#7 - Attachment 14UL �Y
AUG 2 7 2013
TOWN OF LOS GATOS
PLANNING DIVISION
u- I ?��-OC6
M - t3- M
ATTACHMENT 1 4S - 1-5. WE) -01
PP.OJECT DATA
4605.4
FIRE PPCITECTION NOTES
PROJECT ADDRESS: 550 HUBBELL WAY, L05 GATO5, CA
FAR 51RINMERS "Wara:
PATIOS 6 LANDINGS
GGG
AN AUTOMATIC SPWNKIPA 5Y5T SHALL BE PROVIDED IN ALL N RV
OWNER: GREGORY HOWELL
TOTAL HARD$GAPE
STauCNRES.
_ 3x
ISCIL 10N: ANY NON-NABRADIE5TRUC URS ACG650RYTO51NGIE
f
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FAMILY REEMMSU'ro THAT NAVE A GROSS ftOORAREA OF 50050.
PROJECT DESCRIPTION:
DESIGNREVIEW SET
ff. OR Don.
NOTE COVERED PORCHES, PAPOS, BALCONIES. AND ATTIC SPACES
REMOVE EXISTING I - STORY HOU5E AND BUILD PNNEW
MAY ACQUIRE MIRE SFWNMER COVERAGE. A STATE OF CALFORNIA
2 51NGIE FAMILY HOUSE
.iewll rHm,u,
UCM5EO 14161 Flag PROTECTION CONTRACTOR SMALL 5UDMD
-5TORY
PLANS, CAl[LIT0N5, A CO"FUCTED PfNAN APPLICATION ANB
APPROPRIATE ran To 115 DEPAR 11 FOR READY AND APPROVAL
WIN: 529 -09 -03G
O
PMCKTO BEGINNING TMCB WORK
r
PRfMME51PaUTUCATON:
Ps,
v
APPROVED NUMBERS OR AODRE55C5 5HNL BE PLACED ON ALL NEW
EXISTING LOT SIZE: 15,165 $Q. FT.
AND EMnLSG LSILDING5 IN 5UCH A POSTON AS TO BE PW NLY
Y"_ 9i '
VISIBLE AND LEGIBLE FROM ME 5MUE7 OR ROAD FRONTING THE
AVERAGE LOT SLOPE:
❑
PROPERTY. NUMBER55YALL C MANnT MIN THEIR MADWROUND
.00229 .(490) . 2 = G.4 o
WATER SUPPLIES PROTOGIL
0.345
POTABLE WATER ED PPI16'SHALL BE PROTECTED FROM
COMAMINA ¶ON CAUSED BY RR£ PROTECNON WATER 5UPPUM. IT 0
O
ME NR5PONnM.O1 RHe APPUCAM AND ANY CONTRACTORS AND
HOUSE 1: 4,2725E LOT 51ZE
HOUSE 2: 4,215) SF LOT
SUBCOMRACTOR5 TO CONTACT ME WARR PURMCK SUPPLYING
TLC San of 5ucK PROJECT. AND TO COMPLY WIN MC
BUILDING AREA
BUILDING AREA
ErQMIKDMeBT5 OFME PURVEYOR 50Cn REOU1NEMENT55HALL an
15T FIR 919.3
I ST FIR 919.3
INCORPORATED IMO Me De5IGN OF ANY WATER.BASED FAR
PROTECTION 545TW5. ANDpR FAR 5JPPRe5510N WATERSUPPLY
2ND FUR 980
2ND FIR 9,50
515TEM5 OR5TQMGC CONTAINERS THATMAY BE PHYSICALLY
TOTAL 1,899.3
TOTAL I,B99.3
CONNPGTQO IN ANY MANNfRTO AN APPLIANCE LAPABIE OP CAUSING
COMAMINAPONOFMr POTAULEWATER5UPPLYOFTFE PURVEYOR
GARAGE 239.9
GARAGE 239.9
or arccan. rMALAFPROVAL OFME5Y5Tr ALS UNDER
CON5IDPRAEON WILL NOT BE GRAMED BYME F RE DEPT. OFLGE
COVERED PORCH 27.5
COVERED PORCH 27.5
uNnLCwnruAxce wxn Me RfWIRFMEMS OFME wpiIR
PARKING: 25PACE5
PARKING: 25PACE5
KVEYOROFRFfURDAR MMMWIPDDYMATFURV ORAS
(I OPEN, I GARAGE)
(I OPEN, I GARAGE)
N
nNANDECENMETBYMEAPPUCAN651.
HOUSE 4: 3,307.3 5F LOT 51ZE
HOUSE 3: 3,370 SF LOT 51ZE
BUILDING AREA
BUILDING AREA
IST FUR 672
15T FIR 672
2ND FIR 965.9
Pi
2ND FIR 965.9
TOTAL I.G37.9
TOTAL I,G37.9
GARAGE 471.5
GARAGE 471.5
COVERED PORCH 58
COVERED PORCH 58
PARKING: 2 GARAGE SPACES
PARKING: 2 GARAGE SPACES
U15TING BUILDING AREA: 2,784 SO. ET.
EXISTING IMPERVIOUS COVERAGE 1,025 50. FT.
PROPOSED COVERAGE
BUILDINGS
4605.4
PORCHES
ICI
TOTAL STRUCTURAL COVERAGE = 4766.4 =31.49
PATIOS 6 LANDINGS
GGG
DRIVEWAYS& WAIK5
3412
TOTAL HARD$GAPE
4078 =2G.9%
O
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ADDITIONAL
S
TRADER WALL �JJ/ ULL
SUPPORT POST 5T
4' CO.
TYPICAL REDWOOD SITE FENCES No Scale
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- RIDGE ELEV - 395.9'
TAMARACK APARTMENTS
2- STOREY BUILDING OVER PARKING
VICINITY MAP
AVE0. DRIVEWAY
,c2
51 N 73'25 40'.Vbl 38. 00'
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205
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CHRIS SPAULDING
oA RC H I T E C To
ADS CAMd1A STREET SUTTEE
BERKELEY CALWORNIA 99710
BUN 52] -599] FAX O HU 520.59J9
111IG
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REVISIONS
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PLANTING KEY
SYMBOLS
BOTANICAL NAME
SIZE
SHRUBS, PERENNIALS,
GROUNDCOVER
14"
4
R- anar.5 OlLUmlrs
5GAL
G
Unndala Prwnwe
5 GAL
7.8
rmcmmm I-. Vl -,,U'
S GAL
Caryenhua ra4fornip'BuSM1 Anemone'
S GAL
fa.
&NUm f- Cma m'rm'm Madera'
5GAL
1
d
Hal -l—, lla'PUrFN, Sage
5GAL
Co -flan. Carmel C,-,&
5 GAL
W
p1..1
F-tu- alLmr- 'Cald —a Fescue'
S GAL
Pen54mon Appa, Blmsom'Beaad Tmg,C
5GAL
Y:a_y' ......__.__
Co.. h md- Hybmd Mr. C -II-e
5 GAL
6'NN/RE1Y
A�yu0a. faMrs &MSm"t F.yarcoPax
5GAL
3
Engemn marIAamn Santa Farb.. da.5ta
5 GAL
FTNLES, TPIGII.
AIT-
5 GAL
I
M ma m aurenpa—
5 GAL
12 MIGN 0 ENpEPS
Wpmus almdr—
5 GAL
H -aaar. M1 draH a
5 GAL
aca
Frys m m Irarc mm
5 GAL
TM ns w
PUNT
Verb—
FIAT
5e mn
PLAT
GRASS
TREES
. LYIF --I
COAST NVC OAR
48'bm
CREPE MvRTIE
48'bw
CRCPC MT.Rf
30
ITALIAN CYPRESS
24 -bm
ALL PROPOSED 5HRU05, PERENNIALS, AND
GROUNDCOVER ARE ON THE SANTA CO RA VALLEY
WATER DITRKTS L15T OF DROUGHT TOLERANT
PLANTS
EXISTING TREE5 TO REMAIN
NO.
SPECIES
SIZE
3
EUCALYPTUS
14"
4
OAK
6"
TREE REMOVAL SCHEDULE
NO.
5PEOE5
51ZE
J.2
PEPPER
3G-
5
ACACIA
8°
G
MULTI ACACIA
I d' BASE
7.8
ACACIA
14"
G 1.2 ALL J I TWA ADBRONA-
SUPPORT P05TQ
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F-MIN.
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TAMARACK APARTMENTS
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TPGNOV N °IBD' I�20.
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ORAWMOB PREPARED BY
CHRIS SPAULDING
- ARCHITECT -
801CAMELIASTREEi SUTTEE
BERKELEY CALTORNIA 9010
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HOUSE #3
PAMNG LOT OF f
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OOMPIEX
a FRM.L TION OF nc 1 STORYHOUSE
1 1 .dn •noo
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HUBBELL WAY (W/D9TH VA'
B /ES)
6wmnY'EVVtlM urt) / R.A g'0..
SOLAR SHADOW STUDY I "= 10-011
PROPOSED
PROJECT
5GO UNIVERSITY AVE
225 HUBBELL WAY
50LAP. SHApOW TABIE
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222 AVERY IANE 550 UNIVERSITY AVENUE 1
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DRAW OSPREP DBY
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DRAW GS PREPARED BY
CHRIS SPAULDING
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301CAMELN STME SIIIIEE
BERKELEY CPLIFg 94110
(510) 521 -599) FAX(510) 511 -5599
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REVISIONS
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LEFT -SIDE ELEVATION 1/411= 1' -0" FRONT ELEVATION 11411= 1' -0"
RIGHT -SIDE ELEVATION 1/4 "= 1' -0" REAR ELEVATION 114 "= 1' -0"
DRAWBJGSPBEPABEDBY
CHRIS SPAULDING
-ARCHITECT -
aolcA bksTREEf SMEE
BERKELEY CA TORNIA 94710
(BB 520.5997FN (510) 52 -5999
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GENERAL MOLES
1, ALL WORK SHALL BE PERFORMED IN CONFORMANCE WHO THE FOLLOWING
A. APPLICABLE SECTIONS BE ME STATE OF CALIFORNIA DEPARTMENT OF
MANSPORTA ➢ON STANDARD SPECIFICATIONS LATEST EDITION,
HEREINAFTER REFERRED TO AS "CALMANS ",
B. TOM BE LOS GATOS STANDARD SPECIFICATIONS AND DETAILS FOR
PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE.
C THESE PLANS AND DETAILS.
B STANDARDS OF ME UNITED STATES DEPARTMENT OF LABOR,
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATOR , OFFICE OF
STANDARDS AND RULES OF ME STATE DIVISION OF INDUSTRIAL SAFETY,
E RECOMMENDATIONS BE ME SOILS INWSRGARON PREPARED BY
JOE CONSULMNG INC., FILE NO 1525, DATED FEBRUARY 25, 2013
INVITED "GEOTECHNICAL INVESTIGATION, FOUR NEW RESIDENCE
550 HUBBELL WAY LDS GATOS, CA °, AND ALL SPECIFICATIONS
CONTAINED MERFJN, AS WELL AS SUBSEQUENT RENEW LETTERS AND
OMER RECOMMENDATIONG SET FORM BY ME SOILS ENGINEER.
F. TOM OF LOS GAMS GRADING PERMITS.
WHERE CONVICTS EXIST BETWEEN ANY OF ME ABOVE LISTED
SPECIFICATIONS. M£ MOST STRINGENT LISTED SPECIFICATION SHALL APPLY.
2. IT IS ME RESPONSIBILITY OF ME CONIRACIM TO SECURE ALL PERMITS
NECESSARY TO PERFORM ME WORK. INCLUDING BUT NOT LIMITED TO WORK IN
M£ PUBLIC RICHT -LIE -WAY, TRADING TREE REMOVAL, ANO UTILITY
MODIFICATIONS
3. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR AND MATERIALS
NECESSARY TO PERFORM ME WORK SHOWN ON MIS PLAN.
4. IT SHALL BE ME RESPONSIBILITY OF M£ VARIOUS CONTRACTORS TO
CWROINAIE THEIR WORK SO AS TO ELIMINATE CONFLICTS AND WORK
TOWARD ME GENERAL GOOD AND COMPLETION OF THE ENTIRE PROJECT
5 ALL WORKMANSHIP AND MATERIALS FURNISHED BY ME CONTRACTOR
SHALL BE ME KIND AND QUALITY DESCRIBED IN M£ SPECIFICATIONS AND
SHALL BE FIRST CLASS THRWGHOUT NEITHER FINAL ACCEPTANCE NOR FINAL
PAYMENT BY OMER SHALL RELIEVE ME CONTRACTOR OF RESPONSIBILITY
FOR FAULTY MATERIALS OR WORKMANSHIP.
6. IN ME EVENT OF ANY CONFLICT BE INFORMATION SHOWN DO THESE PLANS
OR ANY CONFLICT BETWEEN THESE PLANS AND THE INTENT OF A CONSISTENT
AND FUNCTIONAL PRODUCT, THE CONTRACTOR SHALL SO NOTIFY M£ OWNER
IN WHING UPON WHICH NOTICE ME OWNER SHALL RESOLVE ME CONFLICTS
BY ME ISSUANCE OF A WRITIEN ORDER, REVISED PLANS OR BOTH ME
CWRtACTOR SHALL BEAR FULL COST AND RESPONSIBILITY FOR WORK
AFFECTED BY SUCH CONFLICTS AND PERFORMED BY CONTRACTOR PRIOR TO
SUCH NONCE TD ME OWNER AND ISSUANCE OF SUCH ORDER AND /OR REVISED
PANS.
7 CONTRACTOR SHALL PROVIDE ADEQUATE OUST CONTROL AT ALL TIMES AS
REWIRED BY OWNER'S REPRESENTATIVE
B. CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION M AMD
DAMAGE TO ANY EXISTING TREES ON SURFACE IMPROVEMENTS OR TO ANY
EXISTING DRAINAGE STRUCNRE WATER STRUCTURE, SEWER CLEANOUTS
MANHWES, OR JUNCTION BOXES FOR UNDERGROUND ELECTRIC, GAS,
TELEPHONE, CABLE TV' STORM, SANITARY, WATER OR OMER URLIRES
WHICH ARE TO REMAIN IN PLACE AND SHALL BEAR FULL RESPONSIBILITY FOR
ANY DAMAGE MER£ID.
9 ALL KNOWN ESRNG UTILITY LINES ARE SHOW FOR INFORMARON ONLY
CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE
TO ANY EXISTING UTILITY LINES OR FACIUMES TO REMAIN IN PLACE.
WITMER OR NOT SUCH FACILITIES APPEAR ON THESE PLANS, AND SHALL BEAR
FULL RESPONSIBILITY FILL ANY DAMAGE THERETO.
