COMMENCING DEMOLITION. 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTE). H 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO EXISTING BUILDINGS AND /OR SITE ENTITIES THAT ARE TO REMAIN. 8. THE CONCRETE PROPOSED TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST CONCRETE JOINT BEYOND THE LIMITS ILLUSTRATED. NOTIFY ENGINEER IF JOINT IS OVER ONE (1) FOOT FROM LINE SHOWN. 9. REMOVAL OR RELOCATION OF ALL EXISTING LANDSCAPING MUST BE COORDINATED WITH OWNER. 10. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK, G 11. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE "LAWNS AND GRASSES" SECTION OF THE PROJECT MANUAL. TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. 12. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 13. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR F REDESIGN MAY OCCUR. 14. GC /CONTRACTOR TO REPAIR OR REPLACE ANY DAMAGE TO THE IRRIGATION SYSTEM. KEYNOTE LEGEND E OREMOVE ART METAL WORK AND CONCRETE BASES O2 REMOVE EXISTING LANDSCAPING O3 CONCRETE CURB TO BE SAW CUT AND REMOVED <3> REMOVE EXISTING CANOPY (SEE ARCHITECTURAL PLANS) D <3> REMOVE LIGHTING (SEE ELECTRICAL PLANS) IC Carmel Special`\ Surgery Center Tenant Improvement Meridian Crossing First Floor 11590 N Meridian Street Carmel, IN 46032 923 NE Woods Chapel Road, Suite 550 Lee's Summit, MO v 866.700.3757 / f 866.760.3757 ISSUED FOR: Zoning Review 4/20/2012 TI Permit 5/7/2012 Site Improvements 5/23/2012 A \STFC10 PE 10000126 p I STATE OF Gastincle Walker Harden Architects 817 Wyandotte Kansas City, MO 64105 816 4218200 p 816 421 1262 f designwithinsight.com Electrical / Plumbing PKMR Engineers 8801 Ballentine, Suite 200 Overland Park, KS 66214 913.492.2400 / 2437 fax Mechanical Wiegmann Associates, Inc. 750 Fountain Lakes Blvd. St. Charles, MO 63301 314.409.3350 Structural Bob D. Campbell & Co. 4338 Belleview Kansas City, MO 64111 816.531.4144 Civil Cripe Architects + Engineers 3939 Priority Way South Drive, Suite 400 Indianapolis, IN 46240 317.844.6777 Landscape Vive Exterior Design 15325 Herriman Blvd. Noblesville, IN 46060 317.773.9933 MV KEY PLAN Drawn By _ Checked By TA EXISTING CONDITION AND DEMOLITION PLAN A A -) z r F 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Carmel Special`\ Surgery Center Tenant Improvement Meridian Crossing First Floor 11590 N Meridian Street Carmel, IN 46032 923 NE Woods Chapel Road, Suite 550 Lee's Summit, MO v 866.700.3757 / f 866.760.3757 ISSUED FOR: Zoning Review 4/20/2012 TI Permit 5/7/2012 Site Improvements 5/23/2012 A \STFC10 PE 10000126 p I STATE OF Gastincle Walker Harden Architects 817 Wyandotte Kansas City, MO 64105 816 4218200 p 816 421 1262 f designwithinsight.com Electrical / Plumbing PKMR Engineers 8801 Ballentine, Suite 200 Overland Park, KS 66214 913.492.2400 / 2437 fax Mechanical Wiegmann Associates, Inc. 750 Fountain Lakes Blvd. St. Charles, MO 63301 314.409.3350 Structural Bob D. Campbell & Co. 4338 Belleview Kansas City, MO 64111 816.531.4144 Civil Cripe Architects + Engineers 3939 Priority Way South Drive, Suite 400 Indianapolis, IN 46240 317.844.6777 Landscape Vive Exterior Design 15325 Herriman Blvd. Noblesville, IN 46060 317.773.9933 MV KEY PLAN Drawn By _ Checked By TA EXISTING CONDITION AND DEMOLITION PLAN