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Home My WebLink About03090013 Townhomes at Hunter's Creek Large Plan pg. DSTE STA BASELINE OFFSET LT/RT TYPE TC INVERTS E100 MIN tl EX. BEEHIVE INLET 837.09 835.24 (NW), 835.00 (NE), EX- 833.86 (SW &SE) 100 2 +94.08 "A" 79.70' LT BEEHIVE INLET 839.50 836.96 (W), 836.82 (S), 835.61 (SE) 10' 94 "B" 24.99' LT STORM MANHOLE 845.40 840.11 (W &N) 102 10 +05.56 "B" 0 -00' RT PAVED AREA INLET 845.02 840.90 (W &E) 103 11 +56.87 "8' 0.00' RT PAVED AREA INLET 846.56 842.89 (W), 842.64 (E) 104 13 +08.18 "B" 0.00' RT PAVED AREA INLET 848.87 844.40 (NW &E) 105 13 +62.97 "B" 34.04' LT BEEHIVE INLET 847.50 845.16 (NW), 845.13 (NE &SE) 106 3 +30.00 "B" 0.00' RI PAVED AREA INLET 852.67 849.34 (NW &SE) 107 2 +19.56 "B" 0.00' RT PAVED AREA INLET 854.15 850.80 (SE) 108 5+35.22 "8" 0.00' RT PAVED AREA INLET 849.26 845.90 (SW) 109 2 +94.08 "A" 24.00' LT STORM MANHOLE 846.00 841.44 (SW), 837.79 (N), 837.54 (NE) 110 2 +19.56 "A" 24.00' LT STORM MANHOLE 845.30 840.49 (W), 839.17 (N &S) 111 4 +93.54 "C" 0.00' RT PAVED AREA INLET 844.63 841.29 (W &E) 112 3 +3373 "C" 0.00' RT PAVED AREA INLET 847.86 844.51 (W &S), 843.45 (NW &E) 113 2+01.00 "C" 0.00' RT PAVED AREA INLET 850.70 847.37 (N &E) 114 2 +01.00 "C" 19.50' LT BEEHIVE INLET 850.40 847.90 (S) 115 8 +36.75 "B" 0.00' RT PAVED AREA INLET 845.25 841.90 (NE) 116 1 +27.00 "A" 25.13' LT CURB INLET 844.15 840.15 (W &S) 117 1 +27.00 "A" 25.06' RT CURB INLET 844.15 840.60 (E) 118 3 +17.63 "C" 19.50' LT BEEHIVE INLET 847.40 844.90 (N) 119 3 +33.89 "C" 19.50' RT BEEHIVE INLET 846.20 843.70 (SE) 120 9 +32.05 "B" 102.31' LT END SECTION 835.50 1 ESTRIDGE DEVELOPMENT CO., INC. CARMEL, INDIANA OFFSET LT /RT TYPE TC INVERTS El MIN tl MANHOLE 840.36 835.03 (W), EX- 833.31 (SW), EX- 833.21 (NE), EX- 833.10 (NW) 1 1 +41.03 "A" 45.00' LT MANHOLE 844.50 STR STA BASELINE OFFSET LT /RT TYPE TC INVERTS El MANHOLE 840.36 835.03 (W), EX- 833.31 (SW), EX- 833.21 (NE), EX- 833.10 (NW) 1 1 +41.03 "A" 45.00' LT MANHOLE 844.50 836.97 (SW), 836.77 (E) 2 7 +99.25 "3" 13.50' LT MANHOLE 846.30 839.17 (W), 838.97 (NE) 3 4 +69.46 "B" 13.50' LT MANHOLE 851.10 843.62 (N), 843.42 (E) 4 1 +63.75 "0" 19.00' RT MANHOLE 852.60 844.05 (NE), 843.95 (5) 5 1 +96.43 "C" 37.18' LT MANHOLE 851.50 84 (SW) DATE: 8/29/03 PROJECT NO.: 4409.001 DRAWN BY: PRC CHECKED BY: JCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R: \4K \4409 \001 \DWGS \C103 XREF: OO1BS XREF: 001 -TOPO XREF: 001 -TABS SHEET NO.: C103 852.3 2+ I 85 3 `C '.y 849.15 851.4_- 848.86 851.8 j 8552.0111 10' W111.11Y EASEMENT IN FAVOR. OF INDIANA BELL TELEPHONE INSTR. #8800025 FFE= 852.64 13ffr- PAD 851.31 2 STEPS 852.0 847.4 851.8 848.5 848.3 848.3 848.1 _PVI =12 +93.9 1.68% 847.6 846.97 847.3 *DENOTES SPECIAL GRADING FOR GARAGE AND PATIO. SEE TYPICAL GRADING DETAIL ON 9'� SHEET C802. 