Attachment D - Project Plans — Pleasant Hill City Council, January 24, 2022 (part 1 of 2)

CHOICE IN AGING/ SAHA PLEASANT HILL CAMPUS DEVELOPMENT
ARC REVIEW RESUBMITTAL / TENTATIVE MAP SUBMITT (Revised 8.18.2021) 490 GOLF CLUB ROAD, PLEASANT HILL, CA 94523

VICINITY MAP
"THE SITE FALLS UNDER BUCHANAN FIELD AIRPORT SAFETY ZONE 4.

BUILDING SITE KEY
-,-
1 1 f PARCEL A
r
1/
i
ff.
f~ q j PARCELC I i/ ~II r-2LlllLUJlwr J......Jrn1 u 11r1 lt4,1,_::.mr1.c~ OWNER / CO-DEVELOPERS:
~1 CHOICE ~/ IN A_GING
490 Golf Club Road
Pleasant Hill, CA 94523
925.682.6330
( .... SAHA I 4 fl 'IATfLLIT ■
II ■ AFFOtlOAILli
AIIOCI ... Tl'S
1835 Alcatraz Ave
Berkeley, CA 94703
510.647.0700

PARKING

PHASE I
\Jl,E___ REQUIRED PROPOSED
CIA 71 71
CIL 22 22
SAHA IL 30 ___ 30
TOTAL 123 123
123 SPACES INCLUDE:

ACCESSIBLE PARKING

EV PARKING
MOTORCYC[E PARKING

BICYCLE PARKING
PHASE I!
1 16

USE REQUIRED PROPOSED
CLINIC 7
ASSISTED LIVING 14 __ .

TOTAL: TBD
ARCHITECT:

PERKINSEASTMAN
100 Montgomery St, Suite 2300
San Francisco, CA 94104
415.926.7900

PROJECT DATA

PHASE I
CHOICE IN AGING · (CIA)
µSE:

GROSS BUILDING AREA
LEVEL 1
LEVEL2

NUMBER OF STORIES
OCCUPANCY:

CONSTRUCTION TYPE:

BUILDING HEIGHT:

SPRINKLER SYSTEM:

CHOICE IN LEARNING • (CIL)
USE:

GROSS BUILDING AREA
NUMBER OF STORIES:

OCCUPANCY:

CONSTRUCTION TYPE·
BUILDING HEIGHT:

SPRINKLER SYSTEM:

ADULT DAY HEALTHCARE
24,750sq.ft.
16,350sq.ft
8,400sq.fl.
1 &2STORIES
1-4
VB
26'-0''
NFPA-13

MONTESSORI PRESCHOOL
6,990sq.ft.
1 STORY
1-4
VB
12'-0"
NFPA-13
SAHA INDEPENDENT LIVING • (SAHA IL)
USE:

GROSS FLOOR AREA
LEVEL 1
LEVEL2
LEVEL3
LEVEL4
UNIT DATA·
TYPE #
1 - BED 81
2-BED 1
(MANAGER'S UNIT)
NUMBER OF STORIES:

DCCUPANCY:

CONSTRUCTION TYPE:

BUILDING HEIGHT:

SPRINKLER SYSTEM·
PHASE ff
CLINIC

GROSS BUILDING AREA
OCCUPANCY:

BUILDING HEIGHT

ASSISTED LIVING (RCFE)

GROSS BUILDING AREA
OCCUPANCY:

BUILDING HEIGHT
PARCEL AREA:

SENIOR AFFORDABLE HOUSING
69,450sq.ft.
10,150sq.ft.
20,200sq.ft.
20,200sq.ft.
1B,900sq.ft.
_M1;8!:i;.fU__IQJ/,i,. AR~
565 45,765
860 860
3&4STORIES
R-2
VA
36'.0-/46'-0"
NFPA-13R
approx. 2,300 sq.ft
B
1-STORY
approx. 24,300sq.ft.

R-2.1
3-STORIES
AREA ISFI OPEN SPACE ISF~GE ~1

PARCEL A

PARCELB

PARCELC
LANDSCAPE ARCHITECT:

RAY TRE l DEStGN
2927 Newbury St, Suite B
Berkeley, CA 94703
510.644.1320
80,354
29,979
63,660
17,898
18,141
8,499
22 61
13 CIVIL ENGINEER:
2655 Stanwell Drive, #105
Concord, CA 94520
925.674.9082

DRAWING INDEX
AO.0 COVER SHEET

CIVIL & LANDSCAPE

OVERALL
1 COVER SHEET
2 GENERAL NOTES

3.1 EXISTING SITE CONDITIONS (SITE)

3.2 EXISTING SITE CONDITIONS (ENTRANCE)

4. 1 DEMOLITION PLAN (SITE)

4.2 DEMOLITION PLAN (ENTRANCE)

6.1 HORIZONTAL CONTROL PLAN (SOUTHEAST)

5.2 HORIZONTAL CONTROL PLAN (NORTHEASl)

5.3 HORIZONTAL CONTROL PLAN (NORTHWEST)

5.4 HORIZONTAL CONTROL PLAN (SOUTHWEST)

5.5 HORIZONTAL CONTROL PLAN - DRIVE ISLE (NORTH)

5.6 HORIZONTAL CONTROL PLAN - ORIVE ISLE (SOUTH)

5.7 HORIZONTAL CONTROL PLAN - GOLF CLUB RD.

6.1 CROSS SECTIONS

6.2 CROSS SECTIONS

7.1 UTILITY PLAN (SOUTHEAST)

7.2 UTILITY PLAN (NORTHEASl)

7.3 UTILITY PLAN (NORTHWEST)

7.4 UTILITY PLAN (SOUTHWEST)

7.5 UTILITY PLAN· DRIVE ISLE (NORTH)

7.6 UTILITY PLAN - DRIVE ISLE (SOUTH)

7.7 UTILITY PLAN - GOLF CLUB RD

8.1 FINE GRADING & DRAINAGE PLANS (SOUTHEAST)

8.2 FINE GRADING & DRAINAGE PLANS (NORTHEAST)

8.3 FINE GRADING & DRAINAGE PLANS (NORTHWEST)

8.4 FINE GRADING & DRAINAGE PLANS (SOUTHWEST)

8.5 FINE GRADING & DRAINAGE PLANS - DRIVE ISLE (N)

8.6 FINE GRACING & DRAINAGE PLANS · DRIVE ISLE (S)

8.7 FINE GRADING & DRAINAGE PLANS - GOLF CLUB RD.

9. 1 EROSION CONTROL PLAN (SITE)

9.2 EROSION CONTROL PLAN (ENTRANCE)

9.3 EROSION CONTROL PLAN - NOTES

10.1 SIGNING & STRIPING PLAN - SITE

10.2 SIGNING & STRIPING PLAN - ENTRANCE

10.3 SIGNING & STRIPING PLAN - NOTES & DETAILS

11.1 C3 COMPLIANCE PLAN

11.2 C3 COMPLIANCE PLAN - CALCULATIONS

11.3 C3 COMPLIANCE PLAN-DETAILS

12.1 CONSTRUCTION DETAILS

12.2 CONSTRUCTION DETAILS (CONTINUED)
;~! gf~5Jf~Jl~~f~~t6c~C,.9,fL~NUED)
13 PHASING NARRATIVE
L 1.00 LANDSCAPE SITE PLAN
L 1.10 LANDSCAPE MATERIALS PLAN
L 1.11 LANDSCAPE MATERIALS PLAN
L2.20 PLANTING PLAN· FULL
L2.21 PLANTING PLAN - FULL
L2.22 PLANT LIST & DETAILS
L3.1 IRRIGATION
L3.2 IRRIGATION
L3.3 IRRIGATION
L3.4 IRRIGATION
L3.5 IRRIGATION
L3.6 IRRIGATION
L3.7 IRRIGATION
L4.00 SITE FURNISHINGS
L4.01 FENCE ELEVATIONS
L4.02 FENCE ELEVATIONS
PHASE 1
14 SUMMARY OF WORK

15.1 EXISTING SITE CONDITIONS (SITE)

15.2 EXISTING SITE CONDITIONS (ENTRANCE)

16.1 DEMOLITION PLAN (SITE)

16.2 DEMOLITION PLAN (ENTRANCE)
17 1 HORIZONTAL CONTROL PLAN (SOUTHEAST)
17:2 HORIZONTAL CONTROL PLAN (NORTHEAST)

17.3 HORIZONTAL CONTROL PLAN (NORTHWEST)

17.4 HORIZONTAL CONTROL PLAN (SOUTHWEST)

17.5 HORIZONTAL CONTROL PLAN· DRIVE ISLE (NORTH)

17.6 HORIZONTAL CONTROL PLAN· DRIVE ISLE (SOUTH)

17.7 HORIZONTAL CONTROL PLAN - GOLF CLUB RD.

18.1 UTILITY PLAN (SOUTHEAST)

18.2 UTILITY PLAN (NORTHEAST)

18.3 UTILITY PLAN (NORTHWEST)

18.4 UTILITY PLAN (SOUTHV'>EST)

18.5 UTILITY PLAN· DRIVE ISLE (NORTH)

18.6 UTILITY PLAN • DRIVE ISLE (SOUTH)

18.7 UTILITY PLAN - GDLF CLUB RD.

19. 1 FINE GRADING & DRAINAGE PLANS (SOUTHEAST)

19.2 FINE GRADING & DRAINAGE PLANS (NORTHEAST)

19.3 FINE GRADING & DRAINAGE PLANS (NORTHWEST)

19.4 FINE GRADING & DRAINAGE PLANS (SOUTHV'>EST)

19.5 FINE GRADING & DRAINAGE PLANS - DRIVE ISLE (N)

19.6 FINE GRADING & DRAINAGE PLANS - DRIVE ISLE (S)

19.7 FINE GRADING & DRAINAGE PLANS - GOLF CLUB RD.

L2.00 TREE PLANTING PLAN - PHASE 1 B
L2.01 TREE PLANTING PLAN - PHASE 1 B
L2.10 PLANTING PLAN- PHASE 18
L2.11 PLANTING PLAN - PHASE 1 B
cc--~,
.. -('-J
C:::>
('...I
Lt:)
CN
1--
u
C)
(.,_:
<..;
PHASE
20 ~ MM1'1RY OF WORK

21.1 i<ORIZONTAL CONTROL l'LAN-(NOR l><I
21 .2 HORIZONTAL CONTROL PLAN (SOUTH)

22.1 UTILITY PLAN (NORTH)

22.2 UTILITY PLAN (SOUTH)

23.1 FINE GRADING & DRAINAGE PLANS (NORTH)

23.2 FINE GRADING & DRAINAGE PLANS (SOUTH)
L 1.20 OPEN SPACE COVERAGE • PHASE 2
L2.02 TREE PLANTING PLAN • PHASE 2
L2.12 PLANTING PLAN· PHASE 2
PHASE3
24 SUMMARY OF WORK
25 DEMOLITION PLAN
26 HORIZONTAL CONTROL PLAN
27 UTILITY PLAN
28 FINE GRADING & DRAINAGE PLANS
L 1.21 OPEN SPACE COVERAGE - PHASE 3
L2 03 TREE PLANTING PLAN • PHASE 3
L2.13 PLANTING PLAN - PHASE 3
PHASE4
29 SUMMARY OF WORK
30 DEMOLITION PLAN
L 1.22 OPEN SPACE COVERAGE· PHASE 4
L2.04 TREE PLANTING PLAN - PHASE 4
L2.14 PLANTING PLAN - PHASE4
PHASE 5
31 SUMMARY OF WORK

32.1 HORIZONTAL CONTROL PLAN (NORTH)

32.2 HORIZONTAL CONTROL PLAN (SOUTH)

33.1 UTILITY PLAN (NORTH)

33.2 UTILITY PLAN (SOUTH)

34.1 FINE GRADING & DRAINAGE PLANS (NORTH)

34.2 FINE GRADING & DRAINAGE PLANS (SOUTH)
L 1.23 OPEN SPACE COVERAGE· PHASE 5
L2.05 TREE PLANTING PLAN - PHASE 5
L2.15 PLANTING PLAN· PHASE 5
PHASES
35 SUMMARY OF WORK
36 DEMOLITION PLAN
37 HORIZONTAL CONTROL PLAN
38 UTILITY PLAN
39 FINE GRADING & DRAINAGE PLANS
L 1.24 OPEN SPACE COVERAGE - PHASE 6
L2.06 TREE PLANTING PLAN - PHASE 6
L2.16 PLANTING PLAN • PHASE 6
PHASE7
40 SUMMARY OF WORK
41 DEMOLITION PLAN
L 1.25 OPEN SPACE COVERAGE· PHASE 7

ARCHITECTURAL
AO. 1 SITE PLAN
A1.1 CIA FLOOR PLANS
A1.2 CIA FLOOR PLANS
A1 .3 SAHA IL FLOOR PLANS
A1.4 SAHA IL FLOOR PLANS
A1.5 SAHAILUNITPLANS
A3.1 CIAELEVATIONS
A3.2 CIA ELEVATIONS
A3.3 CINCIL ELEVATIONS
A3.4 CIL ELEVATIONS
A3.5 SAHA IL ELEVATIONS
A3.6 SAHA IL ELEVATIONS
A3.7 SAHA IL ELEVATIONS
A3.8 CINCIL RENDERINGS
A3.9 SAHA INDEPENDENT LIVING RENDERINGS
A3. 10 MA TE RIAL BOARD
A3.11 COLOR PALETTE BY BUILDING
AS.1 BUILDING SECTIONS
A5.2 BUILDING SECTIONS
A6.1 SHADOW STUDIES

LIGHTING
P1 PHASE 1B ROADWAY (EASEMENT/ENTRY)
P2 PHASE 1 B SITE
P3 PHASE 2 SITE
P4 PHASE 3 SITE
PS PHASE 4 SITE
PS PHASE 5 SITE
P7 PHASE 6 SITE
PB PRODUCT CUT SHEETS 1 OF 3 PAGES
P9 PRODUCT CUT SHEETS 2 OF 3 PAGES
P10 PRODUCT CUT SHEETS 3 OF 3 PAGES
AO.O
....
--~
~~ i \ \'
ff/ J ~~ ::L.__ PLEASANT HILL, CA :0 f '¼,, ~ ·
--·., ' pl#J!-1---
w: "''<) !
i OIC ~ ~ 1 ; PARKING~ l e, "' GOLF CLUB ROAD ----- --~-~- 7 ~ OJABLO VALLEY COU£GE:
_,...,-
VICINITY - ---MAP N.T.S

PARKING COUNT EV CHARGING COUNT
STAHOARO I 128 STAHOARO 6
AD.A.ACa:SSIBLC l 5
llOllJiC)QC
A.O.A.AIXfS9Bt£
roTAL I IJ4
'EV PN1KIIIG NOT INQ.1/Df IN COUNT
~
COHIIIA COSTA COUNTY BENO/ MNIK NO JJJI. BRASS DISK S£TIN SID£AU(CWfJRfDG£0',£RCROSSINGFM Q!Al51»/CR£E(NrAR111£1H1ERSEC11CWOFASffNAHO
CENTlJl/m/EIT.EI.EVA11GWTAKENAS2J.1NA\0l988.

BASIS OF BEARING·
eEIMEBllllOrouHOEJOS11NGSIIIEErMONUMCNISON
CAIIEIBAtlCRONJASSHDIIIIP£1'"5lillMISION4111J"
(140 M IBl OO'l7IIA COSTA COONTY REWIOS TAl<EN
AS HtR7H 5f09' .U"IEST.
511[ ADDRESS: 490GtlFaJJBRONJ, PIEASAHTHIU.,CA
ASSCSSOR PARCEi. NUIIBER: tSJ-OJ0-004
LEGAL DfSCRIPOON:

PARCEi. ONE:
1DTAL
PORl!GW OF THE RAHa«J LAS ~NTAS OESCRt8ED AS FlllOMS, Bfl!INNIHG AT 111£ NOR111EAST CCllHER OF 11/E PARCEL OF LAHO DESCRIBEDIN 7'£USPENWISI/AHM:11GWIN 11/ESVPfRKJRCCIIIT OFIHESTA1£0FCAmJIINIA,l#NIOFOR71£COOHTYOFCOHIRA COSTA AHO HUIMIERED BY THE aD1K OF SAR) COURT ACDON HO. 52J9J, IH/al SAID US PENDENS WAS RfCORDED .U.Y 25, rgs, IN BOOK 1797 OFCFFlOAL RECORllS OFCOHIRA COSTA COUNTY, PAl!C 11; 11/ENl!C FRcr.t SAID POINTa'BEGINNING SOU111 or 20' ll£ST Al.ONG THE EAS7ll!HUIEOFSAIDPARCfl.=:RflEDINSAIDUSPEJIIJENS,J21 filT;1IIENl!CSOU111119'45'EAST,SJ2.65filT1D111£NOR11/ERI.Y UHEOFSARJPARCEI. OESCRIBEDIN SAJOUSPEHOENS; 111£Nl!CNOR111 89' 45' EAST. AI.OHGSA/D NORIHERLYUN£, 532.65 FEET 1D 111E POINT OFBEGIHNIHG.

PNICELOO:

RIGHT OF WAY Q!ANJED IN 111£ OElD 1D CONCORD HOSPITAi. 0/$1R/CT. Rf1X/RDED APRIL 16, 1956, BOOK 2146 OR, PAl!C 53, /JESCRl8ED AS flll0115: A RIG/IT OF WAY, HOT 1D Bf EXQ.US/lf; AS AH APPfJRIDIAHl!C 10 PARCEi. I ABO\£; FOR USE AS A ROADWAY FOR lflflUSOFAlLK/HOS, PEDESTRWISAJIJAMIIALS.FOR WA7!11. GAS aLAHDSEllfl1Pll'EUIES, 1Dl!CMRIIIH11/ENElDSARYP!1£50R CONDUITS 1D CARRY SAID UHES 0191 A SIRIP OF LAND SO filTIN 1110111, 11/E IIESJcRN LJHE IS OESCR/BED AS flllOWS: B[GIHNIHG AT 111E SOU11111£ST COIIHER OF THE PARCEL OF LAND DESCRIBED AS PARCEi.

OHEABOlf:11/ENl!CFTIOIISA!D/'aNTOFBEGIHNIHGSOUIHl"20'11EST.

N..<MG 1H£ tlES1fRNLIE OF 1H£ PARal. OFI.NID D£Sai&DIN US PENOENS(l7970R11)899.70Fm"1D111ESW1HIIES1'RNCORIIEROF
SAID PARCEL DESallBED IN US PENOENS, THE NORlHERf..Y UH£ OF SAID RIGHT OF WAY Jtl 6£ Al.ONO THE SOUTHERLY LINE OF THEPARCB. OF LANO DESal/BED AS PARCEi. ONE ABOI£ AHO 111E SOU111ERI.Y I/HE OF 1HE PAR<n OF I.MD OESafflED IN SAID US PENCJENS. (BE1NG A.P.N. lfil-OJ0-004)
stonn W- MonUoring .!c Report;ng
LondDevelopmen!En<jin,ering
Environmental Engineering Municipal Engineering Surveying a: Mopping Con91rucllonstoklng
~ociates
MILANI
-~,
~

TENTATIVE MAP
CHOICE IN AGING ~ SAHA

PLEASANT HILL, CONTRA COSTA COUNTY, CALIFORNIA
t\Jfll
l(ATIIIW-1 4,1110/'I r TR[
h de CIMtJ.8.40. N(WTH -
TSANr; - · EST!lrRj j l47
~ SW.DOW ~ ----l VOGE:LSANG MN4 C TRE: -~ r-:: v-- Z 1~-161-001 / .l,SSOCIATll/t/ 1.££()1/N rRc />IOUNTAIN 158-240-022 153-240-0iU 153 !¾0-03 I 1.LC _/ l /5;1-240-023 so •o o Ml roa - 7nry--------L _ _ _____ _j ~-v• SCAU_ e
CAMELBACK N HOME:OWN£RS ASSN
158-261-021
b
~
i ORCPrxFAREA -
DA\,lo~
PROPE'RTJE:S 1.LC
153-261-006 I ..._J
I
~
1i
CC C\1/,1/rWNII')
COLLE:Cil l>/ST1IX:I' 1S3-090-0S..I
2j
i.
,
,.

I
~
fl!
~ ,0
IL
g
I
-- --- ~ -- Atlll!iRONJ - ~
PRMCT 1FAM· 0'111/ER:
a/Oll!C IN AGING 490 GOtFQ.UB ROAD
P!£ASAHTHIU., CA
CONTACT: I.ESUE PALAROH
al!L EIIGINECR: trlll.AHJ a ASSOOA1£S
2655 STANIIEIL /JIii\£; SU/1£ #105
CONTACT: Kfll Al.COCK CCHCORO, CA P4520 -(925)61 ..... 9082 LOT ARfA:
ffilA:
511[ U11UnES:

ZONING
N02TU~l't J27.00'
UJIDSCAF£ Nlai/1fCT:

BAY 7llf£ D£SICN INC. 2JIJ VAUEYSlllfET
BERl<D.Y.CA 94702 PHONE: (SIO) 6#-IJ20
WITM:T:US4HOWNl!J
ARCH/l[CT:

PERKIHSEAS111AHARa//1£CIS
100 M(l(JOONERY S1IIEIT, SU/1£ 2JOO SAN FRAI/QSCO, CA 94104 :d4~~11JJ 219,00JSF,4ACRES
FLOOO ZONE OES/GHADON:

ARBOR1ST:

NORT SQENCE
J2SRAYS711fET
PID.SANTON,CA94S66
PHOHE:(925)484-0211
GEOlrCHIIICAL ENGINEER: SlE\£1/ffRR(Wf,tBNLEY
1600 NU.LOW PASS COURT
COHCORO,CA94520
-(925)6811-1/lOI
»E S1'1CISNOTINCLIJDf.DIN ANY .ffaM. Fl.OW Z(l;I£.

WAJcR-PUBUC-COHIRA COSTA WAltRDIS7111CT
STORM DRAIN - P111VA1£ 111111 COHHfCDON 10 arr OF PW.SANT /1/U. PU8UC MAIN SNITARY 5fJIER - canRA COSTA CDf1RAL SIMTARY DISTRICT
PWl!C - arr OF P!£ASAHT HILL
FrRf- CXWlRA COSTA COUNTY RR£ PR07ECTK.W DISTRICT
GAS ,t EIEC1111C - PAanc GAS &EIEC7RIC
PHONE - AT•T CUlE - CQIIG4ST
:::.:::;~~ ~"f,. ~7-:t.::::-=-==-=s:::;~:;;:=-=-=-=:t.::::-=-=-::'.="", :::'.~~~=-=-=-::::::1 l-~~ ~ ~=~~--11-' E;_ ="-~===;---l=E:=~-~~~ =~~- =~;_ "4~ ~ ~
tOIITR.4 COfiTA CAN-ll
~
ACP
AD
AP
BC
BF
:o..,
BW
CB
a.
0G
IY/tY
EC
El.EV
EiC
Ell'
~ ro
FH
R
fl
FlSO
"' GB
Cff
Cl.

