PZ - Preliminary Plat PP PRELIMINARY PLAT FOR SHEET INDEX LEGEND I 5E SFO
= PP1 .0 PRELIMINARY PLAT - - - - SUBDIVISION BOUNDARY
N EWKI RK SUBDIVISION
� z PP1 .1 LOT DIMENSIONS OVERALL PUBLIC RIGHT-OF-WAY � � 16970
PP1 .2 LOT DIMENSIONS NORTHWEST 10-21-22
LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION 10 PP2.0 CONCEPTUAL ENGINEERING PLAN - - - ROAD CENTERLINE UNION PACIFIC RR C'osT�rFOF0P�O
0 40 80 160 240 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN PP2.1 PRELIMINARY SEWER PROFILES PROPOSED LOT LINE �NE M GFZP�
Ln ADA COUNTY, IDAHO ZERO SETBACK LOT LINE
------------------- PROPOSED SIDEWALK EASEMENT ®�
U SCALE: 1" = 80' 2022 PROPOSED PHASE BOUNDARY
J W FRANKLIN ROAD
oLOT NUMBER
m J_
(n moll o U
� w >�
J
LL. / , s
S00'35'04 W 1367.01 a z `� o
/_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - — / — DEVELOPER a M M- -
O L°J 0M�
X Q ��
z /' / / G20 LLC p
/ / / ' / ♦ PO BOX 593 co cn
/' / �' / EAGLE, ID 83616 a 0 � 0
/ / / (208) 336-5355 co `.
� / // ' /' PNPSE / ♦ o
Ld fa
Ld
U
INTERSTATE 84
CIVIL ENGINEER
a I /// //' /Ole CORINNE GRAHAM, PE
X
w I ' / / / CIVIL SITE WORKS LLC
L I PO BOX 6059
F- } / // / ♦ BOISE, ID 83707 N
0 LLJ o I BLOCK 1 /' / / Ole (208) 946-3874 ® VICINITY MAP W
z ,� // / / SCALE: 1"=1500' o
F- I I 31 i / / / ♦ ,�'J'
/ 00
z SURVEYOR
LOT SUMMARY
p�N FRITZ BROWNELL, PLS
cn SAWTOOTH LAND SURVEYING NUMBER AREA (AC)
/ 2030 S. WASHINGTON AVE. w
Of �' �C/ / EMMETT, ID 83617 SINGLE FAMILY RESIDENTIAL 62 3.98
� P �/ ♦/ (208) 398-8104 MULTI-FAMILY RESIDENTIAL 1 10.44
w
COMMON LANDSCAPE LOTS 5 3.26 u o
/ p�P w N
ALLEY/COMMON DRIVES 2 0.18 0
♦/ QJ NON-BUILD COMMON LOT 1 0.96 z
PUBLIC RIGHT-OF-WAY N/A 2.59 J
o I /��� / /� /de 71 ±21 .41
L�
i i o
o Q ———————————————————
z
Li- o I ' _ _ _ _ _ _ ,'� � / S00'34'26"W 809.38' SITE DATA >
Ei / NZIMMERMANAVE _ / /' - - - - - - - - - - - - — — — _ - - _ _ _ _ _ _ 3 Q �
o LL W 30 / / ���/ ,� O °
O M ADA COUNTY PARCEL #S1210346801
Q �p i---�� ,' 1 BLOCK 5 O z DESIGNED: C. GRAHAM
d- I / I I f \ / O Y SITE AREA = ±21.41 ACRES
z I 29 I I I \ / / - - - - _ _ _ _ _ _ _ _ _ _ _ _ LO 2- z DRAWN: C. GRAHAM
w 2 N I ill 12 13 14 15 16 17 18 191 1 �� / , „ , - - - - - - - - - - 000 LL CURRENT LAND USE ZONE: RUT
cn 00 28 1 1 1 1 ��\ // N00 34 26 E 869.18 z � CHECKED: C. GRAHAM
w 00 I I I w 1 �� / PROPOSED LAND USE ZONE: TN-R (TRADITIONAL NEIGHBORHOOD RESIDENTIAL)
