Loading...
HomeMy WebLinkAboutC5.3_Sewer Line C+E Plan and Profile m NOTES KEYNOTES 0 25 50 100 150 0� \�E SFp'tip, O 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. G97O a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. HORIZONTAL SCALE: 1" = 50' 1697 4 O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. VERTICAL SCALE: 1" = 5' �'� v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER O 9TFo 0 Q ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'Q/NNE 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD Ln DRAWING SW3 U /m4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR fl1 U) OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDING, CARPORTS, u# Y TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC.O \/ i J " SITE KEY W o J ED 1"=400' 1 D U SI U L1 N 0 O O 00 �M X O O 3 °i m LLI . 00 cn O - U O d m ! W fu W (6 Z W 16 / 16/ — — —EG — —EG_ _ 7-13 \ \ / TB — JG- 0 TB - - TgTU TB—�TB \ �FGEG- 219 O1B � � \ \ TB SCCO D-1TB AEG' \ \ �gTB(ZTg TB Ix - - —EG— BLOCK 6E N NO 16 - - 3o O 7 5 1 0 o N(nr .1,ZZy� II =� mcn'N m \ O O w N L�N� N�D� z z y m4 SSMH D-3BLOCK 7 0o 11 + I� 3 41 2 0)OD N=(A N r (n .PU \NZu+cn a' c�o6,n !'corm � �0 < C) m N �� � 610 9 ol��� �Q' �''" _ - - no0)m II = III mNi G�v� 1 0O9 , rnm ra WN ZZDm � wo con - II +m <8 II � \I Z -(n x SSMH D-2 �ocPr^ ��� 2 �� c000II \ +� �O s Q W wO P\ 1 2 / �� OJvn III +rNi �o�� 1 \ / zo ww�' rn � U) \\ o (Y2 co W co m � \ pp aLLJ SSMH E-4 $ Z -' Z $ SSMH E-1 tiT U N� "yy wN4+0p 2 6"PIpZ4"PI 4"Pa"Sy / SS oSCCO E-1 U) a.� _130165' 8 - 15r 2 g, \ Q Z1 2 3 _ 12+005 5LI_ w W Z rr� 8"SS> SSMH E_ �= wO > ; 4 2 < vSSMH E-3 o=tnr' o'�i- > N , i _ �War w� � o'coa, �cc °'' Zing o �m �4)�N-t cn o N o w w.; II +O ao0ic0 000N NON `Q C i-pLn O W W� W !Np lP5 ^ 1 N tO� <V \J S�� J(T m 'INSTALL T-TYPE CLEANOUT N U) n w y tpW+ II pj W+ II � a.NMIll � �1� ODD ? (n �- 2 Z= m3 x cow+ II c FOR FUTURE 8" SEWER0 11 + o' N W�HN 3�2co ,� Q 70 WO- > t . ito II 0 11 to II 0 II w��N � ° `' MAIN EXTENSION °' w N N � 3�Z 2 w rn c i ad yj o^0.N c)N � o r'�y k�� c� wNOc ^ m (n 11 N >Lo >r'i �'Z� ¢ Z � (n II c� 11 <v�. � . W(nt,r _ + NO rnr \\ FO N�? � � Z = <wZ ^ 00. S� -o( �2N a�MO a0p�F(n (�10 0'O n el 11 1 + jjo^ N±Q N=N 2 i Fo12 Wv~i Wit > W IQI z> n� 6DESIGNED: C. GRAHAM O °` ��2cv 14BLOCK 5 1 1 d E N�z N DRAWN: L. HAASE (w 12"W 1 � CHECKED: C. GRAHAM - S. SELAWICK WAY_ - Z � / 7W 12+00 -SSMH C-18"SS> 10 APPROVED: C. GRAHAM � 2 8 9 O14g. \ 7?, .� 13 SSMH C-2 ss PREPARED FOR' 7O 9pBLOCK 2 a_ ` PO BOX 593 Ld k / x�SSMH B-2 2730 .. 