GIi
~ WV
~T
MIN

ABBREVIATIONS
ASEE51DS ~ CBIEHTPIPC ~ N/A AREA ORNN 0G ANGIE l'aNT O.H.U.

BEtJN aJRVf PAV
80T1DM0Ff110TIM1 PNE
BLO'lrxf PCC
BEGIN~TICAL(lJR'Vf PERf
BACK OF WAI.K POC

CATCH BASIN PRC
CEN1ERUHE Pie
IJECall'O/EDL'RAH11£ p~ ORMWAY R ENDOFCUR\£ RCP B.EYATION RU END OF 19/nCAL CURI£ RSI/ END WALL RT
EJOSll#G RW FINISH FlfJal S
RHIS/IQ!AD£ Sil
F1Rf HYDRANT SO
FIE!DIHLET SS
Fl.OWUNE SSC0 FLOWUN£ SIDE Ol'£NING SSIIII Fl/£WA1El!IIA/N SIii( Q!AOE:BREAK 11: G.NIAl!CRNIS/IFLOOR 10C GARAGE UP Tf'C
GRAlr 11'
lfGH-/JOISITYP(UEJJ/ll.!1£ 7R lfQ<PONT IS
IM£RT 1W lA'TfRAL \oCP
lfFT u.u. 11/NIMUM W
1111
--
NOTAPPUCABL£
~
/JIIIGINALGIIOUNI)
01El1HEAD UT/UTY PAlfJ,IEHT
PRIVA1£Aa:ESSMIJUJIJTYEASEJIENT
POIHTOFCOIIPOWJCVRI£
PERfORAIEDPIPC
POINTDNCURI£
POINTOFR£\fl1SE CURVAIVRE"
l'a.Y\o1Nll. a/1.lllllDE P<IIITa' lfll17CAL INTERSEC1IOH RAOIJS
REINFORCEDCOHC1£1£PIP£

REIVRH (CVRB)
RISER
RIG/IT
-TOFWAY
SUP!
51tfiMDRAIN

SIDEOPENING
SANITARY5lll£R
SAN1TARY5lll£RCIEAHQJT
SNITARYSEIIV!MNIH<U

S/DCWNJ(
lll'OFCURB
1ll'OFOE/'f1ESSEDCURS
lll'OFFWSI/CURS
Ill' OFPAl£MEHT lll'OFRNIP

RP OF STEP
lll'OFWALL
WlR/FlED a.AYP/Pf

UNDERCROUHOUT/UTY
r:m
___ ~ ...... _ .. REVIEW COPY ::: ~ wm SO!WCE I SUBJEffir "h~f'IISION 111$NOl1CCIOIEIIDltNDll'Oi COIIPl.£1Dt~IIAl'AMJtFIJ'I
A"NCY/tlDTNftOMllt.CFlllP
SHEET JND£X SIIEEr# - SIIEEr#
OIERAU. 11.5 HlllllZOHTAI. COH7ROl. --PLAN- DRl'>£ISIC{NOR111) I COIBISHEU 17.6 HORIZONTAL COHIROI. PLIN- DRl1£ISIC (SOUTH)

2.1 l!CNERAI. NOTES 11.1 HORIZONTALCOHIROI.PLAN-caFQ.UBRO.

2.2 PARCEi.MAP 1a1 U1/UTYPLIN(SOU11/EAS1)
~I fJOS11N(/511£W/IJ/1IOHS(Stl£) 1&2 U11JTYPLAN(NOR71£AS1) ~2 EXISTING511£COHD/1/0HS (EHIIIAHl!C) l&J UTIUTY PLAN {NOR11/'IIES1)

4.1 DDIOUnON PLAN (91£/ ia• UIIUTYPLAN {SOUIHIIES1)
<2 OEIIWI/ON PLAN(EHIRAHCE) 18.S U11UTYPLAN- OR/I£ ISIC{NOR111) S.I Hllllll!MAI. COH7ROl. PlAH (StV1HEAST) 1&6 117KJ1YPLAN- Ol<ll£ISIC(SOUIH) ~2 HORIZONTAL CONIRlll. PLAN {NOR111EAS1) 1&1 U1UJTYPI..AN-GaFWJBRD.

5.3 HORIZONTAL COHIROI. PLAN {NOR11111ES1) 19.1 RNE Q!AOING ,t ORAJNAl!C PLAHS (SOU111EAS1)

5.4 HallZOHTAI.COH7ROl.PLAH(SOU11111ES1) 19.2 FIN£ Q!AOING.t: ORA/NAl!CPLINS {NORTHEASI) M Ha/JZOKTALCOHIROtPLIN-IB\£ISIC{IIOR111) 19.J FIIICCRAOIHG.t:DIWI/Af!EPLAIIS{Na111111E51)

5.6 HO/IIZ!MAI. COHIROI. Pl.AH - ORJI£ !SIC /SliU11I) r9 • .f RNE Q!ADIHG .t: DRNNAl!C Pl.ANS (SOU11111ES1) S.1 NORIZONTAI. COHIROI. PLAN- caFQ.UB RO. 19.5 RNE Q!AD/NG .t: ORNHAl!C PLAHS - /J/111£ ISi£ {N) a, CROSSSECI/ONS 19.6 RHE Q!AOING ,t ORNNAl!C Pl.ANS - /J/111£ ISl£ (SJ

6.2 CROSSSEClJalS 19.1 FIN£ Gl!Al}l#G ,t DRAINAl!C PUNS - caF Q.UB RD.

1.1 IJTIIJTYPLIN (SOU111EAST) L2.00 7RfIPLIN11NG PLAN - PHASE 18 1,2 unLJTYPLIN {N0/111/EAST) L2.0I 7llf£ PLAHl/NG Pl.AH- PHASE 18

1.J unurr PLAN (NOR11111£ST/ 12.10 PLANTING Pl.AN - PHASE FB

7.4 UTIUTYPI.NI/SOUIHII/CST) 12.11 PUN1/NGPLAN-PHASE 18

1.5 UIIUTYPLIN- OR/1£1Sl£{NOR111) PHASE 2

1.6 unurrPLAN - ORll£1Sl£ (SOU111/ 20 SUJIMJ,RYC.- lltYil(

7.1 UJJUTYPLAN-caFQ.UBRO. 21.1 HORIZOHTAI.COHIROI.PLIN{NDR111)

8.1 FINCGRADING&DRAIHAl!CPLINS(SOU71£ASTJ 21.2 HaOZ'OHTAI.COH7ROl.PLAN(SOU111) B.2 RH£Q!AD/NG&ORAINAG£PLINS(Hl111'EAS1) 22.1 IIIIUTYPI.AH (NORTH) B.J RNE Q!AO/NG ,t ORAJHAl!C PLAHS {NDR11111ES1) 22.2 unLJTYPLIN (SOU111)

8.4 RH£Gl1AOING&ORAINAl!CPLAHS(SOU11111ES1) 2.1.1 RH£Q!AOING,t ORA/NAG£ PLINS (NDR111) as FINEGRADING.tDRAIHAl!CPLINS-IB\£ISIC(N) 2.1.2 FINEGIIADIHG.tORA.IHAl!CP!AHS(SOUTH) a6 FIN(Q!AOIIIG.tORAINAl!CPI.AHS-ORl\£ISIC(S) LI.JI!) OPEN !PAC£COlfllAl!C- PHASE 2 a, RHEQ!AD/HG&ORNNAl!CPLINS-GaFa.uB RO. L2.D2 1IIEC PLAN11NG PINI - PHASE 2

9.1 EROSIONCOHIROI.PLAN(S11£.) L2,12 PLAN11NGPLAN- PHASE 2

9.2 EROSICIIWIIROI.PLAN(EN7RANCE) PHASEJ
9,J EROSICIICOH7ROt.PWI-HOTES 24 SUIAIARYOFIQK
,0.1 SJGHING ,t S1111PIHGPLAH- S/1£ 25 OEMOUl!GW PLAN

10.2 SJGHING ,t S1IIIPIHG PUN - EHIRAHl!C 2/J HORIZONTAi. COHIROI.PUN IQJ SIGNING& S1RIPIHG PLAN - NOTES ,t DETAIIS 21 U11UTYPLIH

11.1 CJCOIIPIJANCCPI.NI 28 F/NEQ!Nl/lG4/JRJJNACEPLINS
1'.2 CJ COIIPUANCEPI.M- CALCULATIONS U.21 OPENSPACE.CO~AG£-PHAS£J

11.J CJ COIIPUANCEPLAH - DETAIIS L2,0J 1IIEE PLANnNG PLIN - PHASE 3

12.1 COHS111UCI/ONDETM.S 12.IJ PUNJJNGPI.AN-PHASEJ

12.2 C<WSIRUC110N DETM.S(COIIIIHUfD) PHASE4

12.J COHS111UC11GWOETNLS(COH11NUED) 29 SUMMARYOFll!lRK

12.4 QTYOFPID.SAHTHIU.DETA/LS 30 OEMOUnON PLIN
IJ PHASING NARl1ADI£ U.22 OPEN !PAl!CCOIE!AGE-PHASE 4
WX> lA/IDSCN'E511£PWI 12.04 711EEPW/11HGPUH-PHASC4
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l.2.20 PLAHIINGPLAN- RILi. JI SUMMARY OF OK

12.21 PLIHTINCPWI- RILi. J21 H</IIJZONTAL COH1IIOI.IWl{Na/TH/

12.22 PLINTLJST,t DETAILS J2.2 HlllllZONTAI. COH7ROl. PLAN /SOU111) UI JRIIIGAnDN JJ.I unurrPLAH{NOR111)
LJ:2 IRRIGAI/ON JJ.2 UT/UTYPLIN (SOU111)
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L.J:6 rRRIGADON 12.05 IREEPLAHl/NGPI.AN - PHASE 5
L.J:1 -- 12.15 PLINIIHG PLAN - PHASE 5
L.f..00 S/1£FVRNISHINGS PHASES
U.01 FENCEEI.EVAl!GWS JS SVMMARYOFIIOIK
U.02 FENCE EI.EVAIIONS J6 DEJIOUDONPLIN
Pl/ASEi J1 HallZOHTAI.COHIROI.PI.NI
14 SWIIARYOFIIQ'lK J8 IJ1/UTYPWI

15.1 EJOS11NGS/1£COHDlnONS(S11r) JS F1Nf GRADING i- ORA/NAG£ Pl.ANS

15.2 EXISTING 511£ COHIJIDONS(EHIRAHCE) Ll.24 OPEN!PACE GO\fllAl!C- PHASE6

16.1 OfllOU1/lllPWl(S11£.) 12.06 1IIEE PI.AH1/NG Pl.NI- PHASES

16.2 OOIOU1/0N Pl.AH (EH111AHCE) 12.16 PLINIIHG PIAN- PHASE 6

11.1 HORIZONTAi. CONIIIOI. PLAN /SW111EAS1) PHASC1

11.2 HOR1ZONTAI. COHIROI. Pl.AH {NOl1111EAS1) 40 SUMMARY OF lla!K

17.J HlllllZONTAI.CONIROtPLlll{NOR11111ES1) 41 OEIIWIIOHPLIII

11.4 HCRIZOHTAI.COH1IIOI.PI.Nl(SDU11/0£S1) U.25 OPEN !PACECOlfllAl!C- PHASE 7 REVIEWfD BY: CITY OF PLEASANT HILL
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PEIIMIT ff)_EV
2655 Slan..tl llriwt, Suite 105
Concord, CA 94520
Pllone: (925) 874-9082
Fox: (925) 674-9279
Web: www.mUanio990Clatn.com
490 GOLF CLUB RO TENTATIVE MAP
CH.C9ICE IN AGING ~

COVER SHEET
cm OF PLEASANT Hill COlffllA COSTA COUNTY
APN: 153-030-004-3
SAH.A MICHAEL E. M1LANI
A.C.E.No.35121REGl8TRA.llONEXPIAESOQOOl'21
DESIGN: AK & LML I JOB NO; 1248
CALIFORNIA' =~~:&SMS :.~ ::~2021 I · 1-1 ~ ITfl1
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I. CITY OF Pl!ASANT HIU. SW/D,<Rf) DIIAIMNGS AND SPfCIFICA111WS, SPfCIAC NOTES AND DETM. DRAMINGS HfRfON, TAKr PRfcrofNC£ 01£1! GfNERAL ORA- NIO PUJ/S /JNl£SS 071181M1Sf /Jll/£CTED BY lllGIN£ER. ANY /JEIIATIOII FROl,I '1'PROl£D PIN<S OO/ONC COOS1RVCTIOII 1111.l REOO!RE '8 HOURS PRIOR N011C£ TD 1HE ENGINWI ANO APPROV,'L OF 1HE CITY ENGINEER. AT I.LIST DHE SET OFPLINS SHAU. Bf DH THE S!lE AT AU. TIIIES FOR INSPECTION.

2. WISTRIJCTIOII CDH1RAC1lll AGRlES THAT IN ACCORDANCE MITH CU<fRALLY ACCEPTED WISTRIJCTIOII PRAC11Cf~ WISTR<ICTION CDHJRACTDR Mill Bf REQUIRED T0"5SI.IIIE saEANO ctJMPWfRfSPl»ISIBIUTYFOR./00 Sl1E ca,o,Jl(WSOOIIING THECOURSf OF CONS1RUC110N OF TH£ PRa.ECT, tNaUDING SAFFTY Of AU PERSONND.. CON11NUOOSI.Y AND NOT BC UM/TED ro NORMAL WORKING HOURs.CONS1RUCTIONCDH1RACTORFUR1HERAGREtSTDDffENO,IN0£MNln'ANDHOWD£SIGNPIIOffSSIONALHARMlfSSFROIIANY ANDA/.1.UABtJTY, R£M.<11A/.I.EC£!), INCDHHEC110Nl#TH THfPf/lf<11tlANC£0Fi11>11<'/JN 711/SPRa£CT, fXClPTINGUABIUTYARfSIIIC FRC»l1Hfsa.EHEa.x£NCEOFDESWNPROFESSIONN..

J. EXCAVATIONS SHAU 8£ AD£QUA.7ElY SHORID, BRACED ANO 5HEF7ED SO THAT THf EARTH MIU. NOT SUD£ OR 5IT7l£ NW SO THAT ALL EXISTING /I/PROlnlfHTS OF ANY KINO IIIU. Bf FIii.LY PRO/fCTED FROl,I DAMAGE ANY DAMA/I R£9Jl.1/HG FROl,I LACK OF AOEOUAlf SHORING, SRAaHC ANO S/ICE11N~ SHM.L BE TH£ RESl'(»/SI////TY OF TH£ CDNTJIAC1lll ANO 1/£ SHM.L EFFECTH£CESSARYREPNRS OR RECDHS1RUC110N AT .. s sot£ fXl'fNSE _,,!Rf JHf EXCAVATION FOR A CONDUIT TRfNCH, SJRUCTURE AND/OR BORING OR JAO(JNG PIT IS m£ FrET OR MOR£ IN OfPrn THE CONTRACTOR Sl-lAU. CONRJRM TD THE APPUCA8t£ CONSTRUC710N SAFETY ORDERS OF THE 0/IJISION OFINDUSTRtAL SAFETY OF THE STAlfOFCAUFORNIA. 11/ECON!RACTOR SHAU.ALWAYSCDOll'l.YMTHO.S.H.A. RfQU/Rfl,ffNTS.

4. CDHJRACTCII SHALL CIJIIPLY MITH ALL STA!t COONTY ANO CITY LAl!S ANO ORDINANC£5; AND RfGLJLAJl(WS OF THE OfPARTIIEHT OF INDUSTRIALRELATIONS,D.£H.A.,ANDINOUS1RIALACCWEIITCOIIM/SS//JNRELATINGTD1Hf5AffTYANDCHARACTERDfOIORl<;fQUIPIIENT, ANDLABORPOIStJIINfl..
£ ALL 1/ATERIALS AND ll£THCOS OF WISlRUCnDH SHM.J. 8E IN ACCOROANCE M11H THE LATEST CITY OF PIE.ISANT HILL STANOA/11) PW/5 AND SPfaFICA 710NS, AND SH.ALL Bf SUB.ECT TD INSPECTION BY THf arr OF' PLEA.SANT HJL1. ENGINEERING Dl\-1S1CW.

6. 11/E C/JNJRACroR'S A TlfN110N IS OIRECTfD TO THf Ra/UIRE!l£NIS Of 1Hf OI\ISION OF INDUSTRIAL SAFETY PERTIJNING TO "CONFINED SPACES.• Ai/Y MANHIU, Clll.1£RT, Of10P /NL£T <JI TRE1/ffi (ltfl/CH COULD CDHTAIN AIR). 1HAT IS NOT IIEAD/f.Y 1£NTILATED, MAY Bf IX!NSIDEREOA"COIIF/NfDSPACE."

7. CON1RACTOR SHAU. POST EMERGENCY TB.fFHONf NUMBERS FOR PUBLIC IIORK~ AMBULANCE; POUCf DEPARTMENT AND FIRE D/S1RICT AT11/EJ08S11!:. .

8. '::-ct:x:::; ~:u~i~ro»f o':~ J~o/~k5f~ff J#"l:au1~':o"~1f:::/~JDAY) NO CHANGES SHALL BE AU.D1l£D lfTHOUT PRIOR ORITTEN CONSEHT OF 11/E llTY. AU. REQUl:SIS FOR CHAN/IS 1,/i/ST 8£ MADE A AIINMAI~ 72HOURSPRIOR TO 1HERfOUES7EDOMNOC CONS1RUC"a-lAC11M'TYISPRCHBITlD ONAU. 0TYH(U),4)'S

9. THE CONTRACTOR SHALL PROVIDE AU LJGHTS. SIGHS. BARRICADfS. FLAGMEN, OR OTHER DE\11~ NfC£'SSARY TD PROVIDE FOR PUBLJC SAFETY AND ro UAJNTAJH TRAmc CONTRf.X.. AT AU 1MIES. me: CTM'RACTOR SHM.L SUBMfT A 1RAFF1C CONTRQ. PU.N TO 1Hf arr FORAPPROVAL8UC.REJ.NYl!ol'.WX'ISPERFDRJIE1JINTHCS1R££T.

10. IT mfil BE UNDERSTOOD THAT THE TERM ·arr ENG1Nror AS USED HEREIN IS THE OTY fNGINEER OF THE CITY OF PLEASANT HILL ~ H/SAUJHORIZEDREl'RfSfNTAT/1£.

II. EHO/OACHl,fO/T PERWIS ARE R£0UIR£0 FOR IIOOl' lflHIN PUBUC RICI/IS OF WAY AND SHM.L BE 08TAIH£D BY TH£ C/Jl/1RAC1l11 ll OBSJRUCTIDHSINO/CATED ARE fORINfORIJATION ONLY. ITIS 11/ECDHTRAClTJR'SRESPONSIBIUTY TO "911FY 1HELOCATIDN AND DfPJH Of AU. 0851RUCTIDHS IIIJH JHE APPRCJ'R/Alf AGENCIE£ Nf11HER lHf OltHER NOR 1Hf ENGINEER A.SSUMfS RfSPDNSlllfUTY JHAT THE OBSTR<IC110NSINOICATEDIIILJ.BfTHf08STRIJC1/IWS{NC()IJNTER!V.

1.1 lHf CDNJRACTM SHALL NOT DISTURB OROCS1ROYAi/YPf.RJIANENTSURl£YPOINIS Ml1HOUTTHE CONSENT OF THE ENGINEER. ANY PERMANENT MONUMENT OR POINTS DfSTROlfD SHALL BE RES1TJRED BY A RfG/SJERED ENGINEER OR UCDISED SIJRl£l1JR AT 1Hf CON!RACTDR'SSOl.ffXl'fNSE.

It l'fHCC UN£S. = PRCY'fRTY UNlS, A/ID PROPERTY-O\£JIENT, ADJ<CDIT Tl) JHf PRCX'DSED CDHS1RVCTIOII OPERATI/JN SHALL 8£ MAINTAINED ATAIJ. TIMES DURING 1HECONS7RUCTION OPERATION. fTSHALL BE 1HfCDH1RACTM'SRESPDHSIBIUTY TO IDENTIFY TH& AREAS ltl'TH 1Hf ENGINffR AHO OltN'ER PRIOR 10 8£GINNING c<W5TRUCT10N. /£ ITSHA/.1. 8E 71/CCDHTRAC1ll!'SRESPOHSIBIUTY TOMAWTAINCCN111CI. OF TH£fNT/RfCCNSTR!JC110N/PfRATIOIIAND TDI/INllll2f f1IOSIDN. 1£ THE CDNJRACTCII SHALL BE RfS/'/J15181£ FOR ARJ/Ai/C/NG REOUIRED /NSPECJl(WS ANO SHALL GIi£ N011Cf ro 1HE CITY EHCINffll, GED/fCHNICAL ENGINEER, PRD.ECTENGINEER, OR D1HfR Rill/IRED INO/SDUAlS DR AGD/ClfS A MINJJAUM OF '8 HOURS PRIOR TO, BUT NOT UM/TED TO, JHf FOU.OIIING: I} BEGINNING Of ANY GRADING ACTIST>: 2) COMPi£1/DH OF ROUGH GRADING; J) C<MIPLETION OF ANAL GRADING; 4) C<MIP!£1/0N Of DRAINAGE:fACILJllfS S) COMPl.£1ION OF STCIIM WATER !RfATMDITFACILJTlfS. 6}<XilllPU110NOFEROSKJNCDH111CI.IEASUR£SAND7}<XilllPU110NOFCON<:llfT[CUl1858/RfDINBSOFSl1fFORl7NAl!NSl'fC110N.

17. 11/ECDHIIIACTDR SHALL C/JN1l10I. DUSTBYWATERIHGEXPOSED SURfACESASNffDED. INCRCASED WATERIHGSHAU. OCREOUIRED /If/EN IIINOSPEfOSfXCHD ID/,/1'1/<11 llfll/lOll/fCTEDBY THECITY. ra NO PERSON SHAU. I/HEN HAI/UNG ANY EARTH, SAND, GRA1£1. STON~ IJfBIII~ PAPER, OR ANY 01HER SUBSTANCE DYER ANY PUBUC SlREIT, ALJ.fY OR 01HER PUBLJC PLICE, ALLOW MAIERt,tJ. TD BLOW OR SPILJ. OIER AND UPlW SAID PUBLJC OR ADJACENT PRIVAlf PROPERTY. ALL LOA0Sl£Al!NC 1Hf Sllf SHAU. OCCOl£RfD.

19. THE CON1fUC~ SHAl..l PROW)£ ADEQUAJ[ CONSTRUCTICW MEASURES TO l'R£'VfNT THf 7RAOONG CF SOIL. DUST, Gfi ~STRUCTION OfBRISONPUBLJCSTRfflS.

