Loading...
Exhibit 9 of Attachment 1VESTING TENTATIVE TRACT MAP FOR SISTERS OF THE HOLY NAMES EXISTING LAND USE HOUSING AND CARE, CONFERENCE, RECREATION. RETREAT, EDUCATION COMMON DINING, PARKING, AGAIN ISTRATIVE OFFICES AND OTHER USES PROPOSED LAND USE ABBREVIATIONS SINGLE FAMILY RESIDENTIAL CONSISTENT WITH Ac ACRES TOWN OF LOS GATOS GENERAL RAN AND ZONING 17 LOTS PROPOSED BOW BOTTOM OF WALL EXISTING GENERAL PLAN DESIGNATION DW DOMESTIC WATER LOW DENSITY RESIDENTIAL (0-5 OWE-LING UNITS a ELEVATION PER NET ACRE) ESMT EASEMENT PROPOSED GENERAL PLAN DESIGNATION EX EXISTING LOW DENSITY RESIDENTIAL (0-5 DWELLING UNITS FG FINISH GRADE PER NET ACRE) FH FIRE HYMANT EXISTING ZONING R- 1:20 - SINGLE FAMILY RESIDENTIAL G GAS GB MADE BREAK PROPOSED ZONING HP HIGH POINT R- 1:20 - SINGLE FAMILY RESIDENTIAL UTILITY PROVIDERS INV INVERT LF LINEAR FEET WATER SAN .OUSE WATER COMPANY 110 W. TAYLOR STREET MAX MAXIMAR SAN JOSE, CA 95110 (40) 2A 7800 MIN MINI" SANITARY SEWER WEST VALLEY SANITATION DISTRICT MISC MISCELLANEOUS 100 E. SUNNYOAKS AVE. W 51D-L, CA 95008 ND. NUMBER (408) 378 -2407 MS NOT TO SCALE ELECTRIC k GAS PACIFIC GAS k ELECTRIC 308 STCCKTON AVE. PUS PUBLIC UTILITY EASEMENT SAN JDSE. CA 95126 (800) 743 -5000 PVC POLYVINYL CHLORIDE CABLE TV Q TELEPHONE CONIAST PVI POINT OF VERTICAL INTERSECTION 1900 S. 10TH STREET SAN JOSE, CA 95112 ROW RIGHT OF WAY (800) 945 -2288 5D STORM DRAIN SITE AREA SOMH STORM GRAIN M MMOLE BEFORE STREET AND RIGHT OF WAY DEDICATION 448,404 BE • (10.29 Ac) AFTER STREET MD RIGHT OF WAY DEDICATION 426,658 SF • (9.79 AC) 7 SQUARE FEET SS SO4ITARY SEWER SGAH SANITARY SEWER MANICLE ASSESSOR'S PARCEL NUMBER 529- 44-005 STA STATION T00 TO BE DETERMINED TO TOP OF GRATE EARTHWORK OUANTITIES TOW TOP OF WALL OJT 6.40D CY VC VERTICAL ORVE FILL 4,600 CY NET 1,800 CY EXPORT LEGEND A PORTION OF THE KIMBLE TRACT SUBDIVISION #2 TOWN OF LOS GATOS COUNTY OF SANTA CLARA STATE OF CALIFORNIA PROJECT PROPERTY LINE RIGHT OF' WAY LINE LOT LINE - -- — — — — — — — — - BUILDING SETBACK LINE EASEMENT LINE BUILDING PAD EXISTING RIGHT OF WAY LINE STREET CENTERLINE rL POTENTIAL PHASE LINE 12 LOT NUMBER SAN JOSE 85 ON LOS GATOS 17 SANTA CRUZ PACIFIC OCEAN PROJECT LOCATION MAP VICINITY MAP SHEET INDEX 1 TITLE SHEET 2 DEMOLITION PLAN 3 LOT LAYOUT PLAN 4 CONCEPTUAL GRADING AND DRAINAGE PLAN 5 CONCEPTUAL PROFILE AND SECTIONS 6 CONCEPTUAL TREE PRESERVATION AND REMOVAL PLAN 7 UTILITY PLAN 8 C.3 STORMWATER CONCEPTUAL PLAN 9 CONCEPTUAL PHASING PLAN CIVIL ENGINEER REF CONSULTING, A MICHAEL BAKER COMPANY 500 YGNAC IOU VALLEY ROAD, SUITE 300 WALNUT CREEK, CALIFORNIA 94596 PROJECT ADDRESS SISTERS OF THE HOLY NAMES OF JESUS AND MARY 100 PROSPECT AVENE LOS GATOS, CALIFORNIA 95031 PROPERTY OWNER SISTERS OF THE HOLY NAMES OF .