CC - Sewer Line Plans _ N
l NOTES KEYNOTES
0
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 16970
a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500.
J O POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. j11-12-210
2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER 9 `�
ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 0 25 50 100 150 OF
U)
U)
Ln 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD
DRAWING SW3. HORIZONTAL SCALE: 1" = 50'
J VERTICAL SCALE: 1" = 5'
V) � I t
Y STUB 8" SEWER MAIN V
O
I I w FOR FUTURE TIE-IN \ i
3: I 8" I.E.=2742.30'
LL E
N I W I — SSCO-1 'W a
SITE KEY
j 1"=500' ( ` 1 I t76 LF 8" PVC ® 0.40% \ \ � ^o ��
U I CL BLOCK I _ - - - r1
w `'' I — —
o I I \ �.I �
z0 sn'coI I � � \ Q � � rn
v) 12"W co w ..
cf) O OO / oU) Uo
I I 1 n II E BINGLEY DRIVE (PUBLIC) m E
w - - - - \ ro
- I 10+00 -11+00 -
„ — -12+00 — � \
11
z SSMH A-1 (EX) N SSMH A-2 _ \ 0)
90,
V)
w
x
W Q I w 2 ` \
~ I tY 4" SEWER SERVICE \ \ \ w
w \ \
o I V I I �`' ENGTH=32.00' v j U W \ \ Q
�MtO ��O tYM"
w I I + w� vwi`�O)ao NMo� woo" Cu
Q I INV=2750.10' o ,.�
Z N ) w+ IIL dxn wd =^ w;u+i11 'n 'rto�N �tyd U \
2 N CCodM� �+ II I W =^ J W+ N ,0N• j
Gl
w 4" SEWER SERVICE it N to II Cj rn II 6 C11 N II �N j Q � 11 h z c o � �
STA=13+31.65 a Fw� �NJ? ��nJ? a IQ-w 24� �3IIGN W� 11 ��h" \ \ \ 2
z a tnIIo11 QZ QZ 11 �u� 2/� 3��tl WHO
O NI a dfnJ? dtnJ? c9 a Q2 li �u 2n 0-v�ro `t C�� \
U I w LENGTH=32.00' to �r to to� ti N �' to+ , - I
I� 30.00' SEWER/ 2 2 2 o W J 2 = Q 2 Itl T 2 von' C-1�c, \ a_
WATER EASEMENT _ N Q 2 `t -Z a�Q CN ���tii SV� \ \ \ / \ \
� 2ff
4" SEWER SERVICE 9p. --�3- ----0 - - s� 2 2 '.x /i'O' ��"�• 0 W
O STA=13+66.95 / /j �^O ,4o, Cv z w
c� LENGTH=32.00' SSMH A-3 _ - 15+00 - SSMH A- .93 2 a�20/� ��)CN„W'�Co ,V \ \ O
z w INV=2752.15' o - v 2 e^ /P
w I EG EG EG . ^ h N O to \ U
j I W 2 \ I �o /�— ————— ————— 166. eG Isfoo 12"W �3 ,\\ �h�2�,N 1,7lb op w �� / u �
ar� �80 \ �� 'e^X //goo' Cv�M \ w o
~ I I PROVIDE KNOCKOUT FOR / SS SSMH A-5-\ ` o /j/.�^� o( h0•
Z I FUTURE 8" SEWER toL
MAIN \ �'// W M W N w^, \\\ \\ 2 v�2ry ��0//opt ly�hj, Lil
N EXTENSION �/ UMON 0"�oao U��i. /� o ^ Zh 10 / \
N o �MO)N 5:yj E000M W O. \ x00 0 \\ ° Q�N ��h' h. / Q
= W w N tf) w N to h IV N c"R K \ \ 2 ��(Z� // k/x ��rb ® z
a Nd I=I N Nd=N N� N� �o 18 \ \ \ ��7 �j��/ON• / \ W
O �wz wZ 3azz ��2N \\ 0 \\ 2 a� =,N / �o w
v o Z FUTOVIDE URE 8" SEWERTMA MAINFOR
�\ /8'C00 12.E 0� 2 \ 2!
EXTENSIONI I W EXTENSION ` \\ \\ / \ w
3 w oo�
�" DESIGNED: C. GRAHAM
O \ \
HPSE 3�Q \\\\\/9x00, 0 �/ / DRAWN: C. GRAHAM
L E P \\ \ CHECKED: C. GRAHAM
w W FUTUR \\ SSMH A-6�\
( I w o\y \\\ APPROVED: C. GRAHAM
0 I 9�� \\ 20Y'00 3 \\
� I
\\\ \\\ PREPARED FOR:
o I I W W\\\\`�8SS�2'H. \\\ G20 LLC
PO BOX 593
EAGLE, ID 83616
z 1 3.
Q v d 2770
2770
- - - - - - - - - - - --------------------------------------------------- -------------------- -------------------- ---------------------------------------------------- - W - ----------- -------------------- -------------------- --------------------------------------- - - - - - - - ------------------------- -------------------- -------------------- ----------------------------- - N N O --
J W a O O �
Ix---------- -------- - 00 p7 to to N
Y X Ii - - ---------- H Ih N N
o' X W I z � W M co II II o
O W I w � .... ZZ O
_ _- ------------ I 3 I + co -
Z vv W
w 2765 i '3 0 3 r- r- N vv 0) =u `4 z z z 2765 W
�� O NZ " 9 NN d to o)0) Q II - - —
--------- ---00M d d N I� ------ B
J O O a? 'o O C�V N II I` N 00 04 N N D: 00 00 00
_ d d O O to N N II tb N r LL
XN --------------------
> wp. I� I� II 9 NN M^ II II O C6M II I- ONN II �r
U 0 00 N N ~ 00 M d d N I + � Z Z Lo z rM t� II II ~ ------------------ -------------------- -----------------------------
O II II --------------------------------------- co 00. 1` 1` II --------- Q M ------------------ I + to - O co Z _Z p
OQ o z z O --------------------------------------------- -------- N o N Z Z o --- ------------------------------------------------= II Cj Z Z Z 2 N Z Z - - ----------------- Q N > > > - - - - - ------- -------------------- -------------------- ------- - - - - ---- -_ ----------- z
L.L
2760 =II N z z z I + to - - O �� m: a it �Q - - =II II z z z /� 2760 V)
II - - I� N(nR0000 00 N —a a �Q - - — /
m a g - FINISHED GRADE N > > > (n(n W 00 00 cn H �a a a / Z z Q
w W t~n ao ao ao = II II Z Z z --- -------------------------------------- N N ao ao ao /
- - -
NH —s a . //
O N N ao a0 a0 / /0 J
-—-— ----------
--- - --------------------------- ---------------------------
wor� 7—— -----------------------— ----------------------------- -------------------- ---------------- - -------- ------------ -------------------- ------------------------ - - - - ------------- > Z
~ 2755 _ 2755 Q w Q
\�-_
z ------------ ------ EXISTING GROUND m �
-------------
------------ - ---- --------------------------------------------- - ---------------------------------- -------------------- -------------------- ----------------------------------- - -----------------------
w W
------------------ ------------------------------------------------ - ------ -------------------- - ------------------ -------------------------------------------------- -------------- ------- - ---- -------------------------- - - - - - - - ---------------------------------- -------------------- -------------------- ----------------------------- - - ------------ >
Z "
12 WATER MAIN- O
CROSSING
U) 2750 2750 Q ce W
- -------------------
12" WATER MAIN Ft
5 �
-- ------- - ------------------ -------------------------------------------------- - ----------------------------- -------------------- ------------- - ---- --------------------------------------------- - ---------------------------------- -------------
---- -- --- "
D
EXISTING 12" WATER CROSSING 23% D,8 S W� 2 z
MAIN CROSSING
U LLI
J
----- - -- -- - ---- - - - ---- ------------- - ---- --------------------------------------------- - ---------------------
Y 2745 "
L=123' S=0.40% D=8 SDR 35 2745 ()
o' _ SD R 3
------------------- - ------------------ -------------------------------------------------- - ---------- -
p L=158 S 0.40
L=199' S=0.40% D=8 SDR 35
L=167'----S=0.40% D=8" SDR 35
- ---- --------------------------------------------- - - ------- --------- ---------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ------ -----------------------------------------------------
------------------- ------------------------------------------------------------ -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- -------------------------------------------------------------
J
>_ 2740 2740
U
CORE DRILL AND CONNECT TO
o EXISTING SANITARY SEWER MANHOLE.