10. CONTRACTOR SHALL CONTACT DOM UNDERGROUND SERVICE ALERT
(BOG -22] -2600) AND ME AFFECTED UTILITY COMPANY PRIOR TO STARTING WORK
TO REQUEST AND OBTAIN THE MARKING BE EXISTING UNDERGROUND FACILITIES
IF AT GW4MACTOR "S EXPENSE, ENGINEER FOR OWNER SHALL FURNISH
ROUGH GRADE AND FINAL GRADE STAKES ONCE ONLY FOR STREET AREAS AND
DRIVEWAYS IN ADDITION ENGINEER FOR OWNER MILE PROVIDE LINE AND
GRADE STAKES FOR URLIRES AND CURB MO GUTTER ANY REPLACEMENT OF
STAKES FURNISHED BY ENGINEER SHALL BE AT M£ CONTRACTOR'S EXPENSE,
CONTRACTOR SHALL PRONOE SUPPLEMENTAL GRADE STAKES IN ADDITION TO
THOSE FURNISHED BY ENGINEER. AS REQUIRED TO COMPLETE ME GRADING TJ
ME LINES AND GRADES SHOWN ON ME PLAN.
12. INSPECTION OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF REWIRED INSPECTIONS MEN M£ APPROPRIATE TOWN
DEPARTMENTS
IS ENGINEER SHALL BEAR NO RESPONSIBILITY FOR METHODS AND
PROCEDURES OF WORK ESTABLISHED BY CONTRACTOR, J09SRE CONDIRONS
JWSITE SAFETY OR CONFORMANCE MO SAFETY PROCEDURES AND
REQUIREMENTS
14. IN CONFORMANCE WiM GENERALLY ACCEPTED CONSTRUCTION
PRACTICES ME CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR ME JWSHE CONDITIONS DURING M£ COURSE OF
CONSTRUCTION OF ME PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTI: MIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT
BE LIMITED TO NORMAL WORKING HOURS ME CONTRACTOR SHALL
INIDDRI FY AND HOLD HARMLESS BOTH M£ OMER AND ENGINEER FROM ANY
AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WIN ME
PERFORMANCE OF ME WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING
FROM ME SOLE NEGLIGENCE DF ME OWNER OR ENGINEER.
DESCRIPTION
C -1
PROJECT INFORMATION
SAN JOSE, CA 95129
550
HUBBELL
OWNER/ GREGORY HDIEL_
SURIX&R: 17230 BUENA VISTA PARTNERS U.C.
CONCEPTUAL GRADING
& DRAINAGE
PLANS
410 No.
95030 AVENUE
LOS CA". CA 95030
1
ATER:
SAN
SAN CO.
(40B)35ANTA
(40B) 355 -1500
FOR A FOUR LOT
SUBDIVISION
AT
SURVEYOR: MARK A. H£LTON
4880 RI&KUL( INC
4880 T£YFNS CF£EK BLVD., Q 205
10. CONTRACTOR SHALL CONTACT DOM UNDERGROUND SERVICE ALERT
(BOG -22] -2600) AND ME AFFECTED UTILITY COMPANY PRIOR TO STARTING WORK
TO REQUEST AND OBTAIN THE MARKING BE EXISTING UNDERGROUND FACILITIES
IF AT GW4MACTOR "S EXPENSE, ENGINEER FOR OWNER SHALL FURNISH
ROUGH GRADE AND FINAL GRADE STAKES ONCE ONLY FOR STREET AREAS AND
DRIVEWAYS IN ADDITION ENGINEER FOR OWNER MILE PROVIDE LINE AND
GRADE STAKES FOR URLIRES AND CURB MO GUTTER ANY REPLACEMENT OF
STAKES FURNISHED BY ENGINEER SHALL BE AT M£ CONTRACTOR'S EXPENSE,
CONTRACTOR SHALL PRONOE SUPPLEMENTAL GRADE STAKES IN ADDITION TO
THOSE FURNISHED BY ENGINEER. AS REQUIRED TO COMPLETE ME GRADING TJ
ME LINES AND GRADES SHOWN ON ME PLAN.
12. INSPECTION OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF REWIRED INSPECTIONS MEN M£ APPROPRIATE TOWN
DEPARTMENTS
IS ENGINEER SHALL BEAR NO RESPONSIBILITY FOR METHODS AND
PROCEDURES OF WORK ESTABLISHED BY CONTRACTOR, J09SRE CONDIRONS
JWSITE SAFETY OR CONFORMANCE MO SAFETY PROCEDURES AND
REQUIREMENTS
14. IN CONFORMANCE WiM GENERALLY ACCEPTED CONSTRUCTION
PRACTICES ME CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR ME JWSHE CONDITIONS DURING M£ COURSE OF
CONSTRUCTION OF ME PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTI: MIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT
BE LIMITED TO NORMAL WORKING HOURS ME CONTRACTOR SHALL
INIDDRI FY AND HOLD HARMLESS BOTH M£ OMER AND ENGINEER FROM ANY
AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WIN ME
PERFORMANCE OF ME WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING
FROM ME SOLE NEGLIGENCE DF ME OWNER OR ENGINEER.
LOS GATOS,
GRADING AND PAVING NOTES
L WORK SHALL CONSIST BE ALL CLEARING GRUBBING AND STRIPPING
PREPARATION OF LAND TO BE FILLED, EXCAVATION SPREADING COMPACTION
AND CONTROL OF 1H£ FILL, AND ALL SUBSIDIARY WORK NECESSARY TO
COMPLETE THE GRADING TO CONFORM TO ME SPECIFIED SOILS
INVESTIGATION REPORT.
2. ME CONTRACTORS ATTENTION IS DIRECTED TO M£ GEOTCHNICAL
INVESTIGATION PREPARED BY JF CONSULTING INC. IN MARCH 2011
A COPY OF MIS REPORT IS ON FILE AND CAN BE RENEWED IN ME
OFFICES OF ME OWNER
3 ME CONTRACTOR'S ATTENTION IS OIRECIEB TO THE TOM OF LOS
GATOS ENCROACHMENT PERMIT AND GRADING PERMIT FOR ME PROJECT
CONTRACTUR 15 RESPONSIBLE TO VERIFY THAT PERMITS ARE IN ORDER PRIOR
TO STARTING WORK ON THE PROJECT. CONTRACTOR SHALL ADHERE TO ME
REQUIREMENTS M£REOF.
4 M£ CONTRACTOR SHALL NOTIFY ME SOIL ENGINEER JF CONSULTING
INC, PHONE (408) 867-6321 MO ME TOM OF LOS GATOS, AT
LEAST FORTY EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF ANY GRADING
OPERATIONS ON -SIZE
5 A REPRESENTATIVE OF ME SOILS ENGINEER SHALL BE ON SITE DURING
GRADING OPERATIONS AND SHALL PERFORM SUCH IESTING AS DEEMED
NECESSARY. ME REPRESENTATIVE SHALL OBSERVE ME GRAOING OPERATIONS
FOR CONDITIONS MAT SHOULD BE CORRECTED, AND IDENTIFY MOSE
CONDITIONS IBM RECOMMENDED CORRECTIVE MEASURES TO ME
CONTRACTOR.
IF IN ME EVENT MAT ANY UNUSUAL WADIRONS NOT COVERED BY THESE
NODS AND ME SOILS INVESRGARON ARE ENCOUNTERED DURING GRADING
OP£RARONS M£ SOILS ENGINEER SHALL BE IMMEOIATTLY NORREO FOR
BIRECRONS.
Z ALL EXISTING TRASH. DEBRIS. ROOTS MEE REMAINS AND OMER
RUBBISH SHALL BE REUGWD FROM ME SIM 50 AS TO LEAVE ME AREAS MAT
HAVE BEEN DISTURBED WITH A NEAT AND FIN15HED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. NB BURNING SHALL BE PERMITTED.
CALIFORNIA GAS GRAN: PG&E O LOS CA IDS
8. FILL SHOULD OE PLACED IN THIN (B" LOOSE), HORIZONTAL LAYERS AND MEN
WATER - CBNOIRONEO AND COMPACTED. (AS PER SOILS REPORT).
TOWN OF LOS GATOS STANDARD GRADING NOTES
L AN work shag cn(O(m to Chapter 12 of ma I.- of ms Colas Gradle, Gramme,
the achired Calif ..is Building Code and the ).fast edition of the Sion shard
Specifications for Public Wdrks COnsfmclbn except Os specified alherwise n Mod
,Ions and details.
AND well may be started on -site without an approved Goading Plan and 0 Grading
Permit issued by the Town of I- Gatos, Public Works OepOrtmenf located at 41
Was Avenue. Las Gatos, CA 95030
3 A Pre -Job meeting shall be held with the Time Engineering Inspector from the
Deportment of Parks and Public Works prior to any wok being done Me
Contractor shall the the Inspections Line at 408,399.971 at least 48 hours prior
to any grading or manta wok. This meeting should Resude:
o.A discussion of the p(ojeot cndtfns o1 approval, working hours, all.
other and oth nsincrium motters.
d Ackmadholgement in writing (hut Canimctar end Apµlicnl hove -ad and
un dersfund the project conditions of approval, col e make certain Ihot .11
wool h d that afeet, ofhthe projecad ndtlitnand the. rvavtt .111 becpostedsoa
site of all lames during construction.
c w
4 Approval of plans does not release the developer of the dow,unsDlily for the
correction of anhookes, errors, r omissions contained therein. If, during the
of constmct /on of the /mprvvearem s, public N(.,Let and safely requires v
modl0celivn or departure from if. Town SpecihcAbns Or these improvement
pions, the Tawn Engineer shall hove full oeffort, Id rw,dwa such modf6.tfn or
departure and to specify the manner to which the som a Is to be mode.
d Apprevol or this plan applies only to Me pad/n, excavation, placement, and
ch olev llto either earth motendls. This approval does not cnrer any rights
entry of i public Property or the private property of O(hvs and does net
constitute appmeol of any other improvements.
&Exwwled material shall be placed fn the Fill areas designated Or shall be needed
way from the site to be disposed of at approved Hindr ,(s).
7 I shall be the responsiblfty of the Prounn ee or Contract- Iv idenhfY, locate and
,-led oil underground facilities . Permillee o Contracts, shall redup USA
(UndamEcund Go-- Alert) of 1- BOO -227-2600 o minimum of 48 hours but not
more than 14 dogs prior to commencing all work.
BAG grading shall be performed in such o muldner as to comply with the standards
established by the Air Quality Management District Tar oiNOms purttculales.
I The Contractor shall rachi with all IocoL state and federal Ivor; codes, -I.. sad
Died.bn5 governing the lwak khatifred an these p /an. Tess shell iac /ode,
.(beat Ifmitotion, safety and health rules antl regulation established by Or
oant is the Occupational Safe! and Health Act or mean applicable public
uth elf, p Y say PP P
10 Now General CnGOCt., seal evade ached . sia a he job si e a al
pr q ,ern 1
times Burin slrvdi -.
gc on
11. H- iznlal and ver6wl conlmis shall be call and arliflid by o licensed c—,x-
or
registered civil engineer quo/ified to practice land surveying, for Ne following
Items:
o. Retaining wall- -top of wall elevations and locations (oil walls to be permitted
calue.lely and applied far at the Town or Los Gofers Build;., Deportment)
b. Tile pod top of cut and fill slopes
ELECTRICTY.. PG &E
TELEPHONE PAC BELL
CABLE TV: COMCAST
TOTAL DISTURBED AREA- 15,1651 Sr
12. Prior I. is ad any permit, the applicants sags engineer shall review the
hnol g,.dingsandcNainaga plans to m e the( designs far foundation, wretoining
waits, site grading. and site andini rre in accordance with their recommenao0ns
ono r the Pee comments. me applicant's sells engine approval shell then
be --,d to the To- either by letter ar by signing theeplons.
Sags Eny r
..P Report ON61N4 P.O. BOX 0.536 SARAIDGA CA 9fi0]I -0536
Rerere e thoroughly Report 15R dated FEBRUARY 24 TI113
shall ea ehhold compbea wiM. BaN the died and sport antl any his ell
updates /nddendums/leflers are hereby appended and made a port of this grading
plan.
13 During construction, lilt excavations one grading shall be inspected by the
applimnte sal, engineer the engineer shall be notified at least 48 hours before
Indicate, any 9ma /n0 The engineer shall be aPull. to verffY that the ..$us[
condition are - Bnticipoted ad the design -level ge0technic.1 report Bailid
provide appropriate changes to the r.part recammendetfons, re necessary. All
- observed halo r unapproved grading shall be removed and replaced under soils
engineer observance (the Town Inspector shall be mad. a-- of any - ,.!,ad
drones prior to walk half, PeAmmed).
14. The results of The construction obserwtton and testing should be documented in
° .-Lost' lathe /epert prepared by the applfcuNS' sails scithaer odd
submitted for the I.-. revs antl acceptance befre real release of any
occupancy permit fs granted.
ew
IS All private and public streets accessing Project Site shall be kept open and in o
safe, drove -obi, .-cities throughout cnsbac6af. 11 temporary No.- I. needed.
than formal written notice to the odNce -t neighbors and the Town or Los Get -
Public Works Department shall be provided at trust n week in advance of closure
antl n0 do— shall be g-.led without the express wHit- Bppmval of the Tawn.
No material or equipment shall be stood in the public or private right -of -way.
IT The contractor shall install antl malntle. fence . bar,, -,. lights Odd signs that
a- neressary to give it ...is wamfng antl /prvtectfan la the public at all tones.
17.0 wner�Ayylice C 1]230 DUENA VISTA PARMER$ LLC. _ pAOfe:
�40OT 355 -150D
18. General Contractor (If .- liable)_
19. Graefng Contractor (I( owgable): Phone:
Phone.
20
o.Llrh __I05_ CY Export, 0- _ CY
6 Fill 350 _CY Impot =45 BY
21. Voter shall be .- liable ren the site of all times during grading diddifi ser to
properly mofnfoin dust rentrW.
22 Has pion does not approve the removal of frees. Appmpriote tree removal
permits and methods ar tree Presesvoffan shall be required Tree Removal Permits
are required prier to the oppmwl of all plans.
23A Town Encasement Permit is required far any work wfthfn the public
right -of -way. A Slate Ecmachment Permit is required for any work wllhfn Sfafe
right- Or -wey (if applicable). Be Permitted antl /or Contractor shall be Ho nsible
coordinated, impaction ile6urmed by other gxvemmen s? agencies.
Sir. c ss lot dr ... a,. wgl be permitted without smisfactoy storm set,
aCCeaftnce deed /rOClitfes. All drainage shell be directed to the street or other
cceptable droenage fevlfty We is non- emsrve method - Oppmvetl by the I.-
Engfneo-
25. It is the -so ... Ilely of chat r..tor and /or owner to make sue that all I,,( tracked into the public right -of -way is cleaned up o o daily basis Mud, el,
conerefic and other crostruclin debris SHALL NOT be washed into the I.-.
at— dfams_
26 Good housekeepNg practices shell be observed at all Rude during the Course of
construction. Superintendence Of construction shall be ififeenfly performed by o
perm or persons wartlashbod to do so al all (lees down, woAfng hours. fie
storing of goods rod /w materials n the sidewalk antl /Or the slreel fall not be
allowed unless is spoctal Permit fs issued by the Eghousi , Division The adpcent
public unhl -lid ..y shall be kept do., of all job related dirt Oad debris at the
end of Me day. Failure to maintain the public right -of -way am.. eve, In this
mnditin may result in the IDrvn performing the required maintenance of the
developers expenre.