20.ALLCDHSIRIJC11DNSTAXII/GSHA/.L8EOOIICBYARECIS1EREJ)Cll!Lfll/1NE£RORUCfNSEDLANDSV/11£)1)R.1HENIJll8ERANO LOCA11DN Of STA/lfS RfOOIRED SHALL Bf D£1f1IMINED BEFORE CDHS1/IUCTIDH BEGIN£ ALL STAl<INGRiOl/fSIS SHALL Bf DIRECTED TD THE ENQNffR A AIINIMUU OF ,flJ HOURS PRIOR ro ACTUAL NEID. ANY ADDITIONAf. STAKING OR RfSTltKING lt'IU. ONL r Bf DONE AS OIR£C1cDOOAUTHOR12UJBY11i£01'NERORHIS MITHORfZED MSIT. THECITYOIGINCERHAS TH£NJTHORtTY10RfOIJIRC JHfOINER OR HS AUTHOIIIZEO AGENT TD PLACE ADDITIONAi. STAKES OR RiSTA/lfS AS Hf OEDIS NECBSARY FOR PROPER CDHSTRIJC11DN /JI TO AYaDCONAJCTS.

21. All.fX1S11NGEl.£VA11<WSSHOttNARfASAICASIJRBJIN TffEne..D, UM..£SSOTHERtffS£NOTED.

22. IT SHAU. BE TH£ RESPONstBILJTY OF 1HE COH1RACTOR TO COORDINATf AU. N£CfSSARYU71LJ1YREI.OCA.11DNS lt!TH 1HE APPRCFRIATf UTIUTY CC&IPANIES.
ti IT SHALL Bf THE CDHJRACTM'S //£S1'0NSJBNJTY TO PROlfCT IN PLACE (BY Ai/Y IIEANS NECESSARY) ALL DOS11NG U11111ES LWLfSS 01HERIIIISfSPECIREDONTHESfPI.ANSORASDIRECTF:DBYTHf[NaH£ER.

24. 1Hf CDN1RACTIOR SHALL REJIDI£ ALL 111EES INGI.UO//IG MAJOR ROOT SYSIDIS ANO OTH£11 OBSTR!JC»DHS NECESSARY FOR PUBJJC IMPROVEMENTS OR FOR PUBUC SAFETY AS DIR£C1£D BY THE arr EHQNEER ANO 1HE PRO.ECT ARBOR/ST.

25. ALL fXISTING fl!ll.~ S£P17C TANKS, /JI HOUJING TANl(S LDCArnJ /JI/ THf PROPERTY SHALL Bf SfNEJ, F1U£T/ MIO ABAND/JllfD PRIOR TD THE START OF GRADING OPERATION~ AS DIR£CTED BY 71/C CITY £NGINfIR. CDHTJIACTCII SHM.L OOTAIN APPRDPRJAlf COUNTY PERM11S ANO INSPECTIONS ANO SUB!I/TC01'£S TD fNG/NffRING O/~S1DH.

26. IT SHALL Bf 11/E CDH1RACroR'S RESPONSIBIUTY TD ASCERTAIN 11/E DOSTENCC OF ANY AND All. UNO£IIGROUIID FAatl~ Kfl/af MAY Bf SU8,£CT TO DAIi/A/I BY R£<SON OF HS /PfRJ,11/JNS. 1HE CDHTRACTOR SHALL NOTIFY UNOf11GROUNO SERVICE ALERT (USA) AT Btr, 48 HOURS PRIOR TO ANY EXCAVA170N. IQiK 9W.L START WITHIN 5 DAl'S AFTER 1H£ ISSUANfI CF A USA INQUIRY JDEJHlflCA~ NUMBER. COIIPl£lf REMOVAL Of lHE USA MARKINGS SHAU. Bf MTHIN 2 OIORKING DAYS AFTER COMP!£1/0N OF 1HE EXCAVATION, BACKFII.L AND SURFACE REPLACEMENT OR FOURTEEN (14) C,tJ.fNOAR DAIS flJLJ.DMNG 1Hf /SSIJANCf OF 1Hf INQUIRY IDEHTIACATION NWIIDINPila/Elfl!/SfN/UfR.

REVIE'M:D BY: CITY OF PLEASANT HILL
Fll/lJHECITYENGINEER
f'fRl,//T /DEV
~
REVIEW COPY SUBJECT TO REVISION NOT ANAL 111SNO'/a7t11£RQIOtfJ)IA'<lt C<JIPIE11aliF'IIJPNIDl.l"CN
A«r«:Y,ttBn'A.PPRtWAI.C,llAP
CSfilALNQTEBCQNJNB) 27. AS R£0UfRfl) TD C<MIPlY MITH APPIJCASU: LAWS AND REGULATIONS, DURING ALL GRAOIN~ 1RfNCHING OR fXCAVA110NACJ711,nAOU"1FIEDPROffSSIONM.ARCHAEa.OGIST1HATl/ffTSTHESfCRITARYOFIN1fRl<11S STANDAROS (IIWW.CIIRISIIIFO.IJIC). SHM.L BE PRESENT TD OOSERI£ 1HE lltWI( ANO SHOW) ARCl!CC'-OC/CAI.

MATERIALS Bf UNCDl£RED 0//RING GRAO/N~ 1RENC..NG DR EXCAVATION AC»~,n ALL WORK SHALL Bf STOPPED UNTIL A PROFESS10NAL ARO-IA£0lOGIST HAS HAD AN OPPORTUNITY TO EVALUA Tr TH£ SIGNIRCANC£ OF 1HE MA1ERIAL AND 1lf\£1.0P APfflOPRIA1fllEASI/RE3. RfCOlll/fNDA1/0NSMA!JEBY THf PROffSSIONAL ARCHEC'-OGIST, AS APPR01£D BY 1Hf PUN/I/NC DIMS/ON, SHM.L BE IJIPUJIDllfO. IN A[){)/1ta/ 1D AN ARCHAl'OI.OOIGAJ.IIONITOR,ANATI1£NIER/CANMDNITCIIIIIU.BEPRESDITDNSl1EOUR!NGGRDUNDOIS1URBING ACTIWTifS IN NON-FIU. 5aL "1THIN THE PRD.ECT AREA.

28. THECC:WTR.4CTCWSHALL SUBWTA SOl£DUlEOFALL GRADINGOPERA.TIONSANDRECEJ\IE:APPROVN..OFSAIDSCNEDUI.EFROU THE CITYENGINffRPRIDRTDOR1HfDAYOF1HEPRf-CDNS1RUCTIDNCONFUIEHCf. 29, NO GRADING ORRUATED WORK SHAil. BfDONE PRIOR TO THE ISSUANCE OF A GRADING PERMIT.

JO. IT SHALL BE THE CONJRAC1ll!'S RESPONSIBIUTY TD REJID\£ l1l<W 1HE 5/lf ALL WATERlALS RES1/LTING fRDII a£ARING. alU8BINC AND Df!IOUTI/JII OPERA»DNS
JI. APRECDHSlRUCTIONCDHffRENCESHA/J.BESCIIEOUI.EDATLEASTJWOWORKINGDAYSJIIADVANCEOFCDIIMEHCfllENTOFANY CONSlRUCTIDN llllRI< FOR 1HE IMPROVEMENTS DEUNEAllD MIH/N JHIS SIT Of PLANS. 1Hf FOLJ.OMING INOIWJIJA/.5 SHAU. 8£ IN ATIDIOANCE:OMiER,LAflDSCAPfAROll7ECT;CONJRACTMS,CITYENGfNf£R,CONSTRUC1JCWINSP£CTOR<YlTH9RAUTHO.WZED RfPRfSOITA»>£S.

Jl BfST MANAGEMENT PRACTICES SHALL Bf unuzro AT AU. TIMES TD COIIPlY MJH ]Hf CITY OF Pl£ASANT Hill. STORM W.llfR MANAGalfNT ANO OISCHARII CfN7RAL ORIJINANC£.

JJ: STOCXPJUD TOPSOIL SHALL Bf U11UZED FOR OHS/If R£1£/ITATIDH DNI.Y.

J4. REFUELING OF \£H/Cl£S AND EQUIPMENT SHAU. Bf PROO/fl/TED MITHIN 100 FEET OF AU. DRAINAGES J£ M.L!<IUIPll£NTANO '91/a.ESSHA/J.8£/l!ANANDfRECOFGREASEAND/<11Hl1lRAWCl!AXS. ·J6. AU. 11/EHCH BACKAU. SHAU. CDNFDIIM TO CITY Of Pl£ASANTH'1. STANDARD PLIN. (PUBLJC AND PRIVAlf} Jl. STOa<Pll£S OF SCI!, TOPSCI!, CCNSTRIJCTIOII DfBRIS, OR ANY OTHER llATEJIIALS IIHICH 1/AY 8E A POTENTIAL SOUi/Cf OF ltlMJIIOIIH PAR11CULA1fS SHALL Bf CD>f11lll DIJION(; Sllf PREPARATION AND CDHSJRUCTIOII ACTIWJn AS NECESSARY OR AS DIR!CIED BY 1HE CITY.

J8. mEPROECTAl'PUCl,NT9/Al.LS11ElPS7Rf£1SDAR.Y,t1lASNf'a'S!iMY, ltfTHWA'TfRSIW'ERSfFMSIBt.£sat.VA.TulW..IS CARREDDHTOADJ/tCfHTPU8UCS1Rf!TS.

39. THf CONTRACTOR 9/All SUBMIT A NCNSE CON1ROI.. l'U.N AND A DUST CON7Ra. PLAN TO 7H£ arr FOR RnfEW AHO APPROVAL PRIDRTOCCl/llfHClllfNTOFIKlRK,

40. THE PERIJITTEE/CDH1RACTOR SHAU. NOTIFY !Hf CITY OF Pl£ASANT Hill. ENGINl£RING D/~SIDH TWO (2) BUSINESS OA~ PR/DR TO JHE srMTCFANYIKIRK.

41. C/JNTACTINGUSADOfSNDTRfl.Jfl£1HECON1RAC1ll!FROMHISRESPIJNSl/l/LJTYWD£1fRllfNfLOCATIDNANDDEPTHOFBUPJEO UTIUTifSORREPAfRDfBUR!EDUTILJllfSDAMAGlDBYHISDPERATION.

42. 71/CCDH1RACroR/SRfSFOI/SHJl£FORIIATCHINGfXJSTJIIGSTRffTS, SIJIIROUNOINCLNIOSCAPCAN0071181MIPRtMMENTS, SURROUNDING LANDSCAPE ANO 071181 ll/PROl£llfNTS M11H A 51100TH JRANSITION Ill GRADE Alll'DING ANY ABRUPT OR APPARmT CHANGES IN GRADE OR CROSS SI.DP[, LOW SPDIS DR HAZAROOI/S CONDITIONS .f.l lfUD 1RACKEO ONTOSlllfCIS <JI ADJACENT PROPERTIES SHALJ. BE ROI01£D M/MEO/Al!lY, STRfET SHALL Bf SIIEPT M11H A POll£R SIIW'EJ1 (//OT PRESSVRE WASHED) AS OIRECTED BY 1HE CITY.

44. A DISPOSAL SHE FORANYOFF-Sllf HAUL OFD/RTMAJERIA/.SSHAU. Bf APPROl£D BY 1HECITYPR!OR TD APPROVAL OF THE S11f D£\£1.0PIIENTPLIN. THE OFF-Sllf HAUi. ROUlf FOR EXCESS 0/RTDR CDHS111UC»IJN DEBRIS IS SUB.£CT TO APPROVAL OF 11/ECITY ENGINEER. '5. TH[ CONTRACTOR SHAU SUBMIT HIS ANNUAL 0.5.H,A. PERMIT AT THE PRE-CONSTRUCTION Mff11NG. 1RAFR: CQNJIQ, lll1Bl 1. TRAFFIC CCIITRCl.. DURING CONSTRUCTION SHALL Bt IN ACCORDANCE M'1H TH[ CURRENT EDITION Cf' •CAl..JFrENIA MANUAL ON UNlrORW TRAFTICCONTROI..D!VICES"'BYMSTA1EOfCAUfORNIAD£PARTMfNTCf'TRAHSPORTATl<J,I.

2. THE CDHJRACTCII SHM.J. PRO\IOE, AT ALL 11ll£S; UGHTS. SIGNS, BARRICADfS, calf~ FlAG MEN OR D1HER D£l,1(6 NECESSARY ro PROVIVE FDR PUBLJC SAFHY AND TO MAINTAIN 1RAff1C CONTROLS. l 71/C CDNJRACTCII SHALL U/JIT ANYLANEQOSUflfS TD ONE LANE AT A DI/£ AND TO /Jllf SHJf OF 1Hf ROADWAY Cl/ ANYUNOMJ/iD STRIDUNILSS071181MISEAPPROVEOINM!I/TINGBYTHECITYOFPl£ASANTHIU.ENGll<ffRINGOEPARIMENT.

4. 1Hf PERMIT/ff SHALL NOTIFY, IN l!RITIN~ ANY PROPERTY/BUSINfSS Oltl/ERS Of IMPENDING DCTOURS OR LANE aosuRES JHAT MAY IMPACTTHEIRPROPERTYAND/ORBUSINESS. THE ltR/TTEHNOWCf llllL Bf HANO D£t/\£REO THREE(J} BUSINESS DAYS PRIOR TO IMPID/fNnNG 1Hf oal1UR ANO/UR LANE CLOSURE: 1Hf PERMITTfE SI/All SIJBlllT TD 1Hf CITY PROOF THAT NDnt:C WAS G/l£H AT LEAST 7111>(2) 8/JSIN!SS DAYSPRIOR TD TH£ START OF WORK. s. g:~ lWJ~ ~ ~ti:iiONMWAlffi'fl ttt/~J'lfl,!r_'df:l ~fl/f:"k11f&'Z.1:l1'~c,Jlrg,~~if~Tt1i':: MITHIN 4DFOOTOF AN IN/fRSEC110N <JI DRtlfWAY.

CENJJW-CONJRA CXlllTA BAMJ'ARI'. DBJICI'
,. SA.NlrARY 5fU MANHCX.LS SHAU. CONFUIM m CfNTRAL CffiTRA COSTA SANITARY "51RICT SEC11ai 28-01 INll.UDING NANHa.E FRAME ANO CD"91 PER CENTRAL CDHJRA COSTA SANITARY DISTRICTS STANDARD SPfCIFICA11DNS. LAlfSTEOITION.

2. PK' PIP£ - ALL PK' PIPE NIIJ FIT11NGS SHALL. AT A NINIMl»J, CONFORM TO 1HE RflJUIREJ,IEHTS fT ASnt D£SICNA710H O JQ.J# AS 1H£Y APPLY TO TYPE SDR 26 PVC SEIIER PIPE USlHG AH El.ASTVMERJC GASl<ETJtlNTIN A Bill AND SPIGOT ASSEMBLY SYSIDI. RUBBER SfALJHG GASKfTS SHALL MEET 1HE REOUIREMtNTS OF AS1M DESIGNATION D-1869. NO SOL~T CEMENT JOINTS MU BE PERM/T1£0. .1 "IN/MUM CO~ fal SIDE SOlfRS IN DRl\£WA~ PARKING, AND ALL OTHER TRAF11C ARru 'MTHIN PROPE'R7J£S OTHER THAN 5'NGtE FAUILY RfSIOENTIAL SHAU. BE Alf' (S) m:T. SUCH CD"91 CONO/TI/JNS SHAU. EXISTFROll 1HE PROPERTYUNE TO A PDI/IT II/THIN f1GHT(B) FEET Of THE BU/LIJING DRAIN CONNECTION. fF THf !I/NII.Ml C0"91 CANNOT Bf OBTAINED, CAST IRON OR DUCTILE IRON PIP£ SHAU. Bf USED.

4. CU.AN OUTS - Ct.EAN OUTS SHALL BE PROVIDED IN 1HE SIDE S01ER 0 SYS1EM AT THf FOUOWING LOCATIONS:

A. AT TH£ P<JNTCFCONNEC1JON TO THE BUll.OING DRAIN.

B. ATANYSINGl.£TIJRNGR£AJER 1HANFORTY-Alf'DCGREfS("51. C. AT INTfRVM.S Al.ONG 1Hf SiOf Sf/lfll SYSIDI 'M!fRE 1HE ACWW'.Am£ TDTAL Of WI.ECTI/Jlllll!W THEPD/NTOFCDHNfCTilW TD THEIIAIN ORFRDMAN01HER a£AN DUTEXCffOS FORTY-Al£ DEGREfS (451. 0. ATINIERVALSNOTTDfXCfEDONfHUNDRfD(IDO)FffTAlONGTHESIDfSfllER SYSIEJI.
a£AN wr RtSERS SHAll Bf CAST IR<14 tN CONFORIIANC[ 1"TH SECnlW 18-(}1.C.J AND EQUAL IN SIZE TO THE Sil)£ SfJtER MD SH,4U BE INSTAU.£D IN C0NF0RW.NCE ttl7H STANDA/11) DRA'MNG SEC11DN 28-Jl lHROUGli 28-34.

5. JIINHIIJM SANJTARY SO£ SENER SHALL NOT BE LESS THAN 5• NCl,JIN,4L DiAJlf1fR AT A WNJMUIIISLOP£CT1.1%. ~ BACl<FIU.FORSANITARYSfllfllPIPESHALLBEPERCfNTRALCONJRACOSTASAN/TARY DISTRlcrs STANDARD SPEC/ACAnONs. UTAST ED/7JON.

CffllBAL C0NJBA C0Bl'A BANJARY DBQIC1' NQTS!: MA7ER!At.S AND CONSTRUCTION« 'SANITARYSBl£RS 9fALL C<MFORM TO THE CENTRAL CONTRA COSTA SANITARYOISTRICTS STANDARD SPEClflCATIONS (lAlfST El>TION) f'IECASTIIAtfDlB
IF THE CDll)RACroR PRCf'05fS TD usr PRE-CAST BASES FOR ANY MANHO/.E.S, calPt£IE SHOP MA.MINGS FROM 1H£ "ANIJFACTURER SHAU. B£ SVBtllTTED AND RECEJ\lf FA\OiABlE R£.VlfW9Y CCCS0 PRIOR TO ORDERING THE BASES.
8AMJ'ARY9811Attj0t.B1
ALL SANITARY 5£1IE711/AHI/IJ.£ W/COIE11 SHALL Bf. /NSClll8£l) "SANITARY Sfllfll".

PA\6SCl'f&ICRAJPN
I. PAl,,fMENT CUT HJR TRfNaRNG OR DAMAGED DURING THE WORK MUST 9£ RESTORED \tfTJ,,/ A OIOSSSECTI/JNEQUALTDTHATOF1HffXISTINGROAD,ORA!I/NIIIIIIIOF21/2fNCHESor ASPIIALT01£R 6 INCHESOF AGGR£GA1fBASf (111/JCH£\£111S GRCAJER).

2.JHEUIJ/ISOFPAl£JIDITR£SroRATIOll!I/JSTfXTfND TOcalPfT!IITDOST/NGPAl£MDIT.

AND BE A I/INll,IW "T-cur 'MD1H COUAL TD TH£ 1REHCH 'MD1H PWS 6" DH fACII SIOE OFJHE11/EHCH.

J.IIHERfJHfEJX;fOFJHf"T-cur1sM1TI/iN241NCHESOFTHEEOGfOF1HEEXISTING PA"1NG, R£STORATION IN THAT AR£A MUST EXTEND TO 1HE EDGf Of 1HE ROAD.

4.SEPERAIE ENCROACHI/EHT PERMIT IIIU. 8£RfQUIRfD FOR ll!l'1K M!TH/H !Hf CITY RIGHT-OF-WAY INCI.UD/NGBUTNDTU/,IITED TD fl/.lNIIOOO WAY. I/ORE SIR/NGfHTRCOl/lfRl/fNTSFOR PAIOIEHT RlSTORATIONllftl..RfQUIRED.
tpTR.AJDI Of f'IR'BIIY atltflB THfCDH1RACroR<JIPRDECTOIIIJE11SHAU.PR0'10£IIRIT!fNNOTIFICA110N1DADJACfNT PRDPERTYOIINf11(S)OR11£S11J£1/TS, HIIOSf PRDPERTY/5 Tl)BffN1EREJ)OR W/SlRUCTED UPDH,THATPROPDSEDSf'IIE111llPRD'lfllENISAR£GOINGT08£/NSTA/.LED. ms NOTIACA TI/JI/ SHALL Bf MADE BffORf SfllfR PLANS ARE SUBMITTfD FOR ANAL Rf\!!W Of COHS1RIJCTION PLINS AND SHAU. INQUO£: INRlRIIAnON ON MUIR ACJ711TIES THAT llllL Bf Pf/lf<11tlfDCIIEACHSPfCIF1CPROPERTY.ACOPYOF7HISNOTIACATIOIISHALLBf SUBIIITTfD TO CCCSO AS PART OF 1Hf FINAi. CDHSTR<ICTION PW/ l1E\!E1I'.

C0MECJICII Of lffll.CJIJel: THISPRO,ECTIS FOR 1Hf CIJNSTR</C110N OF THE MAW Sfll£R UNC AND LA>V<AL SE1l£RS ONLY. STR</C!URfS SHALL NOT BE CONNECTED TD 1HE SANITARY SfllfR UNTI~ I. lHf Sf1lfR MAIN EXTENSION IS COIIPl£TfO BY A PROPERLY UCENSED S£llfR CON1RACTORREG1STERElJVifTJ,,/CCCSDANDANDTHE~K
IS ACCfF'TfD BYCCCSI).

2.THfBUWfNGROUGHPI..UMBfHGISCOMPl.£TfANOAPPRrMJJ9YTH£PROPER AUTHORJTY.
l Al'PUCABI.LCOll/lfC-fffSAREPAJD TOca:sn

4. A PROPCRI.Y UCfNS1.T/ Sfll£R CDHJRACTCII REGIST!RfD MITH CCCSD OOTAWS A CDHNEC11DNPEJIIIITfROIICCCSD.

F'fHfNI 'UAKIP SV/11£\' STAKING OF ALL PU8J.JC ANDPRIVAlf !ASOl£N75ISR£0UIR£D FOR ms PRD.ECT. lli£Sf SV/ll'fY STAKES SHM.J. Bf SfT AT 1HE SAJIE T/jjf AS 1HfSE11ERCUTSTAKrSINORDfRTD"91/FY1HAT1HEPROPOS£DSANITARY SfllfRIIIU.8£CDHS1RUCIEDPRDPERLYM!THIN11/EfASfllfNT. !1/N/111111 ACCEPTA8t£ SUR\£Y STAKING SHALL Bf OONE ATFIFTY(!JO) FOOTIN/fRVAIS, AT ALL ANG/.£ POINTS, AHi) AT 7H£ BmNNJHC AND £HD OF WR6 All EASEMENT ST>J<ING AND SBlifR CUT STAKES S'J1Al.L BE AVAII.ABL£ FOR PRfCOHSTRIJCTIONINSPfCTIOH9YCCCSDPRIORTOACCEPTAHCEOFrHEF'INAL CDHS1/IUCTI/JNPIMS
MWf)(H;DSB&
AU. 5f1i£l1 ABANOONIIEHT REIATED TD THIS PRDECT SHAU. Bf l'f1/FIXIMllJINACCOROAIIC£Ml1HSCCTION2JOFTH£LATESTCCCSI} STANDARDSPEClflCATION£
8ltBI CRAIi NQJE9 I. a-I-SITE: STORM DRAIN PIPf 12• ct 15• SHAU BF: "'ADS N-12 WT JB"' RUfR TO AOSFOR/NST,'LLA11C/NR£OUIROIEH15.
2 CII-SIIE STORM 0/WI PIP( 6" Sllt/D • PEJ/f/)//ATfD SHALL Bf S0/1-3£ J. ALL OlfJIFlOWfNl!TS MITH BIO--RflfNSION AREAS SHALL BEINSTA/.LED MITH A "REW TOP HATRLTER" W/TRASH /NSfRT
fECYQ,EDWAJER
REC'ICl£D WA1!1l SHAU. BE USED FOIi DUST SURPRfSSION DURING CDHlRUCTIDH.

