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HomeMy WebLinkAbout(04) C401STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 1.1 111 Pips Headwall 830.97 84' = 822.47 (S) SEE PLANS 24' = 826.30 (S) 84' = 823.2.5 (N) TYPE T M/ ANGLE W 1.2 MANGLE 532.25 24' 826.50 (E) TYPE ♦ GAI'G 12' 825.82 (W) 1.3 CURB INLET 830.65 18826.85 (S) INLET TYPE 'Y' W/ 24' 826.50 (N) TYPE 10 CASrG 15• 826.98 (S) EX 6' = Ill (W) 1.4 MANGLE 830.11 18' 826.88 (N) (CONTRACTOR TO VERIFY) 1.5 CURB INLET 830.73 Is" - 827.0E (S) INLET TYPE M' W/ 18' 827.04 (N) TYPE 10 CAST`G 1.6 CURB INLET 531.34 12' - 828.29 (N) N. TIRE 7 ■/TIRE 10 OWTG 1.7 CURB INLET 832.33 12' - 828.01 (S) INLET TYPE M' W/ 18' - 827.52 (N) TYPE 10 CASiG 1.10 CURB INLET 832.22 24' - 826.58 (W) TYPE 'II' MANHOLE W/ Y4• 846.68 (E) TYPE 4 CJSYG 12' 82. 1.11 MANGLE 833.12 24' - 827.19 � TYPE T MANHOLE W/ 24' - 827.49 48 (S) TYPE 4 CAST'G 1.12 MANGLE 533.87 12 830.34 (N) SIRUC. IN PREY. CONTRACT 12' 830.19 (W) CONNECT NEW PIPE ONLY O al mI a O an ^ rl STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 24' 827.00 (E) 1.15 MANHOLE 63237 = 24' = 27.50 (W) TYPE 'II' MANHOLE W/ 3 TYPE 4 CVSYG 1.16 CURB INLET 831.99 IS' = 827.88 (NE) INLET TYPE M' W/ 15' 827.88 (S) TYPE 10 CAi 1.17 CURB INLET 832.28 15' 828.05 (SW) INLET TYPE A W 12' - III (N) INLET TYPE 'A' W/ 1.18 CURB INLET S33.73 12' 830.37 (S) TYPE 8 CASr'G 1.19 CURB INLET 533.73 12' ■ 530.53 (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 833,55 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 CASYG 2.2 MANGLE 834.27 18' 827.36 (E) 18' - 827.20 (W) a II II ^ L C - J1 V W 110'-12' ED OI III 0 01 ,0101 m III x CB1 CB2 B3 C64 CB5 CB6 I rl.1 d 13 2• 1.6 1.7 an an ..._ .. 13 J9'O18'� 10"WRIT 10"WRIT 10' W1R 10"WTR VETERA S WAY 2.1 17 (PUMIC STREET o I p HVE HVE WE N 2.2 N mI d III Trr- -- - -- - -- - - - - 0 a I I 36'-18• ED 0 0.74%an On - - - - a; BUILDING 1 O tt N I.I.I 3 I 128'w10• SD O I > I O 0.92% OI n I a an cl J W20 - - El - - - n OCin III W e a a a y a2.3 1- ® El ® Is - y an 4„ - - - a mll U) 'III w I J r 3 BUILDING 2 anCL a ; I } 29'-18' SO O 0.73% I ■ • rn 73 J J a F a e i A l n 2.4 an On U x v 1 O - 21 D � ire3'-1s•ssez.l9s-------- -- 06 C .5 u o / { 48'-12' SD O 0.50% / 4- �\ OFFICE BUILDING Re INLET TC 84635 toa � � // � 78'M2' SD O 0.507G rn On t _ _ ONO ^ En srMun TC e4775 - - - - - - - -� a Go/ 30'-12' ED 0 9AM � cur>= w.l Cn3 - Q / ( _ O N \ / RELEASED FOR CONSTRUCTION WTI ----,2"WTR------,2"WRIT------,2'WTR------12 ----12"WRIT------12"WRIT---- CI14 Subject to compliance with all regulations - of State and Local Codes - - - - - City of`Cannel (�-------------- �N1V�1ow�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) EX 15" 111 (SE) 24 MANGLE 843.05 18' 829.09 (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' = 842.26 (NE) 15' - 540.75 (W) 12' - 842.61 (NE) 2.7 MANHOLE 847.94 12' = 842.50 (SW) 12' = 843.00 (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 