HomeMy WebLinkAboutPZ - 100% DD Civil Site Plan 230224 SIZE VARIES
(SEE SITE PLAN) o O 0
EXIST.FIRE HYDRANT 4"CONCRETE OVER 4" LEGEND
\\ r—S=2.0% ROADBASE w o
\\ BOUNDARY > oo
\ \ j ROW W O
CENTERLINE
LOT LINE V1
— — — — — — — — — — — — — — EASEMENT 2' O
EXIST.SEWER MANHOLE /
15 SD 15"STORM DRAIN c�
ass 8"SANITARY SEWER W 00 0
8 W 8"CULINARY WATER
�/ $SW 8"SECONDARY WATER
XXXX CONTOUR MAJOR XXXX CONTOUR MINOR
TIE IN TO EXIST.WATER / ` '` \ 12.0
SIDEWALK SECTION EXIST.STORM DRAIN w
�/ / / SETBACK 1 �1 — EXIST.SANITARY SEWER w
w
NTS — EXIST.CULINARY WATER
RR RR x x x EXIST.FENCE rr�
20' \l I II I F- — — — — — — — — — — - ------------ (XXXX) ------------ EXIST.CONTOUR MAJOR
2 v
SETBACK / 10.0' I I w
/ \ .00' ------------ (XXXX) ---------- EXIST.CONTOUR MINOR
V T T + SIGN
/ I I A I STREET LIGHT
GpN�0 I I o �� I I
J A STREE I ® ® ® SD MIL INLET,AND COMBO
EXIST. 12"SANITARY SEWER / / T I 0.94' 0.89 s® SEWER MANHOLE
/ // ______ _ ►� IT+ ►T. CULINARY VALVE,TEE&BEND
I / I // in F. SECONDARY VALVE,TEE&BEND
0
BUILDING a --- - I WATER BLOW-OFF
M9 R .08'
BUILDINGFIRE HYDRANT �I
EXIST. 12"WATER I i ' M11 BUILDING
_ 0.67' a RO.O8a 0.83 STREET MONUMENT(TO BE SET)
M 13 EXIST.STREET MONUMENT
I I II I Ir I I I - I EXIST.SD INLET&MH
I I III II II� I I
I A EXIST. 10"CULINARY WATER(2)8-YARD DUMPSlERS
II II I I I ENCLOSURE I c 6"UNTREATED BASE EXIST.SEWERMH
EXIST.VALVE,TEE,&BEND
EXIST.IRRIGATION COURSE
BUILDING SETBACKS I III I I i t � o f I I EXIST.FIRE HYDRANT
APWA 2.0' MODIFIED
8 ss ^I Y I I 0 XXXX.XX SPOT ELEVATION
IIII NI lug ' � I IIII I A T�
I I II coI
I I II I V1
EXIST.FENCE TO REMAIN
AT BOUNDARY I I I I I o I I 3.00'
1'-2.75" 6.5" OPEN SPACE TABULATIONS:
I
�VI XI BUILDING BUILDING cn
M o �� I A I UNIT SIZE # COMMON SF PRIVATE SF
BUILDING
N M10 M12 I I a < 500 SF 0 0 0
8 BUILDING I I REINFORCEMENT: a
I I III M1 I I (3) #4 @ 12"O.C. 0.50a
I� 17 500-1200 SF 157 39,250 12,560 �.�..�
VI I 5 0 I = I I I 9 >1200 SF 78 27,300 6,240
I II I I � COVERED PARKING REINFORCEMENT:
a a 10% GROSS - 72,392 -
#4 @ 24"O.C. 4 TOTAL 235 138,942 1 8,8005'SIDEWALK (TYP.) A
6"
OPEN PARKING
II Q BUILDING I I f I I QUALIFYING OPEN SPACE: 252,489 SF
35.0'
II I hI I Cl I I I I
3� VALLEY GUTTER COMMON GRASSY AREA: 19,578 SF O
I I� H&YARDDUCOSURS / / III BUILDING I -
II m IzIvY I // / I I I M2 NTS �--1
>< Q��I I " BUILDING
IIII I
� M3
STORM WATER
I � � II i I
PARKING TABULATIONS:
RETENTION W 3"ASPHALT CONCRETE OVER 9" AGGREGATE BASE* UNIT TYPE # STALLS REQ'D COVERED REQ'D h--�38.0' \ ) II STUDIO 26 39 26 14 I I 1-BR 131 197 131 z
