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Home My WebLink AboutTAC Submittal - G1.1SEE 1." SERIES DRAWINGS FOR WORK IN COURTYARD. 0 REFER TO SHEET OS FOR ENLARGED PLAYGROUND PLAN 0 Q SITE LAYOUT PLAN SCALE: l 40 40 80 0 NORTH 0 PARKING SPACES PROVIDED 17 BUS SPACES 154 DAY PARKING SPACES 148 6 HANDICAP SPACES) 45 ADDITIONAL EVENING PARKING SPACES 199 TOTAL AUTOMOBILE SPACES CAUTION SPACES THE LOCATION'S OF ALL EXISTING UNDERGROUND UTI SHOWN ON THE PUN ARE BASED UPON ABOVE MOM EVIDENCE (INCLUDING, BUT NOT LIMITED TO MANHOLES, PREYS, VALVES, AND MARKS MADE UPON TNC MIND BY OTHERS) AND AK SPECULATIVE M NAME. THERE MAY ALSO BE O1fWR EXISi1$O UNDERGROUND mums FOR WM1IcH TARE IS NO MANE GROUND EVIDENCE OR FOR WA41CH NO ABOVE GROUND EWDfNCE WAS Ol4SERVED. 11E EXACT LOCATIONS OF EXISTING UHDERGROUTO WRITES SHALL BE VERIFIED BY CONDUCTOR PAIIR 10 ANY AHD ALL CONSTRUCTION. 1- 800 382 -5544 WWTFWI INDIANA 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA GENERAL NOTES 1. CONTRACTOR IS RESPONSMLE FOR OBTAINING, OR VERIFYNG THAT AU. PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT IS THE CONTRAC1oRs RESPONSIBIUTY 10 ACQUAINT HIMSELF AIM SUBSOIL CONDITIONS PRIOR TO MDDIN0. 3. RE PLANS SHOW THE LOCAYKI4 OF UTILITIES LOCATED WNW THE LIMITS OF THE CONTRACT ACCORDING TO 'FORMATION PROVIDED BY THE VARIOUS UTILITY COMPANES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY 013SERVAITON OF ABOVE GROUND CONDII1O NSBY THE SURVEYOR. THE ACCURACY OF MS INFORMATION IS NOT GUARANTEED. 4. IT IS THE CONTRACTOR'S RESPONSELUTY 70 NOTBY AND COORDINATE CONSTRUCTION MATH AU. RESPECTIVE UTIInES. PRINTS, NINA D SHA S OVEN ON THESE E CON TEED BY TE BIDDING 1 ON S OF WORK SECTION ME MUTATES CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOVPI,POUTS, WATER LINES, GAS UNES, TRANSFORMER PAD OR P0. ETC.. 7. ALL PAVEMENT WT DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS, ETC., OR DAMAGE TD EXISTING PAVEMENT DURINC CONSTRUCTION SHALL BE PATCHED W1H A PAYMENT SECTION AHO1 MEETS OR EXCEEDS RE EXISTING SECTION. B. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS: FINAL RULE 29 CFR PART 1926, SUBP ART 'P" APPLIES 10 ALL EXCAVATIONS EXCEEDING FIVE (5) FEET P4 DEPTH. 9. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 10. AU. GRASS AND /OR LANDSCAPING DISTURBED BY *EN CONSTRUCTION SHALL BE RESTORED 10 ORIDNIAL OR BETTER 11. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER CR GAS VALVE BOXES SHALL BE ADJUSTED TO NEW FINS! GRADE ELEVATION. 12. CONSTRUCTION OF ALL SEIVER UNES AND STRUCTURES SHALL BY IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES AND REGULATIONS. 13. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE YdTH MECHANICAL JOINTS WITHIN 10' OF 114E WATER LJNE. THE WATER UNES SHALL BE INSTALLED ABOVE THE SEWER WHERE EVER POSSIBLE. 14. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' CANNOT BE MAINTAINED, Rif SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS. 15. WIERE WATER LINES AND SEWE�RS ROB yE SITTOS A N AD THE WATER UN MT CANNOT BE P PLACEDD AABOVE P OW WATER WORK GRADE 11LE IN PIPE WITH MECNANC JO�PLASU SDR SEWER IKE S ALL BE IVSTAI.I.ED O DIE SEWYR WHERE ER OSS THE WATER LINE WA LIDS I1L W �W� SEWER PARA�L A Id ARA A O p N D CIST 1 C ANNOT i tRI M NEER GAL AINW 5 35 Pre D, 6 JOINTS. 19. TEARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS 20. BEIUtINGS. DIMENSIONS. AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SI RECORD SURVEYS 21. A NY F TIDES ENCOUNTERED DURING EXCAVATION SMALL DE REPAIRED AND POSITIVE DRAINAGE PRESERVED.. 22. DO NOT STAKE BUILDING(S) FROM THESE PLANS, SEE ARCHITECTURAL 23. REFER TO "A` AND 'V SERIES ORAWOIGS FOR STOOP SIZES AND DETAILS. 24. RAGA NOT DIAENSOR ARE 5'. PLAN NOTES a 0 0 a 0 0 0 ra rn 15 m MONOLITHIC CURB/WALK AND PAVEMENT, REFER TO DETAIL 1 -G4.1. CONCRETE WALK REFER TO DETAIL 2 -64.1. CONCRETE Clilia REFER TO DETAIL 3 04.1. HANDICAP RAMP REFER TO DETAIL 4 -04.1. STANDARD DUTY ASPHALT PAVING REFER TO DETAIL 6 -04.1. HEAVY DUTY ASPHALT PAVING, REFER TO DETAR. 6 -G4.1. PAINTED HANDICAP SYMBOL (BLUE). REFER TO DETAIL 7 -04,1. 4" PAINTED STRIPE (WHITE). 4" PAINTED STRIPE O 3' ON CENTER (WNW). 4" PANTED STRIPE 0 3' ON CENTER (BLUE). 2' WDE PAINTED STOP BAR (11HI7E). 4" NIDE PAINTED BUS PARKING STRIPE (YELLOW). FLAG POLE REFER TO DETAIL 8 -04.1. 6" PIPE BOLLARD REFER TO DETAIL 9 -04.1. ME(YIANICAL EQUIPMENT AND SCREEN WALL. REFER TO "A'', •r, 'TIN`. dt r SERIES DRAWINGS FOR LAYOUT AND DETAILS SCREEN WALL. REFER TO i1" AND S" SERIES DRAWINGS FOR LAYOUT AND DETAILS. DOCK AREA, REFER TO A" a S" SERIES DRAWINGS FOR LAYOUT AND DETAILS. HANDICAP PARKING SIGN, REFER TO DETAIL l -042 STOP STENO, REFER TO DETAIL 2-04.2. VAN ACCESSIBLE HANDICAP SIGN, REFER TO DETAIL 1-64.2. ASPHALT WALKING PATH, REFER TO DETAIL 10 -04.1. ACCESSIBLE GROSS WALK: 4" WIDE BLUE PAINTED DIAGONAL LINES, TYPICAL REFER TO DETAIL 17 -G4.1. 6" CONCRETE PAVING REFER TO DETAIL 11 -G4.1. TRANSITION! FROM HEAVY DUTY ASPHALT PAVING TO STANDARD DUTY ASPHALT PAVING, REFER TO DETAIL 6A -04.1. THICKEN CONCRETE PAVING AT ASPHALT PAVING REFER TO DETAIL 12 -64.1. THICKEN CONCRETE PAVING AT RETAKING WALL/PEA GRAVEL, REFER TO DETAIL 13 -64.1. REFER TO DETAIL 14 -G4.1 FOR DUMPSTER SLAB DETAIL ID Catch Basin (Round) Catch Basin (Squore) Curb Gutter Inlet 0 Manhole Ut3lty Pole -q- Fire Hydrant bG Water Valve :19 -J~— --sr- _ss_ -880 X 880.00 TOP OF CURET ELEV. GUTTER ELEV. LEGEND SIDIT Wet Electric Line (Underground) Gas Overhead unity Storm Sewer Under Drain S anitary Sewer Water Fence Existing Contour Line Existing Spot Elevation Finish spot Elevation Finish Contour Line Plpe End Section Structure Number Tor Horst, Lamson JL Fisk Inc. som Punks bad T '�'1 1 -3 620 1 J l' Far 317 334 02 111 ROM II .8801- 371-04 2 c 11 0 1 c O 0 Z co Z W w w 0 0 31 17V CIA 1-- 0 COLLEGE WOOD ELEMENTARY SCHOOL 201101.02