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Home My WebLink About2003 C1.4 Site Layout Plan"lark Rev ,s1 DEVELOPMENT ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 Phone 317.263.9655 Fax 317.263.9644 www.interdesign.com The InterDeaign 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 Group, Inc. �p 6 Ho> o P RS to F No. 910023 "O STATE OF ce O 14. S N P N cot NA .,iiii AO Project Drawn By JCT Checked By DBH Date 14 MARCH 2003 Number 200208 m rA b NORTH 1. Arn MET tn•r C BARN] KEY PLAN SITE LAYOUT PLAN C 1 4 i l l INTERDESIGN TOTAL DEVELOPMENT ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 Phone 317.263.9655 Fax 317.263.9644 www.interdesign.com The InterDeaign 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 Group, Inc. g 8 Z o.o♦ QS 7-e: 1 3 =no r nn 1 Fi 0 0 v 0 y o C61* po- c s� c LJ 0 131st STREET 1.00' 111111 4 45' HALF R/w I N 9194.85 E 5601.5 M 0 I� rl 300'R 4► N 9141.75 E 5592.60 N 9166.49 E 5596.76 N 9116.66 E 5592.60 s 1 N 9099.29 E 5667.60 17 N 9199.26 E 5699.00 4 TRANSFORMER PAD N 9161.56 E 5684.45 N 9062.95 E 5695.12 N 8986.24 E 5693.50 0 1 I 0 END PATH AT PROPERTY LINE SEE SHEET C1.3 FOR CONTINUATION N 9223.76 E 5719.56 N 9243.26 E 5736.69 12.00' N 9161.08 E 5705.11 J 23 PROPOSED YOUTH FACILITY MAIN LEVEL FT ELEV 802.00 ENTRY LEVEL FF ELEV 798.0 N 9063.25 E 5682.17 N 9056.25 E 5708.42 N 9032.84 79 6 E 5702.44 o N 8927.93 E 5707.67 NOTE SAND VOLLEYBALL COURT SECTION TO BE AS FOLLOWS: 18" WASHED MASONRY SAND on GEOTEXT1LE FABRIC on 4' 153 STONE N 9159.28 E 5782.76 10 CCL CONTROL POINT REBAR FOUND N 9013.10 E 5734.11 E 5799.69 N 9114.83 JIM X 7 1 N 9118.83 58 E .11 1 N 9091.16 1 E 5805.44 i E 5781.04 1; N 9049.59 E 5771.31 N 9085.23 N 9138.48 E 5793.94 t 4 9007 it N E 5745.62 NOTE FOR BASKETBALL COURT STRIPING LAYOUT, SEE DETAIL, THIS SHEET 131st Suet( 45 HALF R/W 17 N 9267.57 E 5828.52 12 E TURNSTILE POST N 9173.79 E 5881.10 (COLOR (ALIGN REBUILD 2' OF EXIST. \i CURB (TAPER 6' TO 0") Y N 9156.92 E 58870.35. 4 N 9016.95 E 5819.81 1.00' g(33 N 8935.33 E 5839.66 J 46'± 1 TURNSTILE POST 12 APPROXIMATE LIMITS OF N 9173.50 PAVEMENT COLOR SEAL E 5898.73 TO BE SELECTED BY ARCHITECT) WITH NEAREST PARKING STRIPE) 1 REBUILD 2' OF EXIST. CURB (TAPER 6" TO 0") 9166.49 117 E 5889.32/ �N 9144.42 E 5862.06 ,Ql RELOCATE EXIST. TELEPHONE AND CABLE PEDESTALS 870_ N 9165.03 E 5911.34 9157.65 E 5933.29 REMOVE 16 LF OF EXISTING CURB 1 71 I 4 4 CCL CONTROL POINT 16 MAG NAIL SET N 8991.62 E 6064.78 7' 1' 3' 3' 3' 2' F.' 42' -0" REMOVE 16 LF OF EXISTING CURB RELOCATE EXISTING i r FIRE HYDRANT CCL CONTROL POINT 5 MAG NAIL SET N 9200.62 E 6066.12 84' -0" BASKETBALL COURT STRIPING LAYOUT NO SCALE 131st STREET r 89 1.00' MULTI -USE PATH PLAN SCALE: 1" 50' 1 ALTERNATE?3 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 ARE FOUND IN THESE ENGINEERING PLANS, LANDSCAPE PLANS, OR SURVEY PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE WE IMMEDIATELY. 2. IT 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 REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 3. ALL CONSTRUCTION METHODS AND MATERIALS MUST GONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY DR LOCAL REQUIREMENTS, WHCHEVER HAS JURISDICTION. 