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#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 ifyT 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 k ADDITIONAL S TRADER WALL �JJ/ ULL SUPPORT POST 5T 4' CO. TYPICAL REDWOOD SITE FENCES No Scale W Q zlz 110 vJ W J SITE PLAN \ L 1 I F,, e O ff w � r 9 3 SI i - RIDGE ELEV - 395.9' TAMARACK APARTMENTS 2- STOREY BUILDING OVER PARKING VICINITY MAP AVE0. DRIVEWAY ,c2 51 N 73'25 40'.Vbl 38. 00' So=. e+ / 6NEW RE0.4WIS1 ( 'in 1e EUG FfNCfS. TPICAL TREE TROT ON SeZ �er l2'xifN oLEM'oEPS �` pp1CIN 2 .riPATO TRIP PROTECTON FENCE ( 21' MIN. FROM TNUIN) AC r6� AT 2 —r i�G��GG 1 METER 2YO:'a_ � . DIN IAN NG W w to MAN DIG GwVEWAY PAN BU. — :�IANDING !' III NA5" MIN VOF aoOT5CLFANLYW 11 n G1 /// ///,f ti it a / /jam //!%�r�Ras4E1 1 AM - I'a z j .lo ♦ }.i` Mxd /� // //, µ� } / //j I/,- 6I 11 Ind' I, I h &Jr f .,�11 Ir S,ili'1 1 GO.b I I � G.O. •> Z II pZ �'.. DRIVEWAY N 3 I IN DP�IVEN'AY Bul I V.F 1 s 1z n I ese � 1 �� I 7 3 1151' 4 0 : E I •.. �I I 1rt PCPO SES '` G. yP PFINQ .A 0 61 O I° CO' 1 3 8 02 0J "L, _ +YCO - -- I, V NPNE- G. - _ LI 'r 166 .O. GGON 4D SIOEMdLR —`� - rY SA \ h. ON APROx 20 -EDDY WIDE I ; INGRESS EGRESS IN)APRON \ \ AND PUBLIC UTILITY j if EPINE Nh6 EASEMENT b r PIUN `1 l- Rim A/' HI `+"O // . 12 BASI5 OF BEARINGS I IMH SPT�g5A\B S ]3]25 AO' E M3.66' � - fg6] _ SE\ 6 TPG HUBBELL WAY (WIDTH VARIES) StPE R -1000' V AVERY 31X SBO pP �fl =f DO' t =IBS 3g ?P23.�' ?if / IFOflMERL .AVERY LANE) TM�N. / 205 DRAWMGSPREPAREDBY 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 U REVISIONS BY 3 -2 &13 RREST k y? Sb.NTxMM1 _ 3x S I f ifyT PRELIMINARY SET DESIGNREVIEW SET PLAN CIS. PERMTT SEf .iewll rHm,u, r .�+ t O r Ps, v 3 Y"_ 9i ' and AA F AVE0. DRIVEWAY ,c2 51 N 73'25 40'.Vbl 38. 00' So=. e+ / 6NEW RE0.4WIS1 ( 'in 1e EUG FfNCfS. TPICAL TREE TROT ON SeZ �er l2'xifN oLEM'oEPS �` pp1CIN 2 .riPATO TRIP PROTECTON FENCE ( 21' MIN. FROM TNUIN) AC r6� AT 2 —r i�G��GG 1 METER 2YO:'a_ � . DIN IAN NG W w to MAN DIG GwVEWAY PAN BU. — :�IANDING !' III NA5" MIN VOF aoOT5CLFANLYW 11 n G1 /// ///,f ti it a / /jam //!%�r�Ras4E1 1 AM - I'a z j .lo ♦ }.i` Mxd /� // //, µ� } / //j I/,- 6I 11 Ind' I, I h &Jr f .,�11 Ir S,ili'1 1 GO.b I I � G.O. •> Z II pZ �'.. DRIVEWAY N 3 I IN DP�IVEN'AY Bul I V.F 1 s 1z n I ese � 1 �� I 7 3 1151' 4 0 : E I •.. �I I 1rt PCPO SES '` G. yP PFINQ .A 0 61 O I° CO' 1 3 8 02 0J "L, _ +YCO - -- I, V NPNE- G. - _ LI 'r 166 .O. GGON 4D SIOEMdLR —`� - rY SA \ h. ON APROx 20 -EDDY WIDE I ; INGRESS EGRESS IN)APRON \ \ AND PUBLIC UTILITY j if EPINE Nh6 EASEMENT b r PIUN `1 l- Rim A/' HI `+"O // . 12 BASI5 OF BEARINGS I IMH SPT�g5A\B S ]3]25 AO' E M3.66' � - fg6] _ SE\ 6 TPG HUBBELL WAY (WIDTH VARIES) StPE R -1000' V AVERY 31X SBO pP �fl =f DO' t =IBS 3g ?P23.�' ?if / IFOflMERL .AVERY LANE) TM�N. / 205 DRAWMGSPREPAREDBY 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 U REVISIONS BY 3 -2 &13 RREST Al 6 -II -13 Q Iti PRELIMINARY SET DESIGNREVIEW SET PLAN CIS. PERMTT SEf CON3IRUCTION SEC DATE 1 111IG U z RREST Al Q Iti O a ❑ y O C) A � Pi DATE 1 111IG RREST Al 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 4'O.G. TYPICAL REDWOOD SITE FENCES No Scale W \ Q h O �I 0 T r \^ V! \ I J INTO . 6= 9 PAnD �/I 1 DRIVEWAY 1 D 1 e.�:. 1 PEBPP S%'S5f0 I x 1•_ 'B 4 0 E "as z / 3 PT�Htd's / / li. / / WN' WM / SIDEg4K 20 -FOOT WIDE INGRESS. EGRESS '. \ ^;� \ AND PUBLIC UTILITY A" EASEMENT P 55 PSN P. % SET E TPG \ g. °p• 4G 2 B"I" OF BEARING' 5 13725 40' E 263 56' T ;' HUBBiELL WAY (WIDTH VARIES) IFORMERL , /AVERY LANE) 505 CONCEPTUAL LANDSCAPE PLAN J w N c. d' Q 354 6s a ia.92 F-MIN. I� RIDGE ELEV • 395.9' / U HAND . DRIVEWAY TAMARACK APARTMENTS .1 WTHIN 6' OF Ia Ew EAND NIT ANr R/ 2- STOREY BUILDING OVER PARKING - j. ry w ici 9.5 " fa. L PAVEOtORIVEBAY 1 d j/ t N)3'25' 40 �)V.6138. 00' e+ p. W p1..1 _e :p -c, Y:a_y' ......__.__ Sex. ._.. i._.. F 6'NN/RE1Y W i 0 3 • •... �.. - FTNLES, TPIGII. �� PGTO Q I °c / 12 MIGN 0 ENpEPS NCIN a Ff-I CATO QI PATIO . LYIF --I /J�i'. / /t. //. / /f., //i //� INTO . 6= 9 PAnD �/I 1 DRIVEWAY 1 D 1 e.�:. 1 PEBPP S%'S5f0 I x 1•_ 'B 4 0 E "as z / 3 PT�Htd's / / li. / / WN' WM / SIDEg4K 20 -FOOT WIDE INGRESS. EGRESS '. \ ^;� \ AND PUBLIC UTILITY A" EASEMENT P 55 PSN P. % SET E TPG \ g. °p• 4G 2 B"I" OF BEARING' 5 13725 40' E 263 56' T ;' HUBBiELL WAY (WIDTH VARIES) IFORMERL , /AVERY LANE) 505 CONCEPTUAL LANDSCAPE PLAN J w N c. d' Q 354 6s a ia.92 F-MIN. I� / U HAND . DRIVEWAY z .1 WTHIN 6' OF Ia Ew EAND NIT ANr R/ RcaTS CIFANLY (DT - j. ry w fa. L 1 d j/ ,<.. aW V W p1..1 " U 1 INTO . 6= 9 PAnD �/I 1 DRIVEWAY 1 D 1 e.�:. 