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2014/04/08 City Council Resolution 2014-035RESOLUTION NO. 2014 -035 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVING A TENTATIVE MAP TO ALLOW THE SUBDIVISION OF PROPERTY LOCATED SOUTH OF KEISER AVENUE, WEST OF PETALUMA HILL ROAD, AND NORTH OF ROHNERT PARK EXPRESSWAY (APN 045- 262 -001 THROUGH -004,047-131-019, AND 047 - 131 -024 AND -025) WHEREAS, the applicant, University District LLC, filed Planning Applications proposing a General Plan Amendment (PL2012 -043), Specific Plan revision (PL2012 -044), Tentative Map (PL2013 -009), Tentative Parcel Map (PL2012 -047), Development Agreement (PL2012 -048), and related applications and approval of an Addendum to the Final Environmental Impact Report ( "EIR ") (PL2012 -045) in connection with the proposed University District Specific Plan ( "UDSP ") Project located south of Keiser Avenue, west of Petaluma Hill Road, and north of Copeland Creek (APNs 045- 253 -007, 045- 253 -009 through -012, 045 -253- 018, 045- 262 -001 through -004, 047 - 131 -019, and 047 -131 -024 through -027 (the "Project "), in accordance with the City of Rohnert Park Municipal Code ( "RPMC "); and WHEREAS, in conjunction with Application No. PL2013- 009TM, the applicant prepared a tentative map for the University District Vast Oak property located south of Keiser Avenue, west of Petaluma Hill Road, and north of Rohnert Park Expressway (APN 045- 262 -001 through -004, 047 - 131 -019, and 047 -131 -024 and -025), as provided in the Proposed Tentative Map attached to this Resolution as Exhibit A; and WHEREAS, on March 13, 2014, the Planning Commission held a public hearing at which time interested persons had an opportunity to testify either in support or opposition to the proposal; and WHEREAS, at the March 13, 2014 hearing, the Planning Commission reviewed and considered the information contained in Planning Application No. PL2013 -009TM for the proposed Tentative Map for the property and recommended its approval to the City Council; and WHEREAS, the City Council has reviewed and approved the Addendum to the EIR prepared for the Project; and has otherwise carried out all requirements for the Project pursuant to the California Environmental Quality Act ( "CEQA "); and WHEREAS, pursuant to California State Law and the RPMC, public hearing notices were mailed to all property owners within an area exceeding a three hundred foot radius of the subject property and a public hearing was published for a minimum of 10 days prior to the first public hearing in the Community Voice; and WHEREAS, on April 8, 2014, the City Council held a public hearing at which time interested persons had an opportunity to testify either in support or opposition to the proposal; and WHEREAS, the City Council reviewed and considered the information contained in Planning Application No. PL2013 -009TM for the proposed Tentative Map for the property; and 2014 -035 NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Rohnert Park makes the following findings, determinations and recommendations with respect to the proposed Tentative Map for the property: Section 1. The above recitations are true and correct. Section 2. The City Council approved the Addendum to the Final EIR for this Project in Resolution No. 2014 -032, approved on April 8, 2014 concurrently with the City Council's approval of this Resolution. Section 3. Findings Regarding Tentative Map. The City Council, in approving Planning Application No. PL2013- 009TM, hereby makes the following findings concerning the Tentative Map pursuant to Government code section 66474: 1. The proposed map, and its design and improvements, are consistent with the general plan and any applicable specific plan, any policy or guideline implementing the general plan (including the city's design guidelines), or other applicable provisions of this code. Criteria Satisfied. The proposed Tentative Map is consistent with the General Plan designations for the area, as well as the specific plan that applies to the property. The proposed Tentative Map will implement the General Plan in that it would increase the City's existing housing stock and provide affordable housing units. The Tentative Map will comply with the goals and policies of the City's Housing Element by complying with the City's inclusionary housing ordinance. It will also develop the property with a mixed use component that is consistent with the goals and objectives of the General Plan for this area. The proposed Tentative Map is consistent with the revised University District Specific Plan as it proposes to subdivide the property according to its requirements related to number of residential units, density, housing type, housing location, public improvements, open space and related amenities. The Tentative Map depicts the specific residential lots and uses consistent with those in the Specific Plan. Further, the mixed use area, park and detention basin and planned roadways as shown on the Tentative Map are in the same configuration as the specific plan. The proposed Tentative Map has been designed to meet City standards which provide satisfactory pedestrian and vehicular circulation, including emergency vehicle access and on site improvements, such as streets, utilities, and drainage facilities have been designed and are conditioned to be constructed in conformance with City standards. 2. The site is physically suitable for the type of development. Criteria Satisfied. The Tentative Map reflects the specific plan for this site, which is physically suitable for the proposed development. No major geologic hazards have been reported on the site or other limited conditions that would render it unsuitable for residential and commercial development. 2014 -035 3. The site is physically suitable for the proposed density of development. Criteria Satisfied. The site is of sufficient size and shape and appropriately shown in the Specific Plan to allow the proposed density of development. The subdivision has been designed to accommodate the development of 1,033 residential units, taking into consideration the shape and topography of the site. This development is consistent with the density ranges provided for in the Specific Plan. 4. The design of the subdivision or the proposed improvements will not cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat, absent a statement of overriding conditions. Criteria Satisfied. An Environmental Impact Report (EIR) for the University District Specific Plan Project (State Clearinghouse number 2003112011) has been prepared and approved which shows potential impacts related to the development of the site with the proposed uses. No significant unavoidable impacts related to existing habitats were identified. The Final EIR for this Project includes adoption of associated CEQA Findings, Statement of Overriding Considerations, and the Mitigation Monitoring and Reporting Program. The contents of the Final EIR is incorporated herein by this reference. An Addendum to this EIR has been prepared and approved which concludes that the proposed changes to the project and the studies submitted to the City by the project applicant, the project as proposed to be changed would result in any significant effects not disclosed in the 2006 EIR. 5. The design of the subdivision or the type of improvements will not cause serious public health problems. Criteria Satisfied. The design of the project is not expected to have negative impacts on the health or well being of project residents or occupants of the surrounding land uses. The design of the Tentative Map is in conformance with the City's General Plan, Zoning Ordinance, and Subdivision Ordinance. The construction of all units on the site has been conditioned to comply with all applicable City ordinances, codes, and standards including, but not limited to, the California Uniform Building Code, the City's Ordinances relating to Stormwater runoff management and controls. In addition, the design and construction of all improvements for the subdivision has been conditioned to be in conformance with adopted City street and public works standards. The City's ordinances, codes, and standards have been created based on currently accepted standards and practices for the preservation of the public health, safety and welfare. Finally, the proposed street system throughout the subdivision will improve emergency vehicular access and in the immediate neighborhood. 6 The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property with the proposed subdivision, absent alternative, equivalent easements. 2014 -035 Criteria Satisfied. The project will respect all existing easements, and any new easements required by the project have been made conditions of the map approval. 7. Any proposed phases and their proposed sequence of construction are identified on the submitted naap. Criteria Satisfied. The phasing is shown in the specific plan, final development plan and development agreement documents Section 4. A duly noticed public hearing on the proposed Tentative Map was held on April 8, 2014. NOW, THEREFORE, BE 1T RESOLVED, that the City Council of the City of Rohnert Park does hereby approve Application No. PL2013 -009TM for a Tentative Map to allow the subdivision of property located south of Keiser Avenue, west of Petaluma Hill Road, and north of Rohnert Park Expressway (APN 045- 262 -001 through -004, 047 - 131 -019, and 047 -131- 024 and -025), subject to the recommended conditions of approval in Exhibit B, which is attached hereto and incorporated by this reference: DULY AND REGULARLY ADOPTED on this 8th day of April, 2014. ATTEST: 5 � O Anne M. Buergler, City CPerk CITY OF ROHNE T PARK 1✓ Joseph Vcallinan, Mayor BELFORTE: � U MACKENZIE: ()`-!C- STAFFORD: Irk`(U- AHANOTU: i Y " CALLINAN: AYES: ( -_ ) NOES: ( (} ) ABSENT: ( ) ABSTAIN: ( ) 2014 -035 ILL ,�sad.r��{3RiaYP� BELFORTE: � U MACKENZIE: ()`-!C- STAFFORD: Irk`(U- AHANOTU: i Y " CALLINAN: AYES: ( -_ ) NOES: ( (} ) ABSENT: ( ) ABSTAIN: ( ) 2014 -035 EXHIBIT A PROPOSED TENTATIVE MAP 2014 -035 TENTATIVE MAP UNIVERSITY DISTRICT - VAST OAK PROPERTY GENERAL NOTES 1. OWNER: NORTH BAY TITLE COMPANY AND VAST OAK PROPERTIES 500 LA GONDA WAY SUITE 500 DANVILLE, CA 94526 CONTACT: KEVIN POHLSON (925) 743 -8000 2. AGENT/ SUBDIVIDER: UNIVERSITY DISTRICT LLC. 500 LA GONDA WAY, SUITE 100 DANVILLE, CA 94526 CONTACT: KEVIN POHLSON (925) 743 -8000 3. PLANNING/ ENGINEER /SURVEYOR: MACKAY & SOMPS CIVIL ENGINEERS 5142 FRANKLIN DRIVE SUITE B PLEASANTON, CA 94588 CONTACT: JIM TEMPLETON / LISA VILHAUER (925) 225 -0690 4. GEOTECHNICAL ENGINEER: ENGEO INC. 2010 CROW CANYON PLACE, SUITE 250 SAN RAMON, CA 94583 CONTACT: JOE TOOTLE (925) 866 -9000 PROJECT REPORT NO. 5716.100.101 REVISED 12/12/12 5. BASIS OF ELEVATIONS - BENCHMARK: ON SNYDER LANE, 1000 FEET NORTH OF KEISER AVENUE IN WEST HEADWALL OF CONCRETE CULVERT; STANDARD TABLET STAMPED "6 GWM 1943 116" (RESET 1981) ELEV. 119.925 (NGVD 29) W H Q A PROPOSED MIXED - USE COMMUNITY 0 ROHNERT PARK, CALIFORNIA ch 6. BASIS OF BEARINGS: THE BEARING OF N 00 001'44" W AS SHOWN BETWEEN FOUND MONUMENTS ON THE RECORD OF SURVEY FILED IN BOOK 525 OF MAPS AT PAGES 37 -39, SONOMA COUNTY RECORDS, PET #5 TO PET #1 C/L OF PETALUMA HILL ROAD. 7. ASSESSOR'S PARCEL NUMBERS: SEE SHEET 2 8. PROPERTY ACREAGE: 226.58 ACRES 9. EXISTING LAND USES INCLUDE THE APPROVED 2006 UNIVERSITY DISTRICT SPECIFIC PLAN. PROPOSED LAND USES WILL BE BASED ON THE PROPOSED UNIVERSITY DISTRICT SPECIFIC PLAN AMENDMENT. 10. INDIVIDUAL LOT AND PARCEL SIZES ARE SHOWN ON TENTATIVE MAP SHEETS 7 -11. THE AGENT RESERVES THE RIGHT TO ADJUST LOT WIDTHS UP TO 2 FEET (SO LONG AS THEY MEET THE REQUIRED SETBACKS) AND ARE STILL IN CONFORMANCE WITH THE APPROVED MAP. FOR REFERENCE THE SMALLEST AND LARGEST FOR SALE LOTS ARE: • SMALLEST - 40'X 64' = 2,533 SF (LOT 455) • LARGEST - 89'X 189'= 20,842 SF (LOT 1017) 11. EXISTING PROPERTY USE: DRY FARMED AGRICULTURAL LAND / WETLAND RESTORATION 12. AREAS SUBJECT TO INUNDATION: ZONE AO (DEPTH 1 FOOT) PER FIRM PANEL 860 OF 1125, COVERS A PORTION Of SOUTHWESTERN CORNER OF THE PROPERTY AND ALONG HINEBAUGH CREEK. REFER TO EXISTING CONDITIONS MAP SHEET 3 FOR LIMITS OF AO ZONE AS DEFINED BY FEMA. 13. PERMANENT AND CONSTRUCTION ACCESS FOR THIS PROJECT SHALL BE FROM ROHNERT PARK EXPRESSWAY AND KEISER AVENUE. AGENT RESERVES THE RIGHT FOR FUTURE ACCESS TO THESE STREETS 14. THE APPLICANT RESERVES THE RIGHT TO FILE MULTIPLE FINAL OR PARCEL MAPS ON THE PROPERTY AS LONG AS THEY ARE IN GENERAL CONFORMANCE WITH THE APPROVED TENTATIVE MAPS. THE APPLICANT INTENDS TO DEVELOP THE PROJECT IN PHASES CONSISTENT WITH THE PROVISIONS SET WITHIN THE "AMENDED AND RESTATED DEVELOPMENT AGREEMENT." 15. UNLESS OTHERWISE SPECIFICALLY STATED IN THE CONDITIONS OF APPROVAL, LOCAL AGENCY APPROVAL OF THIS MAP SHALL CONSTITUTE AN EXPRESS FINDING THAT THE PROPOSED SUBDIVISION AND DEVELOPMENT OF THE SUBJECT PROPERTY WILL NOT UNREASONABLY INTERFERE WITH THE FREE AND COMPLETE EXERCISE OF RIGHTS DESCRIBED IN GOVERNMENT CODE SECTION 66436(a)(3)(A)(i). 16. FACE OF CURB RADII ARE 25' (MIN) AT INTERSECTION / CURB RETURNS. 17. LANDSCAPE AND FENCING DETAILS FOR THE RESIDENTIAL AND COMMERCIAL AREAS AS WELL AS THE PRIVATE HOA PARCELS WILL BE CONCEPTUALLY DETAILED WITH THE DEVELOPMENT AREA PLANS (DAP). ADDITIONALLY, THE DAP WILL PROVIDE DETAIL ON UNIT MIX, SETBACKS AND PARKING REQUIREMENTS. 18. LANDSCAPE PLANTING AND FENCING DETAILS FOR THE WATER QUALITY / DETENTION BASIN WILL BE DETAILED OUT DURING THE PREPARATION OF PLANS TO CONSTRUCT THESE FACILITIES. FOR THE PUBLIC PARKS, FENCING AND LANDSCAPING WILL BE SHOWN ON THE SUBMITTAL TO THE PARKS AND RECREATION COMMISSION. 19. THE PROJECT SITE IS PART OF ASSESSMENT DISTRICT 05 -01. 20. ON SHEETS 12 -16 THE PRELIMINARY GRADES AND UTILITY ROUTING ARE SUBJECT TO CHANGE BASED ON FINAL DESIGN. 21. THE INFRASTRUCTURE PHASING MATRIX ON SHEET 6 IS CONCEPTUAL IN NATURE. PLEASE REFER TO THE "AMENDED AND RESTATED DEVELOPMENT AGREEMENT" FOR PHASING OF INFRASTRUCTURE NEEDED TO SERVE THIS PROJECT. THIS MATRIX ASSUMES DEVELOPMENT WILL OCCUR AS STATED. SHOULD DEVELOPMENT OCCUR OUT OF SEQUENCE, ADDITIONAL INFRASTRUCTURE FROM OTHER PHASES MAY BE REQUIRED TO PROVIDE SERVICE. 22. DOMESTIC WATER SERVICE TO BE PROVIDED BY CITY OF ROHNERT PARK. WHEN INSTALLED IT SHALL CONFORM WITH CITY OF ROHNERT PARK AND SONOMA COUNTY WATER AGENCY (SCWA) STANDARDS. LOCATION OF FIRE HYDRANTS TO BE COORDINATED WITH CITY'S PUBLIC SAFETY DIVISION PRIOR TO FINAL DESIGN. 23. RECYCLED WATER SERVICE TO BE PROVIDED BY SANTA ROSA SUB - REGIONAL WASTEWATER SYSTEM. WHEN INSTALLED IT SHALL CONFORM WITH CITY OF ROHNERT PARK AND SUB - REGIONAL SYSTEM STANDARDS. 24. SEWAGE SERVICE TO BE PROVIDED BY CITY OF ROHNERT PARK. WHEN INSTALLED IT SHALL CONFORM WITH CITY OF ROHNERT PARK STANDARDS. 25. ELECTRIC AND GAS SERVICE TO BE PROVIDED BY PACIFIC GAS & ELECTRIC. WHEN INSTALLED IT SHALL BE IN CONFORM WITH CITY OF ROHNERT PARK AND PG &E STANDARDS. 02 -25 -2014 1:39pm Tyson Teesdale P:A19539 \T- MAP \VAST OAK T- MAP \TV- 01_COVER.DWG FEBRUARY 2074 VICINITY MAP / JURISDICTION LIMITS NTS ROJECT SITE CITY LIMIT LINE LIMITS OF COTATI - ROHNERT PARK UNIFIED SCHOOL DISTRICT 26. TELEPHONE SERVICE TO BE PROVIDED BY AT &T (FORMERLY SBC) AND SHALL ADHERE TO THEIR STANDARDS WHEN INSTALLED 27. SCHOOL DISTRICT: THE VAST OAK PROPERTY IS LOCATED COMPLETELY WITHIN AND WILL BE SERVICED BY THE COTATI - ROHNERT PARK UNIFIED SCHOOL DISTRICT. 28. PARKWAY STRIPS WITHIN PUBLIC STREETS AND WITHIN OPEN SPACE PARCELS AS SHOWN ON THIS MAP WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION (HOA). 29. FOR ALL LOTS INCLUDING COURTYARD PRODUCTS, ON LOT DRAINAGE SHALL FLOW TO THE FRONT OF EACH LOT. THE DRAINAGE PATTERNS WILL BE BETTER REFINED WITH THE DAP PROCESS. 30. LIGHTING WITHIN PUBLIC STREETS SHALL MEET CITY STANDARDS. LIGHTING WITHIN THE PRIVATE ALLEY MOTOR COURTS SHALL MEET THE CRITERIA ESTABLISHED IN THE SPECIFIC PLAN AMENDMENT. 31. UPON APPROVAL OF THIS MAP, APPLICANT ACKNOWLEDGES THAT ADDITIONAL STUDIES MAYBE REQUIRED (SUCH AS ACOUSTICAL) WITH FINAL DESIGN TO IMPLEMENT CONCEPTS SHOWN ON THIS TENTATIVE MAP APPLICATION. ADDITIONAL EASEMENTS, DEED RESTRICTIONS AND OR MAINTENANCE AGREEMENTS MAY BE NEEDED AS DETERMINED DURING THE FINAL DESIGN. PLANS FOR ALL ONSITE / OFFSITE IMPROVEMENTS WILL BE PREPARED AND SUBMITTED TO THE APPROPRIATE AGENCIES FOR APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION 32. PARCELS E AND M WILL BE DEDICATED TO THE CITY OF ROHNERT PARK AS PARKS. THE TWO PARK PARCELS ARE SUBJECT TO PARKLAND DEDICATION CREDITS. PARCEL B (WATER QUALITY BASIN) WILL NOT BE DEDICATED TO THE CITY NOR SEEK PARKLAND DEDICATION CREDITS 33. AGENT WISHES TO RETAIN THE RIGHT TO PHASE ROHNERT PARK EXPRESSWAY IMPROVEMENTS. REFER TO THE "AMENDED AND RESTATED DEVELOPMENT AGREEMENT" FOR ACTUAL PHASING OF IMPROVEMENTS. 34. AGENT RESERVES THE RIGHT TO PROVIDE DIRECT ACCESS TO ROHNERT PARK EXPRESSWAY FOR PARCEL F. LOCATION OF FUTURE ACCESS POINT TO BE COORDINATED WITH THE CITY. 35. REFER TO AMENDED AND RESTATED DEVELOPMENT AGREEMENT FOR REQUIREMENTS /TIMING OF AFFORDABLE HOUSING, PHASING /TIMING OF INFRASTRUCTURE AND ENERGY REQUIREMENT STANDARDS. 36. PRIOR TO SUBMITTAL OF THE IMPROVEMENT PLANS, PROJECT AGENT SHALL COORDINATE THE LOCATION OF PUBLIC TRANSIT FACILITIES WITHIN PROJECT AREA. 37. CONCURRENT WITH THE DEVELOPMENT OF VAST OAK WEST, A DETENTION BASIN (10 AC IN SIZE) SHALL BE CONSTRUCTED ON THE UDLLC PROPERTY. THIS BASIN SHALL BE A PERMANENT BASIN UNLESS A BASIN OF SIMILAR CAPACITY IS CONSTRUCTED UPSTREAM. INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 BOUNDARY /OWNERSHIP INFORMATION 3 EXISTING CONDITIONS 4 OVERALL MAP / SHEET INDEX 5 STREET SECTIONS 6 GRADING SECTIONS / DETAILS 7 -11 TENTATIVE MAP - PROPOSED LOTTING 12 -16 TENTATIVE MAP - GRADING & UTILITY PLANS 17 OFFSITE ROHNERT PARK EXPRESSWAY UTILITIES 18 -19 FIRE AND GARBAGE TRUCK TURNING EXHIBITS 20 -22 ROHNERT PARK EXPRESSWAY - PRECISE PLAN 23 -25 KEISER AVENUE - PRECISE PLAN 26 MAINTENANCE RESPONSIBILITIES LEGEND PROPOSED DESCRIPTION EXISTING - •• -••- PROPERTY BOUNDARY - - - - - -- 420 CONTOUR 420 PARCEL LINE /LOT LINE ----- - - - - -- 0 RIGHT -OF -WAY - - - - - - - -- EASEMENT - - - - -- BNDY SANITARY SEWER MANHOLE O -••••- STORM DRAIN & MANHOLE z - ••f••- STORM DRAIN CATCH BASIN ° w� - WATER LINE & VALVE - WATER LINE & SAMPLING STATION BOTTOM OF WALL 0 FIRE HYDRANT WITH VALVE a ,y x C/L - W - - - -� SLOPE -- - - - -KI ABBREVIATIONS 0 z 0 N C7 H -5 U �o mZ LLj cn m Q� m o 0 w z z w 0 Q Q � m Q u z w = L) � o o u � >o w �� ww g� � o ul z � U w zz o� �z Q Q a 0 ca z - - Y a s Q O � o Ew� m w zN z w� LL. O z O o U M � z AVG - AVERAGE PP - POWER POLE 0 0 BNDY - BOUNDARY PRP- PROPOSED LLJ r C) w o z z 0 >< ° w� BW - BOTTOM OF WALL PSDE - PUBLIC STORM DRAIN EASEMENT a ,y x C/L - W W d W m V z ~ CO - a PUE - PUBLIC UTILITY EASEMENT a z AVG - AVERAGE PP - POWER POLE 0 0 BNDY - BOUNDARY PRP- PROPOSED BW - BOTTOM OF WALL PSDE - PUBLIC STORM DRAIN EASEMENT U C/L - CENTERLINE PSSE - PUBLIC SANITARY SEWER EASEMENT ~ CO - CLEANOUT PUE - PUBLIC UTILITY EASEMENT D/W - DRIVEWAY PVMT - PAVEMENT a Ix EL - ELEVATION RAN - RIGHT OF WAY Q d EP -EDGE OF PAVEMENT RW - RECYCLED WATER ESMT - EASEMENT S - SANITARY SEWER LATERAL a0 � W EVA - EMERGENCY VEHICLE ACCESS SD - STORM DRAIN W W � EX - EXISTING SDCB - STORM DRAIN CATCH BASIN co y FC - FACE OF CURB SDFI - STORM DRAIN FIELD INLET > J FF - FINISH FLOOR SDMH - STORM DRAIN MANHOLE Q ~ FG - FINISH GRADE SS - SANITARY SEWER d FH - FIRE HYDRANT SSCO - SANITARY SEWER CLEANOUT z FS - FIRE SERVICE SSMH - SANITARY SEWER MANHOLE Lu H a GB - GRADE BREAK STLT - STREET LIGHT y GND - GROUND SW - SIDEWALK W Of > w HP - HIGH POINT SWE - SIDEWALK EASEMENT Z = it INV -INVERT TEL - TELEPHONE IRR - IRRIGATION TC - TOP OF CURB p L- LENGTH TRC - TOP OF ROLLED CURB LP - LOW POINT TW - TOP OF WALL U PROJECT 119539-OC NO OH - OVERHEAD LINE TYP - TYPICAL P - PAD GRADE W - WATER PAE - PUBLIC ACCESS EASEMENT WLE - WATERLINE EASEMENT PCL -PARCEL WM -WATER METER SHT PL - PROPERTY LINE WS - WATER SERVICE PLE - PRIVATE LANDSCAPE EASEMENT WO - WATER QUALITY FEATURE OF 26 ® APN # OWNER 1 158 - 220 -001 SULLIVAN DAVID M & ERINDERA TR 02 158- 220 -002 LALAS LEILA B & LALAS HERMIE (a ) 158- 220 -003 IPPON BARRY W ® 158 - 220 -004 KING PAULETTE 05 158- 220 -005 NAVARRETE FRANCISCO V & JOSEFINA C © 158- 220 -006 LOCHMAN KATHLEEN ELIZABETH TR 07 158- 220 -007 TIETZ RONALD GEORGE & NANCY LEE ® 158 - 220 -008 WALLACE JILLIAN A & WALLACE CHRISTOPHER J �9 158- 220 -009 CRYER STEVEN R & GERHARDT LESLIE E 10 158- 220 -010 LALAS LEILA B & HERMIE W 11 158- 220 -011 ROBERTS PHILLIP P 1© 158- 220 -012 BARTLETT HELENE G TR 1® 158 - 220 -013 MAC KENZIE IAN & MAC kENZIE JILL 14 158 - 220 -014 MILLER ROBERT E & SMITH - MILLER PAMELA K 1® 158 - 220 -015 MCLEAN KENNETH B & JULIE L 1® 158 - 220 -016 MCCORMACK NATEE M & DENNIS G ® 158 - 220 -074 CITY OF ROHNERT PARK ® 158- 220 -075 CITY OF ROHNERT PARK CITY Or ROHNERT PARK OR PG 7141 APN 14 )-2) )JJJ 7J Lu Z Q I J w Rr DVVOOD FARK ESTATES Z A P.IJ.D. \ 2 J l 1 \/l - 41 — 3 J 1P 1\l J AI ~J 2 D J ~3-0 ) SON OlvilA COUNTY Vv], /\ rr R AGENCY AP1v1 0%i C�2 3-0 17 - - - - N89 °56'07 "W 1267.43' -- - -- — 1 1 r —f J SANTA kJCAA HEALTH SYS rr NI DOC, 1J83_001_4"1 APN 159-460-007 T T —1 _t L L L 1 M E D+C A-L - G E N-T E R - D-R 4 V-E - T F _F T —1 SA1v rrA � OS,/\ H rA UrH SYSTEM 1 1 1 1 1 1 I � ti 1 � 1 (o I � I I � I° N ° .o .o Z I I DOC, 1 J89JJJ 1 %! 1 L ( OA I� V 1 DIV A -FA r 1vil r 1l r S) ' CITY Jr KOHNr RT FARK PARCEL 1A /IAP No, 1 2 CITY Or hOi11A1rR7 F,/\R1� �1< 5417 1 \il Fr I B-19 D0C. 1 98)2 - 025 -251 0 0 z� 1 I 1 1 1 1 1 NORTH BAY TITLE CO. DOC. 2000 - 083152 APN 047 - 131 -025 PTR ITEM #35 ROAD EASEMENT 309 OR 165 (KEISER AVENUE) - (TO REMAIN) DOC, 2002-09641417 A P 15- J- !1 6 J- J 2 J AF1A1 1 5-9 -L; 60 -O .l PTR ITEM #36 RELINQUISHMENT OF ABUTTERS RIGHTS 2253 OR 31 (SEE NOTE 1) ~ 1v1 �JI l�A��l 60'� I 1vilrT� »iiil5 I N89 023'45 "E 1692.78' w 1 � DOC, 1 990 -0503L DOC, 2000-0167/13 - °o �� I_ PTR ITEM #7 DRAINAGE EASEMENT 2253 OR 3:1] o O °o M FOOTHILLS SUEPTI 71v1J1N � I 40' 2/5 lYl 9-10 m w " CO AMERICAN TITLE PRELIMINARY TITLE REPORT 20' — m 0 - -- KEISER AVENUE (PTR) ORDER NUMBER 4910 - 606957 DATED z z co w ° ,� NO 02 45 E 80.00 I AUGUST 8, 2012, FOR THE PARCELS NORTH OF U DOC. 2001-110858 �t w APN 047-131-026 - m w PTR ITEM #4 RIGHTS OF THE PUBLIC] KEISER AVENUE REMAIN) N C) APN 047 - 131 -027 0 1 ITO I I I (TO Lo AMERICAN TITLE PRELIMINARY TITLE REPORT U7, I I I rn' NORTH BAY CO ]- ]- 1- HOi-ll\lr R f PARK UNIFIED SCHOOL DIS F IC F �� TITLE CO 483 R S F r 41 — 42 C\11 DOC. 2000 - 077572 DOC, l 9�l �� Li 7E o� APN 045 - 262 -001 AF'1v1 0 %5- 253 -0 1 o �1 3. CITY OF ROHNERT PARK AS SUCCESSORS TO SON OlvilA COUNTY Vv], /\ rr R AGENCY AP1v1 0%i C�2 3-0 17 - - - - N89 °56'07 "W 1267.43' -- - -- — 1 1 r —f J SANTA kJCAA HEALTH SYS rr NI DOC, 1J83_001_4"1 APN 159-460-007 T T —1 _t L L L 1 M E D+C A-L - G E N-T E R - D-R 4 V-E - T F _F T —1 SA1v rrA � OS,/\ H rA UrH SYSTEM 1 1 1 1 1 1 I � ti 1 � 1 (o I � I I � I° N ° .o .o Z I I DOC, 1 J89JJJ 1 %! 1 L ( OA I� V 1 DIV A -FA r 1vil r 1l r S) ' CITY Jr KOHNr RT FARK PARCEL 1A /IAP No, 1 2 CITY Or hOi11A1rR7 F,/\R1� �1< 5417 1 \il Fr I B-19 D0C. 1 98)2 - 025 -251 0 0 z� 1 I 1 1 1 1 1 NORTH BAY TITLE CO. DOC. 2000 - 083152 APN 047 - 131 -025 PTR ITEM #35 ROAD EASEMENT 309 OR 165 (KEISER AVENUE) - (TO REMAIN) 00 N89 023'45 "E 2891.27' ROHNERT - - - - - - PARK - - - DOC, 2002-09641417 A P 15- J- !1 6 J- J 2 J AF1A1 1 5-9 -L; 60 -O .l PTR ITEM #36 RELINQUISHMENT OF ABUTTERS RIGHTS 2253 OR 31 (SEE NOTE 1) ~ 1v1 I 00 N89 023'45 "E 2891.27' ROHNERT - - - - - - PARK - - - I' 02 -25 -2014 1:40pm Tyson Teesdale P: \19539 \T — MAP \VAST OAK T— MAP \TM -02 BOUNDARY INFORMATION.DWG N89 055'52 "E 1691.47' 1v10RTF' I AS7 SPECIFIC PI6\1v1 �1vl C 1 11vl C DOC, 1981 AP1v1 0 4,15 -261 -001 - - _ - _ - - N89 °24'36 "E 2676.68'— - PTR ITEM #9 RIGHTS OF THE PUBLIC] TO KEISER AVENUE (TO REMAIN) NORTH BAY TITLE CO DOC. 2000 - 077574 APN 045 - 262 -002 NORTH BAY TITLE CO DOC. 2000 - 077568 APN 047 - 131 -024 PTR ITEM #29 RELINQUISHMENT OF ABUTTER RIGHTS 2253 OR 31 (SEE NOTE 1) -- - - -- EXPRESSWAY- L- c(o C) L� 0 t-1-1 �1 E (jr) I PTR ITEM #15 RIGHTS OF THE PUBLIC TO PETALUMA HILL ROAD & KEISER AVENUE (TO REMAIN) PTR ITEM #16 EASEMENT FOR RIGHT OF WAY AND 1 0' 100' ZOO' INCIDENTAL PURPOSES (KEISER AVENUE) 316 OR 213 ' (TO REMAIN) I SCALE: 1"=200' 1 ' X11vil �� 1vl I DOC. 2009-025218 NORTH BAY TITLE CO I DOC. 2000 - 077570 APN 045 - 262 -003 ' co I � 1 I� to 'o Z � r rS r ,� J 1 \l J 1� /lA C J J 1 \l -r l �\ C=i �R r ,� rRvr\ r 1 J 1 \l , 60'- SJlvlJM,/\ CJUlvl-rY JPr lvl SpACr DISTRICT 30' DJC, 1993-0707-3 1 VAST OAK PROPERTIES AP11 f5 004 DOC. 2002 - 099125 APN 045 - 262 -004 _ PTR ITEM #22 RIGHTS OF THE PUBLIC TO PETALUMA HILL ROAD (TO REMAIN) PTR ITEM #23 RELINQUISHMENT OF ABUTTERS RIGHTS 2264 OR 923 (SEE NOTE 1) _ [PTR ITEM #22 RIGHTS OF THE PUBLIC ' O PETALUMA HILL ROAD (TO REMAIN 0 I I Q IO I N I L J J o J I � _ VAST OAK PROPERTIES _ DOC. 2002 - 099125 I C) APN 047 - 131 -019 ' J Iz iQ ~ I I W 60'� I -� I N89 023'45 "E 1692.78' w 1 � �� _ PTR ITEM #6 RELINQUISHMENT OF ABUTTERS RIGHTS 2253 OR '13111 In (SEE NOTE 2) - °o �� I_ PTR ITEM #7 DRAINAGE EASEMENT 2253 OR 3:1] o O °o M FOOTHILLS SUEPTI 71v1J1N � I z 2/5 lYl 9-10 m w " CO AMERICAN TITLE PRELIMINARY TITLE REPORT m 0 UNIVERSITY DISTRICT LLC N89 °23'45 "E 95.00' (PTR) ORDER NUMBER 4910 - 606957 DATED z z co w ° ,� NO 02 45 E 80.00 I AUGUST 8, 2012, FOR THE PARCELS NORTH OF U DOC. 2001-110858 N89 °23' 45 "E 95.00' w APN 047-131-026 - m w = N C) APN 047 - 131 -027 0 1 z �-' 1 Lo AMERICAN TITLE PRELIMINARY TITLE REPORT U7, w I - - I ''� 1 Lo N \ O o° L> ROHNERT PARK EXPRESSWAY. L� Li I' 02 -25 -2014 1:40pm Tyson Teesdale P: \19539 \T — MAP \VAST OAK T— MAP \TM -02 BOUNDARY INFORMATION.DWG N89 055'52 "E 1691.47' 1v10RTF' I AS7 SPECIFIC PI6\1v1 �1vl C 1 11vl C DOC, 1981 AP1v1 0 4,15 -261 -001 - - _ - _ - - N89 °24'36 "E 2676.68'— - PTR ITEM #9 RIGHTS OF THE PUBLIC] TO KEISER AVENUE (TO REMAIN) NORTH BAY TITLE CO DOC. 2000 - 077574 APN 045 - 262 -002 NORTH BAY TITLE CO DOC. 2000 - 077568 APN 047 - 131 -024 PTR ITEM #29 RELINQUISHMENT OF ABUTTER RIGHTS 2253 OR 31 (SEE NOTE 1) -- - - -- EXPRESSWAY- L- c(o C) L� 0 t-1-1 �1 E (jr) I PTR ITEM #15 RIGHTS OF THE PUBLIC TO PETALUMA HILL ROAD & KEISER AVENUE (TO REMAIN) PTR ITEM #16 EASEMENT FOR RIGHT OF WAY AND 1 0' 100' ZOO' INCIDENTAL PURPOSES (KEISER AVENUE) 316 OR 213 ' (TO REMAIN) I SCALE: 1"=200' 1 ' X11vil �� 1vl I DOC. 2009-025218 NORTH BAY TITLE CO I DOC. 2000 - 077570 APN 045 - 262 -003 ' co I � 1 I� to 'o Z � r rS r ,� J 1 \l J 1� /lA C J J 1 \l -r l �\ C=i �R r ,� rRvr\ r 1 J 1 \l , 60'- SJlvlJM,/\ CJUlvl-rY JPr lvl SpACr DISTRICT 30' DJC, 1993-0707-3 1 VAST OAK PROPERTIES AP11 f5 004 DOC. 2002 - 099125 APN 045 - 262 -004 _ PTR ITEM #22 RIGHTS OF THE PUBLIC TO PETALUMA HILL ROAD (TO REMAIN) PTR ITEM #23 RELINQUISHMENT OF ABUTTERS RIGHTS 2264 OR 923 (SEE NOTE 1) _ [PTR ITEM #22 RIGHTS OF THE PUBLIC ' O PETALUMA HILL ROAD (TO REMAIN 0 I I Q IO I N I L J J o J I � _ VAST OAK PROPERTIES _ DOC. 2002 - 099125 I C) APN 047 - 131 -019 ' CTR M ITEM #23 RELINQUISHMENT OF ABUTTERS IGHTS 2264 OR 923 (SEE NOTE 1) 1 W R =40' =85° 15'48" � iz L= 59.53' N Z 0 N88 °4' 15 "E 302.4' 01 0'1 - 3 201.29' 8N6 °08'4_ 367.52' N82 N85 °40'30 "E 100.21' SAL Ir ORINIA STATE UNIVERSITY DOC 2002-0141405 A P 1v1 J 417 "1 � "1 - 0 N89 058'24 "W 30.00' C1R 051 DOC, 1996- 060627 1\ P1v1 047-132-02' 400' _ J Iz iQ ~ I I W 60'� I -� 30' I 30' 1 M 1 � DOC, 2002-054055 CTR M ITEM #23 RELINQUISHMENT OF ABUTTERS IGHTS 2264 OR 923 (SEE NOTE 1) 1 W R =40' =85° 15'48" � iz L= 59.53' N Z 0 N88 °4' 15 "E 302.4' 01 0'1 - 3 201.29' 8N6 °08'4_ 367.52' N82 N85 °40'30 "E 100.21' SAL Ir ORINIA STATE UNIVERSITY DOC 2002-0141405 A P 1v1 J 417 "1 � "1 - 0 N89 058'24 "W 30.00' C1R 051 DOC, 1996- 060627 1\ P1v1 047-132-02' 400' _ 0 /\NDr RSON _ N DOC, 2002-054055 I_ NOTES AilAl 0 l -1 -019 N w U I 1. ALL TITLE REFERENCES REFER TO FIRST m w " CO AMERICAN TITLE PRELIMINARY TITLE REPORT m 0 m 0 I (PTR) ORDER NUMBER 4910 - 606957 DATED z z cc) w `� �) �� r� I AUGUST 8, 2012, FOR THE PARCELS NORTH OF U v w ROHNERT PARK EXPRESSWAY. m w = i L� t- I 2. ALL TITLE REFERENCES REFER TO FIRST �-' 1 AMERICAN TITLE PRELIMINARY TITLE REPORT U7, --) --:I- I (PTR) ORDER NUMBER 0192- 606957A DATED AUGUST 24, 2012, FOR THE PARCELS SOUTH OF (-) CD L L> ROHNERT PARK EXPRESSWAY. L� Li 7E C) D_ 3. CITY OF ROHNERT PARK AS SUCCESSORS TO THE COUNTY OF SONOMA IN REGARDS TO KEISER AVE, PETALUMA HILL ROAD AND ROHNERT PARK EXPRESSWAY SHALL ALLOW ACCESS RIGHTS TO THE PROPERTIES SUBJECT TO THIS TENTATIVE MAP AS SHOWN AND APPROVED, THEREBY EFFECTIVELY MODIFYING THE RELINQUISHMENT OF ABUTTER RIGHTS DESCRIBED IN ITEMS 4, 6, 9, 15, 16, 22, 23, 29, AND 36 OF THE TITLE REPORTS. o1 < w �w �o a W I a 0 z 0 cn > W 0lz 40 xx �� ww � N E N� Jw N o m U � O ° 2 upm � U W Z Z O � O ~ m d Z N Q 4 W � Z d 0 0� =o ca z _- Y a x N < O � � O zm Y� 0 Z Co ' CD o � z >< w b� w a w N Z a g z Of O J U W C C a a a� Q O Oz W yi > W � Z 3 < a} Z as Y W a5 Da W m� > z D 0 O U 'ROJECT NO 19539 -OC SHT 2 OF 26 0 N I_ Q N w U m w " CO r m 0 m 0 W z z w Y w J � 0 U v w Q m w = 40 xx �� ww � N E N� Jw N o m U � O ° 2 upm � U W Z Z O � O ~ m d Z N Q 4 W � Z d 0 0� =o ca z _- Y a x N < O � � O zm Y� 0 Z Co ' CD o � z >< w b� w a w N Z a g z Of O J U W C C a a a� Q O Oz W yi > W � Z 3 < a} Z as Y W a5 Da W m� > z D 0 O U 'ROJECT NO 19539 -OC SHT 2 OF 26 D OE C - 900 V� i w Z I r '3 Z ~ `� LILL ---- =� IY { . S yy lf i i i i I I i i e 0 0 �a { { a g { ,r o 0 o O 0 a � O V t3 < o f y ° U r' 1'1 I I ZONE�C T PER FIRM PANE 860 OF 1h25 L ICAL CENTER DRIVE EX. CITY WELL S PANEL :.1 OF SEVVER dwil II � — 1 � 02-25-2014 pm Tvson Teesdale P:\19539\T-MAP\VAST OAK T—MAP\TM-03 EXISTING + // V t I -momp t7V; rll II ' 1 11 11 11 I 11 ,I I 11111 • i I Eta i ANN WA WAS wpm ,,�,,....�� %► ter, ''�'.�.�./• -.►��_ � TIt4G DRAINAGE DITCO(TO REMAIN) 25 ZONE AO (DEPTH 1' PER FIRM' // / // PANEL 860 OF 1125 1�3 } N 3E oo Q) O O 2 yo } XI IN V GE TIO MA BE z RE OV D T V PE ENT m� o � � Pon N a OF VAS O K ST ; w f �-�- -+ , • — - � '� ^� f� - �-+`w�. *� ft r.� � �! � i�. �� ;I�1T��1��i +;� � 1� r * - 1..,�t r - !��t��_ r r� r 1 w / A.04�� 3. z ^N ca O � � � O Q= } TE O ,°„� ET S v � ER � � v H w z w y ? z } a 3� a C } W W } a w } N Q O # NOTES # p O 1. THE TOPOGRAPHY HAS NOT BEEN L_ REVISED TO ACCOUNT FOR THE SHEET GRADING IMPLEMENTED IN 2010 OR FOR THE WETLAND CONSTRUCTED IN 2007. } 2. ALL EXISTING TREES ARE TO REMAIN W UNLESS NOTED. C Ix 3. PER FEMA MAP ZONE AO IS DEFINED AS: Q a co FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY Y _O - SHEET FLOW ON SLOPING TERRAIN), p H .o° °° °QO ©° AVERAGE DEPTHS DETERMINED. PER Z FIRM PANEL 860 OF 1125, MAP NO. W (Do 06097CO881E OUR DEPTH WAS > DETERMINED TO BE 1 FOOT. Z EXISTING SIGNALIZED 4. ENGEO INCORPORATED WILL COMPLETE Q W y INTERSECTION Q} A DETAILED HYDROLOGY /HYDRAULIC a W STUDY. THIS STUDY WILL COVER BOTH Z COPELAND AND HINEBAUGH CREEKS W Y H < AND LOOKS AT THE POTENTIAL IMPACTS a a I AND SOLUTIONS NEEDED TO ALLOW FOR THE DEVELOPMENT OF THIS PROPERTY. > Z THE HINEBAUGH CREEK WATER SURFACE ELEVATIONS SHOWN ON w SHEETS 12 -16 ARE TAKEN FROM THE 'l 0 INITIAL STUDY CURRENTLY BEING } REVIEWED BY THE CITY. AS PART OF ~ THE DEVELOPMENT OF THIS PROJECT THE APPLICANT WILL FILE A LOMR PROJECT NO. J I ( APPLICATION TO MODIFY THE CURRENT 19539 -00 j)> MAPPING, ALLOWING FOR THE p DEVELOPMENT OF THE PROPERTY. SHT I 3 OF 26 I I EXISTING SIGNALIZED — FOR EXIST. UTILITIES INTERSECTION IN THIS AREA SEE SHEET 17 II � — 1 � 02-25-2014 pm Tvson Teesdale P:\19539\T-MAP\VAST OAK T—MAP\TM-03 EXISTING + // V t I -momp t7V; rll II ' 1 11 11 11 I 11 ,I I 11111 • i I Eta i ANN WA WAS wpm ,,�,,....�� %► ter, ''�'.�.�./• -.►��_ � TIt4G DRAINAGE DITCO(TO REMAIN) 25 ZONE AO (DEPTH 1' PER FIRM' // / // PANEL 860 OF 1125 1�3 } N 3E oo Q) O O 2 yo } XI IN V GE TIO MA BE z RE OV D T V PE ENT m� o � � Pon N a OF VAS O K ST ; w f �-�- -+ , • — - � '� ^� f� - �-+`w�. *� ft r.� � �! � i�. �� ;I�1T��1��i +;� � 1� r * - 1..,�t r - !