£SUS AND MARY A CALIFORNIA NON- PROFIT CORPORATION 100 PROSPECT AVENUE LOS GATOS. CALIFORNIA 95031 GENERAL NOTEC 1. THE PROPOSED GRADING AS SHOWN IS PRELIMINARY AND IS SUBJECT TO FINAL DESIGN. 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS AMC CONDITIONS ON THE GEOTECMNICAL REPORT PREPARED BY CORNERSTONE EARTH GROW DATED ,A.CY 15, 2013. 3. UTILITY LOCATIONS AND STREET MAG£S ARE PRELIMINARY AM ARE SUBJECT TO FHAL ENGINEERING DESIGN AND HOUSE ROTTING. FINAL LOT DIMENSIONS WILL REMAIN IN SUBSTANTIAL CONFORMANCE WITH THIS MAP. 4. EXISTING TOPOOUPHY WAS PREPARED USING COMPUTER ASSISTED, POTOGtAMMETRIC THO MEDS BY WW GEOSPATIAL, INC.. IN OAKLAND CALIFORNIA. IN AREAS OF DENSE VEGETATION, ACCURACY ON CONTOURS MAY DEVIATE FROM ACCEPTED ACCURACY STANDARDS. THE GRID IS BASED ON A LOCAL, ASSUMED COORDINATE SYSTEM. 5. ALL EXISTING EASEMENTS AS GROWN ON THESE PLANS ARE TO REMAIN UNLESS OTHERWISE NOTED. NEW EASEMENTS SHALL BE DEDICATED TO THE APPROPRIATE AGENCIES. 6. FINAL ENGINEERING DESIGN MAY REWIRE C1WD£S TO THE LOCATION OF INFRASTRUCTURE AND DRAINAGE FACILITIES. 7. ALL SIZES, AREAS. VOLUMES. LENGTHS AND DISTANCES CONTAINED HEREIN ARE ONLY APPROXIMATIONS AND ARE NOT INTENDED. NOR SHOULD THEY BE ACCEPTED AS EXACT MEASUREMENTS. RECEIVED FEB 5 2014 TOWN OF LOS GATOS PLANNING DIVISION AA _17 Tn2 of Attachment 1 J �< 1 1 I ) I I I I jt\I /. . STONE 1 J / WAIL \TOW 1 WWALL O Q U - a / / / / / �I F I'll < / / 1 I I I I I 1 \ \ ZEE I. 90 7 21 B - /] IS 11 li g G. : EE- 7 10 9 T / / / / / UTILITY / Vc W k YS � Gurs IN / / / / DEMOLITION NOTES NR. D DESCRIPTION U UNIT W WANTITY lD P PROTECT IN PLACE - -- - -- Oi D DEMOLISH EXISTING STRUCTURE E EA 1 11 OS R REMOVE EXISTING ASPHALT S SF 6 6860D O4 R REMOVE EXISTING CONCRETE S SF 1 12090 OS R REMOVE EXISTING STAIRS S SF 9 930 OR R REMOVE EXISTING CURB L LF 1 1080 OT R REMOVE EXISTING RETAINING WALL L LP 1 1645 QB R REMOVE EXISTING STONE WALL L LF 1 1520 9O R REMOVE EXISTING WOOD DECK AND PAVILION E EA 2 2 10 R REMOVE EXISTING WOW FENCE L LF 1 1100 I1 R REMOVE EXISTING STORM GRAIN MET E EA 3 3 O R REMOVE EXISTING SEWER LIRE L LF 7 795 I! R RENCK EXISTING GAS LINE L LF 9 973 14 R RENCK EXISTING GAS KIM E EA 1 1 IS K KNOW EXISTING BAIXRO,V PREVENTOR E EA 1 1 IB R REMOVE EXISTING FIRE HYDRANT E EA 1 1 11 R REMOVE EXISTING WATER PYAP (INSIDE STRUCTURE) E EA 1 1 ® R REMOVE EXISTING WATER AFTER E EA I I UTILITY L LF ® A ABLE U 317 it A ABANOgi EXISTING GAS LINE IN PLACE L LF 9 96 LEGEND Nf] EXISTING WTWING TO SE DEW-ISIED EXISTING ASPHALT O EXISTING CONCRETE EXISTING STAIRS —. —.