1 PEBPP S%'S5f0 I x 1•_ 'B 4 0 E "as z / 3 PT�Htd's / / li. / / WN' WM / SIDEg4K 20 -FOOT WIDE INGRESS. EGRESS '. \ ^;� \ AND PUBLIC UTILITY A" EASEMENT P 55 PSN P. % SET E TPG \ g. °p• 4G 2 B"I" OF BEARING' 5 13725 40' E 263 56' T ;' HUBBiELL WAY (WIDTH VARIES) IFORMERL , /AVERY LANE) 505 CONCEPTUAL LANDSCAPE PLAN J w N c. d' Q 354 6s a ia.92 F-MIN. I� U HAND . DRIVEWAY z .1 WTHIN 6' OF Ia Ew EAND NIT ANr RcaTS CIFANLY (DT - HAND) �q_ti0P_ DPyWEN'(PY. I I Uf440 I 'S" 5- PEBPP II __ 14 i•GRt. SED O. fP.ON GOPSCc \ \lN1 APRBN \��m sSNN e; •a 61- I LNV 33"39A SPIKE g1fP 2s, 96J PIUN SPO l55 a. TPY`E O�y ]45.90• TPGNOV N °IBD' I�20. 31X. ONLY l =I SS 39.PP�SO. SN / r 51x r, h0 I II= 101 -011 ORAWMOB PREPARED BY CHRIS SPAULDING - ARCHITECT - 801CAMELIASTREEi SUTTEE BERKELEY CALTORNIA 9010 OV))5E]S99] FA%(510) 527-59J9 DAM 2 12 13 U z Al.l Q O aW V W p1..1 " U o O Q a Ff-I QI DAM 2 12 13 JOB HOWELL RUBBED. Al.l HOUSE #3 PAMNG LOT OF f j(q APARTMENT OOMPIEX a FRM.L TION OF nc 1 STORYHOUSE 1 1 .dn •noo / 5 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 Dare nME aETnuse AnMUm oeczl sun u smu OF 9 OEL 21 31M 14 42 MPR 21 9AM 39 MaR 21 3PM 34 SB Jmly saM 1 n JVN 21 3PM 1 T] aF M ofC2/ o� Mggzl yqM�' 10.1 1 9 AM STREETSCAPE LOOKING TOWARDS PROPOSED PROJECT No Scale 222 AVERY IANE 550 UNIVERSITY AVENUE 1 STREETSCAPE LOOKING TOWARDS THE OPPOSITE OF PROPOSED PROJECT SITE No Scale < CHRIS SPAULDING -ARCH IT ECTo e01 CAA�I,N SINEEf SUREE BERKELEY C JTORMA 94]10 (510)53] -5931 FAX (510)53] -5999 DATE: 2 -I2 -I3 SCALE` U ORAWN'_ EIH- JVPjKV IOV: HOWF1- IIVB9fll smu OF 9 W �a w a U � o v � a Q � W rn O a O P4 a, DATE: 2 -I2 -I3 SCALE` AS NozO ORAWN'_ EIH- JVPjKV IOV: HOWF1- IIVB9fll smu OF 9 A2 SBF.ETS s HOUSE # I (HOUSE #215 MIRROR IMAGE OF THESE PLANS) Will 2ND FLOOR PLAN I/4 "= P -0" O 5 10 IS 20 25 velrte"nmc STUDY 4 MASTER m BEDROOM ILA GARAGE SECTION B -B 1/41[= 1 ' -011 O 5 10 15 20 25 WAS ma J i mss I J I I LUUN f LF11V I /9' = I -V' O 5 10 IS 20 25 SECTION A -A 1/4 "= 1' -0" O 5 10 IS 20 25 BMW GSPREPARGOHY MUS SPAULDING .ARCHITECT - blcg msmu S=E w U W OF 9 A STUDY CLO STAIR HALL � z� a BEDROOM 2 o 7 aU MASTER BATH M� � � O ^ O d O � MASTER ® LIN Q U w BEDROOM 0 a BEDROOM 3 0 HER CO a CLO 2ND FLOOR PLAN I/4 "= P -0" O 5 10 IS 20 25 velrte"nmc STUDY 4 MASTER m BEDROOM ILA GARAGE SECTION B -B 1/41[= 1 ' -011 O 5 10 15 20 25 WAS ma J i mss I J I I LUUN f LF11V I /9' = I -V' O 5 10 IS 20 25 SECTION A -A 1/4 "= 1' -0" O 5 10 IS 20 25 BMW GSPREPARGOHY MUS SPAULDING .ARCHITECT - blcg msmu S=E w U W OF 9 A W a � z� a o 7 aU ❑ M� � � O ^ O d O � � a Q � w 0 a 0 a OF 9 A3 ME III- III 'II ®-- ,- LEFT -SIDE ELEVATION 114 "= I' -0" RIGHT -51DE ELEVATION 1/411= 1' -0" HOUSE # I �..