Loading...
HomeMy WebLinkAboutConstruction Plans - Development Plan C102[819 ?Tt (818.9a,GUT .(819.15 8915TH, `;5, C1. T IE1 8.65ITC 818. i 0)GUT 105 818.85 C818.35)GUT 10.651TC j f C i �GU 'r 1. �uv <104') 1.819 801TC 819.30GUT I C. T,.05 t ...11111110 820.00 820.00 819.80 820.0 819.35 18.85 B20.0 pp, -qk 4; SI Ao 1,4 160 4n 819.95 11111111111111111111111 1111111MW 819.35 819.6 819.1 819.00 819.40 81:.90 0 (total) o'F 6 PVC.. 9 2.00% MIN. (818.85 r81 9.80 ITC (819.30)GU T 1819.601TC I;0E BREAK L 81 .20 IE19.651TC 1819.15 GU1 1' I lc; 2i j 819.501 T C 819 00)GUT N--- -4819.30 ITC l 818.80GUT 8 X3,.70 4 1819.701 1819.211TC 1 GUT 1819.50_TC TC `819.20)GUT 4 d 820.00ITC (819.50)GUT 1819 820.10 TC 819.05 GUT 819.00 820 0 1820.001TC -819:50 GUT C OF DRIVE- THRU WINDOW 1819.501 1819.301 TC (819.30)GUT TC GUT T 8110.00 15' UTILITY ESMT, 1819,501 6' GREENBELT 14 E. 817.15 TC (816.65)GUT T T 819,60 819.10 GUT- 41819,751TC 81a9.25)G)i 819.85 819.35 GUT CO. (108) 818.85 8,400 .S F.E. E 820.17 ACV -q PAD ELEV 819.50 TC `0 329- (103) 018.80)GUT 819.35 818.85 TC GCS 818.35 f i TC GUT of 12" RCP I 1818.70 ITC GUT 5' GREENBELT C.O. (819.05)GU C.O. f 819.601TC (819.10)GUT 819.20 81-840 TO GUT TC 1820.001TC (819.50)GUT 1818.151 Q &j 4 60 of 4" PVC CONDUIT F R UTILITIES TO BUILDING o7 g TC (817.65)GUT {819.80 ITC (819.30)GUT 819.95 ITC (819.45)GUT GRADE BREAK TC 81145 GUS. CONNECT TO EXIST. WATER RVICE UNE TC (819.35)GUT GRADE BREAK T.C. 818.30 1 UT TC GUT (102) CO I 818.48 E 106 100 819.5 4TC (819.15)GUT 819. 0 TC GUT Of 5 1,0 119.3 ITC (818.8 )GU TC GOT 818.65 819.25 819.20 TC 818.70 GUT TIP INTO SANITARY SEWER 1 OF MANHOLE 1817.25 ITC :16.7 GUT rgietTIC (81 T w w TC GUT TC (818.15)GUT TG (818.75)GUT CONNECT !TO EXIST. GAS LINE $18.85 ITC C818.35)GUT EXIST. HYDRANT 816.561TC M E (816.06)GU T NOTE: THE EXISTING TOPOGRAPHY SHOWN ON THIS PLAN WAS SURVEYED BY KIMBLEY PROCTOR. SURVEY 8/26/01. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXISTING TOPOGRAPHY PRIOR TO CONSTRUCTION. UPON VERIFICATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITTEN FORM, OF ANY NOTICABLE DIFFERENCE. GENERAL NOTES: 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE 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 SUB ONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE JIGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SAN/ T ARY SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKF!LLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. 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 LESS. 7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 9. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 10. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM- 1557). 11. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 12, UNDERGROUND ELECTRIC, PHONE AND CABLE TV TO BE INSTALLED IN 4" SCHEDULE 40 CONDUIT. ALL BENDS MUST BE SWEEPS AND ENCASED IN CONCRETE. CONDUITS MUST BE PLACED 36" DEEP MIN AND CONTAIN A PULL TAPE FROM END TO END. STORM SEWER INFORMATION STR. NO. (ioo) EXIST. CURB INLET T.C. 816.25 INV. 812.65 (N S) STR. NO. CURB INLET T.C. 818.85 INV. 813.32 (E) INV. 813.32 (NW) STR. NO. 106) CURB INLET T.C. 818.85 INV. 813.28 (SW) INV. 813.28 (N) STR. NO. (ioi) EXIST. STORM MH T.C. 816.50 EX. INV. 812.89 (W S) EX. INV. 813.91 (NE) NEW INV. 813.00 (NW) STR. NO. (10-4) CURB INLET T.C. 819.00 INV. 813.62 (SE) INV. 813.62 (NW) STR. NO. 10 CURB INLET T.C. 818.65 INV. 813.53 (S) INV. 813.53 (NW) s C. O. if 1 000.0 W (000 i ■•.,c 0_ E. /1 STR. NO. `'jt STORM MH 'W' /6" ORIFICE T.C. 818.30 INV, 813.11 (SE) INV. 813.11 (VI) INV. 813.11 (NF` 14 STR NO C803 CURB INLET T.C. 818.65 ENV. 813.93 STR. NO. CURB INLET T.C. 818.70 INV. 813.81 (SE) LEGE CAs L FREE PER INDIANA STATE 1S 69- -1991, ASSUMED NORTH IT IS AGAm- THE- ATE LAW TO r WITHOUT NOTIFYING rH uNIF:RGRouND L T,nAO cr n i r) 1 ini DAYS BEFORE COMMENCING WORK. SCALE: =20' Existing New Storm Sewer New S I aatera! w /Cleanout Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grade Storm Structure Number [IOW Arrow Swole (fl Existing Water Main Hydrant vi io4 F 1 6 �i Existing Gas New G's amine New cle {:cone Line Line New Water Line oe�-vice Sewer i1 B iec 1 .'iephone HOLEY MOLEY S a �T` T E LA CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 DON'T DIG BLIND" 7> RAW '8Y: DRS SHEET 7/28/04 WI Mil, DATE: 6/18/04 THIS DRAWING AND THE IDEAS, DESIGNS CON(EPTh CONTAINED HEREIN ARE THE EXI. +_'„US? INTELLECTUAL. JAL PROPERTY OF THE S':HNE'R'" R-EP ,ji L! I i J WHOLE L OR IN P,I.-' 1, WI THE WRITTEN CONSENT SENT nF THE SCHN I =1 EH, CGPYR!GH FED BY THE SCHNEIDER CORE (2. II THE SCHNEIDER C /1R 6845 cast U.S. 36 A on, IN 46123 Telephone: 317,272.041 n ?erinca is U( n n I C Q' :!S* Home Design Surveying Transportation TranspiTtation E rigInieer PROJECT NO.: r r,i ?l Fir G: P: \4k\ 4912 \002 \dwggsvC101- C104.dwa 4k 9 2 0 1 \ci w a s \4912001 L. a P: \4k \4912 \002 \d wogs \4912002BS. dwcg up 4912.002 /KED BY: