Loading...
HomeMy WebLinkAboutC5.1_Sewer Plan and Profile SHEET NOTES A. SEE SHEET C1.0 FOR GENERAL NOTES. SS\ONAL E y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q F40 FF C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 119 BEYOND PROPERTY BOUNDARY. J, 07/18/23 0 D. SEWER MANHOLE'S LESS THAN 18' SHALL BE 48" ,� \Ij STANDARDDIAMETER ISPWC STANDARD DRAWING SD 501. INSTALL MANHOLE 9TTNEW S• AND COVER PER ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. SEWER MANHOLES DEEPER THAN 18' SHALL BE 60" DIAMETER. INSTALL SEWER MANHOLES WITH THE VERTICAL FACE ON THE UPHILL SIDE. o . D. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC STANDARD DRAWING SD-511A AND SD-512. MINIMUM COVER AT PROPERTY LINE FOR SEWER SERVICE SHALL EX\142.70' of 12" PVC @ 0.36% / I I Ia BE 6.5'. ALL SEWER SERVICES SHALL BE 6" PVC / I I BLOCK 1 I 5 O 4 WITH MINIMUM SLOPE. SEWER SERVICES CES WITH LESS 18 VERTICAL m M EX SSMH 4 I I I CLEARANCE FROM POTABLE WATER SHALL USE 6" PVC a o / \ / STA:2+42.70 OFF:0.00 I C900 WATER CLASS PIPE FOR THE ENTIRE LENGTH OF L THE SERVICE. / RIM:2622.58 I INV IN:2602.47 12" PVC I I E. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS / INV OUT:2602.37 12" PVC J FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE OF MANHOLE. F. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EX SSMH 3F I / / EX 125.61' of 12" PVC @ 0.33% I_ EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR a TO INSTALLATION. SERVICE LENGTH AND INVERT ARE N w STA: 0+99.95 OFFSET: -0.04' SEWER AND WATER EASEMENT z V, g BASED ON SD-511A. STATIONING TAKEN FROM N: 10774.82, E: 10318.48 Q, / O SSMH 2 I CENTERLINE OF SEWER ALIGNMENT. w o ® / STA: 4+13.05 OFFSET: -0.01' I r ; W 2 v ® STA: 2+33.74 N: 11084.94, E: 10330.34 w Lu o g / STA: 3+04.01 CDL: INV: 2612.35 SVC INV: 2612.33 _ KEYNOTES C �' z 25.4' L: 25.4' I UTILITY MAIN/MAIN CROSSING a r 1 1 o I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION goo. g "I� -4 iL 39� C��J9IL j@jL ' o OF THE POTABLE WATER AND NON-POTABLE v - - - PIPELINES (SEWER, STORM DRAIN, IRRIGATION, s2M 2+0� M + M 4b0 M M M - AMENITY, ETC.), PER CITY OF MERIDIAN SA s s $ s-ems s REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.0 FOR MORE INFORMATION. `t UTILITY MAIN/SERVICE CROSSING I I I I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE / / /CON STA: 1+98.77 STA: 3+124.10 STA: 4+06.06 I © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, z N Q INV: 2613.30 SVC INV: 2613.18 SVC INV: 2613.58 3 Ia AMENITY, ETC.), PER CITY OF MERIDIAN L: 23.3' L: 23.3' I : 26 I REQUIREMENTS. SEE SEWER NOTE 3 AND WATER I NOTE 3, SHEET C1.0 FOR MORE INFORMATION. Ulu EX 190.98' of 12" PVC ® 0.29% / / SSMH 1 ® Ia $ � INSTALL STANDARD SERVICE MARKER PER ISPWC STA: 1+25.00 OFFSET: 0.00' 3 I o / / �,=�,' / .a/ N: 10796.89, E: 10330.33 I STANDARD DRAWING SD-512. PAINT TO BE GREEN.STANDARDINSTALL GREEN RV CDISPWC STANDARD DRAWING SDI5 MARKER PER H- CORE AND " SEWER GROUT E B CONNECTION. INVERT S LISTED. 3Ia EX 136.24' of 12" PVC @ 0.34% / I- / BLOCK 1 / EX SSMH 2 a N a STA:5+59.29 OFF:0.00 ® I RIM:2624.31 r INV IN:2603.44 12" PVC W I o INV OUT:2603.54 12" PVC L 1�"Ok I I _ I uu SEWER PLAN AND PROFILE o 0 50 100 150 0 5 10 15 z Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" =5' J w Q J LL � o z0 2635 2635 ur) w 0_ Qz � z Q w z _ �, 0 O z Z ) DC DC Q `. 00 2630 C14� I: Co 2630 ^Q^ w5 Q N 0) V) 1 L 2 W 6 ro p C` p C N = n1 (� NN � cp +� _ z Z LU cn v) „N `-� EXISTING GROUND N +� DO 2625 w � �N FrZ Z N �•� � 2625 Ln w - - - - - - - - - - Ln 2620 FINISHED GROUND 2620 8" 8" WATER WATE R SLEEVED PRESSURE IRRIGATION 2615 2615 EX 12' EXISTING W TER MIN GRAVI IRRIGATION 2610 2610 ® 2 0% Zgg.05, O d O F 3 2605 2605 0 M 0 0 25.05' of 8" PVC @ 2. 0% a 2600 CON 2600 Y K Y E N G I N E E R I N G 5725 NORTH DISCOVERY WAY EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83713 N 2595 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2595 PHONE(2081p63o9-6939 N DESIGN BY: KWK >N p (0 00 p n N 00 LO CY)� LO 0) LO 00 N 0)� ") CO _ r r 0)V N q n � N CN N N DRAWN BY: KWK N N C N CIA N CIA C4 N N N N N N g N N ( N ( N (0 N ( N (o N N ( N ( N (D CHECKED BY: MSD a N N N N N N N N N o DATE: MARCH,2023 PROJECT: 23-021 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SHEET NO. s 0 N M N d