— EXISTING WWO FENCE • EXISTING STORM GRAIN INLET SS— E %1 STING SEWER LINE —G— EXISTING GAS LINE © EXISTING GAS KTER ® EXISTING BAWLGW PFEVENTOIR ooa EXISTING FIRE HYDRANT ® EXISTING WATER N=TER EXISTING UTILITY POLE W /LIGM 50 25 0 50 tW t5o SCALE: 1' =50- 50 25 0 50 tW t5o SCALE: 1' =50- 529 -JI -085 529 -31b 6 529- 3I-097 1 529 -J,- 088 529 -JIb 9 1 529- 31-090 1529 -31 -0911 529 -31 -092 I 529- 31-093 / / BAl6WG BUTTON 1 SYERER I AR(YAEAU.T I MORRIS SC MIDT ELEIM I TNGTON I TNJIPSON �. 1I ,Or51I 29 ,GrU I6 I ' / / 9 22 21'0 01 6 f`1 5 B� /LAYID1 LIVfAG iF115 j 21' 33•– 13 ]2I2, 6* 1 J / V / I' 15 I szs- zs -o53 / �O � NA34R -FAILI / / 2, 14 15 0.582 ACRE5 " J 26.no SF �yb /I1 / 529 -28-054 / 5 5 0 77 0.61 Atlis y. ( 38.496 SF 7 C} Fq�/ 0.88 ACRES 33.941 SF F4nfA,0 /, /518- 29-055 0. 78 AWES 25.2M S 8 °•y. 17 / 1 (( V o74 A 0 Ac `o 25.z25.2M �. o.sa 4 >s 4.z91 SF / 529- 44-007 0 47 ARES 5' �" P / / pHPW6 30' IJ• / / OWT DEDICATION MINNIS RVj, / / 9 j( p °A2 *a: / Los GATOS / 21.223 SF ,nh \ \ 529-31 -050 0.49 1).385 SF 18' - �/` / / ACRES \ (a 3 ry \BIWY / (0.40 ACRES) I/ TTL To1Mi n� ��' ""�V ,4 15i 9 p SE 13 \\ q \ /Fi29- 31 -03]/ I� LOS GATOS �N Q!'1Pt> 20.360 SF /��M17ry/ 20.068 5E h Q 10 0.46 ACRES 20.035 SF ,6y' 519.-5, -052 0.46 ACRES \ / IYJADOLOWSKf x_31 \_•FO \ 12 529- 4a -ooJ // s• \ 112. r6. 2 20.486 SF _ / \ G"E�iJis / / ROW "T 0.47 ACRES 112 SF (0.003 AAtES) / PORTM 55 F PARCE D 457 DEEDED 529- 31 -,00 M DEDICATED ` o a'e094 SFs / Ji. H3 528- 31 -,ao U ) . o � S 22427 46 E 528-4-004 051 ACRE S — _ _ OLRAN 31• f° MN �N I —� 129 P_RP�1 _ ----- i" – (0.002 RAVES) \ \ RCdIN50N / DEDICATION — — TO TOWN ED of ILOS GATOS 519 -SJ -015 \ / 529- 32-006 I 529 -33 -019. 529 -32 -00.5 / WILL(AMS I O.RYOEN / WARE FAMILY TRUST ORUIRSANK 50 25 0 50 ,00 ,50 SCALE: 1 " =50' / 529- J1-0&5 529 -J1-086 I 529- JI-09> I 529-J1 -OB8 I 529- J1 -(M9 529-JI -090 529-J1 -0911 51R -31 -092 I 519- JI -09J II/ / � ( 529-J1 -045 I I I I 529-JI -096 LIMITS Of LEAST REST CTYVE `\ / 16 -WI DEVELOPABLE AREA/ / / 1 529- 19-OSJ 601 1i� // � °5.a/ 595 '7`.. j e99. ➢/9 5 / 6W I a I � Y � I I r � `\ \� 600 / /' � 117 605 / /_� i \ I l ` 1 596 524- 44 -DO] I I 6 Q/�523- 44 -OOJ / Al 1 I %r %f I / 529 - 444'04 J I 1 600 d co Q U L / 529 -JZ -006 I 529 -JI-0OS / L / / I / I 603 Cos 594 roo.e, \ G\ \ \ / TOW 590 6ot.a / /i 54 / / /•' /�� `� '� ]. // Bow sefi / !\ W / / -1 -•\ �/ /i' / \ \ \ `I \ s/ NP i W 91 \ 529- JI-060 13 594 ./ \ \ \ \\ 579 \ 5 ' / ` 9 J2 \`� /5 \C�n>� 578 29- 3I- 0(q0\ \ ^��/ 574 l II I 2 SB9 - CT\ - PR�SP_ `T - �<\ 529- J1-70I 1 \ 599-JI -099 529 -J, -702 \ / / o 529- JJ -013 SEE SHEET 5 FOR CUL -DE -SAC PROFILE, ROADWAY SECTION A -A, AND SITE CROSS SECTIONS B -B AND C-C SETBACKS FRONT b 510E 15' BACK 25' LEGEND PROPERTY LINE J_OR CONCEPTUAL DRIVEWAY WITH SLOPE RICH] OF WAY LINE CONCEPTUAL FINISH GRACE ELEVATION LOT LINE CONCEPTUAL SPOT ELEVATION ® - BUILDING SETBACK LINE — — — — — EASEMENT LINE CONCEPTUAL BUILDING FOOTPRINTS ONLY 2.600 - 4,500 SF I SPECIFIC BUILDING LOCATIONS TO WE DETERMINED SUBJECT TO TOWN OF LOS GATOS DESIGN REGI ATIONS AN) FUTURE L _ J ARCHITECTURE E SITE APPLICATION, REVIEW, AND APPROVAL PROCESS 605 CONCEPTUAL PAD ELEVATION EXISTING CONTOUR SOS— PROPOSED CONTOUR — PROPOSED 2:1 SLOPE J_OR CONCEPTUAL DRIVEWAY WITH SLOPE \ -_ - CONCEPTUAL FINISH GRACE ELEVATION Wae.s CONCEPTUAL SPOT ELEVATION ® PROPOSED CATCH BASIN EXISTING CATCH BASIN p PROPOSED STORM MIN MANHOLE —SD— PROPOSED 12" STORM DRAIN - —SO— — EXISTING STORM MAIN — DIRECTION OF OVERLAND RELEASE CONCEPTUAL RETAINING WALL NOTES 1. FOR STORM DRAINAGE ELEVATIONS AND QUANTITIES, SEE UTILITY PLAN. 2. FOR LOTS WHERE REAR OF BUILDINGS GRAIN TOWARD AD.ACENT LOTS OFF SITE, IMPERVIOUS AREA DRAINAGE WILL BE DESIGNED WITH UNDERGROUND STORAGE ANO /OR PUMP TO BE DETERMINED 9JB.ECT TO TOWN OF LOS GATOS DESIGN REGULATION AND FUTURE ARCHITECTURE M SITE APPLICATION, REVIEW AND APPROVAL PROCESS. 50 25 0 SO 100 150 SCALE: 1 " =50' 50.00' VC 605 PVI 6TA N00 PV[ El 598.54 u� � � E% 600 - 595 590 585 0.00 1.00 NEW ROADWAY PROFILE SCALE: HORIZ. 1' = 20' VERT. 1' = 4' 2.00 630 500 LOT WI EL = 598.19 LINE 620 590 ---- ---- ------ - - - -1- 560 LOT 5 5)0 610 - cx GRAce 550 FG =603 _ - - - - -- FG =600 _ - - 2.S LOPE 600 _ (( )) - _ — - NCEPTUAL 590 ______- --- PAD 580 LOT LINE 5)0 610 560 LOT E %. CRADE _ � 550 Sao J p 600 530 LINE GRADE LOT 6 50.00' VC 500 PVI STA = 2+fi5.50 WI EL = 598.19 n 590 ---- ---- ------ - - - -1- 560 5)0 LIIE 560 550 540 LOT 3a00 COLART NME TED SECTION B —B SCALE: 1' =20' LOT 10 LOT LIN FG =594 I SECTION A —A TYPICAL NEW ROADWAY SECTION NO SCALE LOT 11 ---<i - - - -- FOR LOT 10 CONCEPTUAL PAD - - - - :D CURS PER OF LOS GATOS LARDS 630 620 610 630 500 IT I 590 ---- ---- ------ - - - -1- 560 5)0 LIIE 560 550 540 530 630 630 szo LOT 8 LIIE 620 LOT 9 60 FG -805 LOT LINE 610 600 LOT E %. CRADE _ � _- -- - -- FG =598 - LOT iJ J p 600 LINE - - FG=594 CONCEPTUAL 21 OPE ITTP - ASPECT AVE., 590 PAD 590 560 I LOT 7 ���� LCf%£PTUAL PAD FW583 __ FGSM _ _ I L l 580 ' CONCEPTUAL __- \• 90 I - �____ - -- PALO WO 560 560 550 550 540 540 530 S30 SECTION C —C SCALE: 1' -20' UAL PADS ONLY. SPECIFIC WILDING LOCATIONS TO ME GETERMIIEO 9JBJECT TO TOWN OF LOS GATOS pFESSI0.u� ^!f THESE PLANS WERE PREPARED UFOER MY SUPERV ISIM' TOWN OF LOS GATOS SHEET DESIGN REGLLATIONS AND FUTURE ARCHITECTURE k SITE APPLICATION' REVIEW' A"D APPROVAL PROCESS. pAOR(FR q /�.. w ' VESTING TENTATIVE TRACT MAP ADATE: CCI NSLII W Y SISTERS OF THE HOLY NAMES 5 —P., n�cOmwxv mo.ono.twa . rAxms.ere.um . �.ReF— ".HNS - CONCEPTUAL PROFILE AND SECTIONS JFW16 MA NON R.L.E. N63909 J. MARAgN of 9 6x T5. t6 /r(D : o I �I lea-�d V I I b9, ax, �Ac QQO DI -4E O Oj 3 1 I \ L / If 1 / / I / I I / / � I / / I / I I m YYY lJ-� °s x O K� I I I p I �I I I I/ \ I /,7 cp ' I I I I I I ' ©1 �—I- - = i1 1 1 -0-0 (9 ®px„ o� • '" 14 �A e GYUW JY! �V9*iJ i ;•a O - vfyl4o�ft o °a1 "e e e LPL C 9. LEGEND LOT LIK SETBACK LRE I C/JNCEPTUAL BUILDING FOOTPRINTS OILY 2,BOO - 4,800 SF SFIECIFIC BUILDING LOCATIONS TO K OET 114ED SUBJECT TO TOIIN OF LOS OATOS DESI(N NEGI.IATIONS AID F L _ J ARCHITECTIAiE k SITE APPLICATIW, REVIEW, AID APPROVAL PROL£SS hO PROPERTY LIIF �x .x µo Ns V — – _ — V P may, / / MST OF WAY LIIE (• /4 �i'v •n \ � IXISTIN6 RIGHT OF WAY LINE I�8 A • ; o.a I __ SRiET CERTEELINE o G?I o a.„ 0 . IXISTING EE (wI H COPo E�pDI D NAHR) TO POT NTI LLY R MAIN ,0��% x„ •��0�/� O ' IXISTIRB TE (IM WkiESPOrotRC M1bER) TO POTEMIAIY BE REMOVED IN DRIED TREES RMIIED BECAUSE TEEY WERE CEIERMINS OI:AD r1 Qzn OM // // i p}p /pR HAZARDg15 ARBO BY TTOM 'RIST (TREES 8. 73. 75, 189. /x /]� M. 323, 324, 325, 326, 327, 401 APD 402). (z). \ 13\ \� CII / I 111 (prOu / TOTAL TREES: 492 TOTAL TREES PRESERVED: 389 TOTAL POTENTIAL TREE REMOVAL: DEMOLITION: 4 WITHIN STREETS: 13 WITHIN CONCEPTUAL BUILDING FOOTPRINTS: 55 DEAD AND /OR HAZARDOUS: 12 POTENTIALLY IMPACTED: 19 NOTE TREES OH IIDIVIDUAL LOTS SHOWN FOR POTENTIAL READVAL ARE CONCEPTIML ULY. SPECIFIC TFEES TO BE PRESERVED, REMOVED, OR TRANSPLANTED TO BE DETflIl I1FD FOR EACH LOT WITH NTURE ARCHITECTURAL k SITE APPLICATION, EEVIEW, NO APPRROVAL PRJCESS. 