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Home My WebLink AboutC100 Topographical Survey-C1000 _O U 0 7 a) L C) 9+ E -o Ma)-0 z ~_ m 0 0 U_ 2 d i1. .L:& B.M. . SS. - CONTROL STR. #627 EX. YARD INLET #597 _ T.0 =852.26 MP \I EX. B6A 15" R.C.P. E INV=849.48_ MOND CREEK ,ET #631 INLET w/2' SUMP mr,10-20 I I I I I \ I� EX. YARD INLET 4642 WR.0 0.R4 . 18" R.C.P. E / INV=848.13 / I EX. MANHOLE #641 JTROL #666 T.C.=855.06 18" R.C.P. E INV.=848.80 18" R.C.P. W INV.=848.70 ICONSTRUCTION DUMPSTER I x Z h�b0 CONCRETE WASH OUT AREA FUEL OIL TAN - �(DOUBLE WALL) TC=860.R IEN.18" VC=839.99' IE S. 18" PVC=839.91' I I PAVEMENT WIDTH I o yeti Z � 922,3 1 IEJ12" CMP=855.94' 11 TC=857.24' W I IE,y'6&S.18"PVC=838.99' �5^ w I 4� w 1 I w I O A g„ W I ^b �o 3 W w LEGEND E OVERHEAD ELECTRIC LINES T TELEPHONE LINE w WATER LINE - - SANITARY SEWER LINE; MANHOLE ,w n==< STORM SEWER LINE; MANHOLE, CURB INLET, FLAT INLET & ENDSECTION FENCE LINE o.W.P. POWER POLES YYC LIGHT POLE ® SANITARY WET WELL - GUY WIRE T.P13 TELEPHONE PEDESTAL OT TELEPHONE MANHOLE CONSTRUCTION LIMITS SF SF � SILT FENCE FOR WATER LOCATES CONTACT: CARMEL UTILITIES (317) 571-2648 FOR SANITARY SEWER LOCATES CONTACT: TRICO REGIONAL SEWER UTILITY (317) 844-9200 GRAPHIC SCALE 50' 0 25' 50' ( IN FEET ) 1"=50FT CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. G GAS VALVE C.09 CLEANOUT OM WATER METER U � � Da WATER VALVE o FIRE HYDRANT DEMO ITEMS H z 0 TEMPORARY "COCONUT FIBER MAT" OR > 13 BELOW GRADE CURB INLET PROTECTION", o "SEDIMENT CONTROL DEVICES" w Q � H TEMPORARY "DROP INLET PROTECTION a a O BASKET", "SEDIMENT CONTROL DEVICES". o Q FLOOD STATEMENT THIS SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOOD PLAIN PER THEWILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED MY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT #07-760 VEGETATIVE COVER EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS WITH WOODS ON THE SITE. ADJACENT PROPERTIES NORTH: RESIDENTIAL EAST: COMMERCIAL SOUTH: RESIDENTIAL WEST: RESIDENTIAL UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. REFERENCE BENCHMARK: HAM G-52 - A bronze disk on a concrete post projecting 1.5 feet out of the ground along U.S. Highway 31, 1.4 miles north of Interstate-465, 0.4 miles south of 116th Street, 100 feet west of the centerline of the south bound lane of U.S. Highway 31 and 2 feet east of the right-of-way fence. Elevation: 844.04' (NGVD 1929) TEMPORARY BENCHMARKS: TBM # 1 - A cut "X" found at the top of curb on the east side of the round -a -bout at 116th Street and Spring Mill Road. Elevation: 855.05' (NGVD 1929) TBM # 2 - A railroad spike set one foot above the ground in the north side of power pole number 21 104-B, said pole being on the south side of 116th Street and 21 feet f east of the drive to 951 116th Street. Elevation: 859.30' (NGVD 1929) TBM # 3 - A cut "p" at the southeast corner of south concrete handrail on the 116th Street bridge over Williams Creek. Elevation: 841.65' (NGVD 1929) TBM # 4 - A railroad spike set one foot above the ground in the east side of power pole number 18-103A, said pole being on the west side of Clay Center Road and 4 feet north of the drive to 11824 Clay Center Road. Elevation: 867.10' (NGVD 1929) TBM # 5 - A cut "Q" in the top of curb at the east end of center island at the entrance to Clay Springs Subdivision at the intersection of Clay Spring Drive and Clay Center Road. Elevation: 873.07' (NGVD 1929) TBM # 6 - A cut "p" in the concrete walk in the west side of Clay Center Road, 550 feet f north of entrance to Claridge Farms Subdivision. Elevation: 873.39' (NGVD 1929) TBM # 7 - The top of a concrete monument found near the Northeast corner of the Southeast Quarter of the Northwest Quarter of Section 34, township 18 North, Range 3 East, 32 feet f south of the west drive to 660 Suffolk Lane. Elevation: 869.27' (NGVD 1929) TBM # 8 - A railroad spike set one foot above the ground in the west side of power pole number 8386177, said pole being on the east side of Spring Mill Road at 12433 Spring Mill Road. Elevation: 856.00' (NGVD 1929) TBM # 9 - A railroad spike set one foot above the ground in the west side of power pole number 8386169, said pole being on the east side of Spring Mill Road and 90 feet f south of the intersection of Mallard Court and Spring Mill Road. Elevation: 860.92' (NGVD 1929) TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" CONSTRUCTION SEQUENCE 1. The contractor shall schedule a Pre -construction meeting with the City of Carmel prior to any constructing on the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours prior to start of construction. 