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HomeMy WebLinkAbout12/5/1994 PC Agenda PLANNING COMMISSION Regular Meeting - Dublin Civic Center Monday - 7:30 p.m. 100 Civic Plaza, Council Chambers December 5, 1994 1. CALL TO ORDER 2. ROLL CALL 3. PLEDGE OF ALLEGIANCE TO THE FLAG 4. ADDITIONS OR REVISIONS TO THE AGENDA 5. MINUTES OF PREVIOUS MEETINGS - November 7, 1994 6. ORAL COMMUNICATION — At this time, members of the audience are permitted to address the Planning Commission on any item(s) of interest to the public; however, no ACTION or DISCUSSION shall take place on any item which is NOT on the Planning Commission Agenda. The Commission may respond briefly to statements made or questions posed, or may request Staff to report back at a future meeting concerning the matter. Furthermore, a member of the Planning Commission may direct Staff to place a matter of business on a future agenda. Any person may arrange with the Planning Director (no later than 11:00 a.m., on the Tuesday preceding a regular meeting) to have an item of concern placed on the agenda for the next regular meeting. 7. WRITTEN COMMUNICATIONS 8. PUBLIC HEARINGS 8.1 PA 94-031 Valley Christian Center Conditional Use Permit and Site Development Review approval request for an elementary school in a 49,651 square foot building located in the northwest corner of the site at 10800 Dublin Boulevard. 9. NEW OR UNFINISHED BUSINESS 10. OTHER BUSINESS (Commission/Staff Informational Only Reports) 11. ADJOURNMENT (Over for Procedures Summary) CITY OF DUBLIN PLANNING COMMISSION AGENDA STATEMENT/STAFF REPORT Meeting Date: December 5, 1994 TO: Planning Commission FROM: Planning Staff jT PREPARED BY: T-Dennis Carrington, Senior Planner SUBJECT: PA 94-031 Valley Christian Center Elementary School Conditional Use Permit and Site Development Review GENERAL INFORMATION: PROJECT: Conditional Use Permit and Site Development Review request to allow an elementary school occupying a 49, 651 square foot permanent multi-purpose building and accommodating approximately 500 students and 40 teachers and staff APPLICANT /PROPERTY OWNER: Valley Christian Center c/o Roger A. Mahaney 10800 Dublin Boulevard Dublin, CA 94568 LOCATION: 10800 Dublin Boulevard Dublin, CA 94568 ASSESSOR PARCEL: 941-22-2-4 GENERAL PLAN DESIGNATION: Public/Semi-Public Facility EXISTING ZONING AND LAND USE: Agricultural District SURROUNDING LAND USE AND ZONING: North: Hansen Hill development, PD 89-062 ; R-1, Single Family Residence District underlying zoning South: Caltrans Right-of-way, Unclassified District East: Single Family Residential; 4AGE_LpF4 COPIES TO: AGENDA/GENERAL FILE APPLICANTS ITEM NO. PROPERTY OWNERS R-1-B-E Single Family Residence District West: Donlon Canyon development, PD 89- 125; R-1, Single Family Residence District underlying zoning ZONING HISTORY: C-3220, Master Permit for the operation of a school and related school and support facilities in an "A", Agricultural District was approved by the Alameda County Zoning Administrator on January 25, 1978. PA 82-001, Conditional Use Permit to modify landscaping requirements of C-3220 to allow phased installation of landscaping over a 16-month period. PA 82-011, Conditional Use Permit to allow two temporary construction trailers was approved on November 23, 1982. PA 82-015, Conditional Use Permit to allow a private wind generator was approved on November 30, 1982. PA 83-024, Site Development Review to allow Phase 2 Classrooms and related parking areas was approved on July 18, 1983. PA 83-071, Site Development Review to allow a second parking lot, a sports field; relocation of the Family Center Building, Sports Field, Administration Building and Maintenance Building; and realignment of parking areas was approved on March 5, 1984. PA 84-041, Conditional Use Permit request for approval of minor modifications to the approved location of the Administration Building, moving the structure to an area south of the existing pre- school/classroom access road was denied by the City Council on November 26, 1984. PA 86-022, Site Development Review request to allow expansion of church school facility was approved on August 1, 1986. PA 86-034, Conditional Use Permit and Site Development Review to allow a 2,850 square foot/196 seat expansion of the existing sanctuary building was approved July 21, 1986. PA 87-170, Site Development Review to construct a 31,766 square foot Family Center consisting of a multi-purpose gymnasium, locker rooms and class rooms was approved on March 7, 1988. APPLICABLE REGULATIONS: Section 8-25.3(1) of the Zoning Ordinance allows public utility uses by Conditional Use Permit. A private elementary school which is • open to all members of the public for the purpose of education is considered to be a public utility use. Section 8-94.0 of the Zoning Ordinance states that conditional uses must be analyzed to determine: 1) whether or not the use is required by the public need; 2) whether or not the use will be properly related to other land uses, transportation and service facilities in the vicinity; 3) whether or not the use will materially affect the health or safety of persons residing or working in the vicinity; and 4) whether or not the use will be contrary to the specific intent clauses or performance standards established for the district in which it is located. Section 8-95.0 states that Site Development Review is a discretionary review process intended to promote orderly, attractive and harmonious site and structural development compatible with surrounding properties and neighborhoods; to resolve major project related issues including, but not limited to, building location, architectural and landscape design and theme, vehicular and pedestrian access and on-site circulation, parking and traffic impacts; to ensure compliance with development standards and general requirements established for Zoning and Planned Development Districts, including, but not limited to, setbacks, heights, parking, fences, accessory structures and signage; to stabilize property values; and to promote the general welfare. ENVIRONMENTAL REVIEW: A Negative Declaration has been prepared pursuant to the California Environmental Quality Act (CEQA), State CEQA Guidelines and the City of Dublin Environmental Guidelines. The project, as proposed, will not have a significant effect on the environment. NOTIFICATION: Public Notice of the December 5, 1994 hearing was published in the local newspaper, mailed to adjacent property owners, and posted in public buildings. ANALYSIS: The Applicant is requesting a Conditional Use Permit and Site Development Review for an elementary school which would occupy a permanent 49,651 square foot multi-purpose building. Approximately 500 students and 40 teachers and staff will occupy the structure. The elementary school will occupy a portion of the Northwest corner of the site. This facility is well-designed and sensitively sited. Conditions of approval of the Site Development Review ensure that the facility will conform to the Site Development Review guidelines of the City of Dublin. A survey of the site for potential sensitive plant species, sensitive wildlife habitat and significant wildlife corridors prepared by Sycamore Associates indicated that no sensitive plant species or wildlife or significant wildlife corridors exist on the site. PAGE 3 OF 7(i The proposed project, as conditioned, is in compliance with the Dublin Zoning Ordinance and General Plan. The project is also consistent and compatible with the surrounding approved developments and residential areas due to the size of the property and the School's isolation from surrounding uses. SITE DEVELOPMENT REVIEW The proposed elementary school consists of the construction of a 49,651 square foot building and associated parking areas on the Valley Christian Center site. The site is a moderately sloped grassy area to the north of the existing church facility. The structure is an attractive two-story steel-framed building with a light-colored stucco exterior, wood trim and a tile roof. A site profile indicating impacts to views was prepared for the project which indicates that the elementary school will not impair views from the City or from scenic corridors. Sufficient parking (91 new spaces) is proposed to serve the proposed school and the existing facility. The proposed 40 staff and teachers will be easily accommodated by the 91 new parking spaces. The Applicant has committed to voluntarily pay a Traffic Impact Fee of $60,159 which mitigates all impacts of the project to Transportation and Circulation in the City of Dublin (Attachment 4) . CONDITIONAL USE PERMIT The Valley Christian Center is expanding a school facility originally approved by the County of Alameda in 1978. Section 8- 25e3(1) of the Zoning Ordinance allows public utility uses by Conditional Use Permit. As stated above, a private elementary school which is open to all members of the public for the purpose of education is considered to be a public utility use. The use is compatible with the planned developments to the north and west and with the single family residential areas to the east due to the low intensity of the use, its distance from surrounding development and the sensitive design of the structure. The project was reviewed by staff from the Dublin San Ramon Services District, the Dougherty Regional Fire Authority, the Dublin Police Services and the City Departments of Public Works and Planning. Conditions of approval required by these agencies are included in the Resolution of Approval of the Conditional Use Permit, RECOMMENDATIONS: FORMAT: 1) Open public hearing and hear Staff presentation. 2) Take testimony from the Applicant and the Public. 3) Question Staff, the Applicant and the Public. 4) Close public hearing and deliberate. / 4 Rfl _� 0' (w,J_. 5) Adopt Draft Resolutions approving PA 94-031 Negative Declaration (Exhibit B), the Conditional Use Permit (Exhibit C), and the Site Development Review (Exhibit D) or give Staff and Applicant direction and continue the matter. ACTION: Staff recommends that the Planning Commission adopt Draft Resolutions approving the Negative Declaration (Exhibit B), the Conditional Use Permit (Exhibit C) and the Site Development Review (Exhibit D) for PA 94-031 Valley Christian Center Elementary School. ATTACHMENTS: Exhibit A: Project Plans Exhibit B: Draft Resolution of Approval of the Negative Declaration Exhibit C: Draft Resolution of Approval of the Conditional Use Permit Exhibit D: Draft Resolution of Approval of the Site Development Review Background Attachments: Attachment 1: Location Map Attachment 2: Applicant's written statement Attachment 3: Applicant's letter agreeing to a contribution of a Traffic Impact Fee of $60,159 Attachment 4: Letter from TJKM regarding Traffic Impact Fee Attachment 5: City of Dublin "Typical Public Works Conditions of Approval for Commercial/Industrial Site Development Review or Conditional Use Permit Development" Attachment 6: Standard Plant Material, Irrigation and Maintenance Agreement. Attachment 7: Water-Efficient Landscaping Ordinance Attachment 8: City of Dublin Non-Residential Security Requirements /AG9431SR 5 PAGE OF 7 ' c...3 rr,Y.s) z -c)-4p.m 5 .:. rn z —<Z , :,.,,,.......:..,.,..,.-.._••..".., -.-„ -,,, \.\._ _\, , _,., . - [vt VAL L P C - H ST A \ E D .Y (r \ PV F- A P SCI I,, f�\ ! (s SCAM I•'.IOO' ` ▪• � 10.....:,,,,,....... ... . ,,..iir ,\• clip 10800 DUBLIN BOULEVARD, DUBLIN, CALIFORNIA _ ...,., 4� ' /.^.."��.�. , \, LOT COVERAGE FLOOR AREA SUMMARY S/.;r ,Y , •, lUlAl WI w111n 1s 2.199.2Y2 S0 ir.OR 60.B wCREf EAISIYEA O0000 0 `%'( OAR WOW. E4,41060 it. J\ } ell 1' , Ir OM(BUNGING 10.118 SD{l. Z .��a •/ ' , `,� ,�` BUILDINGS 49,009 SO.FT. 1.1 ACHES 2% Ct OAR WILDING -'' � _' ' RANKING )9].118 SO.FT, 6.1 ACRES 13% I51 MOON 016 SO.fT. _ LANDSCAPING 6 PI.AYFIFIOS 210091 SO.FT. 6,ACRES 10% xNo IIOOfl .,,>0 6D.f t, _�� -or . •,` `'. L lUlwl 9.10 50 FT. `T- / �,:.m•M"'• OPEN SPACE 82I.I605O.i1. ]).x ACRES )S% SVCAMURE OUILDING 1 r_-1_'__ i • �,'� 1st 000x 19.95,SO FT I ' 11.110011 12300 SO FT ,_ NIUPOSLY 101AL ]2.92160 FT. �n\ • , a 1ouL xis..9unaNc f6]IS SD.n 1\1J l f• IxRI uulGs o.641 fo.rc a*cons ]% F J 1 Tl •'' EY , 1AIIDni 03.16130 13 1 1 ACRES ]% PIIOP Is(rD.E{r0.1�111v yL'110ul WOO .L� , {1 . R:•PI AYIOI D9 11],9W W II. .]ACKS 6% 1STNUUx }f.\11{O FT. (:,: in,. �L.\_ `R7_+E ]IRnroux }o.Iwaon ]• �.M Nuss . MI At rnorosw MOLDINGS 19.esl so.rr• 9000 SO FT, 1•ACRES a% LV 71]11E BUILDINGS 3061109 SO.f 1. 62 ACIDS 10% [Xl[NSmN TO OIUAll 0LR1 U1N0 1\ LAWlcu»w A 1.1.0IRO IC. SO,n)f0.if. 101 Ault 6 Ie% lil flODR InNM•IFu1 ,.600 SG Fr. _ 1 1 OPEN SPACE I.f91.E11 f0.11. ]O.I A[NIS 6)% ]NU EI DOR Ila1w1•IEUI 1.600 SO Fr �� �•• ` 1 1 FU1UxE CLASSROOM 110.10.O,I f.1oo w.FT •"" I Fu TUTAL 11 rLooxl 9.00D to.Fr. q 1.1 SANC1.10 BOLDING PARKING SUMMARY 151110.101%1.101 24.000 SO FT, 1c; / 2NU FLOOR If510.1(DI e,000 SO F1, _ �iitl[ ' / ' E%ISTING PARKING 16,SfACI■ TOTAL IE6NMATFDI 2L000 SOS!. TLL, 1 PROPOSED 01At 4 SPACES • `A\\1111C(\ r SUB 1U1A1 6.6 SPACES IOIAI FUIIME BOLDING 40.100 SO FY. 1`), 7UIUNE PARKING P.A.I 161 SPACES PROPOSED SSAI'NO ).t00 SEATS '•'' pull NASe Ti J96 SPACES N p111� .101ul l 200 SPACES 0 Sill 641 SPACES BUILDING USE SUMMARY PARR INC AREA SITE PLAIT SEE STIFF A-2 PA.ANO Rl0u1RLM6NIS O(/) EA151UIG UI0l79W5 OUNY 1.570.Ifxil S•NCIUANv....,0 100 St Ali 1,000 SO.fl. /Y I a'1015lIxi SANCTUARY )0p SEA.{ )00 V 6WNAY 70 074OLIL IAU1Rli M%1 _E,0 GYMNA Slum .,.....A. 69]51AT5 0.960 SO-iT. Q 101AL ATfACIE SERvIt! B 0•..210 SPACES MOORED pppp1111������ iILLS1UE IRIUrA w.m.w. ISO SEATS },]065O FT (.) • l�/ SUNYAYii0I UK PHASE III CLASSROOMS lASOs I.NR 1rYRM Z J Fu I t SANf.1LIAxY AnW f10N 1200 IAr I C 000,S1f 18.10)SD.TT. SUIIDAY SCE1UOl IAWLTS 2011 _210 NU11sEnv�1'1 )09 SO.FT. Q El 101AL AT EACII S[RYICE 1440•..300 SPACES R(OU,11ED CLASSY {,09)tU.it. f)IIINSINS RFSIN00KES 6 MISCEIIANf0U5 14.6.2 s0.TT. SUNUT BWAI WILD 0011 101AL FLOUR AREA 60,315 SO_f3 C. FL/TURF SANCTUARY 2500 1!� ,._0IyL._. SUrx1Av SCNOOI LAUGHS 25%1 _.62E P80tO5LY WHAMS V)Z Y 01w1 AT FACN Sf nvICE 3125...)01SPACES REOUIn(D L MIME. WLLB UAY IE51S 1111G1 Clw55R.NIMS ]]Cl♦SEES 5S.400 SO.II. _}O LCN001S MU111'r,uLM...•'., )w SEATS 6..Ox SU.II. U D-U. 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R- / ._\ 40�OI 0� • a ,O ;1.1('-• `6%/1 n,.,, . r-r. exN. Terre ' '114 r ••--G 1 �j•t 4 •.,,,„11,1.._ o ---.,:s -11�` k•"I�gj›.I. - ,�Ilf��►1 L fir" IvA Jzs Imo- �{ �,�ri i!r II 'dISiSM^7 . V �a 1�1•` ► I ►ni_ +-A�,on j ,vor* M•. � IarwFll `exl<T►uit.•+w+r.�-I 1 4 .• �� 1/���i1',i•�i E r"4111- `) PRELIMINARY LANDSCAPE PLAN m• sa / ^ �A {¢� �;. I. ily1��j� g > VALLEY CHRISTIAN CENTER ILA 4101.410 �,, ``� '�1�I'�-`OS�V `�C{{I�1 I�IIII��I I�aG g J-- - ; 0 DUSLw.CA. " �e�1 __1��FFF'> 0V-Pg 1 1.21e.4.1 1{fe t IIJJ 4l :Z� 1 Y�.D 11 ZD._Q. 1i• -u'`� • y 9/15/94 SHEET OF 2 ' ��" �► " 1 , -iA INr1'1.fr re r. RON WELLANDER•R LOUTS DE VA4l ' 7 2LE 2►ma_ l5':s1• _ "-- L-2 • PNnNnodnvo•�\ I 1 • SldWVO 100HOS AHVINI .1 F/ v IP • '. \ • ! I i S1O0HOS NVIlSk /�.' ,IHO A3l1VA �1111 ill T \`�• ''-...... - - — _ ' — — — \`� �/i Ri ... ......'.:T.\..........„............„............................,,: ..i.t/ \\ // 3 4. -\. minalglilL--.,_ . ( (/' ... 7 111161.-110 r— •-,.:— \-,..s ry .„_,.. .„. ..._________Lz7/. --Z.--____:,—::_=-1--- i. N\ \N.% i T1\\ .‘, '-^:--___/--___ -------------7-7>I„ ••, \ ----. . ;t t. / - . 1-.) J. 41 .•••••,), i ‘ •\-. __••••••-• \„, \ �1� 4 \ \‘ .'B \ \f . I • I\'`. C\ '\ •I. I \`�'`a\ 1 • \ 1 . \L I\h\ \ �r } I , 1i +J \ • 1 1 1 -,,\_, r I, 1 11 1 I i' 1 I , 1 I 1 I I \ i I \ 1 `i 1� h ' g •Y i \ 11 . .... . ,,j ! 1 • •11,1 n r ; 1 +ti • p I I .. \ % I \ \ 1 i , ; : . \ _ a , rjy,,,,,. t (� co 1 d I f 'j ' RECEIVED 1 c I / . , i's, ;-1_ . - ---P-;-A B- Zj=-.' Rq2`-) Cr. 1 P 1994 i M►P LANNIN • RESOLUTION NO. 94 - A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN ADOPTING A NEGATIVE DECLARATION OF ENVIRONMENTAL SIGNIFICANCE FOR PA 94-031 VALLEY CHRISTIAN CENTER ELEMENTARY SCHOOL CONDITIONAL USE PERMIT AND SITE DEVELOPMENT REVIEW AT 10800 DUBLIN BOULEVARD WHEREAS, Roger A. Mahney), representative for the Valley Christian Center, submitted an-application requesting approval of a Conditional Use Permit for the operation of an elementary school occupying a permanent 49,651 square foot multi-use building serving approximately 500 students and 40 teachers and staff; and WHEREAS, the California Environmental Quality Act (CEQA) , State CEQA guidelines and City Environmental Guidelines require that certain projects be reviewed for environmental impacts and that environmental documents be prepared; and WHEREAS, the application has been reviewed in accordance with the provisions of the California Environmental Quality Act (CEQA) and a Negative Declaration has been prepared for this project as it will not have a significant effect on the environment; and WHEREAS, the Planning Commission did hold a public hearing on said application on December 5, 1994; did review and eider the Negative Declaration; and did adopt Resolutpl ,No. 94- adopting the Negative Declaration, Resolution No. 94- approving PA 94-031 Valley Christian r Elementary School Conditional Use Permit, and Resolution No. 94 approving PA 94-031 Valley Christian Center Elementary School Development Review; and WHEREAS, public notice of Negative Declaration was given in all respects as required by law. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Dublin does hereby find: 1. That the project will not have a significant effect on the environment; and 2. That the Negative Declaration has been prepared and processed in accordance with State and local laws and guideline regulation; and 3. That the Negative Declaration is complete and adequate. EXHIBIT BE IT FURTHER RESOLVED THAT THE Dublin Planning Commission does hereby adopt the Negative Declaration for PA 94-031 Valley Christian Center Elementary School. PASSED, APPROVED AND ADOPTED this 5th day of December, 1994. AYES: (r NOES: ABSENT: Planning Commission Chairperson ATTEST: Planning Director /AG9431ND RESOLUTION NO. 94 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN APPROVING PA 94-031 VALLEY CHRISTIAN CENTER ELEMENTARY SCHOOL CONDITIONAL USE PERMIT AT 10800 DUBLIN BOULEVARD WHEREAS, Roger A. Mahaney, representing the Valley Christian Center, submitted an application requesting approval of a Conditional Use Permit for the operation of an elementary school occupying a permanent 49,651 square foot multi-use building serving approximately 500 students and 40 teachers and staff; and WHEREAS, the Planning Commission did hold a public hearing on said application on December 5, 1994; and WHEREAS, proper notice of said public hearing was given in all respects as required by law; and WHEREAS, the application has been reviewed in accordance with the provisions of the California Environmental Quality Act (CEQA) and a Negative Declar�ldtion has been adopted (Planning Commission Resolution No. 94- This project will not have a significant effect on the enviro ent; and WHEREAS, the Staff Report was submitted recommending that the application be conditionally approved; and WHEREAS, the Planning Commission did hear and consider all said reports, recommendations and testimony hereinabove set forth. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Dublin does hereby find: A. The operation of the elementary school will serve a public need by providing, in part, for the education of elementary school-age children in the City of Dublin. B. The use will be properly related to other land uses and transportation and service facilities in the vicinity, as the proposed use will be compatible with the type and nature of operations typically found in the neighborhood. C. The use, under all circumstances and conditions of this particular case, will not materially adversely affect the health or safety of persons residing or working in the vicinity, or be materially detrimental to the public welfare or injurious to property or improvements in the neighborhood, as all applicable regulations will be met. EXHIBIT C D. The use will not be contrary to the specific intent clauses or performance standards established for the district in which it is to be located. E. The project is consistent with the policies contained in the City's General Plan. BE IT FURTHER RESOLVED THAT THE Dublin Planning Commission does hereby conditionally approve PA 94-031, Valley Christian Center Elementary School Conditional Use Permit application, as generally depicted by materials labeled Exhibit A, stamped approved and on file with the Dublin Planning Department, subject to the following conditions: CONDITIONS OF APPROVAL: Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of building permits or establishment of use, and shall be subject to Planning Department review and approval. The following codes represent those departments/agencies responsible for monitoring compliance of the conditions of approval. [PL1 Planning, fB1 Building, fP01 Police, fPW] Public Works, fADM1 Administration/City Attorney, [FIN1 Finance, [F1 Dougherty Regional Fire Authority, IDSR] Dublin San Ramon Services District, fCO] Alameda County Department of Environmental Health. GENERAL 1. This Conditional Use Permit approval for PA 94-031 is to allow the operation of a private Elementary School at 108002 Dublin Boulevard in an Agricultural District. This approval shall generally conform to the plans prepared by Robert La Perle consisting of twelve (12) sheets stamped approved, labeled Exhibit A. These sheets consist of an Overall Site Plan, Elementary School Site Plan, Parking Area Site Plan, Floor Plan, Elevations, Site Profile and Landscaping Plans dated received by the Planning Department September 27, 1994 except as modified by conditions of this resolution. [PL] SECURITY 2. As required by the Dublin Department of Police Services, all security hardware for the new structure must comply with the City of Dublin Non-Residential Security Requirements (Attachment 8) . [B, PO] 3. The Applicant shall work with the Dublin Department of Police Services prior to submittal of building plans and on an ongoing basis to establish an effective theft prevention and security program. [PO] 4. Prior to issuance of building permits, the Applicant shall provide written documentation to the Planning Department that all 2 Of.1Q Dublin Police Services requirements have been, or will be, met. [PO, PL] DEBRIS/DUST/CONSTRUCTION ACTIVITY 5. Measures shall be taken to contain all trash, construction debris, and materials on-site until disposal off-site can be arranged. The Applicant shall be responsible for corrective measures at no expense to the City of Dublin. [B, PW] 6. Areas undergoing grading, and all other construction activities, shall be watered, or other dust palliative measures used, to prevent dust, as conditions warrant. [B, PW] 7. The use of any temporary construction fencing shall be subject to the review and approval of the Director of the Department of Public Works and the Building Official. [PW, B, PL] 8. Trash receptacles shall be located as agreed upon with the Livermore Dublin Disposal Company. Written confirmation of this shall be sent to the Director of Planning by the Applicant prior to the issuance of building permits. [P1] 9. This permit shall be revocable for cause in accordance with Section 8-90.3 of the Dublin Zoning Ordinance. Any violation of the terms or conditions of this permit shall be subject to citation. [PL] PASSED, APPROVED AND ADOPTED this 5th day of December, 1994. AYES: NOES: ABSENT: Planning Commission Chairperson ATTEST: Planning Director /AG9431CU RESOLUTION NO. 94 \J A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN APPROVING PA 94-031 VALLEY CHRISTIAN CENTER ELEMENTARY SCHOOL SITE DEVELOPMENT REVIEW AT 10800 DUBLIN BOULEVARD WHEREAS, Roger A. Mahaney, representing the Valley Christian Center, submitted an application requesting approval of a Site Development Review for the operation of an elementary school occupying a permanent 49,651 square foot multi-use building serving approximately 500 students and 40 teachers and staff; and WHEREAS, the Planning Commission did hold a public hearing on said application on December 5, 1994; and WHEREAS, proper notice of said public hearing was given in all respects as required by law; and WHEREAS, the application has been reviewed in accordance with the provisions of the California Environmental Quality Act (CEQA) and a Negative Declaration has been adopted (Planning Commission Resolution No. 94 ). This project will not have a significant effect on the envi o ent; and WHEREAS, the Staff Report was submitted recommending that the application be conditionally approved; and WHEREAS, the Planning Commission did hear and consider all said reports, recommendations and testimony hereinabove set forth. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Dublin does hereby find that: A. The approval of this application is consistent with the intent/purpose of Section 8-95.0 SITE DEVELOPMENT REVIEW. B. The approval of this application, as conditioned, complies with the General Plan and with District Regulations and the general requirements established in the Zoning Ordinance. C. The approval of this application, as conditioned, is in the best interests of the public health, safety and general welfare. D. The proposed site development, including site layout, vehicular access, circulation and parking, setbacks, height, walls, public safety and similar elements have been designed to provide a desirable environment for the development. EXHIBIT D E. Architectural consideration, including the character, scale and quality of the design, the architectural relationship with the site and other buildings, building materials and colors, screening of exterior appurtenances, exterior lighting and similar elements have been incorporated into the project in order to insure compatibility of this development with the development's design concept or theme and the character of adjacent buildings and uses. F. Landscape considerations, including the locations, type, size, color, texture and coverage of plant materials, provisions and similar elements have been considered to insure visual relief and an attractive environment for the public. G. The approval of this Site Development Review will be consistent with the policies set forth within the Dublin General Plan. BE IT FURTHER RESOLVED THAT THE Dublin Planning Commission does hereby conditionally approve PA 94-031, Valley Christian Center Elementary School Site Development Review application, as generally depicted by materials labeled Exhibit A, stamped approved and on file with the Dublin Planning Department, subject to the following conditions: CONDITIONS OF APPROVAL: Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of building permits or establishment of use, and shall be subject to Planning Department review and approval. The following codes represent those departments/agencies responsible for monitoring compliance of the conditions of approval. [PL1 Planning, fB1 Building, fP01 Police, fPW] Public Works, [ADM] Administration/City Attorney, [FIN1 Finance, fF1 Dougherty Regional Fire Authority, [DSR1 Dublin San Ramon Services District, fC0] Alameda County Department of Environmental Health. GENERAL 1. This Site Development Review approval for PA 94-031 is to allow the construction of a private Elementary School at 10800 Dublin Boulevard in an Agricultural District. This approval shall generally conform to the plans prepared by Robert La Perle consisting of twelve (12) stamped approved, labeled Exhibit A. These sheets consist of an Overall Site Plan, Elementary School Site Plan, Parking Area Site Plan, Floor Plan, Elevations, Site Profile and Landscaping Plans dated received by the Planning Department September 27, 1994 except as modified by conditions of this resolution. [PL] 2. The Applicant shall comply with all applicable city of Dublin Site Development Review Standard Conditions ^"-REaffilta" Y (Attachment ?. [PL] 3. All signs shall be subject to the requirements of the Sign Regulations within the Zoning Ordinance. PUBLIC WORKS 4. Dedication of land for the proposed future widening of Dublin Boulevard is required as specified in the Traffic Study dated July, 1994. [PW] 5. Sight distances shall be provided as required in the Traffic Study dated July 1994. [PW] 6. A streetlight shall be provided to the satisfaction of the Director of the Department of Public Works at the intersection of Dublin Boulevard and the Valley Christian Center driveway. [PW] 7. An Urban Runoff Plan shall be prepared to the satisfaction of the Director of the Department of Public Works and shall be in effect during and after construction of the project. [PW] 8. On-site circulation, parking and drop-off/pick-up facility requirements shall be provided as described in the Traffic Study dated July, 1994. A covered walkway to the parking drop- off/pick-up area shall be provided. [PW] 9. A Soils Report shall be prepared to the satisfaction of the Director of the Department of Public Works. [PW] 10. A Traffic Impact Fee in the amount of $60,159 shall be paid, as agreed to in a letter from the Valley Christian Center dated November 30, 1994, prior to the issuance of building permits. 11. All recommendations of the Traffic Study dated July, 1994, shall be followed. 12. The project shall conform to requirements of the City of Dublin "Typical Public Works Conditions of Approval for Commercial/ Industrial Site Development Review or Conditional Use Permit Development" and associated documents (Attachment 5) with the exception of Conditions 27 and 36. [PW] FIRE 13. Revised sheets A-1, A-2 and L-2 shall be prepared showing the 20- foot wide emergency access road as going completely around the elementary school building and connecting to the upper level parking area and turnaround. The connection of the emergency access road to the upper level parking area turnaround shall be protected by a no parking area. All parking spaces eliminated by this connection shall be relocated. [F, PL] 14. Fire flows shall meet the requirements of the Dougherty Regional Fire Authority (DRFA) . [F] 3 • 15. The developer shall provide assurance that an emergency access easement shall be provided to the Valley Christian Center though the Hansen Hill Ranch Development by a means acceptable to the Dougherty Regional Fire Authority prior to occupancy of the elementary school. That assurance shall not be required after public roads through Hansen Hill Ranch have been accepted by the City of Dublin. [F] 16. Prior to the issuance of a building permit, the Applicant shall provide written confirmation to the Planning Department that the requirements of DRFA have been, or will be, met. [F, B, PL] BUILDING 17. Classroom #15, "Day Care", shall be provided with a second access. [B] 18. Building permits for the proposed project shall be secured and construction commenced within one year after the effective date of this approval or said approval shall be void. This one-year period may be extended an additional six (6) months after the expiration date of this approval (Applicant must submit a written request for the extension prior to the expiration date) by the Planning Director upon the determination that the Conditions of Approval remain adequate to assure that the above sited Findings of Approval will continue to be met. [B, PL] 19. To apply for building permits, the Applicant shall submit six (6) sets of construction plans to the Building Department for plan check. Each set of plans shall have attached an annotated copy of these conditions of approval. The notations shall clearly indicate how all conditions of approval will be complied with. Construction plans will not be accepted without the annotated conditions attached to each set of plans. The Applicant will be responsible for obtaining the approvals of all participating non- City agencies prior to the issuance of building permits. [B, PL] DUBLIN SAN RAMON SERVICES DISTRICT (DSRSD) 20. Prior to issuance of any building permit, complete improvement plans shall be submitted to DSRSD that conform to the requirements of the DSRSD Code, the DSRSD "Standard Procedures, Specifications and Drawings for Design and Installation of Water and Wastewater Facilities", all applicable DSRSD Master Plans and all DSRSD policies. [DSR] 21. All mains shall be sized to provide sufficient capacity to accommodate future flow demands in addition to each development project's demand. Layout and sizing of mains shall be in conformance with DSRSD utility master planning. [DSR] 22. Sewers shall be designed to operate by gravity flow to DSRSD's existing sanitary sewer system. Pumping of sewage is discouraged and may only be allowed under extreme circumstances following a case by case review with DSRSD staff. Any pumping station will require specific review and approval by DSRSD of preliminary design reports, design criteria, and final plans and specifications. The DSRSD reserves the right to require payment of present worth 20 year maintenance costs as well as other conditions within a separate agreement with the Applicant for any project that requires a pumping station. [DSR] 23. Domestic and fire protection waterline systems for Tracts or Commercial Developments shall be designed to be looped or interconnected to avoid dead end sections in accordance with requirements of the DSRSD Standard Specifications and sound engineering practice. [DSR] 24. DSRSD policy requires public water and sewer lines to be located in public streets rather than in off-street locations to the fullest extent possible. If unavoidable, then public sewer or water easements must be established over the alignment of each public sewer or water line in an off-street or private street location to provide access for future maintenance and/or replacement. [DSR] 25. Prior to approval by the City of a grading permit or a site development permit, the locations and widths of all proposed easement dedications for water and sewer lines shall be submitted to and approved by DSRSD. [DSR] 26. All easement dedications for DSRSD facilities shall be by separate instrument irrevocably offered to DSRSD or by offer of dedication on the Final Map. [DSR] 27. Prior to issuance by the City of any Building Permit, all utility connection fees, plan checking fees, inspection fees, permit fees and fees associated with a wastewater discharge permit shall be paid to DSRSD in accordance with the rates and schedules established in the DSRSD Code. [DSR] 28. Prior to issuance by the City of any Building Permit, all improvement plans for DSRSD facilities shall be signed by the District Engineer. Each drawing of improvement plans shall contain a signature block for the District Engineer indicating approval of the sanitary sewer or water facilities shown. Prior to approval by the District Engineer, the Applicant shall pay all required DSRSD fees, and provide an engineer's estimate of construction costs for the sewer and water systems, a performance bond, a one-year maintenance bond, and a comprehensive general liability insurance policy in the amounts and forms that are acceptable to DSRSD. The Applicant shall allow at least 15 working days for final improvement drawing review by DSRSD before signature by the District Engineer. [DSR] 29. No sewerline or water line construction shall be permitted unless the proper utility construction permit has been issued by DSRSD. 