50 25 0 50 t00 150 SCALE: 1' -50' \ 13\ \� CII / I 111 (prOu / TOTAL TREES: 492 TOTAL TREES PRESERVED: 389 TOTAL POTENTIAL TREE REMOVAL: DEMOLITION: 4 WITHIN STREETS: 13 WITHIN CONCEPTUAL BUILDING FOOTPRINTS: 55 DEAD AND /OR HAZARDOUS: 12 POTENTIALLY IMPACTED: 19 NOTE TREES OH IIDIVIDUAL LOTS SHOWN FOR POTENTIAL READVAL ARE CONCEPTIML ULY. SPECIFIC TFEES TO BE PRESERVED, REMOVED, OR TRANSPLANTED TO BE DETflIl I1FD FOR EACH LOT WITH NTURE ARCHITECTURAL k SITE APPLICATION, EEVIEW, NO APPRROVAL PRJCESS. 50 25 0 50 t00 150 SCALE: 1' -50' NOTE TREES OH IIDIVIDUAL LOTS SHOWN FOR POTENTIAL READVAL ARE CONCEPTIML ULY. SPECIFIC TFEES TO BE PRESERVED, REMOVED, OR TRANSPLANTED TO BE DETflIl I1FD FOR EACH LOT WITH NTURE ARCHITECTURAL k SITE APPLICATION, EEVIEW, NO APPRROVAL PRJCESS. 50 25 0 50 t00 150 SCALE: 1' -50' E%. CB Y � '1 1 I I ZQ // I / RIM 59).1 INV. sea TO 593 INV. 588.2 I (l �IA FH -55 -5.3.1 - - _ - W 1A. 1 - - — SSW N0. 8/ 4 7 / I / I / 5 M. B 10 I � I I I I I I I I I I 11 ,� 2 MMHECT TO E%. SMH #2 RIM 5)3, . INV. 560 e I I I I I 1 I / J� I / � I 8 / > TO 1 If INV. N 9 II / 1 XJ 12 5715 \ 567.9 \ ECT TO 8" SD M02 H / 15 / 14 16 111 17 / RAIN\ TO SSW N0. ) 17.9 pP PAYAPd' t-' IW. 576 FH SOW N4 RIM 5)) /F INV. 5 E %.4 %DW INV. w57 O6 S� OE? EX. M Y1 TO 571 -EX. 15' SO o— / `SD I . 21•SO £(. 15" SD —)5Mn nV. 55 m f� _ P\, R!N 5)3 1J INV. 562.4) E%. 8 ON - PSPES � " 952'1 Cn / 586.1 SSW N0. / RI 570 / INVM 5651.73 I / I \ \ \ REMOVE EX. CLEAN OUT CON srRUCTTMEn ssW rn. I VERIFY / /\ RI m 45 / / \ SSW 5N0. 2 RIM / _ TO REMAIN QUANTITIES 8" PVC SEWER 1694 LF 8' PVC DOMESTIC WATER 149D LF 12" STORM MAIN 690 LF PRIVATE STORM GRAIN 497 LF FIRE HYDRANTS 5 $$ MAWME 12 SO CATCH BASIN 2 AREA MAIN 3 ED MAW0.E 4 LEGEND PROPOSED 8" SANITARY SEWER �W— PROPOSED 8" DOMESTIC WATER PRQ°OSED SS MWMOLE AND NLABER SSW NO. PROPOSED FIRE HYDRANT — 5 =2.8W SEWER ROPE EXISTING DOMESTIC WATER - - EXISTING SANITARY SEWER EXISTING STORM DRAIN EXISTING MANHOLE PROPOSED CATCH BASIN ANC) NUMBER �P7 PROPOSED STMM MAIN MAMH AM NUMBER SMM� —5p— PROPOSED 12 STORM MAIN — -SO- — PROPOSED PRIVATE STORM MAIN 0 PROPOSED PRIVATE AREA MAIN — PROROSED SEWER LATERAL AM f ANIXIT ®— PRMOSED DOMESTIC WATER LATERAL AM METER SIT— PROPOSED JOINT TRENMi SERVICE �L_ ..uc r•,SO' 50 25 0 50 100 150 SCALE: 1 " =50' 529 - )1-065 i 529 -Jf -096 I 529 - 31.087 I 529-311.186 I 529-JI -099. 529 -31 -OW 1529 -31 -0911 529 -31 -092 I 529- Ji-093 I I I I I ;? r �I�!