The URL can be used to link to this page

Home My WebLink About2003 C1.3 Site Layout PlanMar Penis on DEVELOPMENT AL ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 Phone 317.263.9655 Fax 317.263.9644 wwwinterdesign.com a g. HU o P cLC.- f RfO 1/1 No. 910023 STATE OF OF INDIAN A P 7 a--z-7 war Drawn By JCT Checked By DBH Date 14 MARCH 2000 Project Number 200208 oa U 1 c s U O 1 4 LIT A i NORTH l4% WIT B rtHT C 110 N KEY PLAN SITE LAYOUT PLAN C1 3 il INTERDESIGN -CT DEVELOPMENT AL ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 Phone 317.263.9655 Fax 317.263.9644 wwwinterdesign.com The InterDesign Group, Inc. doing business as INTERDESIGN. All rights reserved for original documents and as -built documents as modified by construction contractor(s). Reproduction or reuse must be preceded by written permission of The InterDesign Gro Inc. 0 EN W e Eo e z <8S 0 0 W 1 u ct�b i fP -"o.o 5 t N gam I g irc u a v U oa U 1 c s U O 131st STREET 45' HALF R/W .1M NM REBUILD 2' OF EXIST. CURB CCL CONTROL POINT MAG NAIL SET N 9200.62 E 6066.12 9627.58 E 5148.64 5 6 REBUILD 2' OF EXIST. CURB- 20 N 9626.24 E 6158.37 4 t ALTERNATE W3 CCL CONTROL POINT 1 MAC NAIL FOUND N 9981.65 E 6236.78 ALTERNATE W3 N 9102.49 E 6221.60 CCL CONTROL POINT '2 REBAR FOUND N 9724.96 E 6305.59 18 441/ 7 5 /Q LP o. 161 i. 14/9351.20 1 E 6334.03 I NOTE FOR MULTI -USE PATH LAYOUT, SEE SHEET C1.4 or CCL CONTROL POINT j4 J 6258 .,6Q REBAR FOUND E 6258.66 N 9314.61 E 6328.75 N 9307.68 E 6308.41 131st STREET 45' HALF R/W CCL CONTROL POINT '3 REBAR FOUND N 9618.21 E 6554.79 SEE SHEET C1.4 FOR CONTINUATION GENERAL NOTES: 1. 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 ME FOUND IN THESE ENGINEERING PLANS, LANDSCAPE PLANS, OR SURVEY PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. 2. R IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE COMMENCING CONSTRUCTION ACTIVITIES TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY OR DEPARTMENT SO A REPRESENTATNE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT MID OBSERVE DURING THE EXCAVATION. 3. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS. WHICHEVER HAS JURISDICTION. 4. EXISTING PAVEMENTS, SIDEWALKS, CUBS, DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, IANLBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THOR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND /OR MODIFY ALL UTILITIES, PRNATE OR PUBUC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY OR DEPARTMENT WHO 6 RESPONSIBLE TO REMOVE. RELOCATE, AND /OR MODIFY SUCH UTILITY EXISTING OR PROPOSED B FURTHER SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY IF ANY FUTURE UFIUTIES ARE PLANNED AND 1401V IT MAY AFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIPMENT, FUEL OIL, OIL. GASOLINE, ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RESTORATION, RECONSTRUCTION, OR REPLACEMENT SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PANNG. 8. ALL 4' CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED 3/4' SLOPE PER FOOT. CONTROL JOINTS SHALL NOT EXCEED 10' -0' MAXIMUM ON CENTER. EXPANSION JOINTS SHALL NOT EXCEED 40 -0' MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON THE PLANS. 9. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS NOT TO EXCEED 10' -0' MAXIMUM ON CENTER. EXPANSION JOINTS SHALL NOT EXCEED 4O' -0' MAXIMUM ON CENTER. CONTROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED. 10. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 11. AU_ DIMENSIONS ME PARALLEL AND PERPENDICULAR TO THE BASE LINES, PROPERTY LINES, AND/OR BUILDING 'SINES UNLESS OTHERWISE NOTED. 12. ALL RADII INDICATED ARE TO FACE OF CURB AND SHALL BE FORMED AS CIRCULAR ARCS. 13. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 14. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SIVLLL BE FREE OF ALL LOOSE MATERIALS. 114E EDGE OF THE EXISTING ASPHALT SHALL BE SAW CUT NEAT, TRUE TO LINE. AND SEALED WITH A TACK COAT MATERIAL BEFORE THE NEW ASPHALT 15 INSTALLED 15. ALL HANDICAP RAMPS SHALL NOT EXCEED A SLOPE OF 1' IN It LONGITUDINALLY. HANDICAP RAMPS, SIGNS, AND SPACES SHALL BE N ACCORDANCE WITH ADA REQUIREMENTS. KEYNOTE LEGEND Standard Bituminous Pavement (See Detail 1/C1.12) n Heavy Duty Bituminous Pavement (See Detail 2/C1.12) Concrete Pavement (See Detail 3/C1.12) Concrete Sidewalk (See Detail 4/C1.12) Construction Joint (See Detail 5/C1.12) Expansion Joint (See Detail 5/C1.12) Bituminous Sidewalk (See Detail 6/C1.12) Concrete Stoop (See Detail 7/C1.12) Concrete Deck and Stairs (See Architectural Plans for Details) 6' Black PVC Chain Link Fence (See Specifications) 6' Screened Block PVC Chain Link Fence (See Specifications) Basketball Goal (Retrieve from Owner) 6' High Pedestrian Turnstile 8' Black PVC Screened Chain Link Fence (See Specifications) Prefabricated 50' x 12' Bowstring Bridge by Continental Bridge Sand Volleyball Court (See Detail. Sheet C1.4) Erosion Control Seeding (See Seeding Schedule, Sheet C1.7) Concrete Curb (See Detail 17/C1.12) Muni -Use Path (See Detail 2/C1.13) Concrete Curb Turnout (See Detail 3/C1.13) Concrete Stairs (See Architectural Plans for Details) Handicap Ramp (See Architectural Plans for Details) Bridge Abutment (See Detail 4/C1.13) 11 1 13 6 0 8 9 11DA1 11081 m m 16 18 20 1 pi Block PVC Chain Link Swing Gc'e (See Specifications) Landscaping Area, 6' (min.) of Topsoil Required 0 15 30 1 LEGEND NOTES HOLEY MOLEY SAYS DON'T DIG BLIND 60 1. FOR DEMOLITION PLANS, SEE SHEETS C1.1 AND C1.2 2. FOR GRADING PLANS, SEE SHEETS C1.5 AND C1.6 3. FOR EROSION CONTROL PLANS. SEE SHEETS C1.7 AND C1.8 4. FOR SITE UTILITY PLANS, SEE SHEETS C1.9 AND C1.10 5. FOR SANITARY SEWER PLAN PROFILE, sFF SHEET C1.11 6. FOR SITE DETAILS, SEE SHEETS C1.12 AND C1.13 'ITS THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT 15 AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. S&B Construction Additions to NORTHVIEW CHRISTIAN LIFE 5535 East 131st St. Carmel, IN. 46033