5 4)7 7. A construction permit will only be issued after all of the items in condition 27 have been satisfied. [DSR] 30. The Applicant shall hold DSRSD, its Board of Directors, commissions, employees, and agents of DSRSD harmless and indemnify the same from any litigation, claims, or fines resulting from completion of the project. [DSR] 31. In accordance with an agreement between DSRSD, Valley Christian Center, and other parties, a water transmission main will be constructed across the Hansen Hill Ranch Development to provide Valley Christian Center with necessary water volumes for this and future projects in the area. Completion of construction of this transmission main is projected for September, 1995. [DSR] 32. A maximum of 2,500 gallons per minute fire flow to be available at the Valley Christian Center property line near the proposed Inspiration Drive (northeast corner of the site) will be provided by the transmission main improvements. The Applicant shall coordinate building plans and design for this fire flow with the Dougherty Regional Fire Authority. [DSR] ARCHITECTURAL 33. Exterior colors shall conform the colors and materials palette submitted to the Dublin Planning Department dated June 27, 1994. All ducts, meters, air conditioning equipment and other mechanical equipment that is on-site or roof-mounted shall be effectively screened from view. [PL] LANDSCAPE AND IRRIGATION PLANS 34. A final detailed Landscape and Irrigation Plan (at 1 inch = 20 feet or larger), along with a cost estimate of the work and materials proposed, shall be submitted for review and approval by the Planning Director. Landscape and Irrigation Plans shall be signed by a licensed landscape architect. Final landscape plans shall indicate the common and botanical names, container size, growth rate and number of each plant. All landscaping, as shown on the Landscape and Irrigation Plan, shall include drought tolerant vegetation. [PL] 35. The final landscape plan shall be generally consistent with the preliminary landscape plans prepared by Ron Wellander and R. Louis De Valle, Landscape Architects, dated received by the Planning Department on September 27, 1994 (Exhibit A, sheets L-1 and L-2) . [PL] 36. Landscaping shall not obstruct the sight distance of motorists, pedestrians or bicyclists. Except for trees, landscaping at drive aisle intersections shall not be taller than thirty (30) inches above the curb. [PL] 6 X 7 37. The Applicant shall complete and submit to the Dublin Planning Department the Standard Plant Material, Irrigation and Maintenance Agreement (Attachment 6) . [PL] 38. The Applicant shall submit written documentation to the Planning Director (in the form of a Landscape Documentation Package and other required documents) that the development conforms to the City's Water-Efficient Landscaping Ordinance (Attachment 7) . [PL] PARKING 39. The Applicant shall submit a revised parking lot striping plan for new parking areas subject to review and approval of the Planning Director and the Director of Public Works. Compact spaces shall be 8 ' by 17' and full size parking spaces shall be 9' by 20'. The length of the parking spaces may be reduced by 2 feet where the parking space overhangs a landscaped area. Compact spaces may comprise 35% of the new parking spaces. All newly-striped parking spaces shall be double-striped with 4-inch wide stripes set approximately 2 feet apart. Handicapped, visitor, and employee and compact parking spaces shall be appropriately identified on the pavement and designated on the parking plan. [PL] 40. This permit shall be revocable for cause in accordance with Section 8-90.3 of the Dublin Zoning Ordinance. Any violation of the terms or conditions of this permit shall be subject to citation. [PL] PASSED, A$PROVED AND ADOPTED this 5th day of December , 1994. AYES: i NOES: I ABSENT:� Mayor ATTEST: 1— 'b.ity Clerk /AG94315D 7 PAGE 1- /41111.1113 0.? an, N„., , _ -_ ,_ . ai lir- 0 & , 7 co feta ego • 11 147,_a ,, , .... ...: 7 or __As • ,0. _ -,. : 11 ! eiti.et 0.1p - N . INE ' . 0 II mi..1.411111 it a 1 t k s*00 :1 -_, • aimitillp 11-"AlP Is" Ila- III "II" WA . - 1111111111111_,al .w . 1 CP4i_o#1 plialt*II - sqkt$ . # i -1Y `141111 esS, ss ‘01A. 14.4- is " --- tr* 1.1„0. impe,0414,,,,„ _...., .. .. r a _ 4,0._ I"dte# 441.ff-4 • ii I pi.viyikiali 611,11111k° IP " °; In 8, lin, . uuaaiw. 40 . um,.-- %—ilk dilr 1/44 ; I • 01001111111111111.11L. - ‘,...- ... • 1.1744....1 8isk 417_4, �I i" ; . i s , oporta, a r 4..-- mit ,, , ii Sw‘itril If..Z 0 #'7 , . ,s4t,. 6.,, it- - wartwo ' : W VG III%11 1 . ; .-- N is . . N u O c a. 0 a • in N O n d b 4 VALLEY CHRISTIAN ELEMENTARY SCHOOL DUBLIN, CALIFORNIA SEPTEMBER 26, 1994 WRITTEN STATEMENT FOR USE PERMIT This project will replace an existing facility that is fully used and has been in operation over twenty (20) years. The proposed Private School has been very popular and we anticipate it will continue to be in the future. This project relates well with the existing uses on site. We currently have all ages of children on the site and this will fill out the educational outreach for the church. The church campus already has educational facilities, so it would have only minimial impact on the neighboring properties. The use that is being proposed is not contrary to the specific intent or performance standard established for the district zoning in which it is located. It is an approved use with the conditional use permit. The Elementary School will have approximately forty (60) employees, thirty-one (31) are teachers and the balance will be administrative, daycare and janitorial staff. They would be assigned parking in the nearest adjacent parking area, and the High School students that currently use that parking area would be required to park on the lowest level of the parking lot. The operating hours would be somewhere between the hours of 8:00 a.m. and 4:00 p.m. and will be staggered with the current High School and Junior High School,so there is no conflict in traffic or student activities. During school hours the new playground area will be for the High School and Junior High School use, so the Elementary School children will be using the existing soccer field playground area. Once the Elementary School is released than the High School and Junior High School students will use the soccer field for their after school sports activities. The current project is not located on a hazardous waste site, and does not intend to incorporate the use of any hazardous materials as part of it's operation. It is our understanding this use would not adversely affect the surrounding neighborhoods. RECEIVED èNNG • d2 AUAC�� NT Z 4 4 itiok All VALLEY CHRISTIAN CEN T E R November 30, 1994 City of Dublin Planning Department 100 Civic Plaza Dublin, CA 94568 Attn: Lawrence Tong Re: Valley Christian Elementary School Dear Larry: Valley Christian Center agrees to a contribution of $60,159 to mitigate the impact of transportation/circulation of the new Valley Christian Center Elementary School at 10800 Dublin Blvd., Dublin Ca. Sinc ely, )/<1. Rog Mahany , Business Administ .tor Valley Christian Center 10800 Dublin Boulevard Dublin,California 94568-2855 ATTACHMENT, 3 510 . 828 . 4549 Fax 510 . 828 . 5623 f'^^ ,3�--0 DEC 01 '94 11:47 TJKM TR1 PORTATION CONSULTANTS F.2 Transportation Consultants December 1, 1994 Mr. Lee Thompson City of Dublin 100 Civic Plaza Dublin, CA 94568 Re: Addendum to Traffic Study for Valley Christian Center Elementary School Relocation, TJKM Project no. 157-064 Dear Mr. Thompson: Per your request,this is to supplement TJKM's Traffic Impact Study of the Proposed Valley Christian Center Elementary School Relocation. This letter supersedes my letter to Mehran Sepehri of November 18. We were requested to revise our previously performed traffic impact fee calculations. The fee is now based on two projects: the widening of Dublin Boulevard between Silvergate Drive and Hansen Drive, and the widening of the eastbound approach of Dublin Boulevard to San Ramon Road. This change has been made to ensure that the traffic impact fee calculation is consistent with fee calculations for planned developments in the project vicinity. The change also reflects the fact that the project is not part of the downtown area,and should not be considered part of the downtown traffic impact fee. The total traffic impact fee associated with the project is now calculated as $60,159. Table V from our traffic study report is re-presented and modified below to reflect the current calculation. Table V: Project Share Calculations Dublin Boulevard Cost ADT Contributed ADT Growth Project % of Calculated Improvement by Project Growth Fee Silvergate Dr to $732,000 601 10,801 5.56 $40,699 Hansen Dr at San Ramon Rd $ 350,000 601 10,801 5.56 $ 19,460 TOTAL $ 1,082,000 ' $60,159 per Student $ 104 If you hay- iy questions regarding thi information, please let me know. Since - ii Christopher . Kinzel Transportation Engineer COPY: Bob LaPerie, LPT Architects 1 7 4 Roger M hany,Valley Christian Center ^r ' iJ/�i t.iC 4 Mi' 4637 Chabot Drive, Sut:c 214, Pleasanton, California 94588-2754, (510) 463-0611. Fax (510) 463-369(1 Pleasanton.Sacramento.Fresno.Santa Rosa CITY OF DUBLIN 100 Civic Plaza (415) 833-6630 Dublin CA 94568 In order to assist applicants in the development of commercial/industrial property, the City of Dublin Public Works Department has prepared the following list of Conditions of Approval that have typically been used. This list should not be considered all-inclusive. This list should be used as a guide only. Each application is analyzed separately and only Conditions that apply to a specific application will be recommended as Conditions of Approval for that application. Additional Conditions may be imposed as deemed necessary by the City. Prior to the actual preparation of development plans, it is highly recommended that Applicants meet with City Planning and Engineering Staff members to discuss Zoning and Engineering design requirements, submittal requirements and processing procedures. TYPICAL PUBLIC WORKS CONDITIONS OF APPROVAL FOR COMMERCIAL/INDUSTRIAL SITE DEVELOPMENT REVIEW OR CONDITIONAL USE PERMIT DEVELOPMENT ARCHAEOLOGY: 1. If, during construction, archaeological remains are encountered, construction in the vicinity shall be halted, an archaeologist consulted, and the City Planning Department notified. If, in the opinion of the archaeologist, the remains are significant, measures, as may be required by the Planning Director, shall be taken to protect them. CREEK: 2. Buildings shall be no closer than 20 feet from top of the bank along the Creek, where the top of bank is either the existing break in topography, or a point at the existing ground line which is the intersection of a line on a two- horizontal-to-one-vertical slope begun at the toe of the slope in the Creek (whichever is more restrictive.) DRAINAGE: 3. Roof drains shall empty onto paved areas, concrete swales, or other approved dissipating devices. Concentrated flows will not be allowed to flow over walkways. 4. A minimum of 12" diameter pipe shall be used for all public storm drains to ease maintenance and reduce potential blockage. 5. Under-sidewalk drains shall be provided to allow on-site drainage to be tied in, should the need arise. 1 A1'Tc!! cTRev: 5/17/89Oi DEBRIS: 6. Measures shall be taken to contain all trash, construction debris, and materials on-site until disposal off-site can be arranged. Developer shall be responsible for corrective measures at no expense to City of Dublin. DUST: 7. Areas undergoing grading, and all other construction activities, shall be watered, or other dust-pallative measures may be used, to prevent dust, as conditions warrant or as directed by the Public Works Official. 8. Dust control measures, as approved by the Public Works Director/City Engineer shall be followed at all times during grading and construction operations. EASEMENTS: 9. The developer shall acquire easements, and/or obtain rights-of-entry from the adjacent property owners for improvements required outside of the development site. Copies of the easements and/or rights-of-entry shall be in written form and be furnished to the Public Works Director/City Engineer. 10. Existing and proposed access and utility easements shall be submitted for review and approval by the Public Works Director/City Engineer prior to acceptance of the development. These easements shall allow for practical vehicular and utility service access for all lots. EROSION: 11. Prior to any grading of the site, and in any case prior to issuance of a grading permit, a detailed construction grading/erosion control plan (including phasing); and a drainage, water quality, and erosion and sedimentation control plan for the post-construction period, both prepared by the Project Civil Engineer and/or Engineering Geologist, shall be approved by the Public Works Director/City Engineer. Said plans shall include detailed design, location, and maintenance criteria, of all erosion and sediment control measures. The post-construction plan shall attempt to insure that no increase in sediment or pollutants from the site will occur. The plan shall provide for long-term maintenance of all permanent erosion and sediment control measures such as slope vegetation. The construction grading/erosion control plan shall be implemented in place by October 15th and shall be maintained in place until April 15th unless otherwise allowed in writing by the Public Works Director/City Engineer. It shall be the developer's responsibility to maintain the erosion and sediment control measures for the year following acceptance of the development by the Public Works Director/City Engineer. FEES AND/OR DEPOSITS 12. Fees and/or deposits will be required per the City of Dublin Public Works Fee and Deposit schedules. - 2 - Rev: 5/17/89 PACE 3570F..44 r1 r1 • • FIRE: 13. Install fire hydrants at the locations approved by the Dougherty Regional Fire Authority in accordance with the standards in effect at the time of development. A raised blue reflectorized traffic marker shall be epoxied to the center of the paved street opposite each hydrant. 14. All materials and workmanship for fire hydrants, gated connections, and appurtenances thereto, necessary to provide water supply for fire protection, must be installed by the developer and conform to all requirements of the applicable provisions of the Standard Specifications of Dublin San Ramon Services District and Dougherty Regional Fire Authority. All such work will be subject to the joint field inspection of the Public Works Director/City Engineer and Dublin San Ramon Services District. 