PZ - Site Plan (Overall) DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0
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Material Legend:
THE
- _ _ . . . . . LANDSCAPE AREA CONCRETEWAC WE
W- RAND
S ASS S SS -- SS - SS SS SS S�- SS SS SS SS SS SS SS SS ss _ _SS SS SS SS SS SS SS S SEE LANDSCAPE FLATWORK PER
3 o - - PLAN SET L1.00 DETAIL 5/C2.50& .
- _
\ J'cP SERIES ISPWC SD 709 GROUP
E. Ustick Road - - -
- HEAVY DUTY LIGHT DUTY
T 1 - T T - - - T T T T T T T _
_ CONCRETE PAVING ASPHALT PAVING
T T T T T T T 'T T T T T T T PER DETAIL 7/C2.50 ��C2DE0TAIL
------------ ---------- _
so � 2 BEGIN � �
- SD SD SD SD SD 15 4-IN DEPTH, 3/4-IN MINUS GRAVEL TYPE B BASE COURSE OVER
o 8-IN DEPTH STRUCTURAL TYPE A FILL COURSE (COMPACTED TO
- - - - - - - - - - 95% DRY DENSITY PER ASTM D698 OVER COMPACTED
G ' ' `P \ SUBGRADE 95%STANDARD PROCTOR.
WM
� UTY ASPHALT
.� �.� •' ;-..='`'• r ;��f=;�` :�.O F:�•. .` T_ - - _INN �DHIP CHIP �PP PAVINGDPER DETAIL 3 C2.50
o�.
i- - - - - - �. �'�•�'• '«! 15 / &2/C2.60
\ 5 RR •- SS
3"PIRR :' ° 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD 701
O 3"PIRR 3"PIRR 3"PIRR S
3"PIRR 3"PIRR \
18 � J
S 6-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-701 R
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FUTURE GIRR
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_ _2624- ' ' FUTURE PAD :r - - -
'�,' �•,`,• 21+t•`•' 1. FIRE HYDRANT-SEE SHEET C5.00.
FUTURE PAD ='� ;�' :�. :��� Z
2 6"VERTICAL CURB &GUTTER PER ISPWC SD 701 OR SD 701 R.
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PAD 10 �A •' �.- 3. PEDESTRIAN RAMP PER ISPWC 712-A AND ACHD SUPPLEMENTAL
: : . . a
'14' �: .II'. SPECIFICATIONS.
�'i' •:•j•1+ 3.1. PEDESTRIAN RAMP PER ISPWC 712-C O
8 •I- �. CJ &ME
r' :.• +: } 4. ACCESSIBLE PARKING-SEE DETAIL 6/C2.50. Z
M o II�, ,• •�•1 5. EXISTING WATER UTILITY SEE SHEET C5.00.
\ MTR 9 <� • b` '�.
o � IEEE
6. 3 CONCRETE VALLEY GUTTER PER DETAIL 4/C2.50.
MTR • I'' •�•`
•ti' 7. WATER MAIN-SEE SHEET C5.00.
p 8. 6-IN VERTICAL CURB (NO GUTTER) PER ISPWC SD-701A.
o 10 `
- ,
10 Mm 70 •`�`I. 9. SANITARY SEWER MAIN-SEE SHEET C5.20. PENN
10. SANITARY SEWER MANHOLE-SEE SHEET C5.20.
2 9 .� a
11. CONSTRUCT 14'WIDE CONCRETE SIDEWALK PER ITO STANDARD DRAWING 614-1. O
_
° � �� 2 9 � . 14' ` `.lam '' �'•+ 12. NOT USED.
�`L• 10 -.f .t ` 13. TRASH ENCLOSURE PER DETAIL 1/C2.50, 1, 2, 3&4/C2.51. Z
END 2
14. NOT USED O
co c 2 - 6 2 �� �,�'�-•' �I,1 15. EXISTING CURB AND GUTTER-RETAIN AND PROTECT.
3.1 c.i co Z Q
I `" `" _ �°' �1' '� -�T 16. NOT USED
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17. NOT USED
.�- 18. CONSTRUCT 5'WIDE CONCRETE SIDEWALK PER ACHD SUP SD-709.
7 • ;• \ '� .'� 19. CONSTRUCT 10'WIDE CONCRETE SIDEWALK PER TO STANDARD DRAWING 614-1 �
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�' 'F;` • III$• 20. EXISTING SIDEWALK RETAIN AND PROTECT. O O
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2 2 \h °� T 2 N °O :j` .:.:. ..r. 21. REMOVE AND DISPOSE OF ABANDONED HEADWALL AND PIPE. COORDINATE WITH
60015 U
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J . . ,�`,: NAMPA&MERIDIAN IRRIGATION DISTRICT AS REQUIRED. //� � o
co `' � �$� 19 22. INSTALL VALLEY GUTTER PER ISPWC SD-708. MIJ
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9r , 6SPACES@9'= 54' Q,p 'per �\ ,f,• • w
3 25.26' 3 •�•' 1 O a �
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BEGIN 2 8 8 ° °
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Revisions
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FUTURE 8
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FUTURE' � \
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\ - - \ 14' \ s 11/16/202�
a, 3"PIRR OF\OPT
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\ \ - -NV1 - - - - - - - - - - - \� - - PIRR - \ �.
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- - - -- -
- - - -
- - - - - - - - - - �-
� - , -- - Plans Are A Public Street Date of 11/ / 20
(Na pa & eridia Irrig tion D trict) - -
\ ° r0�• `'`'``` '`'`' Accepted For P Project No.: 119025
PART I - - � - - - - - - - - \ •'''•• ''••
\ 2131RR_� - - - - - - - - - - - - - - - - -
4
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\ 3 P I' Construction
Project Milestone: 1BidSet
Milk atera
rn -° , ,•
ons
36"GIRR "GIRR 5 /
\ \\ 36"GI R 3 ..GIRR \ � - ERR - •° °. °
/ - /' . .
o - �� ,; ,',' ••,', By stamping and signing the improvement plans,the Registered Engineer ensures the
i4' \ 36"GI -3 PIRR ' '�'' GI p g Site & Materials Plan
G"GIRR / ' ' - District that the plans conform to all District policies and standards. Variances or
36 GIRR " 36 GIRR ` ` ` �`+�RR`�` GIRR Parking Area Plan
\ \ 36 GIRR R waivers must be specifically and previously approved by the District in writing.
\ I / 36 GIRR GIRR Acceptance of the improvement plans by the District does not relieve the Registered
s
=d Site & Materials Plan Parkin Area Plan Engineer of these responsibilities.
U= _ � U 20' 40'
BY: DATE:
_-- ADA COUNTY HIGHWAY DISTRICT C2
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w� Horizontal Scale: 1" = 20'
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