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HomeMy WebLinkAbout(04) C401STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 1.1 84' Pips Headwall 830.97 84' = 822.47 (S) SEE PLANS 24' = 826.30 (S) 84' = 823.2.5 (N) W TYPE T M/ 1.2 MANGLE 532.25 24' 826.50 (E) TYPE ♦ GANHANGLE SM 12' 825.82 (W) 1.3 CURB INLET 830.65 18826.85 (S) INLET TYPE M' W/ 24' 826.50 (N) TYPE 10 GAVE 15• 826.98 (S) IX 6' = 821 (W) 1.4 MANGLE 830.11 18' 826.88 (N) (CONTRACTOR TO VERIFY) 1.5 CURB INLET 830.73 15• - 827.04 (S) INLET TYPE M' W/ 18' - 827.04 (N) TYPE 10 CAST`G 1.6 CURB INLET 531.34 12' - III (N) N. 114E 7 ■/ Tiff 10 GWTG 1.7 CURB INLET 832.33 12' - 828.01 (S) INLET TYPE M' W/ 18' - 827.52 (N) TYPE 10 CAST`G 1.10 CURB INLET 832.22 24' = 826.58 (W) TYPE 'II' MANHOLE W/ Y4• - 846.68 (E) TYPE 4 CAST`G 12' - 82. 1.11 MANGLE 833.12 24' - 827.19 19 � W TYPE or MANHOLE / TYPE 4 CASTG 1.12 MANGLE 833%/ 12' 830-M (N) STRUC. IN PREY. CONTRACT 12' - 830.19 M( CONNECT NEW RIPE ONLY 0 al ml a O an � rl STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 24' 827.00 (E) 1.15 MANHOLE 83237 = 24' 27.50 (W) TYPE 'II' MANHOLE W/ 3 TYPE 4 CJST'G 1.16 CURB INLET 831.99 IS' 827.88 (Ni INLET TYPE M' W/ 15' 827.88 (S) TYPE 10 CAS'T'G 1.17 CURB INLET 832.28 15' 828.05 (STY) INLET TYPE A W TYPE 8 CAI 12' - B30.S/ (N) INLET TYPE 'A' W/ 1.18 CURB INLET 533.73 12' 830.37 (S) TYPE 8 CAI 1.19 CURB INLET 833.73 120 ■ Ill (S) INLET TYPE M W TYPE 10 CASrG 1.20 CURB INLET M43 24• - 527.95 (N) INLET TYPE No W/ 18• - 528.53 (E) TYPE 10 CASr'G 18' - 828.63 (W) TYPE 'D' MANHOLE W/ 1.21 MANHOLE 81 18' - 828.93 (S) TYPE 4 CASVG 20 MANHOLE 831.39 18' - 828.50 (E) W TYPE MANHOLETYPE 4 CAI 2.1 DOUBLE CURB 18' - 826.89 (W) INLET TYPE • W/ M INLET '12 18' - 826.99 (E) TYPE 10 CAST`G 2.2 MANGLE 834.27 18' 827.36 (E) 18' - 827.20 (IV) a II II n L C - Jl V W 110'-12' S0 ml III 0 0251L �,01O.= In III x CB1 CB2 B3 C64 CB5 GEI I rl.1 d I 13 1.6 1.7 o 2• a _ . :., - , ... _ •. ...: 8• SO 0 O.2SG vrl: �'011.00 10"WTR 10"WTH 10' W1R 10"An --r VETERA S WAY ,A, 17 (PUPMC STREET 0 2.1 l p HVE HVE HVE N 2.2 N ml d III ­11 rr - -- - -- - -- - --- (D I 38'-18• SD 0 0.74% - - - - an Nt a; BUILDING 1 ul O tt N 128'w10• SO O I > I O 0.92% of n I a lid ancl J W20 - - - - - n a LU e a a a y a2.3 I- EI El ® IIs an y 4„ I - - - a mll y I III LU I J r 3 BUILDING 2 anCL a C I } 291 SO O 0.73% I ■ • a, X J J a F 1 1 iA l n2.4 an On i� 1 I 1�I�;� an On a 2.5 N U x 101 O - 21 D � irs3'-1s•ssez.l9s-------- -- 06 c 2.6 u 45'-12' SD O 0.50% / 4- �\ OFFICE BUILDING Re INLET PC ' 84615 / // a E // IN 78'M2' SD O 0.507G (207 t _ _ O E n srMun TC e4775 - - - - - - - -� a m / 3CMY