15. The development plans must be approved by the Dougherty Regional Fire Authority as evidenced by their signature on the Title sheet. FLOOD CONTROL: 16. Comply with Alameda County Flood Control District requirements. 17. In the 100-year Flood Hazard Zone, commercial buildings shall either provide flood-proofing, or have their finished floor elevation above the 100-year flood level. FRONTAGE IMPROVEMENTS: 18. Dedication of land shall be made to the City of Dublin such that it conveys land sufficient for the approved streets' right-of-way. Improvements shall be made, by the applicant, along all streets within the development and as required off-site, to include curb, gutter, sidewalk, paving, drainage, and work on the existing paving, if necessary, from a structural or grade continuity standpoint. FUTURE CONFORMANCE: 19. The design and improvements of the development shall be in conformance with the design and improvements indicated graphically, or as modified by the Conditions of Approval. The improvements and design shall include street locations, grades, alignments, and widths, the design and storm drainage facilities inside and outside the development property, grading of lots, the boundaries of the development property, and shall show compliance with City standards for roadways. GRADING: 20. The minimum uniform street gradient shall be 1.0 percent. Parking lots shall have a minimum gradient of 1.0 percent, and a maximum gradient of 5.0 per cent. No cut or fill slopes shall exceed 2:1, unless approved by the project's Soils Engineer and reviewed and approved by the Public Works Director/City Engineer. Slopes shall be graded so that there is both horizontal and vertical slope variation, where visible from public areas, in order to create or maintain a natural appearance. - 3 - Rev: 5/17/89 PAGE,* OF.L n 21. Prior to final preparation of the subgrade and placement of base materials, all underground utilities shall be installed and service connections stubbed out behind the sidewalk. Public utilities, Cable TV, sanitary sewers, and water lines, shall be installed in a manner which will not disturb the street pavement, curb, gutter and sidewalk, when future service connections or extensions are made. 22. Grading shall be completed in compliance with the construction grading plans and recommendations of the Project Soils Engineer and/or Engineering Geologist, and the approved erosion and sedimentation control plan, and shall be done under the supervision of the Project Soils Engineer and/or Engineering Geologist, who shall, upon its completion, submit a declaration to the Public Works Director/City Engineer that all work was done in accordance with the recommendations contained in the soils and geologic investigation reports and the approved plans and specifications. 23. Any grading on adjacent properties will require written approval of those property owners affected. 24. The developer shall keep adjoining public streets free and clean of project dirt, mud, materials, and debris during the construction period, as is found necessary by the Public Works Official. - 25. Where soil or geologic conditions encountered in grading operations are different from that anticipated in the soil and geologic investigation report, or where such conditions warrant changes to the recommendations contained in the original soil investigation, a revised soil or geologic report shall be submitted for approval by the Public Works Director/City Engineer. It shall be accompanied by an engineering and geological opinion as to the safety of the site from hazards of land slippage, erosion, settlement, and seismic activity. HANDICAPPED ACCESS: 26. Handicapped ramps and parking shall be provided as required by State of California Title 24. IMPROVEMENTS: 27. An as-built landscaping plan prepared by the project Landscape Architect and a declaration by the Project Landscape Architect that all work was done under his supervision and in accordance with the recommendations contained in the landscape and soil erosion and sedimentation control plans shall be submitted to the Public Works Director/City Engineer. 28. Grading of the subject property must conform with the approved grading plan and recommendations of the soils engineer to the satisfaction of the Public Works Director/City Engineer. 29. The following shall have been submitted to the Public Works Director/City Engineer : a. An as-built grading plan prepared by a registered Civil Engineer, including original ground surface elevations, as-graded ground surface elevations, lot drainage, and locations of all surface and subsurface drainage facilities. - 4 - Rev: 5/17/89 PAGc37Ci b. A complete record, including location and elevation of all field density tests, and a summary of all field and laboratory tests. c. A declaration by the Project Civil Engineer and Project Geologist that all work was done in accordance with the recommendations contained in the soil and geologic investigation reports and the approved plans and specifications. 30. Prior to issuance of the encroachment permit, a cash bond or surety bond shall be provided and approved by the Public Works Director/City Engineer to guarantee the proper installation of public improvements. 31. Prior to release of the bond posted on encroachment permit: a. All improvements shall be installed as per the approved plans. b. All required landscaping shall be installed and established. SITE PLANS AND GRADING PLANS: 32. Obtain copies of and comply with conditions as noted on "City of Dublin General Notes on Improvement Plans" and "City of Dublin Improvement Plan Review Check List." 33. All improvements within the public right-of-way, including curb gutter, sidewalks, driveways, paving, and utilities, must be constructed in accordance with approved standards and/or plans and may be constructed only after an encroachment permit has been issued. 34. Complete site plans and grading plans shall be submitted to, and be approved by, the Public Works Director/City Engineer and other affected agencies having jurisdiction over public improvements, prior to issuance of the grading or encroachment permit. Plans shall show the existing and proposed improvements, both on-site and along adjacent public street(s), and property that relate to the proposed improvements. MAINTENANCE OF COMMON AREA: 35. Maintenance of common areas, including ornamental landscaping, graded slopes, erosion control plantings and drainage, erosion and sediment control improvements, shall be the responsibility of the developer during construction stages and until final improvements are accepted by the City Council and the securities are released (one year after improvements are accepted). Thereafter, maintenance shall be the responsibility of a property owners' association or individual property owners, depending upon how maintenance is to be handled. MISCELLANEOUS: 36. Copies of the plans indicating all public improvements shall be submitted at 1"— 400-ft. scale, and 1"— 200-ft. scale for City mapping purposes. 37. The developer shall be responsible for controlling any rodent, mosquito, or other pest problem due to construction activities. - 5 - Rev: 5/17/89 PP,GE&OF 1 n NOISE: 38. Construction and grading operations shall be limited to weekdays (Monday through Friday) and the hours from 7:30 a.m. to 5:30 p.m., except as approved in writing by the Public Works Director/City Engineer. PERMITS: 39. Commercial/industrial property within the City of Dublin generally requires a grading and/or encroachment permit. A grading permit is required to review and inspect onsite improvements, typically involving but not limited to grading, drainage, and public access. An encroachment permit is required for all work done in the public right-of-way. PUBLIC IMPROVEMENTS: 40. Any relocation of improvements or public facilities shall be accomplished at no expense to the City. STREETS: 41. The street surfacing shall be asphalt concrete paving. The Public Works Director/City Engineer shall review the project's Soils Engineer's structural pavement design. The subdivider shall, at his sole expense, make tests of the soil over which the surfacing and base is to be constructed and furnish the test reports to the Public Works Director/City Engineer. The Developer's soils engineer shall determine a preliminary structural design of the road bed. After rough grading has been completed, the developer shall have soil tests performed to determine the final design of the road bed. In lieu of these soil tests, the road may be designed and constructed based on an R-value of 5. 42. An encroachment permit shall be secured from the Public Works Director/City Engineer for any work done within the public right-of-way. STREET LIGHTS: 43. Install street light standards and luminaries of the design, spacing, and locations, approved by the Public Works Director/City Engineer and P.G.& E. STREET TREES: 44. Street trees, of at least a 15-gallon size, shall be planted along the street frontages. Trees shall be planted in accordance with a planting plan, including tree varieties and locations, approved by the Public Works Director/City Engineer. Trees planted within, or adjacent to, sidewalks shall be provided with root shields. WATER: 45. Water facilities must be connected to the DSRSD system, and must be installed at the expense of the developer, in accordance with District standards and specifications. All material and workmanship for water mains, and appurtenances thereto, must conform with all of the requirements of the officially adopted Water Code of the District and will be subject to field inspection by the District. - 6 - Rev: 5/17/89 r-�,/ PAGE 39 O (K 46. Any water well, cathodic protection well, or exploratory boring shown on the map, that is known to exist, is proposed, or is located during the course of field operations, must be properly destroyed, backfilled, or maintained in accordance with applicable groundwater protection ordinances. Zone 7 should be contacted (at 443-9300) for additional information. ZONING: 47. Comply with all zoning provisions, including Zoning Ordinance and rezoning Conditions of Approval. - 7 - Rev: 5/17/89 (� PACE )C"...L CITY OF DUBLIN IMPROVEMENT PLAN GENERAL NOTES (Use only those applicable and/or add as necessary) Use 1/6"lettering of appropriate weight to assure legibility,even after reduction or other means of reproduction of drawings. 1. Sasis of elevation datum(if City/County benchmark,give number,location,and elevation). 2. All street Improvements shall be constructed in accordance with the provisions of the current City ordinance code, State Standard Specifications,and City or County Standard Plans.The Improvements are subject to inspection and approval of the Public Works Department.Contact Public Works Construction Inspection at 510/833-6630 at least 24 hours prior to the start of any work to arrange for inspection. 3. All revisions to this plan must be reviewed by the Public Works Department prior to construction and shall be accurately shown on revised plans signed by the City Engineer. 4. Notify Underground Service Alert 800/642-2444 72 hours prior to any excavation.The USA authorization number shall be kept at the Jobsite. 5. All new utility distribution services shall be placed underground. 6. Prior to placing curb,sidewalk,asphalt concrete,subbase,or base material,all underground facilities within the right-of-way shall be installed,backfill completed,and the Public Works Department's Construction Division notified by each of the utility companies having facilities within the work area,that the utility installation has satisfactorily passed acceptance tests. 7. All manholes or inlets over 5 feet in depth shall be provided with polypropylene steps.The steps shall be integrally cast Into the walls of the manhole or inlet whether precast or field cast.The steps shall be installed in accordance with Caltrans specifications and City of Dublin/Alameda County Standard Plans. 8. When widening the pavement on an existing road,the existing pavement shall be sawcut to a neat line and removed back to an existing adequate structural section,or to the original road section. An exploratory trench,or potholing, may be required to determine the limits of pavement removal. 9. Should it appear that the work to be done,or any matter relative thereto,is not sufficiently detailed or explained on these plans,the contractor shall contact (name of design engineer)at (phone number)for such further explanations as may be necessary. 10. A building permit shall be required for construction of all retaining walls over 3 feet in height(2 feet in height with a surcharge). Prior to acceptance of the Improvements as complete,verification that Building Inspection has signed off on the permit shall be provided to the construction Inspector. All wood in contact with the ground shall be pressure-treated,whether a construction permit Is required or not. 11. All public storm drain lines shall be Class III RCP unless otherwise specified on the plans. 12. No trees shall be removed unless they are shown and noted to be removed on the improvement plans. All trees conflicting with grading,utilities,or other improvements,or overhanging the sidewalk or pavement so as to form a nuisance or hazard,shall be trimmed and properly graded and sealed.The drip line of trees to be saved will be fenced,and no grading shall take place within this fenced area. 13. Existing curb and sidewalk within the project limits that are damaged or displaced,even though they were not to be removed,shall be repaired or replaced even if damage or displacement occurred prior to any work performed by the contractor. PAGE II( or. 7 October 28,1993 14. Erosion control facilities shall be installed complete prior to October 15 and shall be maintained daily until April 15. The person responsible for the daily maintenance of these facilities is (name)and can be reached 24 hours a day at (telephone/pager number).These facilities shall control and contain erosion-caused silt deposits and provide for the safe discharge of silt-free storm waters Into existing storm drain facilities. Design of these facilities must be approved/updated each year prior to September 30 and shall be signed by the City Engineer. 15. The typical section of the following listed streets shall be continued through the Intersection: (List of street names) 16. The thickness of subbase,base,and surfacing shall be based on traffic index and soil test for"R"value. (See pavement design chart below.) 17. All traffic striping and markings shall be Thermoplastic. 18. Asbestos Cement Pipe(ACP)shall not be used in the construction of any storm drainage facilities. 19. All striping on major roads shall be cat-tracked prior to final installation. Final installation of striping will be allowed only after approval of the striping layout by the construction Inspector. 20. Order of work for road widening and median Island construction in which traffic striping will be relocated: a. Rough grading g. Install final striping b. Storm drain&drainage structures h. -- Install final signing(at c. Utility installation Interim locations if necessary) d. Curb and sidewalk i. Construct median curb e. Pavement construction j. Complete final striping,pavement f. Remove conflicting striping,pave- markers,and sign installation ment markers,and signing,and install Interim striping. 21. If,during construction,archaeological remains are encountered,construction in the vicinity shall be halted,an archaeologist consulted,and the City Planning Department notified. If,In the opinion of the archaeologist,the remains are significant,measures,as may be required by the Planning Director,shall be taken to protect them. 22. A California Division of Occupational Safety and Health(CAL OSHA)permit shall be obtained for trenches five feet or greater in depth. A copy of this permit shall be supplied to the Public Works Department. An additional copy shall be kept at thefobsite at all times. Example of a pavement design chart: LIMITS R ROAD NAME From To AC AB AS VALUE TI October 28,1993 Y OF DU: IMPROVEMENT CITPLAN REVIEW CHECK LIST Tract/Parcel Map No. The improvement plans accompanying this checklist are submitted for your review. They have been prepared by me or under my direction and checked for conformance with the approved tentative map (or plan), the conditions of approval, and the City of Dublin Ordinance Code. Engineer's Signature: FOR OFFICE USE ONLY ( ) First Check Firm Name: ( ) Recheck _ Sets of Plans Address: ( ) Hydrology & Hydraulic Calcs ( ) (Prelim) Bond Est. $ Contact Person: ( ) Plan Review Dep. $ ( ) Signing & Striping Plans Phone No. ( ) Structure Calculations Assigned To: Developer Finance Control No. Address Tent. Map Exp. Date Contact Person: Phone No. Assessor's Parcel No. INSTRUCTIONS: Place a check mark to indicate you comply or N/A to indicate not applicable next to each item. Any requests for exceptions shall be made in writing and attached herewith. I. GENERAL 1. Applicable Gen. Notes included _11. Signature boxes for DSRSD & 2. 