27Gruclog shall be underfakal in accedence with ...offsets and requkements Or
Me Protect Storm Winter Polludim Control Plan and /or St-m Wale, Pollution
Prevention Plan, the Town of Los Cotes Sfom Water Quality M .... appeal Piogmm.
Nabond Pollutant Discharge Elimination Sytem (HIDES) and any other
permits /requirements
l ued by the State r California Regional Wafer Onglity
Central Board Plans (1-uding 011 upool..) shall be -site at all times . Me direct
storm water discharges ( developmmt will be allowed onto Town effects or
onto the public storm drain system without treatment by he approved storm oat,
pollution prevention eeuice or other approved methods. Maintenance a( private
.term water pollution prevenfi- devices ehdl be the sole relconsbility of the
r Discharges e.han without treatment b a oved and sae da
9 Y n approved 9u Y
nmun .corm wofere dmfi- y, In device a after a elide - of I ,hml
ape 9 p ,rev yyr
be C nStled- o r Onfint at the oboe= re/ermae paring one N. Town of Ln.
cam: smimwafer wamn=e.
TI
VICINITY MAP
N.T.S.
SHEET INDEX
SHT. NO.
DESCRIPTION
C -1
COVER SHEET
SAN JOSE, CA 95129
550
HUBBELL
WAY
ABU
(408) 615 -4000
13
C -5
BLUE PRINT FOR A CLEAN BAY
1
ATER:
SAN
SAN CO.
DAY
!.I
WATER METER
SANITARY SEWER
WVSB
LOS GATOS,
GRADING AND PAVING NOTES
L WORK SHALL CONSIST BE ALL CLEARING GRUBBING AND STRIPPING
PREPARATION OF LAND TO BE FILLED, EXCAVATION SPREADING COMPACTION
AND CONTROL OF 1H£ FILL, AND ALL SUBSIDIARY WORK NECESSARY TO
COMPLETE THE GRADING TO CONFORM TO ME SPECIFIED SOILS
INVESTIGATION REPORT.
2. ME CONTRACTORS ATTENTION IS DIRECTED TO M£ GEOTCHNICAL
INVESTIGATION PREPARED BY JF CONSULTING INC. IN MARCH 2011
A COPY OF MIS REPORT IS ON FILE AND CAN BE RENEWED IN ME
OFFICES OF ME OWNER
3 ME CONTRACTOR'S ATTENTION IS OIRECIEB TO THE TOM OF LOS
GATOS ENCROACHMENT PERMIT AND GRADING PERMIT FOR ME PROJECT
CONTRACTUR 15 RESPONSIBLE TO VERIFY THAT PERMITS ARE IN ORDER PRIOR
TO STARTING WORK ON THE PROJECT. CONTRACTOR SHALL ADHERE TO ME
REQUIREMENTS M£REOF.
4 M£ CONTRACTOR SHALL NOTIFY ME SOIL ENGINEER JF CONSULTING
INC, PHONE (408) 867-6321 MO ME TOM OF LOS GATOS, AT
LEAST FORTY EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF ANY GRADING
OPERATIONS ON -SIZE
5 A REPRESENTATIVE OF ME SOILS ENGINEER SHALL BE ON SITE DURING
GRADING OPERATIONS AND SHALL PERFORM SUCH IESTING AS DEEMED
NECESSARY. ME REPRESENTATIVE SHALL OBSERVE ME GRAOING OPERATIONS
FOR CONDITIONS MAT SHOULD BE CORRECTED, AND IDENTIFY MOSE
CONDITIONS IBM RECOMMENDED CORRECTIVE MEASURES TO ME
CONTRACTOR.
IF IN ME EVENT MAT ANY UNUSUAL WADIRONS NOT COVERED BY THESE
NODS AND ME SOILS INVESRGARON ARE ENCOUNTERED DURING GRADING
OP£RARONS M£ SOILS ENGINEER SHALL BE IMMEOIATTLY NORREO FOR
BIRECRONS.
Z ALL EXISTING TRASH. DEBRIS. ROOTS MEE REMAINS AND OMER
RUBBISH SHALL BE REUGWD FROM ME SIM 50 AS TO LEAVE ME AREAS MAT
HAVE BEEN DISTURBED WITH A NEAT AND FIN15HED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. NB BURNING SHALL BE PERMITTED.
CALIFORNIA GAS GRAN: PG&E O LOS CA IDS
8. FILL SHOULD OE PLACED IN THIN (B" LOOSE), HORIZONTAL LAYERS AND MEN
WATER - CBNOIRONEO AND COMPACTED. (AS PER SOILS REPORT).
TOWN OF LOS GATOS STANDARD GRADING NOTES
L AN work shag cn(O(m to Chapter 12 of ma I.- of ms Colas Gradle, Gramme,
the achired Calif ..is Building Code and the ).fast edition of the Sion shard
Specifications for Public Wdrks COnsfmclbn except Os specified alherwise n Mod
,Ions and details.
AND well may be started on -site without an approved Goading Plan and 0 Grading
Permit issued by the Town of I- Gatos, Public Works OepOrtmenf located at 41
Was Avenue. Las Gatos, CA 95030
3 A Pre -Job meeting shall be held with the Time Engineering Inspector from the
Deportment of Parks and Public Works prior to any wok being done Me
Contractor shall the the Inspections Line at 408,399.971 at least 48 hours prior
to any grading or manta wok. This meeting should Resude:
o.A discussion of the p(ojeot cndtfns o1 approval, working hours, all.
other and oth nsincrium motters.
d Ackmadholgement in writing (hut Canimctar end Apµlicnl hove -ad and
un dersfund the project conditions of approval, col e make certain Ihot .11
wool h d that afeet, ofhthe projecad ndtlitnand the. rvavtt .111 becpostedsoa
site of all lames during construction.
c w
4 Approval of plans does not release the developer of the dow,unsDlily for the
correction of anhookes, errors, r omissions contained therein. If, during the
of constmct /on of the /mprvvearem s, public N(.,Let and safely requires v
modl0celivn or departure from if. Town SpecihcAbns Or these improvement
pions, the Tawn Engineer shall hove full oeffort, Id rw,dwa such modf6.tfn or
departure and to specify the manner to which the som a Is to be mode.
d Apprevol or this plan applies only to Me pad/n, excavation, placement, and
ch olev llto either earth motendls. This approval does not cnrer any rights
entry of i public Property or the private property of O(hvs and does net
constitute appmeol of any other improvements.
&Exwwled material shall be placed fn the Fill areas designated Or shall be needed
way from the site to be disposed of at approved Hindr ,(s).
7 I shall be the responsiblfty of the Prounn ee or Contract- Iv idenhfY, locate and
,-led oil underground facilities . Permillee o Contracts, shall redup USA
(UndamEcund Go-- Alert) of 1- BOO -227-2600 o minimum of 48 hours but not
more than 14 dogs prior to commencing all work.
BAG grading shall be performed in such o muldner as to comply with the standards
established by the Air Quality Management District Tar oiNOms purttculales.
I The Contractor shall rachi with all IocoL state and federal Ivor; codes, -I.. sad
Died.bn5 governing the lwak khatifred an these p /an. Tess shell iac /ode,
.(beat Ifmitotion, safety and health rules antl regulation established by Or
oant is the Occupational Safe! and Health Act or mean applicable public
uth elf, p Y say PP P
10 Now General CnGOCt., seal evade ached . sia a he job si e a al
pr q ,ern 1
times Burin slrvdi -.
gc on
11. H- iznlal and ver6wl conlmis shall be call and arliflid by o licensed c—,x-
or
registered civil engineer quo/ified to practice land surveying, for Ne following
Items:
o. Retaining wall- -top of wall elevations and locations (oil walls to be permitted
calue.lely and applied far at the Town or Los Gofers Build;., Deportment)
b. Tile pod top of cut and fill slopes
ELECTRICTY.. PG &E
TELEPHONE PAC BELL
CABLE TV: COMCAST
TOTAL DISTURBED AREA- 15,1651 Sr
12. Prior I. is ad any permit, the applicants sags engineer shall review the
hnol g,.dingsandcNainaga plans to m e the( designs far foundation, wretoining
waits, site grading. and site andini rre in accordance with their recommenao0ns
ono r the Pee comments. me applicant's sells engine approval shell then
be --,d to the To- either by letter ar by signing theeplons.
Sags Eny r
..P Report ON61N4 P.O. BOX 0.536 SARAIDGA CA 9fi0]I -0536
Rerere e thoroughly Report 15R dated FEBRUARY 24 TI113
shall ea ehhold compbea wiM. BaN the died and sport antl any his ell
updates /nddendums/leflers are hereby appended and made a port of this grading
plan.
13 During construction, lilt excavations one grading shall be inspected by the
applimnte sal, engineer the engineer shall be notified at least 48 hours before
Indicate, any 9ma /n0 The engineer shall be aPull. to verffY that the ..$us[
condition are - Bnticipoted ad the design -level ge0technic.1 report Bailid
provide appropriate changes to the r.part recammendetfons, re necessary. All
- observed halo r unapproved grading shall be removed and replaced under soils
engineer observance (the Town Inspector shall be mad. a-- of any - ,.!,ad
drones prior to walk half, PeAmmed).
14. The results of The construction obserwtton and testing should be documented in
° .-Lost' lathe /epert prepared by the applfcuNS' sails scithaer odd
submitted for the I.-. revs antl acceptance befre real release of any
occupancy permit fs granted.
ew
IS All private and public streets accessing Project Site shall be kept open and in o
safe, drove -obi, .-cities throughout cnsbac6af. 11 temporary No.- I. needed.
than formal written notice to the odNce -t neighbors and the Town or Los Get -
Public Works Department shall be provided at trust n week in advance of closure
antl n0 do— shall be g-.led without the express wHit- Bppmval of the Tawn.
No material or equipment shall be stood in the public or private right -of -way.
IT The contractor shall install antl malntle. fence . bar,, -,. lights Odd signs that
a- neressary to give it ...is wamfng antl /prvtectfan la the public at all tones.
17.0 wner�Ayylice C 1]230 DUENA VISTA PARMER$ LLC. _ pAOfe:
�40OT 355 -150D
18. General Contractor (If .- liable)_
19. Graefng Contractor (I( owgable): Phone:
Phone.
20
o.Llrh __I05_ CY Export, 0- _ CY
6 Fill 350 _CY Impot =45 BY
21. Voter shall be .- liable ren the site of all times during grading diddifi ser to
properly mofnfoin dust rentrW.
22 Has pion does not approve the removal of frees. Appmpriote tree removal
permits and methods ar tree Presesvoffan shall be required Tree Removal Permits
are required prier to the oppmwl of all plans.
23A Town Encasement Permit is required far any work wfthfn the public
right -of -way. A Slate Ecmachment Permit is required for any work wllhfn Sfafe
right- Or -wey (if applicable). Be Permitted antl /or Contractor shall be Ho nsible
coordinated, impaction ile6urmed by other gxvemmen s? agencies.
Sir. c ss lot dr ... a,. wgl be permitted without smisfactoy storm set,
aCCeaftnce deed /rOClitfes. All drainage shell be directed to the street or other
cceptable droenage fevlfty We is non- emsrve method - Oppmvetl by the I.-
Engfneo-
25. It is the -so ... Ilely of chat r..tor and /or owner to make sue that all I,,( tracked into the public right -of -way is cleaned up o o daily basis Mud, el,
conerefic and other crostruclin debris SHALL NOT be washed into the I.-.
at— dfams_
26 Good housekeepNg practices shell be observed at all Rude during the Course of
construction. Superintendence Of construction shall be ififeenfly performed by o
perm or persons wartlashbod to do so al all (lees down, woAfng hours. fie
storing of goods rod /w materials n the sidewalk antl /Or the slreel fall not be
allowed unless is spoctal Permit fs issued by the Eghousi , Division The adpcent
public unhl -lid ..y shall be kept do., of all job related dirt Oad debris at the
end of Me day. Failure to maintain the public right -of -way am.. eve, In this
mnditin may result in the IDrvn performing the required maintenance of the
developers expenre.
27Gruclog shall be underfakal in accedence with ...offsets and requkements Or
Me Protect Storm Winter Polludim Control Plan and /or St-m Wale, Pollution
Prevention Plan, the Town of Los Cotes Sfom Water Quality M .... appeal Piogmm.
Nabond Pollutant Discharge Elimination Sytem (HIDES) and any other
permits /requirements
l ued by the State r California Regional Wafer Onglity
Central Board Plans (1-uding 011 upool..) shall be -site at all times . Me direct
storm water discharges ( developmmt will be allowed onto Town effects or
onto the public storm drain system without treatment by he approved storm oat,
pollution prevention eeuice or other approved methods. Maintenance a( private
.term water pollution prevenfi- devices ehdl be the sole relconsbility of the
r Discharges e.han without treatment b a oved and sae da
9 Y n approved 9u Y
nmun .corm wofere dmfi- y, In device a after a elide - of I ,hml
ape 9 p ,rev yyr
be C nStled- o r Onfint at the oboe= re/ermae paring one N. Town of Ln.
cam: smimwafer wamn=e.
TI
VICINITY MAP
N.T.S.
SHEET INDEX
SHT. NO.
DESCRIPTION
C -1
COVER SHEET
C -2
TOPOGRAPHIC SURVEY
C -3
GRADING AND DRAINAGE PLAN
C -4
EROSION CONTROL PLAN
C -5
BLUE PRINT FOR A CLEAN BAY
1
CONDITION OF APPROVAL (ARCHITECT)
ME DEVELOPER SHALL REPAIR OR REPLACE ALL EXISTING IMPROVEMENTS
NOT D£SICNAIED FOR REMOVAL MAT ARE DAMAGED UP REMOVED BECAUSE
IS DEVELOPERS BPERARONS IMPROVEMENTS SUCH AS BUT NOT LIMITED
BY CURBS, GUTTER, SIDEWALKS, ORDEWAYD SIGNS, PAVEMENTS RAISED
PAVEMENT MARKERS, MERMOPLASBC PAVEMENT MARKINGS ETC SHALL BE
REPAIRED AND REPLACED TO A COMMIT EQUAL TO OR BETTER MAN ME
ORIGINAL CONDITION EXISTING IMPROVEMENT TO BE REPAIRED OR REPLACED
SHALL BE AT ME DIRECTION OF M£ ENGINEER CONSTRUCRBN INSPECTOR,
AND SHALL COMPLY ADD ALL RILE 24 DISABLED ACCESS PROVISIONS.
DEVELOPER SHALL REWEST A WALK - THROUGH WITH ME ENGINEERING
CONSTRUCDON INSPECTOR BEFORE ME START OF CBNSTR G"Ree TO VERIFY
EXISTING CONDMONS ACCEPTANCE OF ANY REPAIR WORK WLMIN ME
PUBLIC RIGHT BE WAY BY ENGINEERING INSPECTOR IS REOIURED PRIOR TO
RELEASING OCCUPANCY PERMIT.
a W .Xfn e A 14 W
PREPARED UNDER THE SUPERVISION OF
Aral 4. IleAl
MARK A. HELTON, P.E.