�� II 11 ( 1\ 11 1 15� 14 /18��'/,�i III /5 11 v A I? 1 7 17 a -C y529 -44b07 �I (�PBIA aLIh 12 529-a4 -OW / _��J i/ \\ \ %� '/ \ ,/ 529- 3i -,Q, \ 529- 31-099 529 -31 -102 < CD I $29 - 33-015 U -014 \n \ I / 52P29 -000 0- 1laAN11MENT WIL MIX STALL MINI" IY ALA4 11 f•EWFAd.E IX PER GLTRAM ECiFIGTItlB TYPICAL STORMWATER TREATMENT FACILITY TO SO Srs63H 4- - I EGENf1 LOT LINE - _ - __ -_- SETBACK LINE r - ' 1 COHCFPN DEVELW E AREA FOOTPRINT 5.020 SPECIFIC WILDING LOCATIONS SLBECT TO TOWN OF LOS GATOS 2 DESIGN REGULATIONS AND FUME ARONITECTIFE k SITE REVIEW L _ J AID APPROVAL PROCESS 3 CONCEPTUAL RETAINING WALL 3,433 4' MAXINAAA WIND CONSISTANT WITH 4 NILLSIDE OEVELOPNETD STANDARDS ® IMPERVIOUS PLCLIc ROAD AREA ADDED ® POTENTIAL SIORMAATER TREATMENT FACILITY AREA SETBACKS FLOOD ZONE FRONT 30 TFE P ECT SITE IS NOT IN A RENA SPECIAL FLOW SIDE 15' MAZAMD AREA. THE ENTICE TOWN OF LOS GATOS IS IN A BACK 25' SHPLm X ZONE (500 -YEAR FLOODPLAIN) MIN IS NOT CONLSIDEFdO A FLOW HAZARD AREA. ESTIMATED DEVELOPABLE AREA ON LOTS LOT TOTAL LOT AREA (50 FT) ESTIMATED POTENTIAL DEVELOPABLE AREA (SO FT) 1 22.422 5.020 2 20.002 4.933 3 20,066 3,433 4 20,553 3,570 5 38,498 8.087 6 33,941 4,468 7 28,286 4,855 8 32.090 7.334 9 21.223 7,525 10 20,035 6,464 11 20,044 4,690 12 20.488 4.985 13 20,350 5,832 14 33,484 6,977 15 25,243 6,337 16 26.720 5.382 17 25.235 4,D15 TOTAL 426,658 92,105 ESTIMATED C.3 STORMWATER TREATMENT SIZING FOR ROADS ROAD TOTAL ADDED ROAD ROW AREA (SO FT) ESTIMATED POTENTIAL IMPERVIOUS AREA (SQ FT) STATER TREATMENT FACILITIES (S(I FT) NEW ROAD 17,385 13,633 545 PROSPECT 4,291 3.681 147 TOTAL 21,676 17,314 692 I1�ESTIWTEO POTENTIAL DEVELOPABLE AREA BASED ON POTENTIAL WILDING FWIRRINT. POIENTIAL HVRDSCARE AID DRIVEWAY AREA ON EAOI LOT. 2. PROPOSED IMPERVIOUS AREA DOER THE PIESERVED TREE CANOPIES MAY BE SUBTRACTED FROM THE NET IMPERVIOUS AREA PEOUIRED TO BE TREATED. THIS AREA HAS NOT BEEN fEMONE0 IN TIE PRELIMINARY CALCULATIONS. 3. LOTS SHALL W SELF- RETAINING AREAS WHERE R"NCEE FROM IMPETNIOJS S7EACES SOCH AS ROOFTOPS AND DRIVEWAYS IS OIRECTEO TO PERVIOUS LANDSCAPING USING A MAXIAN II RATIO OF IMPERVIIX AREA TO THE RECEIVING PERNIOIS AREA. THE PERVIOUS AREA SHALL OF DESIGNED TO POND LP TO 3 INCHES IN DEPTH PRIM TO OVERFLOWING. 4. IWEiVICUS PU 10 PONDS SHALL BE TREATED ON -SITE. TIE OMSITE STOAMATER TREATMENT FACILITIES ARE SIM TO BE 4% OF THE TOTAL IMPERVIOUS AREA. 1� rL 50 25 0 50 100 150 SCALE: 1' =50' Z i i I r I I I I I I� O) p / / / I I 1 I I I I I I I I � t- - I I I / I I 1 I / 1 / I / I` C / / / / / / r / i BIZ, 50 25 0 50 100 'S0 SOLE: 1' =50'