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HomeMy WebLinkAboutC2.0 - 190201TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN]ON TOPOGRAPHIC SURVEY, DATED 7/22/15 (JOB #: 836081) PREPARED BY SURVEYING, INC. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOTHESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. 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. II I A A I 25 J F I G 9, 91 err IN 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. HANDICAP RAMP NOTE ALL HANDICAP RAMPS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD I.N.D.O.T. DETAILS. PROPOSED GYM & / LEARNING CENTER 139000± S.F. 5' � \ I F.F. . = 755\70 I (NAV 8 DATOM) I REFERTO I ARCHITECTURAL PLANS \ FOR BLDG. DIMENSIONS \ I I m i I\\ Up^\ WFWO. \ Oy \ / I ZU \ m a \ Q 3 YOf ow \ y� \ zo \lo \ I Wy U \ I \ Rime W OCIO NO PARKING FIRE LANE Ir @ k9v� 181I 1 1 iA 0 \ 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 ANY EXISTING UTILITY INFORMATION NOT SHOWN ON THESE PLANS. BUILDING NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. SIDEWALK NOTE NOTE WALKS CONSTRUCTED WITHIN THECONTRACTOR FALLSIDE LIC RIGHT-OF-WAY SHALL COMPLY WITH NO EARTH DISTURBING ACTIVITY MAY COMMENCE NDARD CITY OF CARMEL DETAILS. WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. GRASS GRASS TBM048 #5G O 1 BRASS PLUFOUND ELEV. 754.86' DEDICATION OF PUBLIC RIGHT OF WAY PER = INSTRUMENT No. 2015001386 - - Y ASPHALT- I BRASS PLUG ED. "S&A FIRM" Equality Blvd. O I GRASS GRASS P.O.B. o UT-SII UT CONIC. CONC. N 86054'50" D G CONIC. GRASS 1 GRASS GRASS" EXISTING BICYCLE RACKS C NC (QTY. 2,4 SPACES) ^ PER CARMEL UDO 5.29 PK-02.8 ---- 5`- EXISTING SCHOOL BUILDING F.F.E. = 755.70 INCVD90DARIM FIELD LOCATED (7-20-15) THE PLAY SCHOOL AT LEGACY, INC INSTRUMENT No. 2014022494 2.01 ACRES± 5 ( EXISTING PL GROUND ASS k .I \ \\ GRASS I PX_ EXISTING PLAYGROUND FENCE a .F.E. = 755.70' GRASS EXISTING SCHOOL BUILDING F.F.E. = 755.70 , VDWDATU) i_011110 MISSION 7�������� ---------ter\- e -- - - - - - - -__ --___ +====752=====---------------------------------------------- A - _ - - _ - - - _-______ 750- -____ __- ___ _-___ _____ ------ - -�-------L----- --- --------------- ---------------------------- ------------- 46-------------------------------------746-----___- `-'------* EXISTING STORM WATE� RELEASED FOR CONSTRUCTION I SWALE /DETENTION Subject to compliance will all regulations ----------------------- -_---------------- -- [j 4� of dale and local fnMs ----- --- TSB City of Conned (\�� �VT�1�6*tiYWML DATE: \ 06/17/19 m 0 m O A �< O Cl) c �I � D Z z m O � � D � m Z T1 _I GG O DO C ml Z �o c� 0 J Z � TDI Yo vc-1 n m p W OI 14 I I I I REVISION RECORD DATE DESCRIPTION DES BY APP BY I/08/18 REV. PER INITIAL TAC REVIEW COMMENTS KPB BSC /12/181 BUILDING & EQUALITY BLVD. SIDEWALKS BSC BSC ?