4. EXISTING PAVEMENTS, SIDEWALKS, CURBS. DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER P0115, 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 DR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEM ALL EXPENSES TO REMOVE, RELOCATE AND /OR MODIFY ALL UTILITIES, PRNATE OR PUBLIC, OR OTHERWISE. R FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY OR DEPARTMENT WHO IS RESPONSIBLE TO REMOVE, RELOCATE, AND /OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY IF ANY FUTURE UTRITI6 ARE PLANNED AND HOW R MAY AFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILAIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESINIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, ern' 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. TH15 RESTORATION, RECONSTRUCTION, OR REPLACEMENT SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 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' -O' MAXIMUM ON CENTER. EXPANSION JOINTS SHALL NOT EXCEED 40' -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. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE ONES, PROPERTY LINES, AND /OR BUILDING LINES 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 ARMS TO EXISTING AREAS AS NECESSARY. 14. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE FREE OF ALL LOOSE MATERIALS. THE 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 12" LONGITUDINALLY. HANDICAP RAMPS, SIGNS, AND SPACES SHALL BE IN ACCORDANCE WITH ADA REQUIREMENTS. KEYNOTE LEGEND U Standard Bituminous Pavement (See Detail 1/C1.12) t I Heavy Duty Bituminous Pavement (See Detail 2/C1.12) El 0 n Expansion Joint (See Detail 5/01.12) n Bituminous Sidewalk (See Detail 6/C1.12) Fin I Concrete Stoop (See Detail 7/C1.12) 9 11OA1 11061 m LEI 116 18 19 20 211 1 F231 Block PVC Chain Link Swing Gate (See Specifications) 1 Concrete Pavement (See Detail 3/C1.12) Concrete Sidewalk (See Detail 4/01.12) Construction Joint (See Detail 5/01.12) Concrete Deck and Stairs (See Architectural Plans for Details) 6' Black PVC Chain Link Fence (See Specifications) 6' Screened Black PVC Choin 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 Erosion Control Seeding (See Seeding Schedule, Sheet C1.7) Concrete Curb (See Detail 17/C1.12) Multi -Use Path (See Detail 2/C1.13) Concrete Curb Turnout (See Detail 3/C1.13) Concrete Stairs (See Architectural Plans for Details) Handicap Romp (See Architectural Plans for Details) Bridge Abutment (See Detail 4/01.13) Landscaping Area, 6" (min.) of Topsoil Required 131st STREET 0 15 30 LEGEND NOTES 60 1. FOR DEMOLITION PLANS, SEE SHEETS C1.1 AND C1.2 2. FOR GRADING PLANS, SEE SHEETS 01.5 AND C1.6 3. FOR EROSION CONTROL PLANS, SEE SHEETS C1.7 AND 01.8 4. FOR SITE UTILITY PLANS, SEE SHEETS C1.9 AND 01.10 5. FOR SANITARY SEWER PLAN PROFILE, SEE SHEET C1.11 6. FOR SITE DETAILS, SEE SHEETS C1.12 AND 01.13 HOLEY MOLEY SAYS DON'T DIG BLIND wrrs THE LAW' CAL: 2 WORKING DAYS BECRE YCJ D G 1- 800 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW 6-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 6 I t e A 2 45' RALF R/W 19 6 79 4 v /1' N m 40 UALI' K/ W CONNECT TO EXISTNG PATH (MAINTAIN 10' WIDTH) CD r h Ssa Construction Additions to NORTHVIEW CHRISTIAN LIFE 5535 East 131st St. Carmel, IN. 46033