P SD Is •31 2W�24� ED 0 0.10%1 5'-12' SO O HVE 32'-240 SO O L3'-24' ED O BUILDING 4 39'-24' SO O 34'-24' SO O . UIUl TAVERN 15'-18' SD O �0 17 1.12 ■I 5'-12' SD O 0.551 0 1.18 ■ ID UILDING 5 ■ l0 ■ IQ ' IL - �Ji >T BUILDING 3 I T - - - 12"WTR- - - HWz4 0"SD I I II I LEGEND °`°: 4y M IQD \0Q Wco STORM SEWER loc9seal FOUNDATION DRAIN/UNDERDRAIN 6TATE OF p�u {+�Im SANITARY SEWER MOUNF 12'WrR WATER MAIN O - C G CAS 05/01/19 ITT TELEPHONE UE ELECTRIC HVE HIGH VOLTAGE ELECTRIC F F FIBER OPTIC EXISTING UTILITY TO BE ABANDONED CATCH BASIN/AREA DRAIN ■ CURB INLET Z 0 ENDWALL GO p CLFANOUT W MANHOLE 0: .e. FIRE HYDRANT WATER VALVE OX PROPOSED 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 Me ©ID O FIRE DEPARTMENT CONNECTION. 17 SERVICE (SEE PLUMBING PUNS). O ADJUST FINISHED GRAD STRUCTURE TO 18 O DCSTED PUBLIC WATER (BY p N a © SERVICE O 1.Op% 19 FIRE HYDRANT I.. On t mEMBLY o N an m (MIN).80 FROM BULUILDING U LM Olt PLUMBING SYSTEM. PRIVATE - mmI p RELOCATED HIGH VOLTAGE PAINTED RED LU © ELECTRIC (BY OTHERS). W Y (7') 25' ELECTRIC EASEMENTILL. 40 T-COUPLING REO'D 4 TIE EX. Ix Q 0 ❑ K ❑ U 6 C.P.P. TO NEW STORM SEWER. / O PRIMARY DISTRIBUTION CABINET. (BY DUKE ENERGY) 21 PROPOSED INLETS ON TOP OF RROCATED OVERHEAD ELECTRIC. pLUMBINGUCNRE. (SEE) �� 10 TRANSFORMER BY DUKE ENERGY. 2Y PROPOSED FIRE HYDRANT 1 PRIMARY ELECTRIC SERVICE PROPOSED 12" 0.1. WATER MAIN 72 SECONDARY ELECTRIC SERVICE 23 EXTENSION ( CONNECT TO EXISTING ITNIIY I \ 13 PER AGENCY REQUIREMENTS. 24 PROVIDE 10'%10"X12" TEE J \ 14 PROPOSED LT IIY POLE AND O POSr INDICATOR VALVE pg FIRE SERVICE ENTRY WITH 15 RELOCATED CHECK DETECTOR LIGHT POLE ASSEMBLY INSIDE BUILDING -1.17-- ---_ I �/ -37M5' SD a 0.46111 -47,-12• SO O 2.91 - - - - ED O01 W w V TReHCH Di e28.44 w I_ L (� TRENcx oRnm e28.e5 (7 T --- L -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 FOTINGS MAY BE EITHER PVC THAT CONFORMS 1 ASIM D-3034, STIR 35 WITH A MINIMUM CELL CLASSIFICATION OF 1245E-13, OR REINFORCED CONCRETE PIPE CLASS III, N. OR V IN ACCORDANCE WITH as N N 3 � O O � 7 z N O U C N CD N N a la mM R N p N ^ y x v ^ a F W a 00 J ASTM 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. 374E 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 LINE(5), SEWER LINE MUST BI CONSTRUCTED OF EITHER DIICTLE IRON PIPING OR OF 200 psi PVC (SDR-21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 5. EXISTING UNDERGROUND UTILITES 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 11LE ENCOUNTERED SMALL BE REPLACED AND/OR CONNECTED TO THE Z C ; STORM SEWER SYSTEM. LU 8. GRANULAR BACKRLL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND Mi 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 REQUIRED BY FEDERAL, STATE, COUNTY. CITY 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 UTLIIIES, 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 PUBUC RIGHT-OF-WAY SHALL BE REINFORCED CONCRETE PIPE. CW C a � Z 0 a Z ImI- J w Z �a a J a I- -o C401