----------- ---------------------------------------------------------------------------------- -------------------- -------------------- -------------------------------------------------------------
n1 EX. 8" INV OUT=2741.00' (FIELD - ------------------- -------------------- ------ -------------------------------------- - - - CSW PROJECT NO. 19044
_ ------------------ VERIFY PRIOR TO CONSTRUCTION) - ------------ DRAWING DATE 1 1/12/2021
-- -------------------- -------------------- ------------------------------------------- ---- ---------------------- -
c�
2735 2735
>_ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50
o SEWER LINE W PLAN AND PROFILE C5mO
STA. 10+00 TO 20+00
Ld
NOTES KEYNOTES N o \GF-sFo
m
__
0
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 16970
a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500.
J �T 2O POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. cS�j11-12-2I p
v r 2. SANITARY SEWER SERVICES SHALL BE TYPE D SERVICE CONNECTIONS PER �0 9TFpF0p`� Q�
ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 0 25 50 100 150
3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD
Ln DRAWING SW3.
U
J HORIZONTAL SCALE: 1 = 50
N VERTICAL SCALE: 1" = 5'
Y
IY
O
J
I- N �� � o
`/) SITE KEY
U
n j T1"=500' •L �
L3 La o
Ln Q) 00
M C M
/ 2 I o I mo c ^
o
II 1
N 0- V
U) 0
N o c)`4 II E BINGLEY LN 98 V � 0)
79'_00. 9 I BLOCK 3 2 I ao
23
\\ SSMH A-6� ", `'„ �x^��� � — — — — — — — — — — — — — Id
\
w \y \ \\ 2 a�_~ ^�°`� ci' \ Id 6�0SSMH B-1
w 91. \�� 2QXQ0 \�� � N�M^^ v�i^�"�, o I g5 99
a� O M' n BLOCK 3 •a
2 �Q N o� �.0 U w 103 102 3 2 a o
v= ` - // vtui�°n. ^, j oo + u,
O PROVIDE KNOCKOUT FOR �8 SSA \ /%�~�� �'c`O o W`O o" w O w w w 101 cn
= a G7 N ly/.l, M N tG N O U U U W W W W V)
FUTURE 8" SEWER MAIN 2 v 2�/ N= co of N M N ^<o n o
EXTENSION �� F 2j �? U&N 33M II00
w+II Woo ��o ��o >>No. WNo- WNo. wco
X00 \ a �2 11 �Q cn 11 �NFn Ntti►MM L7aoKiM L7CDK)cco N"CO N CO I N CO N�o� V I 2
V� 4l� O N II zo N
�6+ 2 �? �� = Q Z II fn II U II �O K)n �.* �0) CV C� CV C 00 ( NCO CV O M (�
2 0� �rv~i�z �w> w+ II w+ II co w+ p �toK)n �or)n o:�M� �or.)� 84 100
W 0 *(n-i 3�xn co 33�xn W+ II co w+ II co w+ II co
w W+ II � 2 0
EG 3 p� GJNFN NFN GJNHN ^xn 00xn 300Xr
o V) II c� II to II c� II (n II (� II NHN NHN NHN NFN
Q3 ` OU 2 2 = F W Z s F W s Fw �QZ II NQz NQZ j NQZ� 0_
SSMH A-7 -22+0 Q �cnJ_ �cnJ_ �cnJ_ _ �w f-w = �w = �w 1
U \� ` EG Q �� �fn J 4(n J Z �fn J? d(n JZ I
w to3��-- ------
ll n `�� EG _ 9 167' D3 3 \ 1 2 2 2 2 2 2 2 9 . 1 83 l a 1 w
Ix>on0 \2 _ _ 12 W
0 n W W 23+00 — _ _24+00 ?�a -------------
O a N w n, , fG <8"SS SSMH A-9 J3 93 D O O
~ II UK, o � G� Ec S ) SSMH A-11 12 W 1I 12 yy °�. E CEDARHURST LN 12"W °'. o W
w II U > >n • 0 —SSMH A-8-—————— — / „ 26+00 27+00 " 28+00 — 29+00_ — 30+00 — 31+00 — — 32+0)
z w w N m 1 \ 90, <8 SS <g SS SSMH A-14
w N N J to II n p o; o 0 3S' \ EG J EG EG EG tG SSMH A-13 <8 SS o+ a
z> M3 N+ I°oNj n �rni 0°00 113� > �z ` —Ld SSMH A-12 I 9p. I cUn
NJ NxN >�r�cV UNDO Wao• cA\ SSMH A-10 Ww I 57 ° I o rn
cn N o:N� II W`ON(0 ��N(D UN�N (3: \ I V) Ld / 2 Id =1
z = gQ Z_Z NN II N D_'�N(D MOO4 Ow Nlal
d F x W �O I O� ow UNOin ow—00 Lw) —0 W
(n J WN 0 II fnpj II N W+N c^O I W 04 N O� O O) O N O d �
N 2 N K) II N I PROVIDE KNOCKOUT FOR N¢ c _
N e w w II �> �N� II I FUTURE 8" SEWER MAIN o w �`°N� ��N� ': °OD 00 ��N� o z
_ cn 2a z z W II O I C� w+ n w+ V) w+ SSMH E-1
r w— 3 a z>z EXTENSION M a N n II N o II ^ N o II ^ N rn II ^
= NNJ GjyLu 3 NFN �NF-(I �NF a LYNX a 58 72 J
li = N J I wao> wa�'> I wao w¢� A
O II I I �US Jz �cn Jz I v~iw— v~iW— 56 I 2 Fn 24 0
I 00
RE PNPSE � W� � �
Fv�U I 55 2 2 .0 w
O I I 54 BLOCK 3 I 59 71 1
I
� I I ao i I I / 1 a DESIGNED: C. GRAHAM
O i w I Id I DRAWN: C. GRAHAM
w I I I 53 SSMH C-2 111— \\/ CHECKED: C. GRAHAM
APPROVED: C. GRAHAM
z
0
2785
o vv M 2785 PREPARED FOR:
------------------------------------------------------------- -
�,,
O G20 LLC
---------- -------------------- -------------------- -
9.