93 847.2 847.7 850.3 847.2 847.0 847.9 847.7 PVI=11+ 848.6 )C 848.4 848.4 2.50% 4 +00 160' OF 1 2.08% 845.0 844.63 FFE 849.11 PAD 847.78,.. 3 STEPS 848.0 845.0 RCP 1.3,% LINE" (844.7 f' '845.4 848.3 845.81 844.84 PC 8+65.84 847.8 1 845.4 845.54 1 STEP 2 STEPS 6" SSD (TYP.) 15' BE 56% PT -PVf 040 10 +05.56 848.0 847.0 847.3 845.4 843.0 854.8 854I1 854.1 1 854.7 855.2 855.1 853.3 854.:1 i<= FFE= 855.73 PAD 854.40 C0 L852.1 I r 2.00% 2.555 `849.96) K.)1.41- 85'_.'x. F850.8 1 i I L 851.0 i 851 .r n I 1 854.7 0849.50; C8T873 7 STEPS 847.35 7 +00 LOC -4 STEPS 843.50 93\ OF 12" RCP t 1.00% EXIS1\NG STORM SEWER TO BE 9i, REMOVD z 1 ci 05 •m I F w vi L cm LLJ <l U 857.9] 8 57 5� 857.4 Q,a GAS Indiana Gas Company 15900 Allisonville Road P.O. Box 1700 Noblesville, IN 46060 (317) 776 -5533 TELEPHONE Ameritech 5858 North College Avenue Indianapolis, IN 46220 (317) 252 -4275 STORM SEWER City Engineer City of Carmel 1 Civic Square Carmel, IN 46032 (317) 571 -2441 WATER Carmel City Utilities I Civic Square Carmel, IN 46032 (317) 571 -2442 REPLACE CURB UNDERDRAIN UNDER., NEW. DRiVEWA.Y WITH HDPE N -12 OR EQUAL. LOCATION LAND' 5171' OF- UNDERDRAIN SHALL BE FIELD VERIFIED; 8 5701 857.41 r -5 STEPS/ 854.4 ELECTRIC CABLE TV STREETS UTILITIES CARMEL PSI Energy 1441 South Guilford P.O. Box 876 Carmel, IN 46032 (317) 581-3040 Jones Intercable 516 East Carmel Drive P.O. Box 668 Carmel, IN 46032 (317) 848 -4726 SANITARY SEWER Carmel City Utilities 1 Civic Square Carmel, IN 46032 (317) 571 -2442 Carmel Street Department 211 Second Street, S.W. Carmel, IN 46032 (317) 571 -2637 Utility Hotline: within Indiana 1-800-382-5544 outside indiana 1-800-428- 5200 10' UTILITY EASEMENT IN r\ FAVOR OF INDIANA DELL. TELEPH INSTR. #880002 EXISTING STORM SEWER TO BE BROUGHT UP TO COUNTY CURRENT REGULATED DRAIN STANDARDS. PUNCH LIST TO BE PREPARED BY HAMILTON CO. SURVEYOR'S OFFICE. NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. c, EXISTING STORM SEWER TO REMAIN 0 10' UTILITY EASEMETII'fN.,. FAVOR OF INDIANA BELL TELEPHONE INSTR. #8800025 z STORM SEWER TABLE 60 POINT OF BEGINNING 10' ELECTRIC LINE EASEMENT IN FAVOR OF PUBLIC SERVICE COMPANY OF INDIANA INSTR. #9006048 D.B. 335, PAGE 771 REPLACE CURB UNDERDRAIN UNDER NEW DRIVEWAY WITH HDPE N -12 OR EQUAL. LOCATION AND SIZE OF UNDERDRAIN