Resolution/1530/1540 Pomeroy Avenue- Vesting Tentative Subdivision Map Page 1 of 5 Rev: 7/27/2023
RESOLUTION NO. 25-9488
A RESOLUTION OF THE CITY OF SANTA CLARA, CALIFORNIA,
TO APPROVE A VESTING TENTATIVE SUBDIVISION MAP
(PLN25-00225) FOR A ONE -LOT SUBDIVISION FOR
CONDOMINIMUM PURPOSES AT 1530 and 1540 POMEROY
AVENUE, SANTA CLARA
WHEREAS, on May 14, 2025, Ridgecrest Group Inc. (“Applicant”) on behalf of Masud Maesumi et al. (“Property Owners”) filed an application (PLN25-00225) to merge two adjacent existing parcels with a total lot area of 0.48 acres, located at 1530 and 1540 Pomeroy Avenue (“Project Site”) and create a one-lot subdivision for condominium purposes in accordance with the development plan (PLN24-00568) approved for the Project Site;
WHEREAS, on May 14, 2025, the Architectural Review (PLN24-00568) to construct 11 townhouses was approved at the Development Review Hearing (DRH);
WHEREAS, the application is for a Vesting Tentative Subdivision Map (PLN25-00225) to merge the two adjacent residential parcels and create a one-lot subdivision for condominium purposes to allow the individual sale of 11 condominium lots and the creation a common parcel to serve the development;
WHEREAS, the proposed subdivision is consistent with the approved site plan and improvements on the Project Site for the development of 11 residential units with surface parking, landscaped open space areas, and associated utilities as entitled on May 14, 2025; WHEREAS, pursuant to Section 17.05.210 of the Code of the City of Santa Clara (“SCCC”), a Tentative Subdivision Map shall be required for all divisions of land into five or more parcels ; WHEREAS, on June 3, 2025, the Subdivision Clearance Committee determined that the application was complete and that the proposed Vesting Tentative Subdivision Map should proceed to the Planning Commission in conformance with Section 17.05.300 of the SCCC; WHEREAS, SCCC Section 17.05.300(g) requires that the Planning Commission make recommendations of denial, approval, or conditional approval to the City Council on the Tentative Subdivision Map;
Resolution/1530/1540 Pomeroy Avenue- Vesting Tentative Subdivision Map Page 2 of 5 Rev: 7/27/2023
WHEREAS, the proposal is to merge the two adjacent lots and create a one-lot subdivision for condominium purposes for 11 residential units and one common lot to serve the development (“Project”) as shown on the proposed Vesting Tentative Subdivision Map, attached hereto and incorporated herein by this reference;
WHEREAS, on August 18, 2021, the City adopted an Initial Study/Mitigated Negative Declaration (“IS/MND”) under the California Environmental Quality Act (“CEQA”) for a prior version of the Project that would have allowed eight dwelling units at the Project Site; WHEREAS, on May 14, 2025, the City adopted an Addendum to the IS/MND and a Mitigation Monitoring and Reporting Program (MMRP) at the Development Review Hearing (DRH) f or the Project;
WHEREAS, the Addendum concluded that pursuant to CEQA Guidelines Section 15162, that there would be no new or substantially more severe significant impacts not already addressed in the 2021 IS/MND, nor was there any new information of substantial importance that would have triggered additional environmental review;
WHEREAS, the proposed Vesting Tentative Subdivision Map is consistent with the Project approved at the DRH on May 14, 2025 and analyzed in the Addendum and would not result in a new impact on the environment or significantly increase the severity of any previously identified impact;
WHEREAS, on August 13, 2025, the Planning Commission held a duly noticed public hearing , at the conclusion of which, the Planning Commission voted to recommend approval of the Vesting Tentative Subdivision Map;
WHEREAS, on July 31 , 2025 , notices of the public hearing for the September 23, 2025, City Council Hearing on the Vesting Tentative Subdivision Map were mailed to all property owners within 1,000 feet of the property, according to the most recent Assessor’s roll; //
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Resolution/1530/1540 Pomeroy Avenue- Vesting Tentative Subdivision Map Page 3 of 5 Rev: 7/27/2023
WHEREAS, on July 30, 2025, a notice of the public hearing for the September 23, 2025, City Council Hearing on the Vesting Tentative Subdivision Map was published in the Santa Clara Weekly, a newspaper of general circulation; and
WHEREAS, the City Council held a duly noticed public hearing on September 23, 2025, at which time all interested persons were given an opportunity to provide testimony and the Council considered the information presented in the Staff Report, and all verbal and written evidence.
NOW THEREFORE, BE IT RESOLVED BY THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City Council hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.
2. Vesting Tentative Subdivision Map Findings. Pursuant to California Government Code Sections 66426 and 66428 and SCCC Section 17.05.300(h), the City Council finds and determines that:
A. The Vesting Tentative Subdivision Map is consistent with the objectives, policies, general land uses and programs specified in the City’s General Plan in that the Vesting Tentative Subdivision Map merges the two adjacent 0.48 acre Project Site to create a one-lot subdivision for condominium purposes for 11 residential units and one common lot to effectuate the previously approved residential development of 11 townhouses, on-site parking, and common landscaped areas with shared maintenance of the building and public and private site improvements compatible with neighboring low intensity residential development and the commercial uses to the north of the project site, subject to conditions set forth in the Conditions of Vesting Tentative Subdivision Map Approval, attached hereto and incorporated by this reference. //
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Resolution/1530/1540 Pomeroy Avenue- Vesting Tentative Subdivision Map Page 4 of 5 Rev: 7/27/2023
B. The design and improvements of the proposed subdivision are consistent with the City’s General Plan in that the Vesting Tentative Subdivision Map facilitates development of a diversified housing stock and construction of ownership housing opportunities for the community; and furthermore complies with General Plan Land Use and Transitional Goals and Polices of the General Plan in that it transforms the underutilized properties from a vacant, low -intensity commercial use to a medium density residential development that would transition in scale and intensity of use with existing and planned land uses; and is in proximity to transit with multi-modal connections to local and regional transit service to support transit ridership and reduce vehicle miles traveled.
C. The site is physically suitable for the proposed type of development, in that the Project provides a transition between low intensity residential development and the existing commercial uses along El Camino Real.
D. The site is physically suitable for the proposed density of development, in that the Project Site is in an urbanized area and is served by existing utilities and infrastructure.
E. The design of the subdivision and type of improvements are not likely to cause serious health problems, in that the proposed residential subdivision will implement Covenants, Conditions and Restrictions for operation and maintenance of the buildings and site improvements and does not propose the use of hazardous materials.
F. The design of the subdivision and type of improvements are not likely to cause substantial environmental damage and will not substantially or unavoidably injure fish or wildlife or their habitat in that the Project Site is located in an urbanized setting, is a developed site, and the proposed subdivision includes mitigation measures, as identified in the MND and MMRP, that reduce impacts to biological resources to less-than-significant levels.
G. The design of the subdivision and type of improvements will not conflict with easements acquired by the public at large or use of property within the proposed subdivision in that it is designed to avoid encroachment and conflicts with public easements in the site design.
H. The Vesting Tentative Subdivision Map provides, to the extentfeasible, for future passive or natural heating or cooling opportunities, in that it would allow flexibility in the development standards to maximize the benefits of green building standards for site and building design.
3. Based on the findings set forth in this Resolution and the evidence in the Staff Report and such other evidence as received at the public hearings on this matter before the City Council, the City Council hereby approves the Vesting Tentative Subdivision Map, substantially in the form on file as shown on the attached Vesting Tentative Subdivision Map and Conditions of Vesting Tentative Subdivision Map Approval, hereby incorporated by this reference.
4. Effective date. This resolution shall become effective immediately.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE 23RD DAY OF SEPTEMBER, 2025, BY THE FOLLOWING VOTE:
AYES: COUNCILORS:
NOES: COUNCILORS:
ABSENT : COUNCILORS:
ABSTAINED : COUNCILORS:
Attachments incorporated by reference:
1. Vesting Tentative Subdivision Map
Chahal, Cox, Gonzalez, Hardy, Jain, and Park, and
Mayor Gillmor
None
None
None
ATTEST:,~
NORA PIME~MMC
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
Resolution/1530/1540 Pomeroy Avenue- Vesting Tentative Subdivision Map Rev: 7/27/2023
No. 8207
No. 46627
OWNERS SfATBoENI'
1\£ HEREBY STATE THAT 1\£ ARE THE OIW<ERS OF, OR HAVE SOME RIGHT, TITLE, OR INTEREST IN AND TO THE REAL PROPERTY INCLUDED 111TH THE SUBDI\IISION SHOIW< UPON THE HEREIN MAP; THAT 1\£ ARE THE ONLY PERSONS 'MiOSE CONSIENTS ARE NECESSARY TO PASS A CLEAR TITLE TO SAID REAL PROPERTY; THAT 1\£ HEREBY CONSIENT TO THE PREPARATION AND RECORDATION OF SAID MAP AND SUBDI\IISION AS SHOIW< \\1THIN THE DISTINCTIVE BORDER LINE.
1\£, Al.SO HEREBY DEDICATE TO THE CITY OF SANTA CLARA EASEMENTS IN, ON, 01/ER, UNDER, ALONG AND ACROSS THOSE CERTAIN STRIPS OF LAND DESIGNATED AND DELINEATED HEREON AS •w.LE." (WATER LINE
EASEMENT) FOR THE PURPOSE OF CONSTRUCTING, INSTALLING, OPERATING, MAINTAINING, REPAIRING AND
REPLACING WATER DISTRIBUTION SYSTEM FACILITIES AND APPURTENANCES THERETO, SAID EASEMENT SHALL BE KEPT OPEN AND FREEH FROM TREES, BUILDINGS AND STRUCTURES or ANY KIND EXCEPT IRRIGATION SYSTEMS AND APPURTENANCES THERETO, AND LAWFUL FENCES. NO PRIVATE OR OTHER PUBLIC UTILITIES SHALL BE PLACED IN THE •w.LE. • EXCEPT FOR PURPOSE OF CROSSING. THE CITY SHALL HAVE RIGHT OF
ACCESS ACROSS AND/OR ALONG THE ADJOINING PROPERTY FOR THE PURPOSE OF MAINTAINING, REPLACING, ADDING TO, OR REMOVAL OF ITS FACILITIES.
1\£ Al.SO HEREBY DEDICATE TO THE CITY OF SANTA CLARA EXCLUSIVE EASEMENTS, IN, ON, 01/ER, UNDER, ALONG AND ACROSS THOSIE CERTAIN STRIPS OF LAND DESIGNATED AND DELINEATED HEREON AS •u.G.E.E. • (UNDERGROUND ELECTRICAL EASEMENT) FOR THE PURPOSE OF CONSTRUCTING AND RECONSTRUCTING,
INSTALLING, OPERATING, MAINTAINING, REPAIRING, AND/OR REPLACING UNDERGROUND ELECTRICAL DISTRIBUTION AND/OR COMMUNICATION SYSTEMS, AND APPURTENANCES. THE UNDERGROUND SYSTEMS \\1LL CONSIST OF CONDUITS, CABl.£S, VAULTS AND SPLICE BOXES INSTALLED FLUSH 111TH OR BELOW GRADE AND OTHER NECESSARY APPURTENANCES. TRANSFORMERS AND S\\1TCHES \\1LL BE MOUNTED ABOVE GRADE ON A CONCRETE PAD. THE ABOVE MENTIONED UNDERGROUND ELECTRICAL EASEMENT SHALL BE KEPT OPEN AND FREE FROM TREE$, BUILDINGS AND STRUCTURES OF ANY KIND EXCEPT IRRIGATION SYSTEMS. APPURTENANCES THERETO, AND LAWFUL FENCES. NO PRIVATE OR OTHER PUBLIC UTILITIES SHALL BE PLACED IN THE "u.G.E.E" EXCEPT FOR PURPOSE OF CROSSING, AND EXCEPT THOSE UTILITIES SHOIW< ON THE PLANS RE\IIE\\£0 AND APPROIIED BY THE CITY OF SANTA Cl.ARA IN CON.AJNCTION 111TH THIS SUBDI\IISION. THE CITY SHALL HAVE
RIGHT OF ACCESS ACROSS AND/OR ALONG THE ADJOINING PROPERTY FOR THE PURPOSE OF MAINTAINING, REPLACING, ADDING TO, OR REMOVAL OF ITS FACILITIES.
1\£ ALSO HEREBY DEDICATE TO PUBLIC USE EASEMENTS FOR PUBLIC UTILITY PURPOSES IN, ON, UNDER, 01/ER, ALONG, AND ACROSS !HOSIE CERTAIN STRIPS OF LAND DESIGNATED AND DELINEATED HEREON AS "P.u.E.• (PUBLIC UTILITY EASEMENT). THE ABOVE MENTIONED PUBLIC UTILITY EASEMENTS SHALL BE KEPT OPEN AND FREE FROM TREE$, BUILDINGS AND STRUCTURES OF ANY KIND EXCEPT PUBLIC UTILITY STRUCTURES AND APPURTENANCES THERETO, IRRIGATION SYSTEMS AND APPURTENANCE THERETO, AND LAWFUL FENCES.
ADDITIONALLY, THE PRIVATE STORM DRAIN FACILITIES- PRIVATE SANITARY SE\\£R FACILITIES, PRIVATE ELECTRIC FACILITIES AND PRIVATE WATER FACILITIES AS SHOIW< ON THE PLANS RE\IIE\\£0 & APPROIIED BY THE CITY OF SANTA CLARA IN CON.AJNCTION 111TH THIS SUBDI\IISION SHALL Al.SO BE PERMITTED IN SAID P.U.E .. ANY FUTURE PRIVATE FACILITIES INSTALLATION \\11HIN SAID P.U.E. SHALL BE SUB..ECT TO THE CITY OF SANTA Cl.ARA ENCROACHMENT AGREEMENT APPLICATION PROCESS. THE PUBLIC UTILITIES SHALL HAVE RIGHT OF
ACCESS ACROSS AND/OR ALONG THE ADJOINING PROPERTY FOR THE PURPOSE OF MAINTENANCE, REPLACING, ADDING TO, OR REMOVAL OF THEIR FACILITIES.
1\£ ALSO HEREBY DEDICATE TO THE CITY or SANTA CLARA EASEMENTS FOR EMERGENCY VEHICLE ACCESS PURPOSES ON, ALONG AND 01/ER THOSIE CERTAIN STRIPS OF LAND DESIGNATED AND DELINEATED HEREON AS •E.V.A.E. • (EMERGENCY VEHICLE ACCESS EASEMENT). SAID EASEMENTS SHALL BE KEPT FREE AND CLEAR OF
OBSTRUCTION OF ANY KIND, AND SHALL BE MAINTAINED SUCH THAT THE SURFACE SHALL SUPPORT EMERGENCY VEHICLE USE.
1\£ Al.SO HEREBY DEDICATE TO THE CITY or SANTA Cl.ARA AN EASEMENT FOR RIGHT-OF-WAY FOR THE CONSTRUCTION, MAINTENANCE. AND PUBLIC USE OF A SIDEWALK \\11HIN THE STRIP OF LAND DESIGN A TED AND DELINEATED HEREON AS •s. W.E. • (SIDEWALK EASEMENT). SAID EASEMENT SHALL BE KEPT FREE AND CLEAR OF OBSTRUCTION OF ANY KIND, EXCEPT UNDERGROUND PUBLIC UTILITY STRUCTURE$, IRRIGATION SYSTEMS.
AND APPURTENANCES THERETO THAT DO NOT INTERFERE 111TH THE PURPOSIE OF THE EASEMENT. 1\£ Al.SO HEREBY RESERVE EASEMENTS FOR INGRESS AND EGRESS PURPOSES ON, ALONG AND 01/ER THOSIE CERTAIN STRIPS OF LAND DESIGNATED AND DELINEATED HEREON AS •p.1.E.E.• (PRIVATE INGRESS, EGRESS EASEMENT). SAID EASEMENT SHALL BE KEPT FREE AND CLEAR OF OBSTRUCTION OF ANY KIND. SAID EASEMENT IS NOT OFFERED, NOR IS IT ACCEPTED FOR DEDICATION BY THE CITY or SANTA CLARA. 1\£ Al.SO HEREBY RESERVE AN EASEMENT FOR STORM DRAIN DESIGNATED AND DELINEATED AS "P.S.D.E" (PRIVATE STORM DRAIN EASEMENT), FOR THE INSTALLATION AND MAINTENANCE OF PRIVATE STORM DRAIN FACILITIES- SAID STORM DRAIN EASEMENT SHALL BE KEPT OPEN AND FREE FORM BUILDINCS. STRUCTURES AND FENCE OF ANY KIND EXCEPT IRRIGATION SYSTEMS AND APPURTENANCES THERETO. SAID EASEMENT IS NOT OFFERED, NOR IS IT ACCEPTED FOR DEDICATION BY THE CITY OF SANTA CLARA. 1\£ Al.SO HEREBY RESERVE AN EASEMENT FOR SANITARY SE\\£R DESIGNATED AND DELINEATED AS "P.S.S.E" (PRIVATE SANITARY SE\\£R EASEMENT), FOR THE INSTALLATION EASEMENT SHALL BE KEPT OPEN AND FREE
FROM BUILDINGS, STRUCTURES AND FENCE OF ANY KIND EXCEPT IRRIGATION SYSTEMS AND APPURTENANCES THERETO. SAID EASEMENT IS NOT OFFERED, NOR IS IT ACCEPTED FOR DEDICATION BY THE CITY OF SANTA CLARA.
1\£ Al.SO HEREBY RESERVE EASEMENTS FOR FIRE LANE PURPOSES ON, ALONG AND OVER !HOSIE CERTAIN STRIPS or LAND DESIGNATED AND DELINEATED HEREON AS ·r.LE.. (FIRE LANE EASEMENT). SAID EASEMENTS SHALL BE KEPT FREE AND CLEAR OF OBSTRUCTION OF ANY KIND. SAID EASEMENT IS NOT OFFERED, NOR IS IT ACCEPTED FOR DEDICATION BY THE CITY OF SANTA CLARA.
AS OIW<ER:
MASUD MAESUMI AND MOJGAN MAESUMI, AS TRUSTEES OF THE MASUD AND MOJGAN MAESUMI REVOCABLE TRUST, DATED AUGUST 31, 2005 AND VAL M. PASCUAL AND BEULAH A. PASCUAL HIS \\1FE AS JOINT
TENANTS
BY: ___________ _ BY: ___________ _
NAME: NAME:
ITS: ITS:
BY: ___________ _
NAME:
ITS:
TRACT NO. 10593
ONE LOT SUBDIVISION FOR
CONDOMINIUM PURPOSES
ELEVEN (11) RESIDENTIAL CONDOMINIUM UNITS
CONSISTING OF 3 SHEETS
BEING A PORTION OF OUITO RANCHO
BEING THE LANDS DESCRIBED IN THAT CERTAIN QUITCLAIM
DEIED, RECORDED ON APRIL 17, 2019 AS DOCUMENT NO.
24157350 AND THE LANDS DESCRIBED IN THAT CERTAIN
GRANT DEED, RECORDED ON OCTOBEIR 9, 1984 AS
DOCUMENT NO. 8211443, omCIAL RECORDS OF SANTA
CLARA COUNTY
LYING ENTIRELY \\1THIN THE
CITY OF SANTA CLARA, SANTA CLARA COUNTY, CALIFORNIA
DA TE: OCTOBER 2024
ADVANCED DEVELOPMENT
CIVIL ENGINEERING SURVEYING PLANNING
2933 BENJAMIN COURT, SAN JOSE, CA 95124
(408) 891-1689
OWNERS Aa<NOWLEDClMENI
A NOTARY PUBLIC OR OTHER OFFICER cotiiPL£'nNG MS CERnFICAlE VERIFIES ONLY THE IDENTITY OF TI-IE INDl\1DUAL. 'ttlHO SIGNED lHE DOCUIIENT TO Vitilat nus CERllFICAlE IS ATTAaiED, AND NOT THE TRUlHFULNESS, ACCURACY, OR VALIDITY OF "THAT DOCUMENT STATE or CALIFORNIA )SS.
COUNTY OF _____ _,
ON ____ 20 __ BEFORE ME, ________ A NOTARY PUBLIC,
PEIRSONAILLY APPEARED ______________________ _
WHO PRO\IIED TO ME ON THE BASIS or SA TISF AC TORY E\IIDENCE TO BE THE PEIRSON(S) 'MiOSIE NAME(S) IS/ ARE SUBSCRIBED TO THE \\1THIN INSTRUMENT ANO
ACIKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HEIR/THEIR
AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HEIR/THEIR SIGNATURE(S) ON THE
INSTRUMENT THE PEIRSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENAILTY or PEIR.AJRY UNDER THE LAWS or THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAIPH IS TRUE AND CORRECT. \\1TNESS MY HAND AND SEAL:
NOTARv'S SIGNATURE: ______________ _
NOTARv'S PRINTED NAME: _____________ _
NOTARv'S PRINCIPAL PLACE or BUSINESS: ---------
NOTARv'S COMMISSION NUMBER: ___________ _
NOTARv'S COMMISSION EXPIRATION DATE: ________ _
OWNERS Aa<NOWLEDClMENI
A NOTARY PUEIJC OR OTHER OFFICER COMP\.ETINO lHIS CERTIFICAlE 'vaWIES ON..Y THE IDENTITY OF THE INDl't1DUAL YltiO SIGNED THE DOCUMENT TO MICH THIS CERTIACATE IS ATTADiED, AND NOT lHE lRUTHFULNESS. ACCURACY, OR VALl>ITY OF THAT DOCUMENT STATE OF CALIFORNIA )SS.
COUNTY OF ____ __,
ON ____ 20 __ BEFORE ME, _______ A NOTARY PUBLIC, PERSONALLY
APPEARED
l\liO PROIIED TO ME ON THE BASIS OF SATISFACTORY E\IIDENCE TD BE THE PERSON(S) \tlliOSE NAME(S) IS/ARE SUBSCRIBED TD THE \\11HIN INSTRUMENT AND ACKNOYII.EDGED TO ME THAT HE/SHE/THEY EXECUlED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITl'(IES), AND THAT BY HISftiER/THEIR SIGNA TURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUlED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PER.AJRY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND ODRRECT.
'MTNESS MY HAND:
~:~~AM-E:-· -------------
PRINCIPAL COUNTY OF BUSINESS: _______ _
COMMISSION NUMBER: __________ _
COMMISSION EXPIRATION DATE: _______ _
8ll'IIIEY0R'8 SfATBoENI'
THIS MAP WAS PREPARED BY ME OR UNDEIR MY DIRECTION AND IS BASED ON A FIELD SURVEY IN CONFORMANCE 111TH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST or MASUD MAESUMI ON .AJNE 6, 2023. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPRO\IIED TENTATIVE MAP, IF ANY, AND THE SURVEY IS TRUE AND COMPLETE AS SHOIW<, THAT AILL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THEY \\1LL BE SET IN SUCH POSITIONS ON OR BEFORE OCTOBEIR 30, 2026, AND THAT THE MONUMENTS ARE sumCIENT TO ENABLE THE SURVEY TO BE RETRACED.
DATE YAGHOUB SAIDIAN
R.C.E. No. 33509
QTY 8ll'IIIEY0R'8 SfATBoENI'
I HEREBY STATE THAT I HAVE EXAMINED THE HEREON FINAL MAP OF TRACT NO. 10593 ANO I AM SATISFIED lHAT lHE MAP IS lECHNICALLY CORRECT.
DATE JAY S. FAHRION
CITY SURIIEYOR
CITY OF SANTA Cl.ARA
P.LS. No. 8207
aTYBDEER'88rA1BENI'
I HEREBY STATE THE HEREON FINAL MAP OF TRACT NO. 10593:
(1) HAVE EXAMINED THIS MAP.
(2) THE SUBDI\IISION AS SHOIW< IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE VESTING TENTATIVE MAP AND ANY APPROIIED ALTERATIONS THEIREOF. (3) ALL PRO\IISIONS AND CHAPTER 2 OF THE SUBDI\IISION MAP ACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME or APPROVAL OF THE VESTING TENTATIVE MAP HAVE BEEN COMPLIED 111TH
DATE
DATE
GUSTAVO GOMEZ
ACTING CITY ENGINEER
CITY OF SANTA CLARA
R.C.E. No. 48627
JENNIFER YAMAGUMA
ACTING CITY CLERK AND EX-omcI0
CLERK OF THE CITY COUNCIL
OF THE CITY OF SANTA Cl.ARA
CALIFORNIA
CXUffi' IECCRlER'8 SfATBoENI'
FILED THIS ___ DAY OF ________ 20- AT ___ M.
IN BOOK ___ OF MAP$, AT PAGES ____ SANTA Cl.ARA COUNTY RECORDS, AT THE REQUEST OF FIDELITY NATIONAL TITLE COMPANY.
FILE NO. ____ _
COUNTY RECORDER
SANTA CLARA COUNTY, CALIFORNIA
FEE: ._ ____ _
BY: "'D=EP"U"'TY,,---------
SAM22-0DD2 / PLN21-1532D SHEET 1 OF 3
A NOTARY PUBUC OR OlHER OFFICER CClilPlETING lHIS CERTIFICAlE \'£RIFIES ONLY lHE IDENTlTY OF lHE INDl\1DUAL 'M-10 SIGNED 1HE DOCUMENT TO 'M-110-1 lHIS CERTIFICAlE IS ATTAQ-IED, AND NOT TIE TRUTHFUi.NESS, ACCURACY, OR YAUDnY OF lHAT DOCUMENT STAlE Of CALIFORNIA )SS.
COUNTYClf _____ -J
ON ____ 20 __ BEFORE ME, ________ A NOTARY PUBLIC,
PERSONALLY APPEARED, ___________________ _
\\tiO PROVED TO ME ON lliE BASIS Of SATISFACTORY Ev1DENCE TO BE lliE PERSON(S) \\tiOSE NAME(S) IS/ARE SUBSCRIBED TO lliE "'11\ilN INSTRUMENT AND ACKNOWLEDGED TO ME lliAT HE/SHE/lliEY EXECUlED lliE SAME IN HIS/HER/lliEIR AUlliORIZED CAPACITY(IES), AND lliAT BY HIS/HER/lliEIR SIGNATURE(S) ON lliE INSTRUMENT lliE PERSON(S), OR lliE ENTITY UPON BEHALF Of \\tilCH lliE PERSON(S) ACTED, EXECUTED lliE INSTRUMENT.
I CERTIFY UNDER PENALTY Of PERJURY UNDER lliE LAWS OF lliE STAlE Of CALIFORNIA lliAT lliE FOREGOING PARAGRAPH IS TRUE AND CORRECT.
Vt11NESS MY HAND AND SEAL:
NOTARYS SIGNATURE: ______________ _
NOTARYS PRINTED NAME:
NOTARYS PRINCIPAL PLACE Of BUSINESS: ________ _
NOTARYS COMMISSION NUMBER: ___________ _
NOTARYS COMMISSION EXPIRATION DAlE: ________ _
BENEFICIARl"8 &rATEMENI'
WASHINGTON MUTUAL BANK, Fl. UNDER lliAT CERTAIN DEED Of TRUST, RECORDED APRIL 23, 2004, AS DOCUMENT NO. 17739954, OFFICIAL RECORDS Of SANTA CLARA COUNTY, ENCUMBERING lliE LAND HEREIN SHOWN, HEREBY CONSENTS TO lliE MAKING AND FlLING Of lHIS MAP.
BY: __________ _ NAME: _________ _
ITS: __________ _
BENEFICIARl"8 ACKNOWLEDQMENI'
A NOTARY PUBUC OR OlHER OFFICER COMPL£1»1G ntS CERmCAlE \'£RIFIES ONLY lHE IDENTlTY OF lHE INDIVIDUAL 'M-10 SIGNED 1HE 00CUIIENT TO 'M-110-1 lHIS CERTIFICA 1E IS ATTAQ-IED, AND NOT lHE TRUlHFULHESS. ACCURACY, OR VALIDITY OF lHAT DOCUMENT STAlt OF CALIFORNIA )SS.
COUNTY Of ____ _,
ON ____ 20 __ BEFORE ME, _______ A NOTARY PUBLIC, PERSONALLY
APPEARED
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY E\1DENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE 'MTHIN INSTRUMENT AND ACKNO'M.!DGED TO ME THAT HE/SHE/THEY EXECUltD THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY
HIS/HER/THEIR SIGNA TURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACltD, EXECUltD THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS Of THE STAlt Of CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT.
'MTNESS MY HAND: SIGNATURE: _____________ _
PRINltD NAME: ___________ _
PRINCIPAL COUNTY OF BUSINESS: _______ _
COMMISSION NUMBER: __________ _
COMMISSION EXPIRATION DATE: _______ _
TRACT NO. 10593
ONE LOT SUBDIVISION FOR
CONDOMINIUM PURPOSES
ELEVEN (11) RESIDENTIAL CONDOMINIUM UNITS
CONSISTING Of 3 SHEETS
BEING A PORTION Of QUITO RANCHO
BEING lliE LANDS DESCRIBED IN lliAT CERTAIN QUITCLAIM
DEED, RECORDED ON APRIL 17, 2019 AS DOCUMENT NO.
24157350 AND lliE LANDS DESCRIBED IN lHAT CERTAIN
GRANT DEED, RECORDED ON OCTOBER 9, 1984 AS
DOCUMENT NO. 8211443, OFFICIAL RECORDS Of SANTA
CLARA COUNTY
LYING ENTIRELY Yt11HIN lliE
CITY OF SANTA CLARA, SANTA CLARA COUNTY, CALIFORNIA
DA lE: OCTOBER 2024
ADVANCED DEVELOPMENT
CIVIL ENGINEERING SURVEYING PLANNING
2933 BENJAMIN COURT, SAN JOSE, CA 95124
(408) 891-1889
BENEFICIARl"8 &rATEMENI'
U.S. BANK, N.A., UNDER lliAT CERTAIN DEED Of TRUST, RECORDED SEPlEMBER 9, 2015, AS DOCUMENT NO. 23075240, OFFICIAL RECORDS Of SANTA CLARA COUNTY, ENCUMBERING lliE LAND HEREIN SHOWN, HEREBY CONSENTS TO lliE MAKING AND FlLING Of llilS MAP.
BY: __________ _ NAME: _________ _
ITS: __________ _
BENEFICIARl"8 ACKNOWLEDQMENI'
A NOTARY PUBLIC OR OTHER OFFICER COMPLETINC lHIS CERTIFtCAlE VERIFIES ON.Y THE IDENTITY OF 1HE INDIVIDUAL "'40 SIGNED lHE DOCUMENT TO WHtCH ntS CERTIFtCAlE IS ATTACHED. AND NOT lHE TRUlHFULHESS. ACCURACY, OR YAUDITY OF lHAT DOCUMENT STAlt Of CALIFORNIA )SS.
COUNTY OF ____ _,
ON ____ 20 __ BEFORE ME, _______ A NOTARY PUBLIC. PERSONALLY
APPEARED
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY E\1DENCE TO BE THE PERSON(S) WHOSE
NAME(S) IS/ARE SUBSCRIBED TO THE 'MTHIN INSTRUMENT ANO ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUltD THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY
HIS/HER/THEIR SIGNA TURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACltD, EXECUltD THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STAlt OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE ANO CORRECT.
'MTNESS MY HAND: SIGNATURE: _____________ _
PRtNltD NAME: ___________ _
PRINCIPAL COUNTY OF BUSINESS: _______ _
COMMISSION NUMBER: __________ _
COMMISSION EXPIRATION DATE: _______ _
SAM22-0002 / PLN21-15320 SHEET 2 OF 3
t
1~
~1!!51
~!i
~I;!;~
'--RIGHT OF WAY LINE PER PARCEL MAP (R3}
POMEROY AVENUE
NORlH 647.76' (647.73')R1, (647.92')R3, (647.76')R4
FD BRASS PLUG
IN MON BOX PER
(Rl,R2,R3,&R4)
-----.J'-- ___ NORlH 311.79' ___ --=--- ____ ~lERUNE _______ ~ ____ ~496.2~ _ ----,./----~~~~ 166.79' - ' - 125.00' -T-- 335.97 (CALC1 ,335.94 PER ,R1)) ~~ ~ ~ ~ ~ tl
~ ,~ ui ~ g ~ ~ ui jl~ ~ ~
NORlH 251.79' ii ;j ~ ~:j;! "g f~~I ~ • : i
r---./'--,---....::::::..::.:...:::::c::..:.... ___ ---!,f--=: 65.00' 60.00' I £::? ~ f ~ ~ ~~~~56,,.....'r;;;:;4;;;;10""2.oo""·,,i,_~,,,...,. __ .,,....,;~~~5.""oo·""""'-r""·'"'~~~;,;,i;;;..2""r""j:..3 ... ~....;-;:i~'..:---------,.------- 3 i e~~ a: I \ ~bi!~ 6 <:
DOC NO. 14949847
REC. AUG. 20, 1999
a:: w
0 a::
0 CD
6.00' WIDE
F.LE. & P.S.D.E.
DOC NO. 23995573
REC. AUG. 2, 2018
I "' I . I .... i"'t
. I I .., I F.LE. "' P.S.D.E. <:.:J
;I; ::J lo.! ~ ::J -I 1-----"6.:,cOO,:.' _,,'Me,,D,:_E _ ~0::
I ~ ~ ~ I
F:: I Cl. F:: "'
I z I ~ : z I i LOT 1 LOT 2 ~
I I ""w· I I "'" TR~J-~': 1J313 TRA;J_~': 1J313 ;' :-
1 I $gs
I I ~ I s el-.~
21 .00· I :s L I ~ Is s s::;
I~ LOT 1 sl 0 I~ 111 11 ~
I- 0.482 ACRES± ~I :::::i 13 DOC NO. I i
1ni w I 24157350
I .5 3£ REC. APR. 17, I I I ui I 2019
I DOC NO. 8211443 I (/)"! 'g I REC. OCT. 9, 1984
I I ~ J~I
I- I ' &Ji!il NORlH
I W '---l...-16 .00'
I ~ -7
I I a: ~s
I w lill
NORlH I _,;
~ -_J ;: 13
I;; 8 r NORlH W NORlH
.5 '"L 1s.oo· NORlH 21 oo· 1s.OO' I -=-=~uib·
LOT 13
TRACT NO. 1313
50-M-16
a:: w
0 a::
0 CD
~
F
(.)
z
!;;
ci
LOT 12
TRACT NO. 1313
50-M-16
0 LOT 11
TRACT NO. 1313
50-M-16
20 40 60
TRACT NO. 10593
ONE LOT SUBDIVISION FOR
CONDOMINIUM PURPOSES
ELEVEN (11) RESIDENTIAL CONDOMINIUM UNITS
CONSISTING OF 3 SHEETS
BEING A PORTION OF QUITO RANCHO
BEING THE LANDS DESCRIBED IN THAT CERTAIN QUITCLAIM
DEED, RECORDED ON APRIL 17, 2019 AS DOCUMENT NO.
24157350 AND THE LANDS DESCRIBED IN THAT CERTAIN
GRANT DEED, RECORDED ON OCTOBER 9, 1984 AS
DOCUMENT NO. 8211443, OFFICIAL RECORDS OF SANTA
CLARA COUNTY
LYING ENTIRELY WITHIN THE
CITY OF SANTA CLARA, SANTA CLARA COUNTY, CALIFORNIA
SCALE: 1• • 20' DA TE: OCTOBER 2024
ADVANCED DEVELOPMENT
CIVIL ENGINEERING SURVEYING PLANNING
2933 BENJAMIN COURT, SAN JOSE, CA 95124
(408) 891-1889
BASIS OF BEARING
lHE BEARING OF NORlH, ALONG lHE CENTERLINE OF POMEROY A-UE, AS SHO\WI UPON lHAT CERTAIN SUBDIVISION MAP ENTITLED "SUN-GLO ESTATES UNIT NO. 1 TRACT NO. 1313", FILED FOR RECORD IN BOOK 50 OF MAPS AT PAGES 16 AND 17, SANTA CLARA COUNTY RECORDs.
NOTES
1. ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS lHEREOF.
2. lHE DISTINCTI'-£ BORDER DENOTES THE BOUNDARY OF SUBDII/ISION BY THIS MAP AND CONTAINS 21,000 SQUARE FEET OR 0.482
ACRES, MORE OR LES5.
REFERENCED DOCUMENT
R1 TRACT NO. 1313, BOOK 50 MAPS PAGES 16 & 17
R2 TRACT NO. 2908. BOOK 140 MAPS PAGE 31
R3 PARCEL MAP, BOOK 295 MAPS PAGE 22
R4 TRACT NO. 7088, BOOK 493 MAPS PAGES 3 & 4
LEGEND
0 ®
( )
FD
IP
3/4" IRON PIPE SET & TAGGED "RCE 33509", FLUSH
FOUND MONUMENT, AS NOTED ON MAP
DENOTES RECORD DATA PER NOTED REFERENCED DOCUMENT
FOUND
IRON PIPE
ABBREVIATION
E.V.A.E.
P.S.O.E.
P.S.S.E.
S.W.E.
U.G.E.E.
P.U.E.
P.I.E.E.
F.LE.
W.LE.
EMERGENCY VEHICLE ACCESS EASEMENT
PRIVATE STORM DRAIN EASEMENT
PRIVATE SANITARY SE\\£R EASEMENT
SIDEWALK EASEMENT
UNDERGROUND ELECTRICAL EASEMENT
PUBLIC UTILITY EASEMENT
PRIVATE INGRESS/EGRESS EASEMENT
FIRE LANE EASEMENT
WATER LINE EASEMENT
SAM22-0002 / PLN21-15320 SHEET 3 OF 3
7 GENERAL NOTES:
l All matcrials Ind atrtmanship shall confom, 10 the City ', Standard Details, Standard Spccif!C3tims. and Gener.,! Roquin:mcnu
2. Conu-.ctor shall ,ccure an Encroac:hnicm l'<mm from !he Cit) Eng,nccnng Dcpartn""' I and p;,) appropnatc foe pnor IO cornmcn,a;mcn\ of,.-ork. All wort. 1t llhin ll>c public nght-of-wa) shall be done under a smgk Encroa::hmalt Permit.
J l! is lhcC0111ne1or·s resporuibi~tylo,·erifylhe locationof all c><istin,glltilitieswitblhelf'l"'Ol)lialcucilily aj!CDCics pnor1Qlhccon1mcnccn1Cnl<1fconwucw 1, Con1r:><;1orshall n,oufyallJlllbh~andpm.ieuul11)0\\·ncr148hu\Q ~l~omm,cnccrn.-nl of,.orl.: ~W: nl IO lhc u11hl), Contact Undc:'11,f'OUDd S,::n·,«: Alert (USA) al SJ I o, 800- 4 11,c: ContrxlO< $11.>II not1f), ~ c1rc.1br, oil business c11abl,~mc111.1 .>nd residences loc.>lod "'"""" alT""""' b) !he ..-od; ill ~I forti..: 1jiht (48) houl'J prior 10 J1311 of conSl!\IC\Jon Clfl:ul:u shall Ix JubJ~ 10 the :,ppro,~ ofdlC Cit) En&m,;cr
3 l/nk:1,1 Olhcrw,,: d,n;ctOO b) the C,t) Engineer ,n 11>c fickl a ~cl, 1«21,011 "here nc,,, curb/auucr 11 10 be ,nst>lkd on an nl$hna 1u..c1 (dn,-."") ,n51alla1,on, dm-cwa)' abandonment. curb r:1,np 1n11311311011, a,rt, faa:, dr.unaae ,n11aJla1on, etc.) p,1\"CIIICIII R:<>Omlrv<:1111<1 shall be r<:qUlrcd. "'' l~-,nch .. ,de Nnd of~,-cmcnl 1h311 be "'""""Cd :and n,pb,;<:<,1 2loo\i lhc cnhr<: lclliffl of c111b11u11<:r m1t:i.lla1ion. R,:mo,·al <.lc:pth tJaw cull ri:qwrcd) "'-111 be IO 11,e buem31CnalonS1""'11,,.ilhAC or P CC "3' 'Cn1Cnt four!4 ) 1nchc1orlcminlhickncS1 Rcmcr.111dcplhWllbe r..-o(2)1nchc:lmin1mumon11n:c11Y.ithA C (grind)m !d fourt4)inchclm,n,mmnoo ■ n:ct1Y.1t h PCC (AY. CUI) p<l\'Cmcnl 1!11dncsfgre:Kcr 1han foor(4) 1nc!,cs Rcpl:,cc 111th AC or P CC. (dowels ft'C!Ulral) IO m.11ch e."'9Jng I"''"""'"'
6 All ,!dcwalk.curb. and guttcrd=,acd 1..1 a ..,,ul l of the project 1h:i.ll be n:mo,-.d and n,pl.xcd ro the ncarcsl "'°"' m.:ir\ or 1..1 d,n:ctcd b) the Cil) Cngi11CCr ln1mll111ion of IIC" ' 1id<:w:1lk. curb :ind gutter 111P>n• •-~;.;,. ,mpm"!'Cffll.'fllllhlll ""I""''• s!di:w;ilk coot:lCIJOml jdowcls 11.'qUm:d) 7 P:att,&I n:plxcmcnt ofa dn,-.\\ -a) i1 nol allo\\,-d A dm·c"-a) 1hat has been cul or II=~ mull be n,plaa>d on 111 cnUR:I) The """' n:plxcmcnt dn,·c:wa) mull n,ccl cu, n:n1 CotJ $1and.1rd1 "h,ch tn.1) 1ffee1 on.-,1e 1mpm,-.mc-nu :mdlorn:quin:111dcwalkc1,cmcn 1
l. Siu") tc:il "'-111 be n,qw""1 oo all new IIR."1."I pa1·cmcn1 (c.1-. 1rcnch \\·orl, pot.holes. and wcet w!dcnmgs) Slurl) 90:,J lh.>ll cMct>d twchc 111<bc:s bei·lll>d the hm,1 ofpa,c n1en1 =oi>11Net100 9 Allmanholc1,,11l,-.bo ... -s,monumc n1 bo.,cs.ondot hcr11nK:rnn:s ,n 1hcp:m,,mcn1arc11h311bcadJuSIC<IK11inolb &ID."bcfon:pa"nafin.ilhft
JO GIW bn:>boo cu,t,, oo 1idcw:i.lk,""' Kl be mundcd off on fonn wo,1; ond finish::d surfx,na l I The C-Onlr\\CIOt sh:i.11 be n:SpOOs,blc for the prcscn'lllion ~ orpcrpe1u:uion ofc~isting sun1.") monurncnu (CIBI:, ugs. uooptpcS.S111..tmonumcnts.c1c. ) n<>lcdO<l!hcpl:msor foond duringconRrualOOpcrScc 1,on$7 71of 1hcCahfOrrna Sus,ncss and Piofcu,ons Code lf a w n c) monumcn1 has ,he pot.cnual ofbc mgd,s1urbcd orw ,1h,n l foci ofd>e Wod.lhcmonumcntsh:dlbeloco t«l.ri:f<:rcoo::<.I.Md acomc: r rccordsh:d l bc: filcdw,1 h tbc:S>ntaO=Cow,t) Sun-CI0<.and11 duplica1cof lhccornc r rr;cord shallbcsubr nincdrotbc:Crt) Engu,,;c,-pnoo-totbc:SW!of COO$!ruCl,on. Should an) sur,-cymoo um,;nt bcdarnagedordcsl:'0)1."dd unngCOIISlnK:11on.thc~ilmll"' •subhshsaidmonumcntpcrCi1ys 1.Yld:trd,filcacomer!'NXlrdw ith !bc:S:lntaClan. CoonrySun1:)-or,:wlsubm, 1 1 duphcatcof lhc{)QfnCrr,,:,cordlO!bc:Cit) r:ngim-crpriotrofi nal p<qcelnolo«ofcomplclionitsul'db)thc Ocpnnmcrn of Publ,c Wor\s 'The co,nr:,cror shall. a1 h,s/hcr c.~pcn11e. h,ri: • hccn,cd profc,11on311 cm l «Ii'"''" au1hon..:dropr3ct,ccland1,,r,..:)•"llor la,!dsunc) ·or topcrform 1hc"ort. 12 Allsurplusandunsu1!Xllc matcriillshallbc:ri:mo,..:d frompublicrigh1-of.,.11y 13 Contrxtor ~! pm,,dc a.kqllOI<: dust cootrol and k 1:p mud :u,d dcbri1off 1h<. pubhc nsht-of..,a) at all Urn<S. 14 All111.-ncl,,;:tandc:,C1,·.:u,onsshall bc:oon11ruc1cdinsi nt1eomph:u,cc"11h1he"f)plic:lbk:tca1oosofC&l,lbm11and Feder.II 0.S H A rcqu,n.'fll<:nll and other apphcablc 1:1fcl)' ord,n:111CCS Coooxm r shall 00U full n:sp:,rwbol!!)' for 1m>e:hshonnt1<.lc:s•ana>d,nstal!ot,on
l$E."suna u11htocsshownar.:baxdnponn:cordinfo nn;11iooondan:"Jll)1'0)<imlllcinloca1,onanddcfKII The Contrxtorshall pod1oleall c~,si,nauto l,ucst hot ,na) bcalr~cdb)• R<;\\ F.w:,huc:1,n 1J111oontn1Ct.•·cnt) a,etu:il loca11H111nddcp1h,and 11.1)0rtpotcn1,al coon,e1,ro 1hc Er,gi"""r pnorroc.<C1,.11"'llfo.-"""' ' fac,1,ua. 16 Con1rx1orshallpcrformhi,conS1nK:1ionando,,cr.11ioo in amanncr.whicl,," II IIOlallowllannf.alpoll-lSK1""1cr lhc 51onn dr;,jn S)'Sltm To <;n1un: compliance. the Coo11:1C1or sh:i.11 implement the :,wropnalc lkSI ~~ l'r:w;,1<:c (BMP) as outlon,.-d 1n the brochures cr,titkd "But MAn1Fmct11 Prootioo for tho ConSlruc:tiQn Industry" ,ssucdb) 1heSantaClari,Vallc)"Nonpo, nt Soun,c J'olluhonCon1rol Progr:,m.lO"'''lhcoonsll\>ctJOll"lcandjob ''""~
17 O,,:m1alnp,>r\Ull!Of«tftSII\ICl,oncqu,pnw;ntin 1hcpublicriaJ,1-o f•wio)shall notbc:pcnn ,m:d,c,c,:p1a11oobon(s} app,o,-c,db)•llw:C1~Tr,,.ffic Ent1>n«r
JI All J:1NW,·- ·,.,and/orsmnndra, n ma,ns lO be abandoocd smll befi lkd "'lhAndoroonlrol dcnt,t) fill(CO t) amlplug<d u caclt. ct>dwitha6"1hi ck W11ll of Clus"A" P.C.C. 19 Al»ndonmcnt of.son,tal)" 11ewcr l~tcral at ll>e pf"OJX'rl) hoc 1h3II ,ndudc thc complete f'Crll0\'111 of the Chnlli ~ all .-.rtlcal piPQ amllho ~S" W'JC. Then,mallliQa Wcnl cods dwl be pl"l&cd with6 "thic k wallofCIIN" A" P.C.C~ cnsunna no COIICR:IC cn1cri lhc nWn Ab;u,do,in,cnt of..,.,,111) "'""'"' laicral at lhc ma,n "'II oea,r "hen blcral connocts:u.anunholcor111 dctcnn1ncd b)' thcC11i·. Plug thel atrralendwithl>lh ickW1.l1 ofClua"A" P.C.C..and fill l:11cnl" 11h~orcomroldcn,11yfil l (Cln), mal.1nga,moo1hu,,mclfin1sl,oothcon...SC"·allofthcm:inholc:
formanholcoonni:cuons
20 Unless Olhc"'·,11e noled. CWS 2 A O under curb. au tti:r. tu!d Sln:cl llections p3,-.d w,lh Uph:,ll oan.c:ICIII." ,h:,JL be compxll."d 10 9!% n:lat"-c compx uon (m,n,mum)
2 1 Near oompl<'IOII of lhc Prqcct.. 00011x10, &hall n:plxc d:uu:13"d curb~ auacr al0nj l'toJCCI (roruJillc .:u d1n:cll."d b)•lhc:Cit)£ng,nccr
IMPROVEMENT
FOR TRACT NO.
PLAN
10593
SANTA CLARA, CALIFORNIA
SITE PLAN
LEGAL DESCRIPTION
LOT 0£ AS DESCRIBED AS "EXHBT A" IN A CIUIT CLAIM DEED FILED fOft RECORD IN COUNTY Of SANTA a.ARA RECORD DOC. I 241573SO.
LOT TWO AS DESCfflE> AS "EXHIBIT A" IN GRAHT DEED Fl.ED fOft RECORD IN COUNTY Of SANTA CLARA RECORD DOC. f 8211443.
TOTAL NET AA.f.A OF LOT ONE A: TWO • 21,000 SF (0.482 AC±)
BASIS QF BEARING
TiiE BEARING NOO"OO'OO"W, TiiE C'ENTERUNE/lr,IONUMENT LINE Of POMEROY AVENUE, AS SHOWN UPCN CERTAIN SUBDMSION MAP ENTITLED -stM-Q.O ESTATES UNIT NO. 1 TRACT NO. 1313", FILED fOft RECORD IN BOOK SO Of MAPS AT PAGES 16 A: 17 OF SANTA a.ARA COUNTY RECORDS WAS TAKEN AS BASIS Of ELEVATION fOft lHIS MAP.
BASIS Of ELEVATION
QTY Of SANTA CLARA BENQ-1 MARK NO. £-13
0.. CAMINO REAL AND PUIEROY A\'ENUE, NORlHWEST CORNER,
Q-IISEl.EO CROSS ON SOOlHEAST SOLT IN TRAFFIC LIGHT BASE.
ELEVATION 91.06' NA'vO 88 DATUM 2011
"°' ro SOO£
...
AC. ,.c. e.o.w. e.v.c. c.,.
OJ
M.
"""· OJ.P.
o.s.
LC.
ru.v.
""'· ~r:c.
F.O.
,~.
F,O.C.
F.L
r.s. ... ~v.
H.P.
"· "'· "· LF.
L~ LP.
....
M,H.
MIN.
(HORIZONTAL) =:;c.
VERTICAL CIMIE NO.
U.S.
P.C.C.
P.C.R.
P.P.B.
P.V.C.
:.VJ.
r-...
S.0.M.H
...
""· S.S.M.H.
..
S/W
•-~ ""'· U.0.N.
...
V.C.P.
:::
"'"""" =t'or~CURYE
""" SAtlTMY SEWER liUNfOlE ........, ...... .,,.....
TOPOFCURB
"""" I.MLESSOTHERWISENOTED
"""""' ..... =EDClAYPIPE(EXTR,\STRENGTH)
=~~n:
"'
II I
~
EL CAI.INO REAL
!~
~
t
~
eBQ>EI ~1n; I !
...
VICINITY MAP "°' ro SOO£
SHEET INDEX
COVER SHEET
GRADING & DRAINAGE ANO UTILITY PLAN
PLAN & PROFILE - PRIVATE STREET
EROSION ANO SEDIMENT CONTROL PLAN
STORMWATER CONTROL PLAN
STORMWATER NOTES ANO DETAILS
TOPOGRAPHICAL ANO RECORD BOUNDARY SURVEY PLAN
CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP's)
LEGEND ..,.,...,,,. PROPOStO
""""'
WHEELCIWR RMIP fl /DJ
S#ITMY liWIHOLE
• 0
''""""'""' ® @
cnY9.Mli'EYWOfrlUMENT "1 ~
STNl'.IAAO H000ED lta.£1" •• n,
,_..,....,.
-·CENTER UN£
-SS- -5S-
~= ~ s~=
""""""'"' MATCHl,l,I[
... ""' WAltR l,l,IE
~"'"""" .,...,..
WAltR METER
'"'"""' WAltRVM.~
EOOEOFPAVEMENT
CUR8 NIID GUTTER
.,,..... ..... ,
....., "'""""
""""""" ,_,,.,.
"""""'Q
D.ECTRICN.. CONDUIT
A A
~
-·--W-
-n-
llil
Iii
---
-1¥-H-W-
~
<MRHOOCOIO.ICltlRS-
PW. "°" •
UTILITY POLE 8
"""'°""' 0--
PEJMOUS PAVER ~
□
0 0----
t-
z ~ w ~ ::::; . ~ a. 0 ~ ~ loj
_, ~: ~ ~ ~ w d~
0 lh ,
0 ~~i w fl~<!.~ (.)
-~ ~ z
~ ~ 0 ~ <(
t
<(
z a:::
0 u..
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I') <(
a, (.)
t- If)
w 0 w
I
Vl 0 a::: z w t-> 0 (.) <( (.) <(
a::: a:::
t- <( _,
(.)
~ z
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~n~d
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1 8
~-
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I
N
0 I
0 '" N
z
C.
«
s I!
lllllE. 1. All. EXISTING CURB. GUT1ER, SIDEWAU( ANO ORl'-£WAY VM.L BE REMOVED ANO 'MLL 8£ REPLACED 'Mlli NEW
CURS, GUTTER, SIJEWAU(, ANO PLANTER STRI".
I
Ulfil...o.
FS "4.4-0
GARX
5• PCC
"""' •• AB
EARTHWORK SUMMARY
EXCAVATION BUILDING:
EXCAVATION (PRIVATE DRIVE
& PARKING):
EMBANKMENT
SHORTAGE:
EXCESS:
~
= PAD 92.70
FS "'-20
GARAGE&
J
5• PCC
O'-"'
&"AB
200 CY
230 CY
0 CY
0 CY
430 CY
~1
APN
~
= PAO 9250
FS "4.00
GARAGE
5• PCC
"""' •• AB
~
= PAD 92.30
fS 93.80 ~-
GARAGE
5• PCC
O'-"' ....
\!lfil..Z
EE...Jli.§g_
PAO 9210
FS 93.60
GARAGE
. i 5•pcc
u; '"" O'v£R
•· AB ~
Ulfil..1Q.
EE...a!Jl!l.
PAD 91.50
~~H BUILDING
~
90 -----t-~FEN~ CE~t-------t ----- ----t-f- - 1-
..
1 I
I
I
t
l:!i tr~"~••=-"~71--~,e,...-l-1
SCM.E: H: 1"•10'
V: 1"•4'
,-
•SF-RllilA• PERIIIEAE!lt.£
EDGING STONE BANDING
0•1110• CONCRETE BAND
2" Of J" PEA GRA'oa.
t CRUSHED ROCK
GEO-TEXllLE FILTER
FABRIC (MIRAF'l l<K.N
OR EQUAL)
= 1. -S.-RIMA"PER'«WJS NOTE: GEOTECHNCAL CON9JLTANT SHOIA.O CONCRElE PAVING FROM - 8ASAU1E 1-800-266-3670. EVALUATE lHE stJBGRADE CONDITION PRIM
2. INSTAU. PER MANUF'AClURE TO INSTALLATION Of lHE FILTER FABRIC SPECIACA OOHS. ANO If SOFT SUBGRAOE COtlJITION ARE
3. cot.OR - TAN/CHARCOAL ENCOUNTERED, A GEOTEXll..E FABRIC MAY 8E RECOMMENDED.
PERVIOUS CONCRETE PAVER DETAIL
NTS
BIO-FILTRATION DETAIL
NTS
GRADING NOTES:
1) AU. WORK SHAU. CONF~ YUH THE REQUREMENTS Of THE CITY ENGINEER AHO/OR BUILDING DEPARTMENT.
2) ALL EARTHYIORK SHALL BE PERFORMED IN ACCORDANCE 'MTH TttE RECCMIENOATION OF Tl,£ SOI.
ENGtEER; ANO THE UNIFORM 8UlDING CODE.
3) REMO\IE AND REPLACE lHE EXISTING OJRB AND SIDEWALK AS REQUIRED BY CITY ENGINEER. (FINISH
TO MATCH EXISTING)
4) 'M--IERE FILL MATERIAL IS TO BE PLACED ON NATURAL GROUND, TttE AREA SHALL BE STRIPPED OF ALL 'i'EGETA110N, EXCEPT LAROE lREES, PRIOR TO FIWNG. TME SURFACE OF TME GROUND SHALL BE SCARIFIED TO A DEPTH OF 5•. 'IIHERE NATl.lRAl GROUND IS STEEPER lHAN 5:1, IT SHALL BE BENCHED AND KEYED TO ACHIM STABILITY.
5) TttE UPPER 12" OF SU8GRADE IN PA\OIENT AND GARAGE SLA8-0N-GRADE AREAS SHOOLD BE COMPAClm TO MINIMUM OF 93 Bf] ATIVE CAMPAGilCW
&) NO ORCANIC MATERIAL SHALL BE PLACED IN ANY FU.
7) MAXIMUM CUT St.OPE SHALL BE 2:1 AND .. NIMUM Fll St.OPE SHALL BE 2:1 . 8) CONTRACTOR SHALL NOTFY TME CITYS 8UlDING DEPARTMENT AT I.EAST 24 HOURS PRIOR TO COMMENCING 'MR<. AND FOR FINAL INSPECTION OF lHE WORK AND Tl-£ SITE. 9) ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY 'MlH TME STANDARDS ESTA8USHED BY THE AIR QUALITY MAINlEIWtCE OISTRICT FOR AIRBORNE PARTICULARS (DUST). 10) THE CIVIL ENGINEER: ADVANCED DE\nCAIENT, 2933 BENJAMIN coun, SAN JOSE. CA 95124 HAS PREPARED TMIS GRADING Pl.AN TO COIPl. Y 'MTM lHE GRADING RECCMIENDATIONS IN Tl-£ PRO..ECT GEOTECtNCAL REPORT PREPARED BY _________ _
11) LOCATE ALL UTILITIES AT J08SITE PRIOR TO COHSTRVCTION. 12) St.OPE ALL FNSH GRADES AWAY FROM STRUCTURE FOR POSITl'i'E DRAINAGE. 13) Al'f'ROVAL OF 1HESE PLANS BY ADVANCED DE'wn.CAIENT IS FOR GRADING AND DRAINAGE ONLY ANO IN NO WAY IMPLES APPROVAL OF lHE SlRUCnJRAL DESIGN OF THE HOOSE, FOUNDATION, RETAINING WALLS. SOI. cow>ACTION, SQL STABILITY OR OlHER COMPONENlS. 14) ADVANCED OE\6.CAilENT PROVIJES NO WARRANTY FOR Tl,£ OR,..,.AGE OF THIS PRO.ECT UNLESS TttEY ARE AUTHORIZED TO PERFCRI AN •AS 8UILr SURVEY BEFCW'E OCCUPANCY TO OETERMINE CONFORMITY 'MTH TME DESIGNED PLAHS.
15) LOCATION OF UNOERGROUNO UTILITIES, BctJNDARY DIMENSIONS AND TCPOGRAPI-IC INFORMATION 'fERE TAKEN AND INTERPa.AlED FROM EXISTING POIEROY A-.otUE IIIPRO-.a.lENT PLAN f-
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PLAN AND PROFILE
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ADVANCED DEVELOPMENT
SANTA CLARA CALIFORNIA
29:JS BEN✓AJIIN COURT
SAN JOSE, c..1/J/i'O/lN/,I 9512<1
{-108) 376 - 0570
CIVIL £NCIN££R
STABILIZED CONSTRUCTION ENTRANCE
SEDIMENT BARRIER
SEDIMENT ROLL DETAIL
1. EROSION CONTROL MEASURES SHALL CONFORM TO ABAG STANDARDS, TOWN STANDARDS AND THE APPROVAL OF THE TOWN'S ENGINEERING DEPARTMENT.
2. ALL MATERIALS NECESSARY FOR THE APPROVED EROSION CPNTROL MEASURES SHALL BE ON SITE BY SEPTEMBER 15TH AND IN PLACE BY OCTOBER 1ST.
3. EROSION CONTROL SYSTEMS SHALL BE INSTALLED AND MAINTAINED THROUGHTOUT THE RAINY SEASON, OR FROM OCTOBER 1ST THROUGH APRIL 30TH, WHICHEVER IS LONGER.
4. IN THE EVENT OF RAIN, ALL DRADING WORK IS TO BE CEASE IMMEDIATELY AND
THE SITE IS TO BE SEALED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL MEASURES AND APPROVED EROSION CONTROL PLAN.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND REPAIRING EROSION CONTROL SYSTEMS AFTER EACH STORM.
6. PROJECTS MUST HAVE ALL CUT AND FILL SLOPES PROTECTED BY AND DISTURBED AREAS BY ONE OF THE FOLLOWING MEASURES OR THE COMBINATION OF THEM:
TEMPORARY SEEDING AND MULCHING, PERMANENT SEEDING AND MULCHING,
HYDROMULCHING-HYDROSEEDING, EROSION CONTROL BLANKETS/GEOTEXTILES, AND FIBER ROLLS.
7. ANY AREAS OF DISTURBED SOIL SHALL BE SEEDED OR REPLANTED TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO OCTOBER 1ST, OR FINAL INSPECTION, WHICHEVER IS SOONER.
8. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED BY TOWN'S ENGINEERING DEPARTMENT OR BUILDING OFFICIALS.
9. PROJECTS SHALL PREVENT ANY ACCUMULATON OR DEPOSIT OF DIRT, MUD,
ROCKS, GRAVEL OR DEBRIS ON ANY STREET, ALLEY OR PUBLIC PLACE OR IN ANY PUBLIC STORM DRAIN SYSTEM.
EROSION & SEDIMENT CONTROL NOTES
FILTER FABRIC DROP INLET DETAIL
CONSTRUCTION OF A SILT FENCE
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~--------D-R-A-IN_A_G_E_A_R_E_A_S_U_M_M_A_R_Y--------~ (ss.oo· \\10E R/W) 70 l c · TREATMENT T'l'PE
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CITY OF SANTA CLARA
C.3 TREATMENT FACILITIES CONSTRUCTION NOTES
(TO APPEAR ON STORMWATER MANAGEMENT PlAN)
I. Third party review and ce rtification of installation and completed atormwat er treatment measures is required . Third party reviewer must be a civil engineer, architect or landscape architect registered in the State of Californ ia and must have a current training oo stormwater treatm ent design. A list of qualifi ed third-party reviewers can be located at www.u,nu,c.loroc.o.gov/home/showpublisheddocumentJ46993/6380835041338526n .
2. At beginning of con structi on, the project applicant shall arrange for a site visit (inspection ) by a third -party reviewer acceptable to the City of Santa Clara. The third-party reviewer will recommend the required number of site inspections at different intervals of construction .
3. The 3111 party shall review all installed stormwater treatment measures and certify that they have been constru cted in accordance with the approved Building plans.
4. Soils in the biorete ntion facilities should meet the Biotreatment Soil Mix {BSM) specifications per SCVURPPP C.3 Stormwater Handbook, Appendix C. A minimum percol::ition r::ite of 5 inches/ hour and a maximum percolation rate of 10 inches/hour are required (initial infiltration rate may exceed this to allow for tendency of infil tration rate to reduce over time). Planting soil layer should be at least 18 inches deep. Contractor to ) :~:t:r ::~:::~~::~~~~=sr:~;:~:n::~ material producer , cert ifying that soil complies i s. Permeable drain rock shall be Class 2 perm rock per Caltrans standard section 68-1.025.
The material shall be washed and free from clay or organic material.
6. Perforated pipe shall be solvent weld PVC SOR 35 (or approved equal) with perforations faced down. Location of the pipe varies, see Plan.
7. Installation of Porous Pavement and/or Vaults shall be done per standard details and specifications. Third party reviewer or vendor shall inspect the porous pavement and/or vaults installation (including if necessary, perform ing percolation test) and submit their concurrence letter to the City of Santa Clara.
8. For any liner penetrations, radial cut the liner for pipe. Mastic and seal with pipe clamp to insure water-tight seal.
9. See landscape plans and specificat ions for planting materials with in bioretention facilities.
SJORMWATER TREATMENT MEASURE IHYDRAUUC SIZING
~
TOTAL IMPERVIOUS lRIBUTARY AREA • 5,128 SF
REQUIRED BIO ALTRATION AREA • 4,C: • 205 SF
PROPOSED BIO FILTRATION AREA • 2x130 • 260 SF > 205 SF Q.K..
FJOW BATF CAlaHATION·
0 • CIA
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I - 0.2 IN/HOUR
A • 0.9x0.2x260 / 43,560 - 0.001 CFS
"-=--"""-"
TOTAL IMPERVIOUS lRIBUTARY AREA - J ,705 SF
REQUIRED BIO ALTRATION AREA - 4X • 148 SF
PROPOSED BIO FILTRATION AREA • 2x110 • 220 SF > 148 SF OJI..
EIOW BATF CAIA!IATION·
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a.EANOUTWITHCAPATF1N.
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5 I. Routine Maintenance Activi ties
The principal maintenance oti;ective is to prevent sediment buildup and ck>gging, which reduces pollutant removal efficiency and may lead to bioretention area lai ~re . Routine maintenance activities, and the frequency at which they will be conducted, are sho'Ml in Table 1.
1 RIHTIOl/e obstructions, we<!d5. debris a,,d tr,W, from bioretertion areaanditsinleb;IW>dootlets : anddisJ.lOS(lof prope,ly .
2 lnspectbiore{enlionarea lor standingwate{.lfstanding
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3 CIMlcltindemrainslordogging . l.Js,e !heclllanoulri!le, to cieananyclogged lr"derdrains.
Frequency of Task
~:,:;;'ly . orasneeded afterstorm
~U:nr:se{ly. orasneededaft erstorm
, Maintainlhe imgationsyst em andensur a thatplan tsare oua r!e{ly ,~ng 1he,::c,,rect11mQUnlof wat•r (if epplcable).
s E"'ure the1 the vegelatlQn i. heaRhy ...:I dente enough Annually. belore the weU eD$0t\ lo p-ovioe ~~ering and proCed soiiJ kom e<oelon. Prune begins andweed thablor elenlionar ea Remove and/or replace
anydeed plal'U
e UM oomp,)111 and oCl\el' n11ur1I toil amendment• ...:1 Annually. belore thewel sea$0fl leltilzenins tead 0! 1yn1heli<: !ertil.zars. especially 11\he begins , ys1..., ..,...., ,..n,;1e,~•n.
7 Chedcthllmulchls1 t 1pp-op111e deplh (2- 31.-.ches!)e r Annually. belore thewet season aoilapeciftcalions) .-d raple,...,,nnec• aarybelora wel begins 1uson begins. It ii racollYl18r1dad thl1 Z' - 3" ol a,bof mulchbe relijlpled /6'/eryyea,r.
a lna.pect thae nerwdisai patiooatlh elnlat to-,nlil Annually. belorethew et seasoo funetioningldequ11ely,1ndth11therels n.o seo11 ol tha begins 1urfa,;19 rro.rldl. Rtm)ll1ao,;,,, mr.rla:edaedine nt.
~ l na.pectove,llowpipe to a n fur"■ 1h lli lcan 1,11 re 1yconv e y e x c.tellows t o1ttorm~li nRe palr or r e pl■,c1 damaged piping.
11 lnapactbioretenlionaraauaing lhaa haciled lnspect.On Annuelly, belore the wel teB$0t\ '""""'·
BIOTREATM ENT SOIL REQUIREME NTS
BIORETENTlot<I SOil MIX 51-iAU. MEET THE REOOIREMENTS AS OUTLINED IN APPENDIX C Of THE C.J STORM WATER HAHOBOOK AHO SliAU. BE A MIKTURE OF flNE SAND AND COMPOST MEASURED ON A VOLUME BASIS OF 60- 70,r; SAND AHO J0-4(),r; COMPOST. CONTRACTOR TO REFER TO APPENDIX C fOR SANO AND COMPOST MATERIAL SPEClncATIONS.
CONTRACTOR MAY OBTAIN A COPY OF THE CJ HANOOOOK AT :
HTTPS: / /CUANWA TCR.SGCGOV.ORG/SITES/C/fUS/[X.JCP84al/fUS/SCVl.flPPP _C.POF" PRIOR TO ORDCRING THE BIOTREATMENT SOL I.IIX OR DELIVERY TO THE PROJECT SITE. CONTRACTOR 51-iAU. PROW>E A BIOTREATMENT SOIL MIK SPECIFICATION CHECKLIST, COMPLETED BY THE SOL MIX SUPPLIER -"'O ctRT1f1EOTESTINGLAB.
..
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~APPRO',{[)EOOAL
O\Ulfl.OWRISER a..ENIOOT
W GRATE W CAP AT
BIORETENTION BASIN W/ LINER
REM TRITON PERF•FTC (FULL TRASH CAPTURE) Series
BIORfJENDON it O 9!'-:JHRCUQ1 f'I ANJEB NOTIS"
1 SEE GR~NG Pl.AN fOR 8ASIN FOOTPRINT AND DESIGN
El.EVAT1ot<IS.
2 ~,.:::C1s 1~~~~ s~:~~ ~-11~g;T ~ ~Esi~ 01
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l. r::G;.~~SCR~ I~~:~ MUI.Ci. PLANT MATERIALS AHO
CURB CUTS SHALL BE: A MlffiMUM 11:1" ~OE ANO SPACED
AT MAXII.IUI.I 10' 0.C. INTERVALS AND SLOPED TO DIRECT
STORI.IWAT(R TO DRAIN INTO THE BASIN. CURB CUTS
~i~ :~~! t~~c:~~t':Tz~~O w CATO.
5. A I.IINIMUM 0.2' DROP 8(TV,€(N STORI.I WAT( R ENTRY POINT ~D;'i~~~i[I ~~~RB. ETC.) ANO AOJACENT
6 DO NOT COMPACT NATIVE SOIL / SIJBGR AOE AT BOTTOM OF
BASIN.LOOSENSOILT012 " DEPTH.
PL\CC 4"MIN.0tA.APPR(Ml)
COOOU:O.tBU OW CU!ll
Cff lllNGS FCRDIST.-llictCf2"
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SIZING METHODS:
4%
N.T.S.
STANDARD SJORMWATER CONTROL NOTES
STANDING WATER SHALL NOT REMAIN IN THE TREATMENT
MEASURES FOR MORE THAN FIVE DAYS, TO PREVENT MOSQUITO
GENERATION. SHOULD ANY MOSQUITO ISSUES ARISE, CONTACT
THE SANTA CLARA VALLEY VECTOR CONTROl DISTRICT
(OISTRIcn . MOSQUITO lARVICIOES SHALL BE APPLIED ONLY
IM-tEN ABSOLUTELY NECESSARY, AS INDICATED BY THE DISTRICT,
ANO THEN ONLY BY A LICENSED PROFESSIONAL OR
CONTRACTOR. CONTACT INFORMATION FOR THE DISTRICT IS
PROVIDED BELOW,
'NEBSITE: HTTPS:INECTOR SCCG9Y.ORG.IHOME
PHONE: (408) 918-4770
00 NOT USE PESTICIDES OR OTHER CHEMICAL APPLICATIONS TO
TREAT DISEASEO PLANTS, CONTROL WEEDS OR REMOVED
UNWANTED GROWTH. EMPLOY NON-CHEMICAL CONTROLS
(BIOLOGICAL, PHYSICAL AND CULTURAL CONTROLS) TO TREAT A PEST PROBLEM. PRUNE PLANTS PROPERLY AND AT THE
APPROPRIATE TIME OF YEAR. PROVIDE ADEQUATE IRRIGATION
FOR LANDSCAPE PLANTS. 00 NOT OVER WATER.
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APN 292-02-96
APN 292-02-97
6 z 1··11: lO ~ GS
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C\l § L•. b7d 1r-::f ,
~ ~ N69' ~168.,•1't 1:i1 --; ci . ......--+i:1-~-~, ... 6,...._ ..... ____ ,:;;;.,..:::__,4;,,,~~ "" bZ •-
o ---a t:; LOT 12 LOT 1
i:2 TRACT NO. 1313 TRACT NO. 1313
b 50-M-16 & 17 50-M-16 & 17
APN 290-02-20 APN 290-02-09
j
(INnnJ
t INCH• 10 n.
LEGAL DESCRIPTION
LOT 0NE AS DESCR11ED AS "E»BT It IN A QUIT a.AIM DEED fl.ED FOR REcaffl IN COUNTY OF SANTA CLARA RECORD DOC. I 24157J50.
LOT TWO AS DESCRIBED AS -0CHIBIT A" IN GRANT DEED nLEO FOR RECORD IN COUNTY OF SANTA Cl.ARA RECORD DOC. f 8211443.
TOTAL NET AREA Of LOT ONE I: TWO • 21,000 SF (0.482 AC±)
BASIS OF BEARING
THE BEARING N00'00'009W, THE CENTERUNE/MONUMENT LINE OF POMEROY A\DIUE, AS SHQ'#,1 UPO,I C.ERTAIN SU80I"'510N MAP ENTlllED "SIJN-Q.O ESTATES UNIT NO. 1 TRACT NO. 1313", FILED FOR RECORD IN B0CI( 50 OF MAPS AT PAGES 16 6: 17 OF SANTA 0.ARA COUNTY RECORDS WAS TAKEN AS BASIS OF ELEVATION FM THIS MAP.
"'" ,------.J.; ;...--------"T""~ :i"
PCC-
BASIS OF ELEVATION
OTY OF SANTA a.ARA BENCH MARK NO. "E-1.19
EL CAMINO REAL ANO POMEROY A\DIUE, NanHWEST CORNER.
CHISELED CROSS ON SOUlHEAST 80t. T IN TRAFFIC LIGHT 8ASE.
ELEVATION 91 .06' NA\O 88
II
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I
n72
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LEGEND
DESCRIPTION PROPOSED EXISTING
M-IEELCHAIR RAMP 0 0
SANITARY MANHOLE
• 0
STORM MANHOLE @ @
QTY SURVEY MONUMENT "1
"' STANDARD HOODED INLET AR t,,R
SANITARY SEO -SS- -SS-
STORM~
~= { ~= CENTER LINE
PROPERTY LINE
MATCH LINE A A
GAS LINE MATcFiTiNE
-G- -G-
WATER LINE -W- -W-
JOINT TRENCH -.Jr- -JT-
GAS METER Iii IQ]
WATER METER iii li'il
GAS VALVE -G-M-G- -G-f><J-G-
WATER VALVE _.....,_.,_ _ .,_,,.,_.,_
EDGE Of PA\o£MENT ~lne ___
CURB AND GUTTER
SIDEWALi( r::::::::J
= DRIVEWAY ::rt:;!;::
PAVING CONFORM ~
FIRE HYDRANT ,., A
STREET SIGN -RI -RI
FENCE(T'l'PE)
-ELECTRICAL CONDUIT ,__,,__,
OVERHEAD CONDUCTORS
PULL BOX • D
UTILITY POLE • " ELECTROUER 0-- 0--
ABBREVIATIONS
A.B.
A.C.
8.C.
BLDG
BOW/BWLK
e.v.c. c.e.
CLF
c.o.
CONT,
0.1. 0/W
E.C.
ELEV.
EXIST.
E.V.C.
F.F.
F.G.
F.H.
F.C.
F.L
FOC
F.S.
G.B.
G.V.
H.P.
I.D.
INV.
J.P.
LF.
LP.
L&T
MAX.
M.H.
MIN.
M.V.C.
M.W
NO.
N.T.S.
P.C.C.
P.C.R.
P.P.B.
PP&:T
P.V.C.
P.V.1.
• R.C.P.
R/W s s.o.
S.O.M.N
S.f.
SHT.
S.S.M.H.
S.S.
S/W
T.C.
TFOC
T'IP,
U.O.N.
v.c.
AGGREGA lE BASE
ASPHALT CONCRETE
g5~s1~zc OF CURVE (HORIZONTAL)
BACK Of" WALK
BEGINNING OF VERTICAL CURVE
CATCH BASIN
CHAIN LINK FENCE
CLEAN OUT
CONTINUOUS
DRAINAGE INLET
DRIVEWAY
ENO OF' CURVE (HORIZONTAL)
ELEVATION
EXISTING
ENO OF' VERTICAL CURVE
F'INISHEO FLOOR ELEVATION
F'INISHEO GRADE
F'IRE HYDRANT
FACE Of CURB
FLOW LINE
FACE Of CURB
FINISHED SURFACE
GRADE BREAK
GATE VALVE
HIGH POINT
INSIDE DIAMETER
INVERT
JOINT POLE
LINEAR FEET
LOW POINT
LEAD & TACK
MAXIMUM
MANHOLE
MINIMUM
MIDDLE OF' VERTICAL CURVE
MONITORING 'NELL
NUMBER
NOT TO SCALE
PORTLAND CEMENT CONCRETE
POINT OF' CURB RETURN
PEDESTRIAN PUSH BUTTON
PLASTIC PLUG &: TACK
POL Y'v1NYL CHLORIDE
POINT OF VERTICAL INTERSECTION
RADIUS
REINFORCED CONCRETE PIPE
RIGHT-OF'-WAY
SLOPE
STORM DRAIN
STORM DRAIN MANHOLE
SQUARE FEET
SHEET
SANITARY SE'W'ER MANHOLE
SANITARY SE'W'ER
SIDEWALK
TOP OF CURB
TOP FACE Of CURB
TYPICAL
UNLESS OTHER'NISE NOTED
\'ERTICAL CURVE
f-
z ~ uJ ~ ::;
~; ! a..
0 -' ~~ ~
~ ~ ~~ ~ ~
uJ ~ ~
0 ~lt 1
0 ~ •· i
uJ I ~~~ (,)
z ~ ~ <(
> ~ 0
<( ~
t
' ~
7 V.C.P.
w :rJWD a..AY PIPE (EXTRA STRENGTH) H ------ H
WATER METER Of 8 W.M.
w.v. WATER VALVE I '-----H
Construction Best Management Practices (BMPs)
Materials , Waste, and Sediment Management
Construction Entrances and Perimeter
D Establish and maintain effective perimeter controls., and stabilize all construction entrances and exits to sufficicn1ly control erosion, sediment discharges and tracking of sediment offsitc.
□ Sweep or vacuum immediately any tracking of sediment offsitc and secure sediment source to prevent further trucking. Never hose dow n streets or sidewalks.
Non~Hazardou s Materials and Dust Control
0 Benn and cover stockpiles of sand, dirt or other construction material with tarps when rain is forccasl or when they arc nol in use. Weigh down and secure tarps for wind protection.
D Keep malcrials off the ground (e.g., store bagged materials on wood pallets, store loose materials on tarps not pavement, etc.).
D Use captured waler from other activi1 ics (e.g., tt:..-sting fire lines) for dust control . □ Ensure dust t:..-ontrol water doesn't leave site or discharge to storm drains. Only use enough to control dust. Contain and dispose of excess water properly.
Haza rd ous Materi als
D Label all hazardous materials and hazardous wastes (such as pesticides, paints. thinners, solvents, fuel, oil, and antifreeze) in accordance with City, County, State and Federal regulations.
D Store hazardous materials and wastes in watertight containers, store in appropriate secondary containment, and cover them at the end of every workday, during wet weather or when rain is forecast.
D Follow manufacturer's application instructions for hazardous materials and do not use more than necessary. Do not apply chemicals outdoors when rain is forecast within24 hours.
D Arrange for appropriate disposal of all hazardous wastes. Have all pertinent Safety Data Sheets (i.e., SDS/MSDS/PSDS) onsite.
Wa sle Manage ment
D lnfonn trash-hauling contractors that you will accept only watertight dumpsters for onsite use. Repair/replace any dumpster that is not watertight or leaking.
D Cover and maintain dumpsters. Check frequently for leaks. Place dumpsters under roofs or cover with tarps or plastic sheeting secured around the outside of the dumpster. If the dumpster leaks, place a plastic liner underneath the dumpster 10 collect leaks. Never clean out a dumpster by hosing it down on the construction site - clean with dry methods, clean offsitc or replace dumpster.
D Place portable toilets and hand wash stations away from stonn drains. Make sure they arc equipped with containment pans (secondary containment) and arc in good working order. Check frequently for leaks.
D Dispose of all wastes and demolition debris properly per SOS and applicable regulations. Recycle or compost materials and wastes as feasible and appropriate, including solvents, water-based paints, vehicle fluids, broken asphalt and concrete, wood, and cleared vegetation.
D Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste per SOS.
D Keep Sile free oflitter (e.g., lunch items, water bonles, cigarette bulls and plaslic packaging).
D Prevent liuer from uncovered loads by covering loads that are being 1nmsported to and from site.
Construction projects are required to implement year-round stormwater BMPs.
Equipment Management &
Spill Control
Ve hicle and Eq uipment Mai nt enance
D Designate an area of the construclion site
equipped with appropriate BMPs, well away
from creeks or stonn drain inlets. for auto and
equipment parking and storage.
□ Perfonn major maimcnancc, repair Jobs, and
vehicle/equipment washing offsite.
D If refueling or \!Chicle maintenance must be done
onsitc, work in a bcnned area away from stonn
drains and O\!Cr a drip pan or drop cloths big
enough to collect fluids. Recycle or dispose of
fluids as hazardous waste.
D If vehicle or equipment cleaning must be done
onsite, clean with water only in a benned area
that will not allow rinse water to run into gutters,
strccts,stonndrain s, orcrecks.
D Do nol clean vehicles or equipment onsite using
soaps, solvents, degreasers. or steam cleaning
equipment, and do not use diesel oil to lubricate
equipment or parts onsitc.
Spill Prev e ntio n and Contro l
□ Always keep spill cleanup materials (e.g.,
rags, absorbents, and cat litter) available at the
conslruction site.
D Maintain all vehicles and heavy equipment.
Inspect frequently for leaks. Use drip pans to
catch leaks until repairs are made.
D Clean up leaks, drips and other spills
immediately using dry cleanup methods
whenever possible (absorbent materials, cat litter
and/or rags) and dispose of cleanup materials
properly.
D Sweep up spilled dry materials immediately.
Never attempt to "wash them awaytt with water
or bury them.
D Clean up spills on din areas by digging up and
properly disposing of contaminaled soil.
D Report significant spills 10 the appropriate local
spill response agencies immediately. If the spill
poses a significant hazard to human health and
safety, property or the environment, repon it 10
the State Office of Emergency Services at (800)
852-7550 (24 hours).
Earthmoving
Gradi ng and Ea r thwork
D Schedule grading and excavation work during dry
weather.
D Prevent sediment from migrating offsitc and protect
stonn drain inlets, drainage courses and creeks
by installing and maintaining appropriate BMPs
tailored to the site's specific characteristics and
conditions. Examples of such BMPs may include
silt fences, gravel bags. fiber rolls, temporary
swalcs, compost socks, etc. Ensure that BMPs
arcinstalledinaccordancewithmanufacturcr's
specifications and properly maintained lhroughout
the duration of constmction activities.
D Stabilize all denuded areas and install and maintain
temporary erosion controls (such as erosion control
fabric or bonded fiber matrix) until vegetation is
established.
□ Remove existing vegetation only when necessary.
Plant temporary vege1a1ion to prevent erosion
on slopes or in areas where construction is not
immediately planned.
D Keep excavated soil and/or transfer it to dump
trucks,onsite,not in the streets.
D Ensure all subcontractors working onsite are
implementing appropriate BMPs.
Contam inated Soils
0 If any of the following conditions are obseived,
test for contam ination and contact the Regional
Wa1cr Quality Control Roard and the local agency:
1) Unusual soil conditions, discoloration, or odor.
2) Abandoned underground tanks. 3) Abandoned
wells. 4) Buried barrels, debris, or trash.
D If the above conditions arc obseived, document any
signs of potential contamination, clearly mark areas
and fence/tape them off so they arc not disturbed by
construction activities.
Land sca pin g
D Protect stockpiled landscaping ma1crials from wind
and rain by storing them under tarps year-round.
D Stack bagged material on pallets and under cover.
D Discontinue application of any erodible landscape
matcrial within2daysbeforcafo rccastraineven t
or during wet weather.
D Store materials onsitc, not in the street.
Concrete Management &
Dewatering
Co ncrete Management
D Store both dry and wet concrete-related materials
under cover, protected from rainfall and runoff and
away from stonn drains or creeks. Store materials
off the ground on pallets. Protect dry materials from
wind.
D Avoid pouring concrete in wet weather or when
rainfall is imminent to prevent concrete that has nol
cured from contacting stonnwatcr runoff.
□ Wash out concrete equipment/mixers/trucks offsitc,
or onsite m in designated washout containers/areas
where the water will flow into a temporary lined
waste pit and in a manner that will prevent leaching
into the underlying soils. (Sec CASQA Conslruction
Stonnwa 1cr BMP Handbook for temporary concrete
washout facilitydctai ls).
□ Do not wash sweepings from exposed aggregate
concrete into the street or stonn drain. Collect and
return sweepings to aggregate base stockpile or
dispose properly.
D Make sure that construction waste (e.g .. concrete,
stucco, cement wastewater, or residual materials)
is collected, removed, and disposed of only at
authorized disposal areas. Do not dispose of
construction waste in stonn drains, ditches, streets,
crccks,dirtareas , orthesa nitary scwcr.
Dewat ering
D Discharges of groundwater or captured runoff from
dewatcring operations must be properly managed and
disposed. When possible, send dcwatering discharge
to landscaped area or sanitary sewer. If discharging to the sanitary sewer, obtain permission from the local
wastewater treatment plant.
D Diven water originating from off site away from all
onsitc disturbed areas.
D When dewatering. notify and obtain approval from
the local municipality before discharging water to a
street gutter or stonn drain. Filtration or diversion
through a basin, tank, or sed iment trap may be
required.
□ In areas of known or suspected contamina tion,
call the local agency to determine whe ther the
groundwate r must be tested. Pumped groundwater
may need to be collected and hauled offsitc for
treatment and proper disposal.
□ For addit ional infonnati on, refer to the CASQA's
Construction Stom 1watcr BMP Handbook, Fact
Shee t NS-2 "Dewateri ng Operations."
Paving/ Asphalt Work
Pavi ng
D Avoid paving and seal coaling in wet
wcalhcro r whcnrnin isforccastto
preventmateria lstha1 havcnotcuredfrorn
contacling with stonnwater runoff.
0 Cover stom1 drain inlets and manholes
when applying seal coat, slurry seal, fog
seal, or similar materials.
D When construction is complete, remove
all covers from s1onn drain inlets and
manholes.
D Collec1 and recycle or properly dispose of
excess abrasive gravel or sand. Do NOT
sweep or wash it into gutters, stonn drains,
streets,dirtareas,ort hcsa nitarysewer.
Sawc uttin g & Aspha lt/Concre te Remo va l
D Protect stonn drain inlets during saw
cutting.
0 When making saw cuts, use as little water
as possible.
0 Residue from saw cutting, coring and
grinding operations shall be picked up by
mcansofavacuumdcvice.
D Shovel, absorb, or vacuum saw cut slurry
deposits and dispose of all waste properly
and as soo n as reasonably poss ible.
Sawcutti ng residue should not be left on
pavement surface.
Q If saw cut slurry enters a stonn drain
inlet, clean it up immediate ly and notify
the loca l muni cipality .
Painting & Paint Removal
Paintin g Clea nup a nd Remova l
D Ncvercleanbrusheso r rinsepaint
containers to landscaping. dirt areas
or into a street, gutter, stonn drain, or
creek.
□ For wa1er-based palms, paint out
brushes to the extent possible, and
then rinse into a drain connected 10 the
sanitary sewer. Never pour paint down
a storm drain inlet.
D For oil-based paints, paint out brushes
to the extent possible, and then clean
with thinner or solvent in a proper
container. Filter and reuse thinners and
solvents. Dispose of excess liquids as
hazardous waste.
D Sweep up or collect paint chips and
dust generated from non-hazardous dry
stripping and sand blasting into plastic
drop cloths and dispose of as trash.
D Chemical paint stripping residue and
chips and dust from marine paints
or paints containing lead, mercury,
or tributyltin must be disposed ofas
hazardous waste. Lead- based paint
removal rcquircsastate-ccrtificd
contractor.
Storm drain polluters may
be liable for fines of up to
$10,000 per day!
Urban Runoff
Pollution Prevention Program
April 2024
t
8 8
TRACING NO. 12,408-D
GENERAL NOTES·
I Al1material1111dwor1unanslilp shallconform to lheCity'1StuldudDt11ul t, ScandvdSp«1flC:llions.andGcncr.1I Fl.cquoll:fll<nts
2. Conl.....-tor sh:i!l S<:C\IJll :111 Encrwchmcnt l'<m11t from the C,l) &.111rn:<r>JIJI D<:partmcnl :sid P,:,) appropn:w: foe pno< 10 con1111C1>CCmcnl of,.·on.. All wort 1111hrn I.be public ngfll-<>f-wa) shall bcdooc wldcr a 51ngk Encroachmcnl Penni!.
