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HomeMy WebLinkAboutC2.0-SITE-PLAN-Rev.0SITE LAYOUT NOTES 1. ALL CONSTRUCTION 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. THE 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 ELEVATIONS 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 AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE 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. ALL 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 OWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. S. 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 BE 9• WIDE BY 18• DEEP UNLESS OTHERWISE SPECIFIED. TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC. DATED 05/24/2018; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS 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. LOT 1, BLOCK 11 CARMEL SCIENCE AND TECHNOLOGY PARK INST. #9109164 TECHNOLOGY CENTER ASSOCIATES II, LLC INST. #9846458 911•z•7.7010192 THIS LOT UES ENTIRELY IN ROOD HAZARD ZONE "X" AS SCALED FROM THE ROOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL, COMMUNITY NUMBER 180081, MAP NUMBER 18057CO209 G, PANEL NUMBER 0209 ON DATED NOVEMBER 19, 2014. REFERENCE NFIP FIRM MAP t. 18057CO209 G EFFECTIVE DATE: NOVEMBER 19, 2014 �1.1i- �dianas� UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERFERE WITH RELEASED FOR CONSTRUCTION OWN ON Subject to compliance with all regulations of State and I Deal Norm ee City of Camel ((�� yVT`�tanrklaAXL DATE: \\ 03/27/19 LOT 3 LOTS 2, 3,4 AND 5 OF BLOCK 11 CARMEL SCIENCE AND TECHNOLOGY PARK PC 4, SLIDE 349 CITY OF CARMEL, INDIANA / INST. #2017-44186 / rancc_ueTru / BMP EASEMENT N 881_E fO.W r CONSTRUCTION LIMITS 20' B.S.L Cs I ao 1 O � � 1 Ei �_----------------- CONTRACTOR NOTE NOEARTH DISTURBING ACTIVITY AY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. a OH Am LIM it '01F4 �L .. 1 REMOVE/REPLACE EXISTING GOING.SIDEWALK REVISION RECORD REV DATE DESCRIPTION DES BY APR BY 1 07/27/18 REVISIONS PER T.A.C. COMMENTS EAG EAG 2 109/19/181 REVISED GREENSPACE CALCULATION I EAG FAG --� -----------_--_— 4 4 Near \ `------- / NORTH 20 0 10 20 CONSTRUCTION LIMITS (IN FEET ) 1 inch = 20 ft. C 9• D G, () M' PROPOSED BUILDING Y 111851 S.F. (GROSS) ,V 2.43 ACRES ON F.F.E. = 845.70 (10) s � (10) r N' LOT m LOTS 2, 3,4 AND 5 OF BLOCK 11 m CARMEL SCIENCE AND TECHNOLOGY PARK d PC 4, SLIDE 349 I SHRIMANGESHI II, LLC I INST, #2007-30894 I I I 50' B.S.L CONSTRUCTION LIMITS I ♦ 59.68' ---- -- ----------------------------- -- H—sn rns„�'�--awe—armor—Mr—iu I �30' UTILITY EASEMENT & REAR YARD SETBACK I I LENOX TRACE, PHASE III INST. #94-15876 E71 S 881 W 333.43' mum LENOX TRACE, PHASE VIII INST. #95-35286 50' B.SL f REGULATED DRAIN EASEMENT ❑E z 0 0 CD LIT m LEGEND: PROPERTY BOUNDARY RIGHT-OF-WAY BUILDING SETBACK — EASEMENT LIMITS OF DISTURBANCE IN PROPOSED CONCRETE PROPOSED LIGHT -DUTY ASPHALT PAVEMENT SEE DETAIL 03/C1O.O PROPOSED HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL 02/C1O.O DECORATIVE STAMPED CONCRETE (T.B.D. BY OWNER) DEVELOPMENT SUMMARY PROPOSED BUILDING = 11,851 G.S.F.