N N n
[Y S In
n n
w ^ ^^� �^_ � ^ N PO BOX 593
Of ------------------------------------------------------------ __
ww ----- ----- 3 z w U-) �0) 1 `� `� EAGLE, ID 83616
z .. --------------------------------------------- w --------------------------------- •s to in 1+ r Z Z p
— —
2780 ^ ^ 3 v 'o o 00 t° cO � a M N > > > 2780
-------------------------------------------------------------
w 3 W I v a o M e t ma c. rr N �a ZZ Z
------------------ ------------------- ------------------- ----------------------------------------- N " Z N " s in in O N N -.
U 00 r fn H _. s s
J :• • I� ao n �n N �? II II O ——— ————— to to ao ao ao
-------------------- -------------------- -------------------- ---------------------------------- ^ 3 ------ --------------- � pj .g, a`no a`no K) ��` ^ �j --- - ------- `n i� N II ------- - I + '`� z z
----------------------------------------
t0 N n H �1
s K) _
W �n H N �9 rn K) II Q O
00 M K) 00 n
M II
O <n <n n O (V Z - N > > >
U) N
Y a0 ��n _ O
N Z -
--------- -------------------- ----------------- —7 --------
O
00 � I N +
_ O _ x Z Z Z n n n II I +n EXISTING GROUND� N II _ — —
� (V n
O N
II Qn
------------------------------------------------------------- • II __ N N N � n �� �Q
,M ^ rnlco) II o� � II II NN > > xCj NZ Z _ NN4:aoao ao 2775
Z n N OZ O 1 + 0ZZ 0 x II II z z �a II _ _ Z
w 2775 W v �� tON Qd+ ^ Q� � - - NH �x s NH �s s
v
O I� N N 0: 00 00
N O
� 11 O N N � � x II NZ Z Z NN 0: a0 ao --
OK) wcDc6 m xII 11ZZ II
14- I + - - - - -
N -
� a U
------------------------------------------
a
9 �n QN �.-------- -------------------------------------
-- -------------------
NH
n lnH _. s J � r
s
N
N _
n > > fn fn � 00 00 00
00
N x
N fn fn a0 a0
11 Z Z--
U ^ �'ninN II �¢ � — — —_ � p W
H NH _s s -
3 ao _
4 PI MAIN
ao —
� �W v ^� � Z � NN � 00 00 -------------------- ---------- -------- ------------------------------------------------------------- -------------------- -------------- ----- -------------------- ------ ----
_ o _
CROSSING z
0 2770 Q N N > > _ _ ——— ————— — 2770 LL
- - ----------------------- -------------------- ----------- - x Z Z -- - ------
NN o II II _ _ —
__ z
e �n z
00
Q _ O
w
n cn H _s s
FINISHED GRADE
-00
0)
u� �
N N N � a0 a0 -- -------- - --------- ------------------------------------------------------------- -------------------- ------------ - ----- -------------------- ----
--------------------------------------------------------- --- - -------- ----- -------------------- -------------------- ------------------------------------------------------------- ---------
�n`
nN n
N
II
a
O
i
O . � 8 WATER MAIN
J
Ir I M C: II II 0 CROSSING
co - z _----------------------------- ----
w
2765 I—QI c j z z z —" 8" WATER MAIN >
CROSSING 2765 _ z
cn� _s x
z
� cn cn � ao ao ao � W
z ��
----------- ----------------- ----------------- ----- - ----- ---------------- ----------- ----
� -=- -------- --------------------------------- -------------------- ----------- - - - - - - ----------- ------------------------------------------------------------ ----------------- - - - - - - ---- -------------------------------------- ---------------- ----------------- --------- -- ----------------- ---------------------------- - - -------------------------- -- W
2 p
2760 760
z
W -
0 -------------- - -------------------------------------------- -------------------- ------------------ - -------------------- ------------------------------------------------------------- -------------------- ----------------- -- -------- - --------- ------------------------------------------
L=245' S=0.40% D=8" SDR 35 � _
----------- ---------------------------------------------
J S-0.40% D8
-------------- - -------------------------------------------- -------------------- -------------- --- ------------------- ------------------------------------------------------------- --------- ------------------------------- — zL=256' S=0.40% D=8� SDR 35---------------- ---- -
2755 3' LLJ
J
Y -------------- - ------------------------------------------- -------------------- -----------
------------------- -
-------------- - ----
- --- S_=0._4_0% D_= S_D R 35------
0 O L-145'
_ 00% D—g SDR 3 _
w 6S_ ------------------------ ------------------
L=23 W
0
—cf) L=101
--------- -------- -----
S-0.40%
S=0.40% D=8" SDR 35
2750 W
D=8" SDR 35 S=0.40% 2750
— -------------------------------------------------------------
------------------- -------------------- -------------------- ------------------------------------------------------------- -0 D=8" SDR 35
- ------- ------------------------------------------------------------- -
------------------------------------------------------------- -------------------- -------------------- -------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- --------------------------------------------------------
----- ---------
N
------------------------------------------------- --- -------------- ---------------- ------- -------- -------
nl CSW PROJECT NO. 19044
--------------------------------- - ------------------- - ---------- -- ------ ---------- ------------------- ----------------------------- ---------------------- ------- -------------------- -------- ---------- -------------- ---------
DRAWING DATE 1 1/1 2/2021
O2745 2745
19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50
IZ
SEWER LINE W PLAN AND PROFILE (CONT.) C 5
TA. 1 + T 2+ ■S 50 O 9 3 50
NOTES KEYNOTES o`� �,\GE sFo'tip
z Q�
O 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE (D POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1.
a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 1697
11-12-21
O2 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. cPj p
v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER C) �TFOF��P�.ZP�
ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 0 25 50 100 150 'S'i�yNE GAP
3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD
Ln DRAWING SW3.