273oEAGLE, ID 83616 - - - - - - - - --------- ----------- - - -------------------------- - --------- -------------------- -------------------- - ------------ ---------------------------- - ---------------- ------- -------------------- --- - zQzl1) (o (D 6 O - _ ------------------- -- �BLOCK4 Z v� moo_ N II c(00------------------- --------------------------- ----------------------------------- w O NOY / 2725 N N oj (D1 N+ O Z Z 002725 10 --------- ----------- w a. c� or ------ w o+ o 00O a Lu � � N — N = Ilzzz ------------------- 3 cn o N H M QII zzU)F- wZ) z 1 s� - - W L^ `- Lo � Z O N 00 00 (n(n tr00 00 00 - NIN w 0) 1 +Z .Ni 9 N O W7N > j ------- - u- ----------- 2710 2710 2720 N o o 'r? co- or c j a Z Z 272000 N (n HO t o '1 00 II cn(n ao ao 3 - ---------------------- r M 00 ZO w --- ------------------- =�" co ------- --------- -- r N --------------------------- aD M N ------------------- 1 + o ------------------------------- ---- -------------------- ---- - ------------- ------------------- ^^N O � W Z - OO-� N �o N II WNr I..L rO cri EXISTING GROUND----------- - -------------------- O O ------------------- ---- -- (p O O 't ------ -- —00 N Z - ------ N Z -- N IQI 11 Z_ Z1 'n rnrn N � � oo I + � I + - g- - - z -------------------- O co o ----------------- 'a' o o rn co w cn r w r j j - - N N w 00 0o - -------- -------------------- ------ -r------ � ----- •s rn o in N N 11 (fl 0) --------- N j j -------------------------- - Q1714 0) 2705 00cn N N di Z Z �O 0 N N N N 2705 2715 oa zZ ----_--- �a (� Zz2715Oc � II 1 + rn - - Noon II II � � -- ----- - o _ _ cn cn ao ao cn cn o-ao ao --- 6" PRESSURE - IRRIGAT = N+ rn O ---- -------------------- --- Q (I Z Z z --------- °°oco > > --- ---- - - - - ----------------------------- - - - - ---- -------------------- ----------- ------ ---\- - -- ------------- -- ROSSIN ------ ---- - ----------- ------------------ _(r N II Z FINISHED GRADE (n = = = m Q cj z z z zN Z Q - a � - � —^ -- ------------------- N N 0'00 00 00 - w,V (n � 00 -- Z cL 2700 2700 2710 2710 � Lu Lu ----------- ------- - V)FINISHED GRADE - ce ------ ----- --- 12" STORM DRAIN --------- 4" PRESSURE O_T8 WATER MAIN CROSSING IRRIGATION CROSSINGQ W"2695 CROSSING 2695 2705 D-8 S=0.42% L=130' 2705QEXISTINGGROUND D-8" S=0.42% --L=165---------- - " --------- ----------- -- ------ ---- - ----------- - -------------------8 S-0.42% L=127' _ zWcn - " -------------------- ------------------------------------------------ ------ ------------------- - D- - 8S- 62% L120 D=8" S=0.42% L=118'----- - W2690 LJ 2690 2700 L=32' 2700 V) ------------------------------ ------------------- ------ ------------------------------------------------------------- --------- -------------------- ------------------------------------------------------------- -------------------- -------------------- --- ------- ------------------------------------------------------------- - -- S=0.42% ------------------------- D=8" N 2685 2685 2695 2695Q 12+50 12+00 11+50 11+00 10+50 10+00 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 vi CSW PR03ECTNO. 19022 J DRAWING DATE 04/10/2024 SEWER LINE 'C' PLAN AND PROFILE SEWER LINE 'E' PLAN AND PROFILECII CL o STA. 10+00 TO 12+50 STA. 10+00 TO 16+00 Q c5m O 3