N 27 1 1 5 1 BLOCK 3 a 1 I \ / // APPROVED: C. GRAHAM
z 1 PNP E � /
Z i 18 //
U 10 PRIVATE ALLEY I O
TN-R ZONE SETBACKS
26 1 I 1 1 u I BLOCK 2 // // PREPARED FOR:
O BLOCK 1 25 1 1 BLOCK 3 I I / / 1 FRONT SETBACK 8 FEET (ALLEY) G20 LLC
D- 1 I I I I / PNp,S
20 FEET (GARAGE) PO BOX 593
�9 8 7 6 5 4 3 2 1 1 // / ,
8 FEET (LIVING)
24 EAGLE, ID 83616
�
STREET SIDE SETBACK 5 FEET
23 I / / / �Q // �ry SIDE SETBACK 3/0 FEET
1 I 22 1 N LEVENBURG AVE ��/ / �� / a� Q�� REAR SETBACK 5 FEET (ALLEY ACCESSED LOTS)
12 FEET (STREET ACCESSED LOTS)
-- -- -- -- - --
o I 21 1 j11 11 1 / / �O�O QJ��� LANDSCAPE BUFFER (SAN MARCO WAY) 20 FEET (COLLECTOR)
Ln
3:
w 20 1 cc10 11 12 13 14 15 16 17 /4? R/W R/W
N 1 / / BLOCK 5 I SINGLE FAMILY RESIDENTIAL AREA CALCULATIONS
19 1 1 1 / / I 13' ACHD SIDEWALK I 40.00' PUBLIC RIGHT—OF—WAY I 13' ACHD SIDEWALK _
I 1 // / EASEMENT �1� ��� EASEMENT MINIMUM LOT SIZE 2,090 SF 7
U 9 / / I 5' 8' 18.00' 18.00' 8' 5' I `
L� 1 8 I i PNPSE 1 / / SIDEWALK PLANTER I I PLANTER SIDEWALK AVERAGE LOT SIZE 2,790 SF O
p 1 BLOCK 2 / / I 6" VERTICAL CURB
17 1 I /� I ' ' I AND GUTTER, TYP. I I RESIDENTIAL DENSITY (GROSS) 5.65 DU/AC (EXCLUDES MF LOT)
1 8 7 6 5 4 3 2 1 / Q
16 QUALIFYING OPEN SPACE 3.55 AC (35.4%) \ Q
\ If
w 15 \ — —— — S59'04'26"W r\\��\\ \\/\\�/\\�/\\�/\�/.\///\//�//i, r�\\ Q
Iy' \ _ _ _ �103.00' NOTES m
BLOCK 1 14 \� \ N WOLFSBURG AVE I - —� 36' COLLECTOR STREET SECTION 1 1. LOTS 1 AND 10 BLOCK 1, LOTS 9 AND 18 BLOCK 2, LOT 10 BLOCK 3, LOT 1 Q Q
BLOCK 4, AND LOTS 1 AND 2 BLOCK 5 ARE COMMON LOTS TO BE OWNED AND
13 I f------- SCALE: NOT TO SCALE uj PP1 .0 MAINTAINED BY THE NEWKIRK SUBDIVISION HOMEOWNERS ASSOCIATION. (n C_ Z
10 9 I 1 2. LOT 1 BLOCK 5 IS A NON-BUILDABLE COMMON LOT. G
12 8 7 6 5 4 3 2 1W J
z I PNPSE 1 1 1 1 �� L U
1 1 BLOCK 1 i BLOCK 4 \\_N59'29'07"W
~ N00'36'35"E 514.69' 74.36
U W
J 7
(n R/W I R/W R/W R/W L
Y 13' ACHD SIDEWALK 31.00' PUBLIC RIGHT—OF—WAY 13' ACHD SIDEWALK 13' ACHD SIDEWALK 56.00' PUBLIC RIGHT—OF—WAY 13' ACHD SIDEWALK
0 EASEMENT I EASEMENT EASEMENT EASEMENT
5' 8' 13.50' 13.50' 8' 5' I I 5' 8' 21.00' 10.00' 21.00' 8' 5'
w SIDEWALK PLANTER PLANTER SIDEWALK SIDEWALK PLANTER PLANTER SIDEWALK
F— I I 3" ROLLED CURB I I I 1 6" VERTICAL CURB
J I I AND GUTTER TYP. I /
6 VERTICAL CURB (NO GUTTER) TYP.
AND GUTTER TYP.
U a a a a a a 1
N
//
N r� / r�\\
\\,\\r\\i, CSW PROJECT NO. 21018
F-
2 7' LOCAL STREET SECTION 2 DRAWING DATE 10/21/2022
SCALE: NOT TO SCALE PP1 .0 LOCAL STREET SECTION WITH MEDIAN ISLAND 3
a_
o SCALE: NOT TO SCALE PP1 .0 Ppi 00
O
\GE SF�
O= S00'35'04"W 1367.01' 16970
T - - - - - - - - - - 1os1.s2' - - - - - - - - - - - - - - �- - - - - - -
r 222.78' s10-21-220
T
� po //� / oO,Q�TFOFIOP�.ZP�
/ Q-rr�o, ,yp� / / N^/E
' /
0 30 60 120 180
/1%ro T000 - N
/ 0,1,FgSFr� // // / SCALE: 1" - 60'
Ile
0
�I,I �
/ W
w I I tip // 2 / o
/ �o' 0 85885 SF �P, ,�
j I Q / hry // COMMON / 09000 _
U w I . O O N
L
rr��
o � / / BLOCK 5 / Z N �Fy� x
I �
o I z // // / / / / P�O�P O " o
Y I BLOCK 1 // / / Q��O a m E
Ld Ile
/ ri /
4
04 454,555 SF �' .���/ / 6'loo
N I I 10.44 AC
RHOhlk0
0 // P� / � / W
o // P��` /// s 9c Ileo
cn
SEE SHEET PP1 .2 / ��° / / �
cn
FOR LOT DIMENSIONS
o I /// 0
w =cn
/
Ole
Q
/ z
yh 35.00, / w
/ J_
r / o N ZIMMERMAN AVE w
/ — — — — R=1so. !�o° / _ _ _ _ _ _ _ S00'34'26"W 809.38'
O 30 // err^��� i� 233.00' 43.45' L_p 695�\\ // p0 // 809.38' — — — — — — — — — — 3 O o
L1J ro
v v — — — — — — — — — — — _ \ 24.16' �i/rp�.` // ,�g� BLOCK 5 1 41967 SF M z >
co
R=150' �; p�/ COMMON O In ui
_ I I L=14.22' �°�'/
coLo
I 29 I I a w I �29 / — — — — — — — — _ _ 869.18' � z
00 Ill 12 13 - 15 16 17 18 19 \ 6 / �
QO DESIGNED: C. GRAHAM
o � I I S� � N00'34'26"E 869.18' — — — — — — — — — — z '�
DRAWN: C. GRAHAM
N 28 I t2(n I I \ 12.50 CHECKED: C. GRAHAM
BLOCK 3
w I �\ / /
z Lu
BLOCK 1 27 I I I
/ /
/ / APPROVED: C. GRAH
AM
10 PRIVATE ALLEY 18
o z
26 O
C) g � PREPARED FOR:
BLOCK 2 / / / RRi o G20 LLC
Q i
� I rn BLOCK 3 I I / / cgTio o'
a- 25 I N I I / / ti�sF�o PO BOX 593
19 8 7 6 5 4oy 3 2 l I I I /
MFNT EAGLE, ID 83616
Q 24 I I t2 3
ci — — / �O
J I 2 3 I w � / �Q M / �h.
Y a 22 I —Lu
ce
233.00' o \— /�01� h�
Z
H o �, Q Z
0 u N LEVENBURG AVE //
w O ZD / / / �O
z I 21 I w i — - - — - - - - — — � / / / 0/ �OQ-
w N 7
v I 20 I I a w 17 Sy Z
0o' / BLOCK 5 J
O J
w I I 10 1 1 12 1 3 o Y 15 16 44-
O o I o 3
19 I BLOCK 2 N 40/
oo. W
w / Ri /
I w > Q 0
18 i 9 // �5300,
z
w
= 13.00' ACHD 31'00' I 13.00' ACHD
~ SWLK ESMT ~I ~ Q O
� R/W I SWLK ESMT o N
8 7 6 5 4 3 aW 1 / / z
Ld 16 i 0 3
0 Cv z
W
z I 1 5 \ <141%m'' — — !; ` — S59'04'6"W _ LJJ
= BLOCK 1 \� �S — — 252.93' — 0 3 — 95.56103•00' —
14 \\ N WOLFSBURG AVE M
(3 �\ _ R=200' �
— — — — — L=21.00' W O
J 13 — - - - - I r - - - - - - z J
o 113.00' ACHD
oI 10 9 a W I I I SWLK ESMT
3: 12 8 7 6 5 4 3
of
0
�3 I
25.00' SHARED
11 DRIVE EASEMENT BLOCK 1 I I BLOCK 4 N59'29'07"W
- - — — - - — - -I 74.36'
o N00'36'35"E 514.69' '
N CSW PROJECT NO. 21018
DRAWING DATE 10/21/2022
a-
0
ppi . 1
m 34.96' - - 28.00 28.00' - - 28.00' 28.00' 28.00' '
_ _ N
0 2s.00' 28.00' 2s.00' - - - _ _ 16970
28.00 28.00' 28.00' 28.00' 28.00' - - - - - - - - s10-21 0 p
28.00 28.00' 28.00' 28.00' 28.00' 35.01' - - -
BLOCK 1 O9TFOF10P��Q�
NN GAP
BLOCK 1 E M.
0 15 30 60 90
C)
-U-) _ N
cn 11 0� 12 coo 1 3 (o 14 , 1 5 N 16 �r 1 7 1 8 <° c� N °' N i� SCALE: 1" = 30'
3753 SF 2989 SF 2976 SF O 2963 SF o `r V) 19
3116 SF 2948 SF 2923 SF 2910 SF 2897 SF 2883 SF a 2870 SF o 22 0 23 0 24 0 25 0 26 °' 27 28 0' OR
0 2857 SF 2843 SF r- 2830 SF o 2817 SF o 2804 SF rn 2790 SF rn � 29 of
� 2777 SF rn
Ld I 2770 SF rn 30 -W
M 0
3750 SF > 0,
J
C)
r�N 3Ln M �
o - - - - - - - - - - -
- - - - 00
- - - -
p "
13.55' 0
o 35.00' 28.00' 28.00' 28.00' co LL!
16.72' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 14.54' \ p o
� 2 9
I o / ,��- Z W SEABURG STREET a O N
w 10 3014 SF
N COMMON �
L
ol
112.08' 137.5
/
N o / ��,
ZI
77.00' 20.00' 60.50'
w I 9 uo M4 %x 3960 SF N6
- - - - - - - - - - - -9-M 3612 SF COMMON - - - - - - - - - -
/ - - - - - - - - - - - - - -
SR
9.
-a-w / 9 0 0
/ 93.03' 95.00' 0 3495 SF LQ Ki 11 \ I
M 3830 SF \z0 98.31' 11.72 LU
5.51
o N I BLOCK 3 o I I III oIo 1 8 10 ' .0 8 1 0 0 2843 S 006 2850 SF 95.00
� 2747 SIF N I 0v Nz I 8
' 00'95.00 . 2090 SF N LU
�98.09'
N 2090 SF Np o 0
1
0~ I o I o q i1 7 O 10 i 95.00'cn 11
2660 S 2660 SIFN 0 95.00'N 2747 SF 00 7ui 1
1 I I
o I z 1 N 2375 SF N 13 1 0 1 z
98.10' � 95.00' 95.00' 1 1 N 2375 SF 1 N 1 0
z 0 I p 1 0 1 1 0 1 95.00'
w 1 z
o I o n ao I 6 12 I o ' r� 1 u o
ad 6 00 N 1 2660 SF N 2660 SF I 00 z o I 6 0 95.00 I 1 w N
N 2747 SF I N C 1 1 2375 SF N I o
> 95.00' 95.00' 1 z N N 2375 SF 1 N 1 1 z
D
= 98.11 m 1 1 w 1 95.00 1 z 1 J
w I o I 0 1 1 5 O 1 3 1 I n 0 1 5 0 95.00' D 1
o N 5 1 00 N I 2660 SF N 2660 SF I N D N 1 2090 SF ccli 10 0 1 5 1 0 ^'
2747 SF I N
z 1 I I m 5040 SF N 2090 SF N
95.00' , 1 95.00' COMMON 1 I o
v 98.12' I o 1 95.00 1 o I o 95.00' 1 I z
o �0 1 LU
0 o
0 4 00 I 4 14 I o 1 N I 2375 SF N � 16 I o 1
� �N 2748 SF 1 00 1 N 1 2660 SF N 2660 SF I N 1 G N 2375 SF N
DESIGNED: C. GRAHAM
1 N I I 95.00, - I
0 95.00' ' 1 mI DRAWN: C. GRAHAM
Li 98.14' 95.00 0 o D 95.00' 1
cn 1 o I 1 I 3 to r- 0 1 0 1 I CHECKED: C. GRAHAM
0 1 0 0 1 3 0 1 o N 1 2375 SF N m 17 1
ad 3 N 1 2660 SF 00 2660 SF 1 00 N 2375 SF I N I APPROVED: C. GRAHAM
o I N 2748 SF i N 1 I I 1 95.00' 1 1
I
95.00' 0 1 2 0 95.00' 1
98.15' 0 1 1 o N 1 N 18
s5.00 N 2090 SF N O I 0 PREPARED FOR:
0 b BLOCK 1 1 0 o I 2 0 1 N 2090 SF I N
G20 LLC
w M 2945 SF 1 0 N I 2660 SF N 2660 SF 3 50' N I 95.00' I 1 I PO BOX 593
1 i 13.00 95.00 I 1 EAGLE, ID 83616
z 1 1 95.00' 95.09' I BLOCK 3 1 o
98.16' 1 \ 1 0 0 1 N I
1 0 I 0 - 19
�p \ 4257 SF ri J I
J 17 co.
00 3696 SF 1 N M I 2850 SF 0 2950 SF -- - - - - - - - - - - - - - - - - - - - - 3923 SF- - -// �6 1
of COMMON I 1 95.00' 104.22' \Y M \ 60.50' 20.00' 77.00'
- - - - - - - - - - - - - - - DrO
3: 3.65'
w 80.17'
6>>2, W GARSON STREET 1 1 Z w
0 - \ \ 157.50'
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - �SR , 1
80.20' \ 1 1 13- 0
9.95' 0 z
S \ 1 1 m
_ - - - - - - - - - - - - - -
cn
p[
1 I � ?ass' \� � "' 1 � Q �
L 1 Z
z I� BLOCK 1 // ��� \�� cv r (n Z 0
oi
N
c° BLOCK z
8792 SF 1 I CD
"o
Ln
COMMON
18
39734 SF
/V �� COMMON
C �\
v \ BLOCK 5 \ // coti
\\ / CSW PROJECT NO. 21018
z DRAWING DATE 1012112022
PPI . 2
°—_° CONNECT TO EXISTING �Lj / /j \
0 8 WATER MAIN
\ , / s / M� / / // 16970
r All / 1--/ 10-21-22
0 / / / �r� �_ I �_ E, //i \\\ / � / I I I I I— 1% \ O,Q rF OF IOp .ZQ
/1%/G'110O °®® ee I I ®® ❑ ° °o o ❑ - \ O o o / / 1 1 t"� .�� /;l 11 \ � ���1 l� 1=--I I(/ �e /ENE M.G�P
cn qn o• � - - / / /�' / 1 \ I III_cn N FgNSI��ti /� // / //��///✓I — :. _ ,. I e❑ I ' e❑® I I e❑e I 1 -e❑e I " ❑ I ®®I I I e❑e I I g , � ---- --- d'1N 0
/
/
0 30 60 120 180256� ---- 2560 ----C)
Y 1 oe I ❑� � I °o 0 ®❑® U ®a e® 1 0® ----------- 2562 —
/
SCALE: 1 60'
_,2563 YV+
Ld
THT
O
01
/ / �J// 1 -- -- __ - \ i� /ice o / / / / � � i ___/ / v
l�/ 6
11 i ♦�, rM«e N4.8 -- --- --- MBA \� L - -- / O. 25 //�i'�� ' - �/ � o s=
U /hm // I 6� `�� I SSMH D-3 i / ' //_ // /�' �' - / iP r f n Ln N 00
5 SSMH D-5 19+00 / / ®® ®. 6'</ / !/' .' �' / 'Pi sr 1 1 Y+ o M c c�
L� f // // I Z _ 18+00 17+00 SSMH D-4 16+00 15+00 14+00 - ® -25�' / / / / // / �9 °
\ I/ �ILLj� o _ _ a / ' is c? q \ n J / 4 %B- / /'��609 / // BLOCK 5 I( / /�/j� j///l// Oiy�`'t� Q - 3 Obi
O �I Illl I oe❑ �� oo° '� \ / / �5� ��00 / // ---J / ////i/i S O c0 lLl � .