HORIZONTAL SCALE: 1" = 50'
U
J VERTICAL SCALE: 1" = 5' 'n
u�
Y
O
JI,I
N W o
V) SITE KEY
U
J
Tj 1"=500' I� L
0
o Q)
O O 00 �T
X 0
O O 3 °i
m LLIco .
00
cn O — U O
O_ m !_
1, E
z
n BLOCK 3 cl L.
LLI 2
N 83
64 63 62 61 60 59 BLOCK3 58 57 110
84 85 87 88 89 90 91 ,
• ' / / /
PI PI PI PI PI PI PI PI PI I PI I PI — PI PI
w
0 1 BLOCK 3 92
w pl 65 66 67 68 69 70 71 72 ry 100 99 98 97 96 95 94 93 16
00
p cn w w w w w w w Z w w w w w w w w ° 1
= N I U U U U U U U 1- U U U U U cU cU C) ° <
> > > > > > > V) > > > > > — > > > v°' 0
V z Woo Woo woo wo wo0 0 _ moo ( oo moo moo moo 0Oo moo Ofoo
VIO �O VI �N (n �N (n ul V� WOo(O WOE- WO WO WO WO WO O
Sri rn O �ci O U) rn iri iA Sri rn N N O Lri rn a N r7 ,ri o N Lri ,ri � N^ LO O N 'n o (n 'n 'n N Q 'n O1 N o `n '`� N o `n SSMH C-6
(n Q �� N ^ X C)4 �'I� C �'O� NOi �(oNO� a� Np �MN = �coN 04 (ONE MN � p^pN ^ MN � � iAco M�jO
Z W M II co ELJ II o W M II (o Ld II (o LLJ II co Ld II r` w� II n w+ II N W+ II O ao N co O:�N� ^ 2
+ + + + + + + n w+ Ilr\ w+ Ilr` w+ Ilco w+ Ilcp w+ Ilco w+ Ilco
Z p 3� xr` 3oxr, 3 xi. 3 xn = r` 3 xi. 3 xi. Q 3oxn 3:7m: 3�=r` 3Nxr- 3Nxn 3'`�xr, 3'`�xr` 3� xr` I 0
w w HN W HN LLJ W^HN OOHN Ld C-4 waHN t� W�HN w�HN w�HN W—HN w—HN w�HN w�HN W��N
0 (n 11 c9 11 (n 11 c� II (n 11 c� II U) u II U) 11 0 II (n 11 O II to 11 II w (n 11 c� (n 11 O (n 11 c9 U)< V) 11 0 (n 11 O to 11 c9 (n 11 c� � � 1 =
Qz> Qz> Qz> Qz> ¢ z > aZ> Qz> aZ II II II II II II II II h I
Z ; = HW = HW : HW : HW : FW = HW : HW U : HW > - HW > HW > : HW> : HW > r HW > HW> HW>O �NJZ �(nJz �(nJz �(nJz �(nJz �(nJz �tnJz w �NJz �tnJz �(nJz �(nJz �(nJz �(nJz �vlJz �(n Jz �'9\
U w
9 2 2 2 2 6 9 1 2 2 2 2 2 • SSMH C-59RSFR�7
O• 180' O �• 2�g�88Ss31 OF
SSMH C-1 +00 7+00 8+00 9+00 10+00 11+00 a 412+00 13+00 14+00 15+00 w
0 8"SS> 8"SS> <8"SS <8"SS 1 7 z �
— S SKYBREAK LN — — — — —SSMH C-2 — II— SSMH A-14 —SSMH C-3-
—S SKYBREAK LN — — SSMH C-4 a
w 2 p6 8"W 12"W — — 8•�W — — 8"W
u
° O 24 2 PI PI �P 2 i<�9s Lu a0i
1 2 2 2L ti % q
z 2 PI v c'o o i4 % G A moo\t(` 1 8
PI i of�NN 23 >�o°�' >M'oo 0�i kr'�c1' Q
N W+ M ^ W+ M to 2����j I Z
BLOCK 3 SSMH D-8 w iz z w 1 = Z w 1 =z
W II 0 > F w
J
O 2 (nNJ ,3�w— 3�w-
25 (nNJ N(nJ
Z
: :
O 82 74 � t
Q I a 20 C3 �� O
O I >
L� w
O 22 21
O
DESIGNED: C. GRAHAM
� � BLOCK 3
� I I � DRAWN: C. GRAHAM
Lj
cn CHECKED: C. GRAHAM
D
Ld
APPROVED: C. GRAHAM
z 27902790
0
--------------------------------------------------------------------------------- -------------------- ------------------- --------------------------------------------------------------------------------- PREPARED FOR:
o --------------------------------------------------------------------------- -------------------- ------------------- ---------------------------------------------------------------------------------- G20 LLC
--- __ PO BOX 593
z cn
2785 .. M 2785 EAGLE, ID 83616
cn
---------------------------------------------------------------------------------- -------------------- -
�. `� "� ^
-------- - ----- ------------------------------------------------ ------------------- O N----------------------------- 4-O cz LO N M 00 ------------------ ----------------------------------------------------------------------------------
9 � �i, NN II �s. Lo
c� -------- ---- z --------------------------------------------------- -------------------- -------------------- : oi �---- --- Oo cn II II - --- ----------- EXISTING GROUND ------------- 00 r (n N
00
J U. N 00O- IO N I c0 Z Z O r- 00 N II
------- ---- N N O N N 7 O I� ------------- ivj II H ----------------------------
II r7 L
Y 2780 "� "� coo N� �i z o =II p z z z I + Z o 2780
O --------- -- 00 ID r C,4 -------------------------------------------------- -------------------- ------- 00 N > > (A H —: : : _— N > > -------------------------- -------------------- -------------------- ---------------------------- -------------------------------------------
�CK)ONNN II x II Z Z (n(n � 00ao ao / �� x II II z z
------- - ((i 00 II II ------------------------------------------------- -------------------- -------------------- Q — —---------------------- --_ ------------- ��-- H
—— ------------------------- -------------------- ------------------- ------------------------- ^ -----------------------------------------
I r N z z_ O �(n w 00 00 ——— / fn fn w 00 00 Ul
—— v
Lf)
= II N Z Z Z — ----------- --------------- -- -------------------- ----------- ------- ------ ------------------- ------------------- -------------------- ------ ^ -
---------------------------------------------------
^ LLJ
_ 3uj
v 2775 U)i v~i o'00 co ao_———— —— r7 =' =' 2775
-------
-------------------- -------------------- ------ I�N N N 00
------------------ O
N LL.