24"x36" std. size used, incl. DRFA. borders. 12. Fire hydrant loc. shown. 3. Title Blk./scale/N. arrow shown 13. Benchmark noted. 4. Plans capable of micro. repro. , _14. Signing & striping plan plus min. 1/8" ltr. or typewritten. exist, striping incl. in 5. Engr's name, No. , exp. date, improvement plans. stamp & signature included. _15. Development No. (Sub. , M.S., 6. Vicinity map shown. etc.) shown on ea. sheet. 7. Sheet index & key map incl. for _16. Permits required from other 3 or more sheets. agencies (Fish & Game, Army 8. Pvmt. design chart shown w/TI Corps. of Engrs., Zone 7, etc) values for review. 17. Plans for landscaping w/in 9. St. light locations/legend; pub. R/W submitted for review. PG&E signature shown. 18. City Engineer's signature 10. Curb grade plans and cross- block. sections @ 50' max. intervals along road frontage & extending 150' min. beyond limits of work. Profile line, C/L, & E/P. II. ROADS A. Typical Sections 1. Struct. section indicated per R- _ 5. Cross Slope indic.-note ref. val. shown (Min. 2.5" AC on 8" AB) Jiff. in elev. of C/L & T/C 2. Curb type indicated. when not the same. 3. R/W & street width dim. shown. _ 6. On roads with slope greater Width conforms to Final Map; lay- than 6%, flatten x-slope to 2% out conforms to approved Tent. Map. through intersections. 4. 2:1 max cut/fill slope shown _ 7. Sidewalk width per Tent. Map beginning at R/W lines; soils and C.O.A. report verifying exceptions. — 8. Typ. util. trench shown. 9. Limits of P.W. inspection shown (exp. on apartment/condo projects) 3fi _ -L, Plan Review Check List, page 2. B. Plan Views 1. Curve data shown for all curves. 13. TC/Rim & invert. elev. shown 2. 28' min. curb return radii (35' for all drain structures. for major thoroughfares & _14. Drainage easmt. shown and dim. industrial streets. _15. Loc. of exist. underground 3. Cul-de-sac F/C radius (35' min.) pipes & utilities shown. shown. 4. Private road turnarounds shown. 16. Street monuments shown conform 5. Property corner returns shown to Final Map. Monuments are to be a straight line from B.C. not in sewer or util. trenches to E.C. and not concentric w/curb returns. - 6. R/W & st. width dim, shown. _17. Handicap ramps provided @ all 7. C/L stationing shown @ 100' inter- crosswalks & intersections. vals & @ all curves, B.C., E.C. Adequate R/W for ramps. 8. Lot/parcel lines & numbers/letters _18. Right of Entry submitted for indicated. all off-tract work. 9. Cul-de-sacs all have 2% to 5% _19. Horizontal curves & sight cross slope between gutter lip & distance designed per Hwy. high point. Design Manual. 10. Valley gutters indicated. Flag flow lines @ qtr. points on valley gutter C/L. _11. Show trees of 12" or greater dia. to be removed or saved. 12. Stationing & offsets of all drain- age structures shown. C. Profiles 1. Min. vert. curves designed accd'g _10. Off-tract profile to catch to Caltrans Hwy. Design Manual pt. shown where road is con- 2. Curb returns & cul-de-sac profiles structed to subdivision shown (high and/or low pts indic. boundary. _ 3. Vert. curve used for grade breaks _11. C/L stations & elev. shown grtr. than 2% (3% on sag curves) 100' min. intervals & @ all 4. 6% max. gradient observed @ inter. BVC, EVC, PIVC, & grade breaks 5. Max. street grades per design _12. Curb returns w/ 1/4 pt. TC guidelines elevations and grades shown. 6. Underground pipes & utils. shown _13. 1% min. grade observed on all w/inv. sl., size, type, & lengths streets. indicated. _14. Super elevation grades shown 7. Existing ground on C/L shown. where req'd by Hwy. Design Where topo is steep, exist. ground Manual. left & right of C/L has been 15. Profile slopes indicated. shown. X-sections may be required. 8. Finished grade profile for C/L & TC shown (left & right) if grades required. _ 9. C/L profiles of intersecting sts. shown to their point of intersec- tion. (The showing of curb return or other profiles in lieu of the C/L profile is not an adequate or correct representation. III. DRAINAGE (REF: HYDROLOGY & HYDRAULICS CRITERIA SUMMARY "DRAINAGE MANUAL') A. Hydrology-Hydraulics 1. Hydrology Map (Contour Map) con- _ 3. Provide hydrology & hydraulic tinuing for min. 100'+ beyond calcs that follow latest edition property or to boundaries of the of the "Hydrology & Hydraulics drainage area, whichever is grtr. Criteria Summary" prepared by _ 2. Drainage area map with on & off- the ACFC&WCD hereinafter known site topo, points of concentration as "Drainage Manual." & subareas with designations that _ 4. Freeboard in channels, struc- are matched with hydrology calcs. tures, pipes available. Shall comply with "Drainage Manual." Item III DRAINAGE continued next page. Pell Review Check List, page 3. III. DRAINAGE, cont'd 5. Show areas within FEMA flood _ 8. All starting HGL calcs ade- hazard area. quately verified. When com- _ 6. Drainage swale profiles shown. puting beginning HGL in 7. Calculations are to contain EGL, natural watercourse & no ob- HGL, FL, Q, freeboard @ structure vious point of control is losses, hydraulic control assump- avail., begin upstream or tions super or subcritical flow. downstream 500' as control dictates to pt. in question. 9. Gutter flow does not exceed inlet capacity. B. Easements 1. Off-development drainage improve- _ 6. Access & ingress easements to ments (plan & profile) & accom- be graded to be useable. panying easements shown. Off- _ 7. Min. 15' ingress easmt. to tract offers of dedication for provide to all access easmts. drainage easement submitted for _ 8. Structure setback line indi- review. cated & location verified w/ 2. Min. 43' C/L radius for access X-sections where unimproved easements shown. channel (See Ord. 52-87). 3. Off-development work to be done _ 9. Fences shown as required but no easement requirements. where street crosses water- Rt. of entry submitted for review. course or drainage structure. 4. Easement widths indicated for: _10. Fences shown as required @ a. Closed conduits. outside boundaries of open b. Open channels. lined channel easements. 5. Sufficient X-sections to verify easement widths for open channels submitted. C. Structures 1. Structures comply with latest _ 6. Structure calculations and revision of Std. Det. by ACPW. details for non-standard 2. Pipe & box inlet have rounded lip structures. radius of 0.1 D. _ 7. Energy dissipator provided _ 3. Structures required where lateral where needed. pipe dia. is greater than 1/3 the _ 8. Outfalls satisfactory. main dia. _ 9. 1.25' minimum freeboard in 4. Structures shall be channelized inlets & manholes, HGL shown for velocities of 14 fps or @ all structures. greater. 5. CB's or MH's @ max. of 400' or when the flow in gutter extends 7' from the FC. D. Pipes 1. Closed conduit min. slope of .003 7. Pipes carrying 14.0 fps or observed. higher shall have extra pro- tection. Conc. pipe shall have protective cover of con- 2. Water directed into inlet doesn't crete from the inner surface reverse dir. of flow. to the reinforcement of at 3. Beveled RCP lengths specified least 2" & have rubber gasket (bevel one or both ends) & sta- joints. tioning EC & BC indicated. 4. 3' min. cover over pipe observed (provided mfr. spec. does not require more) unless special _ 8. Min. pipe dia. of 12" provided design & calcs. submitted. for all City-maintained pipes. 5. Pipes curved in only 1 direction. Show curve data. _ 9. Min. velocity of 2 fps with 6. Design Q (cfs) & slopes shown 1/2 design flow observed. on pipe profile. r /16 Plan Review Check List, page 4. E. Channels 1. Max. velocity in unprotected _ 4. Note areas to be cleared of earth channel shall be limited to structures, trees, brush, & 6 fps or verified by soils report debris w/in natural channel - min. velocity 2 fps. & watercourses. 2. Improved earth channel side slopes _ 5. Facilities to be dedicated to shown to be 2-1/2:1 or less steep the public for maintenance as specified by soils report. shall comply w/channel geom- 3. Lined channel side slopes as etry specified in the Drainage specified by soils report. Manual. IV. GRADING PLANS (REF: GRADING ORDINANCE NO. 56-87) A. General _ 1. Contour lines of existing & _ 5. On a case by case basis it proposed finished grades shown. may be necessary to have a 2. Contour intervals not greater field survey where obstruc- than 5'. tions may block an aerial 3. Contours extend a min. 50' beyond topo. affected area. _ 6. Lot pads shown. 4. Location, width, direction of flow _ 7. Signature of Soils Engr. & approx. location of tops & toes shown stating that the plans of banks of any watercourses conform to the soils report. shown. B. Design 1. The slope of cut or fill surfaces _ 3. Terraces at least 8' in width of excavations shall not be shall be established at not steeper than 2:1 unless approved more than 25' in height in- by the City Engineer and tervals for all cut & fill Soils Engineer. slopes exceeding 30' in ht. 4. Down-drains or drainage out- lets shall be provided at 2. Setbacks from property boundaries, approx. 300' intervals along buildings, & structures shall meet the drainage terrace. Fig. 1 & 2 & Table 70C in the UBC and as directed by the City Engineer. C. Erosion and Sediment Control _ 1. Grading plans shall be designed _ 3. Erosion & sediment control w/long term erosion & sediment plan shall include an ef- control. fective revegation program 2. The ABAG erosion control & sedi- to stabilize all disturbed ment control handbook should be areas. used as a guide in preparing _ 4. Grading shall be limited plans. betw. 10/1 to 4/15 on a case- by-case basis. PACE `Y� -.L �.� O i' _HE CITY OF DUBLIN P1 P.O.Box 2340 Dublin.CA 94568 (415)829-4600 STANDARD PLANT MATERIAL, IRRIGATION SYSTEM AND MAINTENANCE AGREEMENT I (property owner) do hereby agree that all plants (trees, shrubs and ground cover) will be installed in accordance with the City of Dublin's approved landscape plan for (name of project) located at (address). All plants will be replaced in kind as per the approved plan at such time as they are found to be missing, diseased, damaged, or dead, for at least one (1) year from the date of their installation. I further agree that all plants will henceforth be irrigated, fertilized, weeded and tended on a regular basis such that they will maintain a healthy and weedfree appearance. thatinstalled irrigation will ; _led furthersystem be _n-� I agree the s.s�e according to the irrigation plans as approved by the City of Dublin, and that said system will be kept in good working order for least one (1) year from the date of the landscaping installation. This agreement is binding against this and all property owners of record. . Signed: Date: • ATTACHMENT 6 Form 83-05 1/83 '%l/f0�1 1 U\C' —— — — !MI CITY OF DUBLIN ,/ / F.O.Eox 2340.Dut`1i9,Cair:'orna°?568 • City Oiiices.100 Civic Ra>a.Di.blin,Caiifcoc - ca CITY OF DUBLIN NON-RESIDENTIAL SECURITY REQUIREMENTS City Ordinance No. 21-89 1988 Building Code Section 4101 1. Doors. Exterior doors which are located at the rear, or side, or away from the primary entrance shall be solid doors with no glazing and shall be installed in metal frames. Exterior wood doors shall be solid wood construction 1 3/4" thick or hollow metal doors. 2. Locking devices. Exterior swinging doors which are exit doors as setforth in Chapter 33 shall have cylinder dead-bolt locks which shall be cpenable without the use of key, special effort, or knowledge. In Group B occupancies, a double .cylinder dead-bolt lock may be used on the main exit door if thee_ is a readily - visible, durable sign on, or adjacent, to the door stating, "this door to remain unlocked during business hours." The sign shall be in letters not less than 1 inch high on contrasting background. When unlocked the single door and both leaves of a pair of doors shall be free to swing without operation of any latching device. Doors which are not exit doors shall have the _nactive leaf secured with flush-bolts at the top and bottoms. The bolts shall be hardened steel 1/4" minimum diameter and shall engage a metal strike plate to, a minimum depth of 3/8 inch. The dead bolts shall be hardened steel and shall have a minimum of a one inch throw. If the cylinder of the lock protrudes from the face of the door it shall be fitted with a cylinder ring geared so that it cannot be griped with pliers or other wrenching devices. Vehicle door, overhead doors, and sliding doors shall be secured with metal to metal locking devices which prevent the door from opening. 3. Strike olates. Strike plates for wood jambs shall be the high security type and shall be secured with a minimum of two wood screws 3" long which shall engage the door studs. 4. Jambs. Inswinging doors with wood jambs shall have rabitted jambs. The jambs on the strike side shall have solid shims above and below the strike plates and the opposite jamb shall have solid shims at the level of the strike plate. Both door studs shall be reinforced with horizontal solid blocking at the approximate height of strike. 5. Hinges. Exterior doors shall have non-removable hinge pins. 6. Sliding glass doors. Sliding glass doors shall comply with Chapter 54. Sliding glass doors shall be fitted with a locking device that shall engage the strike sufficiently to prevent its being disengaged by any possible movement of the door within the space or clearances provided for installation and operation. The bolt and strike shall be reinforced by hardened material so as to prevent their separation by pulling, prying or'similar attack. An auxiliary locking device shall be'installed on the door which may be a pin, lock, or similar device of not less than 1/4" diameter. The pin shall be of hardened Administration(415)833-5650•City Council(415)833-6605•Finance(415)833.6640•8u8dng Inspececn(415)833-6620 Code Enforcement(415)633-6620 • Engineering(415)833-6630 • Planning(415)833-6610 Police(415)833.6670 • Put5c Wor45(415)833.6630 • Recreation(415)833.6645 PAGE OF. • material and engage the metal portion of the sliding door. The primary locking device shall be operable by a keyed or code lock inside. Doors with 2 sliding panels shall be locked at the meeting rails and shall have an auxiliary locking device as described above. 8. Windows. All accessible windows which are not located at the front or main entrance side of a non-residential building shall be made secure as follows: a) Sliding glass windows shall be secured on the inside with a locking device capable of Withstanding prying or wrenching. An auxiliary lock shall be installed on each sliding window that prevents movement in the sliding track. b) Louvered windows shall not be used within eight feet of ground level, adjacent structures, or fire escapes. c) Casement type windows shall be secured with a metal to metal locking device - contacting both frames of the window at the meeting edge. Auxiliary locks such as a pin that penetrates both frame structures shall be installed on casement and double hung windows. d) Windows shall not be located within 40 inches of the locking device of any door not located on the main entrance side of the non-residential building unless the windows are glazed with 1/4" tampered glass. 9. Openable transoms. All exterior openable transoms exceeding E x 12 which are not located on the front or main entrance side of a non-residential building shall be protected with a steel grill and 1/4" minimum bars not more than 2" on center or by a screen with 1/8" diameter wire mesh not core than 2"`oncenter mounted on the inside. 9. Roof openings. All skylights on the roof of a non-residential building shall be protected by: a) Iron bars 1/2 inch minimum diameter not more than 8" on center or; • b) A screen with 1/8" diameter wire mesh not more than 2" on center. All roof access hatches of non-residential building shall be protected as follows: a) If the hatchway is of wooden material, it shall be covered on the inside with at least 16 gauge sheet steel or its equivalent attached with screws at 6" o.c.; b) The hatchway shall be secured from the inside with a slide bar or slide bolts; c) Outside hinges on all hatchway openings shall be provided with non-removable pins when using pin-type hinges. All air duct or air vent openings exceeding 8" x 12" on the roof or exterior walls of any building,or premise used for business purposes shall be secured by covering the same with'eitherof the following: ("N a) Iron bars of at least 1/2" round or 1" x 1/4" flat steel material, spaced no more than 8" o.c. apart and securely fastened. 