� FRONT ELEVATION 114 "= 1' -0" DRAW OSPREP DBY BETS SPAULDIN .ARCHITECT- mlcA MSFREEr SUTTEE BE LEY CAIWORM 91110 (90)S2V- 5995FA (510)521 -5999 PERMT SET J w 2 12 J3 U z w ra o Cl) 0 Wx z o 0 v � a Q � w 0 a O a' a UATT 2 12 J3 A4 LEFT -SIDE ELEVATION 1/411= I1 -011 RIGHT -SIDE ELEVATION 1/411= 11 -011 HOUSE #2 REAR ELEVATION 1/4"= I,-o11 1. DRAW GS PREPARED BY CHRIS SPAULDING -ARCHITECT- 801C�MSTREEF SWEE BERKELEY CPLB'QFNIA 94710 (510 517 -5W7FA (510)537 -5999 W4 2-12-13 U z w A H a o � a w � � o � w z x o � 0 v � a A �n w O a O cG a DATE 2 2-12-13 ASFRONT E HOUSE #3 (HOUSE #4 IS MIRROR IMAGE Of THESE PLANS) 2ND FLOOR PLAN 114"= P-0" 5 ID 15 D timW�/ VEMED AIIIL BATH 2 I STAIRBALL II BEDROOM —P i et 3— ii KITCHEN I LIVING ROOM II I SECTION B -B 1/411= 1' -0" o s to Is zo zs 15T I=LOOK PLAN 114"= 1' -0" U 5 10 15 2D 25 D O AM BEDROOM 2 5TAIR BAIL HIS CLO 4 BEDROOM 3 9 SECTION A -A 1/411= 11 -0" o s l0 Is zD zs DRK".O PREPA➢EB BY CHRIS SPAULDING .ARCHITECT. 301CAMELN STME SIIIIEE BERKELEY CPLIFg 94110 (510) 521 -599) FAX(510) 511 -5599 v REVISIONS ➢Y 3 -2 &13 5 -1 -13 Q 6 -II -13 PREI,RAMARY SFf ➢ESION HEVPW 364 w PLAN CFD:CK SEf Q PmEr SR W CONSIRUCLM.— W v W OF Q a w a Q W U 0 f~ W z � o ci � 0 � � a A In w O QI OF FA-6 simM hOUSE #3 LEFT -SIDE ELEVATION 1/411= 1' -011 FRONT ELEVATION 1/4 "= P -O" RIGHT -SIDE ELEVATION 114 "= 1' -0" REAR ELEVATION 1/4 "= P -O" ORAWMSPREPA BY CHRIS SPAULDING -ARCHITECT- w z w r� a 0 � a w a � W W U O N W z Fey w o � 0 � � a q v> w 0 a 0 x w DATE 2 -12 -13 SG E: A NOTED DRAWN: EuC5DM JOB: HQWIL -nU6Ml SlB EP �w -evv A7 OF 9 � $F¢EJS HOUSE #4 LEFT -SIDE ELEVATION 1/411= 1' -0" FRONT ELEVATION 11411= 1' -0" RIGHT -SIDE ELEVATION 1/4 "= 1' -0" REAR ELEVATION 114 "= 1' -0" DRAWBJGSPBEPABEDBY CHRIS SPAULDING -ARCHITECT - aolcA bksTREEf SMEE BERKELEY CA TORNIA 94710 (BB 520.5997FN (510) 52 -5999 U REVISIONS HY 3 -2613 5 -Z 13 w 6 -II -13 Q >1 a PRELIALNARY SHF o DESIGNREV WM la PLAN CHECK SET w PERAHF SEi CONST RIICIION SEI w U z w Q >1 a � o w a � W W U O x � O O v � a Q �n W O a O F4 a DAM 2 -12 -13 SCALE A NMT DRAWN: CV IDBW JOB: HOWELL- HU09ELL SHEEf ( l 1 V OF 0 i SHF.Ef$ vwiJ ABBRENARONS AB A4GGXA IF BAY 6 CAS PP Pat PIXE All qb AS 11 LWcerr ARG pgglN . Rip OUGO BRFAY BEBMNM RT Re"T F/- M., al, WAY BLaa BUIIDINa and B.PoI. S= sURP BS BOTICM OF STEP GN BAS NE"B" Eload Sd SENEB C1 ' ew B/1V BqY CF wA U BAIX OF Wes, LT NC des. HAN0.'CAP RAND SB STORN OR91N SOLO hand ase. RUGNOUT CB LATIN BAAh Mi MCAT FONT SOE SR9M revved EASdgi ( fFNIdIAVE v MM6. CWIRA v.LLY£ ss sARMA, Sfl1ER [L CENIERLrxE MY WKRT NEYAnox .4E sAMTAPY YNER BUSIGHT OB AS BEG GRAIN OWONN WWI A .R JgNI UT111Y POLE I iRExDN s. ii.. iEIEP T .r AREA DRAIN W$ � Di i E� EI£c. LT HEL R Dix CFW. EIEG Q£CARAAL NW NWINUM iL Top OF. EP Fro EWY aT PA YEMENI revol9NS TREE . OR ande. WI90E aRA0E IS TOE OF sill, ION .1. re EMIS.4R.1 W BL4(xEAn unun LME W' VNIEY 6uilER aE PSE PU9LIC SERVICE EABCOU'd WA WAS M X rL-R FIRE X10RANT a P parcefilL tlLL0.410£ FAYEMENT METIW W✓ WATFA VAU1£ E C. PIPE f5 EW Ableem. IL L, 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 �-Iw��=- H es . m 1 s Is ^ m � °T,I D Sa m_ o TO Is W m as V m Is n n I L v Q O w 00 N m_ F Q = J C3 LO LD Z J a LU Q Z A� a z O J U O a O J NET C -1 C aY 5 DTI 4/23/13 If JW Nf. 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 �-Iw��=- H es . m 1 s Is ^ m � °T,I D Sa m_ o TO Is W m as V m Is n n I L v Q O w 00 N m_ F Q = J C3 LO LD Z J a LU Q Z A� a z O J U O a O J NET C -1 C aY 5 DTI 4/23/13 If JW Nf. 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 JOc.gE 69I`Kll LA -j Akn�' - --------- n '0, 6 '61j]IF , F r— _ 'il a 'r- Zl U Bl.HnjF -e4 f I Es..l 1p; -c 4,0359826 n.D PUBLI � JTI -ASEIEN- 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 JOc.gE 69I`Kll LA -j Akn�' - --------- n '0, 6 '61j]IF , F r— _ 'il a 'r- Zl U Bl.HnjF -e4 f I Es..l m li'RA 'All A` AR. 111 11 3 'PI S'-VULLPL Do 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 -ASEIEN- El I - — -- — -- — --- it y "VEIT .'E: A0 qll m li'RA 'All A` AR. 111 11 3 'PI S'-VULLPL Do 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 II 1 I I �I I I ac ti �I I T i As El R ` D.. We R— I I 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 no. CHUN " * %W. 9 -90 -11 TY Fp y a/NP OF CA4T /4G 9.(R A-. H ED CD � .AA AD IF IF N AD ^P� Xu+oo C4 N ,y I VV ED L e Q a z 0 J J W u m y m 0 X Q _ L7 O 0 N � O ❑ z z ¢ a z C7 ❑¢ Z 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 + I- j! � I U � WQ i N� I I � w. f:J rvLy mZ co �j C. £ _1.1 ' X _ _ < I + i Bn°. IL 611 IIIArvV w�ly;6�lj L( lr,� +,�� ^fa. r. 4,t♦ y f 1f ®f fPo�O EROSION a 'I I AREA DRAW W1 EROSION PROT5CUON INSTAL TIGER ROLLED INSTALL STABILIZED CONSMUCRON /■ G7_a_e °� yiae °� ENTRANCE ju ^ "�'p °ass ••� � ®� a� 0 p° BI,II�eV'i j� on ea�eesee� ° <'s� 5� °eaaeaai.