O
p FINISHED GRADE \ o II 0 ai � ce
--- 4" PRESSURE ---- - -- - \ Oo z (o (n N _ o (nCL
z
IRRIGATION CROSSING (�� 12" WATER MAIN 00 N N
---- -------- ----- -------------------------- -------------------- -------------------- ----------------------------------------------------- - Y . CROSSING ---------------- --------- \�� ----- ------------- _`r N > II O o;,� N I z z
I
Lr)
w \ Q II ? — O
------------------------------------------------ Z _
I^�—12" STORM U)I- _ �(n � '�+ (o z o z
1 \ (n(n 0_' 00 00 N > > U(p
0 2770 DRAIN CROSSING =II II Z z N j � 2770
ILA
-------- -------- - --- —
o_
x z z� II
II —
NH —: -
8" WATER MAIN cn cn o-00 00 > z
CROSSING -------------------------- -------------------- -------------------- -------------------------------------------- - ------------------- -------------------- -------------------- ----------------------------------------- - -------------------------------------- -------------------- --\\------------- --------------------- ------ z
_ -------- -------- - ------------ --- ---------------------- --------------------
cn W Q
------------------
w 2765 12" STORM 2765 Lu
\ DRAIN S
------ -------- - ----------------- ------------------------------------------------ -------------------- -------------------- ---------------------------------------------- ------------------ -------------------- ------------------- - --------------------------- - ------------------------------------- --- --------- -------------------- ----�I—----------- ---------- - ------------
\\ IN CROSSING (/') U
al�
--------- -------- - ------------------ --------------------------------------------------
zLLI
-------- -------- - --------------------------- ------------------------ -------------------- -------------------- -------------- --------- ------------------ -------------------- ------------------- - --------------------------- - ------------------------------------- -- --------- ------------------- ------------- ---------- - ------------------ - -------------
------------------- - ------------------ ---- - ---------------------------------------L=279'---S=0.40%----D LLI
=8" SDR 35---------- -------------------- ------------- ---- - ---------------------------------------- -------------------- --- ----- ------------------ ------- ---y--- ���\
2760 L S=1.439; L=253' S=0.40% D=8 SDR 35 ___ , 2760
138 _ m
8 SDR 35 L-249' S=0.40% D=8 SDR 35
--------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------
--------- ---------------------------------------------------------------------------------- -------------------- -------------------- ------------------------------ -------------------- ------- ------- ---- ---------------------------------- --------------- --------- L=46'
O S=0.40% W
---------------------------- V)
SDR 35 S=0.40% �
2755 D=8" SDR 35 2755
cn -------- --------------------------------------------------------------------------------- -------------------- ------------------- ------------------------------- --------------------------------------- -------------------- ------------------- ---- ------------------------------------------------------------------- -------------------- -------------------- --------------------------------------------------------------------
J_
O -------- --------------------------------------------------------------------------------- -------------------- ------------------- ------------------------------- --------------------------------------- -------------------- ------------------- ---------------------- ------------------------------------------------- -------------------- ------------------- ----------------------------------------------------------------------------------
N
--------- ---------------------------------------------------------------------------------- -------------------- -------------------- -------------------------------- ----------------------------------------- -------------------- -------------------- ------------------------- -------------------------------------------------- -------------------- -------------------- --------------------------- -----------------------------------------------
2750 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 2750 CSW PROJECT NO. 19044
DRAWING DATE 11/12/2021
D'
w
o SEWER LINE 'C PLAN AND PROFILE
0
STA. 5+50T0 16+50 C5m2
r
NOTES KEYNOTES o`� �,\�E S 'tip
m 0 25 50 100 150 Q�n �p
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. `A1
a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 16970
� 0 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. HORIZONTAL SCALE: 1" = 50' 11-12-210
v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' �O ��TFpF\9P�,�Q�
ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'Q/NNE M GHQ
3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD
Ln
DRAWING SW3.
U
J
J2
'n
u#
Y
O
JI,I
N W o
V) SITE KEY
U
J
T> 1"=500' r L
0
, L1 N o� Q)
o 00 0)T
X C
' 0 3
00 [0 LLi
ccn SSMH C-6 ^ox O U) o
�� A m E
W - o a r6
Z
� 4 SEWER SERVICE I �
STA=16+36.57 �
L
w 16 LENGTH=35.50' 93 94 95 96 97 98 u
INV=2760.93' J
2 ���� ' 92
� Id Id 04
w / _ • I Idl Id Id
0 4" SEWER SERVICE 1 m �', •
a_ STA=16+88.07 I � �' 91 90 89 88 87
103
w 1 5 LENGTH=32.50' I o ���' ' BLO CK 3
INV=2761.37' 3
m
2 ao
o V) n NM �i� N^�i� N^fir- N�voi^ Lu
2 I o C1 a
PO r N r N M r N r N I T N r 0
Q�^ M 4 �, " ,^ M c0 ,cv,) �r M pp 86 00 2 m
4" SEWER SERVICE w+ II co w+ II co w+ II co w+ II m w+ II co _<
3 =N W HN W FN NHN N ~ N m 102 2 U
(n STA=17+36.57 W ~ II II II II II
14 LENGTH=32.50' (n II o V) II c� V) II 0 (n II c� U) II 0 (� Z
Lijz I _ �w> _ �w> _ �w> _ �w> _ �w> BLOCI< 3
INV=2761.79' SSMH C-7 s N J? cn J? (n J> <J? (n J?