10. Exterior ladders. Exterior ladders to the roof are not permitted. 1/90 • }n L CITY OF DUBLIN r--- WATER EFFICIENT LANDSCAPE ORDINANCE Ordinance No. : 18-92 Date of Adoption: December 14, 1992 City Of Dublin Water Efficient Landscape Ordinance INDEX SEC. Pat,. 8.20.010 PURPOSE 1 8.20.020 APPLICABILITY 1 8.20.030 DEFINITIONS 2 8.20.040 PROVISIONS FOR NEW OR REHABILITATED LANDSCAPES 6 I. Landscape Documentation Package 6 II. Elements of the Landscape Documentation Package 7 • : . Water Conservation Concept Statement 7 _ 3. The Maximum AD-?!led Water Allowance 7 C. Estimated Applied Water Use 7 D. Estimated Total Water Use 7 E. Landscape Design Play 8 1. Plant Selection and Grouping 8 2. Water Features 9 3. Landscape Design Plan Specifications F. Irritation Design Plan 9 1. v Irrigation Design Criteria 9 2. Recycled Water 10 3. Irrigation Design Plan Specifications !1 G. Irrigation Schedules 11 H. Maintenance Schedules 12 I . Landscape Irritation Audit Schedules 12 J . Grading DesignPlan 13 K. Soils 13 L. Certification 13 III. Public Education 14 A. Publications 14 B. Model Homes 14 8 .20.050 PROVISIONS FOR EXISTING LANDSCAPES 14 T . Water Management 14 II. Water Waste Prevention 13 8 .20.060 REFERENCE EVAPOTRANSPIRATION 13 APPENDIX: SAMPLE FORMS Water Conservation Concept Statement Certificate of Substantial Completion e ORDINANCE NO. 18-92 AN ORDINANCE OF THE CITY OF DUBLIN ADDING CHAPTER 8.20 PERTAINING TO WATER EFFICIENT LANDSCAPING TO THE MUNICIPAL CODE AND DECLARING THE ORDINANCE AN URGENCY ORDINANCE The City Council of the City of Dublin does ordain as follows: SECTION 1: Chapter 8.20 shall be added to the City of Dublin Municipal Code and read as follows: "Section 8.20.010: PURPOSE The purpose of this ordinance is to: (a) Reduce irrigation water consumption with no decline in the physical and visual quality of urban landscaping; (b) Establish a sufficient but flexible structure for desi_nina, and maintaining water efficient landscapes in local projects. Section 8.20.020: APPLICABILITY The requirements of this ordinance shall apply to all Building or Development permits issued after December 31, 1992, for: • (a) All new and rehabilitated landscaping for public agency projects and private development projects that require a Development and/or Building permit with new or rehabilitated landscapes that meet the criteria of Section 8.20.020, including but not limited to industrial, commercial, and recreational projects; and • (b) Developer-installed landscaping in single-family and multi-family projects; and The requirements of this ordinance do not apply to:_ (a) Homeowner-provided landscaping at existing and new single-family and multi-family projects; (b) Cemeteries; . (c) Registered historical sites;• - 1 PAGE OF��� d ems ,(d) Ecological restoration projects that do not require a permanent irrigation system; (e) Landscaping irrigated solely by reclaimed water and to which no potable pipeline exists for irrigation purposes; or (f) ...Any project with a landscaped area less than 5,000 square feet. Section 8.20.030: DEFINITIONS The words used in this ordinance have the meaning set forth as follows: (a) "anti-drain valve" or "check valve" means a valve located under a • sprinkler head to hold water in the system so it minimizes drainage from the lower elevation sprinkler heads. . --- (b) "application rate" means the depth of water applied to a given area, usually measured in inches per hour. (c) "applied water" means the portion of water supplied by the irrigation system to the landscape. (d) "automatic controller" means a mechanical or solid state timer, capable of operating valve stations to set the days and length of time of a water application. (e) "backflow prevention device" means a safety device used to prevent polluti0n or contamination of the water supply due to the reverse flew of water from the irrigation system. (f) "ce-t'f4ed landscape irrigation auditor" means an individual certified by the irrigation Association (a nationwide organization). The State of California provides training that is certified by the Irrigation Association. (g) "City" means the City of Dublin. (h) "conversion factor (0.62)" means a number that converts the maximum applied water allowance from acre-inches per acre per year to gallons per square foot per year. The conversion factor is calculated as follows: (325,851 gallons/ 43,560 square feet)/12.inches - (0.62) 325,851 gallons — one acre foot ' 43,560 square feet — one acre - 12 inches — one foot To convert gallons per year to 100-cubic-feet per year, another common billing unit for water, divide gallons per year by 748. (748 gallons — 100 cubic feet.) - 2 - . . a e (i) "Development Permit" means approval for any type of development or development project as defined in Government Code Section 65927 and 65928. (j) "District" means the Dublin San Ramon Services District. (k) "ecological restoration project" means a project where the site is intentionally altered to establish a defined, indigenous, historic ecosystem. (1) "emitter" means drip irrigation fittings that deliver water slowly from the system to the soil. (m) "established landscape" means the point at which plants in t.he landscape have developed roots into the soil adjacent to the root ball. plant "establishment period" means the first year after installing the in the landscape. (o) "Estimated Applied Water Use" means the portion of the Estimated Total Water Use that is derived from applied water. The Estimated Applied Water Use shall not exceed the Maximum Applied Water Allowance. The Estimated Applied Water Use may be the sum of the water recommended through the irrigation schedule, as referenced in Section 8.20.040 (II) (c). (p) "Estimated Total Water Use" means the annual total amount of water estimated to be needed to keep the plants in the landscaped area healthy. It is based upon such factors as the local evapotranspiration rate, the size of the landscaped area, the types of plants, and the efficiency of the irrigation system as described in Section 8.20.040 (II) (d). (q) "ET adjustment factor" means a factor of 0.8, that, when applied to reference evapotranspiration, adjusts for plant factors and ; ration efficiency, two major influences upon the amount of water that needs to be applied to the landscape. A combined plant mix with a site-wide average of 0.5 is the basis of the plant factor portion of this calculation. The irrigation efficiency for purposes of the ET Adjustment Factor is 0.625. Therefore, the ET Adjustment Factor (0.8) — (0.5/0.625). • (r) "evapotranspiration" means the quantity of water evaporated from adjacent soil surfaces and transpired by plants during a specific time. (s) "flow rate" means the rate at which water flows through pipes and valves (gallons per minute or cubic feet per second). (t) "hydrozone" means a portion of the landscaped area having plants with similar water needs that are served by a valve or set of valves with the same schedule. A hydrozone may be irrigated or non-irrigated. For (� n:J �. L 3 _ Fi;c:� /1 d example, a naturalized area planted with native vegetation that will not need supplemental irrigation once established is a non-irrigated hydro-zone. (u) "infiltration rate" means the rate of water entry into the soil expressed as a depth of water per unit of time (inches per hour). (v) "irrigation efficiency" means the measurement of the amount of water beneficially used divided by the amount of water applied. Irrigation efficiency is derived from measurements and estimates of irrigation system characteristics and management practices. The minimum irrigation efficiency for purposes of this ordinance is 0.625. Greater irrigation efficiency can be expected from well designed and maintained systems. (w) "landscape irrigation audit" means a process to perform site inspections, evaluate irrigation systems, and develop efficient irriEation schedules. (x) "landscaped area" means the entire parcel less the buildinE footprint, driveways, non-irrigated portions of parking lots, bards:apes - such as decks and patios, and other non-porous areas. Water features are included in the calculation of the landscaped area. Areas dedicated to edible plants, such as orchards or vegetable gardens are not included. (y) "lateral line" means the water delivery pipeline that supplies water to the emitters or sprinklers from the valve. (z) "main line" means the pressurized pipeline that delivers water from the water source to the valve or outlet. (ea) "Maximum Applied Water Allowance" means, for design purposes, the upper limit of annual applied water for the established landscaped area as specified in Section 8.20.040 (II) (b). It is based upon the area's reference evapotranspiration, the ET Adjustment Factor, and the size of the landscaped area. The Estimated Applied Water Use shall not exceed the Maximum Applied Water Allowance. (bb) "mulch" means any material such as leaves, bark, straw or other mat =ls left loose and applied to the soil surface for the beneficial purpose of reducing evaporation. (cc) "operating pressure" means the pressure at which a system of sprinklers is designed to operate, usually indicated at the base of a sprinkle_. • (dd) "overhead sprinkler irrigation systems" means those with high flow rates (pop-ups, impulse sprinklers, rotors, etc.) (ee) "overspray" means the water which is delivered beyond the landscaped area, wetting pavements, walks, structures, or other non-landscaped areas. - 4 - e'N es (ff) "permit" means a Building or Development permit for a project which, as part of its scope, involves the installation of new landscaping or rehabilitating an existing landscape. (gg) "plant factor" means a factor that, when multiplied by reference evapotranspiration, estimates the amount of water used by plants. For purposes of this ordinance, the average plant factor of low water using plants ranges from 0 to 0.3, for average water using plants the range is 0.4 to 0.6, and for high water using plants the range is 0.7 to 1.0. (hh) "rain sensing device" means a system which automatically shuts off the irrigation system when it rains. (ii) "record drawing" or "as-builts" means a set of reproducible drawings which show significant changes in the work made during construction and which are usually based on drawings marked up in the field and other data furnished by the contractor. (jj) "recreational area" means areas of active play or recreation such as sports fields, school yards, picnic grounds, or other areas with intense foot (kk) "recycled water," "reclaimed water," or "treated sewage effluent water means treated or recycled waste water of a quality suitable for nonpotable uses such as landscape irrigation; not intended for human. consumption. (11) "reference evapotranspiration" or "ETo" means a standard r..= =^ -rent o= environmental parameters which affect the water use of plants. ITo is given in inches per day, month, or year as represented in Section. 8.20.060, and is an estimate of the evapotranspiration of a large field of four- to seven-inch tall, cool-season grass that is well Reference evapotranspiration is used as the basis of determining the Maximum Applied Water Allowances so that regional differences ir. climate can be accommodated. (mm) "rehabilitated landscape" means any relandscaping project that requires a permit. (nn) "runoff" means water which is not absorbed by the soil or landscape to which it is applied and flows from the area. For example, runoff may result from water that is applied at too great a rate (application rate exceeds infiltration rate) or when there is a severe slope. (oo) "soil moisture sensing device" means a device that measures the amount of water in the soil. (pp) "soil texture" means the classification of soil based on the percentage of sand, silt, and clay in the soil. (qq) "sprinkler head" means a device which sprays water through a nozzle. • - 5 - • d e (rr) "static water pressure" means the pipeline or municipal water supply pressure when water is not flowing. • (ss) "station" means an area served by one valve or by a set of valves that operate simultaneously. (tt) "turf" means a surface layer of earth containing mowed grass with. its roots. Annual bluegrass, Kentucky bluegrass, Perennial ryegrass, Red fescue, and Tall fescue are cool-season grasses. Bermudagrass, Kikuyu- grass, Seashore paspalum, St. Augustinegrass, Zoysiagrass, and Buffalo grass are warm-season grasses. (uu) "valve" means a device used to control the flow of water in the irrigation system. (vv) "water conservation concept statement" means a one-page checklist and narrative summary of the project as shown in Section 8.20.040 (II). Section 8.20.040: PROVISIONS FOR NEW OR REHABILITATED LANDSCAPES I. LANDSCAPE DOCUMENTATION PACKAGE (a) A copy of the landscape documentation package conforming to this chapter shall be submitted to the City. No Development or Building permit shall be issued until the City reviews and approves the landscape documentation package. (b) A copy of the approved landscape docume....«ion package shall be provided to the property owner or site manager along with the record drawings and any other information normally forwarded to the property owner or site manager. (c) A copy of the Water Conservation Concept Statement and the Certificate of Substantial Completion shall be sent by the project manager to the City and to the local retail water purveyor, the Dublin San. Ramon Services District, prior to the final sign-off of the permit by the City. (d) Each landscape documentation package shall include the following elements, which are described in Section 8.20.040 (II): (1) Water Conservation Concept Statement -. (2) Calculation of the Maximum Applied Water Allowance (3) Calculation of the Estimated Applied Water Use (4) Calculation of the Estimated Total Water Use (5) Landscape Design Plan (6) Irrigation Design Plan (7) Irrigation Schedules (8) Maintenance Schedule (9) Landscape Irrigation Audit Schedule (10) Grading Design Plan (11) Soil Analysis (if applicable) �(R^g 56/�.