�e���zgg. i BeO�.eaeeee en a S n1 a YBa00 a n S ♦naaa o =aeaeaoaa •sea° 4 4 r 3 -,... LI .I;..L. !JIJ ..6 T+. 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� D INSTALL ANDBA OR TIMER EROSION CONTROL NEASUR TO PREVENT SILT RUNOFF TO PUBLIC ROLLS AT Raaowars. PROPERTY LINE E XISTING BUILDING TO BE REMOVED b NPDES NOTES 1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING fr STRUCTURAL CONTROLS AS REQUIRED BY ME STARINOE GENERAL CONSTRUCTION STORMWARR AFII 323 -LC -u: PERMIT. 1151P03N <= SHE TO SIFEETS, DRAINAGE FACILITIES W ADJACENT PROPERTIES NA RUNOFF, WHICH£ TRACKING OR 30 0 _h] {AND AS REQUIRED BY ME STARMOE GENERAL CONSMUCDON STORMWARR PERMIT. O Y MATERIALS, WASTES SPILL OR RESIDES SHALL BE APPROPRIATE TRIPS FOR CNSPORT OGM r - I ME SHE TO MINIMIZE TRANSPORT FROM ME SIZE TO STREETS, DRAINAGE FACTURES, OR ADJOINING IMPLCERTY Tfmk'N�CIJSF A' B PROPERTY BY HAND OR RUNOFF AS R£WIF£D BY ME STARYNOE GENERAL CONSTRUCTION i11R+. L T ". -tT T IR _ STORMWATER PERMIT. I .N,CL? 3T' -M -. -T INSTALL FIBER ROLLS AT PROPERTY LINE (TYP) I + I- j! � I U � WQ i N� I I � w. f:J rvLy mZ co �j C. £ _1.1 ' X _ _ < I + i Bn°. IL 611 IIIArvV w�ly;6�lj L( lr,� +,�� ^fa. r. 4,t♦ y f 1f ®f fPo�O EROSION a 'I I AREA DRAW W1 EROSION PROT5CUON INSTAL TIGER ROLLED INSTALL STABILIZED CONSMUCRON /■ G7_a_e °� yiae °� ENTRANCE ju ^ "�'p °ass ••� � ®� a� 0 p° BI,II�eV'i j� on ea�eesee� ° <'s� 5� °eaaeaai.�e���zgg. i BeO�.eaeeee en a S n1 a YBa00 a n S ♦naaa o =aeaeaoaa •sea° 4 4 r 3 -,... LI .I;..L. !JIJ ..6 T+. 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� D INSTALL ANDBA OR TIMER EROSION CONTROL NEASUR TO PREVENT SILT RUNOFF TO PUBLIC 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. O Y MATERIALS, WASTES SPILL OR RESIDES SHALL BE APPROPRIATE TRIPS FOR CNSPORT OGM r - I ME SHE TO MINIMIZE TRANSPORT FROM ME SIZE TO STREETS, DRAINAGE FACTURES, OR ADJOINING IMPLCERTY L B PROPERTY BY HAND OR RUNOFF AS R£WIF£D BY ME STARYNOE GENERAL CONSTRUCTION i11R+. L T ". -tT T IR _ STORMWATER PERMIT. I .N,CL? 3T' -M -. -T 1. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT GONSTRUCTON SITES ",iT 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. TAL1�l(JLE JZ CONSTRUCTION SIRS SHALL BE MAINTAINED IN SUCH A CWDINW THAT A STORM DOES NOT CARRY 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 Q NPDES PERMIT OR ME STAIENDE GENERAL CONSMUCRON STORMWATER PERMIT ~ Z 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, J V FU£L5, WLS, LUBRICANTS AND