The URL can be used to link to this page

Home My WebLink AboutC2.0 Site PlanN89 027'30 "E ■ee ®rr ■ ®■■■ see ®■■■ ®■■a�■��u MONUMENT SET 175.00' ■ 15' DRAINAGE AND 21' y y concrete sidewalk s I , ■ � � I t ! ,�C�I \ i I ■ i� O O MONUMENT SET ■ good co dition surfagey {IjI I I I U n h 5' 8 �s S E n a$ a m LL 'VAN ACCESSIBLE" -/ H.C. PARKING SIGN I 25' INGRESS AND EGRESS EASEMENT INSTR. 87 -29556 ■■■ S893U'W wee■ 175.00' TWO STORY APARTMENT BUILDING BRICK AND VINYL SIDING I _J good condition surface `} 1 - -`"; OATTeFIBER OPTIC POST 30' � � t 41.33' �t t \ i PROPOSED BUILDING --' "''�' • S10 6'X10' GENERATOR PAD - ELEV. 840.10 I '; S 5'x5' STOOP r 5'x5' STOOP i � 'd " HANDRAIL 'r. ` t REQUIRED A S2 ' TWO STORY 4 STEPS @ 6" 4'Xx6 S7 I METAL SIDING BUILDING EACH WIHANDRAIL LANDING ` 4' RAMP @ 1:12 co r p MAX. SLOPE o N c- �- 0 Uj m S1 Imo/ z 25' 20' w �C N I U n VS1 CCUL �! to z C) I i, m � _ , 4 MATCH EXISTING ■ ROLL CURB I 1 I , t -- (BASKETBALL IGOAL POST I ■ % ■ I m a n - ■ ■ ■ ■ ■ ■ i I n I surface C ■TC �■ A of L"V VAT!' ■ t•/Lt•V!1 Z ww■Friiiii ■ ■� man I'nd good condition good condition surface ' i I� EI I surface C ■TC �■ A of L"V VAT!' ■ t•/Lt•V!1 Z GENERAL SITE NOTES Q KEY SITE PLAN DESCRIPTION LINE TYPE/ SYMBOL DETAIL REFERENCE S1 ROLL CURB AND GUTTER Z � CU� 1, THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN STRAIGHT CURB CU-8 $3 PROPOSEDSIGN U AC-2 64 CONCRETE STOOP OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING PA-4B S6 CONCRETE PARKING BUMPER CU -16 S7 STANDARD DUTY ASPHALT PAVEMENT SECTION Z PAAL CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL CONCRETE PAVEMENT SECTION .' PA -2 S9 ACCESSIBLE PARKING SPACE WITH SIGN AC- 1 +AC -2 S10 STONE PERIMETER STRIP PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER. AC- PARKING SPACE COUNT 10 2. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED BY THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK. 3. ALL ELEVATIONS SHOWN WITHIN. THESE PLANS ARE BASED UPON U.S.G.S. DATUM. 4. LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTS VISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE ENGINEER IN ADVANCE OF CONSTRUCTION. 5. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL PAY THE COST OF PROTECTION, RELOCATION, REMOVAL, CONNECTION, AND /OR RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK. 6. MATERIALS AND WORKMANSHIP SHALL COMPLY. WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. 7. TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. TYPE "C' LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS AND SIMILAR DEVICES IN USE AT NIGHT. SITE DEVELOPMENT PLAN NOTES 1. ALL DIMENSIONS SHOWN ARE MEASURED TO THE BACK OF CURB, UNLESS OTHERWISE SHOWN 2. ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN.. 3. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL .d UNLESS OTHERWISE SHOWN. •• p co 4. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED O O V• Z N PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 0 �IT 5. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS, W Q Z 6. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE Z Ul W H PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN. W W 7. SEE SHEETS C2.3 FOR DETAILS REFERENCED ON THIS SHEET. O 19 C a 8. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND V: O 0 a COMBINED WALKS /CURBS WHERE SHOWN AND AT INTERVALS NOTTOEXCEEDI2XTHEWIDTH z S pp OF THE WALK. C = n' = M 9. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC. m 10. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 X THE WIDTH OF THE WALK. 11. UNLESS OTHERWISE SHOWN, PERMANENT SIGNS SHALL BE MOUNTED ON SINGLE U- CHANNEL DRIVE POST DRIVEN 42 INCHES BELOW GRADE. THE BOTTOM EDGE OF THE SIGN SHALL BE 6 FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. C ■TC �■ A of L"V VAT!' ■ t•/Lt•V!1 NOTE: SEE EXISTING CONDITIONS PLAN FOR EXISTING SITE FEATURES LEGEND. BENCiffibARK DATA SITE BENCHMARK TBM #100: BENCH TIE SET IN SOUTH SIDE OF POWER POLE 4HM12225, LOCATED APPROXIMATELY 31 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE COMMUNITY BUILDING / BRIGHTHOUSE, ALSO BEING THE THIRD POWER POLE WEST OF THE EAST PROPERTY LINE. B.M. ELEVATION = 844.38 NGVD 1988 "HOLEY MOLEY' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA W c W It dM Q a• N W Cw NO G ONO O N >Zcn d{ a_LL 0 N C H � C y Eamv� S 1p'0 `� r .0 N 06M C3 ZZW- N n n v. N o ww rA Z Q Z Q KEY SITE PLAN DESCRIPTION LINE TYPE/ SYMBOL DETAIL REFERENCE S1 ROLL CURB AND GUTTER Z � CU� S2 STRAIGHT CURB CU-8 $3 PROPOSEDSIGN U AC-2 64 CONCRETE STOOP -,-�•• r1n =-I PA-4B S6 CONCRETE PARKING BUMPER CU -16 S7 STANDARD DUTY ASPHALT PAVEMENT SECTION Z PAAL S8 CONCRETE PAVEMENT SECTION .' PA -2 S9 ACCESSIBLE PARKING SPACE WITH SIGN AC- 1 +AC -2 S10 STONE PERIMETER STRIP AC- PARKING SPACE COUNT 10 NOTE: SEE EXISTING CONDITIONS PLAN FOR EXISTING SITE FEATURES LEGEND. BENCiffibARK DATA SITE BENCHMARK TBM #100: BENCH TIE SET IN SOUTH SIDE OF POWER POLE 4HM12225, LOCATED APPROXIMATELY 31 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE COMMUNITY BUILDING / BRIGHTHOUSE, ALSO BEING THE THIRD POWER POLE WEST OF THE EAST PROPERTY LINE. B.M. ELEVATION = 844.38 NGVD 1988 "HOLEY MOLEY' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA W c W It dM Q a• N W Cw NO G ONO O N >Zcn d{ a_LL 0 N C H � C y Eamv� S 1p'0 `� r .0 N 06M C3 ZZW- N n n v. N o ww rA Z Q A C< 1STER�:0�9 No. o? �' � PE9300391 1 Z STATE OF r V..'. � EMH& JOB NO. 2009 -0146 DATE: 02 -12 -2009 SCALE: 1" =10' SHEET No. r-4 m Z Q Z m z Z � O OZo � ° O U 0 0 0. N� lJ.. -,-�•• r1n =-I I— _02 . W Z = U 000 -1 Z LLI 0 00 U A C< 1STER�:0�9 No. o? �' � PE9300391 1 Z STATE OF r V..'. � EMH& JOB NO. 2009 -0146 DATE: 02 -12 -2009 SCALE: 1" =10' SHEET No. r-4 m