CDHTACTCEN1RAL CDHJRA COSTA SANITARYOIS1RICTFOR PfRIIITS AND GUIDfUNES.

Fff DBnET NQJE9 I. FIR£ APPARA 1US ROADtl'A YS WST Bf /NSTAUEJ AND FIR£ HYDRANT IN SfR\4Cf PER CDHSTR1JCTIOII STAG/NC PIM PRIOR TD 1Hf /X1WD/CfM!NT OF FRAN/NG. (2• OF ASPHALT IS REQUIRED TO Bf/NSTAU.ED.)FlNAL LJFTOF OF' ASPHALT TO BEINSTAUED lfl'THIH JO DAYS OF SUBSTANTIAL COMPf.ETION.

2. PR/CR TO COMMENCEMENT Of FRAWNG. CONffi'ACTOR 10 CONTACT CONTRA COSTA COUNTY ARE PR01fCTI/JND/STRICTTDSCHflX/1£ANJIISl'fCTIONOFROADWAISANDAREH'IORANIS. ~ A H£1'l)NJAIEJIEJITPROCRAM IIITI/IN IOOFT(JO.-.)fROIIIX»IBIJS1/BtE CONSlRUCTION MUST 8£ PRDl!D!D.

4. 1HE P/10.ECT ENJRY llfLJ. 8£ POS1fD Ml1H A NO PARK/1/G ON ANY STREET SIGN. THE S,GN lt7Ll 9£ POSTED PER CONTRA COSTA COUNTY FIR£ PROTF:C110N 0/STRICTSPfC/FlCATIONS.

5. ALLDOMESTICWATrRPIPETOBfSCHEDUL£80PYC ... -,,/SOl.~T~FIT11HGS

6. AJ.1.RRfWATERPtPCTOBEC900~a.ASSJOS.

7. BACl<FlOWPREVENTORTOBEM'PROVfD.ANDTD9£/NSTAU!l)PERCCl10R£QUIREMENTS a A/J. FIRE fOUIPMENT ro Bf Uf. LJSTfD AND/OR FM APPR<MD AS APPR01£D BY 1Hf FIR£

DISTRICT

9. FIR£ LINE INSTA/.LAHON TD INCl.1)/Jf JHRUSTRfSTRAJNT AT ALL BENDS, E!BOl!S, AND/OIi AS RfQ/JIRfD BY !Hf FIRE DISTRICT.

Storm Water Monitoring&: Reporting
lond Development Engineering Environmental Engineering _,,._ 490 GOLF CLUB RO TENTATIVE MAP APN: 153•03D-004-3 Municipal Engineering Surwying a: Mapping
ConawctionStoking
& Allsocl81.es
MILANI
2655 Stanwell Drive, Suite 105
Conconf, CA 94520
Phone: (925) 674-9082
fax: (925) 674-9279
Web: www.mllaniassociates.com
CtlOICf IN AGING

GENERAL NOTES
cm OF PLEASANT Hill CONTRA COSTA COUNTY
SAtlA MICHAELE.MILANI
A.C.E.No.3C1121REGISTRATIONEXPIRES09131W.1
DESIGN: RK & LML I JOS NO: 1248
CALll'ORNIA I ::::o. :, & SMS I ~~~ ;:;~~~~~"·. I
aJY OF l'lEAIIANJ' Ill CCNmlJCIJON NQIBI I, AU. CONSTRUC110N MATfRlALS ANO METHODS FOR PUBUC FACIUTES SH.All CDI/PlY lltJH THE ORDINANCE~ SPEClflCATIDNSAND STANDARDS OF THE CITYOFPl.£.A.SANTH/ll. OROfR OF PRECEDENCE IS CITY Of PLEA.SANT HILL PUBUC ltl::'lW('S srANDAROS, CAI..IF'ORNIA DEPAR11JEHT OF TRANSPORTATl<M STAI/OARD SPfCIFICATIONS ANO CONTRA COSTA COUNTY STANDARDS.

2. AU. S111EET /MPROl£IIE:IS ANO STMM DRAIN OIORK ARE SUB.ECT TD INSPECTION AND APPROVAL OF TH£PUBLJC IKJRKS DEPARTMENT.
.l 11£FORf PUCINGSU9-8ASF:MAIEJIJAI. TH£PV8UC "'11J<S/JfPARTIIEJIT SHM.L 8£ NDT/fllD IN lld!J~ DR ACC£P11NG AW/CY, OF EACH INSTALLATION {UTIUTY) 8£/IEAJH THE AREA T08EPAl£0 THATINSTALLATIONHASSATISfACTOR/lYPASSfD FINAL "'5PECTKW TESTS.

4. PAWIGWIFDRMS SHALLBEIIADE ATABIJTTJD/NT.

S. ALL UNDERGROUND U7JLTifS WITHIN TH£ RIGHT OF WAY, INCLUDING MAJNS AND LA,V,ALS SHAU. Bf INSTALLED AND BACKFIU. COIIPl£TF.O PRIOR TD 11/E START OFCURBA>ID SIDEWAU<CCWS'IRUCT10N.

6. RflNFDRCfOC/JllalflfPIPfUSEDFORSroRMDRA/NSSHAU.MEITTHfREOUIRfllfHIS OFSfC11DHJOOF1HECOONTYORDJIIANC£SPfCIACA11DHS.

7. THE 1MCKNESS OF SUB-BA~ BAS£ AND SIJR'FAC1NG FOR ROADWAY SHAU. 8£ 0£7fRJIIN£D BY 71"' VALUE TESTS AND SHAU. 8£ APPRO'C BY 7H£ DIRECTOR OFPU8UCll!lRKS.
8 STRID NAME SIGNS SHALL Bf STANDARDQTY-l!OUBl£--FACEVSINGtIPLA1f SIGNS MITHSCOTCIIUQITMl//lfl.ETIERSDHGI/EfNSCOTCHUQ/TBACKGROUND.1HfPI.ATES SHAU. Bf FASTENED "1TH HEAVY-DUTYSlOTTED LOCI< "Vl4(HD}SI." AS SUPPUED BY HA-S AND HAlll<IN~ INC DR APPR0\£0 fOUAI..

9. ,4U PUBLJC STREETS OR SnwM' DRAJNS llfLJ. BC CONSTRUCTED ONLY FROM Pl.ANS SIGNED BY THE 0/REClTJR Of PUBLIC WORKS.
la OIJRING WISTR!JCTION, 1Hf CDH1RACroR IS RfSPONSl8l£ FOR l<ffPING l/1.10 <JI 0711810f8/1/SOFfOFJHEPUBIJCSTREfTSADJACDIT TD 11/EPRO.CCT. 1Hf PUBLJC S1F.fIT SHALL NOT Bf USED TD STORE MATERJA/.S OR TO PN1K CDHS1/IUCHCH 1RAILERSOR D1HER SUCH lf'Hlct!SFORfXlfNOfD PERIOOSOF 111/E. IN ~OLATION OF B1HER 1Hf CALJFORMA \.EH1Ct.£COO£M alAPlfRB, ARnct.£ f OF THE Pl.EA.SANT Hill MIJNiOPALCOO!.

BE!B[UANA<BEN[PRACJK&
Ofl£1.DPl/£1ffON1HEPRD.ECTSl1fSHALLIN1fGRAIE,ASREA.SDHABlYPRACTICABLE,1HffDLJ.DIIING SUSTAINABILJTYFE'ATURES:
• CONS1RUC1JOO WAST£ MANAGEMENT IW1H 1HE GOAL OF D1~1JNG A l,ffNll,IUM Cf' 50% ~ WAST£ WAIERt,'J.SFR0/,11.ANOflL
COOSJRVCTION EOUIPUEHT SHALL INCLUDE, TD 1HEEXIENTRfASONABI.YPRACTICAB/£ ;
!I;:

I
1 ~ AL!ERNA»l£lY FUfl.EO EQUIPMENT, ENGINE RE1110FIT lfCHNOLOCY, AFTER-1REATMfNT PROOUCIS l =.;:r,°&'i::= :rt_P=~:i:LDll!NGBAAQIIO RfcaMIIIJEIJ BASIC ~ WISTR<IC-8ESTPRAC11Cf£ ,_.

ALLEXPOSEDSURFACES(EG.,PARKIHG-STAGING-SOILP/1£5,GRADCD-AND I.!)' UNPAl£DACCESSROADS)SHALL8fWA1!1ll'l) JW0(2)1fllfSPEROAY. '( ~::L 1RUCl<S 1RANSPORTING SOI~ SANO, OR OTHER LOOS£ MAIERIAL OF-Sllf SHAU. Bf :2 :~ = = ~f~:/h'~7 ~CEi:t:o~Al/f1r't~: ~~ USING ti SH££1'1NGISPROHIBITED. >-< :lf''i:1~.c..~.Jt:o~ ~~ ~'ffi. ~ ~ TsT"rJ~s"~:tt. ~::i:r· ~ ":u~ALLOCLAIOASSOOHASPOSSIBJ£AFTERGRADINGUNI.ESSSfEIJINGORSllll.BINO£RS (...) 1/JLJNG TIMES SHAU. 8£ M/Nl!IIZED fl1HER BYSHUT//NG fQ/JIP!IENTOFf IIHfN NDTIN usr OR REDUCING 1HE MAK/MUM IOUNG TIMf TO Alf' (5) MINUTES (AS REQUIRED BY 1Hf CAUFORNIA AIRBORNC TOXICS CONTROL MEASURE Tin.£ JJ, SfCT10N 2485 OF CAUfORNIA COO£ OF RfGUI.A1JOHS [cal}). Cl£AR SIGNAII SHAU. 8£ PROIADED FOR WISlRUC»ON llOOCE71S AT ALL ACCESS PO/HIS.

ALL WISTRIJCTIOII fQU/Pt,19/T SHALL Bf MAWTNIIED AND PRDPfRI. Y TUNED IN ACC<IRDM/t.£ "1TH MANUFACJURER'S SPECIFICATIOl/5. ALL EOUIPIIDITSHALL Bf CHECKED BYA CER11f11'l) l!Sl8I£ EMISSIONS f\lAJ.UATM.

POST A PUBLJQY~SIBL£ SIGN "11H THE /ELEPHONENUMBER AND PERSON TD CONTACT AT THE LEADAGENCYRfGARD/NGOI/STCD!IPI.AfNIS. 711/SPERSOHSHAU.RESPCIIJ)ANDTAKrCORRECTI\£ AC110NMTHII/FORTY-f1GNT(48}HOURS. 11/EAIRO/S1111CrSPH1JN£NWIIDISHALLALS08f. »SNll£ TD ENSURE CDIIPUANC£ 111TH APPLJCNM£ REGIILA11DHS TV ADDRESS DA YTIWE CCWSTRUC1JCW NOS£ ISSUES, TH£ PRo.ECT MLL IIIPLDIENT 1HE F'a.LOIMNG BfSTPRACTICES:

EWIPMENTAND1RUCKSUSfIJFCRPRO.£CTCONSTRUCnONIKLLUT1t.lZETHfBESTAVA/lABL£ //OISCCON111CI. IECI/NIOUE5(£G., "'1PRO',£D/llfl£RS, £J/Ulf'IIENTR£0CSIGN. US£ OF INTAKr SllDIC£RS.OOCJ'S,fNQ/1£EHCLostHl£SANDACOOS11CM.LY--ATIENUAT/IIGSHIWJSORSHROtlDS, IIHfl1fVERFEASISU:).

II/PACT TDOI.S (f.G., J<CI< HAMMERS, PAVEMENT BREAKER~ AND ROCK ORIU.S) USED FOR PRO.ECT CONSJRUCTION M!LL llf HWRAULJCAU.YOR EI.ECTRICAU.YPOH£Rf1J llfifRE\£R POSSlf/J£ TD AIIJID //OISCA.SSDCIATEDMl1HCOI/PllfSS£VAIRfXHAUSTFROl,IPNEUI/ATICA/.LYPOtlfRfDTDOl.5. - llllf!i£US£0FPIIEUl,/ATfC TDOI.SISLWA- AN[)IJ/ALJSTMUffiDICll 1HE COUPR£SSEIJ Am EXHAUST lt1ll. BE USED; THIS JIUFFl.ER CAN LOlfER NOIYiE Lf\lfl.S FROII 1H£ c EXHAUST BY UP TO ABOUT 10 OBA EXTERNAL JACKfTS ON 1HE roa.s THEMSEU£S ltl'U BE USED I l: JIHEREffi'.Sl8l£ NID COULD ACHIO£A RfDUCT10NOF508A. QUVERPROCEC>URfS MU BE i U5£IJ. SVCII ASORIU.SRATl/£R THANIJIPACTEOOJPIIENT, M!lfN£\E11FEASIBI£. 1 STA.nt:WARYNOISESOllRCfS MU.9EUX.A7EVA.SFARFROMAOJACENTR£CEPTORSASPOSSIBL.£. 5s AND THEY llt'LL SE MUffWJ AND ENctOS£V WllHIN lBfPORARYSHEDS, IHCORPORA.T£ INSULATION BARRlfRS.ORD1HERIIEASIJRfSTD1HffX1fNTFEAS/81£.

IF THERE AR£. PfRSlS1£NT AND ON-<laNC CCNJPUJN1S, 7HE EFFrcn~ (T NlXSC ATTENUAOON 11£ASUR£Slll!LBEASSE5SEDBYTAK/N6NOISCll£ASURDIENTS.

APLIN FOR POSTING SIGNS ON-Sllf PERTAINING TO PERlllTTfD CDHS1RUCTION DAYS AND HOURS AND COIIPLAINTPROCfDURES AND MIO TD NOIIFYIN 1Hf f\'EHTOF A PR08l£M; ALJSTINGDFIEl!PHONENUMBERS{DURINGREGIJLARCONSTR!JCTI/JNHOURSANOOFF--HOURS}; 1Hf OESIGIIA TIOII OF AN ON-SIIE CDHSTR!JC110N CDOIPl.A/NT MAJIAGUI FOR THE PRG£CT; NDTJF1CA.11ai OF HE1GHBMS '111HJN JOO FrIT (F THE PRO.ECT r»IS1RUCT/ON MfA AT l.EAST JO I N DAYSIN ADVANtIOFAIIYEXTREMENOlS£-GEN£RA11NGAClJl,111ES ABOUT THfESTJMATm DURATION ,!. ~ 1H~:=L~=:0Rir;!1(i'"" ~:~s::: ::;,::,n;,;:;.r .:r ":!~7:: :.i PRAC11CfS(/NCUJDINGCDNSTIIUC110NHOUR5,N£IGNf/DRIIDOONDJ/flCATION,POSTEDSIGNS,ffC.) ARECfMPIEIED.
f!:l!mMmg
I. PH01DME1RICS FDR N. MAIN STREET IS INQUDED MITH THIS PIM SfT.

2. PHOTOllfTRICSfORDNS/TfMIU.BflSSUCOUNDERASfPERAlfPER!IIT. 2 ~ TAN~
5 ~5i:t:~ING l:~:ii2~~ I 15.l-261-021

15.l-261-001
YUEN MRON I(&:

KATHRYN F TRE
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Stom, Water Monitoring ac Reporting
Land Development Engineering
Environmental Engineering Municipal Engineering
Surveying ac Mapping
Construction Stoking
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CHOICE IN AGING
DEMOLITION PLAN • SITE
SAll,A MICHAELE.M11.ANI
R.C.E.No.35121REOISTAAT10NEXPIRES09i'30.21
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CITY OF PLEASANT HILL CONTRA COSTA COUNTY CALIFORNIA I r.~-~r.~~n - ~~ I s~~~ :~:~WN2021 I

DEMOLITION OUANTTTIES
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CH.OICE IN AGING ~ SAtlA

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CITY OF PLEASANT NIU CONTRA COSTA COUNTY CALIFORNIA I ~':~: ;: & SMS I ~ :~~~ 2021 I DEMOUTlON QUA~ DEMO~ LEOEND 0 =~=••-
CONNEX BOX RO/OVAi.. 5TDTAL
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R.C.E.No.3512'1REGISTRAT10NEXPIRES09,00,'21

MILANI CROSS SECTIONS
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Mapping MILANI Woll: --Fax:(~) 674-9279

CITY OF PLEASANT NIU

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STABILIZED CONSTRUCTION ENTRANCE DETAIL
490 &Olf CLUB RD TENTATIVE MAP APN: 153-030-004-3
CtlOICf IN AGING ~ SAtlA
EROSION CONTROL PLAN • NOTES
CllY OF PLEASANT Nill CONlRA COSTA COUN1Y
Storm Drain Inlet Protection
TYPICAi PROJECTION [QR INLET ON suue
TYPICAi PBOIECTION FOR INUl.. ~
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CONCRET..E WASHOU.1'_ AREA DETAIL
M CHAELE. MLANI
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Concord, CA 94520
Phone: (925) 674-9062
Foa: (925) 674-9279
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SUBMITTAL
PrqectlO;

LANDSCAPE

PLANTING PLAN
L-2.21
-\.~_~_ ~~ 11
..>"' ~_.,__\ -.1~\-""'itk' . .,_,,.__ .:_~ A ~-- - --~- 1 -- -- ~ (~ -_ ----- ---- 1,..,
>--·
TRUNK~ ~ , LODGE POLE
A.S. AS SHOWN

DBH DIAMETER AT BREAST HEIGHT

GAL GALLON

M-T MULTI-TRUNK

SPD CANOPY SPREAD

SP SPECIES

MATURE TREE
CRITICAL ROOT ZONE:

RADIUS-1:?"FOREVERY 1•0BHOFTREE
(INCREASE TO 18• FOR EVERY 1• DBH FOR
SENSITIVE TREES}
<RA.NGE SAFETY FENCING Willi METAL

T-STAKES EMBEDDED IN THE GROUND AT
6' 0.C. MAX. AVOID ROOTS v-.tiEN
INSTALLING T-STAKES.

NOTES:

1. TREE PROTECTION MEASURES MUST BE W
PlACE BEFORE DEMOLITION, GRADING, OR

CONSTRUCTION ACTMTIES COMMENCE AND

SHALL BE MAINTAINED IN PLACE
THROUGHOUT THE CONSTRUCTfOH PERIOD.

2. TREES DESIGNATED FOR PROTECTION SHALL
BE FENCED OR WRAPPED AS~- SEE
DEMO PlJ\N FOR LOCATIONS.

3. Pl.ACE fl" DEPTH ARBOR CHIP MULCH ON SOL

SURROUNDING TREE TO BE PROTECTED

MULCH SHALL EXTEND TO DRIPUNE OF TREE

EXCEPT WHERE THERE IS EXISTING PAVING
HOLD MULOf 4• MIN. AWAY FROM ROOT
CROV\-N OF TREE.

4. NO GRADING St-W.L OCCUR WTHIN THE
DRIPLINES OF EXISTING TREES.

5. NO CONSTRUCTION MATERW.S OR VEHICLES

SHALL BE STORED WITHIN THE ORIPLINES OF

EXISTING TREES
6- AN ISA CERT\FlEDARBORIST SHALL BE
CONSUL TEO ON SITE IF CONSTRUCTtON

REQUIRES REMOVAL OF EXISTING ROOTS OR

BRANCH PRUNING
7 _ UNAUTHORIZED TREE REMOVAL OR DAMAGE

TO EXJSTING TREES BY CONTRACTOR JS SUBJECT TO REPLACEMENT EQUAL TO THE =~~~E OF THE REMOVED OR

8. CONTRACTORSHALL!J40.TERANOATTENDTO

OTHER MAINTENANCE NEEDS OF EXISTING
TREES TO MA.INTAtN HEAL THY GROWTH

THROUGHOUT THE CONSTRUCTION PERIOD
tr O COIR ROLL WRAPPED AROUND

TREE TRUNK
:~~ WITH ZIP TIE AT TOP ANO

DO NOT ATTACH ZIP TIE TO TREE
MULCH (6• DEPTH) COVERING ALL SOIL
WITHIN CRITICAL ROOT ZONE. HOLD
MULCH -4" FROM TREE TRUNK
.,AJ 3 RUBBER TREE TIES - FOR EACH TIE,
FORM 4" MIN. LOOP IN FIGURE 8 LOOSELY

AROUND TREE & NAIL TO STAKE WITH
GALV. NAIL SET BELOW BOTTOM BRANCH
OR AS OTHERWISE DIRECTED BY L.A. ON

LOW BRANCHED TREES
TREE STAKE - 2"0 LODGEPOlE PINE
STAKES. HOLD VERTICAL
MULCH. PULL MULCH AWAY FROM
BASE OF TREE AS SHO\Ml.

PLANTING BERM - 4" ABOVE FINISH GRADE

FINISH GRADE

BACKFILL MIX - TOP SOIL
PER SPECIFICATIONS.

ROOTBALL • SET ROOT FLARE 1" ABOVE

FINISH GRADE OF BACKFILL AND SET
TRUNK PLUMB. SCARIFY EDGES OF
ROOTBALL AND PLANTING PIT.

SET ROOTBALL ON UNEXCAVATED SOIL.
4 il ~~~ .~ LANTING AND STAKING
1_ Pl.ANTUST f'WOVIOEO IS FOR THE CONVENIENCE OF THE DlSTIIICT. IN CA.SE OF D6SCREPANCES. lHf Pl.AN SHALL GOVB!N

2.. All PlANTS SHAU CONFC>ttM TO ST,\NOARDS SET Ill THE AMERICAN SJAN[)A,RQ§ fOR NIJ@SE8Y S,TOCfi IIY THE AMERICAN AS.SOCJA.TION OF ~i~i~~i:~~:.:r~~1J:If :Kf ~\:r~:~~Jr;r~~tf~~{E~l;~~~R:s;~1~&] ~i{~£t~~ ;;S~E~ J. :i.~~~ BiOUGHT ONTO THE $ITf .SHALL BE WATERED AND PROT(CTEO FIIOM EXCESSIVE WHO. StJN_ PHVSIC.-.L DAMAGE. OR THEFT lt,(JJt -4. ALL l'LANTl SH.-,LL BE PLACED IN APPROXIMATE LOCATIONS ON PLAN.