z 2 2 2 2 2
O101
4" SEWER SERVICE 9 1
STA=17+58.94 ��x� 8"W 8"W ��Zy10+00 O• 11+00 `SMH B-1
13 LENGTH=61.09' G SSMH C 8 —19+00 - 20+00 S CASCABEL LN-21+00 - - - SSMF z
1.1
O � INV=2762.57' 2 1 <8"SS <8°'SS — w
SSMH C-9 -SSMH A-13 — S CASCABEL LN — ° �
Ld 2 2 8„W a
U
2 U�N(0
Z z N U
II
II
d
c
UOr WU MO C-)MO LA o7A UW Lu O
OO OD N M � WM
4" SEWER SERVICE w+N(p 0i p 0)> -1 _ A � _ NM
(0 + r c w� cn oao \
12 STA=17+63.94 04 ^ co co Nco oNco N (O O Wo'W+ W Wcn wo ``
oH II N� N� N V) II N NN N N N Lo- VO0nLENGTH=98.31' W 0 > N x x xN '�,
INV=2762.76' zz II � I-IHII o'-F- II of 8II WN9 II W04
w w > W > w II b> W > W IIH> W z noi noi
n(o r7(o <
( n n 3 J wo II N �n 2( W (WN J � J m nN j � w_ F-N 86= W WzO r z N wz
LLJ 3: z LLJ w
z 4" SEWER SERVICE
O I 11 STA=17+68.94 m
00
Q I LENGTH=146.25' 2 9 8 7 6 5 4 BLOCK 3 3 vi 83 BLOCK 3 0
LO-L_ INV=2763.01' 57 N z 1 84 85 w
o
O - PI - - PI -PI PI PI PI PI 1 PI PI PI
o DESIGNED: C. GRAHAM
O ± DRAWN: C. GRAHAM
Lei
cn CHECKED: C. GRAHAM
Ld 2785 2785 APPROVED: C. GRAHAM
-------------- ------------------------------------------------------------ -------------------- -------------------- ------------------- ------------------------------------------------------------ ------------- 2785 2785
z ,�
o Z
---------- ---------------------------------------------- ---------- -------------------- -------------------- ------------------- ------------------------------------------------------------ --------^ --------- ----- - PREPARED FOR:
^ 00
o -------------------------------------------- ------- -------------------- -------------------- -------------------- ------------------------------------------ ------- c ----- - ------- ---- o 10 a) G20 LLC
0 ao % LO 6 EXISTING co
2780 M N 2780 s
-_
w 't 00 1 . GROUND N
PO BOX 593,6LO o
--------- ------------------------------- ----- --- ---------- ------------------- ------------------- ---------------------------------------------- c 2780 o cn LO N°'+ " cn'o II 2780
al� OO, NN II o � EAGLE, ID 836 16
-------- ---- --------------------------------- ----- - --- -------------------- ------------------- ------------------------------------------------
<� ^ ^ LJ U_ 04^ �O to II II / =NII -.4-Il 0z N > + r
- ------------------------------ ---- ---- -- ------------------- -------------------- -------------------- --- m: TO >
D Q Nw - EXISTING GROUND or4 V) 07 U) 0
w ao II a z ---------
A
n 9 ^ cD >� N� -_ �
00J 2775 2775 -
N N 0 00 00 00 J 0 - PO N
OcD 00 nlu)
_ N -------- 2775
2775
LO
Y II
�UItIt C-4 N r
------------------------------- _ �=�OI<I �p Z O �
.S
Lu
O N N II ro (0 �ItO r ( z � U O N II p �+ ( /
i
S
-w � r z z
(D Zp N > ------ - — --- -------------------- -i�--------- ---- --------- - ------
+ cD - ---- --- --- ---
LL
HED n --------2770 (D 00 °D 2770N O
J = II II zz N(n � 0000
U)Q — —
--------------- - ------------------------------------------------------------
U v)v) w ao 00--- O
------- -- - ------------------------------------------ - ---------- ---------
FINISHED GRADE
o ------------------- - --------- --------
12" WATER MAIN ()
- -------------------- -------------------- -------------------------------------------------------------
12" STORM 8" WATER MAIN z z
CROSSING
DRAIN CROSSING �� ---------------------- - --------- ---------
IJ 2765 CROSSING 2765 O Q
o --- ----- - - ------------ ------------------------------------------ - --------- 2765 2765 _ J
------------- -- --------- -------------------- ---------------
11
i 4'° PI L=294
.---S_ --- _ ------- --------------- - ---------- ------ ----------------------- - --------- --
----- ----------- ------ - ----------------- --------- ---------------- ----------------------------------------- ------------ a
i CROSSING _ J
-----------------1 ----------- --- --- - ------ ---------------------------- --„-S�Ft Q z
F
iLu
2760 2760 -- ---------�.$ ---- ------------------- ----- --- m C
-------------- ------------- ----- _ " C m
w / L=136' L=52 2760 5 p0°� 2760 ZD u j
-------------------- --------------
S-0.40%
S-0.40% D=8" SDR 35 -------- ------------- ---- ------------------------------------ ---------
D=8" SDR 35 �0 - ---- --------------------------------------------- --------- Q
Q U
z
cn2755 2755 ------- ------------------------------------------------------------ --------- I.LI
LJ 2 Lu
2755 2755 ce
m z
J
J - - J
- - -------- ------------ --------- - ------------------------------ ---------
Y V)
Lu
2750 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00
2750
2750 2750
w 10+00 10+50 11+00 11+50 Lu
SEWER LINE 'C PLAN AND PROFILE CONT. SEWER LINE W PLAN AND PROFILE
0
STA. 16+50 TO 21 +50 STA. 10+00 TO 1 1 +50
N
O
N CSW PROJECT NO. 19044
DRAWING DATE 11/12/2021
O
C53
NOTES KEYNOTES N pkE S
0
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 6970
a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500.
O2 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. cPj 11-12-21 p
v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER 0 25 50 100 150 OF\0 Q�
ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'Q/NNE
3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD HORIZONTAL SCALE: 1" = 50'