RCE 49168 EXP. 9 -30 -14
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LEGEND
PROPOSED
EXISTING
----
PROPERTY LINE
BUILDING FOOTPRINT
71
AC PAVEMENT
DAY
!.I
WATER METER
�a
O
JOINT POLE
a
�r
STORM DRAIN MANHOLE
TREE
EX MEE TO BE REMOVED
CONTOUR LINE
CONC VERTICAL CURB
RiL¢
CATCH BASIN
ORa
his
AREA DRAIN
W$
DECK DRAIN
.to
DOWN SPOUT
i
DOWN SPOUT(W/SPGSHBLOCK)
- BILL.-
BUILDING SETBACK LINE
DRAINAGE FLOW
.- �.--..
RETAINING WALL
-A E-
FENCE LINE
- - -So --
STORM DRAIN LINE
GB.
(RAVE BREAK
PREPARED UNDER THE SUPERVISION OF
Aral 4. IleAl
MARK A. HELTON, P.E.
RCE 49168 EXP. 9 -30 -14
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BASIS OF ELEVATIONS
THE BASIS OF ELEVATIONS AS SHOWN ON THIS MAP IS
CITY OF LOS GATOS BENCHMARK ID:LG31
BEING A BRASS DISK IN SURVEYOR MON. BOX
AT THE CORNER OF ROBERTS RD AND INDUSTRIAL WAY
ELEV-367.04 (NGVD29)
BASIS OF BEARINGS
THE BEARINGS SHOWN ON THIS MAP ARE BASED
ON THE CENTER LINE OF HUBBELL WAY (AVERY
LANE) AS FOUND MONUMENTED AND RECORDED
AS SOUTH 73'25'40'3 EAST ON THE PARCEL MAP
RECORDED IN BOOK 315 OF MAPS, PACE 24,
SANTA CLARA COUNTY RECORDS.
GRAPHIC SCALE
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN FEET
AND DECIMALS THEREOF.
', LGE ELEV -
- - - - - - - - - - - . . . . . . . . . . .
I mlh 10 It
EXISTING BUILDING
TO BE REMOVED
It I
ti
STCR- 3Ji L31 in- -R
ATTENTION
THE DELIVERY OF THIS MAP IN AN ELECTRONIC FILE
DOES NOT CONSTITUTE THE DELIVERY OF MY PROFESSIONAL
WORK PRODUCT. THE SIGNED PAPER PRINT IS PROVIDED
TO THE CLIENT AS AN INSTRUMENT OF SERVICE. IN EVENT
THE ELECTRONIC FILE IS ALTERED, THE SAID PAPER PRINT
MUST BE REFERRED TO FOR THE ORIGINAL AND CORRECT
SURVEY INFORMATION. I SHALL NOT BE RESPONSIBLE FOR ANY
MODIFICATIONS MADE, BY OTHERS, TO THE ELECTRONIC FILE,
OR ANY PRODUCTS DERIVED FROM THE ELECTRONIC FILE.
�-IFI,FR
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STCR- 3Ji L31 in- -R
ATTENTION
THE DELIVERY OF THIS MAP IN AN ELECTRONIC FILE
DOES NOT CONSTITUTE THE DELIVERY OF MY PROFESSIONAL
WORK PRODUCT. THE SIGNED PAPER PRINT IS PROVIDED
TO THE CLIENT AS AN INSTRUMENT OF SERVICE. IN EVENT
THE ELECTRONIC FILE IS ALTERED, THE SAID PAPER PRINT
MUST BE REFERRED TO FOR THE ORIGINAL AND CORRECT
SURVEY INFORMATION. I SHALL NOT BE RESPONSIBLE FOR ANY
MODIFICATIONS MADE, BY OTHERS, TO THE ELECTRONIC FILE,
OR ANY PRODUCTS DERIVED FROM THE ELECTRONIC FILE.
�-IFI,FR
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TECHNICAL INFORMATION
ASSESSOR'S PARCEL NUMBER:529-09-036
ADDRESS OF PROJECT:550 HUBBELL WAY LOS GATOS CA
LEGEND
OWNER'S NAME: 17230 BUENA VISTA PARTNERS,LLC
DEED DOCUMENT #22035188
SIZE OF LOP 15,165 SO FT
AVERAGE LOT SLOPE = 6.47,
AREA OF TOWNHOUSE LOT 1 = 4272 SO FT
AREA OF TOWNHOUSE LOT 2 = 4216 SO FT
AREA OF TOWNHOUSE LOT 3 = 3370 SO FT
AREA OF TWWNHOUSE LOT 4 = 3307 SO FT
PROPOSED IMPERVIOUS COVDERAGE
BUILDINGS 4605 SO FT
PORCHES 161 SO FT
PATIOS & LANDINGS 666 SO FT
DRIVEWAYS & WALKS 3412 SO FT
TOTAL 5544 SO FT
FLOOD HAZARD ZONE X
NO AREAS SUBJECT TO INUNDATION
NO WATER COURSES ACROSS SUBJECT PARCEL
WATER SUPPLIED BY SANTA CLARA VALLEY WATER DISTRICT
SEWAGE DISPOSAL BY WEST VALLEY SANITATION
PROPOSED USE OF PROPERTY RESIDENTIAL TOWNHOUSES
INDICATES EXTERIOR BOUNDARY OF PROJECT
INDICATES NEW TOWNHOUSE LOT LINES
INDICATES EXISTING FENCE LINE
R INDICATES EXISTING CONTOUR LINE
(8L]L]HLjL][]E]E] INDICATES APPROXIMATE DRIPLINE
OF TREES
— INDICATES UG SEWER LINE PER USA
— INDICATES UG WATER LINE PER USA
',41 INDICATES SPOT ELEVATION
INDICATES JOINT SERVICES POLE
sxo INDICATES SANITARY SEWER CLEANOUT
ssMx INDICATES SANITARY SEWER MANHOLE
INDICATES FLOWILINE OF CURB
INDICATES GAS METER
eM INDICATES ELECTRIC METER
tRNO
RELD WORK COMPLETED 01,
DWINER & SUBDIVIDER
17230 BUENA VISTA PARTNERS,ULG
AT714 GREGORY HOWELL
TOPOGRAPHIC SURVEY
550 HUBBELL WAY
n.D PUBLI � JTI
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TECHNICAL INFORMATION
ASSESSOR'S PARCEL NUMBER:529-09-036
ADDRESS OF PROJECT:550 HUBBELL WAY LOS GATOS CA
LEGEND
OWNER'S NAME: 17230 BUENA VISTA PARTNERS,LLC
DEED DOCUMENT #22035188
SIZE OF LOP 15,165 SO FT
AVERAGE LOT SLOPE = 6.47,
AREA OF TOWNHOUSE LOT 1 = 4272 SO FT
AREA OF TOWNHOUSE LOT 2 = 4216 SO FT
AREA OF TOWNHOUSE LOT 3 = 3370 SO FT
AREA OF TWWNHOUSE LOT 4 = 3307 SO FT
PROPOSED IMPERVIOUS COVDERAGE
BUILDINGS 4605 SO FT
PORCHES 161 SO FT
PATIOS & LANDINGS 666 SO FT
DRIVEWAYS & WALKS 3412 SO FT
TOTAL 5544 SO FT
FLOOD HAZARD ZONE X
NO AREAS SUBJECT TO INUNDATION
NO WATER COURSES ACROSS SUBJECT PARCEL
WATER SUPPLIED BY SANTA CLARA VALLEY WATER DISTRICT
SEWAGE DISPOSAL BY WEST VALLEY SANITATION
PROPOSED USE OF PROPERTY RESIDENTIAL TOWNHOUSES
INDICATES EXTERIOR BOUNDARY OF PROJECT
INDICATES NEW TOWNHOUSE LOT LINES
INDICATES EXISTING FENCE LINE
R INDICATES EXISTING CONTOUR LINE
(8L]L]HLjL][]E]E] INDICATES APPROXIMATE DRIPLINE
OF TREES
— INDICATES UG SEWER LINE PER USA
— INDICATES UG WATER LINE PER USA
',41 INDICATES SPOT ELEVATION
INDICATES JOINT SERVICES POLE
sxo INDICATES SANITARY SEWER CLEANOUT
ssMx INDICATES SANITARY SEWER MANHOLE
INDICATES FLOWILINE OF CURB
INDICATES GAS METER
eM INDICATES ELECTRIC METER
tRNO
RELD WORK COMPLETED 01,
DWINER & SUBDIVIDER
17230 BUENA VISTA PARTNERS,ULG
AT714 GREGORY HOWELL
TOPOGRAPHIC SURVEY
550 HUBBELL WAY
ETE:
1
6
PLAN
T OF r
EDGE NI
SECTION
ENERGY DISSIPAI
FELTS.
I
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LOT 1
LOT 2 �" €w a£
EARTHWORK QUANTITIES
EARTHWORK QUANTITIES
CUT
452 CY.
CUT
Opt CY.
FILL
1351 CY.
FILL
554 CY
IMPORT
DOE CY.
IMPORT
152 CY.
ENGINEER ASSUMES NO RESPONSIBIIITY FOR
ESTIMATED EARTHWORK.
ACTUAL EARTHWORK QUANTITIES MAY VARY
DUE TO SITE CONDITIONS AND MATERIAL
SPECIFICATIONS. CONTRACTOR SHALL MAKE
INDEPENDENT ESTIMATE PRIOR TO BIDDING.
ENGINEER ASSUMES NO RESPONSIBILITY FOR
ESTIMATED EARTHWORK.
ACTUAL EARTHWORK QUANTITIES MAY VARY
DUE TO SIZE CONDITIONS AND MATERIAL
SPECIFICATIONS. CONTRACTOR SHALL MAKE
INDEPENDENT ESTIMATE PRIOR TO BIDDING.
EARTHWORK BREAKDOWN
EARTHWORK BREAKDOWN
AREA
CUT
FILL
AREA
CUT
FILL
HOUSE
53 CY.
602 CY.
HOUSE
O2 CY.
352 CY.
YARD
MEE CY.
752 CY.
YARD
403 CY.
203 CY.
LOT 3 LOT 4
EARTHWORK QUANTITIES
EARTHWORK QUANTITIES
CUT
104F CY.
CUT
103 CY.
FILL
1253 CY.
FILL
352 CY.
IMPORT
115± CY
IMPORT
252 CY.
ENGINEER ASSUMES NO RESPON MENUTY FOR
ESTIMATED EARTHWORK_
ACTUAL EARTHWORK QUANTITIES MAY VARY
DUE TO SIZE CONDITIONS AND MATERIAL
SPECIECATIONS. CONTRACTOR SHALL MAKE
INDEPENDENT ESTIMATE PRIOR TO BIDDING.
ENGINEER ASSUMES NO RESPONSIBILITY FOR
ESTIMATED EARTHWORK.
ACTUAL EARTHWORK QUANTITIES MAY VARY
DUE TO SEE CONDITIONS AND MATERIAL
SPECIFICA110NS CONTRACTOR SHALL MAKE
INDEPENDENT ESTIMATE PRIOR TO BIDDING.
EARTHWORK BREAKDOWN
EARTHWORK BREAKDOWN
AREA
CUT
FILL
AREA
CUT
FILL
HOUSE
O3 CY
503 CY.
HOUSE
OLE CY.
102 CY.
YARD
103 CY.
703 CY.
YARD
102 CY
252 CY.
{URN TO ASTA SPECIITCAPCNS
S NO SAND IS USED IN THE MINT OF THE PANNG STOVES.
REND C.) CDMPRESSIK SWFNGM) AS SUPPLIER BY
ENGINEERING FABRIC USN SUSTAINED HAURE SSA AND
AGGEGATE. MRS WILL INCREASE RIE LOAD ..N. CAPADTY
2 TYPICIL SEAND. OF REANFAUIE PLANENT END
CE THE SIB -GRADE AS BELL AS AGGREGATE BASE
VEREE' TRATCCE ANEA STOUN IN4VOE T.E.
PANNG B.. BONN RICK AS ME SERUM£ JPIT]UAL
7. FAVORS TO BE WO IN HERRINGBONE PATTERN FIND MAJOR
D BASE BXOUID BE CR .. RUCK. WQT giAD. OF
SNAE SIZE AND ... TD ASTM SPECEDAAWS
B. CAL PAVE MEAIDCAND PANED STONE. OR AN
LISNN RUG( USED CAN ANGE FROM ] /B' TO T/1 HFH15).
ACC ARAN EWAL
RE (RUCK M BE DAMNEDER NEDER FUTURE SCRTEDNG).
4. ME BASE MICIMESS SHOULD BE DETRAINED BY A
501 FOCUSED ANN DAMAGE NARK SOIL AND
T ECAN NME
METE EC USE ([ /R) VALUE AND
PAVER STONE DETAIL
N.Y.,
]R
SWALE DETAIL
N.T.S.
4poFB5510Nq
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ANDET
DF C53
DATE 4/23/13
,DO NU
13150
FRONDE APPROPRIATE NANSIDON
D INSTALL ANDBA OR TIMER EROSION CONTROL NEASUR TO PREVENT SILT RUNOFF TO PUBLIC
STABILIZED CORIGHT- DO
B" MIN. T i0 3INCH MMANN
ENTRANCE AND PUBLIC RIGHT-
PROPERTY LINE
E XISTING BUILDING
TO BE REMOVED
STONE PER ABACI
STONE PUBLIC RIGHT- WAY
>�
OF -WAY 50' MIN.
fr
STRUCTURAL CONTROLS AS REQUIRED BY ME STARINOE GENERAL CONSTRUCTION STORMWARR
50 MIN
K
1151P03N
<=
I
30 0 _h]
{AND AS REQUIRED BY ME STARMOE GENERAL CONSMUCDON STORMWARR PERMIT.
' \EXISONC
Y
EXISTING
_ _ -___2
GROUND
_°
_ - -
Tfmk'N�CIJSF A'
GROUND PROFILE t 4r
STORMWATER PERMIT.
I .N,CL?
0
MAINTAIN ENTRANCE PER ARAG REQUIREMENTS, ADDING STONE AS PLAN
0
NECESSARY. IN MUDDY CONDITIONS IT MAY BE NECESSARY TO WASH
AND MUST NOT BE DISCHARGED W RECEIVING WATERS OR TO M£ LOCAL STORM DRAIN SYSTEM.
WHEELS BEFORE EXITING SUE. THIS SHALL BE DONE ON A SEPARATE
5, ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF ME
STABILIZED AREA WHICH DRAINS TO AN APPROWO SEGMENT )RAP OR
REQUIRED BEST MANAGEMENT PRACTICES AND COUP HOUSEKEEPING MEASURES FOR ME PROJECT
BASIN CLEAN MACKEO MUD MOM PUBLIC RIGHT OF WAY IMMEDIATELY
SIR AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
STABILIZED CONSTRUCTION
CAT THE END ON EACH DAY OF CONSTRUCTION ACRVL Y ALL CONSTRUCTOR DEBRIS AND WASTE
ENTRANCE
MATIDiIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.
N.T.S.
TAL1�l(JLE
3 ns. :err. Lo
.
INSTALL FIBER ROLLS
AT PROPERTY LINE
(TYP)
I +
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co
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X
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IL 611
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EROSION a 'I I
AREA DRAW W1 EROSION PROT5CUON
INSTAL TIGER ROLLED
INSTALL STABILIZED CONSMUCRON /■
G7_a_e °� yiae °� ENTRANCE
ju ^ "�'p °ass ••� � ®�
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EROSION CONOtOL NOTES
L EROSION CWTRM MEASURES SHALL CONFORM MM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION
BEST MANAGEMENT PRACRCES HANDBOOK, REGIONAL WARN QUALITY CONTROL BOARD EROSION AND SEDIMENT
CONTROL FIELD MANUAL AND THE COUNTY OF SANTA CLARA REQUIREMENTS INCLUDING
A. STABNZE ALL DENUDED AREAS AND MAINTAIN EROSION CONDUIT MEASURES CONTINUOUSLY BEi1V£fN
OCTOBER 15th AND APRIL 15th. STABIUZARON SHALL INCLUDE ME PLACEMENT OF JUT£ MESH FABRIC ON
EXPOSED SLOPES IN INSTALLED CONFORMANCE MITI DETAIL EC-0 OF )H£ CALIFORNIA STORM WATER DUALITY
ASSOCIATION BEST MANAGEMENT PRACTICES HANDBOOK.
B. REMOVE SPOILS PROMPILY AND AVOID STOCKPILING OF RU MATERIALS WILD RAIN 15 FORECAST. IF
RAIN THREARNS, STOCKPILES SUITS AND OTHER MATERIALS SHALL BE COVERED WIN A TARP BE OTHER
WATERPROOF MATERIAL
C. STORE, HANDLE, AND DISPOSE BE CONSTRUCBON MATERIALS AND WASTES IN A MANNER WHICH
AVOIDS MFR ENTRY INTO LOCAL STORM DRAIN SYSTEMS OR WATER BODIES.
D. AMID CLEANING STIFLING. OR MAINTAINING VEHICLES ON -SITE
E IMPLEMENT WE APPROVED STORMWADD? MANAGEMENT PLAN PRIOR TO ME ISSUANCE OF A BUILDING
PERMIT.
Z ALL MATERIALS FOR ME APPROND EROSION CONTROL MEASURES SHALL BE IN PLACE BY OCTOBER 15th.
3. EROSION CONTROL SYSTEMS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE RAINY SEASON OR
FROM OCTOBER 15th THROUGH APRIL ISM. WHICHEVER IS LONGER.
4 IN T1£ EVENT OF RAIN, ALL GRADING WORK IS TO CEASE IMMEOIATELY AND ME SIM IS TO BE SEALED IN
ACCORDANCE TAM TIE APPROVED EROSION CONTROL MEASURES.
5. ME CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND REPAIRING EROSION CONTROL SYSTEMS
AFTER EACH STORM.
6. ANY AREAS OF DISTURBED SOIL SHALL BE SEEDED OR REPLANTED TO 1H£ SATISFACTION OF TAE COUNTY
INSPECTOR PRIOR TO OCTOBER 15th, OR FINAL INSPECTION, WHICHEVER IS SOWER.
Z ADDITIONAL EROSION CONTROL MEASURES MAY BE REWIRED AS DETERMINED BY TIE COUNTY ENGINEERING
DEPARTMENT W BUILDING OFFICIALS.
8 PROJECT SHALL PREVENT ME DEPOSIT OF DIRT, MUD. SAND, ROCKS. GRAVEL OR DEBRIS ON ME SURFACE
OF ANY STREET, ALLEY OR PUBLIC PLACE OR IN ANY PUBLIC STORM GRAIN SYSTAI. ANY ACCUMOLARO
MATERIALS SHALL BE REMOVED IMMEDM I£LY BY MEANS OF DRY SHOVELING AND /OR SWEEPING.
9, MEE PROTECTOR SHALL BE IN PLACE PRIOR ITT ME ISSUANCE OF ME GRADING PERMIT
1D. DUST CWIROL
A. HYOROSEEO OR APPLY (NON - TOXIC) SOIL STABILIZERS TO INACDW CWSTRUCTIW AREAS (PREVIOUSLY
GRADED AREAS INACJTW FOR RN DAYS OR MORE).
B. ENCLOSE COVER, WATER MACE DAILY OR APPLY (NW - TOXIC) SOIL BINDERS TO EXPOSED STOCKPILES
(DIRT, SAND, ETC.)
C LIMIT MAFTIC SPEEDS W UNPAWD ROADS TO 15 MPH.
,N�
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ROLLS AT
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CONTROL FIELD MANUAL AND THE COUNTY OF SANTA CLARA REQUIREMENTS INCLUDING
A. STABNZE ALL DENUDED AREAS AND MAINTAIN EROSION CONDUIT MEASURES CONTINUOUSLY BEi1V£fN
OCTOBER 15th AND APRIL 15th. STABIUZARON SHALL INCLUDE ME PLACEMENT OF JUT£ MESH FABRIC ON
EXPOSED SLOPES IN INSTALLED CONFORMANCE MITI DETAIL EC-0 OF )H£ CALIFORNIA STORM WATER DUALITY
ASSOCIATION BEST MANAGEMENT PRACTICES HANDBOOK.
B. REMOVE SPOILS PROMPILY AND AVOID STOCKPILING OF RU MATERIALS WILD RAIN 15 FORECAST. IF
RAIN THREARNS, STOCKPILES SUITS AND OTHER MATERIALS SHALL BE COVERED WIN A TARP BE OTHER
WATERPROOF MATERIAL
C. STORE, HANDLE, AND DISPOSE BE CONSTRUCBON MATERIALS AND WASTES IN A MANNER WHICH
AVOIDS MFR ENTRY INTO LOCAL STORM DRAIN SYSTEMS OR WATER BODIES.
D. AMID CLEANING STIFLING. OR MAINTAINING VEHICLES ON -SITE
E IMPLEMENT WE APPROVED STORMWADD? MANAGEMENT PLAN PRIOR TO ME ISSUANCE OF A BUILDING
PERMIT.
Z ALL MATERIALS FOR ME APPROND EROSION CONTROL MEASURES SHALL BE IN PLACE BY OCTOBER 15th.
3. EROSION CONTROL SYSTEMS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE RAINY SEASON OR
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4 IN T1£ EVENT OF RAIN, ALL GRADING WORK IS TO CEASE IMMEOIATELY AND ME SIM IS TO BE SEALED IN
ACCORDANCE TAM TIE APPROVED EROSION CONTROL MEASURES.
5. ME CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND REPAIRING EROSION CONTROL SYSTEMS
AFTER EACH STORM.
6. ANY AREAS OF DISTURBED SOIL SHALL BE SEEDED OR REPLANTED TO 1H£ SATISFACTION OF TAE COUNTY
INSPECTOR PRIOR TO OCTOBER 15th, OR FINAL INSPECTION, WHICHEVER IS SOWER.
Z ADDITIONAL EROSION CONTROL MEASURES MAY BE REWIRED AS DETERMINED BY TIE COUNTY ENGINEERING
DEPARTMENT W BUILDING OFFICIALS.
8 PROJECT SHALL PREVENT ME DEPOSIT OF DIRT, MUD. SAND, ROCKS. GRAVEL OR DEBRIS ON ME SURFACE
OF ANY STREET, ALLEY OR PUBLIC PLACE OR IN ANY PUBLIC STORM GRAIN SYSTAI. ANY ACCUMOLARO
MATERIALS SHALL BE REMOVED IMMEDM I£LY BY MEANS OF DRY SHOVELING AND /OR SWEEPING.
9, MEE PROTECTOR SHALL BE IN PLACE PRIOR ITT ME ISSUANCE OF ME GRADING PERMIT
1D. DUST CWIROL
A. HYOROSEEO OR APPLY (NON - TOXIC) SOIL STABILIZERS TO INACDW CWSTRUCTIW AREAS (PREVIOUSLY
GRADED AREAS INACJTW FOR RN DAYS OR MORE).
B. ENCLOSE COVER, WATER MACE DAILY OR APPLY (NW - TOXIC) SOIL BINDERS TO EXPOSED STOCKPILES
(DIRT, SAND, ETC.)
C LIMIT MAFTIC SPEEDS W UNPAWD ROADS TO 15 MPH.
,N�
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ROLLS AT
Raaowars.
PROPERTY LINE
E REPLANT WGETADW IN DISTURBED AREAS AS QUICKLY AS POSSIBLE.
I' (TYP)
NPDES NOTES
1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING
STRUCTURAL CONTROLS AS REQUIRED BY ME STARINOE GENERAL CONSTRUCTION STORMWARR
PERMIT.
Z STOCKPILES OF SUL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT MAN5PORT FROM ME
I.
SHE TO SIFEETS, DRAINAGE FACILITIES W ADJACENT PROPERTIES NA RUNOFF, WHICH£ TRACKING OR
{AND AS REQUIRED BY ME STARMOE GENERAL CONSMUCDON STORMWARR PERMIT.
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APPROPRIATE TRIPS FOR CNSPORT OGM
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TO MINIMIZE TRANSPORT FROM ME SIZE TO STREETS, DRAINAGE FACTURES, OR ADJOINING
IMPLCERTY
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AND MUST NOT BE DISCHARGED W RECEIVING WATERS OR TO M£ LOCAL STORM DRAIN SYSTEM.
5, ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF ME
REQUIRED BEST MANAGEMENT PRACTICES AND COUP HOUSEKEEPING MEASURES FOR ME PROJECT
L
SIR AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
Z
CAT THE END ON EACH DAY OF CONSTRUCTION ACRVL Y ALL CONSTRUCTOR DEBRIS AND WASTE
W Q
MATIDiIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.
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Z
WASTE5 OR POLLUTANTS OFF ME SLIT. DISCHARGES OF MATERIAL OMER MAN STURMWARF
m W
(NWSTORMWAT£R DISCHARGES) ARE PROHIBITED EXCEPT AS MINORIZEO BY AN INOINOUAL
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NPDES PERMIT OR ME STAIENDE GENERAL CONSMUCRON STORMWATER PERMIT
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PORNDAL POLILDTANM INCLUDE BUT ARE NOT LIMITED M. SOLID OR LIQUID CHEMICAL SPL45 WASTES
UJ O
FROM PAINT$ STAINS SEALANTS, SOLVENTS. DETERGENT$ GLUES, LIME, PESDCIDE$ HERBICIDES,
h
EMMUZERS, WOOD PRESERVADWS AND ASBESTOS FIBERS. PAINT RAKES OR STUCCO FRAGMENTS,
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FU£L5, WLS, LUBRICANTS AND HYDRAWC, RADIATOR OR BATTERY FLUIDS CWCRER AND RLTARO
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GUMBO OR WRING RESIDUES.. RL DATABLE WASTES; WASTES FROM ENGWE/EOUIPM£NT SRAM
CLEANING OR CHEMICAL DECREASING WASTES FROM STREET CLEANING; AND SUP£NCHLORINARO
/I ti
POTABLE WARP MOM LINE FLUSHING AND TESTING.
DURING WNSTRUCRW, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND
Z
CONTROLLED RMPWARY AREA ON -SHT PHYSICALLY SEPARATED FROM POTENTAL STORMWARR RUNOFF,
Q
WITH ULOMAR DISPOSAL IN ACCORDANCE TAM LOCAL, STATE AND FEDERAL REQUIREMENTS.
.¢i
8. DISCHARGING CONTAMINAWD GROUND WATER PRODUCED BY OEWATERING GROUNDWATER MAT
HAS INFILTRATED INTO ME CONSTRUCTION SHE IS PRWIBIRD. DISCHARGING OF CONTAMINATED SOULS
I -
NA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NW- CONTAMINATED GROUNDWATER
ti : -fir
PRODUCED BY DEWAXNNG ACOWDES REWIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES) PERMIT FROM ME RESPECDW STAR REGIONAL WATER QUALITY CONTROL
BOARD.
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Pollution Prevention —It's -Part of the Plan
Make sure your crews and subs do the job right!
Runoff from streets and other paved areas is a major source of pollution in San Francisco Bay. Construction
activities can directly affect the health of the Bay unless contractors and crews plan ahead to keep dirt, debris, and
other construction waste away from storm drains and local creeks. Following these guidelines will ensureyour
compliance with local ordinance reQuirements.
Materials storage & spill cleanup
Non - hazardous materials management
,/ Sand, dirt, and similar materials must be stored at least 10 feet from catch
basins, and covered with a tarp during wetweather or when minis forecast.
,/ Use (but don't overuse) reclaimed water for dust control as needed.
Sweep streets and other paved areas daily. Do not wash down streets or work
areas with water!
Recycle all asphalt, concrete, and aggregate base material from demolition
activities.
Check dumpsters regularly for leaks and to make sure they don't overflow.
Repair or replace leaking dumpsters promptly.
Hazardous materials management
label all hazardous materials and hazardous wastes (such as pesticides, paints,
thinners, solvents, fuel, oil, and antifreeze) in accordance with city, state, and
federal regulations.
Store hazardous materials and wastes in secondary containment and cover
them during wet weather.
,/ Follow manufacturer's application instructions for hazardous materials and be
careful not to use more than necessary. Do not apply chemicals outdoors when
rain is forecastwithin 24 hours.
Be sure to arrange for appropriate disposal of all hazardous wastes.
Spill prevention and control
,/ Beep a stockpile of spill cleanup materials (rags, absorbents, etc. ) available at
the construction site at all times.
When spills or leaks occur, contain them immediately and be particularly care-
ful to prevent leaks and spills from reaching the gutter, street, or storm drain.
Never wash spilled material into a gutter, street, storm drain, or creek!
,/ Report any hazardous materials spills immediately! Dial 911or yaw local emer-
gency response number.
Vehicle and eQuipment
maintenance & cleaning
,/ Inspect vehicles and equipment for leaks
frequently. Use drip pans to catch leaks
until repairs are made; repair leaks
promptly.
Fuel and maintain vehicles on site only
in a bermed area or over a drip pan that
is big enough to prevent runoff.
,/ If you must clean vehicles or equipment
on site, clean with water only in a
bermed area that will not allow
rinseveder to run into gutters, streets,
storm drains, or creeks.
,/ Do not clean vehicles or equipment
on site using soaps, solvents, degreasers,
steam cleaning equipment, etc.
Earthwork & contaminated soils
,/ Keep excavated soil on the site where it is least Nuely to collect in the street.
Transfer to dump trucks should take place on the site, not in the street.
,/ Use hay bales, silt fences, or other control measures to minimize the flow of silt
off the site.
,/ Avoid scheduling earth moving activities
during the rainy season if possible. If
grading activities during wet weather
are allowed in your permit, be sure to
implement all control measures necessary
to prevent erosion.
,/ Mature vegetation is the best form of
erosion control. Minimize disturbance to
existing vegetation whenever possible.
✓ If you disturb a slope during construction,
prevent t erosion by securing the soil with
erosion control fabric, or seed with fast -
growing grasses as soon as possible. Place
hay hales down -slope until soil is secure.
,/ If you suspect contamination (from site history, discoloration, odor, texture,
abandoned underground tanks or pipes, or buried debris), call your local fire
department for help in determining what testing should be done.
