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Home My WebLink AboutC800 UTILITY PLANS - ROSIES GARDENSSTORM SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER 100 101 102 200 200A 201 202 203 204 210 220 230 240 250 300 301 TOP OF CASTING 836.08 842.25 839.85 842.83 843.18 843.44 844.15 844.95 843.65 844.14 845.35 844.19 845.35 845.70 840.22 843.22 STRUCTURE TYPE NULL STRUCTURE OUTLET CONTROL STRUCTURE, BOX FLARED END SECTION PAVED INLET, ROUND STRUCTURE, ROUND CASTING PROPOSED MANHOLE PAVED INLET, ROUND STRUCTURE, ROUND CASTING PAVED INLET, ROUND STRUCTURE, ROUND CASTING BEEHIVE INLET, ROUND STRUCTURE FLARED END SECTION PAVED INLET, ROUND STRUCTURE, ROUND CASTING PROPOSED MANHOLE PAVED INLET, ROUND STRUCTURE, ROUND CASTING NYLOPLAST, AREA INLET NYLOPLAST, AREA INLET FLARED END SECTION WATER QUALITY STRUCTURE, ROUND CASTING TYPE N/A SEE DETAIL N/A R-3405 R-1772 R-3405 R-3405 R-4342 N/A R-3405 R-1772 R-3405 STANDARD GRATE, H20 STANDARD GRATE, H20 N/A PER MANUFACTURER INVERT INV OUT (SE)= 835.95 (24" HDPE) INV IN (N)= 838.23 (18" HDPE) INV IN (W)= 838.83 (18" HDPE) INV IN (N)= 839.00 (15" HDPE) INV OUT (S)= 838.73 (18" HDPE) INV IN (N)= 838.50 (18" HDPE) INV OUT (S)= 839.85 (18" HDPE) INV OUT (W)= 838.40 (18" HDPE) INV IN (W)= 839.69 (15" HDPE) INV OUT (E)= 839.44 (18" HDPE) INV IN (SW)= 840.65 (12" HDPE) INV IN (N)= 840.50 (8" HDPE) INV OUT (E)= 840.40 (15" HDPE) INV IN (W)= 842.80 (12" HDPE) INV OUT (NE)= 841.73 (12" HDPE) INV OUT (E)= 842.95 (12" HDPE) INV IN (N)= 840.15 (12" HDPE) INV OUT (S)= 840.05 (15" HDPE) INV IN (N)= 840.59 (12" HDPE) INV IN (W)= 841.40 (8" HDPE) INV OUT (S)= 840.49 (12" HDPE) INV OUT (S)= 840.75 (12" HDPE) INV IN (W)= 842.20 (8" HDPE) INV OUT (E)= 842.10 (8" HDPE) INV OUT (E)= 842.90 (8" HDPE) INV IN (N)= 838.23 (18" HDPE) INV IN (E)= 838.35 (18" HDPE) INV OUT (S)= 838.35 (18" HDPE) INV OUT (S)= 842.28 (8" HDPE) PROPOSED STORE BLDG. 50' X 100'N. COLLEGE AVE(PUBLIC ROW)VILLAGE PLACE S. (PUBLIC ROW) VACATED 25' ROW PER BOOK 87 PAGE 100 AT HCSO OHU OHU OHU OHU OHU OHU LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 101 LOT 100 LOT 99 LOT 98 OHU OHU OHU OHU WWWWWWWWWWWWWWWWOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUE E E E E E E FFE = 845.90 FFE = 845.65 FFE = 846.00 MLAG = 846.00 MFPG = 845.35 DDDDDDDDDDDDDDDDDDDDDDD D D D D D DDD D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDWWWWWWWW W W W W WW W WE EEEEE10 14 10 4 1066 66 7 STM GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWEEEEEEEW1 NOTE: THIS PORTION OF WATER MAIN NOT FIELD LOCATED SS1 SS2 SS3 SS4 W2 W3 W4 E1 E2 G1 G2 G1 G2 E2 W4 STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE 101 200 200A 200A 201 202 203 204 210 220 230 240 250 301 DOWNSTREAM STRUCTURE 200A 301 102 200 201 202 203 200 210 220 220 240 300 SIZE 24" 18" 18" 18" 18" 15" 12" 12" 15" 12" 12" 8" 8" 18" MATERIAL HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE LENGTH 77' 11' 10' 25' 202' 141' 98' 7' 132' 97' 47' 111' 109' 25' SLOPE 0.32% 2.07% 0.50% 6.57% 0.30% 0.50% 1.11% 2.12% 0.79% 0.35% 0.35% 0.63% 0.64% 0.50% UTILITY PLAN NOTES SANITARY SEWER NOTES CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTING SANITARY SEWER LATERAL. COORDINATE CONNECTION WITH MEP. PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS REQUIRED. EXISTING 15" SANITARY SEWER. PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN PAVED AREAS OUTSIDE OF 3' OF BUILDING). REFER TO DETAIL ON SHEET C801. PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY/WATER/STORM SEWER PIPES AND ALL OTHER PIPES. INSTALL CONCRETE CRADLE IF CLEARANCE IS LESS THAN 18" EXISTING SANITARY LATERALS SHOWN ARE APPROXIMATE. LOCATIONS ARE PER RECORD DRAWINGS. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF LATERAL PRIOR TO CONSTRUCTION. NOTIFY OWNER AND ENGINEER OF POTENTIAL CONFLICTS. WATER SERVICE NOTES: EXISTING FIRE HYDRANT. COORDINATE FIRE HYDRANT RELOCATION WITH COLLEGE AVE IMPROVEMENTS EXISTING WATER METER COORDINATE AND CONNECT 2" WATER SERVICE LINE TO EXISTING WATER METER COORDINATE CONNECTION OF DOMESTIC SERVICE LINE WITH PLUMBING DRAWINGS. COORDINATE LOCATION AND CONNECTION OF DOMESTIC METER WITH LOCAL SERVICE PROVIDER. PROPOSED 3 4" WATER METER FOR IRRIGATION ELECTRIC NOTES: COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROM SERVICE DROP LOCATION TO TRANSFORMER. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. COMMUNICATION NOTES: COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED. [4"] PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. CONTRACTOR TO PROVIDE. COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE PROVIDER FOR RELOCATION OF PEDESTAL. GAS SERVICE NOTES: CONNECT PROPOSED GAS SERVICE TO EXISTING GAS LINE. REFER TO PLUMBING DRAWINGS AND COORDINATE WITH SERVICE PROVIDER. COORDINATE PROPOSED GAS SERVICE LOCATION WITH SERVICE PROVIDER. RIGHT OF WAY LINE BOUNDARY LINE ROW RIGHT OF WAY ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT PAVEMENT UTILITY PLAN LEGEND UTILITIES ABBREVIATIONS LINE TYPES EXISTING SANITARY SEWER MAIN EXISTING STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS OVERHEAD UTILITY G G W W E E C C OHU OHU SANITARY SEWER LATERALSANSAN C800 UTILITY PLAN - ROSIES GARDENSC800UTILITY PLANW22.0156SSRW22.015604/06/2023EACSSRROSIE'S GARDENS10402 N. College Avenue, Carmel, IN 46280SS1 SS2 SS3 SS4 W1 W2 W3 W4 W5 W6 E1 E2 C1 G1 G2 C2 10 9abcd 8 7 6efgh109876 5 4 3 2 Part of the NE/4 of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISIONS PER SECOND ROUND OF COMMENTS 08.21.2023SMB1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R STEVEN SCOTT RUCKER P.E. 11300279 HEAVY DUTY ASPHALT CONCRETE PAVEMENT STANDARD DUTY ASPHALT GUY ANCHOR ORNAMENTAL LIGHT STREET LIGHT ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS PEDESTAL FIRE HYDRANT SPRINKLER CONTROL VALVE SPIGOT WATER METER GAS METER ELECTRIC METER EXISTING BOLLARD POST ACCESSIBLE SPACE COMMUNICATIONS RISER EXISTING BEEHIVE INLET EXISTING ROUND INLET EXISTING SQUARE INLET EXISTING SANITARY SEWER MANHOLE PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (2 HEAD) OTHER PROPOSED BOLLARD PROPOSED END SECTION PROPOSED STORM INLET PROPOSED STORM INLET BOARD FENCE CHAINLINK FENCE PROPOSED STORM SEWER MAIN LIMITS OF DISTURBANCEDD NOTE COLLEGE AVENUE IS SHOWN BASED ON FUTURE PLANS BY CARMEL SS5 NOTE EXISTING SANITARY LATERALS HAVE NOT BEEN LOCATED BY SURVEY. RECORD DRAWINGS INDICATE THE LOCATIONS SHOWN. IF AN EXISTING SHARED LATERAL IS FOUND IT MUST BE SEPARATED PRIOR TO CONNECTION OF NEW SERVICE.