° A V o u o SSMH D-2' / / / cj5I /j �> O t�
al -A I V I v SEWER LINE D °� i i` �l / ,2 / / /�/i /
w Im o \ _ _ 00 0000
W _ \ e _ S O SEE SHEET PP2.1 o xo / B� '/ / •� / ���//
\\ 1 ❑o A \ ®❑ _ A � o j /�
° o "� O //
o o o
/ u
° oO fJ6
FTT-
0 �0 \ FT
O �"� / ♦♦♦ / l'0 9 � ' /�/ i // /' /� L� / /%/�� //// 0 1
_ SEWER LINE D / ♦__ oTE` �' r / / �/r tiw ,
t� 4C3 ° ❑ SEE SHEET PP2.1
w
__�� i/�/ II II �� ' _ III = _ o�❑ 3°
OCIED
Ile
Lu
SEWER LINE 'C' \ — / // / �'oo, // �� / �.0- o
SEE SHEET PP2.1
z 111lI 111111
; 11111 mill _0
1111111
Ld
J �
_�I TY
\ SSMH C-2 _ 13+00 °""" 12+00 °r"' 11+00 \ 10+00 �� / / / ®® ' // �� / i% /�
ore
I SSMH C-1 // g
-- 1 -- - --- --- 11_ \ SSMH A-10 SSMH D-1
W
C)/ '/�• / // / /iii� 7 / a
1 �— ---- /\ �/ \ SSMH A-9 61i / w ao
e® I ee ee I I ee ee ee rp0 / / /
❑ ❑ I I I ❑ ❑ 1 F / / 00 •/ / // ��/ Q
Li
Q
o Y� Q + ti� h6 r / / / . r1— /
J
r / / I Z
II 8 I °1 1 II o._ I 1 M N II ElI ��®II II I '�nL�E / ///%rryh��h�,
OLL. — ------------- -- — -- / / SEWER LINE A
Z I I / ---- -- SEE SHEET PP2.1 / / ��/ / w �_ I
O ^I //. AVE—, V _Mm
Ll w z
/ ✓!o N ZIMMERMAN o 8'1M 8"w / / I I e _Q / /SSMH A-7 19+0000 ,� / - - - --_-- - - - - \ IT 20+00 - 21+00 22+00 \ �`�\�A // OHP / � �-`eH� - - - _ _ --------------- ---_- / >
M N \ �_ / DRP- Q� zr� W
o ¢ p- --J. SSMH A-8 :p�.P / / I I ' dFIP- Ip==- �'QH� - -
N _ _
SSMH A -- -- --- -- -- - I - o / I /- -EG- -EG- - - - -EG- - - - -EG- - - -EG- - - - -EG- - - -EG- , -EG- - - - -EG- - - - -EG- - - EG- - -EG- - - - - 6'- - -�EG- - - - -EG- - - -EG -I-EG-I- - -EG- - i I - O / DESIGNED: C. GRAHAM
oac / / SEWER LINE 'A' 00 \ \\ r �' I ti �� --EP Ql ! — 1— — BLOCK 5 — — / � — — / EG a /
0 \J 29 I I _ N SEE SHEET PP2.1 y a \ I \ \ / G - - EG- - - - -EG EG- -�=EG- - - - -EG- - - - -EG i / w Z
I I / ~ __ a \I / \\ \ / / T3 O - -__-______-_AEG- - - - -EG- - - - -EG- - - - -EG-�� c-AEG - - -EG- - - - -EG- - - - -EG- - - - -EG- - - - -EG- -( _ J I DRAWN: C. GRAHAM
Li - -� j_--r�---_B r6 r6 I -Ec Z 1 CHECKED: C. GRAHAM
cU) ¢ / I o 11 12 oY 14 �15 16 17 18 191 I \ / I- - — r — - - B — _ T - -
a /
W Z + pJ 1 ram\ i eLT� p0 / h� LL
o / 28 I o°0 I riN I I ; 1 I -` ' , �� moo' / / / // I APPROVED: C. GRAHAM
2 / 1 I 1 I I W I I ���� / :o°• /
z / I I I I o z 1 cv
O / 13.00' ACHD 31.00' :I 13.00' ACHD o BLOCK 3 PPl.o �„ I I
U j BLOCK 1 SWLK ESMT R�W f SWLK ESMT a I' z JI �J / / r // / / /
I ' o I / PREPARED FOR:
/ I 1 0 PRIVATE ALLEY I I
o I: + a G20 LLC
� / r 27.00' ' ' I / / , / / / I / / �� , /
/ / 26 I' 1 : I / / / , / / I w PO BOX 593
LLI
Z I BLOCK 3 I ' I ^i J/ / BLOCK 2 �y /� j IRR/c 4�0 . I I i EAGLE, ID 83616
z / 25 PP1.0 1 06 . I =~ I • 27.00' I / // // /` / l �T/ON D
/ �Mi
/ j 1 9 8 7 6 5 W 3 2
/ 2 4 I I oo
J W; SEWER LINE 'A' "'N\SEE SHEET PP2.1 l /i' I23
I 1110+00- — o •°j—11+00- N LEVENBURG AVE 12+00 I co •0 'SSMH B-122
/ h`° SSMH A-5 "� •/ / / / / � / / h°` Q
/// ti 11fl
o --- --- -- - � I I I z
I. I SEWER LINE B.
mil— 2556 O w I SEE SHEET PP2.1 / 2555 73 / / • i /j —� — — — — — — —J— — — — — — — — — — — — V
20 I . I I 10 1 1 12 a W �// 2554 1 7 Sk�v O'q / 36 r BLOCK 5
' / / I•. I I 1 3 ,o x 1 5 /r Cyo — )0--
Az
� j / I. � I / ' �N �'� ti / I I Ste, \,C% / �v� / / // I > LLJ
w / I ryhh9 I w // - I/ 00, //i / / I"L.I
w / �, / 1 / Riiy i / / M z
I 31
I .
V
// I o 2550 / / /� S{y00 L • / Q
� ° // BLOCK 2 I // FSOyo z Z
17 W
I' /// N // j. r�� / I C—C
G
h� i. o/ 8 7 6 5 4 oY / 2
---
1 5 \\\.Ln
SSMH\ --- --- -- — — / -- -----/ 1\� —
I \ `
\1 I _
J / �55� \ s '.�/ SSMH A-3_ N WOLFSBURG AVE o ao—"oo 3 — — IN"4 M p _ I w
A I — SSMH A-2 I W U
J / BLOCK 1 \ 14 \� xp0_ N m_M � T e� 7
,J z
13+00 —12+00 0 ' \
\ —' T
\ SEWER LINE 'A' o I
SEE SHEET PP2.1
_ 10
9
J � 1 12 ,EG\ \ c, I 8 7\ 6 5 4 b� 2
> 20.00' 1
U c � ri N I I I o
COMMON DRIVE;_ , a
N 1 1 I Ec, �� TOE _
O1 �£G -EG- TB _ _ Gib BLOCK 1
CV / - EG- - - -EG - =-1 -EG- - -_�EI I _ I CSW PROJECT NO. 21018
- - T/ L
_ \\--- � lS�<-�._-TBTS -�B � SB B TB_ T�,�B TB- O _ -
/ SSMH A-1 (EX) DRAWING DATE 10/21/2022
CONNECT TO EXISTING
oU j / SANITARY SEWER MANHOLE PP200
O CONNECT TO EXISTING
8" WATER MAIN
\GE SF�
°-_° 2580 ^ 2580 0 25 50 100 150 Q�Co �`rvl
Of ^ Z 16970
2575 ^ 3 vv 2575 HORIZONTAL SCALE: 1"- 50' n s��-21-2�0
U w ^ ) e iz U) N VERTICAL SCALE: 1" - 10' p�/ TF OF�pP �P
s r- r 't 0000 'T N 1) p NN GAP
2570 ^ r� i° Ln Nto N - 0o N `1 t- 2570
e co w ao vi 00 � � N �r- r I rr, a; Z D M.
(n Z ^ a V) a V) I- N N II 1 0o Z o I + � -
U a M � N II Lr) �� N II 1 + � ZZ o 2 p NZ Z _= II II z z
9 W a0 N 00 N 00 N � N ,n N � II II � Q 00 � Q ao N j j
2565 N s r� - N II - II Q co ,n II - Q - 2565 '^
N uJ
Q P+7 Lo z O Q l� Z o Q N z Z z fn(n 0_ 00 00 (V)(% 0_00 00
M N N II 0 - - -
w0^ N N"' �oz = II ci Z Z = II cli' Z Z V),V) o-$000 00
0 2560 �oo � II QI + Lo - o N� �- - -N� �- - - - --- - - - - - - -- - - - - - - - -- 2560
1 + Z N > j fn fn 0_ 00 00 V)V) 0_ 00 co — — — — —
w Qo �n = II II z z - - - - E
2555 �QNz N� �� - - - - 2555 � o
v�v� o- co co
J cm
(n cn 0_ w
Ln w 2550 _ — — — — 1�1Y, o L Go
o 2550 ��
z
0 L=212' S=0.40% D=8" SDR 35 PVC
0 2545 „ PVC L=197 S=0.40% D=8 SDR 35 PVC O 0 v m
m W U ^
m L=279' S=0.77% D=8 SDR 35
2545 O " o
aOf � E �
w fu
2540 L=41' 2540 �
z
L=34' S=0.40%
w S=0.40% D=8" SDR 35 PVC u
r 2535D=8" SDR 35 PVC 2535
���7TL=151
� %
N D=8" SDR 35 PVC
w 2530 2530
a- 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
x
w
SEWER LINE 'A' PRELIMINARY PROFILE
STA. 10+00 TO 19+50 0
cn
z
w
z CD
0
U 2580 2580
r. (n
cn ^ w
) v z�N 0
0 2575 00 z M V) CC) z 0
s w v s ` 00 00 L 00
w ��_ 1� N M '00 a) Lo N 04 to to N 0
N II r min. N 11 Nr) NN
2570 r 06 N II is 4 11 o a, II II o 2570 u N
r of z 00 rn of z z o cn
+ ,n — 'n I + o 'n — — w
z =III p z z 0o C N N =u N z z =I z z z 2580 ^ v 2580 z
2565 �Q m - - I + ,n - o �Q - - N� : - - - 2565 0
(N(% 0_00 00 Q N 04 N > > N N w 00 00 (n(n 00 00 0o ��N j� N J