SD 0 9�43% curt III Cn3 - Q / ( _ O N \ / RELEASED FOR CONSTRUCTION WRI ----,2"WTR------,2"WTR------,2'wTR------12 ----12"WTR------12"WTR---- CI14 Subject to compliance with all regulationsof State and Local Codes - - - - - City of`Caneel (�-------------- �VT�T1ow�NaA� \\ III ) DATE: 10/31/19 MH15 STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 2.3 MANHOLE 839.89 18' - 828.64 (E) 18' - 828.54 (W) IX 15' 841.80 (SE) 24 MANGLE 843.05 18' = 8211 (W) 18' = 829.19 (E) 15' = 8391 (E) 2.5 MANGLE 843.82 18' = 829.40 (W) 18' - 829.50 (N) 2.6 MANHOLE 846.75 12' = Sol (NE) 15' - 540.75 (W) 12, - 842.61 (NE) 2.7 MANHOLE 847.94 12' = 842.50 (Si 12' = 643.00 (SW) 2.8 MANHOLE 847.88 12" = B43.20 (N) 2.9 Trench Drain 847.21 12' - 846.00 (S) UPSTREAM INV. - 846.75 AS-9 AQUA -SWIRL 830.14 12' = 025.82 (E) II I• SD Is •31 0 0.10%1 5'-12' SO O HVE 32'-240 SO O L3'-24' SD O BUILDING 4 39'�24' SO O 34'-24' SO O 151 SD O �0 .-U I Ul TAVERN BUILDING 3 I T _ =_ ---12"WTR--- HWz4 0"SD I I II I LEGEND MALC 12tiD p. .W 4p1STF/♦Ea STORM SEWER _= 0P loc9seal FOUNDATION DRAIN/UGERDRAIN qy� STATE OF p�u r {+�.--� SANITARY SEWER ".L�, MOUMF 12'WrR WATER MAIN 9 O Ipy t - C G GAS 1111�\N� 06/10/19 Ur TELEPHONE UE ELECTRIC HVE HIGH VOLTAGE ELECTRIC F F FIBER OPTIC EXISTING UTILITY TO BE ABANDONED CATCH BASIN/AEA DRAIN ■ CURB INLET Z ENDWALL W p CLFANOUT W MANHOLE 0: .e. FIRE HYDRANT WATER VALVE OX PGGSED STORM I.D. OPROPOSED SANITARY I.D. FUTURE CONSTRUCTION Z W UTILITY KEYNOTES a 0 40 80 120 01 RELOCATED WATER MAIN. 18 6' DOMESTIC WATER SERVICE W/ G COMBINED DOMESTIC/FIRE PREVENTER NSIDEZG BUILDI OW G GRAPHIC SCALE IN FEET O PROTECTION WATER SERVICE. Z PROPOSED BUILDING STORM O FIRE DEPARTMENT CONNECTION. 17 SERVICE (SEE PLUMBING PUNS). f OO ADJUST FINISHED GRAD STRUCTURE TO 18 O DCSTED PUBLIC WATER (BY p N a © SERVICE O 1.Op% 19 FIRE HYDRANT Il On t mEMBLY o N an m (MIN).80 FROM BULUILDING U LU Olt PLUMBING SYSTEM. PRIVATE - ", RELOCATED HIGH VOLTAGE PAINTED REDLU © ELECTRIC (BY OTHERS). K W O7 25' ELECTRIC EASEMENT 40 T-COUPUG REO'D 4 TIE EX. a Q O❑❑ 0:Y U 6 C.P.P. TO NEW STORM SEWER. / O PRIMARY DISTRIBUTION CABINET. (BY DUKE ENERGY) 21 PROPOSED INLETS ON TOP OF RELOCATED OVERHEAD ELECTRIC. pLUMBINGUCNRE. (SEE TRANSFORMER BY DUKE ENERGY. 2Y PROPOSED FIRE HYDRANT PRIMARY ELECTRIC SETMCE 1 PROPOSED 12" 0.1. WATER MAIN 12 SECONDARY ELECTRIC SERVICE 23 EXTENSION ( CONNECT TO EXISTING UTILITY I \ 13 PER AGENCY REQUIREMENTS. 