��t��_ r r� r 1 w / A.04�� 3. z ^N ca O � � � O Q= } TE O ,°„� ET S v � ER � � v H w z w y ? z } a 3� a C } W W } a w } N Q O # NOTES # p O 1. THE TOPOGRAPHY HAS NOT BEEN L_ REVISED TO ACCOUNT FOR THE SHEET GRADING IMPLEMENTED IN 2010 OR FOR THE WETLAND CONSTRUCTED IN 2007. } 2. ALL EXISTING TREES ARE TO REMAIN W UNLESS NOTED. C Ix 3. PER FEMA MAP ZONE AO IS DEFINED AS: Q a co FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY Y _O - SHEET FLOW ON SLOPING TERRAIN), p H .o° °° °QO ©° AVERAGE DEPTHS DETERMINED. PER Z FIRM PANEL 860 OF 1125, MAP NO. W (Do 06097CO881E OUR DEPTH WAS > DETERMINED TO BE 1 FOOT. Z EXISTING SIGNALIZED 4. ENGEO INCORPORATED WILL COMPLETE Q W y INTERSECTION Q} A DETAILED HYDROLOGY /HYDRAULIC a W STUDY. THIS STUDY WILL COVER BOTH Z COPELAND AND HINEBAUGH CREEKS W Y H < AND LOOKS AT THE POTENTIAL IMPACTS a a I AND SOLUTIONS NEEDED TO ALLOW FOR THE DEVELOPMENT OF THIS PROPERTY. > Z THE HINEBAUGH CREEK WATER SURFACE ELEVATIONS SHOWN ON w SHEETS 12 -16 ARE TAKEN FROM THE 'l 0 INITIAL STUDY CURRENTLY BEING } REVIEWED BY THE CITY. AS PART OF ~ THE DEVELOPMENT OF THIS PROJECT THE APPLICANT WILL FILE A LOMR PROJECT NO. J I ( APPLICATION TO MODIFY THE CURRENT 19539 -00 j)> MAPPING, ALLOWING FOR THE p DEVELOPMENT OF THE PROPERTY. SHT I 3 OF 26 I I PROPOSED LAND USE SUMMARY PARCEL LANDUSE OWNERSHIP AREA (NET) 8 W F Q A LANDSCAPE CITY OF R.P. 0.29± AC 205 206 207 200 213 212 211 210 209 208 B WATER QUALITY BASIN HOA 5.80± AC 0 100 200 400 N W U do z x C PARK CITY OF R.P. 0.51± AC M m m p �] p W D OPEN SPACE HOA 1.76± AC SCALE: 1"=200' J Q �;: Q CD (n U W Q U Q� W S p E PARK CITY OF R.P. 6.83± AC F COMMERCIAL PRIVATE 6.80± AC G PARK CITY OF R.P. 0.57± AC H OPEN SPACE PRIVATE 13.34± AC _ I PARK CITY OF R.P. 1.31± AC r r r r- i\ r Srr S lrr r 1J A lD 1J KE j ER AVENUE r r SHEET r �__ S, -1__r � 1 ��N� 1� z J OPEN SPACE PRIVATE 11.57± AC DE CATION � KEISER AVENUE o K PARK CITY OF R.P. 0.90 AC KEISER AVENUE m > w L HIGH DENSITY RES. PRIVATE 8.15± AC o' M PARK CITY OF R.P. 6.74± AC 1002 1008 I 1033 N OPEN SPACE PRIVATE 11.07± AC I 1 100L1006 L10051 1003 I 1001 LOTS 101.06± AC I 1032 ROADWAYS 49.88± AC I O'HAMPTON PLACE 1009 1000 I I I 1 I 972 973 ggg I 1031 TOTAL 226.58± AC _ I w U 1n1n NOTE: 1. THE CONVEYANCE OF PARCELS C, G, I, AND K TOTAL 3.29AC OF PARKLAND DEDICATED TO THE CITY. CONNECT TO EXIST TRAIL SYSTEM 1 1 1 1 1 1 1 1 1 1 VAST OAK WEST 1- 1 1 PARCEL 0_ 1 1 1 1 1 1 1 SEE SHEET 17 1 02 -25 -2014 1:42pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -04- OVERALL PLAN.DWG IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, oaoa1m0� 201 202 203 204 205 206 207 200 213 212 211 210 209 208 199 229 240 239 F237 230 231 233 234 236 232 235 ROHNERT PARK EXPRESSWAY SEE SHEET 7 AND 12 VAST CfK CENTRAL SEE SHEET 3 AND 13 ROHNERT PAf EXPRESSWAY SEE SHEET 9 AND 1 1 1 * GANG MAILBOX ADJUSTED, AS DESIGN D Q O cc J J H H � Q J U Q F-i H O W W d O 0 0 x d J F Ls7 4 LOCATIONS TO BE NEEDED, WITH FINAL • PRELIMINARY STOP SIGN LOCATIONS TO BE ADJUSTED WITH FINAL DESIGN 6 z d N ° U � m o� � N w E N� Jw o O OJ U O y�m w U � ZZ °� NQ in a w � Z d � z= 0 1100111 z Y x Q O 4 � � o Ew� YN _zm N C7 � Z� �o O I.L 0 Z 0 0 � U M � N N W U do z x w � m W II M m m p �] p W z W z W Y J J Q �;: Q CD (n U W Q U Q� W S p Ul p p U d N ° U � m o� � N w E N� Jw o O OJ U O y�m w U � ZZ °� NQ in a w � Z d � z= 0 1100111 z Y x Q O 4 � � o Ew� YN _zm N C7 � Z� �o O a W Z Q J a Q z 0 J Q U i W X IL ma a QW OW s W > a a Y� Q Z a W P >w Oa r� W tY > w Z z 0 w 0 U 'ROJECT NO 19539 -OC SHT 4 OF 26 I.L 0 Z 0 0 � U M � w W w z do z x w � br w a W Z Q J a Q z 0 J Q U i W X IL ma a QW OW s W > a a Y� Q Z a W P >w Oa r� W tY > w Z z 0 w 0 U 'ROJECT NO 19539 -OC SHT 4 OF 26 _ _ _ _ _VARIES 30' MIN. CLEAR AT GROUND _LEVEL _ _ _ ~ R/W VARIES 28' MIN. CLEAR AT SECOND LEVEL R/W - 'I RESIDENTIAL 20' - 24' PRIVATE LANE RESIDENTIAL 3', MIN 18 MAX INSTALL ROLLED DRIVEWAY APRON OR CURB AND GUTTER LANDSCAPE POCKET 2% PEDESTIRAN/ BIN - - 3' MIN I 18' MAX DRIVEWAY APRON OR / LANDSCAPE POCKET PRIVATE LANE (20'- 24' R /W) NTS 12' 12' 10' 6' SIDEWALK PATH DRIVE LANE DRIVE LANE PARKING 2' 8' 2' 4.5' 0.5' 28' CURB TO CURB 4' S' 5' PUE L/S L/S PUE OPEN SPACE' 37.5' RIGHT OF WAY RESIDENTIAL R/W R/W 37.5' R/W STREET FOR KORMORANT PLACE, SIDEWALK CONNECTIONS WILL BE MADE TO NTS CONNECT TO SIDEWALKS ALONG RPX CONCRETE 6' 10' 10' 6' SIDEWALK PARKING DRIVE LANE DRIVE LANE I PARKING 5' 5' 0.5' 32' CURB TO CURB L/S S/W PARCEL OR' RESIDENTIAL OPEN SPACE 42.5' RIGHT OF WAY R/W R/W ' FOR KARRINGTON PLACE, SIDEWALK BNDY 42.5' R/W STREET (A) CONNECT CONNECTIONS O SIDEWALKS ALONG RPX NTS PEDESTIRAN/ BIKE LANE CONCRETE SIDEWALK 12' 6' 1 10' 1 10' 6' PATH PARKING DRIVE LANE DRIVE LANE PARKING 2' 8' 1 2' 4.5' 0.5' 32' CURB TO CURB 5' 5' L/S L/S S/W OPEN SPACE PUE 42.5' RIGHT OF WAY RESIDENTIAL R/W 42.5' R/W STREET (B) R/W NTS ' I EXIST 40 R/W DEDICATION r AC BERM T 16' CONCRETE NOT A PART OF S/W AND PLANTER STRIP SIDEWALK REMOVED ADJACENT TO THE SPECIFIC LANDSCAPE PARCEL L & PARCEL M. PLAN 35.0 34 BERM TO CURB 5.0'• 1 6.0'• NORTHEAST' I RESIDENTIAL SPECIFIC PLAN 45.0' RIGHT OF WAY FUTURE F/C LIMITS R/W (NEW) OF IMPROVEMENTS 45' R/W STREET NTS NOTE THAT THE PROPERTIES LOCATED ON THE NORTH SIDE OF KEISER AVENUE ARE WITHIN THE NORTHEAST SPECIFIC PLAN AND AS NOTED IN THE 2006 SPECIFIC PLAN, WILL BUILD THE CURB AND GUTTER, SIDEWALK AND LANDSCAPE PARKWAY STRIP ON THE NORTH SIDE WHEN THEY DEVELOP. A FULL ROADWAY WIDTH OF TRAVEL LANES IS PROVIDED WITH THIS MAP. CONCRETE SIDEWALK 6' 10' 10' 6' PARKING DRIVE LANE DRIVE LANE I PARKING 5' S/w 32' CURB TO CURB PUBLIC PARK R/W 47' RIGHT OF WAY 47' R/W STREET NTS CONCRETE SIDEWALK 8' 10' 10' 8' PARKING DRIVE LANE DRIVE LANE PARKING 5' 36' CURB TO CURB S/W PUBLIC PARK 51' RIGHT OF WAY R/W 51' R/W STREET NTS I 02 -25 -2014 1:42pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -05 DETAILS AND SECTIONS.DWG CONCRETE SIDEWALK CONCRETE SIDEWALK 6' 10' 10" 1 6" PARKING DRIVE LANE DRIVE LANE I PARKING 5' 1 5' 32' CURB TO CURB S/W L/S RESIDENTIAL 52' RIGHT OF WAY R/W 52' R/W STREET BOUNDARY .I nf= i�7 =iir_i I EP I 3' 1 5' 1 10' ISHOULDERI BIKE I DRIVE LANE I I CRPUSD • N21TIL. WESTERLY PORTION OF STREET WILL BE CONSTRUCTED BY THE SCHOOL DISTRICT WHEN DEVELOPMENT ON THEIR LAND OCCURS NTS 10' 1 5' 8' DRIVE LANE I BIKE T PARKING 41' CURB TO BNDY 55' RIGHT OF WAY 55' R/W STREET CONCRETE SIDEWALK 5' 5' L/S S/W RESIDENTIAL CONCRETE SIDEWALK 6' 8' L/S S/W RESIDENTIAL CONCRETE CONCRETE SIDEWALK SIDEWALK 8' 9' 8' 5' 10' 1 10' 5' 8' 9' 8' S/W PARKING BIKE DRIVE LANE I DRIVE LANE BIKE PARKING S/W 17' 46' 17' CURB TO CURB RESIDENTIAL RESIDENTIAL R/W 80' RIGHT OF WAY R/W 80' R/W STREET NTS LEFT TURN POCKET NOT A PART OF THE SPECIFIC CONCRETE PLAN SIDEWALK R/W LANDSCAPE (EXISTING) R/W 28.0' TRAVEL WAY 16.0' MEDIAN 28.0' TRAVEL WAY I - I 72.0' BACK OF CURB TO BACK OF CURB 10.0' 6.0' OPEN SPACE GREEN MUSIC 88.0' IMPROVED RIGHT OF WAY RESIDENTIAL/ CENTER MIXED USE 88' R/W STREET COMMERCIAL/ NTS OPEN SPACE NTS LEFT TURN POCKET zzq CONCRETE SIDEWALK 8' 10' 10' 8' PARKING DRIVE LANE DRIVE LANE PARKING 5' 5' 36' CURB TO CURB COMMERCIAL/ S/W L/S RESIDENTIAL 56' RIGHT OF WAY R/W 56' R/W STREET NTS CONCRETE SIDEWALK 8' 5' 10' 10' 5' 8' PARKING I BIKE I DRIVE LANE DRIVE LANE BIKE PARK 5' 46' CURB TO CURB S/W PUBLIC PARK 61 RIGHT OF WAY R/W 61' R/W STREET CONCRETE SIDEWALK S/W I L/S RESIDENTIAL NTS 8' 10' 10' 8' PARKING DRIVE LANE DRIVE LANE PARKING 36' CURB TO CURB 63' RIGHT OF WAY 63' R/W STREET NTS CONCRETE -� SIDEWALK 5' 8' 5' 10' 10' 5' 8' S/W PARKING BIKE I DRIVE LANE I DRIVE LANE I BIKE PARK 46' CURB TO CURB PUBLIC PARK R/W 67' RIGHT OF WAY 68' R/W STREET (A) NTS CONCRETE CONCRETE SIDEWALK SIDEWALK 5' 5' LANDSCAPE SIDEWALK RESIDENTIAL RESIDENTIAL CONCRETE SIDEWALK L/S I S/W RESIDENTIAL 4' I 6' CONCRETE SIDEWALK RESIDENTIAL R/W 5' 12' L/S TRAIL 9' 1 8' LANDSCAPE 8' 10' 10' 8' PARKING DRIVE LANE DRIVE LANE PARKING 6' 10' 36' CURB TO CURB LANDSCAPE 68' RIGHT OF WAY 68' R/W STREET (B) NTS CONCRETE SIDEWALK RESIDENTIAL CONCRETE SIDEWALK RESIDENTIAL R/W 10' 6' LANDSCAPE CONCRETE SIDEWALK CONCRETE SIDEWALK LANDSCAPE 6.0' 10.0' RESIDENTIAL R/W 6.0' VARIES BIKE 11.0' 11.0' MEDIAN DANE AUTO LANE AUTO LANE CURB TO CURB - VARIES, 72' MIN 104.0' CITY RIGHT OF WAY (MIN PER PFFP) 116.0' EXISTING RIGHT OF WAY 104' R/W STREET 28.0' TRAVEL WAY CONCRETE SIDEWALK LANDSCAPE VARIES 10.0' 6.0' LANDSCAPE NTS NOTE: AT THE INTERSECTIONS OF KERRY ROAD, TWIN CREEKS ROAD AND KELLS ROAD WITH ROHNERT PARK EXPRESSWAY, PARKING WILL NOT BE ALLOWED TO PROVIDE 3 -12' LANES (IN, STRAIGHT THRU /LEFT AND RIGHT OUT). IT IS ASSUMED THAT THE FIRST 250' -400' OF PARKING WILL BE ELIMINATED TO ALLOW FOR ADEQUATE STACKING. THE ACTUAL LENGTH WILL BE DETERMINED WITH AN UPDATED TRAFFIC STUDY. SHOULD ADDITIONAL PARKING BE REQUIRED, THE LANDSCAPE PARKWAYS WILL BE ELIMINATED TO PROVIDE THE DESIRED LANE /PARKING CONFIGURATION. STREET SECTION LEGEND 20'- 24' R/W KILCONNEL PLACE KILGARY PLACE PRIVATE LANES KILIFTER PLACE KILJOHN PLACE (WEST) 37.5' R/W KILKENNY PLACE KENZIE PLACE KILPATRICK PLACE KIBOSH PLACE KILDARE PLACE KILROSS PLACE KILRANE PLACE KINNISON PLACE KORMORANT PLACE KINSALE PLACE (NORTH) KYLEMORE PLACE KOKANEE PLACE OMAGH PLACE OTIS PLACE KONNEMARA PLACE O'NEAL PLACE KUSH PLACE O'NOAH PLACE KYRIE PLACE O'BRIEN PLACE 42.5' (A) R/W O'DONOVAN PLACE KARRINGTON PLACE O'DREW PLACE (SOUTH) KILJOHN PLACE (EAST) O'HAMPTON PLACE O'DREW PLACE (NORTH) O'HARA PLACE O'KEEFE PLACE O'LEARY PLACE O'SHAWNEE PLACE 42.5'(B) R/W KEEGAN PLACE O'TOOLE PLACE 45' R/W KEISER AVENUE 55' R/W 46.5' R/W TWIN CREEKS ROAD (V.O. NORTH) KOHLSON PLACE 56' R/W 47' R/W O'RYAN ROAD (EXCEPT @ PARK) KINSALE PLACE (@ PARK)) 61' R/W 51' R/W KILLARNEY ROAD (WEST) O'RYAN ROAD (@ PARK)) 63' R/W O'GILL PLACE 52' R/W KALAGHAN PLACE 68' R/W (A) TWIN CREEKS ROAD (CENTER) KALIN PLACE KARMANGEYA PLACE 68 R/W (B) KARRACO PLACE KILLARNEY ROAD (CENTER &EAST) KASHMIR PLACE KASSEDY PLACE KELLS ROAD (SOUTH) KAVANAUGH PLACE 80' R/W KEARNEY PLACE TWIN CREEKS ROAD (SOUTH) KELLEHER PLACE 88' R/W KELLEY PLACE KELLS ROAD (NORTH) KELLUP PLACE R.P. EXPY 104' R/W KENMARE PLACE KERRY ROAD (NORTH) KESTREL PLACE R.P. EXPY NOTE: ADDITIONAL PUE'S MAY BE REQUIRED DURING FINAL DESIGN 7-1 z 0 cn > mom I v 0 N c� 0 w U 3o mZ L N m m a m o 0 w T- j z z Y J � C) U w Q u d' w S CD U U �o E N� Jw N o K m U � 0 ° upm � U R/W w zZ CD �Z Q w o sI Z _ Y a �< o� o zm Y� Z� �o O z O Co U ER o v � : o -m or.Zo w 0 z W CL LL:x W W a w N z a Q z Of O J U H W 0. Ix Q a co Y Z D O H W aLu �_ > W Ix H Z � a Y W H a co a I W Of > w Z z O w Ii O U PROJECT NO. 19539 -00 SHT 5 OF 26 TWIN CREEKS INTERSECTION DETAIL SELECT LOCATIONS ONLY N.T.S. R/W F/C N.T.S. INSTALL FENCE 15' ON BNDY (TYP) 250'+ UTILITY / TREE LAYOUT - FRONT LOAD PRODUCT LOT LINE 20' INSTALL FENCE ON LOT LINE PARCEL B (TYP) (BLACK VINYL CLAD CHAIN PROPOSED WATER QUALITY / DETENTION BASIN LINK - 42" HIGH) CONFORM AT I 2� PAD PROPERY LINE i ELEV - 1' MIN -2% ABOVE 100' WS 7117117117 17111- MAX WATER SURFACE LOW -FLOW CHANNEL SLOPE VARIES LOCATION VARIES EXISTING GROUND SD VMIN .. .. .. N.T.S. University District Specific Plan - UD LLC and Vast Oak Properties December 31, 2013 Off - Site / PFFP and On - Site Infrastructure Phasing Program N.T.S. 2' 3' 16' DRIVEWAY 69' 3' MIN Vast Oak North UDLLC Roadways & TCD* LO MIN LOW HIGH I I Commence • Connect to 69' BACK OF south - side SIDE I I I rn ° M I I I 24' D/W ESMT M SIDE south - side of BACK OF 1 69' RPX from WALK I I I I _ O O Nt I I I I I - O I from Snyder to RPX. WALK 69' Snyder to PHR intersections at intersections at intersections at Park, TCD at • Modify TCD at I 58' Q by 800`" MR Phase. Iz lI RAMP RAMP Iz lI of north - side bldg.. permit. N mi 12:1 MAX N 12:1 MAX iii N • Install RPX 1 Phase, connect to Phase, connect to Phase, connect to road to Keiser Phase roadways Snyder to VO perm. south earlier Phase and earlier Phase and earlier Phase and prior to 850th PHR by 25`' - side TCD a �I stub for future MR bldg. ICI with south - a LO Q U V) II permit. side roadway. II iA Q U 0 • Commence • Install RPX • Modify Keiser Ph. 2 to Z g II II PHR and TCD II II Z g RPX/PHR CURB AND GUTTER SLOPE at Keiser /PHR. CURB AND GUTTER STREET intersections STREET TCD with with south - HIGH SIDE LENGTH VARIES, SEE CITY Phase and STANDARD FOR MORE INFORMATION connect to DRIVEWAY PLAN VIEW roadway. roadways. N.T.S. INSTALL FENCE 15' ON BNDY (TYP) 250'+ UTILITY / TREE LAYOUT - FRONT LOAD PRODUCT LOT LINE 20' INSTALL FENCE ON LOT LINE PARCEL B (TYP) (BLACK VINYL CLAD CHAIN PROPOSED WATER QUALITY / DETENTION BASIN LINK - 42" HIGH) CONFORM AT I 2� PAD PROPERY LINE i ELEV - 1' MIN -2% ABOVE 100' WS 7117117117 17111- MAX WATER SURFACE LOW -FLOW CHANNEL SLOPE VARIES LOCATION VARIES EXISTING GROUND SD VMIN .. .. .. N.T.S. University District Specific Plan - UD LLC and Vast Oak Properties December 31, 2013 Off - Site / PFFP and On - Site Infrastructure Phasing Program N.T.S. STREET TYPICAL 6 -PACK MOTOR COURT N.T.S. 12' 4.5' TRAIL LANDSCAPE 2' VARIES 2% 100 YR WS F7 EXISTING GROUND HINEBAUGH CREEK SECTION B -B Infrastructure 1st Phase Later Phases Vast Oak West 69' 69' Vast Oak North UDLLC Roadways & TCD* LO Commence Connect to north I � I N I I Commence • Connect to 69' 69' south - side - side and south I I I rn ° M I I I 24' D/W ESMT M Keiser Ph. 1 south - side of 69' 1 1 69' RPX from - side RPX I I I I _ O O Nt I I I I I - O I from Snyder to RPX. 69' 69' Snyder to PHR STREET TYPICAL 6 -PACK MOTOR COURT N.T.S. 12' 4.5' TRAIL LANDSCAPE 2' VARIES 2% 100 YR WS F7 EXISTING GROUND HINEBAUGH CREEK SECTION B -B Infrastructure 1st Phase Later Phases Vast Oak West Vast Oak Central Vast Oak East Vast Oak North UDLLC Roadways & TCD* Use existing Commence Connect to north Connect to north • Connect to north Commence • Connect to a RPX for 1" south - side - side and south - side and south - side and south Keiser Ph. 1 south - side of 58' I 400 C.O. RPX from - side RPX - side RPX - side RPX from Snyder to RPX. I • Commence Snyder to PHR intersections at intersections at intersections at Park, TCD at • Modify TCD at I 58' construction by 800`" MR Phase. Phase. Phase. Keiser / Snyder, RPX and UD. of north - side bldg.. permit. install In Tract Install In Tract Install In Tract and bridge 1 Install In Tract RPX from • Install RPX 1 Phase, connect to Phase, connect to Phase, connect to road to Keiser Phase roadways Snyder to VO perm. south earlier Phase and earlier Phase and earlier Phase and prior to 850th PHR by 25`' - side TCD stub for future stub for future stub for future MR bldg. MR bldg.. with south - Phase. Phase. Phase. permit. permit. side roadway. • Commence • Install RPX • Modify Keiser Ph. 2 to north - side RPX/Snyder & PHR and TCD and temp. RPX/PHR at Keiser /PHR. south side intersections • Install In Tract TCD with with south - Phase and north - side side RPX connect to roadway. roadways. earlier Phase. Potable / Recycled Install Water Install Water Install In Tract • Install In Tract • Install In Tract • Install In Tract • Install In Tract Water* Trans. / Distr. Trans. / Distr. Phase utilities, Phase utilities, Phase utilities, Phase utilities, Phase utilities, lines in RPX lines to P.W. connect to RPX connect to RPX connect to RPX connect to connect to RPX to I" Phase, Tank and lines, connect to lines, connect to lines, connect to earlier Phase. lines. • Install Water construct P.W. earlier Phase and earlier Phase and earlier Phase and Trans. / Distr. Tank prior to stub for future stub for future stub for future lines in RPX occupancy of Phase. Phase. Phase. to PHR as the 401" unit . part of RPX north - side roadway. Sewer* • Fund ESTS • Fund ESTS • Install In Tract • Install In Tract • Install In Tract • Install In Tract • Install In Tract North Reach North Reach Phase utilities, Phase utilities, Phase utilities, Phase utilities, Phase utilities, and use after and use after connect to RPX, connect to RPX, connect to RPX, connect to connect to RPX. 400" MR 400'h MR bldg. connect to connect to connect to earlier Phase. bldg. permit. permit. earlier Phase earlier Phase and earlier Phase and • Alternate and stub for stub for future stub for future connect to future Phase. Phase Phase Kisco or new RPX sewer to VO West Storm* Install VO Coordinate with Install In Tract Install In Tract Install In Tract Install In Tract Construct UD West WQ / SCWA on Phase utilities, Phase utilities, Phase utilities, Phase utilities, WQ / Detention Det. Basin if upstream connect to VO connect to VO connect to VO connect to VO Basin. VO I" Phase. Copeland West Basin, stub West Basin, stub West Basin, stub West Basin, stub • Construct 10 • Construct Detention for future Phase. for future Phase. for future Phase. for future Phase. acre UD temp. temp. basin Basin. Basin or SCWA on UD LLC. upstream Basin. * CERTAIN IMPROVEMENTS ARE SUBJECT TO PFFP CREDITS INSTALLED BY DEVELOPER. VAST OAK WEST IS ANTICIPATED AS THE Is" PHASE, WITH VO CENTRAL AS THE 2 "D, VO EAST AS THE 311D, VO NORTH AS THE 4TH AND UD LLC AS THE LAST. TIMING OF COMPLETION OF IMPROVEMENTS IS SHOWN IN EXHIBIT C - 1 OF THE AMENDED AND RESTATED DEVELOPMENT AGREEMENT. 02 -25 -2014 1:43pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -06 SECTIONS & DETAILS.DWG 36' CURB TO CURB (44' CURB TO CURB) R/W SD SS 6' 6' 6' 12' (11') (6') (6') (10') TYPICAL UTLITY LOCATIONS* NTS R/W BOUNDARY VARIES I I ROHNERT PARK EXPRESSWAY 2% .. 