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HomeMy WebLinkAboutC-212 SEWER LINE PLAN AND PROFILE POD 3 i (JUS FRANKLIN RD. 2575 2575 ( J-U-B ENGINEERS, INC. EXIST. GRADE FINISH GRADE V . - - - - - - - - - - - - - - - - - - - - z J � o e v co d (� C 2570 2570 .0 C") � UT -9- �- � UT - -a - UTa - - - - - UT - - - UT - - - - - - - - - UT - - - - - - i CD 00 -- W o0 o 'a� ° ° • e v ed v ° ee z x (D A � >� -I- v� -- .0 - - - - - - - - - - - - - - � � e N > dop - - CD 2565 2565 -- - ----- 93 LF 8" PVC @ 0.40% SCALE IN FEET W � � � o � C:) C � SF CO (_0 N c SSMH 2560 S 1?05.00, 0.00' 2560 KEYED NOTES RIM:2573.18 SEWER INV IN: 2562.688" (N) 2563.44 RECORD EXIST. INV. OUT: 2562.462563. 4 S1 CONSTRUCT SSMH PER ISPWC STD DWG SD-501 ON END OF FUTURE RETAIL BLDG. C-4 EXISTING 8" SS. DIG AND VERIFY DEPTH AND LOCATION. IE: 2562.46 4,350 S.F. ° �CENSF lc: p I FNc FF: 2572.00 S2 PRIVATE 93 LF 8 PVC @ 0.4/° SLOPE F, � 2555 2555 S3 i� O CAP AND MARK FOR FUTURE EXTENSION = 1+00 1+50 2+00 IE: 2562.95 2563.81 G r S4 8" x 4" WYE (3 LOCATIONS) V ° PRIVATE SEWER EXTENSION S5 SANITARY SEWER BUILDING POINT OF CONNECTION Oy9 rF OF �oPpQ� m IE: 72564.63 SCALE: AS NOTED F- S6 27 LF 6" PVC @ 2.0% SLOPE 10 13/2023 `n OSANITARY SEWER BUILDING POINT OF CONNECTION D RAW I N G S7 Nco z I E: 2570.00 m SEWER CITY OF MERIDIAN Sg CONSTRUCT SSMH PER ISPWC STD DWG SD-501 ON END OF o F o w ' EXISTING 8" SS. DIG AND VERIFY DEPTH AND LOCATION. IE: 2564.28 2565.15 z F_: z `�" �-- 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16)AS WELL Q Li Yj m N AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. S9 PRIVATE 29 LF 6" PVC @ 1.0% SLOPE <Q Z �U rn N 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND S10 SANITARY SEWER CLEANOUT W. 6" x 6" WYE 3 a = o m ° o Q r , IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE RIM: 2572.07 C-501 O° ~ 1Z J L_J I E: 2564.59 2565.54 0 LZ - (0 C m 1 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED �Q � m o IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION S11 PRIVATE 101 LF 6" PVC @ 1.0% SLOPE O ui 3: � X II cn uJ 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). N D z oLD N S12 SANITARY SEWER BUILDING POINT OF CONNECTION z_ Q 3: Q m Q 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A IE: 2565.68 2566.55 3 0 uai z _ z MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH 1,500 GALLON GREASE INTERCEPTOR X °' n 0 O LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH S13 o ' m z O RIM: 2574.10 (CENTER) w o } > z N SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE IE IN: 2569.80 w o Z J o O li N WASTEWATER RULES (IDAPA 58.01.16). ° w m IE OUT: 2569.55 woo � � g S11 O 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A S14 21 LF 4" PVC @ 2.0% MIN. SLOPE � = 0 � D z U) STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). Q 0 o co ? o Q o N S15 39 LF 4" PVC @ 2.0% MIN. SLOPE Z o O o o N m S16 10 LF 6" PVC @ 2.0% MIN. SLOPE � wm � Q 0000 W ooee J ~ O ---�- P/E - p/E S17 POTABLE / NON-POTABLE CROSSING, SEE SEWER NOTES 2 AND 3. _ oz w Of w EXIST. 8" PVC @ 0.40% I S17 N STORM DRAIN _ = z o SEE SHEET C-202 yy NOTES: o U) Q U r 0 z I 1. BACKFLOW PREVENTION (RPBA) ON WATER SD1 ASSUMED CATCH BASINS, SAND & GREASE TRAP, AND SEEPAGE 1+00 1+50 SERVICES ASSUMED TO BE LOCATED INSIDE EACH BEDS SHOWN FOR REFERENCE ONLY. oS o� J'-� - P/E FUTURE BUILDING. N N S8 sg S10 co W SSMH 1 co lk co N 00 ui ° o w - - O BANK SITE BY OTHERS CY) >_ W C Fn S3 I O Z N i I W z N II RECORD DRAWINGS: U� J Q � /L c - 00 These record documents have been prepared based on � LL w /% information gathered during field observations as well as 01: W O O= - information provided by others.The accuracy or Q completeness of information provided by others has not been w verified by J-U-B. S2 / L_J If these record drawings are a public record,J-U-B grants U Q r the public entity with jurisdiction the right to copy and Q 7 z z I disseminate the hard copy or digital image to those who r/1 L �l 0 p/E I I legitimately request the information in writing.Any release, v J W z J O Q � use,or reuse by the public entity,any individual,or Q o © I I organization,shall be at the public entity's, individual's, J Y N I and/or organization's sole risk and without liability or legal \ L4I I , exposure to J-U-B. z J LU W N - I Any seals of the registrants included hereon represent that M�M W Z W $17 I I the drafting of the record drawing information was completed (5 W J - _ by staff under the registrants'responsible charge. T S6 d S13 N S14 1 I W W FUTURE MIXED USE BLDG. 3 3 S16 1 I W 6,200 S.F. RETAIL GROUND FLOOR o WITH 7 UNITS ABOVE S5 S4 _ S I I I O a FF: 2573.50 PRIVATE SEWER MAIN EXTENSION S7 W SEE PROFILE ABOVE _ SS 1 I� z II w Y S1 C:) S15 FUTURE RETAIL BLDG. C-6 e �_ o SSMH o+ S17 7,200 S.F. zT_ N W FF: 2575.00 , _ _ I 1 Nw � _ S I - - U I -ISS FILE : 10-23-036 C-212 a j .•s ° s` '� a I--I n S17 I �_ JUB PROJ.#:10-20-143 1• DRAWN BY: JGC m w r �, a . • - - - - - - - - - - J I I C W -�- - U oeeoo eooe \\ oo°e°Oe°e N I ° I - DESIGN BY: DSM o O - - - -1- -1 - _ _ _ 1 CHECKED BY: DSM EXIST. 8" PVC @ 0.40% W 1 I r ONE INCH m W ROAD C (EXISTING) SEE SHEET C-205 W yy 1 I AT FULL SIZE, IF NOT ONE °' W W W i I INCH SCALE ACCORDINGLY W: co C\JN o - W a I of LAST UPDATED:9/27/2023 C SHEET NUMBER: e a oo S SS , SS SS SS SS SS o u Z Z Ll C-212 o � � o