IQI z z - - - 2575 s M M o 2575
— — — _ Lo
U) _ 04
2560 - - - - - -- - - -- - - - - - -- - - - - - - U)U) 0o- 2560 0o 0000 N d � �Lo
0 oMNN II �N� N �I Noic �
z 2570 0 o co II II II ~ 1 + 0 0 2570
o _ _ _
Q 2555 Qo � ZZ o + to o U� 04
2555 � 0 N Lo =II c j z
U z: II c11 z z z = II cp Z Z NH �z j
0
w o- a
0 2550 2550 2565 N� �a c � N� �z z N N 0_ ao 2565 �
wo 00 0o cn cn w 00 00
L=354' S=0.40% D=8" SDR 35 PVC
- - - - - - - - - - - - - - - - DESIGNED: C. GRAHAM
0 2545 2545 2560 2560
DRAWN: C. GRAHAM
L=113' L=46'
_ S=0.40% CHECKED: C. GRAHAM
� D=8" SDR 35 PVC D=8" SDR 35 PVC 2555
2540 2540 2555
L=255' S=0.60% D=8" SDR 35 PVC
APPROVED: C. GRAHAM
z 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 S=1.10% D=8" SDR 35 PVC
2550 L=204 2550
SEWER LINE 'A' PRELIMINARY PROFILE (CONT.) PREPARED FOR:
0 G20 LLC
w
STA. 18+50 TO 24+00 2545 2545 PO BOX 593
EAGLE, ID 83616
z 2540 2540
Q 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
SEWER LINE 'C' PRELIMINARY PROFILE
2580 2580
Y STA. 10+00 TO 1 5+00
0
w
2575 ^^ 3 2575
Li V) co z
2570 L0 co 2570 LU
J_
>_ 000 01 9
U I- NN 11 00M Lo
N J
o V) II II I to- II
w 'n0cozz o N � 41 LL
0 2565 as o ,`n - - ++ � 0 2565 ^ ^ , ^
211 p ZZ Z mNLn � ^ � 3 V l
= Z L.L
w V)F- a II c j z Li
(n(n FE 00 00 00 m Q Z ' Z r- Q
p 2560 N N 00 2560 2580 ^ ^ o o� o z 2580 > J
w - - - - - -- - zv N .. g Fs o co o
^ Z 00 of o .. co 00
-- - - -- - - "vN .:N N Lo e . Ln 0 W
2555 2555 2575 e M M 00 (D 00 ao N c i cO N ao�It 'n N LO 2575/
a0 � � 00 � NNrjZ = M� NjZ �O�NN -t Lo
I..L
�MNN p � N �MN > > �MN > > 1 + (o I + cp0 z �/
cn t0 � � N ao�_ N I + 0 — O I + � — �� � II o Nro Q w
z 2550 2550 2570 0 0 'o z z �'n ai z_ = II II Z Z a II ? ? co N > > o rn 2570 C_
w
+ Ln - - o I + � o (V) a (nH �e c = II Z Z N G
z L=243' S=033% D=8" SDR 35 PVC Q o_ ,n o o 'n N N o- ao ao cn cn o- 0o ao
�Q II ?
N > > N > > U) �e a U) �a
= II z z z = II 11 z z cn cn 00 0o cn cn ao
2545 2545 2565 N F- _ V)P 2565 J Q
z (ncnwoo00 00 (n(n0_ 00 00 - - - - - - - - - - - - — — — — - - - - - - - - - - - - - - - w 7
10+00 10+50 11+00 11+50 12+00 12+50 2540 2560 2560
2540 UwSEWER
W2555 2555 LI N E W PRELIMINARY PROFILE
STA. 10+00 TO 1 2+50 L=247' S=0.40% D=8" SDR 35 PVC L=304' S=0.60% D=8 SDR 35 PVC
� 2550 L=270' S=0.40% D=8" SDR 35 PVC
2550
w
U) 7v
J 2545 L=51' L=69' 2545
> S=0.40% S=0.40%
U D=8" SDR 35 PVC D=8" SDR 35 PVC
N 2540 2540
0 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 CSW PROJECT NO. 21018
SEWER LINED' PRELIMINARY PROFILE DRAWING DATE 1012112022
STA. 10+00 TO 19+50
0
PP201