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HomeMy WebLinkAboutCC - Sewer Line B+C Plan and Profilem 0 a U) rn En U J Y O Ld J 0 0 0 U_1 Ld W a w r_ 0f N (n Ld of x w 0 O F 3 to z Z F O U of 0 F Z W of Z N_ 2 H W O Z O Q U LL 0 O o' O Ld u) w 0_ z O 0 0 a Ld z a U J Y Qf W J U }o I- 0_ w a O of Z w D Qf Qf N U J Qf O Ld _J U N O 0 of a O 0 TSITE KEY 1 "=250' 2775 2770 2765 2760 2755 2750 2745 NOTES 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. 11 4' PI 4"PI 4"PI z iM X W W v p a in � n O N vo,• II r I N� O 0 W vv m N ILi ^ m M r N > NN O µme• ^ N �Q II s �o v�i Lj p FINISHED GRADE N v~ ro aDO�NN I ; K O �O� II II j m�N» O O Z Z 0 Q I z z - x+'o-- O N NN 0_ a0 a0 N Z Z Z II — x�- _ ------ -- w (na: co no oo EXISTING GROUND 12" STORM DRAIN L=221' 5=0.60% D=8" CROSSING 0,8 4 06% 5 I AAF� I CONNECT TO EXISTING SANITARY SEWER MANHOLE - EX. 8" INV OUT=2750.19' (FIELD - VERIFY PRIOR TO CONSTRUCTION) - 2775 2770 2765 2760 2755 2750 2745 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SEWER LINE W PLAN AND PROFILE STA. 10+00 TO 1 3+50 KEYNOTES 0 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET CO.1. 0 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET CO.1. BLOCK 2 2775 2770 2765 2760 2755 2750 2745 Z 0 20 40 80 120 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5' X I W O 3 w n 10 Lo 0 M ao r N a n 6 N Y N Onf 00 -------- 9 e �(1 r------ 0 O n r N VNaO r N-------------------------------------------------- N II -------------------- ---------- N I 7---------. +� O --------w In N N H------ OM II II N t0 II ~-------------------------------------------------- O -------------------- ----------U N r �N> -------- ri Z_ Z_ 0 ------ I (yZ + m —-------------------------------------------------- o -------------------- ---------- x II II Z ---------. m --------u) _o n N ------ � N > > II l z z-------------------------------------------- FINISHED GRADE ----- -------------------- v� ----------cn , rn ao.---------. II z z z II--- ';F�-- rn w ao 'co 'm 1n oo 'Go x� w ------------- -------------------- ---------- - ----------------- 1r EXISTING GROUND -------------- ---------- - 12" STORM CROSSING DRAIN------------------------------------------------------------------------- -------------------- ---------- - ---------------- L=223' _ S=0.609 D-8 - I S=4.72% D=8" TO EXISTING SANITARY SEWER MANHOLE -------- ----- EX. 8" INV OUT=2751.38' (FIELD --- --------- VERIFY PRIOR TO CONSTRUCTION) ------------ 0+00 10+50 11+00 11+50 12+00 12+50 13+0( SEWER LINE'C' PLAN AND PROFILE STA. 1 0+00 TO 1 3+00 / O /U Q SCCO A-1 BLOCK 2 �r \0fy4L Fi �F ��GENSF� tiF 16970 6-2-22 OOSTgTF �7NNE M. GRF YVJ i JWl E C LLn M liN30 a) co O m x2 O �v 3 rn O� d "o E v f6 L u H 0 O a u N 0 O z DESIGNED: C. GRAHAM DRAWN: L. HAASE CHECKED: C. GRAHAM APPROVED: C. GRAHAM z PREPARED FOR: 0 G20 LLC PO BOX 593 U EAGLE, ID 83616 D Z 0 LLJ JCI-1 LL O LL N � 0 OLu a z > N O 7 L Z Q J CL a z Q / Z LLJ CL 0 m 2 U Z LLJ (r7 O + m LLJ Q d LLJ LLJ m Z � J N LLJ LLJ d LLJ V) CSW PROJECT NO. 22001 DRAWING DATE 06/02/2022 C5.1