Ln DRAWING SW3.
c VERTICAL SCALE: 1" = 5'
J T TT
J
(n
Y
Y
J
N 2 2 �w o
V) SITE KEY
J
1„=500' D
C)
0 1 (Jul0 o �T
�, � Q) 00
� M
lD
z — SSMH D-7 cD 31 XO a) �
O 17+00 o� coLLJ 3 '�
00
(n U O
a m E
w 4" SEWER SERVICE
z �,� SSMH D-6 LENGTH=47.09' fu
L
w
INV=2770.35' u
2
(n 00
BLOCK 3 ��
w
(n + a 2
4" SEWER SERVICE
w 78 w_ LENGTH=47.50' 32
> INV=2768.61'
�O
1 0
Z I 50 + Lo
Lij I N
BLOCK 3
63 I
67 82 81 80 79
z0 co
_
STUB 8" SEWER MAIN V
� i o I FOR FUTURE TIE—IN
/ i I 4" SEWER SERVICE w
W I 8" LE.=2763.08'
BLOCK 3 // U 2 v v STA=14+88.14 33 w
O I I SSCO-3 49 N w N rn ^ w� �- w a, ,)- NV LEN2765 9150' z w
% moo moo �oih moo
t63 LF 8" PVC ® 0.60% \
i ^ NC7� NM N� Nn N� N �
O �
Z I \ 64 66 w+II co w+IIccoo w+II Lo w+II 2 a U
w I I — — - - - - 1 W H N W H N W N H N W H N O _ U
V) II011 V) Oil V, IIc� II 1 o I
W I ` O \ ♦ \ \ I I I 48 O O VI J z t VI J z tF V) J z N J z I �
\ > az> az > : �w > a w o
0 2 2
I_ 65 0 2 2 SSMH D-5 w
cn 1 8„W cp 9�. 8„W - 90•41 8»W 9p• 5 Q
j __ SSMH D-1— - 4+00 - - 5+00 E VADONIA LN -6+00 �� - -7+00 SSM D-3-8+00- - - 9+00- - 1 +00 11+00 - - -128+00- - -E VADONIA LN-13+00- - 1��X°° w
8"SS> 8'SS> 8"SS> SSMH C-1 <8"SS S D-4
o SSMH D-2A IN
o1. FOR• Q 2
L� wo o wo 2 2 wo wo 2 2 ��\�` �9`rF w
2 2 2 2 2 i�.��,j��RXF�p 3 5 z
U� OM — O (O w00� WOOS WO0�p w0' WO' wto" A
p U`r Lo U 0 U N U U U LD N 0 SR9�9jcf
>N >N >N � 0 >NN0 >N cj � >NNCO >NNI� >NNcO >N �L6 CVO A• Cn O 1 [Yiptoccoo XCoM� �OM� XNMt�o d'� d'(O NSA
N+ II ^ N+ II ^ W+ W w Mco W nco w�toco ,a0nco ,�NMco O_ w�MCo
,h=N =N N� II N �^ II N N� II N a Nrn II �+ II �+ II N+ II cn+ II F- DESIGNED: C. GRAHAM
II II II II II II H II II =
WQ~U' > u.j > ,<0> � 8 1 = w��N M N M=N
O �zz w wac�> L,,<,8 > uj > w II 0> II c�> mil �> wil � II
z_z ,nzz �zz ���
NUJ N�J NNJ NJ uj Z NV)JZ Nui Lu NN JZ J—
a z DRAWN: C. GRAHAM
Lj
CHECKED: C. GRAHAM
1 46 APPROVED: C. GRAHAM
z
O -01 45 44 43 42 41 40 39 38 37 36
a
PREPARED FOR:
o aa G20 LLC
a 1 PO BOX 593
BLOCK 3 BLOCK 3 EAGLE, ID 83616
Z
Q
=ot PI t PI PI t PI t PI PI t PI PI
7 - - -
PI I- - - PI t- - - I -I
J6 101, - T - - t - _ PI
J 7
U)
Y W
U)
0
2785 N N 2785
w z o W
o �
v.�
O
r-z—
lr-�—
J
00 (D 00O (D
N N
J 9 Oc0 IrNNN
00 ON cD II
Z n 00 N + 0zO Oc r
CV � + >
O I�0 2780 zv cn 2780 CL
EXISTING GROUND e —
D "w fD W r.
N�—
=
Q � _ _
co > > �
O O ZZ —
�
I�
II --
n n �' 0 Z 00 00
0 cocD N ZN _
Z Z C)�O_ ^ ^
w p N N n H oo CO 0 �� ao ao O Zw ^ N 0 N I�O O-
=� �� •
�
2 II
NZZ zZ OZ 9N N co �D) 00 II
N
I NN 00
N C 00
t0 a0 tD ON O)O Mo � II + I� (DON
i
` ^
00 N ANN � ZZO -- O �� II I
� � _ I� NN LANco
N0 » : _ II II I + o — O ~ z2775 Ioo � N zz 2775
o + II� — II II ZZZ n n a0 a0a0. o —
�Zw NNHII
—
—
ZOO — :O
--- � � =
co� N » > IN�
II Z Z Z M Z Q _ — _ N N � 00 00 00 =
N n 00 00
o�In N _
N of 00 NV �' C0 � C0 LCCG.
4n PI MAIN_
J
CROSSING O
2770 — _ 2770
z - 12" STORM LLI
Q
FINISHED GRADE 4" PI CROSSING —— /� DRAIN CROSSING W z
-------- - ---------------- ------------------------------------ - ---------------------- - ------ - ---------- --------------- -------------------- ------------------- ----------------- - -------------- -------- ---- Lu
- ---------------------- -------------------- ---------------- --- -------------------- ----------------- - -
n
3
5 m
"
4 PI CROSSING R
D
S
S
_j 2765 - �.213� S=2.03% D� 2765 W
L-134 - -S=O. -- = "
L=35
6 09'
D-
8
SD R
V I
35
S 0.40%
— — n
L-
25 0 S—
--------------- -------------------- -------------------- ----------------------------
O -----------qF------ 0.4090- D=8 SDR 35 D=8 SDR 35 Lu
— 35
n
— —8
SD R
_ % D— .40 8 WATER MAIN
L-245 S— L=396 S _0
— .40� p= "
8 SDR 35 CROSSING
-------------------- ------------------- ----------------------------------------------- -- ------ ---------------- ------------------- -------------------------------------------------------------
J 2760
L=30' 2760
S=0.40%
C)
D=8" SDR 35
N --------- ------------------- -------------------------------------------------------------
O
N CSW PROJECT NO. 19044
---- ------------------- ----- ------------------------- -------------------- ------------------- --------------------------------------------------------------------------------- -------------------- ------------------- ----- ----- ----- ----- ---- --------------------------------- ---- -------------------- -- -------------------
c=a 2755 2755 DRAWING DATE 1111212021
3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
w
O
o SEWER LINE V PLAN AND PROFILE c5m4
STA. 03+00 TO 16+50
NOTES KEYNOTES o 25 50 100 150
.0< \GENSFo�p
0
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE (D POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. HORIZONTAL SCALE: 1" = 50' 16970
a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500.
1" = 5' 11-12-21
� O2 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. VERTICAL SCALE: cPj, p
v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER C) �TFOF0P� 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
J
Jcn
TH 2
'n
u#
Y
O
J 0
N -w
V) SITE KEY
U
J
Tj 1"=500' I� L
C)
,� N L1 N n Q)
O O co �M
X
zz p 3 °'
m LLI .
00
cn O — " O
d m !
tY
w
W
(6
Z 0)
W U
cn
°°
32+0> SSMH A-14 BLOCK 3
X �o
LdLu
90.