SHALL BE FIELD VERIFIED. hh Ocp FEGLUTED DRAIN EASEMENT 30' EASEMENT AGREEMENT 7 INSTR. #8329320 c \POIN 1 M.E. T OF BEGINNING 10' ELECTRIC LINE EASEMENT IN FAVOR OF PUBLIC SERV10E`COMPANY OF INDIANA INSTR. #9006048 D,.B. 335, PAGE 771 c t0 0o SANITARY SEWER TABLE c� r !il EXISTING SIDEWALK TO REMAI N go r' 0) DEMOLITION NOTE: CONTRACTOR SHALL COORDINATE SCOPE AND SCHEDULE OF DEMOLITION WORK WITH DEVELOPER DURING BIDDING. w w CC U cn z S 0 CT, ^.h_ c6 93 0+ t cb Vin Q i i In ti t HUNfiERS CREEK SOUTH REGULATED DRAIN EASEMENT PLATTED R/W PER HUNTERS �0,� CREEK SOUTH, SECTION 1 t INSTRUMENT 8516388 ^0 REMOVE EXISTING DEBRIS FROM END 1$F STORM SEWER AND REGRADE WALE APPROXIMATELY 200' 0 1.00% TO IST1R 120. ;20' REGULATED DRAIN EASEMENT CD LLJ LLJ 10' OF 15" 2. 5. 6. 7. 8. HOLEY MOLEY SAYS DON'T DIG BLIND' "IT'S THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 000.00 etc ISCO- ASSUMED NORTH Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Subsurface Drain Existing Contour Existing Elevation New Pavement Elevations All Other Finish Elevations Storm Structure Number Sanitary Structure Number Meet Existing Elevation Stop Sign Electric, Telephone, Cable TV Flood Routing Path ]N ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. STANDARD SPECIFICATIONS FOR CITY OF CARMEL SHALL APPLY FOR ALL STORM SEWERS AND SANITARY SEWERS. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER HNFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION, FOR FIELD LOCATION OF SERVICES. SERVICE WALKS'SHALL BE NON-REINFORCED CONCRETE 4-'' THICK AND 4' IN WIDTH. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 111EINCIFILMIAIRIEC_ TBM1 RAILROAD SPIKE IN POWER POLE #838 37 FEET EAST OF RHORER ROAD EAST OF THE NORTHEAST CORNER OF HUNTER'S CREEK SOUTH SECTION 1. ELEVATION 840.23 (NGVD 1929) TBM 2 NORTHWEST CORNER OF WALK AT THE STEPS FACING MARANA DRIVE ON LOT 1 HUNTER'S CREEK SOUTH, SECTION 1. ELEVATION 842.78 TBM 3 CUT "x" ON THE TOP OF THE NORTH SIDE OF THE AREA LIGHT BASE ON SIT. ELEVATION 847.85 IBM 4 CUT "x" AT THE TOP OF CURB ON THE CURB INLET ON THE SOUTH SIDE OF MARANA DRIVE AT THE NORTHWEST CORNER OF THE SUBJECT TRACT. ELEVATION 857.86 TBM 5 TOP OF THE CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF LOT 39, HUNTER'S CREEK SOUTH, SECTION 1 ELEVATION 856.31 LLJ OL tri CC LLJ Lai LLJ CC CC LLJ CC 0 \ill" //1\\\\ 920350 s T sf' F THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRI IEN CONSENT OF THE SCHNEIDEP 0 COPYRIGHTED BY THE SCHNEIDER CORP (2003) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering