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Home My WebLink About34 C802 Site DetailsSITE ENGINEER: 3 7/23/04 PER CITY OF CARMEL HAMi. TON COUNTY SURVEYOR, AND SCS COMMENTS 2 6/30/04 PER CIE /CL AY WASTE COMMENTS 1. 6/30/04 PER SCS COMMENTS NO. DAM REP1S/ON DESCRIP110N \MIlitilo i/ G. PA /1 E.• T RE. sr 0- c 90( i i 9 .5, c...- AT, C 4.i I 44k. !1 t, c 1/4' ON A L CC-- 1/1 /111111\" Cr.- OM 0-3SL, CLIENT: PLATINUM PROPERTIES, LLC 9551 DELEGATES ROW INDIANAPOLIS, INDIANA 46250 PHONE: 317- 818 2900 FAX: 317-818-2910 CONHOENTIALRY STATEMENT The recipient of these materials understands that copyright in the materials is owned by 1E1, and also, that the materials contain priviledged and confidential business information of 1E1. Accordingly, the recipient agrees to retain these materials in strict confidence and agrees not to disclose these materials to any other party and further agrees not to make copies of the materials. The recipient agrees to use the materials only for the limited purpose for which 1E1 has made the materials available, and recipient agrees to return all materials to 1E1 either upon completion of the intended purpose or upon the request of 1E1, whichever comes first. SITE ADDRESS: BELLEWOOD SUBDIVISION 131st STREET WEST ROAD CARMEL, INDIANA SCALE. N T S DA1E 7/23/04 DESIGNED 13r. DGP MOW dr. HwR CHECKED BY DGP 112° 8" 03-03 f7LE NAME 0327C801.dwg 0M/Y//IC IEL SITE DETAILS MOPLASTIC TRAFFIC MARKING THROUGH ARROW 'EMENT MARKINGS SHALL BE PER INDOT SPECIFICATIONS FOR THERMOPLASTIC TRAFFIC MARKINGS.) TOP OF BANK UPPER EXISTING CHANNEL I OF EXISTING TOP OF DCATED TOP OF BANK f BANK OF D CHANNEL NORMAL POOL :LEV. 872.00- 0 2-1O 6 SAFETY LEDGE1 RMOPLASTIC TRAFFIC MARKING LEFT TURN ARROW \VEMENT MARKINGS SHALL BE PER INDOT SPECIFICATIONS FOR THERMOPLASTIC TRAFFIC MARKINGS.) CHANNEL STEEP PLAN VIEW CHANNEL STEEP ELEVATION VIEW OUTLET CONTROL STRUCTURE (SEE DETAIL)--\ EMERGENCY SPILLWAY ELEV. 876.5 1' cj Ft) TOP OF DAM ELEV. 878.5 -COMPACTED APPROVED FILL (ML-CL OR CL SOIL TYPES) (6" MIN. TOPSOIL. ON FACE) x 5'-O" x 0'-6" CONC. ANITSEEP COLLAR TOP OF BANK UPPER EXISTING CHANNEL CHANNEL FLOWLINE X 6' X 9" RENO MATTRESS TRANSITION OF EXISTING TOP OF BANK TO RELOCATED TOP OF BANK 7 2-12' X 6' X 9" RENO MATTRESSES AND 2-12' X 3' X 1'--6" GABIONS TOP OF BANK OF LOWER RELOCATED CHANNEL X 6' X 9" RENO MATTRESSES AND EMERGENCY SPILLWAY 100 YR. ELEV. 13' c_ CHANNEL FLOWLINE FLOWLINE UPPER CHANNEL RELOCATED CHANNEL SIDESLOPES RIPRAP GABIONS CHANNEL STEEP W/ RIPRAP GABIONS AND RENO MATTRESS DETAILS NOT TO SCALE RCP OUTLET PIPE W/ WATER TIGHT JOINTS NJ 10' DETENTION POND DAM SECTION 0.30' SPILLWAY CREST ELEVATION 876.50 THERMOPLASTIC TRAFFIC MARKING RIGHT TURN ARROW (ALL PAVEMENT MARKINGS SHALL BE PER INDOT SPECIFICATIONS FOR THERMOPLASTIC TRAFFIC MARKINGS.) EMERGENCY SPILLWAY SECTION NOTES: 6" FLOWLINE OF LOWER CHANNEL CHANNEL STEEP CENTERLINE SECTION 1. GABION BASKETS AND RENO MATTRESSES SHALL BE FILLED W/ INDOT APPROVED RIPRAP MATERIAL PER SECTION 904.04. 2. GABION BASKETS AND RENO MATTRESSES MANUFACTURE TO BE BY "MACCAFERRI GABIONS" AND SHALL BE PVC COATED. COMPACTED APPROVED FILL MATERIAL (ML-CL OR CL SOIL TYPES) x 5'--0" x CONC. ANITSEEP COLLAR COMPACTED TOPSOIL ON FACE (6" MIN. TOPSOIL ON FACE) -MIN. COMPACTED CLAY CORE CUT OFF TRENCH TO IMPERVIOUS SOIL LAYER ON COMPACTED FILL, VERIFY IN FIELD 10' MAINTENANCE LEDGE CONCRETE END SECTION RELOCATED CHANNEL FLOWLINE OF UPPER CHANNEL PREPARED SUBGRADE 0.30' 18" MIN. DEPTH RIPRAP O 0 0 THERMOPLASTIC PAVEMENT STANDARD MARKINGS DETAIL (ALL PAVEMENT MARKINGS SHALL BE PER INDOT SPECIFICATIONS FOR THERMOPLASTIC TRAFFIC MARKINGS.) 