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HomeMy WebLinkAboutCivil Plans 4.8.19 610 91 8 MAIN STREET N69.06a51 2664,58' 55 S3 P5 S2 H, P i H10 I �_ \ H10 H9 y •�� 26' aB'. N8900643"E 199.96' 2.1' Tall -: — — — U.E._: — — — 1.0' W. I D P4 5' �3 Story Apartment skirt PROPOSED BUILDING GFA=11,350 H, FFE=87120 H3 P COMM. CONNECTION ELECTRICMETER GAS ELECTROMETER _ METER WATER METER H10 Ht0 n HT H6 H9 HT H] 49 H] ? No o J 1 w I. a . n ' e a W 00Pro — � � H9 FIC INTO H3 45 ED i W O — I ❑ /L✓�/1s J CL CL CV 1 � � �� TVP S4 �-� � � F� HOLJ 9 J N 1 J. 3a TYP Z 55 p p�HAN P1 �1Te I a m H1 14 II II z - 14 P6 5 HS P4 TYP. S4 ° AL dsi P, ,a •< —III a(Et /A, P3 10 IT �F I 9 NS °0643'E252.S4 10 U.E —fi —r M II lr i —I—i m — —I — A A 4 A a� EDWARD ROSE Keystone Block Wall 0. DEVELOPMENT CARMEL On Line Lou ne± INST. #2015043983 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes CiityDG�F Canned �VT�V1�0*tiYWM<_ — DATE: \\ 06/17/19 8 APT. BUILUIN6 104 LOT 103 r M 5 N. Line SE 1/4 Sec. 26—T18N—R3E ,11 III I 0 AS a 0 BSLAs I As EXISTING FIRE HYDRANT 6 5 B II EXISTINGI FIRE HYDRANT �ryryryry � Id III III III III � I IIyq III d"E 116.40' 4 3 2 SITE PLAN NOTES SITE PLAN GENERAL NOTES PAVEMENT L THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR W V VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE NN P1 STANDARD DUTY ASPHALT PAVING RESPECTIVE CITY,COUNTY, AND STATE AGENCIES PRIOR TO STARTING 3 HDZ VEc P2 O CONSTRUCTION. '> ~ RIGHT-OF-WAY CONCRETE 2. ALL QUANTITIES GIVEN ON THESE PRINTS VERBALLY OR IN THE SCOPE 4 P3 STANDARD DUTY CONCRETE WITH ICHAMFERED CORNERS O F WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. E c OC CD Pa STORM INLET WITH CONCRETE APRON SHOWN ON SHEET 0302 'ND d'n d & OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA) 0 of \C 'n0 N P5 MATCH EXISTING PAVEMENT STANDARDS FOR EXCAVATIONS: FINAL RULE 29 CFR PART 1926, SUBPART "P'APPUES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN G 3 ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE ZEF c d h d HARDSCAPE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED ,O IF = PROFESSIONAL ENGINES R. `y OHr,.L --- Y H1 AIG 6•STRHT CURB O v , .I- CD =, IT4. SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR OF EF, H2 PROPOSED PATIO TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. H3 INTEGRAL WALK AND CURB 5. TEMPO RARY THAT FIG CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. H4 MATCH EXISTING CURB 8. ARE SHOWN FOR BEARINGS DIMENSIRECORD AND RATION CE H5 TAPER CURB WITHIN FEET VEYSAND FLATS FO ONLY. SEE RECORD SURVEVSAND PLATS FOR EXACT INFORMATION. SURVEYS m H6 CONCRETE PARKING BARRIER T. THE ENGINEER ANDIOR OWNER DISCLAIM ANY ROLE IN THE .m j WI CONSTRUCTION MEANS AND METHODS ASSOCIATED TH THE PROJECT. M CONCRETE SIDEWALK C c 8. BASED ON FACE OF CURB OR BACK OF ROLL CURB HB MULTI USE PATH OALL R OR FACE OF BWLDING. DIN BUILDING. rTl Hay ED a) b H9 ACCESSIBLE RAMP 9. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING 11 W W DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING > i H10 PAVEMENT FLUSH WITH SIDEWALK FROM THESE PLANS. W (� Ai H11 EXISTING TRANSFORMER PAD LOCATION 10, COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF ED Co. APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS IH DO H1 CURBTURNOUT REQUIRED. 