J lt ii thc: Contnctor·1 responsibility 10 verify the locuion of all c~istin& utiliue!I with 1M llfflrOplialc utility apnciH pn« IO lhc """'m<nc,:ri-.:nl of ...,.,stn,cl>Olo. Coutrll<.1or sh;dl notify all p11bhc and prwall: uuhl) owners 48 houn ~l~~=mcnl of,.·orl adJ:,c,:nt IO tbc u11hl) . Cor11ac1 Ulldcqµoond Scr>·101: Alert (USA) al Bil Of W0- 4 ~ Coolr.>dOI' lklll not,f). try circular. all busmou ost.obl,shmcnts :u>d rn,dtnc" loc.1m:I ,n =as aff<Xlcd try~ "°"' at least forly-.:,ght (48) llourt pnor to Jt.:ut of constn,ct,on Circular skill be subJe<:110 the: :,wro,-al ofthc: Cit) 1,,mm
5 UnlcslOlhcrw11ed11<:cted try· the Cny Engmoor ,n 1hc fickl ac each io.....,00 ""°"'""" curt{guncr, s iobc,nswk:d on an ul6\J"i 111\"ol (dn,-.:w3) ,n,st,.ll;11,on, dn,,:w 3J' ab;indonrncnt. cu,t, r,,,np ,nstalliil,on. ,;,,rt, faec dr,1.1na,c Ul$1:1.lla1,on.<.-1e.J p:m:mcn1~1ruc11onsh:>llbc11.'<Ju1rcd. Anl 8,,och,11<lobandofpa,-ancotshallbc:rcmc:m,d and rcpb;~ alo<tg ti>< entire length of ciuhlgullt r u,stallalioo. Rtmo, ·al dcplh 4g,.-cuU n,qu,ml) shall bc: to lhc but rn:i1Cnal on mttt9 w11h AC o, PC C pa,,,mcnt foor (4) ,ncl>ct or kss in thidncu Rcrno,;>l &pd,. wll bc:
!>l'O (2) inches minnnum on J\rc<:U "ith AC (grind) ~nd four (4) inches m,nnnum on strtttl w,th PC C (,:," CUI) pa,1:mCnttlndncssg,ca1« 1h:.i four(4)rnchc t Rtplacc"11hAC or P CC.(<lo-<c lt rcqu,rl.'d)IOm.1tdic."st",g pa,1:mCnl
6. ALl1ido",1ll. curt>. andguucrdamogcduarc 1ul10f 1hcproJCC1lhallbc:rcmo,,: d:wlrcpL.x,cdtorhcncarc1111COR:
m:ir\ o, u dir«Wd b) the Cit} Erlgin.cc, lns1:,ll;11ion of nc"· sidcw:,lk. curb and g,111c, ~nsi: C.'-'Slln& ,mp,o,,:mcnush3l l n,qu,n,~sodc"-:,lkconl:IC1JOmt jdo",:lsn,qu ,rl.'d) 7 Pwual n,placcmcntof1dnw11 ·1) i1 110tallo111.-J A Jnn:w ai 1ha1 ~bccncutor damagod mustbc:"'pla«d ,n ,is cnrirtl) 1l,c nc" · n:placcrncnt dm·C\\•) mun moo1 cu m:n1 CnJ S!and.:11d111h1ch mll)' aff001 on""'" ,mpro,,:mcnu and/or n:q111rca111dc><alke.ucment
a . Siu") seal !Jwl bc: rcqu,ml on all ncu 511<:ct pavcn,cnl (c.1 .. lrtnch .. -011<. potholes. and 11rcn ,.-odcnmgs) Siu") scal !Jwl cMcnd t>1dw ,nchcs bc:)vnd the hmu ofpa,·cmcm rcconstnx,,on ')_ Allm3MOk:s,,.1h"Cbo.'<Cl.rnonumc n1 bo.-.-s.andot h,:,- stni.,u n:1 ,n thcpa,crncn1are a shallbc:OOJustcdtofin,sh v,idc bcfon: l"'"llll final hft
JO G...SC bn:::ikson cutbl on 1,<lcwalks :lrll to bc: round..--d off on fonn wo,i; and finished surfacing I I Tiw:conu.,iorsh:,,llb,:;,n:sponsi blcforthcprc,,,,n;uionM<llorpcrpctualionof<:.~isting,un"t)fflOIIWl>CflU(cwbu,g1 . in:,np,.pt5.Sln.-..Cmonumcn1S.ctc)notl.:<Jonthl.:plrul1orfounddurillllcon Slrucl1011pcrStcl>on&771oftheCal,fi:,m,. llusincss:llldProf"'510n ! Codc lf a,unc} · monumcn1hasthcpote n1 ,alofbc,ngd, 1turbodorw,tlun l fc<:t oflhc Wod.tbcmonumcnt!Jwlheloc:iml.rcr.:n::ncrd.andocornc , recordshallbtfil<d"'ththeS.,,1.aClan,Cou1>1 ) Suni:},;,r.anda duphc.>1coflhcco mcr=ordshallbc 1PJbtn,ucdtotbcCn) [ ~rpnortotbcsunof conwua:ton . Sbouldan)ll\ln1:)mon un,ont b,:;,dan,agc::dordct11Q)cdd unngCQIUI.NC1,on.thccontnc10<thalln:• c,ubhsh $aid monument p,r City H:nl:trd. file a""""'' =rd with the: Santo Clar., C1111nt)" Sun·c)-or, m submn a d11phc.>1c of 1heoomcrm:ord1othc: Cit) llnginccrpriortofin:il prqec! nooccofcompk:lton 1ssucdb) die DepanrncruofPubl,cWorb "Thcconm,ctor!lh:tll . ath1 !/hcrc.'<JIC"""· h•rcaho.:nscdprof cu,onalcm l eng1ncc1 aulhonZ1:dtop,:,c10<:cland5Uni:)'i"llor landsur, -c)ortopcrfom, 1hc 110!\
12. All sgrplu1and UM'IIJ113bk: m.>lerial sh:,,ll be rcmo,i:d from public righH,f•Wll}" IJ Cont1aC1orsha!Lpro,1di:adcqu:ucdwacon trol andl.ccpn,ud a11d<lcbn10fl'thcpubhcnalu-<if•wa)alallumc1 . 14 ALltn.'flChc:landC'.'la,·.>lioo1shall bccon,1r uc1cd1n stne1compha11<:c\\oththcapplic:iblc ..a,or11of Callfum13and Fcdcr.,1 0 .S.H.A ""1Uln.-m<...,Uandothcrapphcablc.<:ifcl)' Orrl0Mn0C1. Con1ractorshallbcarfullrcspomibo l,1)'for trmchshon11jjlles1gnond,nstal la11on.
15 fa1st1na ,mlu ;c. SM\\n ore based upon n:cord infonn auon nnd :,re appro~imalc ,n loau on and d,plh The Cont,actorsh:,11 potholc:,,ll cX1S1ongu11tmc1t hal ma} bcafl'<X:tcdb)• nc\\ f.ac:,lmcs,n th11con1,aa , ,·en!) accu:il loc:11oonm>d<lcpth,m,drcportpot~nualconfl,c:11totheEnginc,,rpriortoc.•ca,·31,"llfornc:,\<.r.1h ucs 16 ContlaClor lh:o.11 perform hi! conSIAIC!ion and orcrntion in • manner, 11h,ch ,.; 11 1101 allow hannful polhrwiu tocr,tcr lhcstonndr:i.in 1)·Mcm Tocr,1un::com pliancc. 1hl.:Con1,aaorsh:,,ll1mplcmcn11he"f'l'l'0P'l a1C 8c<1M""3&"rncru l'r.,,C(o<:c (BMP) as 0111Jmcd m 1hc brochwa cr,tillc:d "Best Mani&emcnl l'raclice for lhc Comcruc:lian IDdullr)"" •~--d ~ the Sanl:I. Cl= Valle)' Nonpoonl So..n:c l'olluuon Conlrol Prog, .. m. IO J<J II the C01l51AIC!l0n SIie and )Ob cond,t,on
17 O,..,m,ghtparl,.ingofconsr:ruc1toncqu,p nlllnt ,n thc publicngl11-<1f·11•)shal l no1bcpcnn,nod ,c ,a:pt.>11ocabonC1) appro,i:db) 1heCil) Tr.iffic Eng111cer
18 All ,:,n111r)''°"crandlorstonnd~ n ma1n, 10 be llt>oo><loncd shallbcfo llod"1th.sandorconliol <l(:n,1l)'fill(CDF) ondpluyedmoachondwilh•6"1hickwallofC1 an~ A"P .C.C.
19.Ab3ndonmc:ntof.13 nn.11)ocwcrlatc ralatlhcpropcrt)l1t1c1hall,nclud<:lhccompk:tcrcmo,:al of1hcChnlf)Bo,c, all owtical pipes ood1he45 ' Wye. Then:11>1ining lalcnl mdl lhall be plugpl wilh6 " thickwallofClul"A" P.C.C~ cm.urinanoconcrt1cc1>1c1lrhc main Aba.ndonn,cntof..,,n"') .. ,.,,, 1a1crala1lhcma1n 1111toca,,,.hcnla1cnl oonnc.ruaamanholcor:..dc1cnn,nod b) the C,tr. Plug 1he 1,~,.lend with.6"1hick wallor c1ut•A~P .C.C~ and fill l.>1cr.lL with s.lnd orcon1rol <lcn111) fi ll (CD~). 111$,ng l lmOOlh 11011-cl finodi on d>e ,n11dc wall of the m:inholc form:u,holcoonnccuom
20 Unlc11 od,on.·,,e MKd. Cbss 2 A 8 under curb. gutter. and <1r«1 tections pa,,:d "'dt a,p,bal1 concn:.c shall bc:
compaclcd •o95% rcl.u",ecompa,: uon( nllnirnurn)
21 Ne~ complchoo of the Pm,cct. comt¥to r shall n,placc darn311Cd cu,t, and auttc, alOlljj Pro,a:t frOIIUjje as dirm,:d b) 1hcCit)Eng,nc,:r
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0 Of CIMIE (HORIZOHTAL) liLV.C.
~-CUM NO.
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WATER
WATER"""' WATER VALVE
PUBLIC IMPROVEMENT PLANS
FOR THE CONSTRUCTION OF
1530-1540 POMEROY AVENUE
SANTA CLARA, CALIFORNIA
SITE PLAN
LEGAL DESCRIPTION
LOT 0£ AS OESCAIBED AS "EXHBT A" IN A QUIT CLAIM DEED FILED f'OR RECORD IN CWNTY Of SANTA Cl.ARA RECORD OOC. I 241573SO.
LOT TWO AS DESCMIEO AS 'EXHIBIT A" IN GRAHT DEED Fl.ED FOR RECORD IN COUNTY Of SANTA CLARA RECORD OOC. f 8211443.
TOTAL NET AA.f.A Of LOT ONE & TWO • 21,000 SF (0.482 AC±)
BASIS OF BEARING
TiiE BEARING MOOtlO'OO"W, TiiE C'ENTERUNE/lr,IONUMENT LINE Of POMEROY AVENUE, AS SHOWN UPCIN CERTAIN SUSOMSION MAP ENTITLED -stM-Q.O ESTATES UNIT NO. 1 TRACT NO. 1313", FILED f'OR RECORD IN BOOK SO Of MAPS AT PAGES 16 & 17 OF SANTA a.ARA COUNTY RECORDS WAS TAKEN AS BASIS ~ ELEVATION f'CR lHIS MAP.
BASIS OF ELEVATION
QTY Of SANTA a.ARA BENCH MARK NO. E-13
0.. CAMII«> REAL AND POilEROY AVENUE, NORlHVlEST CORNER, CHISELED CROSS ON SOO"IHEAST BOLT IN TRAFFIC LIGHT BASE.
ELEVATION 91.06' NA'vO 88, OAlUM 2011
APPROVED AS TO THE FEATURES AFFECTING CITY OF SANTA CLARA FACIUTIE& APPROVED: MICH.ta UW
REVIEWED:
ASSISTANT OIRECTOR OF PU8UC 'IIICIRKS/QTY ENGINEER
QTY Of SANTA Cl.ARA
PUBLIC WORKS OEPARTMENT
LIJCI AND PROPERTY OEVELOPMENT OIVISION ~
lRAff"IC ENGINEERING DIIASION ~
STREET MAIHlEHANCE OIVISION ~
SIUCCIN VALLEY PO¥O ~
WATER ANO SEVER UTIJTIES OEPARlMEHT ~
THIS APPROVAL OO£S NOT MEAN THE ASSISTANT OIRECTOO Of PU8UC 'IIICIRKS/QTY ENGINEER NOR THE CITY CAH ACCEPT ANY PART OR PARTS Of THE WORK DONE U!CIER OR IN CCINJUNCTION WITH THESE PLAHS THAT HAVE NOT BEEN PROPERLY INOICATEO. "'
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VICINITY MAP
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COVER SHEET
OFF'-SITE IMPROVEMENT PLAN
WATER NOTES ANO DETAILS
ELECTRICAL PLAN {SILICON VALLEY POWER)
LANDSCAPE PLAN
IRRIGATION PLAN
LANDSCAPE NOTES
LEGEND
DESCIIIPllON PROfOSED
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I 1 - 1 INCH LINE FOR IRRIGAll(J,11
NOlE,
ALL OOMESTIC ANO IRRIGATION
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3. SEE SHEET 4 FOR ELECTRICAL GENERAL NOTES AHO Pl.AH,
PRCflOSED 6.00' UGEE
D£OICATION
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I
NEW JOINT TRENCH COODUITS FOR
FUTURE UN0£R GROONOING
NEW C.tG PER OTY STNO DETAI
REWOVE & REPLACE 18" AC
CfPAVEMENTPERNOTESOF -
GENERAL NOTE ON SHEET 1 EX. WATER
EX.SS
30.00'
20.0'
5.2' SIDfWALK
10.0'
PAAKSTRIP
EX. WATER
ENTIRE WIDTH Cf POMEROY AVE
FRONTAGESHALLBETREATEDWITH
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EX. SS
PORTIONS OF POMEROY
TYPICAL POMEROY A VE. S E CTION (60.00 ' R - 0 - W)
+ + +
2+00 1+50
POMEROY A VENUE - PROFILE ADVANCED DEVELOPMENT .,,.,,." OFF-SITE IMPROVEMENT PLAN
PUBLIC IMPROVEMENT PLANS FOR
THE CONSTRUCTION OF 1530-1540 SCALE: 1 ••10' HORIZ
1"- 4' VERT
2933 BINJ.utIN COURr
SAN JOSE, CALJ.l'ORNIA 951.U
(408) 376-05?0
JACOB SAfbfAN CJWI, INCINIIR
POMEROY AVENUE
SANTA CLARA CALIFORNIA
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PUHi. i C W ATER SYST EM NOTE S:
WATER SYSTEM CONSTRUCTION SHALL CQ,'l,:fORM TO THE PROJECT Pu\NS. AND TO TltF.
CITY Of SANTA CU.RA WATER AND SEWER lfflLITIES STANDARD DRAWINGS AND SPECIFICATIONS. COPIES AREAVAILo\BLEON THE CITY'S WEUSITE.
INFORMAT10NON MATERIALS PROl'OSEDTO BE USED IN CONSTRUCTING WATER SYSTF.MFACILITIESSIIALLBESUEI.\IITIEOTOWATtll.ANOSEWERlfflLITIESFO R ~;i:~~1~D APPROVAL PRIOR TOTI IE BEGINS ING OF ANY CONSTRUCTION Of WATER A PRE-CONSTRUCTION ldF.ETING SHALL BE HELD WITH THE CITY WATER /\ND SEWF.R lJTILITIES IN A'TTENDAi-CE Plll()ll TO ANY WORK BEING ALLOWED TO BEGIN ON nrn ~:~~;Af~~~!~~"t~~:&~~~:t :i;~~t~'~t;i:::::~~~~-~o;t:!t lNIMUM OFONF. WOii.KiNG DAY PRJOII. TO Rf.QUIRED INSP[CTlONS
WATER FACILITIES SIIALL DECOSSTRUCTEO AS SJtOWNOS TIU! APPROVED PLANS. ALL CIIANGCS MUST BE Al'PllOVED BYTIIE WATER INSPF.CTOII. PRIOR TO RUNG CONSTRUCTED. A REVIS[D DRAWING MUST BE APPROVED BYTl!I! ENGlNU !R.
ONE FOOT J.UNJJ.IUM VERTICAL CLEARANCE FOR OPEN TRENCH CONSTRUCTION BETWEE.'I WATER AND GRAVITY MAINS UNLESSOTH(RWISE NOT EU ON THE PL.ANS TWO FEET MINIMUJ.I Vt:RTICAL CLEARANCE FOIi. Ol' ENTR.ENCH CONSTRUCTION BETWEE.'J WATER AND RECYCLED WATER MAINS ANO SERVICES AND OTHER FACILITIES UNLESS OTHERWISE NOTED ON THE Pu\NS.
~!~~~~~:~!';t,.~~~N':;'~~:g~~~!~;r~~.!: 1~~R~l~~~f~~G
ANO OTHER FACILITIES UNLESS OTHERWISE NOTCO OS THE Pu\NS . ~c:T~~~!:~~·~~~!~~:~oc~~~~\:'~N~~~D~;~~~~~~~c,.~~'~,it
FlVE FEET MINI\IUM IIOII.JZ01''TALCLEARANCE 81:."T\\.((N WAHR AND STORM MAINS ANO Lo\TERAI.SANDOTIIER GENF.RAL UTILITIF.SOR FACILITIES CONSTRUCTION Of WATER MAJSS AND SERVICES CANNOT B(GIN UNTIL SIT E IS AT SUD GRADE.