�„-Y - 6 - (12) Certificate of Substantial-Completion. (To be submitted after installation of the project). II. ELEMENTS OF LANDSCAPE DOCUMENTATION PACKAGE A. Water Conservation Concept Statement Each landscape documentation package shall include a cover sheet, referred to as the Water Conservation Concept Statement. The City will provide a.sample statement. It shall serve as a checklist to verify that the elements of the landscape documentation package have been completed and have a narrative summary of the project. B. The Maximum Applied Water Allowance (1) A. project's Maximum Applied Water Allowance shall be calculated using the following formula: MAWA — (ETo) (0.8) (LA) (0.62) where: a Maximum Applied Water Allowance (gallons per year) ETo = Reference Evapotranspiration (inches per year) 0.8 — ET Adjustment Factor LA = Landscaped Area (square feet) 0.62 = conversion factor (to gallons per square foot) (2) Portions of landscaped areas in public and private projects such as parks, playgrounds, sports fields, golf courses, or school yards where turf provides a playing surface or serves other recreational purposes are considered recreational areas anO may require water in addition to the Maximum Applied Water Allowance. A statement shall be included with the landscape design plan, designating recreational areas to be used for such purposes and specifying any needed amount of additional water above the Maximum Applied Water Allowance. • C. Estimated Applied Water Use (1) The Estimated Applied Water Use shall not exceed the Maximum Applied Water Allowance. (2) A calculation of the Estimated Applied Water Use shall be submitted with the Landscape Documentation Package. It may be calculated by summing the amount of water recommended in the irrigation schedule. D. Estimated Total Water Use (1) A calculation of the Estimated Total Water Use shall be submitted with the Landscape Documentation Package. The Estimated Total Water Use may be calculated by summing the amount of water • - 7 - e recommended in the irrigation schedule or calculate from the following formula: The Estimated Total Water Use for the entire landscaped area equals the sum of the Estimated Water Use of all hydrozones in that landscaped area. EtU (hydrozone) - (ETo) (PF) (HA) (.62) (If) EWU (hydrozone) - Estimated Water Use (gallons per year) ETo -Reference Evapotranspiration (inches per year) PF - plant factor HA - hydrozone area (square feet) (.62) - conversion factor IE - irrigation efficiency E. Landscape Design Plan A landscape design plan meeting the following requirements shall be submitted as part of the landscape documentation package. (1) Plant Selection and Grouping (a) Any plants may be used in the landscape, providing the Estimated Applied Water Use recommended does not exceed the Maximum Applied Water Allowance and that the plants meet the specifications set forth in (b), (c), (d), and (e). (b) This Ordinance adopts by reference the plants listed in Water Conservine Plants and Landscapes for the Bav Area published by the East Bay Municipal Utility District, and for determining water usage, the plants listed in the WUCOLS PROJECT (Water Use Classification of Landscape Species) developed by the University of California Cooperative Extension. (c) Plants having similar water use shall be grouped together in 1 distinct hydrozones. (d) Plants shall be selected appropriately based upon their adaptability to the climatic, geologic, and topographical conditions of the site. Protection and preservation of native species and natural areas is encouraged. The planting of trees is encouraged wherever it is consistent with the other provisions of this ordinance. (e) Fire prevention needs shall be addressed in areas that are fire prone. Information about fire prone areas and appropriate landscaping for fire safety is available from the Dougherty Regional Fire Authority or the California Department of Forestry. nf^:CE .OIQ - B - • e e e% (2) Water Features (a) Recirculating water shall be used for decorative water features. (b) Pool and spa covers are encouraged. (3) Landscape Design Plan Specifications The.landscape design plan shall be drawn on project base sheets at a scale that accurately and clearly identifies: (a) Designation of hydrozones. (b) Landscape materials, trees, shrubs, groundcover, turf, and other vegetation. Planting symbols shall be clearly drawn • and plants labeled by botanical name, common name, container size, spacing, and quantities of each group of plants indicated. (c) Property lines and street names. (d) Streets, drive =ys, walkways, and other paved areas. (e) Pools, ponds, water features, fences, and retaining walls. (f) Existing and proposed buildings and structures including elevation view if applicable. (g) Natural features including but not limited to rock outcroppings, existing trees, shrubs that will remain. (h) Tree staking, plant installation, soil preparation details, and any other applicable planting and installation details. (i) A calculation of the total landscaped area in relation to the project site and a calculation of total turf area in • relation to the landscaped area. (j) Designation of recreational areas. F. Irrigation Design Plan An irrigation design plan meeting the following conditions shall be submitted as part of the Landscape Documentation Package. (1) irrigation Design Criteria (a) Runoff and Oversoray. Soil types and infiltration rate shall be considered when designing irrigation systems.' All irrigation systems shall be designed to avoid runoff, low head drainage, overspray, or other similar conditions where water flows onto adjacent property, non-irrigated areas, 9• rAP-7 (fii r,71 q n es walks, roadways, or structures. Proper irrigation equipment • and schedules, including features such as repeat cycles, shall be used to closely match application rates to infiltration rates therefore minimizing runoff. Special attention shall be given to avoid runoff on slopes and to avoid overspray in planting areas with a width less than ten feet, and in median strips. No overhead sprinkler irrigation systems shall be installed in median strips less than ten feet wide. (b) Irrigation Efficiency. For the purpose of determining the maximum applied water allowance, irrigation efficiency is assumed to be 0.625. Irrigation systems shall be desi ned, maintained, and managed to meet or exceed 0.625 efficiency. (c) Eauipment. • Water Meters: Separate landscape water meters shall be installed for all projects except for single family hoes. Controllers: Automatic control systems shall be required for all irrigation systems and must be able to accommodate all aspects of the design. Valves: Plants which require different amounts of water ter shall be irrigated by separate valves. If one valve used for a given area, only plants with similar water use shall be used in that area. Anti-drain (check) valves shall be installed in strategic points to minimize or prevent low- head drainage. Sprinkler Heads: Heads and emitters shall have consistent application rates within each control valve circuit. Sprinkler heads shall be selected for proper area cove.._=, application rate, operating pressure, adjustment capability and ease of maintenance. Rain Sensing Override Devices: Rain sensing override devices are recommended for all irrigation systems. Soil Moisture Sensing Devices: It is recommended that soil moisture sensing devices be considered where appropriate. (2) Recycled Water (a) The installation of recycled water irrigation systems (dual distribution systems) shall be required to allow for the current and future use of recycled water, unless a written exemption has been granted as described in the following section (2)(b). - 10 - r"1 e•N (b) Irrigation systems shall make use of recycled water unless a • written exemption has been granted by the District, stating that recycled water meeting all health standards is not available and will not be available in the foreseeable future for this particular site. (c) The recycled water irrigation systems shall be designed and operated in accordance with all local and state codes. (3) Irrigation Design Plan Specifications Irrigation systems shall be designed to be consistent with' hydrozones. The irrigation design plan shall be drawn on project base sheets. It shall be separate from, but use the same format as, the landscape design plan. The scale shall be the same as that used for the landscape design plan described in Section 8.20.040 (II) (a)• _The irrigation design plan shall accurately and clearly identify: (a) • Location and size of separate water meters for the landscape, if applicable. (b) Location, type, and size of all components of the _ t system, including automatic controllers, main and lateral lines, valves, sprinkler heads, moisture sensing devices, rain switches, quick couplers, and backflow prevention devices. (c) Static water pressure at the point of connection to the . public water supply. (d) Flow rate (gallons per minute), application rate (inches per hour), and design operating pressure (psi) for each station. • (e) Recycled water irrigation systems as specified in the Section 8.20.040 (II) (f) (2). G. Irrigation Schedules Irrigation schedules satisfying the following conditions shall be submitted as part of the Landscape Documentation Package. (1) An annual irrigation program with monthly irrigation schedules shall be required for the plant establishment period, for the established landscape, and for any temporarily irrigated areas. (2) The irrigation schedule shall: PAGE. 11 (a) include run time (in minutes per cycle), suggested number of • cycles per day, and frequency of irrigation for each station; and (b) provide the amount of applied water (in hundred cubic feet, gallons, or in whatever billing units the District uses) recommended on a monthly and annual basis. (3) The total amount of water for the project shall include water designated in the Estimated Total Water Use calculation plus water needed for any-.cater features, which shall be considered as a high water using hydrozone. (4) Recreational areas designated in the landscape design plan shall be highlighted and the irrigation schedule shall indicate if amy additional water is needed above the Maximum Atplied Water __ Allowance because of high plant `actors (but not due to inefficiency.) (5) Whenever possible, irrigation scheduling shall incorporate the use of evapotranspiration data such as those from the California Irrigation Management Information System (CIMIS) weather stations to apply the appropriate levels of water for different climates. (6) Whenever possible, landscape irrigation shall be scheduled between 9:00 p.m. and 7:00 a.m. to avoid irrigating during times of hi_h wind or high temperature. H. Maintenance Schedules A regular maintenance schedule satisfying the following conditions shall be submitted as part of the Landscape Documentation package: (1) Landscapes shall be maintained to ensure water efficiency. A regular schedule shall include but not be limited to checking, adjusting, and repairing irrigation equipment; resetting the automatic controller; aerating and dethatching turf areas; replenishing mulch; fertilizing; pruning, and weeding in all landscaped areas. (2) Whenever possible, repair of irrigation equipment shall be done with the originally specified materials•or their equivalents. I. Landscape Irrigation Audit Schedules A schedule of landscape irrigation audits, for all but single family residences, satisfying the following conditions shall be submitted to the City as part of the Landscape Documentation Package. (1) At a minimum, audits shall be in accordance with the State of California Landscape Water Management Program as described in the Landscape' rrigation Auditor Handbook, the entire document, which is hereby incorporated by reference. (See Landscape Irrigation mykia:1 • 12 7 �1 /1 Auditor Handbook (June 1990)_version 5.5 (formerly Master Auditor • Training)), or as may be updated. (2) The schedule shall provide for landscape irrigation audits to be conducted by State-certified landscape irrigation auditors at least once every five years and submitted to the local water purveyor, the Dublin San Ramon Services District. J. Grading Design Plan • Grading design plans satisfying the following conditions shall be submitted as part of the Landscape Documentation Package. (1) A grading design plan shall be drawn on project base sheets. It shall be separate from but use the same format as the landscape design plan. (2) The grading desgn plan shall indicate finished configurations and elevations of the landscaped area, including the ght of graded slopes, drainage patterns, pad elevations, and finish grade. K. Soils li (1) A soil analysis for projects with landscaping over 20,000 square feet (SF) satisfying conditions (a),(b), and (c) shall be prepared by a licensed soils labor analyst and shall be suhn coed as parr of the Landscape Documentation Package. (a) Determination of soil texture, indicating the percentage of organic matter. (b) An approximate soil infiltration rate (either measured or derived from soil texture/infiltration rate tables). A range of infiltration rates shall be noted where appropriate. (c) Measure of pH, and total soluble salts. (2) For projects with landscaping under 20,000 SF (unless a soils analysis has been undertaken), soil shall be amended using six (5) cubic yards (CY) of nitrified soil conditioner per 1,000 SF incorporated into the top six (6) inches of soil. (3) A mulch of at least three inches shall be applied to all planting areas except turf. - L. Certification (1) Upon completing the installation of the landscaping and the irrigation system, an irrigation audit shall be conducted by a certified landscape irrigation auditor prior to the final field observation. (See Landscape Irrigation Auditor Handbook as referenced,,in Section 8.20.040 (II) (i).) - 13 - r1 n d s (2) A licensed landscape architect or contractor, certified irrigation • designer, or other licensed or certified professional in a related field shall conduct a final field observation and, prior to occupancy of the building or establishment of use of property, shall provide a certificate of substantial completion to the City. The certificate shall specifically indicate that plants were installed as specified, that the irrigation system was installed as designed, and that an irrigation audit has been performed, along with a list of any observed deficiencies. (3) Certification shall be accomplished by completing a Certificate of Substantial Completion and delivering it to the City, to the retail water supplier, and to the Owner of Record. The City will provide a sample certificate form. III. PUBLIC EDUCATION A. Publications. Information about the efficient use of landscape water is available to water users throughout the community from the District. B. Model Homes. At least one model home that is landscaped in each project consisting of eight or more homes shall demonstrate via signs and _nfcrmation the principles of water efficient landscapes described in this ordinance. 1. Signs shall be used to identify the model as an example of a water efficient landscape and featuring elements such as hydrozones, irrigation equipment and others which contribute to the overall water efficient theme. 2. Information shall be provided by the project developer about designing, installing, and maintaining water efficient landscapes. Section 5.20.050: PROVISIONS FOR EXISTING LANDSCAPES I. WATER MANAGEMENT • • All existing landscaped areas in the City that are one acre or more, including golf courses, green belts, common areas, multi-family.housing, businesses, parks, cemeteries, and publicly owned landscapes shall perform a landscape irrigation audit at the property owner's request at least every five years. At a minimum, the audit shall be in accordance with the California Landscape Water Management Program as described in the Landscape Irrigation Auditor Handbook, the•entire document which is hereby incorporated by reference. (See Landscape Irritation Auditor-Handbook, Dept. of Water Resources, Water Conservation Office (June 1990) version 5.5, or as may be updated.) Results shall be presented to the District for review. EL-4._k00,74 • - 14 - a . Auditor Handbook (June 1990)_version 5.5 [formerly Master Auditor • Training)), or as may be updated. (2) The schedule shall provide for landscape irrigation audits to be conducted by State-certified landscape irrigation auditors at least once every five years and submitted to the local water purveyor, the Dublin San Ramon Services District. J. Grading Design Plan Grading design plans satisfying the following conditions shall be submitted as part of the Landscape Documentation Package. (1) A grading design plan shall be drawn on project base sheets. It shall be separate from but use the same format as the landscape design plan. (2) The grading design plan shall indicate finished configurations and elevations of the landscaped area, including the height of graded slopes, drainage patterns, pad elevations, and finish grade. K. Soils (1) A soil analysis for projects with landscaping over 20,000 square feet (SF) satisfying conditions (a),(b), and (c) shall be prepared by a licensed soils lab or analyst and shall be submitted as part of the Landscape Documentation Package. (a) Determination of soil texture, indicating the percentage of organic matter. (b) An approximate soil infiltration rate (either measured or derived from soil texture/infiltration rate tables). A range of infiltration rates shall be noted where appropriate. • (c) Measure of pH, and total soluble salts. (2) For projects with landscaping under 20,000 SF (unless a soils analysis has been undertaken), soil shall be amended using six (6) cubic yards (CY) of nitrified soil conditioner per 1,000 SF • incorporated into the top six (6) inches of soil. (3) A mulch of at least three inches shall be applied to all planting areas except turf. L. Certification (1) Upon completing the installation of the landscaping and the irrigation system, an irrigation audit shall be conducted by'a certified landscape irrigation auditor prior to the final field observation. (See Landscape Irrigation Auditor Handbook as referenced in Section 8.20.040 (II) (i).) 