2. Following the required pre -construction meeting the contractor shall construct the "posting information center" on the Northeast side of the proposed construction entrance. The location of the posting information center is shown on Sheet C300&C301. The posting information center is the location where a co of the approved IDEM Rule 5 Permit Approved SWPP Plan signed O&M Manual and P g PY PP PP g Maintenance Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting requirements have been met. g P P g q 3. Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C307. 4. After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the specifications on Sheet C306. Concrete washout shall not be required if concrete truck is equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal. 5. Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300-C302. The details and specifications for silt fence installation are located on Sheet C306. 6. The contractor shall protect all existing inlets with drop inlet protection baskets and/or fiber mats as shown on Sheet C300-C302. The details and specifications for the drop inlet baskets and fiber mats on Sheet C306. 7. When the "existing" site/construction limits are completely stabilized, the contractor shall proceed to grade the site. The material to grade the site shall be excavated per the proposed cut & fills as shown on Sheet C200-C201. 8. Contractor shall cut proposed swales. 9. Upon completion of swales the contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C303-C304. The details and specifications for the erosion control blanket can be found on Sheet C307. 10. The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are encountered. 11. The contractor shall prepare the sub -grade for the proposed road system. If lime stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to leaving the site. 12. Contractor shall install all concrete curb. 13. Contractor shall install water main. The trench area shall be seeded and mulched immediately following the installation of the water main. 14. Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the contractor to ensure that the trench area is seeded and mulched immediately following the installation of each utility. 15. Contractor shall install all asphalt pavement. 16. The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other areas that are illustrated on Sheets C303-C304. The seed mixture and rate can be found on Sheet C306. 17. The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized. After the inspector approves the site conditions the contractor shall rFMO control practices.18. The post -construction erosion control practices then become the responsibility of the developer of this project. 19. The developer of this project shall continue to monitor this site for good house keeping on the post -construction BMP's until a NOT is filed with IDEM. 20. The O&M Manual for this project will have to be transferred to the HOA before the NOT can be released for this project. ANY DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM THE CONSTRUCTION OF THIS SECTION SHALL BE COMPLETELY REPAIRED/RESTORED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF CONSTRUCTION. THE DEPARTMENT RECOMMENDS A SITE VISIT WITH THE INSPECTOR PRIOR TO STARTING CONSTRUCTION TO DOCUMENT THE CONDITION OF THE EXISTING IMPROVEMENTS. PLEASE INCLUDE A NOTE TO THIS AFFECT ON THE PLANS. VERTICAL DATUM SHALL BE BASED ON NORTH AMERICAN VERTICAL DATUM, NAVD 29. HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES, NAD83. HORIZONTAL CONTROL/CORRDINATE: �° x 44 HARRISON MONUMENT N: 1715093.84 E: 188362.55 Ix I xl I HARRISON MONUMENT N: 1715094.64 E: 188479.82 tMLD 60 5 ^° x I dl I I HARRISON MONUMENT N: 1717726.33 E: 188495.30 Know what's below. Call before you dig. felv- Indiana Underground Plant Protection Service 0 o q `011uuu►►►►1,,1 STOEPpF�'�•,. -° No.� s- 19358 0 STATE OF ; �Q /ONAL w o caW¢F A ? O z o o �w C, z¢¢> d 0 �n Q 3z�0 Q ��TgQ 0v��U O= oW rOr�� I� Z i z 9z 00 O Ln 0 N tV co 01 co Lf'1 7 Z co O � x s U- u, a01 01 _ J ofCXR L O ce) a � W L 2 .o r_ l:l Z �-+ z a � � O `.J U Z ct O W � N FBI � O ITS J � W l W O U DRAWN BY: CHECKED BY: ADG BAH SHEET NO. C100 S & A JOB NO. 60160HAM-S2