/01/191 REVISIONS PER ARCHITECT BSC BSC LEGEND: PROPERTY BOUNDARY LIMITS OF DISTURBANCE = 1.7± ACRES 0 - ROAD CENTERUNE PROPOSED RIGHT-OF-WAY PAVEMENT PER LEGACY STANDARD STREET DETAILS TO BE CONSTRUCTED BY LEGACY DEVELOPER NORTH PROPOSED CONCRETE PAVEMENT 20 0 10 20 +' SEE DETAIL O1/C7.0 .. PROPOSED CONCRETE SIDEWALK PAVEMENT ( IN FEET ) 1 inch = 20ff. PROPOSED PAINTED DIAGONAL STRIPED ISLAND LIGHT DUTY 0 IL ASPHALT PAVEMENT -SEE DETAIL SY 1" - 110//HMA BITUMINOUS SURFACE AIL ON 2" 220x/SYD. HMA BITUMINOUS INTERMEDIATE 19.Omm ON 6" COMPACTED AGGREGATE #53 BASE ON ENGR. APPROVED GEOGRID** ON COMPACTED SUBGRADE OR TREATED SUBGRADE. ** DESIGNATES CONSTRUCTION ALTERNATE I 1" - 1 DUTY ASPHALT PAVEMENT - SEE DETAIL 02/N 1" - 30{M/SYO. HMA BITUMINOUS SURFACE LATE 1 ON 3" - 330C/SYD. HMA BITUMINOUS INTERMEDIATE ON 8" COMPACTED AGGREGATE #'S} BASE ON ENGR. APPROVED ED I GEOGTE COMPACTED SUBGRADE OR TREATED SUBGRADE. I ** DESIGNATES CONSTRUCTION ALTERNATE IPLAN NOTES: AO 6-INCH STRAIGHT CONC. CURB. REFER TO CARMEL STD. DWG. 10-16 I O COMBINED CURB & WALK. SEE DETAIL 04/C7.0 Q 2-FOOT CONIC. COMBINED CURB & GUTTER. REFER TO CARMEL STD. DWG. 10-15 ON SHEET C7.1 I O CONCRETE WALK. REFER TO CARMEL STD. DWG. 10-18 2-FOOT CONC. DEPRESSED CURB & GUTTER. REFER TO CARMEL STD. DWG. 10-23 ® INSTALL 24" DEEP DETECTABLE WARNING PATTERN PER ADA 4.29.2. SEE DETAIL 20/C7.0 Q TYPICAL PARKING SPACE MARKING. SEE DETAIL OB/CTO I © TRAFFIC SIGNAGE. SEE DETAIL 15 & 16/C7.0 OHO INSTALL INDOT ONE WAY" SIDEWALK CURB RAMP. SEE INDOT STD. DWG. DETAIL E-604-SWCR-06 ON SHEET C7.1 0 O PRECAST CONIC. WHEEL STOP (QTY. 2). SEE DETAIL 09/C7.0 O INSTALL INDOT "PARALLEL" SIDEWALK CURB RAMP. SEE INDOT STD. DWG. DETAIL E-604-SWCR-08 ON SHEET C7.1 C I O NEW TRASH ENCLOSURE. REFER TO ARCH. PLANS 3 I � IC7 0 z N Anil �3SI ocp 00 o a DI I I I I I / I BRASS PLUG FD' "S&A FIR I TBM05295 I BR SS PLUG FOUND E EV. = 753.11' I I I I 5 O I 1 ST ST i S' DEVELOPMENT SUMMARY PROPOSED BUILDING = 13,000 G.S.F± TOTAL SITE AREA = 2.0 AC+/ - CURRENT ZONING = PUD GREENSPACE AREA =29% (25,691 /87,345) TOTAL DISTURBED AREA = 72,311 SF ± = 1.7 Ac +/- ANTICIPATED CONSTRUCTION START/COMPLETION DATE NOVEMBER, 2018/JULY, 2019 TOTAL PARKING SPACES = 87 (INCLUDES STREET SPACES) TOTAL PARKING SPACES REQ'D = 59 (1 SPACE/EMPLOYEE + 1 SPACE/6 STUDENTS) SITE 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 WTH 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 OTHERWSE 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. 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 BE 9' WIDE BY 18' DEEP UNLESS OTHERWISE SPECIFIED. 0 U U n Z IL Hti o 0 t7 QC) - A3 W Oj 00 yUQ ZV0 O0 Wll `L M z 0 � a U) U? c n (� LOla 0 O r ° aLnM O lWE-o I• o TS W z W x E" Vo IL J`�VPN'S aCR ��0. gSTfq:!" ``OO ' i No " PE10910647 : of q :* STATE OF :,4Q Iqe;% I AMP.'aV"C� 41881111111110//�',,,,, El• (- DATE 06/22/2018 DWN BY: KPB CHKD.BY: BSC SCALE: 110 = 2C DATE: 06 22 18 0 a C1�0 >�/ 1^ W UQ� Z W�Q a ��z W �UW /� O � � VL O�U U��~ 1� a PROJECT NUMBER TPS.007 DRAWING NUMBER C2.0 SHEET 3 OF 16