± TOTAL SITE AREA = 2.43 AC+/ - CURRENT ZONING = M-3 (MANUFACTURING DISTRICT) GREENSPACE AREA = 56.4 % (59,728 / 105,851) TOTAL DISTURBED AREA = 87,402 SF ± = 2.0 Ac +/- ANTICIPATED CONSTRUCTION START/COMPLETION DATE OCTOBER 1, 20181 NOVEMBER, 2019 TOTAL PARKING SPACES = 82 TOTAL PARKING SPACES REQ'D = 44 11 SPACE / 250 SF) PLAN NOTES: CA CONCRETE PAVEMENT. SEE DETAIL 01/C1O.O. O CONCRETE WALK. REFER TO CARMEL STD. DWG. 10-18 ON SHEET C10.0 NOTE © COMBINED CONCRETE CURB & WALK. SEE DETAIL 04/C10.0. QD INSTALL NEW STRAIGHT CONC. CURB. SEE DETAIL 11/C10.0. REFER TO ARCHITECTURAL & Q PRECAST CONCRETE WHEEL STOP (QTY. 4). SEE DETAIL 09/C1O.O. FOUNDATION PLANS FOR ALL QF TYPICAL PARKING SPACE MARKING. SEE DETAIL 05/C1O.0. BUILDING DIMENSIONS' © HANDICAP SIGNAGE. SEE DETAIL 06 & 07/C10.0 O 2—FOOT CONC. DEPRESSED CURB & GUTTER. REFER TO CARMEL STD. DWG. 10-23 ON SHEET C10.0 OINSTALL INDOT "ONE WAY" SIDEWALK CURB RAMP J SEE INDOT SM. DWG. DETAIL E-604—SWCR-06 ON SHEET C10.0. OINSTALL INDOT SIDEWALK "PARALLEL CURB RAMP" SEE INDOT STD. DWG. DETAIL E-604—SWCR-08 ON SHEET C10.0. OINSTALL INDOT SIDEWALK "PERPENDICULAR CURB RAMP" SEE INDOT STD. DWG. DETAIL E-604—SWCR-02 ON SHEET C10.0. OM BICYCLE RACKS (CITY. 4). SEE DETAIL 15/010.0 0 DECORATIVE CONCRETE (T.B.D. BY OWNER) © INSTALL A.D.A. COMPLIANT HANDICAP RAMP OT TRASH DUMPSTER ENCLOSURE. SEE DETAIL 01/C10.3. (INSTALL BOLLARDS AS NEEDED) HANDICAP RAMP NOTE SIDEWALK NOTE ALL HANDICAP RAMPS CONSTRUCTED ALL SIDEWALKS CONSTRUCTED WITHIN THE WITHIN THE PUBLIC RIGHT-OF-WAY SHALL PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH COMPLY WITH STANDARD I.N.D.O.T. DETAILS. STANDARD CITY OF CARMEL DETAILS. CARMEL ENGINEERING DEPT. NOTE ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE 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 THE EXISTING AND PROPOSED RIGHT-OF-WAY. OWNER: DERMATOLOGY, INC. 3755 EAST 62nE STREET, SUITE 75 INDIANAPOLIS. IN 46240 A AMY SUMMERS 317� (410-0056 ENGINEER: CIVIL SITE GROUP, INC. 160 WEST CARMEL DRIVE SUITE 240 CARMEL, INDIANA 46032 (317) 810-1677 SURVEYOR: SEA GROUP, LLC. 494 GRADLE DRIVE CARMEL, INDIANA 46032 (317) 844-3333 ARCHITECT: ENVIROSPACE, INC. ATTN: CANDACE BERGER 645 BLOOR LANE ZIONSVILLE. IN 46077 (317) 873-9950 UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OR THE PROPOSED RIGHT-OF-WAY LINE. PAVEMENT NOTE ALL JOINTS BETWEEN EXISTING AND NEW PAVEMENT TO BE FILLED WITH HOT POURED RUBBER JOI VT SEALER PRODUCT. HOT POURED RUBBER JOINT SEALER SHALL BE ONE OF THE FOLLOWING (OR APPROVED EQUAL): • ROADSAVER221; CRAFCO INC. • PRODUCT #9905 or #9030; KOCH MATERIAL COMPANY • SEALTIGHT HI -SPEC; W.R. MEADOWS, INC. U In L 0 W O p QI o Z O�z Z< Hz a=Mx Q CA c) 'n LLo 00 C) a O c _ Q E Lo Ln z E y (>7 3 h v = O M 0 V� a GLE/SS4� :�� �•�G\STEq�ti(CPi N9 .o ;• STATE OF 62� 0s,�_ DATE: 07/20/2018 DWN BY: KPB CHKD. BY: EAG SCALE: 1" = 20' DATE: 07 20 18 N co xC) a� �z U0 ~w� Z 0W U a V I W _J U) "-1L) NWF Qa0 ¢ Q! OW I~ 1� OIn N PROJECT NUMBER T)ER.001 DRAWING NUMBER CM SHEET 3 OF 15