CITY OR CITY ASSIGNED CONTRACTOR WILL P(RFORM ALL TAPS TO THE WAT[R MAIN.
CONTRACTOII. IS RESPONSIBLE FOR INSTALLING TIIF. TAl'l'ING SL(F.VE AND VALVE. ANO PREl'ARINO THE SITE FOR CITY OR CITY ASSIGNED CONTRACTOR TO PERFORM THE TAr WATER MAINS SHALL 8F.AWWAC900. C90S OR 14 MINIMUM. STANOARO PRESSURE CLASS 200FO Rl'OLY VINYLOtLORIDE(l'.V. C.)l'RESSUREl'IPE.AWWACISG.cm.c1o-i STANDARD PRESSURE CLASS JSG FOK DUCTILE IRON(Dll')PRESSURE PI PE. OR TYrF. K corrER AS SltOWN ON THE PUNS . RECYCLED w ATER MAISS SHALL CONFORM TO CITY WATER MAIN STAN DAROS WITH THl!Fot.LOWING EXCEPTIONS: RECYCLED WATER P.V.C. ~$~~~ES:!;~; !~~RPLE AND Lo\BELEO RECYCLED WATER. DIP SIIALL llf. ENCASW IN TIIE COSTRACTOR SltALL RESTRAIN ALL PIPEJOl1''TS. FITTJ>;GS ANO DEADEN OS USING MF.CIIANICALL Y Rf..sTRAINF.D OF.VICES IN ACCOROANCI! WITH CITY RF.QUIREMENTS 10 ALLl'UBLICWATllRMA INSANDSERVICESSltALLIIAVEAMINl\tUMOffOU RI NCltESWJ OF SAND Bf.DOING USO(R Pll'F.. ANO 12" Of SANO BEDDING OVER TOPOfl Plr E. SANU SHALL CONFORM TO WATl:R AND SEWER UTILITIES STANDARD DRAWING NUMBER 23 THE REMAINING TRENCII SIIALL BE BACKFILLED ANDCOMPACTCO l'ER CITY Ot' SANTA ~~~le:~~~T:.T~NTOF PURI.IC ll'ORKS STANl>ARDS AND COMPACTl:DTO 9S% 11 C01''1'RACTOR SHALL DISINFECT ANO fLUSlt ALL NEW ANO RJ'.PAIRf:O l'ORTIONSOt ' nm PUBLIC WATER SYSTEM ACCORDING TO WATER AND SEWER UTll. lTl[S s r1:CIFICATIONS. ~~~~i:~iit~~~~A:1 ;~~~ .~~~:tp~~~~~~~R~~.f21~R~iJ.~~~~':1s COST. SU!ISEQUENTTESTS Rl:QUlRED DUE TO fAILf:O INITIAL !IACT[RIOLOOICAL SAMPI.ESS IIALLDEPERFORM EOll Y THllCITYATOEVE LOPER.SEXP ENSll 12 PRESSURE TESTS SltALL Ill! PERFORMED UV THl!C01'"TRACTOR AT 200 PSI fOR A MINl).IUM OF TWO IIOURS
lJ TllECONTRACTOII. IS Rf.SrQNSlllLI ! FOR KE[PINGA S1;7' OF CURRENT. TIIOROUGII. ANO ACCURATE AS-8UI L T ORA WINGS AT TIIE PllOJECT SITE TIIEY SHALL INUUOE CEll,.'TER TOCl::NTDI DIMENSIONS Bt.WE£N ALL FTTTTNGS. VALVES, SERVICES. OEADME.-.. TIE BACKS. CHANGES IN PIPE TYPI:. ETC. ANO SHALL INCLLOI! A DIMENSION Rf.FEkf.NClNG A ~~<;'l~t'.:s~t~~~:: ~:A~~:t~~:';l~~~i~~·RJ!~~~p~::~~ ;~l~ IL~IIE PROJECT \\'ILL NOT IIECONSIO(RLO FOR Acctl'TANCE NOR ANY METERS ALLOWEOTO BE TURNED ON UNTIL THI! AS-BUil T ORA WISGS ARE COMPI.ETED. TURNED IN TO TIIE INSl'ECTOR.VERlflED,ANOACCEl'TEO.
14 ALL WATER USE SltA I.L BE METf.Rl;O EXCEPT FOR USE IN OISINff.CTION AND fLUSltlNG
OFWAT(RMAINS
15 NO WATER VALVES ON TIIE EXISTING SYST£.\I NOR ANY NF.W VALVl!COSNF.CTF.OTO THE EXISTING SYSTEM SIIALL DEOPF..NEDORCLOSEO BY ANYONE EXCEPT AUTIIOIUZED WATER ANO SEll 'F.R UTILITIES PERSONNEL
16 MAl1''TAIN. S.ECUR.£. AND PROTECT ANY EXISTISG WATER SYSTEM FACILITY IN PLACE UNTIL TIii: PROPOSED WATER SYSTEM ISCOMPt.ETEOAND ACTIVATED. 11 :~it-~~~;~~~~~~~Jb ;~,i~_:i-::i.~~~~s~~~iRS ANO VALVES. SHALL DE IS WATER ANO SEWER IITILITIES WILL PUCE A IIOLOO .,.; Tl IE FINAL INSPECTION OS ALL OR PART Of'TIUl DEVl:LOPMLNT UNTIL
~;~~::~~s<;?~~L~;!~~~~~~N~~op;~~v~~~~i ~:/J~E ,UDLJC
D~PARTME/o,'T
• Pt.INCH LIST IT£.\ tS IIAVE DEEN CORRECTED.
• :~~~~~~~;l~~~ ~I~~~ EASBtE1'"TS REQUIRED fOR TIIE PROJECT ARE 19 C01'"TRACTO!t SIIALLSUIIMIT AN ACCURATE SET Of RECORD DRAWINGS IN l'Df ASO AUTOCAO FORMAT TO WATl:R ANllSEWf.R UTlLITIF.S PRIOII TO fl..-AI A<Y'Fl'TAN('f 0 1t,r ,-"""'or-..(Fat••· .. -
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CITY OF SANTA CL.ARA
WATER AND SEWER UTILITIES - STANDARD NO. 1
1" WATER SERVICE
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CITY OF SANTA CLARA
WATER AND SEWER UTILITIES • STANDARD NO. 3
1" WATER SERVI CE WITH RP
CITY OF SANTA CLARA
WATER AND SEWER UTILITIES - STANDARD NO. 19
GATE VALVE INSTALLA TION
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SS
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31 1312119
2520191815
1515
26 26
25 24
25 24
2020
1818
1313
34 EXISTING
USE OF CONDUIT
EXISTING
(ABOVE NOTATION TYPICAL)
NUMBER OF CONDUITS
SIZE OF CONDUIT
E4P5
ES5
ES/L2
EU/E4
4P5
S5
S/L2
U/E4
PB-ID#
PL
UGEE
SHEET 34
COUPLINGS ANYWHERE ON THIS JOB. ONLY USE
CONDUITS/TRENCH INSTALL PER NOTE
ELECTRICAL EASEMENT
PROPERTY LINE
S/L FD STREET LIGHT FOUNDATION
U/E UTILITY ELECTRIC
S/L OR ST. LT. STREET LIGHT
S OR SEC SECONDARY
P OR PRI PRIMARY
SIZE PER NOTE
SIZE PER NOTE
MISC SPLICE BOX
PB
S/L FD STREET LIGHT FOUNDATION AND ELECTROLIER
GUARD PIPE PER NOTE
PRIMARY PULLBOX PER NOTE
LABEL "PB-ID#" (USE ID# SHOWN
AS NOTED ON PLAN
LV, U/E OR S/L
FOR TYPICAL TRENCH SECTION SEE UG-1000 REV.5
BENDS WHERE CALLED FOR BY CONSTRUCTION NOTE.
NOTE! DO NOT USE FLEX CONDUIT, OR DEGREE
NEW/INSTALL
MH-ID#
V-ID#
ARROW
TRANSFORMER LOCATING
CONCRETE
APRON
UG-1000, REVISION 5.
SEE THE CORRESPONDING PAGE NUMBER IN
FOR DETAILS OF ALL BALLOON NOTE NUMBERS
ON PLAN)
ON PLAN)
MH
V
REV. 5
UG-1000
STANDARD, REVISION 5.
UNDERGROUND ENGINEERING
SILICON VALLEY POWER
TRANSFORMER PAD PER NOTE
PRIMARY SWITCH VAULT PER NOTE
PRIMARY MANHOLE PER NOTE
LABEL "MH-ID#" (USE ID# SHOWN
LABEL "V-ID#" (USE ID# SHOWN
ON PLAN)
38 32
37 33 34
38 UNDERGROUND
38 23
RISER
PP
EXISTING
ON PLAN. RISER PER NOTE
PP POWER POLE & RISER AS REQUIRED BY CITY
NEW PP
23 RISER
8'-6"
F/C TO
TRENCH CENTERLINE
10'-0"
U.G.E.E.
REQUIRED
17'-0"
9'-0"
1/24
1/30/24
PR!\ \TE DRI\E
MAIN DETAIL
SCALC:1·-20•
CONSTRUCnON NOTES
0 CAP 4P5, S5, U/F4 ANO 5/t.2 CONDUITS AT ENO OF PRO.ECT F'OR FIJTUM 51.9 US£. 0 :~: ~=~:: :: : ~= }~~~~)~~~.
Q) = :5:;rC::J:::UtT~J(:;;;,~~;'/1;,:C;; :-.;. ~'R.5;~~~s:
5Mfir' IS/t.2 CONDUIT AROUND (N) MH-17J2 USING 2• X 4.5" X 3'R Pl'C BENO£ 0 INSTALL 2-.5• X 90· X .5'R {SECONDARY) P\IC BENDS:
© ~i ~ZC:~ff"~ ~:A~:r-t! ~~ USING 2-.5" X 90" X .5'R {PRNIARY) P\IC BENO£ CONNECT 15.5 ro £15.5 CAPPED CONDUITS AT UP OF GUTTER USING .5• X 90" X .5'R (S£CONDARY) P\IC BENO£ COOROINATC" 111'17-f S~ SERWCE COORDINATOR; RANDY KENT
© ':!':!r:°.~ ~ s:;g ::t~~1ION.
D!VfiOPER 1V CONF/RN SIZE. OIJANTITY ANO ROUTING OF S£R"1CE CONDUITS IW17-f CSC BUILDING INSPECTOR PRIOR 1V INSTALLATION.
T't1'fCAL F'OR EACH UNIT UNO£RGROIJNO S£RMC£.
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GENERAL NOTES:
ALL CONDmONS ON THIS DRAWING MUST BE MET PRIOR TO PERMANENT ELECTRICAL SERVICE. ..L_ - INDICATES NOTE IS REQUIRED FOR THIS JOB.
..L_ SEIMCE lol:ll...TAGE SHALL BE 120/206 V, _!_ • _L_ WIRE. ..L_ AVAILABL.ESHORTCIRCUITATTHESERVlCETERl,HNATIONPOINTOFEACHSERVICEIS l0,000
AMPS SYMMETRICAL
X METER ENCLOSURES SHAU. MEET METER CABINET ENCLOSURE CLEARANCES PER CITY OF SANTA Cl.ARA ELECTRIC OEPARTMENT DRAWING G7, REVISION 2 . ..L_ ELECTRIC METERS ANO MAIN SERVICE DISCONNECTS SHAU. BE LOCATED OUTSIOE Of BUILDING OR IN AUTILITY ROOM DIRECTLY~ESSIBLE FROM THE OUTSIDE. THE CITY SHAU.HAVE IMMEDIATEANOUNHINOERED~ESSTOTHISEQUIPMENTATALLTIMESWITHOUTNOTICE. ..L
..L
..L
..L
=~~~6~~D s:i-SUBMIT SWITCHBOARD DRAWINGS FOR REVIEW, IN TRIPLICATE, SILICON VALLEY POWER, 1705 w.RTIN I..V, SANTA Cl.ARA. CA 95050 - ATTN: METER SHOP . ~RI: ~~/~~l~N~~~CISE LOCATION OF ALL UNDERGROUND
PROVIDE 1-2" CONOUIT FROM UTILITY METER COMPARTMENT TO MPOE PHONE 8()1.RO.
COORDINATE WITH SVP METER SHOP AT (408) 615-5626.
ELECTRICAi... PERMITS FOR SERVICE ENTRANCE ANO OTHER PRIVATE ELECTRICAi. WORK SHAU. BE
OBTAINED FROM THE CITY PERMIT CENTER PRIOR TO START OF WORK OR PROVIDE LETTER FROM INSPECTINGAUTHORITYTOCITY INDICATINGELECTRICAL INSPECTIONISCOMPLETE .
ELECTRIC EASEMENTS ME REQUIRED ANO MUST BE SIGNED PRIOR TO CONNECTING PERMANENT SERVICE. DOCUMENTS TO FOLLOW. NO TREES MAY BE Pl.ANlED IN UG EASEMENT AREAS DEVELOPER SHAU. FURNISH AND INSTALL ALL MATERIAL ON-SITE ANO OFT-SITE IN ACCORDANCE WITH THIS ORA'MNG ANO SILICON VAl..l.E'I' POWER STANllllRD U.G. 1000, REVISION 5.1.
PROVIDE REDWOOD HEADERS OR CONfORM I.NIIOSC-APE MOUNDS TO AVOID COVERING ELECTRICAL PUUBOXES AND VAULTS. TREES SHAU. BE A MINIMUM Of 5'-0 " FROM CENTER LINE Of TRENCH.
SEE U.G. 1 000, REVISION !I, 1 , SHEETS J & 4 FOR WORK REOOIRCMENTS. LABEL PHASE AND NEUTRAL ON SERVICE ENTRANCE CONDUCTORS. FOR MULTI-BLOG. SITE, IDENTIFY AS TO Bl.OG. SERVED.
SILICON VALLEY POWER ELECTRIC CREWS WIU MAKE ALL CONNECTIONS TO UTILITY sYSTEM.
SEEUG-1DOO , REV1SION5.1.SHEET9FORUTILITYINSPECTIONS . CM.l.(408)615-5600 .
FOR ALL WORK IN THE PUBLIC RIGHT-OF-WAY. OBTAIN REQUIRED STREET OPENING PERMIT FROM THE CITY PERMIT CENTER. TREES SHALL BE A MINIMUM OF 5' FROM CENTERLINE OF TRENCH.
PRIOR TO ANY EXCAVATION, CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 .
COORDINATE WORK WfTH LINE WJNlENo+.NCE ANO CONSTRUCTION DMSION AT (408) 615-5600 , 0 i--------,-----------{;2 3
""'"' 111!:1.m
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L _.c--~-~_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_----£--<E;~~:;:=================1
DEVELOPER'S WORK
IN ORDER TO CONSTT?UCT WORK SHOWN ON TI-IIS ORA WING
YOU MUST HAL£ A VALID BUILDING PERMIT AND START
CONSTT?UCTION WITHIN 6 MONTHS OF OA1F OF APPROVAL OF
TI-IIS DRAWING. F'OR AN EXTENSION OF TIME PLEAS£
CONTACT SW AT {408} 615-6610.
1/25/2' REM(7.'El)SlREEllJCHTBOJ(ANDFOUND,lillOl'I.
DESIGNED BY: PCS 1
NEW TOWNHOMES
1540 POMEROY A'lf.