5. mes SHA.LL '!IE PLANTED n PLANT PIT. WHEN PITS HA\lt; BEEN 6ACkFl.LED A!>t'ffOXIMATELY 2/J THl:ll! OEl'TH. WATl;R THOROUGHLY WITH A HOSE BEFORE INSTALLING REMAINDER OF PLANTING MXTO TOP Of PIT. WHEN 8A.CKFllllNG IS PARTIALLY COMPLETED, 0:TRA CARESHOULD BE TA.KEN ~fr~~~:~~~ :o'6~~i~ ~~D~D ;~~:F~R~}ll=~~ ~ ~~~~e.;~At61~ ~~~~~l~~~iHoT~~~g ~; :RTi:~M OF 6 A MOUND OF EAR"JH SHAU. BE FORMED AROUND EACH TREE OR SHRUB 10 PRODUCE A SHAUOW aASN TO RETAIN WATEJ!. LOCATED ON THE :~~g~~~H THAT WATER 'Mll BE fORCEO THiOUGHOUTTHE ROOT IIALL, PLANTS SHALL IIE WATERED N l'l.ACE Ol.lfi!ING AND AFTER 7 SEE 'SBPSD ALLEN ELEMENTARY SCHOOL' SPECIFICATIONS FOR TOP SOIL AMENDMENT. SEE CIVIL DRAWINGS FOR QUANTITY.

8. ALL TREES SHA.LL BE STAKED WITH LODGEPOlE PINE STAKES PER DETAIL.

9. SEE WRITTEN 'SIIPSD Al!EN ELE/IIIENTA.RY SCHOOL' SPECIFICATIONS FOR MORE SPECIFIC PROJECT REQUIREMENTS. --------
- --
------ - -- z
:l
!-'
~PPORT AT FENCE
~BPLANTING
PLANT TIES· NURSERY TAPE
AT 2' O.C. MAX. TO PROVIDE

SUPPORT & ENCOURAGE
GROWfH TO WNM ON
FENCE &/OR TRELLIS.

FENCE/TRELLIS
VINE

PLANT STEM AS CLOSE TO

FENCE AS POSSIBLE, BUT
ALLOW 6" BETWEEN FENCE &
PLANT FOR AIR CIRCULATION.

MULCH, SEE SPECS.

AMENDED NATIVE SOIL •
SEE SPECS.

SET ROOTBALL DISTANCE

ABOVE FINISH GRADE PER
SPECS. SCARIFY EDGES OF
ROOTBALL & PLANTING PIT.

MIN 3" MULCH • PULL AWAY

FROM BASE OF PLANT AS
SHOINN.

FINISH GRADE
FOOT TAMP BOTTOM OF PIT.

DO NOT EXCAVATE UNDER
ROOTBALL.

X = MIN WIDTH OF

PLANTING HOLE
18" DIA FOR 1-GAL
24" DIA FOR 5-GAL
36" DIA FOR 15-GAL
rDGE OF PLANTING: CURB,
·:1 Bj-~•-~1L~~::~~·
\ x,\x -x+ I \ I
TRIANGULATED PLANT SPACING SCALE:NTS
TREES
I
. 12 .. . ·~ECIR .. ,,,,,d<do,!,m _ . 1 A9lPA!- AOl!rpamlb.m :_ -__ :_l_ -.- i;ii-:=- $~"= u- 17 ,CER Si-'1-' C1!1n:1S C8fflffll9il 'i-----~- Gt:.IPAR- ·• - -- ~~~ ----- -~. .. 2; -~~t;:~ --~=:=e~l 1 · 01..f:l:Uk ~lelleuro~t"l!II 1 -.l ... ¥ ~[i··:.•i==-~- ':,.. ~tt~: ·t::::~~ 8 "SCH.MOU. • . . ·~_npmoh 1 ULM PAR ,ul.,...parvllklra IFRUITTREBS 1 ,ctTllM t..dnl~lmall•(c,reimll11rYBrl81)') 1_ • C'(OOBL C.1"1Driitoblonga
.. 2. • OIO_~_ • ~?.)'!~ .. ~!i~l -·. , _ •FFISl::1. Fll!IJouel'°"'4_anl_!, 1,_ •PA.Y.A~- ~-~!'!M'l~ ,1 PklJ~N. P~u ~

1. M!)H.>-!19 •• ~....!'..IQ!.a_ 1 ZIZJ~J • 'Zlllpll~•~)Jba IStmu~ :DOOVIS
J-i I~
: -- -· :~~s::--- 10 •RUSr'RO
w:.:R LIGHT REQ GROWTH HEIGHT 3..$ YR MATURE
(WUCOLS) MTE SPREAD SPREAD
___ Vlr,,eM~---· -
~,.:,.Mepe 31J'"BOX M SIPS MOO 20' 8' 20-
WBOX 1.4" · bi'PS · Slbw 18' i11 80'
ae·eox ~ 8/PS FAST 5-'i' 10' 1t,:
-- -----. ":,wBci,:; VL S , FAST 3D' 17" 11' ~ 36•ebx - i -···c-·-·· --·s·-·· SLOW -- W- · --;6'- - ,if -.-~iallWb -=t=·
Maic!ei.r~a1r-r:!".
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1..~_t.Jw,o.k
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Fruil1n;QAra
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---·---~---------- ..... _':';!n_Jan~'
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~-~---------- .~ .. ::-in.um.Curran(
rl'811n,gRWMV1~
-:;~;-: · ·Z----- -·~ -· ~ -: - ll~- ·-:; 48·.eox M s . SL~ 50' s 20' 38°80X L • &f"S • MOD-- ·25• 10' le' :::~ : a.!s ~g: ~ ~ . ;: 86'BOX - L . S MOO 60' 2D' 50' . =~:g~ ·- . -~- ~--·. . .. ~--·:-:· -... ,i~-- . ~ . -~_. -·· -:-- " 4p,•BQx ___ .,,., l J:I. SLUW 50' 11)' iu--·· 48"BOX VI.. S""5 FAST 50' t5' 50'
· as-·eox. L_ -·s· t-M:il • so· 111,• oo-
.I
I :::~
se;•eox
36°°Eii.iX." . WBVX ·-- .• .:16"80)( I
. 36'80)(
: :1 •r•o~.
5GAI.

SGAI. ··s·GAL..·
:~
5aAL5e:w.. I
t,(al,L. '
M
L
L
M
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.

SIP~-
MOO
SLnw 22'
~ : MOO- , ur t.iob i&• -FAflT I XI MOO-·, 18'
1,l?S FAST 1:.1'
S FAST - ~• ·sifs·· Mo"cf" • .• 6'. ·-vs-· Mou· •· s- ----- P.t00 --ii Si:H _ .. ,~"L -r- s MOO 7
10"
-,s~ ~ 12' ~. -..
~~ ~-
15'
,u
ri - ii
. ,.
,u ··s
,.
1 PEREN:IALS ~HMIL Acf1,1ee,n,R111fdlum'M0a1shlne' YMD'III' 1GAL ' l SIPS MOO ;1-E~~=;l·:~ l:-t0E:IJ•-ll··_ i. ,RA88E8
iJ. !~~~-·-F~=;:;~~--=·1)ee:~::.:=~:1-~~,-(J~.-~ .• t:~i:·: ~11t;-t~-~i~ 1. GROUNDCOVER i.i-•-'f-.: ... ~°.~':." -~:.,~~~~~·-==~ . :~~t.:~--: ~ ..:..~+~t~-- :-:._._t:: --~; ~--: , -r I Projl!drttte:
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'1lNEll , CL' _LA.S ".,,.,.,.,.,,.,,.,. • •. c, .... .,c.~•"• _ . ·1 , GIJ . .L .. SIPS HIST ~ · 11 -i-- I I a1~11~~a~~- - ---- ---- ----- ·---- -- --- - ··· --- -- -- : ---- · ' "" .,~;;., i[~~ ~-=;--~::=-~~~1:r;tJl:+ t t .... ,.., '41'% ,.__ 1 ' TENTATIVE MAP J A ptant th.it 15 wapted to summer dry dim.rte!! must 1M identffletf by a third p;)f{f Nrfe«mce_ Bdow is a fist of sci.Im!, tllat quallfy With the fol owinc cla5SirK:lltlons:
1 Fer thecalumn marked "1nvasW UM!: cal-lPC Don't Pl11nta Put Un forthesan Francisco B.iyArea, Note: For mer~ 1nformatiol\ 1~ the Bl'J'•Friendly Ratir,a Manual ITOXJCITYRA.TlNO(CPC;;l
,.
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SUBMITTAL
Or.nvnby
Ched<edby:

PLANT LIST

AND PLANTING

DETAILS
L-2.22

KEY PLAN
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WEATHERSENSORTRANSMITTER (3)- INSTALL WHERE - (
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VEAi FY COMMUNICATION RECEPTION TO THE RECEIVER PRiOR
TO INSTALLATION. FJNAl LOCATION TOBEOETERM'NED IN THEFIE':£.__ ________ _ IRRIGATION CONTROLLERS (3) 'C' - WALL MOUNT AS DIRE -7TED· BY ARCHITECT. SERVICE wt TH 1 ::-0 VOLT A.C .. ELECTRICAL.