,/ Manage disposal of contaminated soil according to Fire Department instructions.
Dewatering
operations
,/ Reuse water for dust control, irrigation,
or another on -site purpose to the greatest
extentpossible.
,/ Be sure to call your ciVs storm drain
inspector before discharging water to a
street, gutter, or storm drain. Filtration or diversion through a basin, tank, or
sediment trap may be required.
,/ In areas of known contamination, testing is required prior to reuse or discharge
of groundwater. Consult with the city inspector to determine what testing to do
and to interpret results. Contaminated groundwater must be treated or hauled
off site for proper disposal.
Saw cutting
,/ Always completely cover or barricade storm drain inlets when saw cutting. Use
filter fabric, hay hales, sand bags, or fine gravel dams to keep slurry out of the
storm drain system.
Shovel, absorb, or vacuum saw -cut slurry and pick up all waste as soon as you
are finished in one location or at th e end of each work day (whichever is
sooner!).
B saw cut slurry enters a catch basin, clean it up immediately.
Paving/asphalt work
,/ Do not pave during wet weather orwhen
rain is forecast.
Always cover storm drain inlets and man-
holes when paving or applying seal coat,
Lack coat, slurry seal, or fog seal.
,/ Place drip pans or absorbent material un-
der paving equipment when not in use.
Protect gutters, ditches, and drainage
courses with hay bales, sand bags, or
earthen berms.
,/ Do not sweep or wash down excess sand
from sand sealing into gutters, storm drains, or creeks. Collect sand and return
itto the stockpile, or dispose of it as trash.
Do not use water to wash down fresh asphalt concrete pavement.
s M n w Bay AreaSwrmwatm Management
Iagene�eaaaaorA8&6AYN75E SE (nASMAe1) Storm drain polluters may be liable for fines of up to $10,000 per day,!
Concrete, grout, and mortar
storage & waste disposal
Be sure to store concrete, grout, and mortar under cover and
away from drainage areas. These materials must never reach a
storm drain.
Wash out concrete equipment /trucks off -site or designate an on -site
area for washing where water will flow onto dirt or into a temporary
pit in a dirt area. Let the water seep into the soil and dispose of
hardened concrete with trash.
Painting
,/ Never rinse paint brushes or
materials in a gutter or street!
,/ Divert water from washing
exposed aggregate concrete
to a dirt area where it will
not run into a gutter, street,
or storm drain.
,/ If a suitable dirt area is not
available, collect the wash
water and remove it for
appropriate disposal off site.
,/ Paint out excess water -based ��'`
paint before rinsing brushes, �:✓ °,�,,;
rollers, or containers in a sink.
If you can't use a sink, direct
wash water to a dirt area and
spadeitin.
Paint out excess oil -based paint before cleaning brushes in thinner.
Filter paint thinners and solvents for reuse whenever possible.
Dispose of oil -based paint sludge and unusable thinner as
hazardous waste.
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woven vmu Bngeuee:
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bOIHSRWtinpbYldllp
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.hell .,ie-d, pMala sm.lpst To eamm.n%eM eeaauded g..meu.loll h. nxWq
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1
DF
ouE 4/23/13
13150
111"
41"
,m
IRRIGATION SCHEDULE - Meter 1
SYMBOL
MANUFACTURERIMODEUOESCRIPTION
QTY PSI
e ®a ®®
Rain BIN 18044SAM -PRS SO Series
80 30
9f Febco 7651'
Tuff Spmy4.0 'Pop -Up Spdnklerwilh Co -MBkled
Pressure Vacuum Breaker, bress with ball valve SOV.
Seal- A -Matic Check Valve. Pressure Regulagng.
Wiper Seat. 112' NPT Female Threaded Inlet Wbh
Rin Bird 1804- SAM -PRS 8 Series MPR
and the highest point in the downstream piping.
Seal -A -Malls Check Valve. Pressure Regulating.
hrigagon Lateral Line:Blu -Lock antl PVC Class 200
®®
Rain Bird 1804 -SAM -PRS 8 Series MPR
11 30
QTY
Turf Spey 4.0" Pop -Up Sprinkler with Co-Molded
i°
.28
Wper Seal. 112' NPT Female Threaded thin. With
Wiper Sao. 112' NPT Female Threaded Inlet. Won
#° M VaWe FlOx
Seal -AMagc Check Valve. Pressure Regulating.
O0p0® ®m
hold BIN 1804- SAWPRS 12 Series MPR
4 30
14.2
Tuff Spray 4.P Pop -Up Sprinkhawith Co-Molded
1°
4,19
Wiper Seal.1 2 NPT Female Threaded Inlet. With
I
14
Seal- A -Magc Check Valve. Pmssum Regulagng.
43A
0 0 O m ® ®m
Rain But 1004SAM-PRS ADJ
4 30
O ® ® ®�
Tuff Spray 4.0" Pop -Up Sprinkler with Co-Molded
3
Shrub Spray 6.0" Pap -Up Spnnkler wish Co-Molded
Wiper Seal. 112' NPT Female Reatled Inlet. Wlh
Wper Seal. Side and Bottom Inlet UT NPT Female
Rain Birtl PGA Angle
Seal- A -Magc Check Valve. Pressure RegulaWg.
x d S 9
19z ' s
® ® ®®
Rain Bird 1806 -PRS 0 Series MPR
15 30
B
Shrub Spmy 6.0' Pop-Up SpnokJerwM Co- Melded
11
valva. Rein Bind buhbler opg0n as indicated: 1401
Wiper Seal. Side and Bottom InIeL 1W NPT Female
Rem ne r
-
Threaded Inlet With Pressure Anguishing Device.
Y" 94• b"
® ® ®®
Rain Bird 1806- PRSADJ
2 30
1.69lnlh
Shmb Spmy 8.0" Pop-Up SpnnMerwith Co-Molded
vv I
34.3
Wiper Seal. Side and Bogom Inlet lhP NPT Female
3
46•
Threaded Inlet YAM Pressure Regulating Device.
2.27 iI
w Is U
Rain Bird RWA4 C
20 30
imz ,rn.
Root Watering System with 4P diamelerx 35.0'Ieng
Rain Bird PGA Mile
44" ..
Will, locking grate, semi -rigid mesh tube, and check
6!
Room 7651"
valve. Rain Bird bubbler option as indicated 1401
11.0
3
0.25 gpm, 1402 0.5 gpm, 14041.0 gpm, 1408 2A
Bubbler
44°
gpm.
44"
Hubbell Way
IRRIGATION SCHEDULE - Meter 2
SYMBOL
MANUFACTURER/MODEIJDESCRIPTION
.000
Rain Bird 1804- SAM -PRS SO Series
1" 1.50
Tuff Spmy4.0"Pop -Up SpnnklerwiffiCaMolded
9f Febco 7651'
Wiper Sell. 112" NPT Female Threaded Inlet. With
Pressure Vacuum Breaker, bress with ball valve SOV.
Seal- A -Matic Check Valve. Pressure Regulagng.
i" 1.50
Rin Bird 1804- SAM -PRS 8 Series MPR
and the highest point in the downstream piping.
Turf Spray 4.0" Pop-Up Sprinkler wlih Co-Molded
hrigagon Lateral Line:Blu -Lock antl PVC Class 200
Wiper Seal. 12" NPT Female Threaded Inlet With
SYMBOL
MANUFACTURER/MDDELIDESCRIPTION
QTY
Rain Bird IB04- SAM -PRS 12 Sods MPR
i°
.28
C3
Wiper Sao. 112' NPT Female Threaded Inlet. Won
#° M VaWe FlOx
Seal- A -Matic Check Valve. Pressure Regulagng.
O0p0® ®m
Rain Bird 1604SAM -SAM ADJ
"
Turf SprW4.0 °Pop -Up Spnalmrwith Co-Molded
14.2
Wpm Seal. 1/2" NPT Female Threaded Inlet With
1°
4,19
® ® ®®
I
14
Shrub Spmy 6.0° Pop -Up Sprinkler with Co-Molded
43A
Wiper Seal. Side and Bottom Inlet 1W NPT Female
Rain Birtl PGAAngle
Threaded Inlet With Pressure Regulating Device.
O ® ® ®�
Rain BIN 1806 -PRS AOJ
3
Shrub Spray 6.0" Pap -Up Spnnkler wish Co-Molded
4.5
Wper Seal. Side and Bottom Inlet UT NPT Female
Rain Birtl PGA Angle
Threaded Inlet. With Pressure Regulating Devise.
x d S 9
19z ' s
Rain BIN RWS -B -G
13
Root Watering System with 4.0 ' dlamebar. 36.9' long
B
Rain BIN PGAM91e
11
valva. Rein Bind buhbler opg0n as indicated: 1401
g-
Rem ne r
-
qy-
Y" 94• b"
2
Rea Birtl PGA Angle
Y•
1.69lnlh
Piln ®rue
vv I
34.3
1 ',1- 1/2°,2' Electric Remote Control Valve, Angle.
3
46•
.• M.. 'A"
2.27 iI
0.35
10
131.5
65.8
3
Rain Bird PGA Mile
44" ..
I
6!
Room 7651"
1
11.0
3
Ran Bird FGA Mile
Bubbler
44°
0.30
44"
3
41_
44°
.44"
Turf Spray
Y"
0.0.5
Pressure Vawum Breaker, mess wIM ball valve SOV.
115A
38.5
4
4t°
Turf Spmy
"
0.45
15
r,
41.6
4
Ren Bid PGA Angle
Tuff Spray
1.9011
0.45
Install IT( 305MM) above highest downstream most
130.]
�9
4
"
Shmb Spray
1.911nti
0.35
�L1p•• 3'
63.0
31.5
4
Rain Bid PGA MgIe
Bubbler
7.661mh
and the highest point in the d0wnsream piping.
3
3
-
5
-
Bubbler
7.66INh
0.30
3
6
6
5
Rain Bid PGA Mile
Tun Spmy
2.B8 imh
0.45
Irrigation Line: Blu-t PVC Class 200
613.31.(.
I
5
Rain Bird PGA Angle
Shmb Spray
3
0.35
1
100.2
50.1
1
Rain Bird PGA Mile
V""
:-
�� I
3
4.5
4.5
red by
Bluiock pipe, as manufactured by Hydra Ran, tY2"
pipe, a
Rain Bid PGA MgIe
Shmb Spray
1.28 Wh
0.35
17
53.0
26.5
I
Rain BIM! PGAMgIe
Bubbler
Imo„
030
1
40.4
40A
7
Ram BIM PGAMgIe
I
5
0.35
10
tot ", then PVC Class 200 far 144 and larger.
57.5
4q^
Rain Bind PGA MgIe
Tuff Spray
1.85 Wh
V 1.00
15
61.2
20.4
]
Rain Bbd PGAM&
Turf Spmy
3.20 inlh
0.45
9
25.6
8.5
B
Rein Bird PGA MgIe
1 .92
2.24Idh
0.45
13
55.1
16A
B
Rain Bind PGA M&
Bubbler
8.51 iruh
0.30
3
4.5
4.5
9
Ran Bird PGA MgIe
Turf Spray
1.73 inch
0.45
16
00.4
9
Rain Bird PGA Angle
Turf Spray
1.74 inlb
Irrigation Mainline: PVC Class 315 SDR 13.5
1]4.41.(.
72.3
24.1
5
Rain Bird PGAMgIe
Tuff Spmy
4
0.45
26
488
158
10
Rain BId PGA Angle
Tuff Spmy
1.70livh
0.45
to
75.5
25.2
11
vale. caeoe
Bubbler
7.661n/b
0.30
3
6
6
1"
Rain Rid PGAAngle
"
�'"
0.30
2
4.5
4.5
11N"
Valve Number
357
1,852
810.9
V .00
.73
r tso
1 "3
68
�
70
�
I 44•
rr a
vmveRaw
Ci
C2
Y I
1' 1.80
Valve see
2
4
Rains
AF
A!
Y
Reln®nscr
;4+
1'
.]]
V,
1'
9.33
14°
-
W
v I
6
H.•
77
Hubbell Way
IRRIGATION SCHEDULE - Meter 2
SYMBOL
MANUFACTURER/MODEIJDESCRIPTION
.000
Rain Bird 1804- SAM -PRS SO Series
ve ar zr
Tuff Spmy4.0"Pop -Up SpnnklerwiffiCaMolded
9f Febco 7651'
Wiper Sell. 112" NPT Female Threaded Inlet. With
Pressure Vacuum Breaker, bress with ball valve SOV.
Seal- A -Matic Check Valve. Pressure Regulagng.
0008
Rin Bird 1804- SAM -PRS 8 Series MPR
and the highest point in the downstream piping.
Turf Spray 4.0" Pop-Up Sprinkler wlih Co-Molded
hrigagon Lateral Line:Blu -Lock antl PVC Class 200
Wiper Seal. 12" NPT Female Threaded Inlet With
Blu -Lock pipe, as manufactured by Hydra Rain, VZ'
Seal-A -Matto Check Valve. Pressure Regulating.
f & O Y
Rain Bird IB04- SAM -PRS 12 Sods MPR
INgagon Mainline: PVC Class 315 SDR 13.5
TIM Spray 4.0" PopUp Sprinkler Won Co-Molded
Ve1reLeAOUt
Valve Number
Wiper Sao. 112' NPT Female Threaded Inlet. Won
#° M VaWe FlOx
Seal- A -Matic Check Valve. Pressure Regulagng.
O0p0® ®m
Rain Bird 1604SAM -SAM ADJ
"
Turf SprW4.0 °Pop -Up Spnalmrwith Co-Molded
14.2
Wpm Seal. 1/2" NPT Female Threaded Inlet With
Ran Bid PGAMgIe
Seel -A -Marc Check Valve. Pressure Regulagng.
® ® ®®
Asia Sid 1806 -PRS 8 Series MPR
14
Shrub Spmy 6.0° Pop -Up Sprinkler with Co-Molded
43A
Wiper Seal. Side and Bottom Inlet 1W NPT Female
Rain Birtl PGAAngle
Threaded Inlet With Pressure Regulating Device.
O ® ® ®�
Rain BIN 1806 -PRS AOJ
3
Shrub Spray 6.0" Pap -Up Spnnkler wish Co-Molded
4.5
Wper Seal. Side and Bottom Inlet UT NPT Female
Rain Birtl PGA Angle
Threaded Inlet. With Pressure Regulating Devise.
x d S 9
19z ' s
Rain BIN RWS -B -G
13
Root Watering System with 4.0 ' dlamebar. 36.9' long
16.3
with lacking grate, semi -ngid mesh tube, and check
Rain Bird PGA Angle
valva. Rein Bind buhbler opg0n as indicated: 1401
2.5B Wh
0.25 gpm, 1402 0.5 gpm, 14041.0 gpm, 1408 2.0
9
gpm
Rcwsl9rvs
OTY PSI
84 30
9 30
4 30
6 30
7 30
1 30
21 30
SYMBOL MANUFACTURERIMODEUDESCRIPTION
Ow
Rain Bird PGA Angle
11
1',1 -112°, 2" Electric Remote Conbd Valve, Angle.