100 TRANSVERSE EXPANSION JOINTS CURB JOINT DETAIL SCORE CONCRETE CRACK SEALER (DOW) CONTRACTION JOINT CONCRETE CRACK SEALER (DOW) EXPANSION JOINT 1"- INDOT SECTION 403 HOT ASPHALTIC CONCRETE SURFACE #11 110#/SYD 5" #53 COMPACTED AGGREGATE BASE INDOT SECTION 303 3/8" CONCRETE JOINT DETAILS 1111111 10' I 30' COMPACT SUBGRADE TO 95% STANDARD PROCTOR (ASTM D 698) TYPICAL MULTI—USE PATH PAVEMENT SECTION ON SITE 10' 30' SOLID YELLOW LINES STOP LINE SOLID WHITE LINE CROSSWALK LINE SOLID WHITE LINE SCORE 0 1/8" RADIUS 1/8" RADIUS NON-EXTRUDING MATERIAL 2"- INDOT SECTION 403 HOT ASPHALTIC CONCRETE #9 BINDER 3301//SYD DASHED WHITE LANE LINE DASHED YELLOW LANE LINE CENTER LINE 4—LANE UNDIVIDED 0 10' 30' 30' 10' 10' TRANSVERSE CONTRACTION JOINTS 4" t BOTTOM OF CURB PLANTING AREA 2' CONC. ROLL CURB GUTTER CO 't Pavement Surface \\1\\\ TO MATCH EXISTING PAVEMENT GRADE TOPSOIL 6" BACKFILL RETURNED CURB HANDICAP RAMP Co NOTE: 1) SUBGRADE TO BE A FREE DRAINING MATERIAL COMPACTED TO 90% OF MAXIMUM AS DETERMINED BY ASTM 0-698. 2) CONCRETE TO BE 4000 PSI 28 DAYS WITH 5 TO 7% AIR ENTRAINMENT. LOW POINT COMPACTED SUB BASE #53 AGGREGATE 24" OR MATCH EXISTING CURB 4 1/2" CO NOTES: 1. FOR CONSTRUCTION ADJACENT TO CONCRETE PAVEMENT, EXPANSION CONTRACTION JOINTS SHALL. BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB GUTTER SHALL BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT 3' INTERVALS. 2. FOR CONSTRUCTION ADJACENT TO ASPHALT PAVEMENT, EXPANSION CONTRACTION JOINTS SHALL BE PLACED AT THE LOCATIONS AS SHOWN ON JOINT DETAIL. 2' CONCRETE ROLL CURB GUTTER BACKFILL REQUIREMENT FOR RESIDENTIAL STREETS ONLY The following Typical Sections apply to Residential Streets. Granular backfill will not be required when entire trench area is 5'-0" or more beyond the edge of roadway surface. 5-0" TYPICAL SECTION, CURB GUTTER STREETS Granular backfill will not be required when entire trench area is 5'--O" or more beyond the back edge of the existing curb. All excavated areas under paved roadways, or within 5-0" of the pavement edge, or back edge of curb shall be backfilled with granular material to within 3 inches of the top of the trench (or to final grade under pavement). This granular backfill shall be placed in 12 inch lifts and each layer shall be required to match existing compacted by mechanical means to at least 95% of its maximum dry density. however, granular backfill may be placed in 24 inch lifts provided each layer is compacted by a combination of saturation and mechanical means to at least 95% of its maximum dry density. If any portion of trench area is nearer than 5-0" from the edge of the roadway surface, the entire trench must be backfilled with granular material. This compaction procedure is not required for unimproved area or where problems related to trench settlement is negligible. All seeding and sodding shall conform to the latest edition of the ISHC Standard Specifications. f-4" CONCRETE WALK DETECTABLE MARKINGS, TACTILE WARNING SURFACE REQUIRED PAVEMENT VERIES I Existin Grade Compacted earth backfill, using mechanical compaction equipment. 12:1 MAX. SLOPE, 4.0' MIN. LENGTH FOR TRANSITION TO 4" ROLL CURB OR 6' MIN. LENGTH FOR TRANSITION TO 6" CHAIRBACK CURB. 1.0' MINIMUM -4' SIDEWALK Top soil, seed or sod as SECTION AA 3) CONTRACTOR TO COMPLY WITH AMERICANS WITH DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING FACILITIES FOR HANDICAP ACCESSIBILITY. 4) APPLY IPATOP-ARC ABRASION RESISTANT COATING TO ALL SLOPED SURFACES WITH ADA YELLOW COLOR ADDED. INSTALL PER MANUFACTURERS REQUIREMENTS. 5) WIDTH SHALL MATCH APPROACH WALK WIDTH. Cr) C 4=-7 C C ci c C> CD a L E E v 0- v-) 0 c 0 0 a> -J -J 0) 1- C 0 a) (f) 10 (0 Cr) C) 00 C`J CO 0 E 0 ci) C Q.) C SHEET NO: C802 a> E.