i
2-BR 52 104 52
` — — - I 8"SEWER 3-BR 26 52 26
II I
EXIST. FENCE TO BE REMOVED II I I IH I I I VISITOR - 24 0
cn
FROM THIS POINT SOUTH 150'
II Ili IIco
8 WATER
G , TOTAL 235 416 235
BUILDIN h—I
4I A I "
II II M7 BUILDING BUILDING L 4.0' I I I PARKING STALLS PROVIDED 454
WATER AND SEWER I I I m I I I I M6 M5 O' BUILDING I o f
I l
EASEMENT II � M4 • COVERED STALLS PROVIDED 235 O I I I I •• MAIN PARKING 100
EXIST. FIRE HYDRANT \\ \ ASPHALT CONCRETE SECTION
II � � i1 \ •• DISPERSED PARKING 34 (2 ADA)
\ \ NTS *SEE GEOTECHNICAL STUDY AND FOLLOW •• GARAGE PARKING 98
ANY RECOMMENDATIONS MADE THEREIN •(TO BE PROVIDED) UNCOVERED STALLS PROVIDED 222 W
I� \ •• MAIN PARKING 77 (5 ADA)
•• DISPERSED PARKING 45 (3 ADA)
15 SD 's ,`� O, \� \ \
— � J I I � 15"STORM IN J � 1 �\ \
EXIST.FENCE TO BE REMOVED I I^ I \ \
•• DRIVEWAY PARKING 100
FROM THIS POINT NORTH 150' I ��I I I I I COVERED PARKING L I \\ \ • LOAD/UNLOAD ONLY STALLS 8 (NOT INCLUDED IN TOTAL)
5"NON-REINFORCED PORTLAND CEMENT CONCRETE OVER
I I U� I I I \ \ \ \\ \ 5"AGGREGATE BASE* • COMPACT DRIVEWAY PARKING 3 (NOT INCLUDED IN TOTAL) ~�
0.
I I�II I Icn TYPICAL STALL DIMENSIONS 19.0' X 9.0'
GARAGE & DRIVEWAY DIMENSIONS 20.0' X 10.0'
TYPICAL DRIVE AISLE WIDTH 26.0' MEASURED FROM FACE OF CURB
( )
i \ \ 5'SIDEWALK&PARKSTRIP (TYP.)
I III I I/ BUILDING BUILDING Al A2
II �INI II IIx 1 II �I I I I I 26.0' I I
a o I Al �
// I BICYCLE PARKING I A 1
m 75.0' I II I I
Cn FIRE ACCESS 5.0 I PORTLAND CEMENT CONCRETE SECTION
I SW V I
II Y ^ III I NTS
II III I I� I o I *SEE GEOTECHNICAL STUDY AND FOLLOW
= II I ANY RECOMMENDATIONS MADE THEREIN i z
I III I I 2. 10.0' I I I (TO BE PROVIDED) —
I III OPEN PARKING STALLS I I� I I °
PROPOSED DECELERATION LANE
II I III I� I f �I I PER AASHTO STANDARDS
I III I� BUILDING A3 I I w
I I V I V III I I POOL EQUIPMENT/RESTROOMS I I o _ _ _ _
_ IRR 3
��— — IRR — — — — IRR — — — IRR-
- ' sW Ex 18 SW \ 1 - - - - - - - - - - - - - U I I I I I I Q
J
-
-- ---- -- -- - - - -- -2, W
12 12 i 12V, — — — �2n' �2 — —�—��_ —_—— — — — — _ _
— — — — — — N — — _EXIST.FIRE HYDRANT MCMILI AN ROAD — — — — — — zw — - Zw 2 - 2" O i
_ _ Q— — — — — — —
- - GRAPHIC SCALE
J / PEDESTRIAN HYBRID BEACON _ _ _
PER ACHD STANDARD TS-1 117.07 EXIST. STREET LIGHT �\ N/� �o o ss o ao 2ao
II I I DUMPSTER ACCESS \ N
CD
CV
(IN FEET) N
A I inCn= 70 ft. SITE PLAN �
E
Q
Scale: 1„_70, Drawn: CMH 2
1
Date: 02/04/23 Job#: 22-0032 0
Mow what's below. Sheet: oN
Call 811 before you dig. C 2 0
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