0 y V 1ZB 11 FIELD VERIFY EXISTING CURBS AN D TAPER PROMISED VERTICAL CURBS ] ACCESSORIES TO MATCH WITH IN A MIN OF THREE(3)FEET. ■■■ z 0)Cm D J Al O BOLLARD 1Z AC EOURT DIMENSION ADJUSTMENT AREA BASED ON C UALF IONS LAYOUT ACTUAL FIELD IAVOUT COORDINATES. J m OBIKE RACK 13. THE CONTRACTOR SHALL VERIFVALL DIMENSIONS IN THE FIELD PRIOR TO O DUMPSTER ENCLOSURE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN O GROUNDSIGN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY B OMASONRY SCREEN WALL. REFER TO DETAIL ON SHEET C201 14 PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING o m O HANDRAIL ON BOTH SIDES OF RAMP AREASASNECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT. THE EXISTING EDGE OF PAVEMENT SHALL BE FREE Zm�rc 5rc c10 OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT LL SIGNAGE & MARKINGS SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS 3C WHERE NEW ASPHALT PAVEM ENT IS IN DICATE D TO JOIN EXISTING. S1 ACCESSIBLE PARKING SPACE 15. RESURFACE OR RECONSTRUCT AT LEAST TO BRIG NAL CON DITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED rcrcrcrcrc 32 STOP SIGN DORI NO CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, G mmm GGG SUBCONTRACTORS. OR SUPPLIERS AFTER CONSTRUCTION WORK IS 33 PEDESTRIAN CROSSWALK COMPLETE. n _ R sa 4' PAINTED WHITE SOLD LINES (TYP) 16. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY _ m e $ CORNER MONUMENTS DURING CONSTRUCTION. S5 4- PAINTED WHITE SOLID LINE ISLAND 17. REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. 18. REFER TO SHEET C20I FOR SITE PLAN DETAILS UNLESS OTHERWISE i l2 NOTED. f t2 W Z w ca WILDING AREA =11,3W SF 'ERCENT IMPERVIOUS - 83 0 ZONING = TOO FRONT YARD BSL REQUIRED =10 FT.4 FT REAR YARD EST REQUIRED = 5 FT SIDE YARD BSL REQUIRED =4 FT BARKING REQUIRED PARKING REQUIRED ENT PER SF PARKING REQUIRED 29 SPACES PARKING DIMENSIONSWINGPROVID B-6L f0'X18' BIKE PARKING PROVIDED=fi LOOPS BARKING PROVIDED'. STANDARD SPACES 4 a -ADA 81 -TOTALSPACES SPACES SITE PLAN LEGEND UTILITIES PAVEMENT Q FIREDEPTHOOKUP ORNAMENTAL LIGHT STANDARD DUTY ASPHALT C FIRE HYDRANT STREETLIGHT z L^J POST INDICATOR VALVE EIC PARKING LOT LIGHT U HEAD) w © CHILLED WATER MANHOLE WeE PARKING LOT LIGHT n HEAD) CONCRETE PAVEMENT � 3 (] WATER MANHOLE e�ii®® PARKING LOT LIGHT I3 HEAD) Q Ed SPRINKLER CONTROL BOX ® PARKING LOT LIGHT (4 HEAD) LINE TYPES U E H SPRINKLER CONTROL VALVE Idl® RIGHT OF WAY LINE 2/ COMMUNICATIONS UNCTION BOX Z q ' SPRINKLER © FENCE Q o COMMUNICATIONS MANHOLE A SPIGOT GUARDRAIL `« COMMUNICATIONS PEDESTAL Q WELLHEAD ® COMMUNICATIONS RISER BUILDING SETBACK LINE Q U WATER METER TRAFFIC SIGNAL POLE BOUNDARY LINE Z WATERVALVE ® TRAFFIC SIGNAL SECTION LINE < Is O GAS METER an, STORM CLEANOUT of IAS GAS VALVE 0 BEEHIVE INLET ABBREVIATIONS (D ELECTRIC MANHOLE 0 CURB INLET ROW RIGHT OF WAY 5 0 REAL BUILDING SETBACK LINE ^ li © ELECTRIC OUTLET 0 FLOOR BRAIN ESMT EASEMENT Ed ELECTRIC METER 0 ROUND INLET D.&J.E. DRAINAGE AND UTILITY EASEM-\T z 7 ® ELECTRICAL RISER ElSQUARE INLET THE FINISH FLOOR ELEVATION O c ® TRANSFORMER (2) STORM MANHOLEIS O GUYANCHOR Q) DOWNSPOUT ELECTRIC JUNCTION BOX uns SANITARY SEWER CLEANOUT N , w m GENERATOR ® LIFT STATION w , C 0 r W UTILITY POLE ® SANITARY SEWER MANHOLE I. UTILITY POLE W/TRANSFORMER 5,96 SANITARY STUB MARKER W ' � E - N � n OTHER Know what's below. SIGN BHEET vo. Call before you dig A 00 Wilhin Indiana Lell 'L) A DOLLARD S 811 or 800-382-5544 1p PARKING WHEEL STOP SCALE_ 1 " 20' m ° non ' GETS v Kok p ACCESSIBLE SPACE PROJECT NO. vm cuiNonniuc THE ol°JDTER`SAO'ND W 1$.0605 12 PARKING COUNT 0 10 20 40`DAYSS �oEE OOMMENcncwovn0 3 2