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HomeMy WebLinkAboutCivil Plans 4.18.19 6E W Do � W U Z W O C O W N Z 10 3 Story , Aportmen Bld P, 9 110 N i9 P2 e 25' • E H3 P4 P 5 TYP, 16' 1 25 H, H3 8 8 ] MAIN STREET N89'O6'45i: 2664.55' H4 \ T � 444 4 \ H10He — I a .�•� ate' ��.� PROPOSED BUILDING METER GFA=11,350 FFE=871.20 I 1601 ® .. CIE i �il �O , - I _� ■��`�3\�1 � � 1wI� I NI��1� B 8 8 8 5 8 H6 9 I SET1� v TVA. TVA. S P1 S5 - O SS % a Ht P4 1 Y —Jr° IIIIP IT 18' 28 ]81' 8J8' ® ,. 126' III x"' A4 H5 14 Al Al Pa TYP sa H11 P3 Pt —III 26 8 P1 4l. AB - I i HE _ A3 UT w�I 1 N899641,' .; -III IIF -7 T ,� __-_� ___ _ T III III III --:_-__'_-- __'__. EDWARD ROSE Keystone Block DEVELOPMENT CARMEL Wall 0i Tall On Uri INST. #2015043983 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City Ed Camped �VT�BJt�B*tiYWML — DATE: \\ 06/17/19 6 5 N. Line SE 1/4 Sec. 26—T1811 — 5J I Ht are 104 LOT 103 6 i FIRE HYDRANT 5 4 IIIr EXISTINGIFIRE HYDRANT vto A$I III 111 111 111 III III III I� 9"E 116.40' 4 3 1 SITE PLAN NOTES PAVEMENT P, STANDARD DUTYASPHALT PAVING P2 RIGHT-OF-WAVCONCRETE P3 STANDARD DUTY CONCRETE WITH ICHAMFERED CORNERS 8STORM INLETWITH CONCRETE APRON SHOWN ON SHEET C3 8 6 MATCH EXISTING PAVEMENT P6 CONCRETE APRON FOR SANITARY MANHOLE OR CLEANOUT HARDSCAPE 8 6- CURB AND GUTTER OPROPOSED PATIO OINTEGRAL WALK AND CURB OMATCH EXISTING CURB OTAPER CURB WITHIN 3 FEET OCONCRETE PARKING BARRIER OCONCRETE SIDEWALK ODEPRESSED CURB OACCESSIBLE RAMP 10 PAVEMENT FLUSH WITH SIDEWALK 11 TRANSFORMER PAD LOCATION 12 CURB TURNOUT ACCESSORIES Al BOLLARD OBIKE RACK ODUMPSTER ENCLOSURE A4 LIGHT POLE AND BASE OMASONRY SCREEN WALL. REFER TO DETAIL ON SHEET C201 A6 HANDRAIL ON BOTH SIDES OF RAMP SIGNAGE & MARKINGS St ACCESSIBLE PARKING SPACE WITH SIGN STOP SIGN O OPEDESTRIAN CROSSWALK O4' PAINTED WHITE SOLID LINES (TYPE) O4' PAINTED WHITE SOLID LINE ISLAND ODIRECTIONAL PAINTED ARROW 1 SITE PLAN GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE m N C RESPECTIVE Gil COUNTY. AND STATE AGENCIES PRIOR TO STARTING ?, z CONSTRUCTION. > O 2. QUANTITIES ON THE SCOPE VERBALLYBECONFIRMED Q m H OF ESTIMATES ANDS, RKSECTION R ESTIMATES AND SHALL BE CONFIRMED BY THE OFDINGCO v :a CONTRACTORS. BIDDING CONTRACTORS. ^ O d 3. OCCUPATIONAL SAFETYAND HEALTH ADMINISTRATION (OSHA) p y b O STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART ME. SUBPART U Z a 'P- APPLIES TOALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN a b N 1n 3 ADDITION, EXCAVATION EXCEEDING TWENTY(20) FEET IN DEPTH REQUIRE 'z, m q V v, O THE DESIGN OFATRENCH SAFETYSYSTEM BVA REGISTERED PROFESSIONAL ENGINEER. On ._ d. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QU ITV CONTROL THROLGHWT THIS PROJECT. 5, TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6. BEARINGS,DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PUTS FOR EXACT INFORMATION. Z i. THE OMER IN w� CONSTRLCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. CONSTRUCTION MEAN AND METHODSMANVROED WITH L1-1 8 o 8. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB C = = OR FACE OF BUILDING. LLl 9. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING T1 — L DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKEBUILDING I—\ .) i FROM THESE PLANS. W Q , 10. COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF O. APPLICABLE VERIFY EXTENT OF ADJOINING WORKAND COORDINATE AS I� s REQUIRED. U — Go 11. FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBSiz j TO MATCH WITHIN A MIN, OF THREE (3) FEET ■■■ U) O J 12. ADUALFIIXD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. LAYOUT COORDINATES. W y 13. 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. 5 14. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING $ =' o AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS oo 3 3 ca EXISTING PAVEMENT. THE EXISTING EDGE OF PAVEMENT SHALL BE FREE zm S CM rc c� OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT o3 p 3 w SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS '0 3 X o0 WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. o 0 V 15. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED m¢¢a pp DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS R $ R ¢ R $ R COMPLETE. wIII, A6 In N AB- `aon c o n o $ $ $ RE o =d o 16. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17. REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. 18. REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE IN Ftj NOTED. Oo BUILDING AREA 11.350 SF PERCENT IMPERVIOUS=83% TONING PLO FRONTYARD BSL REQUIRED =10 FT, d FT REAR YARD BSL REQUIRED = 5 FT SIDE YARD BSL REGUIRED = 4 FT BARKING REQUIRED. PARKING REQUIREMENT:1 PER d00 SF PARKING REGUIRED = 29 SPACES DARNING DIMENSIONS=9'x 10'X18 BIKE PARKING PROVIDED- 6 LOOPS PARKING PROVIDED: 77 ]]-STANDARDSPACES d-AOASPACES 81 -TOTAL SPACES SITE PLAN LEGEND UTILITIES PAVEMENT FIRE DEPT HOOKUP " ORNAMENTAL LIGHT STANDARD DUTY ASPHALT V FIRE HYDRANT) STREETLIGHT 11 POST INDICATOR VALVE ed PARKING LOT LIGHT T HEAD) © CHILLED WATER MANHOLE PARKING LOT LIGHT(2 HEAD) CONCRETE PAVEMENT QQ WATER MANHOLE PARKING LOT LIGHT (3 HEAD) ® SPRINKLER CONTROL BOX PARKING LOT LIGHT (4 HEAD) LINE TYPES N SPRINKLER CONTROLVALVE Ill)COMMUNICATIONS JUNCTION BOX --- RIGHT OF WAY LINE SPRINKLER 000MMUNICATIONS MANHOLE X X X FENCE 6 SPIGOT © COMMUNICATIONS PEDESTAL GUARDRAIL I! WELLHEAD ® COMMUNICATIONS RISER BUILDING SETBACK LINE ®' WATERMETER F TRAFFIC SIGNAL POLE BOUNDARY LINE WATERVALVE TRAFFIC SIGNAL SECTION LINE GAS METER STORM CLEANOUT ABBREVIATIONS RIB]GAS VALVE BEEHIVE INLET © ELECTRIC MANHOLE O CURB INLET ROW RIGHTOFWAY BSL BUILDING SETBACK LINE © ELECTRIC OU TLET FLOOR DRAIN ESMT EASEMENT ELECTRIC METER • ROUND INLET D.&U.E. DRAINAGE AND UTILITY EASEMENT FEE FINISH FLOOR ELEVATION ® ELECTRICAL RISER 8 SQUAREINLET ® TRANSFORMER Q STORM MANHOLE GUYANCHOR ® DOWNSPOUT N , ELECTRIC JUNCTION BOX III SANITARY SEWER CLEANOUT , m GENERATOR ® LIFTSTATON fY UTILITY POLE UTILITY POLE W/TRANSFORMER ® ' SANITARY SEWER MANHOLE SANITARY STUB MARKER W 1'� E Know what's below. OTHER C811 before you dic i SIGN Within Indiano Cal/ BOLLARD S 811 or 800-382-5564 PARKING WHEEL STOP SCALE: 1" = 20' 1/ noMrs a cay. 3 oop a we:k JI ACCESSIBLE SPACE PER INDIANA STATE p Too Q PARKING COUNT w;TROUT N TT.E TMoryTo wa FiNJ SERVICE 0 10 20 40 DARSBEFORE WORK, 3 7 1 PE11300279 STATE OF SCOTieuClcFxva I 0.1 i w i SHEET NO. C200 W 18.0605