ELECTRICAL SERVICE TO THIS LOCATION PROVIDED BY
~~~~~g~~r:;._r~L~~~~g~~~~o
SEPARATE 1" CONDUIT WITH MANUFACTURER APPROVED
DrRECT BURY SHfELOEO FLOW SENSOR CABLE FROM
CON~ TO FLOW SENSOR _
©

NOT FOR CONSTRUCTION

DRAWINGS FOR REFERENCE ONLY
__ J '= _,,
1"WATERMETER POC#1 FOR ~ 1RR1GA:10N rRov1oaj Bv /_ · J ~ OTHERS. / 1 I\ / ;-7 \/ f --. - -~ C t=r-.. ~ .. ,.;,_: ) , j ·_ \\, .

MATCHUNE SEE 3/L2.3
-Q) ;c~~~~(_;_APE IRRIGATION PLAN
'I HAVE COMPLIED WITH THE CRITERIA OF THE

MOOEL WATER EFACIENT LANDSCAPE

ORDINANCE AND HAVE APPLIED THEM FOR THE
EFflQENT USE OF WATER IN TIE IRRJGATION
DESIGN PLAN."
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ENTITLEMENT

CITY REVIEW
P~ectlO;
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Oier.Mdb'f

LANDSCAPE

PLANTING
PLAN
L-3.1

KEY PLAN
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VERJFY COMMUNICATION RECEPTION TO THE RECEIVER PRIOR
TO 1NST.ALLATION. FINAL LOCATION TO BE DETERMINED IN
THEFIE_LD.__ ___ __
IRRIGATION CONTROLLERS (3) 'C' • WALL MOUNT' OIRECTEDBYARCHITECT.SERVICEWlll-11ZOVOLT A.C. ELECTRICAL. ELECTRICAL SERVICE TO TI-11$

LOCATION PROVIDED BY ELECTRICAL CONTRACTOR

GROUND CONTROLLER AND CONFORM TO AU
APPLICABLE LOCAL CODES. RUN A SEPARATE r CONDUIT WITH MANUFACTURER APPROVED DIRECT

BURY SHIELDED FLOW SENSOR CABLE FROM
C~LOWS~
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DRAWINGS FOR REFERENCE ONLY
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ENTITLEMENT

CITY REVIEW
PfojedlD:

LANDSCAPE

PLANTING
PLAN
L-3.2

KEY PLAN
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NOT FOR CONSTRUCTION

DRAWINGS FOR REFERENCE ONLY
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MATCHLll'ilE SEE 3/L2.3 MATCHLINE SEE 2/L2.3
1" , .~
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---®~~P.:.SAPE IRRIGATION PLAN • (D_ ~ ~~g;,7'PE IRRIGATION PLA~ ' ?1- --Q) ~~g;,<;APEIRRIGATION PLA~ ~ CD..

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ENTITLEMENT

CITY REVIEW

LANDSCAPE

PLANTING
PLAN
L-3.3
"S:\BWForma\lRRIOA TION NOTm;.doc"
IRRIGATION NOTl;S_
:?. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WTH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS.

CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATING TO THEIR WORK.

3. THtS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SH0\1\/N WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY g~~~~~EEN THE IRRIGATION SYSTEM. Pl.ANTING AND ARCHITECTURAi.. FEATURES. PARALLEL PIPES MAY BE INSTALLED IN COWAON TRENCH. PIPES ARE NOT TO BE INSTALLED DIRECTLY ABOVE

4. 00 NOT WM..LFULL Y INSTALL THE IRRKlATION SYSTEM AS SHOWN ON THE ORAWNGS WHEN IT IS OBVK)l.JS IN THE ARD THAT 0861RUCTIONS, GRADE DtFFERENCES OR OfFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. COORDINATE WORK WITH THE GENERAL CONTRACTOR AND OTI-ER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVlNG. SlRUCTURES. ETC. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTIJRES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR IS TO REPAIR ANY ONMOE CAUSED SY THEIR WORK AT NO ADDITIONAL COST TO THE OWNER

6. DUE TO Tl-IE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE TI-IE STRUCTURAL ANO FINISHED CONDITIONS AFFECTING ALL WORK AND PLAN WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC .• AS MAY BE REOUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE 'NORK TO BE INSTALLED. THE v-KIRK SHALL BE INSTALLED IN SUCH AMl'.NNERAS TO AVOO CONFLICTS BETWEEN IRRIGATION SYSTEMS, PL.ANTING, ANDARCHITECTUtAL FEATIJRES

7. ELECTRICAL CONTRACTOR TO SUpPLY 1::?0 VAC (~.5 AIIAP) SERVICE TO CONTROLLER LOCATION. IRRIGATION CONTRACTOR TO MAKE FINAL CONNECTK.)N FROM ELECTRICAL STUB-OUT TO CONTROUER ~~l~~~:~~L~~~T~':-i~ ~ir~~- APPROVED FOR DIRECT BURIAL. COMf.ttON WIRE SHALL BE #1~ U.L. APPROVED AND SHALL BE WHITE IN COLOR. WIRING TO INOMDUAL REMOTE CONTROL

9. REMOTE CONTROL VALVES SHALL BE WIRED TO CONTROLLER IN SEQUENCE AS SHOWN ON PLANS, RUN WIRE FROM EACH RO,/ TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OFVAlVE BOXES

WILL NOT BE PERMITTED

10.SPUCING OF :?4-VOLT \"IIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A36' COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER Al.ONO WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING PERMITTED INSIDE SLEEVES
1~.INSTALL TWO (:?) SPARE CONTROL WIRES ALONG THE ENTIRE MAIN L1NE. SPARE WIRES SHALL BE THE SAME COLOR (ONE WITH A WHITE STRIPE) AND OF A DIFFERENT COLOR THAN OTHER CONTROL WIRES. LOOP 36" EXCESS WIRE INTO EACH SINGLE VAJ..VE BOX AND INTO ONE VALVE BOX IN EACH GROUP OFVPJ..VES

13.INSTALL ONE (1) SPARE CONTROL WIRE FOR EVERY Ei (SIX) STATIONS ON THE CONTROLLER ALONG THE ENTIRE MAIN LINE. SPARE WIRES SHALL BE THE SAME COLOR (ONE WITH A WHITE STRIPE) ANO OF A DIFFERENT COLOR THAN OTHER CONTROL WIRES. LOOP 36" EXCESS WIRE INTO EACH SINGLE VAJ..VE BOX AND INTO ONE VALVE BOX lN EACH GROUP OF VALVES.

14.VALVE LOCATIONS SHOWN AAE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS WHERE POSSIBLE (NOT IN LAWN AREA)

15.lNSTALL VALVE BOXES MINIMUM 12" FROM AND PERPENDICULAR TO WALK, CURB, LAWN, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WPJ..K, CURB, LAWN, ETC. AND EACH BOX SHALL BE MINIMUM I:?' APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLa TO WALK, CURB, LAWN. ETC

16.PRESSURE REGULATING DEVICES AAE REQUIRED IF WATER PRESSURE EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES. 18AU SPRINKLER HEADS SHALL BE SET PERPENOfCULAR TO ANISH GRADE Of THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.

19.~:~S~~:~~:~= ~i~~ ~~~~~ ~~;PRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. FOR DRIP OR BUBBLER CIRCUITS, INSTALL KING BROS. CV SERIES CHECK ~ - FLUSH AND ADJUST AU SPRINKlER HE.ADS FOR OPTIMUM PERFORMANCE ANO TO PREVENT OVERSPRAY ONTO WALKS, RQO.OWAYS ANOIOR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE

SELECTING THE BEST DEGREE OF FIXED ARC (ORAN ADJUSTABLE ARC IF FIXED ARC DOES NOT MATCH THE ARC TO BE IRRIGATED) TO FIT THE SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. All MA.IN LINES SHALL BE FLUSHED PRIOR TO THE INSTALLATION OF IRRIGATION HEADS, BUBBLER$ AND DRIP TUBING. AT 30 M.YS AFTER INSTALLATION EACH SYSTEM SHALL BE FLUSHED TO at.1INATE GLUE AND DIRT PARTICLES FROM THE LINES. :?1. FOR PROPER SOLVENT WElD OF PVC A SUITABLE PRIMER AND SOLVENT CEMENT SHALL BE USED. APPLICATION. PRACTICE AND TECHNIQUE SHALL BE IN ACCORMNCE WITH THE PRIMER/CEMENT ~U~ACTURER'S RECOMMENDATIONS. THE JOINING SURFACES MUST BE SOFTENED (WITH PRIMER/CEMENT) AND THE PIPE ANO FrTTING MUST BE ASSEMBLED WHILE THE SURFACES ARE ST1LL WET ANO Z.:::. WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES. FIRE HYDRANTS, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE. FIELD ADJUST THE :~ll=L ~;~oe.:..~=~G A QUARTER, THIRD OR HALF CIRCLE HEAD AT THE SIDES Of THE OBSTRUCTION so AS TO PROVIDE PROPER COVERAGE. ALL ADJUSlMENTS SHA1.L BE MADE AT NO ~3- NOTIFY ARCHITECT OF .ANY ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND 00 NOT PROCEED UNTIL HISIHER INSTRUCTK)NS ARE

OBTAINED
~4.DUR~~:c~~~oc:~~~ILL SIDE OF TREES. TREE BUBBlERS ARE FOR ESTABLISHMENT AND DROUGHT CONDITIONS. THEY .ARE TO BE TURNED OFF AFTER TREES ARE ESTABLISHED ANO TURNED ON ~- FOR RNG-TITE PVC~ LNE Pf PING INSDE SLEEVES USE 11:'0-315 PSI PVC PLASTIC PIPE \\'!TH SCHEDULE 40 PVC COUPLINGS :!6. IN ADDITION TO THE SLEEVES ANO CONDLNTS SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR S1-W.L BE RESPONS,BLE FOR COORDINATING THE INSTALLATION OF SLEEVES ANO CONDUITS OF

SUFFICIENT SIZE UNDER ALL PAVEOAREAS
:?7 ALL EXCAVATIONS AAE TO BE FILLED wt TH COMPACTED BACKFILL. REPNR ALL SETTlEO TRENCHES PROMPTl Y. FOR A PERIOD OF 1 YEAR JIFTER COMPLETION OF v«>RK. ~ - CONTRACTOR SHALL WARRANT THAT THE IRRJGATION SYSTEM WILL BE FREE FROM DEFECTS IN MATERIALS .AND WORKMANSHIP FORA PERIOD OF 1 YEAR AFTER FIMt\l. ACCEPTANCE OF WORK. ~- WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES, AND TREE ROOTS. EXCAVATION IN AREAS WHERE:? INCH AND LARGER ROOTS OCCUR SHAU. BE OONE BY HANO. ROOTS: INCHES AND LARGER IN DIAMETER SHALL 13E WRAPPED IN A PLASTIC BAG AND SECURED WITH A RUBBER BAND. TRENCHES AOJACENT TO TREE SHOULD BE CLOSED WITHIN :4 HOURS; WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS.

30. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINWIUM OPERATING PRESSURE SHOWN ON THE IRRIGATION ORAWNGS. VERFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY :;:;;~JA~~TWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION PDINT OF CONNECTION TO THE OWNER'S AUTHORIZED 3:? OPERATE IRRJGATION CONTROLLER(S) BETWEEN THE HOURS OF 10:00 PM AND 7:00 PM 33 INSTALL Al TERATION UNIT PRfOR TO ORDERING ENCLOSURE. ORDER ENCLOSURE wm-1 APPROPRIATE INSIDE DIMENSIONS TO HOUSE INSTALLED FL TRATION UNfT. 34 NOTIFY ALL LOCAL JUR1SD1CTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE. 35 NOTIFY UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION 36 A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.

37.PRO:E~~~TIFIC".ATE OF COMPLETIOH SHALL BE FILLED OUT ANO CERTIFIED BY BTI-ER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE

38. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. THE IRRIGATION CONTRACTOR SHALL ARRANGE ANO PAY FOR TiiE AUDIT. THE AUDIT MUST BE PERFORMED BY

A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR

IRRIGATION LEGEND

SYMBOL I MODEL NUMBER
s
s
m
8 ~
I!]
©
570Z-6P-PRX-COM-0-T-15F,H,Q
570Z-6P-PRX-COM-O-T-10F,H,Q
T-OPC04-0C, T-DPCO~-OC
I- --::: ·::: --= ---=- ----=-- 7
~---=-·_ - __ - . __ =-j

IATERAL LINE SIZING CHART
§PRAYS t. BUBBLER§
1-8
9-18
1S-:?8
~55
1-5
6-10
11-:?0
~1-:?8
29-55
FLOW RATE MAX MAX.
{GPM) RADIUS SPACING

TORO POP-UP LAWN SPRAY

TORO POP-UP LA'M'I SPRAY
30 2.36,1,:!0,.59 15'

TORO PRESSURE COMPENSATING DRIP BUDBLER
INSTALL ONE BU88LER PER SHRUB
TORO PRESSURE COMPENSATING ORJP BUB8LER
1NST ALL TWJ BUBBLERS PER TREE
TORO Dl.:XOO FLUSH VALVE
TORODl:oooAJRVENT
TORO Dt.=000 POP-UP OPERATION INDICATOR
30 1.06,.53,.28
IRP.ITROL REMOTE CONTROL VALVE\IVITH PRESSURE REGULATION I KBI PVC BALL VALVE TORO DRIP ZONE VALVE KJT - INCL REMOTE CONTROL VALVE, W'fEFILTERWTH 150MESH SCREEN, AND PRESET PRESSURE REGULATOR I NOS SCH 80 PVC BALL VALVE TORO QUJCKCOOPUNG VALVE \MTH 314" HOSES\NIVEL

NIBCO LEAD FREE GATE VALVE (LINE SIZE)
GRISWOLD 1" MASfER CONTROL VALVE (NORMALLY OPEN)
'MLKINS LEAD-FREE REDUCED PRESSURE BACKFLOW PREVENTER
BADGER 1" WATER METER (SUS.METER FOR IRRIGATION)
'.:!-WIRE CONTROLLER, MINIMUM 3 MASTER VALVES, MINIMUM OF 3FS MAIN LINE: 11:JJ-SCHEDULE<IO PVC SOLVENT .......eLD PLASTIC PIPE WITH SCHEDULE 80 AND SCHEDULE 40 PVC SOL VENT V'f'ELD FITTINGS. 1B" COVER
LATERAL LINE: 11:)).$CHEDULE40 PVC SOLVENT 'NElD PIPE 'MTH SCHEDULE-40 PVC SOLVENT WELD FITTINGS. 1~ COVER.

ORiP TUBING: TOP.0 T-EHD1645 BLUE STRIPE HOSE W1TH TORO LOC-EZE FITTINGS. 4" COVER. ClSTRIBUTION TUBING: TORO EHIJl/0437-010 11 " HOSE.

SUB-SURFACE DP.IPL/NE: TORO DL"'OOO RGP-21:?-10 ORf PUNE 'NITH ROOT GUARD. USE ONLY OL~ ORIPLINETRI-LOC FITTINGS. :?" COVER. (1:?" EMITTER SPACING; .53GPH PER EMITTER) SUB-SURFACE DRIPUNE TORO Dl:!000 RGP-41 ~-10 DRIPLINE IMTH ROOT GUARD. USE ONLY DL:000 ORtPllNE TRI-LOC FITTINGS. ?' COVER. (1:?"EMITTER SPACING; 1.0GPH PER EMITTER) SLEEVE (SL): 11:!0-CLASS :'OQ PvC PLASTIC PIPE. :?4• COVER 1"
1114"
111:!"
3/4"
1·
11/4"
11'1"

1. ~~E~~~~~~!~ei-":iCs'OEA DRIP EMITTER SYSTEM FOR All TREES,SHRUBS,ANOGROUNDCOVEft ~S IN~ TEOON THE ~ EMTTEPSARE NOT SHOWN ON THE IRRIGATION Pl.AN.. ACTIJAL I.AYOUTOf' EMITTEP SVSTEMSHALL 8E OETERMJNED 8VTHEC0HTRACTOP IN THE FIELD USING THE IRPia-.TION Pt.AN AND THE DRIP IPRIGATION DETAILS AS~ GUIDE, WHILE USING THE PLANTING PLAN FOR THE LOCATIONANDQUANTITIESOFEI\IIITTERS

3.EACH36"80XTREESHAL.LPECEl'o'ETHP.EE2Gf>ttEMrTTERS,OISTP.IBUTEOEVENLYAROUNDTREE,YIAOISTPIBUTIONTUBING.REFERTO THEPLANTINGPLANFORTHELOCATIONANDOU.-.NTITYOFTREES
<t.EACHtOGAt.LONSHPUBSHALLRECEIVETHREE1GPHEMITTERSOISTRIBUTEOEVENLYAROUNOSHRUB{Tw::JSI-W.LBEONUPHILLSIOEOF SHRU8J,VIADISTRl6UTIONTU81NG. REFERTOTHEPLANTINGPLANFORTHELOCATIONANDOUANTITYOFSHfl'UBS. !i.EACH5GALLONSHl?U8 SHAllRECEIIIET'f\01GPHEMITTERSONOPPOSfTESIOESANOUPHI.LOFSHRUll,VlADISTPllUTK>NTU61NG.

REFERTOTHEPlANTINOPLANFOPTHELOCATIONANOOUANTITYOFSHRU6S

6. =p1~~~N~:~~~~~~~~~~N=:::rr~o~SIOESAHOUPHILL0f'SHRU8, V~OISTI>IJUTIOHTUBING

7. INSTALL THE EMITTERS ON TOPOf THE ROOT 8AUANDASFAA FROM THETP.UNKOf THE Pl.ANT ASPO$S18lE

8. OISTRIBUTION TUSING SHALL SE A MAXIMUM OF 5' IN LENGTH FPOM %·TUBING TO EMITTER. EACH LEN GTH OF Vl" DRIP TUBING SHALL BE A fMXMUMOF~•
9, INSTALLFLUSHVALVESATTHEENDOFTHERIGIDPVCASSHOWNON PLANS

10.AllPVCLATERALPIPETODRIPTUBINGSHALLBEJ/4- UNLESSOTHERWISEOOTEO. 11 .THEDPIPEMITTER SYSTEMLAYOUTSHALL8EAPPROVE06Y THELANOSCAPEARCHITECTPRIORT08EGINNINGCONSTJWCTION~O AFTERPI.AHTIHGHAS8£ENCOMPLETI:O
BROOKWATBR.

IRRIGATION coN:,.tJl:J'ANTS
4kfl S'f .JOHN S'l 'IU~!ff,Sunv.220
l'Ll•:ASAN:rn1~?dl~s~~~~IA 945((;
l!-MAIJ. Of11ilCE@HROOKWA1"1{R..C:OM
Prot'KllTrk
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ENTITLEMENT

CITY REVIEW
Pl1ljel;llO· 11~
FlleName: 177 lbase schmatic D-awnby !Ji,ADJAS
u-
~
'H?':tl?0?1

NOTES &
LEGEND
L-3.4
COMBINED WATER CALCULATIONS:

CITYOF
PLEASANT Hill

LANDSCAPE WATER USE STATEMENT
PROJECT NAME: CHOICE IN AGING
!PROJECT ADDRESS: 490 GOLF CLUB ROAD, PLEASANT HILL, CA JANETLUEHRS (CID,CUA.143274)
BROOKWAlER INC., IRRIGAllONCONSULTANTS :e!:~:c~~ surre220 925-aSS-0417 925-855-0'JS7(FAX)
~ rookwater.com ~
"I haw comp~ed with the criteria of the Water Efficient Landscape Ordinance and applied U.m accordlngtyfor the efficient use of water in the irrigation design plan."

F'ARTONE
Signed: ~~

MAXIMUM APPLIED WATER ALLOWANCE (MAWA)
MAWA • ETo i""":62 x !{ETAFi"HA) + ((1-ETAFfi SlA)]
TOTALIRRIGA'TEDLANOSCAPEAAE.A(HA)

SPECIAL LANDSCAPE AREA (SLA)
34,238 SQUARE FEET
508,012GALLONSPERVEAR
(AVERAGE ETAF AM> E7WU FROM°WAlER EFFicENT l.ANOSCAPI! WORKSHl:1!1)

AVERAGE ETAF FOR REGULAR LANDSCAPE AREAS
(TOTAlETAFxAREA/TOTAlAREA)
371,170GALLONSPERYEAR
Referanoo Evapotransplration (Eto)

TOTALS FOR ALL AREAS --- - -
WATER EFFICIENT LANDSCAPE WOR~
_f=_;: ~
ETAF,
.....
.U.!!!..._ 13,194 ~.,10
Tot.S_g_. Ft. % o1 Lands ca~

0.0%

0.0%- ~
~~MW) :rt: ~~~ -
100.0%
"Irrigation Method r Total Sq. Ft
Ro1Dr!FC-R, PC-RI _-___ o
Muli-Stream~1 ===t_o_ ~
Bubbler
rq@_
(B)
__ - ~
~
~ JQJ__ . 0 E= 11-UneD~ ! 18.640
Micfospray(MSI --~ ~-~:;' QlherfO) 0

BROOKWATBR
IRtttU.\TlON CON$Ul.'l'AN1':-,
48() SI'. JOI IN ~,·R1•:E'I'. ~um~ 220 PLl::ASAN~i€I'.Jtisl~~frl/\ 9456<'i l~•Mflr!, OFfllCE@llROOJ:'WATl-:R .. COM Pro;ectnle:
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ENTITLEMENT

CITY REVIEW
ProjectlO;

0.-nby:
~y·
WATER
CALCS

COMBINED
L-3.5•·
WATER CALCULATIONS FOR LOT #1 :

C, - - ~
PLEA.SANT HILL
LANlSC.APE WATER USE STATEMENT
ECT NAME CHOICE IN AGING LOT#1
,PROJECT ADDRESS. 490 GOLF ClUB ROAD, PLEASANT HILL, CA JANETLUEHRS (CI0,CLIA#43274)
~~;~~~~~:U1!: ~MSULTANTS
PLEASANTON. CA 94566
925,-855-0417
925-855-0357(FA)Q
Je~ ~\lli!ler.com te-maifi
"1 have complied with the criteria of the Water Efficient Landscape OnUnance and applied them accordinglyfortheefflcientuseofwaterintheirrigationdesignplan." .,.ART ONE
Signed: r~ MAXJML.lill APPLIED WATER AU.OINANCE (MAWAJ
°MAWA S i:.To x .62 :.t ((ETAFi HA)+ ((1-ETAF) x SLA)f

ESTIMATED TOTAL WATER USE (ETWU)
-(AVERAGE ET MANO E1WU FROM WATER EFFICIENT I...ANDSCAPE WORKSHEET} AVERAGE ETAF FOR REGULAR LANOSr.A.PE. AREAS
(TOTAL ETAF x AREA / TOTAL AREA)
tl57,727GALLONSPERYEAR
WATER CALCULATIONS FOR LOT #2:

CITY ~

PLEASANT HILL
lAN>SCAPE WATER USE STATEMENT
PROJECT NAME: CHOICE IN AGING LOT #2
{PRO.ECT AOORESS A90 OOt.F Q.UB ROAD, PLEASANT HllL CA
JAl>ETLUEHRS (CIO,CLIA#43274)
BROOKWATERINC .. IRRIGATION CONSULTANTS
480 SAINT JOHN STREET, $UTE 220
PLEASANTON,CA 94566
925-855-0417
925-855-03S7(FA)Q
Jaie~ er.~
"lhawe co"l)liedwiththe criteria oftheWaterEfficientlandscape Otdinance and applied lhem according1yfortheefficientuseofwaterintheirrigationdesignplan." Signed: r~ !PART ONE MAXIMUM.APPLJBJ WAlERAU.OWANCE (MAWA)

IPARTTWO
TOTALlRR\GA.TEOLAt,DSCAPEAREA(HA)

SPECIALLANOSCAPEAREA(SLA)
ESTUIATEDTOTAL WA.TER USE (ETWU)
MAWA • ET0 X .82-x((ETAFX HA) + (tf-1:TAF) ll SLA)J
161,811 GALLONS PER YEAR
(AVERAGE ETAF ANO ETWU f"ROM WAlER EFFICIENT LANDSCAPE WORKSHirEl) AVERAGE ETAF FOR REGUl.AR LMOSCAPE AREAS
(TOTALETAFxAREA/TOTALAREA)
147,06:SGALLONSPERYEAR
149,780GALLONSPERYEAR
Reference E._lransplration (Elol 43.4
PLANT
TYPE
HYOROlONE:~ PlANT
(PLANT FACTOR
WATER USEL___f!l
WATER EFFICIENT LANDSCAP~
IRAIGAllON IRRIGATION HYDR020tE IITM ll ESTIMAlEO %
METHOD.. EFFICIENCY AREA W\ TOTAL WATER USE LANDSCAPE
~ (PF/IE) (HA)(SqFt) _(ElWU) AREA
,~IA~PEAREA _--=r __:_ i _ =---r __ .L_ __ __l__-_i:::=-__]__:___ _ J___ TOTALS(SPECIALl.ANDSCAPEAREAS)

TOTALS FOR ALL AREAS - - ---
Reference Evapotransplratlon (Eto)
ZONE
""·
TOTALS FOR ALL AR~
HY~•
WA~~~SE

43.4 PV.IIT
FAC10R
1PF
~ ~
WATER EFFICIENT LANDSCAPE WORKSHE~
,tt:nGATIQN IRRIGATION
ME1l-f00"" EFFICIENcY
.!!§
ETAF•
HA
5,tidd
~ 1aa,(,
ESTMATI:O %
lOTALWAlERUSE LANDSC\PE
ElWUl AREA
1~
BROOK.WATER IRRJGJ\TJON C.ONSUI.TAN'JS
,.~fJ\~'~t:ft;291f J;~]~li'i9~ g.M/\11. O!Jl11CJ•:@mm ut::Wl\"J"l~R.COM PrajectTlh
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ENTITLEMENT

CITY REVIEW
Projed.10
Drawnby
Chodo<IOyc
L-3.6
WATER CALCULATIONS FOR LOT #3:

CITY ~

PLEASANT HILL

LANDSCAPE WATER USE STATEMENT
PROJECT NAME: CHOfCE If AGING LOT #3