I
-I 29 � � a
O 2 5 26 2 7 2 8 Id Id Id
- 2 0
w w w w w
O
z A iv > > > > > 49 50 51 52 53 �
w I moo moo moo moo �o0 30 00 ' 54
Z 2 N 2 4 a N m un io N ao ,n N w ,n N Oo ,n o N M ,n L0 - Id , 48
n0 nnW nn00 r- Nnao
O W+ � �t � �M�� �� ��j of0 � ,\G� W W W W W Z
O 3:0) 3m=n 3cOxn 3� =n 3r-xn gF.O ' > > > > > 2
w�HN In w�Hcy ,i,��N Ld
VI II c� II N II c� II cn II c� II cn II c� II N II c� II 6� V I �No �No �No �No �No
~ O - H W - ~ W s F W s H W > s H W> X �' N O N (O (/� N N m 00 N 0_'
> > az> az az �c. 1, �n- �n- ,n- co- wO,,n- BLOCK3
�NJ � �VIJz �cnJz �(nJz 2 *U) -1 G�0.�r0 t �� 000 NON V,o1n �On 0000 W
W' O+i a / // , 0_ N ^ d'NN ^ �n N^ 0'NN^ O'nNOJ I
p 1 2 2 2 2 ��F- G��1 w+ II co w+ II co w+ II co w+ II co w+ II co z w
2 5 ry . 3oxn _ xn u_ xn 3Nxn 3N = n 55 cn
Id Id Id Id ��JO ' NII � N U) II8N IICN NII � N V) 1-1 04
¢ Z j ¢ Zz ¢ z j ¢ Z > ¢ z II o U
_ �w �w = �w � w � w >w s O 1 �(nJZ �(nJz �(nJz �cnJZ �En _j U
SSMH C-2 12�• 9 9 1 w o
8»W I O• 56 O• o rn
11- SSMH D-8 - E ENGLEHART LN -
z I SSMH D-7 0 10+00 >>+o0 12+00 13+00 10+00
I, 8"SS> 09 � <8"SS LLi
U I 20+00 19+00 18+00 17+00 ° SSMH D-3 — — — — —S CA
2
SCABEL LN SSMH A-13 Q
w w0- 2 2 wo- w0-
O v'>Lqm v'�LON 2 . (0 Z Z �Mbrn �, SSMH D-6 2 2 2 2 2 7T, 2a LL
ZLO
O 00 I �00i N 0 SON^ CNN^ of to t3:
++ N� I=I N N� II N N� II N w Nn
O O W N- W N' W N' W N' W N'N^ II n W^' w N' O I, O N O I� O O O) • \ z
N 2 U cs u O >M Lq M _ _
_ UO� U_0) U_01 U� U0. O
x II LLI II Ld II �cOnn O� nn Of r, O- nn Xon00 �Nr- 00 �or� 0o
��z II > Mt0 Mc0 >�Mco Ld co >� Mco >0Mc0 >� McO
x �A iA DO iA O iA M
Q w II c� > w II c� > w II c� > w II c� >
O a F �? ? �Fzz 3Fzz 3� zz w+ n w+ n W+ n W+ n w+ n w+ n w+ n z >
L� Z �NJ NN J NN J — NN J — (nO=N N�=N N� I=I N NN I=I N NN=N NM=N NM=N J W
O J _ II II 0_ II 0_1 F- II II 1 II w� II II
O + o Z LLJ< wazz wazz wQzz wQzz a wQzz wQzz
co �i1_ wNw- wNw- w~w- wow- ,3,,�w- 3�w-
cQ z 2 Q N J �, J �, J N N J N J � J � J 1 DESIGNED: C. GRAHAM
O BLOCKS 74 75 76 77 78 O 00 Q DRAWN: C. GRAHAM
ao 0 w_ 0
vwi can V > Q (n � 83 CHECKED: C. GRAHAM
D 0 cn t z w 64 63 62 61 60 59 BLOCK 3 58 57 U
00 PI PI P PI = wa 1 "' 1 APPROVED: C. GRAHAM
O PI PI Pl= PI PI PI
z I 1 cn.
..+ 1 BLOCK 3 PREPARED FOR:
n ', BLOCK 3 N 00 65 66 67 68 69 70 71 72 N
o 82 81 80 79 I I G 2 0 LLC
00
a_ PO BOX 593
w
^ EAGLE, ID 83616
w
^ V)
Q 2785 N a, Z 2785 2785 2785
00 cm-
rr ------------------------------------------------------------- ------------------------------------------------------------
00
--------
---------- ----
00O N N LO N N II 00LO N ^
Y ff).a0 II 00 co II II j �n M N II ------- -
ao
ao0 rn Z) ------------ 1 + n Z Z cow II _______ LL,I
------------------------------------------------ -------------------- -------------------- ---------------------------------------------------
OR 1 + o EXISTING GROUND o CO N > > > 1 + r Z w I ) J
2780 00 n =II z_ z_ z_ con 2780 ^^•� co _
w =0I N z U)� _ =111 p z z 2780 3 z C EXISTING GROUND 00 N N 2780 LL
_ -------------------- ----------
cn (n H -: fN H - c0
N N 00 ------------------------- -------------------- ----------- ------ ----------- --- (N fN 0_ 00 00 �0 cfl r� F-
J ___ -- ------ - _ - --------------------------------------------- -------------------- -------- ----------- ----------------------------------------------- --------- r
> ----------------- _ �- - ----------- i-------- O- n N C111 W O
-------------
. DD N �
- ---- �� MC o 11 II � _ --__-_-- -- ------ - = II z 7
zL� _ -
----------------- ------------------------------------------------
�Q -
2775 �11 N z z z 2775 V)
� 2775 2775 o O � .-——————— ——— cn cn o- ao
------------------------------ -------- ------- --- ------------- ------------------- ------------------------ - a — — _ z
------------- - ------------
Ld FINISHED GRADE N N
----------------------------- -------------------- ------------------- ------------------- ------------------------ - --- Q
O ------------------------------ -------------------- -------------------- -------------------- ------------------------ - ------- ----------- J
Ld -------- ------------------------------------------------ - ------------ ------- -------------------- -------------------- --------- --------------------- ------- --------- — z
------------------------ D= p ---------- -------------------- -------------------- ------------------------ - --- _ z z
--------------- - ------- ---------
2770 2770 2770 4" PI MAIN 2770
---------------- -------------------------------------
8 _SDR 35 S=0.60� _ CROSSING _
------------------------------------------ 12" STORM FINISHED GRADE
------------ -------------------- ---
----------- - ------- -------
W
z DRAIN CROSSING
w ------------------------------------------------------------ --- ------ W —
------------------------------------------------------------ -------------------- -------------------- ------------------- ----------- -- - ------------ > +
2765 2765 2765 8" WATER MAIN 2765 O
z L=35' CROSSING Q[ C)— —------------------- -------------------- -------------------- --------
U) S=0.40% �-373' W
— D=8" SDR 35
------------------- -------------------- -------------------- -
------------------- -------------------- --------- ----------------------------
6 ------------------------- -------------- -------------------- ---------- ------ ---------- ------------------------- ------------------------------ J
J -------- ------------------------------------------------------------ -------------------- --------- ----- ------------------------------------------------------------- ---------
J 2760 2760 2760 2760
Y 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50
------ ------------------------------------------------------------ -------------------- ------------------- ------------------------------------------------------------ --------- W
0 ------ ------------------------------------------------------------ -------------------- ------------------- ------------------------------------------------------------ ---------
W SEWER LINE 'D' PLAN AND PROFILE (CONY.) ------ ------------------------------------------------------------ -------------------- ------------------- ------------------------------------------------------------ --------- w
STA. 16+00 TO 20+50 ------ ------------------- -------------------- ------------------- --------------------
J 2755 2755
c�
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
N
SEWER LINE 'E' PLAN AND PROFILE CSW PROJECT NO. 19044
STA. 10+00 TO 14+00 DRAWING DATE 1111212021
o'
w
O
C5m5