GALMEEK
9f Febco 7651'
1
Pressure Vacuum Breaker, bress with ball valve SOV.
Shrub Spmy
Insmll 12' (305MM) above highest downstream auger
0.35
and the highest point in the downstream piping.
55.0
hrigagon Lateral Line:Blu -Lock antl PVC Class 200
601B I.f.
Blu -Lock pipe, as manufactured by Hydra Rain, VZ'
Turf Spray
to 1 ', then PVC Class 200 for 1 -1/4' and larger.
0.45
INgagon Mainline: PVC Class 315 SDR 13.5
175.9 11
Ve1reLeAOUt
Valve Number
1
#° M VaWe FlOx
Turf Spray
Valve S¢e
OAS
WATERING SCHEDULE
NUMBER
MODEL
TYPE
PRECIP
INAVEEK MIKMEEK
GALMEEK
GAL/DAY
1
Rain BIN PGA Angle
Shrub Spmy
1.55 inum
0.35
14
55.0
27.5
1
Rain Btd PGAAngle
Turf Spray
1.93 inA
0.45
14
119.0
39.7
1
Rein Bid PGA Angle
Turf Spray
2.73 in/n
OAS
10
42.6
14.2
1
Ran Bid PGAMgIe
Bubbler
1.36 iMI
0.30
14
43A
43A
2
Rain Birtl PGAAngle
Bubbler
7.66 idh
0.30
3
4.6
4.5
2
Rain Birtl PGA Angle
Tun Spray
2.17 huh
0.45
13
49.0
16.3
2
Rain Bird PGA Angle
Shmb Spray
2.5B Wh
0.35
9
129.9
64.9
2
Rea Birtl PGA Angle
Shrub Spey
1.69lnlh
0.35
13
34.3
17.2
3
Rain Bind PGA Angle
Shrub Spray
2.27 iI
0.35
10
131.5
65.8
3
Rain Bird PGA Mile
Tuff Spey
2.24 iNh
0.45
13
NA
11.0
3
Ran Bird FGA Mile
Bubbler
7.66 iNh
0.30
3
3
3
3
Rain Bird PGA Angle
Turf Spray
1.79 inlh
0.0.5
16
115A
38.5
4
Rain Bird PGA Angle
Turf Spmy
1.901nlh
0.45
15
124.7
41.6
4
Ren Bid PGA Angle
Tuff Spray
1.9011
0.45
14
130.]
43.6
4
Raln Bird PGA Angle
Shmb Spray
1.911nti
0.35
11
63.0
31.5
4
Rain Bid PGA MgIe
Bubbler
7.661mh
0.30
3
3
3
5
Rain Bid PGA Angle
Bubbler
7.66INh
0.30
3
6
6
5
Rain Bid PGA Mile
Tun Spmy
2.B8 imh
0.45
10
29.2
93
5
Rain Bird PGA Angle
Shmb Spray
2.13 inth
0.35
10
100.2
50.1
5
Rain Bird PGA Mile
Bubbler
7.66 idh
0.30
3
4.5
4.5
6
Rain Bid PGA MgIe
Shmb Spray
1.28 Wh
0.35
17
53.0
26.5
6
Rain BIM! PGAMgIe
Bubbler
2.13 high
030
9
40.4
40A
6
Ram BIM PGAMgIe
Shrub Story
2.24 hub
0.35
10
114.9
57.5
]
Rain Bind PGA MgIe
Tuff Spray
1.85 Wh
0A5
15
61.2
20.4
]
Rain Bbd PGAM&
Turf Spmy
3.20 inlh
0.45
9
25.6
8.5
B
Rein Bird PGA MgIe
Tuff Spmy
2.24Idh
0.45
13
55.1
16A
B
Rain Bind PGA M&
Bubbler
8.51 iruh
0.30
3
4.5
4.5
9
Ran Bird PGA MgIe
Turf Spray
1.73 inch
0.45
16
00.4
22.8
9
Rain Bird PGA Angle
Turf Spray
1.74 inlb
0.45
16
72.3
24.1
10
Rain Bird PGAMgIe
Tuff Spmy
1.67 inh
0.45
26
488
158
10
Rain BId PGA Angle
Tuff Spmy
1.70livh
0.45
to
75.5
25.2
11
Ran Bid PGAAngle
Bubbler
7.661n/b
0.30
3
6
6
11
Rain Rid PGAAngle
Babbler
6.441Nh
0.30
3
4.5
4.5
TOTALS:
357
1,852
810.9
e�YSa
6Q
og
Eea
o_e
U v:
m
C
M
a
C
C3
m
.`
U)
Q>
E
O
m
l0
_ 3 U
a
D
:3 O
2 �
ome 4 -26 -13
arm 1=10' -0'
omva, ORF
eon Hubbell Way
L1.0
or sneeb
IRRIGATION SCHEDULE - Meter 3
SYMBOL
MANUFACTUREWMDDEUDESCRIPTION
o e o 660
Rain Bird 1804SAM -PRS SQ Series
as n 1. 11
Turf Spay4.G °Pap -Up SpArlderwtM Co- Molded
Slelk Pressure M POC:
Wiper Seel. 12° NET Female Threaded Inlet, With
Elevation Change:
SBeI-A-Maso Check Valve. Pressure Regulating.
®G 41®
Rain Bird 1804 - SAM -PRB 0 Series MPR
LBMdh M S.M. Una:
Tod Spray 4.0° Pap -Up Sprinkler With C.N.1ded
Pressure AvallaNa:
Wiper Be.]. 12° NET Female Threaded Inlet. With
DESIGNANALYSIS
SealA -Matic Check Valve. Pressure Regulating.
0 000
Rain Bird 180445AM -PRS 10 Bud. MPR
o r x r
Tod Spray 4.0- POp-Up sprinkler with Co- Molded
Residual FlowAvalabli:
Wiper Seat. 112° NET Female Threaded Inlet With
Cabral Slasgim
Seal -A -Matic Check Valve. Pressure Regulating.
000m ®mm
Rain Bird! 100LSAM -PRS ADJ
Lose Elev. high bead to vase:
Tuff Spoi Pop-Up Sprinklervnih Co-Molded
Pipe Loss Critical Head
Wiper Seal. 12° NPT Female Threaded Inlet W N
toss Flti Famosic
9
Seal[A -Matic Check Valve. Pressure Regulafing.
° w
Rain Biel 180 &PRS SO Series
m'se
Shrub Spray 6 0 POp- Up SpdnklerwM CO- MDided
Loss fa
Wiper Seal. Side and Bottom Inlet. 12' NET Female
Loss for Main Line:
Main
Threaded Inlet. With Pressure Regulafing Device.
®e ®®
Rain Bird 1806 -PRS 8 Bad. MPR
B.M.
Lrnfim
Shrub Spray 6.0' Pop -UP SprinklerwiM Co-Molded
LosiforWflon Mete[
mm Mo
Wiper Seel. Side and Bottom Inlet. 12' NET Female
Cress. sUtion Pressure at pGC:
Threaded Inlet Win Pressure Regulating Device.
Pressure Assirsisle,
Rain Biol 1808-PR816 SMp Series
Pons
ResMUal Pressure Avallable:
Shrub Spray 6.0' Pop -Up Sprinkler WIN Cc Molded
0.5
Wiper Seal. Side and Bottom Inlet. l2' NPT Female
0
Threaded Inlet With Pressure Regulating Devlce.
O+ ® ®®g
Rein Bud 1805 -PRS ADJ
a Is Is
Shrub Spray 6X ° Pop -Up Spirld.rWiN CO- Molded
5
Wiper Seal. Side and Bottom Inlet. l2' NPT Female
0.5]
Threaded Inlet With Pressure Regulating Device.
ae 8 9
Rain Bird RWS-B-C
uez Ise
Root Watering System with 40 diammerx 36.0- long
0.62
with locking grata, semi -rigid mesh tube, and check
BOB
valve. Rain Bid bubbler option as indicated 1401
CI
0.25 gpm, 1402 0.5 spin, 14041.0 gpm, 1408 2.0
156
glom.
SYMBOL MANUFACTURERIMOOEVDESCRIPTION
Rain RIM PGAMgIe
V. 1AX. 2° Elearc Remote Con"I Valve, Angle.
Br Feb. 70 V
Pressure Vacuum Breaker, brass vnih ball vase SOV.
Install 1Y (305MM) above highest downstream ..list
and the highest point in the downstream piping.
Irrigation Lateral Line: BIB-Lock and PVC Class 200
Blu4ock pipe, as manufactured by Hydro Rain, V2-
to 1 °, than PVC Class 200 for 1 -114' and larger.
Im,11mi Mainline: PVC Class 315 SDR 13.5
Valve Cellos
Valve Number
M 9 v.lue Flora
Valve.
P.O.C. NUMBER MI
Weitersouecelnldreem6on
FLOWAVAILABLE
Water Meierslre:
1°
Flow Avallable:
23.10".
PRESSUREAVARABLE
a
Slelk Pressure M POC:
65.00 psi
Elevation Change:
0.00 6
SeMceunestre:
1°
LBMdh M S.M. Una:
2D.00 ft
Pressure AvallaNa:
63.00 Psl
DESIGNANALYSIS
0
Maximum Saigon Flow.
6.50 gpm
Flow Avallable M POG:
23.101rpm
Residual FlowAvalabli:
14.60gpm
Cabral Slasgim
1
Dedgn Preasme:
30.00 psi
Lose Elev. high bead to vase:
000 psi
Pipe Loss Critical Head
DA2psi
toss Flti Famosic
9
103 psi
P
9
IesureH
5.35 s
PI
.at Co:
Leasure Has. et CrBml SiaOOn:
302
Loss fa
d02pN
p
Loss for Main Line:
Main
psi
Loss for Valve Elevation:
)GO
0.00 psi
B.M.
Lrnfim
3A6 psi
LosiforWflon Mete[
mm Mo
psi
Cress. sUtion Pressure at pGC:
39.94 psi
39.940
Pressure Assirsisle,
63.06 psi
Pons
ResMUal Pressure Avallable:
23.06 pal
P.O.C. NUMBERM2
Wafer SOacalnfeneallon
FLOWAVAILABLE
QTY PSI
20 30
2 30
4 30
3 30
15 30
6 30
6 30
8 30
6 30
OTY
5
1
348.0 I.E.
172.811
Water Meter Size:
1°
Flow Available:
23.10 Spin
PRESSUREAVAILABLE
a
use. Pressure at Poo:
65.00 Psi
Buvaften Charge:
0.008
SeMre Une Ill.
1°
Larch Of S.M- Line,
20.00 ft
Pressure Available:
63.00 psi
DESIGN ANALYSIS
0
Madmen Shoo. Fbw.
933gpm
Flow Available at POC:
23.10 Spin
Residual Flow Available:
13.]7 gpm
Cr Ucel Staffm
4
Design Pressure:
30.00 psi
Loss Ele¢ high hand an valve:
000 psi
Pipe Loss Critical Head
0.54 psi
Lass FNn 0 Fade.
0X5 PSI
LossreP 1e VeNe:
B
563 ps
Pressure Par. at Gitira13ea0on:
9
36.03 psi
P
Loss for an
0.02 psi
Main Loss for en Llne:
0.10 psi
Loss for POC Be VaIVe Elevation:
0..6 psi
Losshf Seeks.:
3.0 psi
ts M
LessfmWfien
psi
Critical Pressure
eat POC:
40A
Pro.. Available-
Preau m le:
IGA]psi
63 00 psi
Residual Preswre Available:
Pms-
12.58 psi
IRRIGATION SCHEDULE- Meter 4
SYMBOL
aoex a a ®®
a +.
ri b H
60 ®f(p
O 900000
ao v g 0 O
®® ®
dD
seT
® ®COog
U i A 9
1.2 14ea
Rain Bird 1804- SAM -PRS SQ Series
Tuff Spray 4.0° Pop -Up Sprinlderwith Co- Molded
Wiper Seal 12' NET Female Threaded Inlet. With
Seel -A -Matic CheckV.bm. Pressure Regulating.
Rain Bird 1804- SAM -PRS 8 Series MPR
Turf Spray 4.9' Pop -Up Sprinkler with Ca- Molded
Wiper S.M. 12" NET Female Threaded Inlet With
Seal -A -Matic Check Valve. Pressure Regulating.
Rain Bird 1804 -PR512 Series MPR
Tuff Spray 4.0' Pop-Up Sprinkler with Co-Molded
Wiper Seal. 12' NPT Female Threaded Inlet. Win
Seal- A- M.U.Check Valve. Pressure Regulafing.
Rain Bird 180"AM -PR8 ADJ
Tuff Spray 4.0" POp'Up Sprinkler with Co- Molded
Wiper Bead. 112° NET Female Threaded InIeL With
Seal -A -Matte Check Valve. Pressure Regulating.
Rein Bbd 180 &PRS SQ Series
Shmb Spay 6.0° Pop -Up SpdnMerWffi Co-Molded
Wiper Seal. Sitle and Bottom Inlet. 117 NPT Female
Threaded Inlet. With Pressure Regulating Device.
Rain Bird 180 6-PRS 8 Series MPR
Shrub Spay 6.0° Pop -Up Sprinkler with Co- Molded
Wiper Seal. Side and Bottom Inlet. 12" NPT Female
Threaded Inlet. With Pressure Regulating Device.
Rein Bid 1806 -PRS 15 Strip Series
Shrub Spray 6.0° Pop -Up Sprinkler with Co- Molded
Wiper Seal. Sitle and Bottom InIeL 12 - NET Female
Threaded Inlet. Wlih Pressure Regulating Device.
Rain BIN 1806 -PRS ADJ
Shmb Spay 8.0" Pop -Up Sprinkler with Co- Molded
Wiper Seal. Side and Ba9om Inlet. 12° NPT Female
Threaded Inlet. With Pressure Regulafing Davin.
Rain Bid RWS -B -C
Root Widening System with 4.0- diameter x 360 long
with locking gate, semi -rigid mesh tube, and check
valve. Rain BIN bubbler option as Indicaled: 1401
0.25 gpm, 14G2 0.5 spin, 14041.0 gpm, 1408 2.0
GPM.
SYMBOL MANUFACTURERIMODEUDESCRIPTION
Rain Bird PGA Angle
1 °,1 -12', 2" Electric Remote Control Valve, Angle.
fiF Febo87651-
Pressure Vacuum Breaker, brass Win ball valve SOV.
Install 12° (305MM) above highest downstream Ouflet
and the highest point In the downstream piping.
Irrigation Lateml Line: Blu -Lock and PVC Class 200
Blu -Lock pipe, Be manufactured by Hydra Rain, 12'
to 1°, Olen PVC Class 200 for 1 -114" and lamer.