PROJECT ADDRESS: 490 GOLF CLUB ROAD, PLEASANT HILL, CA
JANET LI..ElflS (CID, CUA #-43274)
BROClKWATER INC., RRIGATION CONSlLTANTS
',E!O SANT~ SlREET, SUlE 220 :::::~N, CA 94566 925--856-0357(FA)Q ~ '11Broaltwater.como-mad J
"I have complied with lhe criteria of the Water Efficient Landscape Ordinance and appfied them accordinglyfortheefficientuseafwaterintteirrigationdeslgnplan." Signed r~ MAXIMUM APPLIED WATER ALLOWANCE (MAWA)
MAWA • ETo:. .e2 x l(ETAFJI HA)• (11-ETAf) ,:- SlA)f
TOTALRRIGATEDLANDSCAPEAREA !HA)
93,171 GALLONS PER YEAR
ESTIIIATEDTOTALWATERUSErETWUJ
(AVERAGE ETAF AJIO ETWU FROM WA1ER EFFICIENTLANOSCAPEWORKSHEEl) AVERAGE ETAF FOR REGLlAR LAt.OSCAPE AREAS
(TOTALETAF11AREAITOTAlAREA)
Reference Evapotransplralion (Eto)
SPECIALLANDSCAPeAREA
~ ER EFFICIENT LANDSCAPEWORKSHEET

IRRIGATION
MElHOD ...

L ::t:=TREe cw .c:::::::i__ C--: ,.co - ~I
'OTALS C,PECIAL LANDSCAPE AREAS)

TOTALS FOR ALL AREAS -- ---
ETAFx
HA
--0.2%
----~-- BROOKWATBll 1Rll.l(iA'l10N <XJNSULTANTS
l'~A~~:1~tllJ~~~1~ri1~9~~.

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ENTITLEMENT

CITY REVIEW
Drawnby:

WATER
CALCS
LOT#3
L-3.7
CHAIR \JITH ARMS, \,/ODD INSERT
~ . .. :,. ,.., ..
~-
MANUFACTURER: LANDSCAPE FORMS
PRODUCT: WINDMARK CHAIR WITH

ARMS, WOOD INSERT
MATERIALS: CAST ALUMINUM, WOOD
DIMENSIONS: 23"X23"X31"
WEIGHT: 42 LB.

INTENDEDUSEIS LIMITEOTODESIGN
PROfESSfOHAlSSPE'CIFYIHGI.AHOSCAPE FORM&.

INC. PRODUCTSANOTHEIRDIRECTCLIENTS
ORAWINGISNOTTOBECOPIEDORDlsctOSEOTO
OTHEFSWTHOUTTHECOHSE.NTOFt.ANOSC_.,PE
FOPMS,INC,r;,2013V.NDSCAPEFORMS,INC. A.LL
PIGtlTSRESO!\IEO
CONFIOENTIALORAIIVINGINFOP.MATIONCONTAINEO
IEREINISTKEPf'!OPE'P'TYOF\.ANOSCAPEFMMS,
JflC
-G)~~~~-0~APE FORMS - WINDMARK CHAIR
4 2' SQUARE MET AL TOP, STRAP BASE
1 3·-sr-t
rvri ~ MElALTAi!lETOP
t--1:(STAAPIIASE !
_ ADJU5!~EEt
STANl.<:.AI GLOES
+
u~
J-2'~--+
MANUFACTURER: LANDSCAPE
FORMS
PRODUCT: WINDMARK TABLE, 42'
SQUARE
MATERIALS: STEEL,

POWDERCOATED ALUMINUM
DIMENSIONS: 42"'X42"X29'"
WEIGHT: 164 LB

IHTEHDEDUSEISLMITEOTODESIGN
PPOFESSIONALS SPECIFYING 1.ANOSCAPE:FOPMS,
INC. PRODUCTSANDTHEIRDIPECTCLIENTS

OPA'MNGISNOTTOBECQPIEOOPCMSCLOSEOTO
OTHERS\MTHOUTTHE CONSENTOFLANDSCAPE
FOf!M$,INC. C:!013LANOSCAPEFOPMS, INC. ,\LL
RIGHTSPESERVEO.

CONFIOENTIALDl!AWING\t-lFORMATIONCONT'-INEO
HEPEmJSTHEPPOPERTYOfUINOSC'.AP!FOP.MS,
4 ,~~~~fAPE FORMS - WINDMARK TABLE
BACKED, 72• LENGTH, CURVED CUT FACE BOARD,
TRAD!Tr NAL SUPPORT, ANGLED END AND CENTER ARMS
+--t-~6'-0"--t-t
'if ! ,_ --k-
+-- 2'-6lt - !I(- ~-
~g;gg!E:E::J r7
-.1,---s·.s·--+

MANUFACTURER

LANDSCAPE FORMS
PRODUCT: GENERATION 50
BENCH

MATERIALS

POWDERCOATED ALUMINUM
WOOD
~ DIMENSIONS: 26"X72"X

SURFACE MOUNT, INCLUDES
1/2-13 THREADED CUSTOM
BOLTS AND DROP-IN ANCHORS ti JNTEHOEDUSULIMITEDTOOESIGN -:,_ : ~ :=:~=~SJ~~~~~~~:;8FORMS
,- 1- _.. ..
+2·-o&·~
) 1 g~~~~G~~~OT~Ecg;:s~:g~5&\~::...i~
I FORMS.IHC. ~2013lAHOSCAPEFOP.MS,ll'fC. AU

RIGHTSRESEPVEO
COHFIOENTl'-LOftA,Wl~G INFORM,\TIOHCONTAJNED
HEPl:IN IS THE Pil!OPERTY OF lANOSCAPl!Z FOP.MS.
"c
-0~A~~~~_!?APE FORMS GENERATION 50 BENCH

STEEL FRAME, SHEA THING MADE OF
\./ODDEN SLATS, 3xl4 GAL.
)
MANUFACTURER: MMCITt
PRODUCT: QB615 - QUINBIN TRIPLE

LITTER RECEPTACLE FOR SORTED

WASTE WITH COVER
MATERIALS: STEEL FRAME, WOODEN

SLAT SHEATHING
DIMENSIONS: 16"X42"X37'
2 s~~J~~T~ -QUINBIN TRIPLE LITTER RECEPTACLE
A::i.J ,'::.\li, IIWI
(iK
-=~~~~,1~1 ~ t
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INTENDl!DUSEISLMITEDTOOESIGN
PROFESStCNAlSSPECal'YtNGLANOSC\PEFORMS.

INC. PROOUCTSANDTHElflOIRECTCLIENTS
DRAWINGISNOTTOBl!!:COPIEOOROISCLOOEDTO
OTHEltS\VTHOl#TTHE CONSEJffOfl..AHOSC',Pf:

F0RMS.INC.ll:l:.'013LANDSCAPEF0RMS,INC. ALL

RIGHTS RESERVED
CONFLDENTiALORA\MNGINFORMATIONCONTAINED
HEPEINISTHEPROPERTYOFLANOSCAPEFOf!MS
--G),~~~~~APE FORMS, BOLA BIKE RACK- MANUFACTURER INFO
PtojedTitle:
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l«H~~-'llli
==~-
~~ Ol·l()!Gi·
I · t,G[Nt,
l
,Fl":iJ~!-H~
·1r:· J ~:•":::

TENTATIVE MAP

SUBMITTAL
....,,.,,
Check.lldby.

L-4.00
~ENCE ELEVATION -A
~NCE ELEVATION
~ENCE ELEVATION - B

STEEL GATE WI REDWOOD PICKETS, TYP
(STEEL COLOR BLUE CHIP - SW8959)
1X6 REDWOOD PICKET,
1X4 REDWOOD PICKET,
1X2 REDWOOD PICKET,
\.. Pl.ANTER WALL
T
Projecl:Tilllt:
<( 0
~ <(
(/) 0 <( ..,
I 0:::: 0 t
C!> m -1 9
z:::::, = 0
a d ~ ~ <( 11. ~ @
~ c5 ! z ~ (!) ~ !1c - 0 0 O> I 'V u
Deslgnfln'n:

P<oj,cl T- =.-;:~~·-•
=~~
flQIIJ~II
@>; CHOICE ; /\(INC!
Jr,,.-:Ji sAHA
l"l~l~t-:ti!

TENTATIVE MAP

SUBMITTAL
FENCE

ELEVATIONS
L-4.01
Project Name: SAHA/CIA/CR. RedevalOpment
Project Type: Treatment Only
APN: 153-030-004
Drainage Area: 219,033
Mean Annual Precipitation: 17.5
Self-Treating DMAs
IIAName MEr-
,, ;;;;;;:.-
MA>S
~
II. Self-Retaining_ Areas
IANamt
:il
JS
83 IA.BS
~
iA91
SeH•Retalnir!JIJ)_MA
Anla {sq ftl
91>.0
Wt! ::~· 802.0
2s':.oo
A.!!!.l_sq_ftl
-.m
1m
~
!ill!
'ti}
~
1JJ!
Ill. Areas Draining to Self-Retaining Areas
,MAName I Area(sqfll T SurfacaType~c F- Produet(Area Reoeivings.tf Receiving • Runoff Retalnina OMA Self-Retaing Fador)IA] DNAA....,(aq

1.0 1204.0 DMAli7 ~~~
Ratlo[AJ)(BJ
722
28 ~
ffl
493
579
jf
1219
63 ~ 163
~
IV. Areas Draining to IMPs IMP Name: IMP1
IMP Type: Blorelontion Facility
1,0 722.0 DMA52 417 1.73
0,1 2.8 DMA25 349 0.01
t.O 1208.0 MA78 1583 0,76

0.1 35.~ DMA.76 1583 0.02
b.1 11.J DMA76 15B3 0.01

1.0 493.0 DMA.78 .521 0.32

1.0 579.0 DMA.18 1521 0.38

0.1 9.5 DMA78 1.521 0.01

1.~ _ _ 1- 219.0 _ ___ DMA83 1.322 1)_9'

0.1 &.3 DMA8S 820
~ ~~~:~ =- 18~

0.1 18.3 D ' 1193

1.0 ~ DMA91 ----1,~
I ..... • ....,,. 1:1~ 1 !.P!/ I" ■~ fVI runun !~ 1 :::. :::.:~ 1 a .. ,_ MlnlnlUm IMP Name: IMP2
IMP Type: Bionttentton Facility
~~P2
DMA N.,,. i Aru(sqft) , IMP e,-
g::

IMP Name: !MP3
479
2]oi
IMP Type: lllonotenllon Facllty
Soil Group: IMP3
DMAArcax
IMPSizf
Factor
unoff Facto,: IMP Sizing
I -···- ... I . ~J~'.'!:_ I • " I ~ IM:.:i;g
Ii22
Rain
Adjustment
Factor
Rain Adjustment
Factor
~:!! l ____ I . I
IMP Name: IMP4
IMP Type: Bloretention Facility
Sol Group: l~r-P4,__~~~-
DMA Name Area (sq ft) Post P
Surfac
Area or
Volume
Minimum
Area or Volume
Minimum
Ateaor
Volume
Proposed.

ANaor
Volume
OMA10 1183 Llnds PropoHd DMA1l 2,128 Cone Arw or
Volume
205
IMP N,1me: IMPS
IMP Typo: Bloretentlon Facility
Soll Grau · IMPS
D DMA Runoff DMA Area x
Factor unoff Facto,. IMP Sizing

0.10 72 •· 1MPSlzlng
t .00 t ,D60 Factor
Root
-lialiiAdjustment
Factor
Minimum
ArtllOr
Volume
Proposed
Area or
Volume
t.150 (-~ona,
1 1.00
1 1., 00 1
Total = ii 0.040 I 1000 I """ I ··· J
IMP Name: IMP6
IMP T.ype: ~::.r:, ntion Facility
-,.P..,. 01::.-1=pro=~=-,;= a-r..cM= A~A~re-• ,~
Su.- nofl Facton IMP Sizing
I ""'"" .j. 1046 undJOa 105 _ IMPSlzlng . .. . . _ ••AA • -~-- -W Factor 1,425
Rain
AdfuFactor
Minimum
Anlaor
Volume
Proposed
Area or Votume
~::, o.040 1 1.ooo l sa l 12, I IMP ■: IMP7
IMP Type: Bioretontion Facility
Soll Group: IMP7 _
DMA Name Area (sq ft) Pool Projocl DMA Runoff DMA Ar9a x Surfeca T Factor Facto,! IMP Sizlng
OMAt9 967 ~iooal 1.00 967 ! IM:8:~':'9 Tolal f
Area
IMP Nama: IMPB
IMP Type: Bloretcntlon Facility
Soll Group: IMPS OMA Name Area (sq ft) Poet MA Area x
Surfa unoff Factotl IMP Sizing
0Ml\2!l t 193 Land 119 IMP SiEing
DMA2t 621 82 Factor
llMA26 264 26 OMAZ7 9,279 9,219 1
~~
~31
~
~£ajf ,
Landsce .~ ... ~I ."0.10 I 132 ,. 231 ~B~ 0.10 __ 23
12,743 -~Concreteor ~=-,-----u1 oc 12,143 ·
Rain
Adjustment
Factor
Rain
Adf118lmenl Factor
lanlmum
Antaor
Volu~
Mlnlmu.,
Volume """'°'
Propoaed
Area or Volume
Proposed
Antaor
Volume
L----l 4142 L:,c~ --T~~~ 22.:~:
0 1 ,.ooo l ,u l sv l ~ 32 I Area 0.04
IMPName:IMP9
IMP Type: Bloretention Faclllty
Son Group: IMP9
OMA Name Area (sqft) Poat Project DMARunaff DMAAreax
SurfaceTYoe1 Factor Runoff Facto IMPSlzlno
"""'' 49 _11ndsca.,.. 0.10 5 IMP Sizing Rain Minimum Proposed 1105 LandscatH!! tl.10 111 Factor Adjustment -■ or Are.tor ~t:: 3l.J3 Landsca...,. 0.10 ,.. Factor Volume Volume 563 Landscanii 0.10 "' ~ A37 1,262 Concn!lteor 1.00 1,262 OMA:ie """"" ~ LendSCB•-
~:!~ . DMA40 40
28,748 eona,,,.., 1.00 26.748 - DMA41 273 LIM·~...,. - 0.10 Z1 = 116 Land,caCJe 0.10 12
3722 1..100~- 0.10 372
O,,A44 t,Me Concrete or 1.00 1,5td
AsMell
(~ \4W5 160 Landsr.ane o. o 17
DMA4& 78 Land=- 0.10 . OMA62 3,085 Con~,:.lonal 1.00 3,085 DMA86 2,476 Conve~ional 1.00 2.476 I
DMA67 1.505 ""'=- 1.00 , .... 0"A68 2074 --- 0.10 207
0~100 64 Lll!ld1caoa 0,10 6
C'AA101 84 ~::::= ~: ~g 6
CIMA.102 :: 6
DMA103 , ........ 0.10 6
D,.,"m-1 64 andscai::e 0.10 6
DMA105 37,707 Concrete or 1.00 37,707
Asj!_"41
Total 77,722 '
Area I 0.040 t.~ _ ,, .. 3,234 J
SUBJECT REVIEW TO REVISION COPY I ®· -~ •
NOT RNAL 111SII01KE1DIE~WCII
CtJIJIU1KM<TIMl'NIDll'<M .._...,_.....,
Atat:r;tu,irMMOIW.'7IIAP ........

Storm Waler Monitoring & Reporting
Land Development [ngineoring
Environmentol~ng
490 GOLF CLUB RD TENTATIVE MAP APN: 153-030-004-3
~ ~ng CtlVICf IN AGING ~ SAtlA
C.3 COMPLIANCE PLAN - CALCULATIONS
MCHAELE. M ft.ANI
A.C.f.No.35121~TIONEXPIES09r3Q21
DESIGN: RK & LML I JOB NO: 1248
IMP Name: IMP10
IMP Type: Bloratentlon Faclllty
Soll Group: IMP10
- =~t---.,..,,,.,-F;,i"""',-,....'4--'-==,._.-f-"=~:o, IMPSlzlng _ __ j lM~8!!!1;u ~::ant 53
7i OMA50
"""51
~
12~ t: 9,98J~_;_or
:and=
-m
~ 128 9.983
Factor
Minimum
Are11or
Volume
1B I landSCilpV
T!~~ \ 1k!:\ 004a l 1.oooJ 471 1
IMP Name: IMP11
IMP Type: Bloretentlon Facility
Soll Grau~: IMP11
DMA Name 1 Anta (aq fl) I Post DMA Runoff DIIA Alea•
Proposed
Ara or
Volume
3,671
Factor Runoff Factor IMP Sizing
t.00 3,671 IMP Sizing Rain Mfniriium Proposed
Factor Ad)ustment Area or Area or
Total 3,671 Factor Volume Volume
Area a.040_ t.ooo 173
IMP Name: IMP12
IMP Type: Bloratention Facility
Soll Group: IMP12
OMA Na
I I 1.:,una10B • ree1 rlHOWJ l'"'"gn rm.:~ IMP Sizing .... u.... • ..... ,. . -· .. N'I 4 ,.,,y .. :.::"' I Adj!':.n1 IMP Name: IMP13
IMP Type: Blorelentton Facility
Soil Grau : IMP13
OMA Name Aru (aq fl) Post Project DMA Runoff DMA Area x Surface T a Factor Runoff Factor.- IMP Sizing Factor
DMA64 1,716 Conventional 1.00 1,718 IMP s1z1ng- -R,~- --~~--~=Rool. ~~~~~ Factor Acqustment Total 1,718 . Factor Area 00&0 1.000
IMP Name: IMP14
IMP Type: Biorwton11an Facility
s~~:r:~~M1Pl:.. (sq ft) Poat ·project DMARuOO-ri OMA AieBi Surface y .,,w P'actor IDunoff Factrw IMP Sizing -···-- 3,232 Conventional 1.00 3,232 IMPSizlng~ ain
2,423 co~ona1 1.00 2.423 i Factor J Ad~~:::"•
--~ --'·_6&4_,_ ~ 1.00 3.884
Minimum
Alea or
Volume
42 Minimum
Areaor
Volu,-
- -..

Minimum
Area or
Volume
Propoaad
Area or
V.2!.!!!!!!..,_ 52
Proposed
Area or
--
Volume .,
Proposed
Area or
Volume
T-I =• •~nl ,~I ~ I ml
DMA56
IMP Name: IMP18
IMP Type: Bloretonllon Facility
Soll Group: IMP16
DMA Name i Area (sq ft) I Post Pro:

Surface
r~ i--- 1,3a3 1 can=~
IMP Name: IMP17
IMP Type: Blonotentlon Facility
Sol Group: IIIP17
OMA Name Arlia (sq
IMPSlzlnll_
IMP Sizing
,.._.,_, ! ........ Factor
Rain
Adjustment
Factor
Minimum
Area or
Volume
Proposed
Area or
Volume
Rain Minimum PropoNd
Adjustment .,.a or Area or
Factor Votume Volume
Area 1.000 55 72
......,D""M"'°A1;;- B -t-----,,;;;-l''-7=:f:=~f-~ ==;.,-;;-1=~~, ::::::~: Rain Adjustment
Factor
Minimum
Area or
Volume
Proptilcid DMA22 Fador
DMA23
Reportgeoeratedon8'21202112:00:00AMbytheCcnfrl Coltl CteenWaierPn,pm IMP SlzlngToolsaftwate(Wf'9ion 1.3.1.0) Area or
Volume
Rf\1/E~ BY: CJTY OF PLEASANT HILL

PERMIT (DEV
~
-----+-------'f---+--l 11.2
S<Jr,eying & Mapping
Constructionstalong
J.!ociata
MILANI
2655 stanwell Drive, Suite 105
Conconl, CA 94520
Phone: (925) 874-9062
Fa>: (925) 674-9279
Web: www.milanktnockrtt'.,.com ORAWN: JMJ & SMS DATE AUGUST 2021 41 cm OF PLEASANT HILL CONTRA COSTA COUNTY CALIFORNIA CHECKED: KRA SCALE AS SHOWN SHEETS ~ ::E
...
>
5 e
:!
;;;
I
l.!7
~ "!:
~
~ G
~
::u
·~ fa
REM TOP HAT TRASH FILTER /IOT 1ll SCA!£
Ml dimensions are in inches. unless othenriso noted.
~TR~.-~ q/1 ~~~9;:r1~1te":'°t~ uen~="1:W"J:r 1~~tmc~~~~i:JoJ~ular dim1n1ion1 or unusual frame and ~i:; =d:e'"\==~ :'l-u~re~~g h~~ •~s:z=t;:1~ 2(H':Jed~qu~:!~Y~91:.hibltorw. Removabltcartrtdgetopsoreconstructedub'lb:lngover40lrecycledNon-rtCJetiveHighDensityPolyst)flnaPlosticwithoddedU.V.

6. REM TRITON replacement Aller Media Pocb ore ehan;,ed with REM FOG media on expanded volcanic ash medium treated to be hi.,.ly ~.·(F~~=~~"\l:"~i,U;."'=~~~~ afflow,_tt;ng~lller>ductlonafTolalS...,...,.,,Solids(lss),Su,pendedaolld-rdudesbut~not-odto-- ,it,od;m«tondogglommulodheo,ymetob.(-.-opiooson,-,cludi,gmixedbitfldaaf grordlted-[11:] onc1,-czro». r ... lnnh/-CC11'11""9onJr,--cern>....., .. choun. !5$.~~~-=~~3~-::=~--
8IO-RE1£NS/ON
llf01H VARIES
~1 '1ID~1
- ·1 ·1m=1· - ·1 ·1~1 - ·1 1~ _j ~ni I ·: • +
:·•: SEEN01E · • · • •
+
• •
+
~ =111=111=111=111=1 ~. · · · · • • · · · · · · · ·=111=111=1 1 ~m*m*m*m*1 ·-'-· CIA::/~· ('~ ::_ - *m*m*rr ~m*m*m™m*m~mi£mlli~ i' 11i m~~*m~m~rr 11mwmwmwmwmwmwm~ I~ '7iJl111wmwmwmwmwmwrr - - ,, ' - - . - ,.,_ NOTE: 1. SOIL MIX SHALL MITT RfQUIR£MENTS OF 1H£ COHTA COSTA COUNTY CL£AN WATER PROGRAM STORIIWA TtR C.J GU/Off/DOK, SIX1H El)}llDN,

APPENDIX B
C3 BIO-RETENTION BASINS
III 'm J' 4
·1jENnR llswi
111- f,~ft'tz3$[:g:;1::,~'/[lt..rff:Jr= .. _ BOTTOM OF PLANTER BOX)' ' -, 1 ,-, 1 6"Ngo· ELBOW (PVC) _____-__,,,,
PfRFDRA TED/SOUD CROSS CDNN£Cll/JN----- ('M/£Rf APPUCABlE) • 6° ClfAN OUT SOLID COVER
6" AREA DRAIN GRATE
-1Tl=rl l==I I I=
I l=.ill=111W=1111 . '(PVC)I= = = _ ,, ,~~W~W~W~l
FLOW-THROUGH ~ PLANTER
AC/AB SEGnON
~
I' - TOPOfCURBAT

0.5' EDGE Of PARKING
J 11:::: · · fBSJ!iL.:iU FLOW LIN£
~
1o
qi= = - ,111~ftu1 1v ~:ii~RY. ,s· o.c.
~
DEEPENED CURB AT C3 BIO-RETENTION BASINS /IOT1llSCN£
~RE1£NS/CW
IIID1H VMIES
IMJ/fLO'rl/
ORM/
__ J.:'"~ ,-,------, y~ :~ + ~ + + + ·~ =I ll 'Tlb!tlll!'-·.•++•• -111=111 lll=u-----~~ ....... · · · · · · • ·1=111= m* ---. ~ 1~m~
m~ = _ 1i~ffi~m~m~
m~m~m~i = = 1rnM NOTf: 1. SOIL 11/X SHALL l/£fT R£1M//fl1ENTS Of 1H£ COHTA COSTA COONTY CL£AN ll'AJER PROCRAII SlO'llfWAJV1 C.J GUIO£BO(J(, SIX1H ED/llOII,

APPENDIX B
C3 BIO-RETENTION BASIN
PERFORA1lONS FAaNG OOIIN I LAYGROOl£/NTl1'0fGl!Alfi
BIORETENTION FACILITY DETAIL NOT 1ll SCN£
-'- 105'TfJRM DRAIN OR

APPROIEDDISCHARGEPO/NT
Storm W- llonHoring .!t Reporting L.ondl>eYelopmentEngineering EnviRIM10nlot EngiMering
~ciates
MILANI
490 GOLF CLUB RD TENTATIVE MAP APII: 153-130-004-3
Municipal Engineering Suiwying cl: Mapping
Construction Staking
2655stanwel10riYe,SuHe 105
Concord, CA 94520
Phone: (925) 674-9082
Fax: (92~) 674-9279
Web: www.milanianoclatet.com
Cfl.<9ICE IN AGING ~ SAH.A
C.3 COMPLIANCE PLAN • DETAILS
CITY OF PLEASANT Hill CONTRA COSTA COUNTY CALIFORNIA I ~=~i<~n- ~~~ & SMS I ~~~e ~~~~:v~21

REVIEW COPY SUBJECT TO REVISION
NOT FINAL INS'N01la10IEIUOIBlll'Oi
COIPfEJrMfFIIAPNiDIIVi
AllfX)ilUBITAFPIIOMILrTIIII'
REVIEVtfD BY: CITY OF PLEASANT HILL
m11HCCl1YEHC/llflR
Pffil,I/T fDEV
~
a.

C
:IE
= I
i
I
I.!,'
~ "I:
~
~ 5
~=- mJm~
m~m~
=ill=U
~11*IT
~m*IT n*rr n~11
rr™n --·1L
DEEPENED WALL ADJACENT TO BIO-RETENTION BASIN NOT 10 SCALE fffT..,,,, !NI AMIBIEZPt NQD
1 All. REBAR SHAU. 8E GRAD£60 PER ASTM A61S. AU REBAR TO Bf 0..EAN ANO FR££ (TOCBRfSNJ[)RUST.

2. All CCWCRE1£ SI/All HAif: A MIN/I/UM 28 OAY COO'RESS/11': SIRENGJH Of 2,500 PSI.

J. MIN/I/UM //£BAR C0\£11 Of J" AT All FOOTING lOCATIOI/S. ~
I' TOPOfCUR8AT
_i_ EDG£0fPARKING

0.5' ~ T .,,
FlOW UNE
ffilJtJLlIDl'
~

AC/AB SECTION
D~
\
REBAR 18" O.C.

WAY.

DEEPENED CURB AT C3 BIO-RETENTION BASINS

REVIEW COPY SUBJECT TO REVISION

NOT ANAL
NOTTOSCAlE
f
i
NATilf:OR APPROl£D BACKRll MA!FRtM. :n
,g
TTl~m*m~TI~ ·• 1- 111-111-1 1
&• SPILL ~ CURB w/ GOITER
6" QJRB 4 GUT1£R. MOOlf1£D arr SID OMC Cl-I
/SffN01'1,1HlSOETM~J •
~
S)1'f[TS£COON 11 1~ 11 ::;=17*rr
m~m*m~~m~rr NOTE1.BOTTOMOFCI.JRB TURNDOltHSHAU8£ATTHrSAMEEI.EV,rnC:W ASBOTTO!I Of S1Rfff 8AS£
STANDARD &• CURB & GOITER

EXPANSION JOINT
oooooooooi oo :-,I 00000 000000000 000 &f 00000 000000000 000 ('t 0000 o~g g.,g'"-l.0 ~Cl
~ ~~0 /--- ~\vggo(~- 0 ~ 0
oo ~•ai?. o~o ~egg ooo '- ,.? 1/ 00000 "-. 7 o 0000 0000000 - -.Ll"'Jl"f 0000 9 000000000 coo~ \,I ooo v ooooooooooooooo "': t-. 00 00 000000000 000 i ~
CURB
~ OPENING EB/3JL.lIDf
UTILITY TRENCH BACKFILL DETAIL ROAD BASE '.'l gg 0 0 ~-oggg~g~o og :: ~g ) :: 0 000 • CJISllf PRIVAJffN.Y
NOT TO SCA1.f
~:
~;~ SECTICJI
•~··.'J'I i½ J"D .; ~ P~PIPf
•ol/lH.

CURB THROUGH DRAIN NOT TD SCAlE

MATCH AT NEAREST SCORE MARK -
TH£ RAMP SHALL HAVE' A 12" llfllt 90ROER
M1Hl/<"GR00'1':SAPPROX. J/4"0.C.
/MCAlJ
000 000 0 ~ • ~

0.00375" 000J~ ~ ~~:.

O.OOJ75• 0.09J75" MICRO~RE ~I
~F~ER . (QJ IRIJCAJD)oalfSTOBf.l0CAJD)JIJHAIIINlllVM/JfPJHrYJ6'Fll(jfBAa<rYCUl8.

ACO DRAIN DETAIL (S1 OOK' RAISED TRUNCATED DOME DETAILS NOT TO SCA!£
i..·
~~
,;,~ r J/•~ i 1~
~ ADA RAMP GROOVING DETAIL 7
~
=-~~":1J!:: ::.\£1. j
-~:--::::321--------1 NEARESTSCOREMARI<\ / J ~
EXSIIK _ ___ b r 1
•------ ORl>£WAYEll1RY
J"Cl.ASSnA8
REV/EV,ffJ BY: CITY OF PLEASANT HIU
RAMP DETAIL AT DRIVEWAY ENTRY NOTTOSCAl£ TIISN0'11CE1llBCRE1IO'EJJIJP(1,I CQ/Pt£TOIOFtlAPNl)IIPOI
AGO'CYt-1U7tTNffiOVAirTIW FOR THE CITY ENGINEER OA1f
stonnWaterMonltoring&Rapo,tlng
land [)eyelopment Engineering
Environmental Engineering
Municlpol Engineering Surveying a: Mapping
Construction Staking
..,,., k .lasoc1ates
MILANI
2655 Stanwell Drive, Suite 105
Concord, CA 94520
Phone: (925) 674-9082
Fax: (925) 674-9279
Web: www.milanlassociates.com
490 GOLF CLUB RO TENTATIVE MAP APN: 153-030-004-3
CtlC9ICE IN AGING ~ SAHA

DETAILS

CITY OF PLEASANT HILL CONTRA COSTA COUNTY
MICHAELE.MILANI
R.C.E.No.36121AfGISTRATIONEJO'l'£SOlilrJQ'21
CALIFGRNIA I ==~ ;: & SMS J ~i: ::~021