HYDRAWC, RADIATOR OR BATTERY FLUIDS CWCRER AND RLTARO Q- 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. :e 4 �- Zk .moavaa mj ^I i41r{�.iix y}r <1 . °e •o oR '. _ RgOFA3slO�y wru OmAOw 1 ed Ir ryp`O�e�$ A. BRCT�A xannl � . Se0.nm1 IL I no. 9-30-1 ,N BASIN it s -SO -LA * F<w,r Lam :,me ,� �• °aR UmTCxerRpe£ INLET PROTECTION l i M � S °a �MyI y o d r� •nl m p wt rl o y s Y L a J w w co W 7 2 O J z z V J z O -a w w w C -4 Q Z TY O LL U O U) O J or 5 DATE 4/23/13 13150 ADD ru LI - U'I I T - E .EtEr4 i 1B, Do I Y - - Fi r - Ac L rvtE E1 ¢. TAL1�l(JLE 'ice r PROTECROAL. - . - - NEAREST. CA' _ _— _. :e•T _ _ _, .¢i :e 4 �- Zk .moavaa mj ^I i41r{�.iix y}r <1 . °e •o oR '. _ RgOFA3slO�y wru OmAOw 1 ed Ir ryp`O�e�$ A. BRCT�A xannl � . Se0.nm1 IL I no. 9-30-1 ,N BASIN it s -SO -LA * F<w,r Lam :,me ,� �• °aR UmTCxerRpe£ INLET PROTECTION l i M � S °a �MyI y o d r� •nl m p wt rl o y s Y L a J w w co W 7 2 O J z z V J z O -a w w w C -4 Q Z TY O LL U O U) O J or 5 DATE 4/23/13 13150 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. TOWN OF LOB GATOS PMXSSPUBYC WG31(6 BEPMIMEM mmp 41 {eBAW.aK A EXGIHEFNNBOIN91mi MI PFM(40B)SM47071 LaefwTm�, Cpl PUBLIC WORKS COMMENTS STAFF TECHNICAL REVIEW COMMITTEE APNI 17,2013 REM Ne.1 6WHubnelWav Mlll Caa al Use Permit U43 -OD5 SubdWIsion Applkation M -1 MOO Amh4odum andSBO Appllsellons S-13-ON t4oWh G -13 -011 R.q..W.D Oppmvel de CGntllkonsl Use Permltto ellowoonmmdion offour mnsioninumsonproperlymlletl RM:12-20 APN529 -09 36. PROPERTY OWNER: 1T23o Buena Mete PeAOs ,LLC APPLICANT: GMory Howell PROJECT PLANNER: Susanne Aft 0EFmFNGE3:(GFNERAL) anmmm.nwy: wNnpremmAwndu»Wnl . w . mapmbmwld, uremmmdewenmvegn >aee. NA4o Hre mey xx evbnitlW, tl h MvMp hM1VmeLbn reyubM M Na euhmKW >bcNYil. 1. 2. 4 4. G AdtllVOml swnmenW w1116B prodtletl upon aubmitlel g1hB tenletive mep eM IPetllrpM1llllBy plan. xvmvtaaruwmYwlYO> eavnyt //nwesAye- a _ vwm_sRxt[mlaaw Poe 60. 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IrytlnnM ede hL%Wq, ebNlmlrxmmunlmtltJmpe lxm , Vemf .R, end nM hmm. A 0wna uWm. Ads be nY,eyM eM .p .d W Cs—* G.uabp .PW W Nnspe dilgsudlt 69. PRIVATE FA SEMWS: AlPeemmb ddeIWO.IBh4.11misdon[, mtl rmp..HMn W W. .hell .,ie-d, pMala sm.lpst To eamm.n%eM eeaauded g..meu.loll h. nxWq .ImmlmxnwvglhlhBpmlmep. NSI �w 9i C � m> b' N p D4 `O m � N b n o�Q Le aZ v o J mU O j H O O O to � O LL O V) Q O p P: w c a z a O a U SXFET 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-