Mi,M.n Mainline: PVC Class 315 SDR 135
Valve "But
Valve Number
VeWe 3oe
P.O.C. NUMBER ME
Water SOUrteIMOnnation
FLOW AVAILABLE
Wit., Meter She:
1"
Flow Avallable:
23.10 gpm
PRESSUREAVAIIARLE
a
Static Pressure at POC:
0.00 psi
Elevetton Change:
0.00 It
SaMrre Una Scei
1
Lamfin.r Service L'ne
200oft
Pressure Avellable:
03.80 psi
DESIGNANALYSIS
0
Maximum Suction Flow:
14.43 spin
Flow Available at POC:
23.10 SP,.
Residual Flow Available:
8.67 gum
Cd6nl SUOGn:
2
Design Pressure:
30.00 pal
Lass Elev. high head mvalve:
0.80 psi
Pipe Loss Cducal Head
0.76pel
Loss FlNn 9 Fadac
DAB p I
Loss Neul
g
5.54 psi
P
at Cr:
Pressure Ran. a1Cn &al Station:
36.36 psi
Less for
0.13 psi
Man
Loss for n Li
Mel
1.30 psi
toV
Less for POC b Valve Elevation:
psi
Less for Buckles! :
3.69 pal
3.6
inged
Loa fm Water Meter.
4.14 pal
Pressure al POC:
42.64 pal
Press. a Avall
Preswre Available:
63.00 PSI
Residual Pressuregvailahle:
20.36 ps1
peI
QTY PSI
3 30
2 30
4 30
3 30
40 30
4 30
0 30
.1domms
PC
PF
HA
SU
a
IE
ETWU
Elev.e.r Ch rge:
0.609
SeMre Line See:
1°
lenolh or seMre Line:
Ct-1
42.9
0.7
366
0
0.62
0.71
9.596
H'amrane
Vehn
Method
Area
%.rare.
M-2
419
0.4
106
0
0.62
0.]1
],5]3
MW
cif
5
366
].W
M.3
419
B.2
30
0
0.6E
o.]3
225
LW
C32
5
to
2.01
CIA
42.9
0.5
158
0
0.62
0.71
2,959
ryw
CIS
5
30
0.5]
a -5
.19
as
43
0
0.62
a7
BOB
IM?
CI
5
156
9.02
CIE
429
BE
239
0
0.62
all
3,581
ryW
cis
9
43
0.82
CLJ
42.9
0.4
43
0
0.62
0]1
6N
LW
C1.6
5
ISE
I,"
M-0
423
0.5
154
0
0.82
on
4885
LW
C34
5
a
0.82
C1 -9
4R9
0.7
175
0
0.62
071
4,509
MW
CIS
5
154
2.94
Cl-ID
423
as
101
0
0.62
071
1,892
LW
CS -9
5
175
an
C1 -11
42.9
0.2
33
0
0.42
0A1
97
LW
01.10
5
101
1.93
Q -1
42.9
OS
150
0
0.62
0X1
3,3R
HW
M -11
3
19
SEE
a
423
0.2
32
0
0.62
0.71
ao
MW
C21
5
IV
3.44
Q -3
42.9
0.5
BS
0
0.62
001
3$92
MW
C22
5
32
161
Q4
42.9
0.7
359
0
0.62
0.7I
9,414
HW
czS
3
a
1.62
QS
42.9
0.4
61
0
162
031
914
HW
CD4
S
359
GB6
06
419
0.5
IM
0
0.62
0.73
3,447
LW
Q.5
5
61
1.1]
Qd
42.9
0.7
174
0
0.6E
0.71
4,563
LW
CL6
5
184
3.52
Qd
42.9
d.2
16
0
0.62
0.72
120
1W
C7r7
3
124
333
0-9
42.9
0.4
.113
0
0.62
0.71
1,03
IW
us
5
is
031
C2 -10
419
OA
145
0
0.62
0.71
2,173
LW
C2.9
5
113
2.16
a -li
42.9
as
24
0
0.62
0.71
450
LW
Q.10
5
MBI
21D
CS-1
429
OA
126
0
0.62
0.71
1.888
LW
Q -11
S
24
0.46
a 2
42.9
DA
332
0
0.62
0.71
4,975
By
01
6
126
2.41
C33
419
0.7
282
0
0.62
0.73
7,395
LW
C3.2
S
332
6195
C3-0
42.9
0.2
12
0
0.62
0.]1
90
LW
ME
5
282
5.39
tli
42.9
0.5
1.
0
0.61
0.71
%900
LW
04
s
12
0.21
G-1
429
0A
am
B
0.62
0.21
4,555
LW
03
5
335
61,E
00.2
42.9
OA
415
0
0.62
0.71
5.553
LW
Gd
5
301
5.81
Cdd
429
OA
155
O
Cal
0.71
2.368
MW
Cb2
s
438
8.37
G2
42.9
OJ
287
0
0.62
on
7,526
MW
C43
3
ISE
3.02
C45
42.9
0.2
24
a
0.62
0.71
Us
144
C4.4
5
2B]
B
CA6
42.9
0.5
153
0
0.62
Air
2,80
MW
C43
DAB
2A B
MW
C4i
5
n
2.92
TeYel
103,332
mail mail
5.1 ,]31
IOpAO
3 3G MAWA /ETWU Comparison
MAWA
42.9 x 0,62 x [0.7 x 5869) +10.3 x 01
B 30 = 109.264 gallons
ETWU (from table)
= 101.132 gallons
ETWU Is less than MAWA
Cli
6
I
413.71.0.
173.3 Lt.
P.O.C. NUMBER M4
vV iter s.ume Information
FLOWAVAIIABLE
Water Meter Size:
1°
FI.AVailabli:
23.10gpm
PRESSUREAVAILABLE
GPM
StaG Pressure W POC.
65.00 pea
Elev.e.r Ch rge:
0.609
SeMre Line See:
1°
lenolh or seMre Line:
20 a0 ft
pressure Avmleble:
63.00 psi
GESIGNANALYSIS
1.551nls
Maxmum Gain. R.
13.15".
Fluv AvWlahle al POC:
23.10 opm
Residual FlmvAvallable:
egsgpm
Crum State.
6
resign Pressure:
30.00 psi
Loss Rev. high head to vase:
0X0 psi
Pipe Loa CdOod Head:
0.64 IN
Loss Fith 9 For1w.
006 psi
8
LeavueR hat
5.51 sl
P
Ce:
Pressure Reg. ai CM'val Slatlon:
36.21
Loss fm
.13,psi
0.13psi
MWnU
Loss for MOO Lhe:
1.26psi
Loss for POCK V. Elevation:
000ps1
Loss for Ba
3.63 psi
Loss for 1. M.
Meter.
DEC psi
uisse
OdOwleAvao Pressure al POC:
43.08 psi
Pressure AvaihMe:
63.00 09
Rrsldual Press. re gvalMble:
20.92 pal
VALVE SCHEDULE
NUMBER
MODEL
SIZE
TYPE WIRE
PSI PSI POC
GPM
HEAD ELEV
VALVE ELEV
PRECIP
1
Rain BIN PGAMgIe
1-
Shrub Spray
34.96
3.93
0.00 ft
0008
1.551nls
1
Rain SId PGA Angle
1-
Tud Spmy
35.71
8.50
0.00 ft
OBOIt
1.931n#e
1
Rain BIN PGA Angle
1-
Tud Spmy
34.99
4.26
0.00 ft
0,00 It
2.731Nh
1
Rain SIN PGA MBle
1°
Bubbler
34.82
3.10
0.000
0,00 ft
1.38 iNn
2
Rain Bird PGAAngle
1°
Bubbler
34.41
1.50
0.00 ft
0.00 ft
TIPS iNh
2
Rain Bird PGA Angle
1
Tud Spmy
35.00
3.77
0.009
0100 ft
2.17 inlh
2
Rain BIN PGA Angle
1
Shrub Spay
36.3B
14.43
DDOit
Goo it
258 imh
2
Rain BEd PGA Angle
t"
Shrub Spray
34.70
2.64
0.00 ft
0.009
1.69 tnlh
3
Rain Bid PGA Angle
V
shrub Spay
36.12
13.15
0.000
0.008
2.27 mb
3
Rain Bid PGAMgIe
V
Turf Spay
34.75
2.68
0.000
0.00 it
2.241CM
3
Rain Bid PGA MgIe
V
Bubbler
34.31
1.00
0.00 it
0.009
7.66 huh
3
Rain BIN PGAMgIe
V
Turf Spay
35.59
7.21
ODD it
0.008
179 iVin
4
Rain Bird PGA Angle
V
Tud Spray
35.01
8.32
0.00 ft
0.00 it
1.90 Win
4
Rain Bid PGAAWIB
1°
Turl
36.03
9.33
0.00 It
0.008
1.98 win
4
Rain Bird PGA Angle
1°
Shrub Spay
35.36
5.73
0.009
OGGft
1.91 rub
4
Rain Bird PGA Angle
1°
Bubbler
34.31
1.00
0.00 ft
0.009
7.06Imin
5
Rain Bird PGA ABgis
1-
Bubbler
34.53
2.00
0.00 ft
0.009
7.66Imh
5
Raln Bird PGA Angle
1'
Tud Spray
34.73
282
0.008
a.GOft
2.881n1h
5
Rain Bird PGA Angle
1'
Shrub Spray
36.35
10.02
0.009
OXo9
2.131Nh
5
R.I. Bird PGAAngla
1°
Bubbler
34.43
1.50
0.009
OXDit
7.661Nh
6
Rain Bird PGA Angle
1°
Shrub Spray
34.78
112
0.009
0.009
1.281Nh
6
Rain Bird PGA Angle
1"
Bubbler
35.11
4.49
0.008
0.009
2.13 truh
6
Rain Bird PGA Angle
1
Shrub Spray
36.22
11,19
0.00 It
0.009
2.21 tNn
7
Rain Bird PGA Angle
1
Tud Spay
35X8
4.00
0.009
0.009
iA5 tmh
7
Rain Bid PGA Angle
1
Tud Spay
3411
2.84
0.009
0.00ft
3.20 trust
B
Rain Bid PGA Angle
1°
Turf Spay
35.07
4.24
0.009
0.008
2.24 iNn
8
Rain Bid PGA Angle
t'
Bubbler
34.40
1.50
0.008
0.009
8.61 inlh
9
Rain Biel PGA Angle
1°
Tud Spmy
35.10
4.28
0.009
0.009
1.73Inlh
9
Rain Bird PGA Angle
1'
Turf Spray
35.02
4.52
0.008
0.0 ft
1.74 ash
10
Rain Bird PGA Angle
1-
Turf Spray
34.48
1.80
0.009
0.00 ft
1.011Nn
10
Rain Bid PGA Angle
1-
Tied Spray
35.05
4.72
0.009
0.00 It
1.70 Min
11
Rain Bid PGA MgIe
1°
Bubbler
34.49
2.00
0.009
0.00A
7.66 iNh
11
Rain Bird PGAMgIe
1'
Bubbler
34.41
1.50
0.00 ft
0.008
BA4 must
Common Were
096.3
RENSIONS
B
o
{m
0�
is re
ce
as
m S
E
p as
LL
0'�4
ss
ore
Ou�ia
N
4n
v o
C
N �
N U
J rp
c U
o O
N J
m WW
U)
a)
E
O
m
M E
w
3 U
re
� a
0 e9
� O rn
Ire
2 J
Dave 4 -26 -13
sale 1=10' -0"
pm.° LEE
Hu
all Way
L1.1
. are.,
PLANT SCHEDULE
GROUNDCOVERS
QTY
COMMON NAME I BOTANICAL NAME
CONT
31
Crimson Pygmy Barberry/ Barbara thunbergii'Crimaon Pygmy
ig .IQ 12 'oc
24 -box
151
Trailing Gramme/ Garman'Sunburst
get @B "oc
®
130
Tailing Gazania /Gaznme'Whlte'
flat @3 "ac
24 -box
58
Mond. Seem/ Ophinpogonpponicus
flat @8 "oc
24 -box
1.490 of
Banned Dwarf Pumas I Tuff Sod
and
PLANT SCHEDULE
SHRUB AREAS
OW
COMMON NAME (BOTANICAL NAME
CONT
93
Pmstrata Glossy Abelia /Abeliaxgmndiflem'Pmsbata
1gal @36 -no
24 -box
45
Bank Catdaw l Aada md.lens
19.1@48°..
I
16
American Boxwood/ Buxus sampenirens
igai @2cm,
PLANT SCHEDULE
TREES
SHRUBS
CODE
QW
COMMON NAME / BOTANICAL NAME
CONT
CE
3
Multi -Tmnk Eastern Redbud/ Garcia canadensis
24 -box
UN
5
Crape Myrtle ILa....foments iodine touriei'Natch.i
24box
LT
B
Craps Myrtle/ Lagendenemia indica fatnel 'Tusaror4'
24 -box
PAS
6
Lane.. Plane Tr ee / Plateaus mamIolia'Bloodgood
24 -box
PV
10
Purple Leaf Plum/ Prunus ceresikrz'Krauler Vesuvius'
24-box
CODE
QTY
COMMON NAME /BOTANICAL NAME
CONT
AGP
11
Prostrelr Glossy Ab.lia/ Abelia g2ndifims'Prosbata'
igai
AAP
55
Dwarf Blue Lily of the Nlle l Agapanthus 'Peter Pan'
igai
BS
8
Amerman Boxwood/ Buxus sempervir ens
1gal
CA
4
While Camellia l Camellia mararcu.'App. Bloasam'
igai
CY
6
Califnim. I- MC/ C .... thu.,nomshonxoatalis'Yenkea Pninf
Igal
CC
2
Concha Ceammim. I Cmemil to hybnd'Concha'
5ga1
CB
60
Mannish Mahogany/ Cecacarpus betul.ides(alnifolius)
15 gal
UP
4
Purple Leafed deloused Bush/ Dodo nsea vlswsa Torpurea'
5gal
LP
6
Purple Tailing, Lantana / Lantana montevidensis
1 gal
LG
4
Grosso Lavendin l Lavandula x intermedia'Gmsso
tgal
Pan
21
Ban. Baby New Zealand Flax I Ph..ium- Br.nxe Baby
19.1
PW
5
Wheelers Dwarf Mack Orange/ PIN.spomm t.blm'Wheelem Dwarf
1gal
RS
65
Springtime Indian Hawborne/ Rhaphi.lapis indica'Spnnglims'
igai
RG
25
Gm-Law Fragrant Stmac/ Rhus aomW.'Gm,l-mV
tgal
RR
19
Gronshmom Pass RSa Flower Carpet Red'
1gal
RW
25
White Ground., Rasa /R aa'Flower Carpet While'
5gal
SM
3
Mexican BUSh Sage/ Salvia I....%.'Midnighf
5ga1
Si
23
Potato Vlne/ Solarium fasminoides
5gal
REFERENCE NOTES SCHEDULE
SYMBOL DESCRIPTION
0 Contractorshall supply height and width of Cemoerpus Betuloides to landscape
architect and before ordering plant material. These plants am to be used for
ening and must be of a minimum heighlia be accepted. If a larger container
olis warren @tl to achieve a haler and width for int. them berme
shall msuppty Mme owner an updated pncefor inslalla9on befom any
planOng.ccun.
0 Additional paflo can be added here to allow for me construction of an outdoor
Mopes or BBQ pad.
RENSION5
�So
<�
5E
re
nem 8
pS�
S�
pu�ie
C
m
C
C
i7
(n
a)
E
O
ca E
T m
m '0
u
N J
4 -2T -13
y. 1=10' -0"
DRF
b HubbellWay
�27.0.
n-