PfRMIT fDEV
41 a.

C
:&
~
~
l
;;;
I
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~
~ ~
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It /'11f£tl~' 1'
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~r,, mm'L 'Yrt I q ~ pD=lli=ill=ill=
11~71~~ ri~1T]J 11 .~C~ I I~ ~J~~m™m! _ ,, ,- ~W~W~W~l
PERFORATW/sOUD CIIOSS CONNfCll, (llrff£11f APPUCABI£)

FINISH GRADE
-SEE CIVIL
~Ii

FLOW-THROUGH PLANTER
~:eH~~~-WALL
@ 111' 0.C., E.F.
--ISHORIZ.
c,ro.c .. E.F.
,,.-- VEEPHOlE
a·-o·
10' MAX RETAINING WALL @ PERIMETER WAlL
DETAIL ,·~o· - (;_@
j
"'
~
I' llFOfaJRB AT
¾, EDIE OF PARKING
T
EEJ1JLl!il
i1~
fl.OW UN£
.51D.U!£II'
DEEPENED CURB AT C3 BIO-RETENTION BASINS
·SEECML
'=::::]]· 'l~J.

FINISHGRAOE il_ ,· ' / 10"' THICK CMU WALL
W1#5VEFUS.0,8"0.C., E.F
2 3/8"
!Ii
lil:5 HORIZ@ 16" O.C
2 3/8"
6'-6" MM 8E"TAINING WJ\.Jb.@ PERIMETER WALL
DETAIL 1"=1·-0·
·"2' (s2j)
~-~ 490 GOLF CLUB RD TENTATIVE MAP APN: 153-030-004-3
Cfle!JICE IN AGING SAflA MICHAB...E.Ml..AN
R.C.E.No.S6121RBISmATONEXJ'ffSOIWQQ1
~ (.. ~ ::u ~ -~. . J
~- .. -.t. •
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1 I
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~ ~ -~ ~gc ~~NSto~'P.tt:.G)'fa, u~='1!l:min..m:, f~~ anr=li~ln_'e9ular dimensions or unusual fmme and =-~ =~;.~:s::C~:t~f~if£:: wtth- ~v. 6. REMlRffON ,eplocementFilterModio Pcrdc.,a,-c:horged with RBI FOGmed'ia an,ii:pondodvok:anicoshmedim treatt<lto be highly ~roru:i~=rt,a~ a(~b~an-~:i rn:I= aGf~ro,£;.e ,r:n ~:. ~p~cmc~ra=~1=.~,:~:,u:o"1ikG°"· of flow 111ulti119 in the reduction of Total SuaP'.lftdtd Solids (Tss). Suspended aorid reduction lncludll!I but is not limited to debris, trash, silt aediment and agglomerated heavy metals. (Additional media aptions Ofll ovoTiabl1 including mixed blendl of granulated carbon [AC] andaolite[ZEO]). f'ortrosh/debriscapturin9only,Biaflexh1edlo(BFTG)lhouldbechot~n. i:¥i.~~dgrrt r:=!°9~::r~~=~9;:;9~\=•'::·h:::n Mfa
GEOGRIO RElNfORCEMENT LENGTH,TYP£, AN0 SF'ACINGT0 BE0ETERMINE0 8Y0ESIGNENGINEER IrEJS~~ 1~~~N-REINFORCED RETAINING_ WALL
SCALE: J/e·-r

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RfVIEl',fD BY: CITY OF PLEASANT Hill.

FDR 1H£aTYENG/NEER
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stonn Water Monitoring & Reporting Land llevelopmont Engineering Environmental Engineering Mu~Engineering
SUMying.tllopping
Cons!N<:tionstalcing MILANI
2655 Slonwell DrlYe, Suite 105
Concord, Cl, 94520
Phone: (925) 674-9082
Fa,: (925) 674-9279
Web: www.mllanloaociatn.com DETAILS DESIGN: F1K &. LML I JOB NO: 1248 cm OF PLEASANT HILL CONTRA COSTA COUNTY CALIFORNIA I t"'~~l"'l,(i=n- k'i:lA I SCALE: AS SHOWN I A.

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Storm Water Monitoring a Reporting
Lond DM!opmont £ngineermg
Environmental Engineering Mumclpol Engineering
SUrveying & Mopping
Construction Stoking MILANI
~~ 2655 Sl4nwe// OriYo, Soila 105
Concord, CA 94520
Phone: (925) 674-9082
Fa,: (925) 674-9279
Web: www.mlloniassoclates.com
/ '1,1
r ~-f "Ll~Ll / ( / r ~ -I 6"(150mm) f- !lQru;_
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7 EXPANSION JOINT TO

ENGINEER'S DETAILS
SEEN07E3
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fPAVEMENT PER
DESIGN

DOCUMENTS

1. IT 1$ NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS ENGtHEERrNG ADVICE MAY BE REQUIRED.

2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS.

3. EXPANSION ANO CONTRACTION CONTROL JOINTS AND REJNFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL ANO CONCRETE SURROVNO. ENGINEER/HG ADVICE MAY BE REQUIRED.

SPECIFICATION CLAUSE
S20DK POWERDRAIN - LOAD CLASS A

GENERAL

TI-E SURFACE ORAJNAGE SYSTEM SHALL BE
POLYMER CONCRETE S200K CHANNEL SYSTEM WITH
DUCTILE lRON EDGE RAILS AS MANUFACTURED BY
ACO POLYMER PRODUCTS, INC.

CHANNELS
~ SHALL BE MANUFACTURED FROM
POLYESTER RESIN POLYMER CONCRE"tE wrrH AN
INTEGRALLY CAST-1N DUCTILE IRON EDGE RAIL

MINIMUM PROPERTES OF POLYMER CONCRETE WILL
BE AS FOLLOWS:

COMPRESSIVE STRENGlH: FLEXURAL STRENGTH:

TENSILE STRENGTH:

WATER ABSORPTION:

FROSTPROOF

DILUTE ACID AND ALKALI RESISTANT
B117 SALT SPRAY TEST COMPLIANT
14,000 PSI

4.ooo PSI
1,500 PSI

0.07"-
YES
YES
YES
THE SYSTEM SHALL BE e· {20Dmm) NOMINAL
INTERNAL. WIDTH WITH A 10.T {260mm} OVERALL
WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL
INVERT SHALL HAVE DEVELOPED 'V SHAPE. ALL
CH.t.NNB..S SHALL BE /NTERlOCKING wmf A
MALE/FEMALE JOINT.

TH£ COMPLETE DRAINAGE SYSTEM SHALL BE BY
ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR

PARTIAL SYSTEM DESIGN AND/OR IMPROPER
INSTAl..lATION WILL VOi) ANY ANO ALL WARRANTIES
PROVIDED BY ACO POLYMER PRODUCTS, INC.

4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE AP?ROX. 118" (3mm] ABOVE THE TOP OF THE CHANNEL EDGE.

CHANNEL SHALL WITHSTAND LOADING TO PROPER
LOAD CLASS AS OUTLINED BY EN 1433. GRATE lYPE
SHALL BE APPROPRIATE TO MEET lHE SYSTEM LOAD
Cl.ASS SPECIFIED ANO INTENDED APPLICATION

GRATES SHALL BE SECURED USING 'POWERLOK'
BOLTLESS LOCIONG SYSTEM. CHANNEL AND GRATE

SHALL BE CERTIFIED TO MEET THE SPECIFIED EN
1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED

IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS ANO RECOMMENDATIONS.

5. CONCRETE BASE THICKNESS SHOULD MATCH SlA8 THICKNESS. ENGlNEERING ADVICE MAY BE REQUIRED TO DETERMINE PROPER LOAD CLASS.

6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS.

S200K - POWERDRAIN - LOAD CLASS: A ACO Polymer Products, Inc.

Exposed Concrete Pavement ~!.W13~ 8~ 22
9470Pinecone0r.

Mentor,OH44060
Tel:4410-639-7230
Far440-639-7235
4211PlaalMtRd.

For1Mnl,SC29708
Tel:440-639-7230 - ~ - INSTALLATION DRAWING -ACO DRAIN ;:~~-= Fax:803-802-1063 Arizona Tel: 888-4!!0-9552 - e-mail: [email protected] Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 490 GOLF CLUB RD TENTATIVE MAP
C1-i<9ICE IN AGING

DETAILS

CITY OF PLEASANT HIU CONTRA COSTA COUNTY
APN: 153-030-004-3
SAHA MICHAEL E.MILANI
R.C.E.No. 35121ROO!SmA1DNEXP:Al:S09fJ0,'21
DESIGN: AK & LML I JOB NO: 1246
CALIFORNIA I ::;~0 ~~ & SMs I ~::'.~- :S~::V:21 I

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MILANI
2655 stanwefl Drive, Suite 105
Concm!. CA 94520
Phone: (925) 874-9082
Fox: (925) 674-9279
Web: www.milaniossociates.com
1WISl{(OCOWCN:ff S:ll~U tE 'lo
WIICNStDEWMJ(Nffi~l,/EIIOf ~
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Er:: IIOT POSSl8t.£. -. -. PARKING ANO - STREET MEDIAN C -
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Ctf.OICE IN AGING ~ SAtf.A

CITY DETAILS

COIITRA COSTA COUNTY
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L WORK WITHIN rtiE PUBLIC RtGHT-or-WJ.Y, © (;,ft;_TR>NS CLASS\ TYPE A PEAMl?.ABt..E L WORK TO BC DONE IN ACCORON«:f. WITH PtJBUC ·- E.NCY STH()MOS NtO SPECtrlCo\llONS. :>ERQRout<l smv!CE 11....ERT CU,S.Al SKM..L eE: NOTl'1ED IOR TO 8ECINNINQ WORK.
xeAvMlgN~ ~~~°cr~i't 1i J~Rf~~~~~~s
LEGEND
• IF CURB AND GJTTER ARE POURED SEPARAlE OF APRON 1HEN DOWC:LS ARE REQUIRED AT BACK OF CURB. 3' IN
CURB AND g• IN CENTER or APRON.

SEE DETAIL BElOW.
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PROJECT PHASING
PROJECT l QCA110N AND rnE1lQti Tl/[ PROJfCT IS LOCA!ED AT 490 GOLF CLUB ROAD IN PIEASANT Hll.l ll!TI/ A TOTAL PROJ[CT AREA Of 219,107 Sf. THE EXJSTING SH!: CONSISTS OF A CHOICE IN AGING (CIA) ANO CHOICE IN LEARNING (CU.) CHILDCARE CENTER AHO SENIOR HEAL TH CARE CENTER. THE PROJECT PROPOSES THE CONS71!UCTION OF Tl/Rf!: (J) NEW S1RUC11JRES. LANDSCAPING, A LOOP ROAO. AND PARKING 111TH THE CONS/VERA TION OF A STRUC11JRE FOR A FU11JRE CUNIC AND ASSIS!ED UWNG BUILDING. THE CONS71!UCTION OF THIS PRQJfCT ll!LL BE EX[CIJ!ED IN EIGHT (8) TOTAL PHASfS, Ml/CH ARE US!ED AJIDDEsa118EDBEl.OW.

PHASE IA- CHOICE IN LEARNING RELOCATION TO TEMPORARY LOCA710N THIS PHASE: CONSIS15 OF THE RELOCATION OF CHOICE IN LEARNING TO A 1!:MPORARY LOCATION, A PROPOSED CIA/CIL 1!:MPORARY DROP OFF, AND AN OUTDOOR SPACE. THE SPACE TD BE USED FOR THE TEJIPORARY CHIJCE IN LEARIIJNG LOCA Tl/XI IS THE SOUTI/VlfST CORNER Of THE EXJSTING STIIUC11JRE. AN EXISTING OUTDOOR AREA. ADJACENT TO THIS 8UIU!ING CORNER TO THE NORTHEAST. IIILL BE USED FOR THE 1!:MPORARY OUTDOOR SPACE. Tl/f 1!:MPORARY CIA/CIL DROP Off ll!LL BE LOCA 1W ADJACENT TO THE NEW ENTIIANCf TO Tl/f !EMPORARY CIL LOCATION TO 115 SOUTH. THIS PHASE MIL ALSO INCLUD£ A TEJIPORARY ',fH1C(E IURN-ARWNfJ IN THE NOR1HV£ST PORTION Of THE Sl!E FOR CIA/GIL USE. THf EXISTING PARKING SPACES 500111 CF THIS TO/Pa/ARY LOCATION OF CIL ll!LL R£MAIN BUT ll!LL BE RESTIIIPED TO INCLUDE WPORARY ADA COMPUANT PARKING STALLS AND ADA ACCESS TO 11/E NEW ENTRANCE INTO THE BUILDING. NEW FIRE WATER CONNECTION TO BE INSTALLED UNDER THIS l'fRIJlr. TO BE COIAPLITfD UIIDfJ1 sa>ARA lE PERIIJT.

PHASE rB: Sllf PREP 711/S PHASE CONS/S15 OF 11/f CONSTRUCTION OF A RETAINING WALL. UTIUTIES. THE LOOP ROAD, AND PARKING, AND THE DEMOLITION OF THf EXISTING CIL STRUC11JRE. 11/E NEW RETAINING WALL IS REQIJIRED ALONG THE NORTII ANO EAST Ull!15 OF 111£ S/1!: TO FACIUTA 1E GRAD/NC RECIJl11f.MENTS OF THE LOOP ROAD. ALL THE Pf/OPOSED U1111TIES LOCA 1W 'MTIIIN THE LOOP ROAD Fa/ THE PROJE:CT AR[ TO BE CONSTRUC7!:D DURING 711/S PHASE. THESE UTIUTIES CONSIST Of 80111 DRY AND ll£T UTIUTIES. Ml/CH INCLUDE STORM DRAIN, SfllfR, WA!ER, AND JOINT 1RENCH. THE 900' DRIVE ISLE ALONG 'MTI/ ADA, PARKING, LANOSCAPf, UGI/TING AHO CJ SHALL BE DfSIGN£D. INCLUDING Tllf 500' OF STORJI DRAIN TO BE INSTALLED IN Gaf O.l/8 ROAD. A NEW WATER WINECTIOII F1/0M CAJIEJ.. BACK ROAO ll!LL NEED TO BE DESIGNED. RECIPROCAL EAS£1,1EN15 llfLL NEED TO Bf PREPARED FROM CIA/CIL TO SAHA.

PHASE z· SAHA INDfffNQENT U';?NG CONS1RUCIION Tl/IS PHASE CONSrS75 OF THE CONSTIIUCTION OF THE NEW SAHA II/DfPENO£NT LJ-.rNG STRVC11JRE ANO 115 REOIJIRED UTIUTlfS. '(lf(ICH IS LOCA lrD IN THE EAS1ERN PORTION OF THE PRO.£CT S/!E.

THE PROPOSED STRUC11JRE IS A FOUR (4)-STORY SENIOR CARE CENTER. PROPOSED LANDSCAPING AND C.J PLANTER AREAS ll!LL BE CONSTRUC7!:D ADJACENT TD. AND IN THE SURROUNDING AREAS OF, THIS STRUC11JRE. FIRE LADOfR PAOS SHALL BE DESIGNED ANO SHOIW. FINAL UTIUTY COIINE:CTIONS SHALL BE SHOIIN. INCLUDING ADA ACCfSS AND PARKING NffDED FOR SAHA. fflAS£ I· NEW CHQIC£ IN LEARNING CONSTRUC TION 7HJS PHASE CONSIS15 OF THE CONSTRUCTION OF TH[ NEW CIL BUILD/NG AND 175 REQUIRED unUTlfS, KH/CH IS LOCA 1W /N 711£ NORTH CENTRAL PORTION OF THE PROJfCT Silt. A NEW DROP OFF LOCATION IS ALSO TO BE CONSTRVC7!:D DURING 1HIS PHASE ANO llfLL BE LOCA7!:D NORTl/llrfST OF THE NEW CIL BUILD/NG (NOR711 OF THE NEW CIA BUII.OING TO BE CONS1RUCTED IN PHASE 5). THE DEl/OUTION OF 11/E EX/STING WARD/DUSE/CIA STRUC11JRE SHALL BEGIN OUR/NG THIS PHASE TO ACCOIIIIODA 1E TIIE REQUIRED AREA FOR THE NEW DROP Off LOCA nON. PROPOSED LANDSCAPE FfA11JRES, A PLAYGROOND AREA. ANO C.J PLAN!ERS ll!LL ALSO BE CONSTIIUC7!:D ADJACENT TO THIS S1RUC11JRE TO FACIUTA!E THE NEW CHO/Cf IN LEARNING BUii.DiNG ANO OP£RATl(}>/S.

PHAS£ 4· PREP FOR NEW CHOICE IN AGING THIS PHASE: CONS/S15 OF TH£ IJD/aJTION OF TH£ TEMPORARY CIL STIIUC11JRE (CONS1RUC7!:D DURING PHASE: IA) AND THE COW'LETION OF THE 0£MOUTION OF THE EXISTING CIA STRVC11JRE IN PREPARATION FOR 11/E CONSTRUCTION OF THE NEW CIA BUILDING.

PHASE 5: CHOICE IN AG/NG CONSTRUCTION THIS PHASE CONS/S15 OF TH£ NEW CIA BUILD/NG AHO 115 REQUIRED UTIUTIES. MHICH IS LOCA lrD IN TIIE f!ESTERN PORTIQ'I OF 11/E PROJECT Sl!E. ADJACENT TO THE STRUC11JRE ARE LANDSCAPING AND C.J PLAN!ERS.

PHASE 6· COURTYARD CONSTRUCTION 7HJS PHASE: CONS/S15 OF TH£ DEJ/OUTION OF THE EXJSTING CIA STIIUC11JRE, AND Tl/£ CONSTRUCTION OF THE COURTYARD LOCAlrD IN TIIE SOUTH--a:NTRAI. P/JRTION OF THE PROJECT SITE THE COURTYARD CONSIS15 OF VARIOUS WALKWAYS AND LANDSCAPE FEATURES.

PHAS£ 7: fl/TIJRE CLINIC AND ASSISIDJ LIVING CONSTRUCTION THIS PHASE: IS RESERlfD Fa/ THE FU11JRE CONSTRUCT/ON OF A PROPOSED CLINIC AND ASSISTED UV/NG LOCA7!:D IN Tl/£ SOUIHERLY POR/ION OF THE PROPOSED COORTYARD (CONSTIIUCTED DURING PHASE: 6).

Stonn Water Monitoring & Reporting Land Development Engineering Environmental Engineering
~ociales
MILANI
2655 Stanwell Drive, Suite 105
Concord, CA 94520
Phone: (925) 674-9082
fax: (925) 674-9279
Web: www.miloniassociates.com
490 GOLF CLUB RD TENTATIVE MAP APN: 153-030-004-3
CH.DICE IN AGING ~ SAH.A Municipal Engineering
Surveying a: Mapping
Construction Staking PHASING NARRATIVE
M\CHAEL E.MILJV'« A.C.E. No.351'21AEGISTRA110NEXPIAESOQ/30/21 DRAWN: JMJ & SMS DATE AUGUST 2021

CITT OF PLEASANT HILL CONTRA COSTA COUNTY CALIFORNIA CHECKED, KRA SCALE, AS SHOWN -0-
50 ~
25 0 19 ,r =••-50·
REVIEWfD BY: CITY OF PLEASANT HILL
PERMIT fl.)EV

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PHASE IA: Choice In Leaming Relocation to Temporary Location

NEW RETAINING WALL
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L RElOCA TE CHOICE IN LEARNING TO A TEM

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...J \ _ ----r• --<~-±- __ J • _ _1 · ~~--- • r, ...._---......:::-=:::::----:.. .-·--· -.j·1,- ! · 0 " -- ! ' ---- -- I ./ -~h ~----=- - ! I :.: .J I IE)CHOICEIN • ~----------==- i ... -- 7,-__r ...u>oA>Ej . --~!!'!',?. _I ~~-~.-.--......__2:.-: ·1 - ................. 11111111 ' / -.~ - - .·
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,1 ~"~~---~ ~~ii•R~®~~j CHOICE IN AGING/ SAHA PHASING DIAGRAM 15.25.2021) Page lofB PHASE IA· CHO/CF /Ji.iliB.fil/Jf; !filQCAUQN TO IEMPORARY LQCAUOO 1HIS PHASE CONSISTS OF 1HE RELOCA110N Of CHOICE IN lEARNING TO A IEMPORARY LOCA110N, A PROPOSED CIA/CtL IDIPORARY DROP OFF, AND AN OOIIJOOR SPACE. 1HE SPACE TO BE USED FOR 111[ TEMPORARY CHOICE IN lEARNING LOCA 110N IS 1HE SOUTHWEST CORNEJ1 OF THE EXIS7ING STR/JCTUR[. AN EXIS'l1NG OUT[)()OR ARfA, ADJACENT ro THJS BUIIJXNG CORNER ro 111£ NORTHEAST. llfU.

BE USED FOR THE TflH'ORARY WTD<XR SPACE. Tllf TflH'ORARY CIA/ aJ. DRIP OFF llfU. BE LOCAmJ ADJACENT TO 1HE NEW ENTRANCE TO 711£ IDIPDRARY C/L LDCA110N TO 115 SOU1H. 111/S PHASE MILL ALSO INCWDE A TFJ,fPORARY VfHICU TURN-AROUND IN 1HE NOR1Hv.r5T POR110N OF 1HE Silt FOR CIA/CIL USE. 7HE E:XIS11NG PARKING SPACES SOU1H OF 1HIS ltMPORARY LOCA110N OF CIL llllL REMAIN BUT l\llL BE RESIRIPED TO INCWDE TEMPORARY ADA COMPUANT PARKING STAlLS AND ADA ACCESS TO 1HE NEW EJITRANCE INTO 1HE BUILDING. NEW FIRE WAID? CONNECTlOI/ TO B[ INSTAlLED UNDER THIS PE:RMIT. TO BE COMPlfmJ UNDER SfPARA I[ PERMIT.

PHASE 1B: SITE PREP

NEW RETAINING WAU

4.;;;:..~·-·-·1J::J·-·· ... •·,-•--11_1
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J -create separation -.::m LOOP ROAD ! . , use,_ consttucttonaocessand :1 - /-• .. -- • '""""""'"""'"""""- _!
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Temp. ootdOOr ----·-r--·f·~.:rt,; .I -~~~~----==------- j H / ~•m - - -- -- ➔ I "'--.Z:... .______-_ I r
• ~ llrvp<Jlf CHOICEIN J : ll)CIIOICIEII ~---........:_--..... ■ , 6 , · LEAMING , • .__
I , ■ <... . Ol"ICAMPUS RE-LOC~ E i-••-' ~ -_ - ■ lhL ~ __....... """""""""'/""" ~ ~ ----1 ' .. :[ .. -4J.""_ [j J 0~ ' - I , I \ J.~.J New1en1plencing / ,M l onlrom ,1 -----nr,-,-.-=- •..:.___:, __ : ·.:;; · - · ·-- ✓
CHOICE IN AGING/ SAHA PHASING DIAGRAM (5.26.2021)
PHASE IB· SI TC PRfP
"' "-
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1H1S PHASE CONSISTS OF 7HE CONS!RUCTlON OF A RfTAIN/1/G WALL, U11UTlES, Tllf LOOP ROAD, AND PARKING, AND 111[ DEMWT/ON OF 111[ EXJS1/IIG CIL S!RUCTURf. Tllf NEW RE:TAIMNG WAlL IS REQUIRED ALIX/G 111[ NOR1H Alll) EAST UIIITS OF THE Silt 70 FAC/UTAlt CIIADING RfQU//lfl,/[//15 OF THE LOOP ROAD. All 1H£ PROPOSED U1/U1/ES LOCAmJ 'MTH/N Tllf LOOP ROAD FOR THE PRo.ECT ARE TO BE CONSTRUCTED DUR/NG 1HIS PHASE. 1H£SE U11U1/ES CONSIST OF BD1H DRY AND ll£T U11U11ES, 11,f//CH INCLUDE STORM DRAIN. SEIIER. WA IDl, Alll) JOINT TRENCH. 7HE 900' DR/VE IS!£ ALONG 1111H ADA, PARKING, LANDSCAPE. UGl/11NG AND CJ SHAlL BE DESIGNED. INCLUDING 1HE 500' Of S70RII DRAIN TO BE INSTAil.ED IN GOU' CLUB ROAD. A NEW WAltR CONNECTION FROM CAM& BACK ROAD llllL NEED TO BE DESIGNED. RECIPROCAL EASEIIENIS 'MlL NEED TO BE PREPARED FROM CIA/CtL TO SAHA.

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2655 Slonwell Drive, Suite 105
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Fox: (925) 674-9279
Web: www.milanlaaoclotes.com
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CHOICE IN AGING ~ SAHA
PHASE 1 B: FINE GRADING PLAN (SOUTHWEST)
Cl1T OF PlEASAIIT Hill CINITRA COSTA COUNTY
MICHAELE.MLANI FI.C.E.No. 3512'1REGIS'TRAT10NE>CP1fl:SOQ,QQQ1 DESIGN: RK & LML JOB NO: 1248
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PROPOSED EVERGREEN TREE
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storm Water Monitoring & Reporting
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CHOICE IN AGING/ SAHA PHASING DIAGRAM (5.26.2021)
2655 Slanwell Omo, Sufte 105
Concord, CA 94520
Phone: (925) 674-9082
fa,: (92!1) 674-9279
Web: www.milonianockrtea.com
PHASE f· PREP FOR NEW CHOI~ THIS PHASE CONSISTS Of 71/E DEMOU110N Of THE 7El/PORARY aL S1111/CllJRE (CONSll1UCJED DURING PHASE 1A) AND THE COIIPL£110N Of THE DEIIWnON Of THE EXJS11NG CJA 57RIJC11JRE 1N PREPARA 110N FOR THE CONS111UCnON IT THE NEW CIA BU/WING. 490 DOLF CLUB RD TENTATIVE MAP APN: 153-030-004-3
CHOICE IN AGING ~ SAHA
PHASE 4: SUMMARY OF WORK
CITY OF PLEASANT Hill CONTRA COSTA COUNTY CALIFORNIA
M1CHAEl...£Ml.ANI
R..C.E.No.35121REGISfflAT10N~OOOCVl1
DESIGN: RK&LML I JOB NO: 1248

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Page 5 of 8 ends

Pleasant Hill City CouncilJanuary 24, 2022

Pleasant Hill City Council
January 24, 2022