24 PROVIDE 10'%10"X12" TEE J \ 14 PROMISED UTIM POLE AND O POST INDICATOR VALVE pg FIRE SERVICE ENTRY WITH 15 RELOCATED LIGHT RILE DOUBLE CHECK DETECTOR ASSEMBLY INSIDE BUILDING -1.17-- ---_ I �/ -478 12• ED O 2.91 SO O 0.52% W V TReHcH Di e28.44 w I_ L (� TRE>rcx oRnm 82865 i `7 T --- L V----7- - -ao , UTILITY NOTES 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS r TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS 1 ASIM D-3034, STIR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454-B, OR REINFORCED CONCRETE PIPE CLASS III, N. OR V IN ACCORDANCE WITH as N N 3 0 O 'T O � 7 z aa O M C N c N N a m la a1 N p1 N r ly x r m � H1 LL F LLI a 00 J REIM C-76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C-151. OR HIGH DENSITY POLYETHYLENE PIPE O 1 CONFORMING TO ASTM-3350 CELL CLASS P.E. 3744 33C. O 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL RAVE A MINIMUM VERTICAL SEPARATION OF 18' BETWEEN THE OUTSIDE OF THE WATER MAIN ( PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE IF WATER UNE(S) CROSS BELOW SANITARY SEWER UNE(S), SEWER UNE MUST BI CONSTRUCTED OF EITHER DUCTLE IRON PIPING OR OF 200 psi PVC (SDR-21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 5. EXISTING UNDERGROUND UnUTTIES ME SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION J OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE I UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD .. LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL �_ I NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. C 8. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE Z WITH CITY OF CAMEL STANDARDS AND SPECIFICATIONS. UJ 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE Z ; STORM SEWER SYSTEM. 2 I W ILL 8. GRANULAR BACKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND j WITHIN 5 FEET OF PAVEMENT. U 0 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL V / J I AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIREDBY FEDERAL. STATE, COUNTY. CRY OR LOCAL AGENCY. THE MOUNT. LOCATION O W I AND SIZE SHALL BE PER DIRECTION OF AGENCY. 10. ALL SANITARY LATERALS SHALL BE 6' SDR-35 PVC O 1.00% MINIMUM SLOPE Li W ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED GRADE TO TOP OF PIPE. Q LU j 11. ALL WATER MAIN/STRUCTURE CONSTRUCTION SHALL BE PERFORMED IN = J I ACCORDANCE WITH CAMEL WATER STANDARD SPECIFICATIONS AND REQUIREMENTS, INCLUDING AS-BUILTS PROVIDED AT COMPLETION. WC I IZ ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHALL HAVE PROPER THRUST BLOCKING. C L 13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTLNES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. _ v 14. SEE SHEET C101 FOR EXISTING STORM SEWER AND SANITARY STRUCTURE INFORMATION. 15. ALL STORM SEWERS WITHIN PUSUC RIGHT-CF-WAY SWILL BE REINFORCED CONCRETE PIPE. CW C a � Z 0 a Z ImI- J w Z �a a J a I- -o C401