13 - lLi ^ (2) A licensed landscape architect or contractor, certified irrigation designer, or other licensed or certified professional in a related field shall conduct a final field observation and, prior to occupancy of the building or establishment of use of property, shall provide a certificate of substantial completion to the City. The certificate shall specifically indicate that plants were installed as specified, that the irrigation system was installed as designed, and that an irrigation audit has been performed, along with a list of any observed deficiencies. (3) Certification shall be accomplished by completing a Certificate of Substantial Completion and delivering it to the City, to the retail water supplier, and to the Owner of Record. The City will provide a sample certificate form. III. PUBLIC EDUCATION A. Publications. Information about the efficient use of landscape water is available to water users throughout the community from the District. B. Model Homes. At least one model home that is landscaped in each project consisting of eight or more homes shall demonstrate via signs and information the principles of water efficient landscapes described in this ordinance. 1. Signs shall be used to identify the model as an example of a water efficient landscape and featuring elements such as hydrozones, irrigation equipment and others which contribute to the overall water efficient theme. 2. Information shall be provided by the project developer about designing, installing, and maintaining water efficient landscapes. Section 8.20.050: PROVISIONS FOR EXISTING LANDSCAPES I. WATER MANAGEMENT • All existing landscaped areas in the City that are one ace or more, including golf courses, green belts, common areas, multi-family.housing, businesses, parks, cemeteries, and publicly owned landscapes shall perform a landscape irrigation audit at the property owner's request at least every five years. At a minimum, the audit shall be in accordance with the California Landscape Water Management Program as described in the Landscape Irrigation Auditor Handbook, the entire document which is hereby incorporated by reference. (See Lardsceme Irritation Auditor Handbook, Dept. of Water Resources, Water Conservation Office (June 1990) version 5.5, or as may be updated.) Results shall be presented to,the District for review. 1 PACE(4 O 1 - 14 - n Recognition of projects that stay within the'Maximum Applied Water Allowance is encouraged. II. WATER WASTE PREVENTION Water Waste Prevention shall fall under the authority of the District. c Section 8.20.060: REFERENCE EVAPOTRANSPIRATION in inches (Historical Data, -- extrapolated from 12-Month Normal Year ETo Maps and U.C. publication 21426): .o Ann. County City Jan. Feb. Mar. Apr. Mav Jun. Jul. Aue. Sep. Oct. Nov. Dec. ETo :n Alameda Livermore 1.2 I.5 2.9 4.4 5.9 6.6 7.4 6.4 5.3 3.2 1.5 0.9 47.2 Oakland 1.5 1.5 2.8 3.9 5.1 5.3 6.0 5.5 4.8 3.1 1.4 0.9 41.8" SECTION 2: Ureencv Ordinance: This provisions of this ordinance shall take e -- on January 1, 1993, pursuant to Government Code Section 36937 as an urgency ordinance. The urgency is based on the fact that such an ordinance is required by the State of California prior to January 1, 1993. SEECT_0N 3: Postin_ of 0rdir.ance: The City Clerk of the City of Dublin shall cause this Ordinance to be posted in at least three (3) public places in the City of Dublin in accordance with Section 36933 of the Government Code of the State of California. PASSED, APPROVED, AND ADOPTED this 14th day of December, 1992. AYES: Councilmembers Burton, Houston, Howard, Moffatt and Mayor Snyder NOES: None • ABSENT: Nona Mayor ATTEST: City(Clerk :a: a:\december\Idscpord - 15 - F':'i"c-1 r^-.�.�J.. v: ewN egs SAMPLE CERTIFICATE OF SUBSTANTIAL COMPLETION Project Site: Project Number: Project Location: Preliminary Project Documentation Submitted: (Check indicating submittal) 1. Maximum Applied Water Allowance: gallons or cubic feet/year 2. Estimated Applied Water Use: gallons or cubic feet/year 3. Estimated Total Water Use: gallons or cubic feet/year 4. Landscape Design Plan 5. Irrigation Design Plan 6. Irrigation Schedules 7. Maintenance Schedule 8. Landscape oa Audit Schedule 9. Grading Design Plan 10. Soil Analysis Post-Installation Inspection: (Check indicating substantial completion) A. Plants installed as specified B. Irrigation system installed as designed dual distribution system for recycled water minimal runoff or overspray C. Landscape Ir-+;=tion Audit performed Project submittal package and a copy of this certification have been provided to owner/manager and to Dublin San Ramon Services District. -CO`LMENTS: PAGE—A) 07 '71 eN Certificate of Substantial Completion (Cont.) Page 2 I/we certify that work has been installed in accordance with the contract documents. Contractor Signature Date State License r we I/ certify that based upon periodic site observations, the work has been substantially completed in accordance with the Water Efficient Landscape Ordinance and that the landscape planting and irrigation installation conform with the approved plans and specifications. `Landscape Architect Signature Date State License or Irrigation Designer/Consultant or Licensed or Certified Professional in a Related Field I/we certify I/we have received all of the contract documents and that it is our responsibilithat to see that the project is maintained in accordance with the contract documents. Owner Signature Date • PACE ..41 t `i.rr,. 0"W1621 CITY OF DUBLIN -- --- -- -- -- �/I P.O. Box 2340, Dublin, California 94568 City Offices. 100 Civic Plaza. Dublin, Caiifcr-pa 94568 CITY OF DUBLIN NON-RESIDENTIAL SECURITY REQUIREMENTS City Ordinance No. 21-89 1988 Building Code Section 4101 1. Doors. Exterior doors which are located at the rear, or side, or away from the primary entrance shall be solid doors with no glazing and shall be installed in metal frames . Exterior wood doors shall be solid wood construction 1 3/4" thick or hollow metal doors. 2. Locking devices. Exterior swinging doors which are exit doors as setforth in Chapter 33 shall have cylinder dead-bolt locks which shall be openable without the use of key, special effort, or knowledge. In Group B occupancies, a double cylinder dead-bolt lock may be used on the main exit door if there is a readily visible, durable sign on, or adjacent, to the door stating, "this door to remain unlocked during business hours." The sign shall be in letters not less than 1 inch high on contrasting background. When unlocked the single door and both leaves of a pair of doors shall be free to swing without operation of any latching device. Doors which are not exit doors shall have the inactive leaf secured with flush-bolts at the top and bottoms. The bolts shall be hardened steel 1/4" minimum diameter and shall engage a metal strike plate to, a minimum depth of 3/8 inch. The dead bolts shall be hardened steel and shall have a minimum of a one inch throw. If the cylinder of the lock protrudes from the face of the door it shall be fitted with a cylinder ring geared so that it cannot be griped with pliers or other wrenching devices. - Vehicle door, overhead doors, and sliding doors shall be secured with metal to metal locking devices which prevent the door from opening. 3. Strike plates. Strike plates for wood jambs shall be the high security type "and shall be secured with a minimum of two wood screws 3" long which shall engage the door studs. 3111111 4. Jambs . Inswinging doors with wood jambs shall have rabitted jambs. The jambs on the strike side shall have solid shims above and below the strike plates and the opposite jamb shall have solid shims at the level of the strike plate. Both door studs shall be reinforced with horizontal solid blocking at the approximate height of strike. 5. Hinges. Exterior doors shall have non-removable hinge pins. 2 PR6. Sliding glass doors. Sliding glass doors shall comply with Chapter 54. Sliding glass doors shall be fitted with a locking device that shall engage the strike sufficiently to prevent its being disengaged by any possible movement of the door within the space or clearances provided for installation and operation. The bolt and strike shall be reinforced by hardened material so as to prevent their separation by pulling, prying or similar attack. An auxiliary CC) locking device shall be 'installed on the door which may be a pin, lock, or similar device of not less than 1/4" diameter. The pin shall be of hardened Administration (415) 833-6650 • City Council (415) 833-6605 • Finance (415) 833-6640 • Building Inspection (415) 833-6620 ne, l , ��� co Code Enforcement (415) 833.6620 • Engineering (415) 833-6630 • Planning (415) 833-6610 et Police (415) 833-6o%0 • Public Works (415) 833-6630 • Recreation (a.o) 833-6645 J'tCE�01 /1 /'1 material and engage the metal portion of the sliding door. The primary locking device shall be operable by a keyed or code lock inside. Doors with 2 sliding panels shall be locked at the meeting rails and shall have an auxiliary locking device as described above. 8. Windows. All accessible windows which are not located at the front or main entrance side of a non-residential building shall be made secure as follows: a) Sliding glass windows shall be secured on the inside with a locking device capable of withstanding prying or wrenching. An auxiliary lock shall be installed on each sliding window that prevents movement in the sliding track. b) Louvered windows shall not be used within eight feet of ground level, adjacent structures, or fire escapes. c) Casement type windows shall be secured with a metal to metal locking device contacting both frames of the window at the meeting edge. Auxiliary locks such as a pin that penetrates both frame structures shall be installed on casement and double hung windows. d) Windows shall not be located within 40 inches of the locking device of any door not located on the main entrance side of the non-residential building unless the windows are glazed with 1/4" tempered glass. 9. Openable transoms. All exterior openable transoms exceeding 8 x 12 which are not located on the front or main entrance side of a non-residential building shall be protected with a steel grill and 1/4" minimum bars not more than 2" on center or by a screen with 1/8" diameter wire mesh not more than 2" on center mounted on the inside. 9. Roof openings. All skylights on the roof of a non-residential building shall be protected by: a) Iron bars 1/2 inch minimum diameter not more than 8" on center or; b) A screen with 1/8" diameter wire mesh not more than 2" on center. All roof access hatches of non-residential building shall be protected as follows: a) If the hatchway is of wooden material, it shall be covered on the inside with at least 16 gauge sheet steel or its equivalent attached with screws at 6" o.c.; b) The hatchway shall be secured from the inside with a slide bar or slide bolts; c) Outside hinges on all hatchway openings shall be provided with non-removable pins when using pin-type hinges. All air duct or air vent openings exceeding 8" x 12" on the roof or exterior walls of any building o,r premise used for business purposes shall be secured by covering the same with eitherof the following: 7 '�I en4 3 r1'T a) Iron bars of at least 1/2" round or 1" x 1/4" flat steel material, spaced no more than 8" o.c. apart and securely fastened. 10. Exterior ladders . Exterior ladders to the roof are not permitted. 1/90 - CALIFORNIA •• PACIFIC HOMES 11111111111111 December 2, 1994 Mr, Roger Mahany Valley Christian Center 11883 Dublin Boulevard, Suite A-140 Dublin, CA 93548 RE: Secondary Emergency Access Across Hansen Ranch Dear Mr. Mahany: This letter is being provided in connection with your upcoming Planning Commission hearing for expansion of the school facilities on the Valley Christian Center property. California Pacific Homes has no objection to allowing the City of Dublin Fire Department emergency access across its Hansen Ranch property (subject to an appropriate hold harmless agreement from the Fire Department). When Phase I of our planned development is built, the Fire Department will be able to obtain secondary emergency access across the public street which will be built pursuant to our existing project approvals. If for any reason we should seek to amend these approvals, which amendment would impact the planned access between Silvergate Drive and the Valley Christian Center property, we will be happy to work with the Valley Christian Center and the Fire Department to ensure a means of secondary emergency access remains across the Hansen Ranch property I hope this is responsive to your inquiry. If you have any further questions, please do not hesitate to contact me. Very truly yours, TJy . Slavin President JAS/Is H60394 s M: Oicpc Ck10.1 t1,\k5 C4 • I Civic Yuan,SUITE 300 NF.WPORT REACH,CALIFORNIA 92660 714/721-2770 rAE 714/644-4293 CITY OF DUBLIN SITE DEVELOPMENT REVIEW STANDARD CONDITIONS All projects approved by the City of Dublin shall meet the following standard conditions unless specifically exempted by the Planning Department. 1. Final building and site development plans shall be reviewed and approved by the Planning Department staff prior to the issuance of a building permit. All such plans shall insure: r ential rity a. establishedrd byctheercial DublinoPolicedDepartmentuare requirements as That provided. b. That ramps, special parking spaces, signing, and other appropriate physical features for the handicapped, are provided throughout the site for all publicly used facilities. c. That continuous concrete curbing is provided for all parking stalls. d. That exterior lighting of the building and site is not directed onto adjacent properties and the light source is shielded from direct offsite viewing. e. That all mechanical equipment, including electrical and gas meters, is architecturally screened from view, and that electrical transformers are either undergrounded or architecturally screened. f. That all trash enclosures are of a sturdy material (preferably masonry) and in harmony with the architecture of the building(s). g. That all vents, gutters, downspouts, flashings, etc., are painted to match the color of adjacent surface. h. That all materials and colors are to be as approved by the Dublin. Planning Department. Once constructed or installed, all improvements are to be maintained in accordance with the approved plans. Any changes which affect the exterior character shall be • resubmitted to the Dublin Planning Department for approval. i. That each parking space designated for compact cars be identified with a pavement marking reading "Small Car Only" or its equivalent, and additional signing be provided if necessary. j. That all exterior architectural elements visible from view and not detailed on the plans be finished in a style and in materials in harmony with the exterior of the building. k. That all other public agencies that require review of the project be supplied with copies of the final building and site plans and that compliance be obtained with at least their minimum Code requirements. /- � 4 a 2. Final landscape plans, irrigation system plans, tree preservation techniques, and guarantees, shall be reviewed and approved by the Dublin Planning Department prior to the issuance of the building permit. All such submittals shall insure: a. That plant material is utilized which will be capable of healthy growth within the given range of soil and climate. b. That proposed landscape screening is of a height and density so that it provides a positive visual impact within three years from the time of planting. c. That unless unusual circumstances prevail, at least 75% of the proposed trees on the site are a minimum of 15 gallons in size, and at least 50% of the proposed shrubs on the site are minimum of 5 gallons in size. d. That a plan for an automatic irrigation system be provided which assures that all plants get adequate water. In unusual circumstances, and if approved by Staff, a manual or quick coupler system may be used. e. That concrete curbing is to be used at the edges of all planters and paving surfaces. f. That all cut and fill slopes in excess of 5 feet in height are rounded both horizontally and vertically. g. That all cut and fill slopes graded and not constructed on by September 1, of any given year, are hydroseeded with perennial or native grasses and flowers, and that stock piles of loose soil existing on that date are hydroseeded in a similar manner. h. That the area under the drip line of all existing oaks, walnuts, etc., which are to be saved are fenced during construction and grading operations and no activity is permitted under them that will cause soil compaction or damage to the tree. i. That a guarantee from the owners or contractors shall be required guaranteeing all schrubs and ground cover, all trees, and the irrigation system for one year. j. That a permanent maintenance agreement on all landscaping will be required from the owner insuring regular irrigation, fertilization and weed abatement. 3. Final inspection or occupancy permits will not be granted until all construction and landscaping is complete in accordance with approved plans and the conditions required by the City.