2% - SECTION C -C N.T.S. 100 YR WS 15' NTS *SUBJECT TO FINAL DESIGN 32' CURB TO CURB (36' CURB TO CURB) W I Q 0 SD SS � 6' 6' 10' 8' 8' (11') (10') (8') (8') (10') o TYPICAL UTLITY LOCATIONS* NTS *SUBJECT TO FINAL DESIGN STREET —T - - - - - - TYPICAL 4 -PACK MOTOR COURT 2% SPILLWAY ELEV - 0.1 (MIN) ABOVE POND AND CREEK 100' - SECTION D -D NTS P/L 12' VARIES i TRAIL i 1' 2' PAD \3�. EXISTING GROUND SECTION E -E NTS N.T.S. FENCr VERTICAL DIFFERANCE UP TO 2.5' MAY BE RETAINED WITH A RETAINING WALL UNDER FENCE AT P/L TYPICAL REAR /SIDEYARD DETAIL N.T.S. 3.0' PROPOSED D/W 1.0' 2.0' 4 -1/2' a g CLASS II A.B. AND SUBGRADE P/L OPEN SPACE - - - -- - - - — EXISTING GROUND i/,j % PAD SECTION F -F LOW- PROFILE CURB @ DRIVEWAY DEPRESSION NTS P/L OR EDGE OF PATH 12' 4.5' TRAIL LANDSCAPE OPEN SPACE 2' AND /OR 2% 2% CREEK BUFFER 3TX - - - -- -�P - -- - -- - - - - -- CONFORM TO EXISTING GROUND EXISTING GROUND SECTION G -G N.T.S. O o 54' 62' C/) Q a W h O Q Z� � 6' 14' 70 _� a SIDE SLOPE I I N 54' `� I I I I 62, 0 0 58' I 58' I w 20' D/W I ESMT I I co I I I - I ti (0 I I I W �x I 58' I 58' STREET —T - - - - - - TYPICAL 4 -PACK MOTOR COURT 2% SPILLWAY ELEV - 0.1 (MIN) ABOVE POND AND CREEK 100' - SECTION D -D NTS P/L 12' VARIES i TRAIL i 1' 2' PAD \3�. EXISTING GROUND SECTION E -E NTS N.T.S. FENCr VERTICAL DIFFERANCE UP TO 2.5' MAY BE RETAINED WITH A RETAINING WALL UNDER FENCE AT P/L TYPICAL REAR /SIDEYARD DETAIL N.T.S. 3.0' PROPOSED D/W 1.0' 2.0' 4 -1/2' a g CLASS II A.B. AND SUBGRADE P/L OPEN SPACE - - - -- - - - — EXISTING GROUND i/,j % PAD SECTION F -F LOW- PROFILE CURB @ DRIVEWAY DEPRESSION NTS P/L OR EDGE OF PATH 12' 4.5' TRAIL LANDSCAPE OPEN SPACE 2' AND /OR 2% 2% CREEK BUFFER 3TX - - - -- -�P - -- - -- - - - - -- CONFORM TO EXISTING GROUND EXISTING GROUND SECTION G -G N.T.S. TYPICAL FINISHED LOT GRADING N.T.S. HINGE 5 RIW MIN PAD i �j . .1 12% PROPOSED �'r - 71 _ STREET TYPICAL SIDEYARD CORNER LOT DETAIL N.T.S. 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N.T.S. 0 TYPICAL KNUCKLE DETAIL z NTS v 0 N C-') 3 w U -7) of mZ N m m a M o 0 w Z ZY U Q Q w Q U a� w S -ION) 4RK EXPRESSWAY) N ^ J w N om 0 0� up � U w 5 Z O �Z Q w W_ 0 0� �Q Z _ Y Q O Of� o zm Y� Z� �o 0 TYPICAL CURB RADIUS DETAIL NTS o Z 1?X MW H y MJ M) Aj7Wa110-1 ' +RN 4 iAfL BELO W AO MFG' C VRR DRAW CbM DRAW TYPICAL LET DRAINAGE - NOT TiJ Sf ' ,3' DRAIN RPE OilRFEV A SO 4' PERFORAMV �'AWY LL" P 3' PERAFA&E FLU SIX Pry W 03ASS 2 PM SII RETENTI N DETAIL NOT TO XALE Q Z O tL J U H W y CL �a Q aW 0 � W y0 > H I co LU a z_ Z a � Hy CID 0a IX F- LU Of w Z Z 2 O W O H U 'ROJECT NO. 19539 -00 SHT 6 OF 26 O o U � ER� o v � o :�>:: r 0 0 Z z w w CL W �x a W w N z a Q Z O tL J U H W y CL �a Q aW 0 � W y0 > H I co LU a z_ Z a � Hy CID 0a IX F- LU Of w Z Z 2 O W O H U 'ROJECT NO. 19539 -00 SHT 6 OF 26 SEE SHEET 8 1 00 130 1 ao uo 1 00 00 1 u0 lzu L/5 ri L/b L// ri L /ZS L/y hi LtSU ' 281 Lo _ 001 - _ I I _ - I ^ I ^ I 1 x ^ I 4,431 ±sf I eV) - 71 76 ° ° 99 104 - ° 127 ° 132 ° 155 160 3,988ts/ 4,097tsf 4,097tsf 4,097tsf 4,097tsf L46 sf O 4,011 # .,f 1 283 N 264 N. cfl v co v v co co co co . v � � v � v � v 1 � I I I I I I I I o 3,910tsf 3,910tsf 3,910±s/ 3,910±.,( 3,910±s/ 3,910±.,( 3910tsf 5,515tsf x 44 I 5,195 #sf Ln 3,203 #s / 1 : 5, 31' 12' 114' 58' 58' 58' 58' `� 1 j' 38' 1 10'13 r9, II 85' 85' 85' 85' 85' 85' 85' 115' ° 75' 52' I 70 (D 77 0 98 � 105 CD 126 133 co 154 CD 161 KELLEY PLACE N o - - , 0' 60 3,910#sf 3,910 ±sf I 3,910 #s / 3,9101sf I 3,910 #s / 3,910#sf I 3,910 #sf 4,201 #sf "� F o Lo � °', 284 Lo 263 u') N 1 3,552tsf Lc°n 2,822 ±sf j , i 1 85' 85' 85' 85' 85' 85' 85' 81' --- - - - - -_ - -- O SCALE: - 69 - 78 97 106 - - 125 - 134 - CD 153 co 162 f 47' s7' S8' 5a' S8' 5s' Ss' 4s �r, I m I w � � " o I 1 60 - - -� 53' ; 3,910 ±sf 3,910tsf 3,910±s/ 3,910tsf 3910±s/ 3,910tsf 3910±sf 3,834 ±s1 1 _ _ 323 co W L, 330 329 328 (o 327 326 1W 325 324 285 - -- 262 NI o CD CD CD 85' 85' 85' 85' a 85' 85' Q, 85' 85 ^ 4,403 ±sf 1 4,489tsf 3,886 ±sf 1 3,886 ±sf 3,886±s/ 1 1 3,886 ±sf 3,886tsf 1 4,336tsf ^ N `° o ■ W Q a I 1 M 3,732 ±sf L 3278tsf 68 co 79 co a (D 96 co 107 124 135 G.. co 152 C.0 163 CD 67' 67' 58' 58' 58' 58' 58' 66' IQ 3,910tsf 3,910tsf Qr 3,910tsf 3,910tsf v Z 3,910tsf 3,910tsf 3 910tsf 3,910ts1 70' 64' 62' 54' 62' 54' 62' 62' a 1 w i i i i i i i i W I 65' 53' I I O.r O - L_ -J L_ J L_ J L_ J' i s5' 85' x 85' 85' s5' s5' I O 85' 85' Q 315 - 316 317 318 - 319 - 320 321 - 322 a I 286 261 W 67 80 O � 95 108 _ Z co 123 136 py co 151 164 co a 4,296tsf o 3878tsf 3782ts/ 3,294tsf 3, 782tsf 3294ts/ 3,782tsf Co 3,782ts/ a 3770tsf co 2,888±s/ CD Iry CD 3,910#sf 3,910 ±sf a 3,910 #s / 3,910 ±sf Co z 3,910 #s / 3,910#sf � 3,910 #sf 3,910 ±sf 1 ■ Q I I �"� I �"� 70' 64' 62' 54' 62' 54' 62' 62' '~ i54' A 85' 85' x 85' 85' x 85' 85' 85' 85' i 67' 67' 54' 62' 54' 62' 54' 70' 26.0' 1 26.0' - - - -65' - - -- ' - 66 - 81 CD co 94 - 109 - 122 - 137 - - 150 165 - - - - - -_ 287 N 260 N: x ° ,� r 314 - 313 - 312 r 311 r 310 309 r 308 307 r ° ° ° (° v co co co co co 52.0' Lo Lo 3,910 ±sf 3,910tsf 3,910±s/ 3,910tsf 3910±s/ 3,910tsf 3910±sf 3,910 ±s1 W `° 3,770tsf 3354±sf : 4,087 #sf r - � 4,087 #sf 3,294 #sf r - � 3,782 #s / 3,294 #sf r - � 3,782 #sf 3,294 #sf r - � 4,270 #s / I I I I I I I I I I � 1 I x 85' 85' 1 85' 85' 1 85' 85' i 85' 85' 67' 67' 54' 62' 54' 1 62' 54' 70' W - 65 - 82 co 93 CD 110 121 138 � co 149 CD 166 co I 70' 64' 58' 58' 58' 58' 58' 66' E�4 I s5' S4' co co v v v co v I rn I I 3,910tsf 3,910tsf 3,910tsf 3,910ts1 3,910ts/ 3,910tsf 3910tsf 3,910ts1 _ w " 288 259 U') i 299 300 301 302 ^ 303 304 305 306 _ Lo �' 2,954ts/ I �I m I o1 co 1 01 m 1 oI '� 3.732 #sf • • 85' 85' 85' 85' 85' 85' 85' 85' 1 4,632 ±sf 4,260±.,1 3,886 ±sf 1 1 3,886 ±sf 3,886±s/ 1 3,886 ±sf 3,886tsf 1 4,336 ±sf J�T 64 - 83 C 1 (o 92 � 111 - 1 ° 120 139 - 1 - 148 167 co co v co v co co v v , ^�60' 55 3,910 #sf 3,910 ±sf 3,910 #s / 3,910 ±sf 3,910 #s / 3,910#sf 3,910 #sf 3,910 ±sf 50' 64' 58' 58' 58' 58' 58' 46' KILPATRICK PLACE co 289 N 258 �85' 85' 1 85' 85' 1 85' 85' 1 85' 85' N o o Lo 0 3,430 #sf 3,552 #sf - 63 84 91 - 112 - 119 - 140 - 147 168 1 - - - - - - - - - ° - Lo - - - - - - - w � � PUE, PAE, 3,910 ±sf 3,910tsf 3,910±s/ 3,910tsf 3,910±s/ 3,910tsf 3,910±sf 3,910 ±s1 N m U 55' 1 1 67' 58' 58' 58' 58' 58' 27' 13, 75' 56' O Q 85' 85' 85' 85' 85' 85' 85' 85' 1 44' 1 -� �• m I p z ' 62 85 1 - _ 1 - - 1 146 169 - - 290 co Lo 3020 Sf �' 90 113 ° 118 141 ° ° ° _ - Lb 1 5,195tsf Lo W 12.5' 25. o' � 298 �, 297 296 �, 295 Lo 294 Lo 293 Lo 292 Lo 291 M 1 Z 0- 3,910tsf 3,910tsf 3,910tsf 3,910tsf 3,910tsf 3,910tsf 3910tsf 3,910 ±s1 - ^ ^ ^ , ^ ^ ^ Ir N------- - - - - -- - - -- Q �, 5,520tsf 4,993tsf 4,329tsf 1 4,329tsf 4,329±.,/ 1 4,329tsf 4,329tsf 5,968 #sf o W Y U ' 26.0' 26.0' 26.0' 26.0' 26.0' 26.0' 1 56' � Q I I 1 26.0' 26.0' _ _ 91' W 85' 85' 85' 85' 85' 85' 85' 85' 75' 67' 58' 58' 58' 58' 58' 84' --- - - - - -- - - -J Q. -It Q W _ 7.5 61 - 86 CD QD 89 114 - CD 117 � 142 145 170 1 ' U I v v o � v v 78' 64' 62' 54' 62' 54' 62' 80' L - - J 3,910 #sf 3,910 ±sf 52 0' 3,910 #s / 3,910 ±sf 521, 3,910 #s / 3,910#sf 52'r 0' 3,910 #sf 3,910 ±sf U1 r r 52 0' L_ J L_ J L_ J L_ J ^ r - Lo 255 ° �I w 85' 85' 85' 85' 85' 85' 85' 85' 1 Lo - - - - - I a Lo V m _ - _ _ _ _ 247 r- 248 Lo 249 � 250 � 251 252 Lo 253 p 254 - 8.852 ±sf ° z I N 60 87 N ' N 88 rn 115 N ' N 116 143 N ' N 144 171 `�" 5,754±.,/ 4,758 #sf ^ 4,627 #s / ^ 4,030 #s / ^ 4,627±.,/ ^ 4,030 ±s / ^ 4,627 #sf ^ 5,971 #sf ^ x Q = W v 4,079 #sf 4,079 #s / � 4,079 #sf 4,079 #sf � 4,079 #sf � 4,079 #sf 4,079 #sf � 4,079 #sf 1 w '� � • 65' 65' i 65' 65' i 65' 65' i 65' 65' �" 58' 64' 62' 54' 62' 54' 62' 80' 91' 43' �' i PARKING RESTRICTED, KERRY ROAD N o co o KERRY ROAD SEE NOTE ON SHT 5 j a ■ N co I - - - - - - - - - - - - - - - - - CV - - - - - - - - - - - - - - - - - - I - - - - N L r co W o Lo o Lo ■ /1% N 1 N w InQ- 26' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 34' 54' 54' 54' 94' 45' 45' 45' 45' 45' 45' 23' G,• ►x 207 � 208 , 219 � 220 - Lo 44 N 245 246 r x I - � - - I o x co M 3, ,841 #sf 3,841 #s( `°' co 3,841 #s( 4,x88 # ., / - 241 0 242 N 243 N 59 � 58 - 57 - 56 � 55 - 54 - 53 - 52 - 51 - 50 - 49 - 48 - 47 Lo 46 Lo 45 - 44 � 43 Lo 42 "' `" I "' �3,164ts /^ ^ Lo Lo 00 Lo � 00 3,231 tsf 3,240tsf 3,240tsf 3,240tsf 3,129tsf ■ o) w °° Lo 00 m w °° °° `° °° °o °° c'o 74 ' 74 74 ' 94 ' � 03,824±.,/ 3,910tsf 3,910tsf 3,910±.,1 3,910tsf 3,910tsf 3,910±.,/ 3,910tsf 3,910tsf 3,910±.,/ 3,910tsf 3,910tsf 3,910±.,/ 3,910tsf 3,910tsf 3,910tsf 3,910tsf 4,506±.,/ 1 2' Q I I Lo 1 10' 32' 45' 45' 45' �I ■ ° - 206 - 209 �, I - 218 - 221 I N 4� Z I 12.5' 25.0' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 54' v v 4,014tsf - 1 3,330tsf 3,330±.,/ W , 3,330±.,/ ti� KYRIE co o PLACE Qom: J WI 7.5' 74' 74' I 74' 76' - - ---9 - - - - I Q N ■ � Lf') ' a 1 222 - I N v I ' ° 25 - 26 � 27 Lo 28 - 29 30 - 31 - 32 - 33 - 34 - 35 - 36 - 37 _ 38 39 40 - 41 205 210 a 217 3,223±s/ cv 24 o u0 0 0 u� n 0 Ln 0 0 3,330tsf 3,330±.,/ I 3,330±.,/ 3 39' 50' 50' 39' 3� Lo I I 3,824ts10 3.910 ±sf 3,910 ±sf 3,910 ±s1 3,910 ±sf °D 3,910 ±sf 3,910 ±sf 0D 3,910 ±sf 0D 3,910 ±sf CO 3,910 #s / 3,910 #sf 3,910 #sf 0D 3,910 #s / CO 3,910tsf w 3,910 #sf 3,910 #sf 3,910 #s / 0D 4,507 #sf 74' 74' 74' 73' W I 1 _ ° w 1 238 0 237 - 236 _ 235 I M I N 1 N r, �` - 204 - 211 I 216 223 - - ^ - aZ I 26' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 34' v v v M Qr I L° 4,101 #sf 3,526 #sf 3,528 ±sf ^ 4,105 ±sf Ln I 1 3,330tsf 3,330±s/ � 1 3,330±s/ 3,329±sf � 1 1 I ° 74' 74' Q 74' 74' m I - - - - - - - - - - - - - - N - - - - - - - - - - - - Q•y I 59' 50' 50' 59' 0 z `° KILGAY PZAC 1 - - . _ 203 � 212 Lo ' L 215 224 1os' 109' I 0 1 EXISTING R/W NT 3,330tsf 3,330±.,/ 3,330±.,/ 3,330tsf Lo 239 234 v 53' 26.0' 26.0' 26.0' 26.0' 4,09, 4,920±, i 213' 31' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 47' 58' �j 1 74' 74' 74' 74' 1 1 109' 109' 1 0 7 ' Lo 202 - 213 Lo 214 225 Lo Lo 23 22 21 20 - - - - - - - - - - - - _ Lo 52 0' 52.0' _ - -tt 3,812t5f o Ln T � 19 -LO 18 � 17 C 16 � 15 � 14 zo 13 � 12 � 11 Lo 10 � 9 �, 8 L, "' 1 3,330 # .,f 3,330±.,/ 3,330± ., / 3,330±sf 240 �, 233 TW, i co m 0 0 0 0 0 m m 0 0 0 b 0 7a' 1 I v ■ °D3,891ts/ 3,910tsf 3,910 ±sf 3,910 ±sf 3,910tsf 3,910 ±sf 3,910 ±s / 3,910tsf 3,910 ±sf 3,910 ±s / 3,910tsf 3,910tsf 3,910 ±s / 3,910tsf 3,910tsf 3,998 ±s / 74' 74' 74' 74' 4,919tsf 4,920tsf Q I 50' 48' 50' 50' 48' 50' x I 109' 109' ■ Lo 6 26.0'1 26.0' 1 59' 50' 50' 59' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 46' 47' 3,508 ±sf co 737' 78' 201 � 200 199 o I 228 227 226 �' x I 229 0 230 - 231 0 232 52L 0' 3, 711 tsf 3, 648 ±sf ^ 3, 716tsf 3, 723±s/ ^ 3, 658±sf " 3, 728 ±sf ^ ^ 1 N : PARCEL C o _ 1 I 4,062tsf 3,500 #sf 3,500±.,( 4,068±.,( � 5 Lo Lo P 0 5K AC D N v 3,508 ±sf i �j' 30' 48' 30' �� I �j' 30' 48' 30' �� I �i, 39' 50' 50' 39' �� M 1 78' - N p O i 3,508 ±sf Q Lo KENMARE PLACE '� I 78' Q, N I z 1 30' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 53' a � �j' Lo 3 � Lo 187 ° 3586 .,f 3,508 ±sf _ 198 0 197 0 196 0 195 0 194 0 193 0 192 0 191 0 190 0 189 0 188 0 N PARCEL B 78 3,429 ±sf ^ 3,159tsf 3,157tsf 3,156tsf 3,154tsf 3,153 ±sf 3,151 ±sf 3,149 ±sf 3,148tsf 3,146tsf 3,144tsf 3,143tsf 73' WATER QUALITY BASIN / DETENTION BASIN _ 2s.o' 6.5 • 0 Ln 1 50' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' N 5.80 AC NT 2 � 185 - ' 3,508 ±sf N v 9.1' 78' 3,304 #sf 73' 42 5' I ■ 73 174 175 - 176 _ 177 178 - 179 - 180 - 181 182 n 183 o (STORM DRAIN EASEMENT FOR CITY OF co N Lo 172 ' ROHNERT PARK AND SONOMA COUNTY ^ ^ ^ - ^ 1 3,600 #sf 3,321 #s / 3,323 #s / 3,324±.,(^ 3,326 #s(� 3,328 #sf ^ 3,329 #sf ^ 3,331 #sf ^ 3332tsf ^ 3,334tsf 3,336tsf 3,337tsf _ 184 `� WATER AGENCY) 3,858±sf , 0 3,585 ±s / 1 74 rn �i, 30' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 53' 1� - - N -, KOHLSON PLACE Ln v IL • ti� .O 4� 9' °° 566' �.. 50._. 2 .._.._.._.._.._.._.._.._.._.._.._.._.._. ._.._.._.._.._.._.._.._.._.._.. 878._.._. .. _ _ 731' T 17 PARCEL A �. - Lo PROJECT BOUNDARY LANDSCAPE NOTE:I 0.29 AC 1. REFER TO SHEET 2 (BOUNDARY INFORMATION) FOR ADJOINING PROPERTY OWNERS AND BEARINGS /DISTANCES 2. REFER TO SHEET 5 FOR S TREE T CROSS SECTIONS. 02 -25 -2014 1:45pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -07 PROPOSED LOTTING.DWG 120' U W 7 0 U J J D W a I z 0 w 0' z Q Z Of O J U W O a Q Z O N o U L � z- C7 ER� � to w U -7) 0 �O as d O v m LLj= II Y H a m m LLi m o 0 w z z 0 w Y U Q v w w = Ul U z �o �� jam N ^ ° ww � N om w up r m U n ¢� � w zZ °� %MEN C-R 19539 Q o Y ca z s� =o - a x NQ _- o- o � � EE '`W zm Z� Y� �o Q Z Of O J U W O a Q Z O o U � y o ER� >� JR Q 0 �O as d O v � W Y H a 1 cr) I w LLi -,-m Z � z OW w z RZ LL. O w �� br PROJECT NO. 19539 -00 CL EE '`W W a LLj a Q Z Of O J U SHT I 7 OF 26 W a Q 0 OH LI J y o > >� Q 0 �O as Z W Y H a a IX F- w � z w LL. O U PROJECT NO. 19539 -00 SHT I 7 OF 26 L 677 - 678 _ 679 - 680 - 681 _ 682 683 - 684 - 685 686 - 687 - 688 689 - 690 - 691 692 - 693 - 694 So 46' 40' 40' �, �, p aD O O p L --- - - - - -- -- - - -- O CD (D o 00 4,000tsf 4,000 ±s / 0 4,000±sf 4,000tsf o 4000 ±s / w 4000tsf °D 4000tsf 4000 ±sf 4000±sf 4000tsf 4000 ±sf o 4000±sf 0O 4000±5/ 4000 ±sf 4000±sf 4000±5/ 4000tsf °D �' -` 2,760ts' 3,1408s/ 3,139 ±sf 2,969 ±sf � cz SEE SHEET 9 4_0_ 40 46' - - 412 � 429 � 438 �, M 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 35' 3,140tsfo 2,7291sf 2,741 #sf ' i 40' 46' 46' 43' C.0 CD ' KEARNEY PLACE 373 382 403 I I o' 60' I 120' N - 2,760 #sf 2,7268sf 3,139±sf L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 46' 40' 40' - 490- 491 - 492 - 493 - co C) Lo , 2,760tsf 3,140ts/ 0 3,140tsf o 3,019 -+Sf I SCALE: 1 =60 o N 40' 40' 45' - 413 0) 4280') 439- - - - - -- -- r - -- - - - - - -- 6' 50' 50' 50' 50' 50' 50' 50' 35' 35' 50' 50' 50' 50' 50' 50' 50' 35' o 0 0 26.0' 26.0' 1 I �3 ?r, ?r, 3,139 ±sf 2,722 #sf 2,726 #sf • 45' w 372- 383 a, 402 w ------------ 40' 46' 46' T coo co co r - -- - - - - -- - - - - -- L ------------ 712 _ 711 - 710 - 709 708 - 707 - 706 - 705 - 704 d 703 - 702 701 700 - 699 - 698 - 697 - 696 695 2,760 #Sf 2,725 ±Sf 3,139±sf 52.0' I NOTE.• p � 00 00 co co 00 o co 00 co 00 OD 00 co 0 _ as' 39' 40' 0) 489 0) 488 � 487 -m 486 � . n 4,717±s1 °D 4,000±sf 4,000 1s1 4,000±sf 4,000±sf 4,000 1s1 4,000 ±sf 4,000 ±sf 4,314tsf CD � I GD 4,314±sf 4,000±sf 4,000tsf 4,000±s1 4,000±sf 4,000tsf 4,000±s1 4,000±sf 4,314±sf o I r L I o o o 0 0 • a c° 2,7sot5f 3,140±5/ 3,140tsf 3,069tsf 1 I 1, REFER TO SHEET 2 (BOUNDARY 34.0' 34.0' ao' - 46' � 414 � 427 � 440 0 j INFORMATION) FOR SECTIONS. 26.0' 26.0' - - - - -- - - - - -- - co co CD CD 3,140 #sf 2,7291sf 2,741tsf O 63' 50' 50' 50' 50' 50' 50' 50' 55' O I 55' 50' 50' 50' 50' 50' 50' 50' 55' 371 �, 384 401 rn 1 40' 46' 46' 45' 1 j 2. REFER TO SHEET 5 FOR cn 68.0' 2,760 #sf 2,726SSf 3,139±sf o STREET CROSS ADJOINING LLJ 713 - - So d 722 - 723 724 725 - 726 727 - 728 - 729 730 as' ao' 40' w � 482 � 483 co 484 CD 485 PROPERTY OWNERS AND 714 0 715 p 716 0 717 0 718 0 719 0 720 0 721 o fx o p p C) p p p BEARINGS /DISTANCES NOTE.- r) 4,946±s1 co 0° 00 0O °o CO N o co co °m o o 00 2,760tsf 3,140ts/ 3,140tsf 3,120tsf w rn 3,94585f 4,000±5/ 4,000tsf 4,000tsf 4,000±5/ 4,000tsf 4,000SSf 4,314tsf W 4,314tsf 4,000tsf 4,000tsf 4,00085/ 4,000tsf 4,000tsf 4,00085/ 4,000tsf 4,31485f 40' 40' 45' I I d 415 �, 426 - 441 �, - - - - -- -- r - -- - - - - - -- x1 o o o 3,139 #s( 2,722 #s( 2,726 #sf 0, 0� 9 13' 28' 50' 50' 50' 50' 50' 50' 35' 3� 35' 50' 50' 50' 50' 50' 50' 50' 35' �' - 40' 46' 46' 46' 1 I 10' WLE m 370 �, 385 0 400 co - - - - -- - - - - - -- -- - - - - -- - - -- 6 I °• 2,760 #sf 2,7258Sf 3,139±sf - N o 45' 40' 40' Z ' M 481 - 480 479 - 478 0 , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - -- - - - - -- - - L - -- - - - - -- - - - - -- CD co CD w o L co w 2,760tsf 3,140ts/ 3,140tsf 3,170tsf i KONNEMARA PLACE _ x I j 0 40' ao' 4s' 425 CD 442 co ° 7 N _ -J 416 � o o �, 1 WA TER MAIN TO w"' 1 55' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 30' Pj 3,139 #sf 2,725 #sf 2,734 #sf 0--4 40' 46' 45' 46' I I T BE INSTALLED N N w 750 �, 369- 386- 399 �, x co 0 0 UNDER BRIDGE M 3,664 ±5f 749 - 748 - 747 - 746 - 745 744 743 742 741 740 739 738 737 736 735 734 733 732 731 2,760 #S( 2,726 #Sf 3,140 #SJ n v v v v v v v v n v ^ v 45' 39' 40' �, 474 - 475 - 476 - 477 I o n n n n F'_ n n n n n n n n rn m a 3,330 ±sf 3,330 ±sf 3,330 ±sf 3,330 ±sf 3,330 ±sf 3,330 ±sf 3,330 ±Sf 3,330 ±Sf 3,330 ±Sf 3,330 ±Sf 3,330 ±Sf 3,330±Sf 3,330±sf 3,330±sf 3,3308S( 3,3308S( 3,3308S( 3,3308S( 3, 11 I co CO cD 'o o 37. N ,r, 2,760tsf 3,140ts/ 3,139tsf 3,220tsf } C.D i 40' 40' 45' - - 1 - - - - -- - -- -- - - - - - -- 1 I Q b z 3 417 � 424 m 443 0, 7 to w U 12.5' 25.0' co 751 co C° 25.0' I 12.5' i 3,140 ±sf 2,7261sf 2,7348sf m II LLj - - 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 50' - 40' 46' 45' 47' - - 7.5' 3600±51 368 - 387 398 m - - -J L - -- I `° - - - - -- - - - - - -- , r r 0 0 1 m � r - -- - - - - -- - - - - -- m o o T T w - 2, 760 ±sf 2, 725 ±sf 3,139 ±sf w w 45' 39' 40' �, 473 - 472 �, 471 470 �, I I I w G� 753 - 754 - 755 - 756 757 758 759 - 760 761 762 763 - 764 765 - 766 767 768 769 770 771 w - o v v v v v v v v - - - - -- - - - - -- - - -r L - -- - - - - -- - - - - -- o o co 0 co 116.0' Q Q� w n n n n n n n n n n n n n n n n n I + c' 752 0 3,330±sf 3,330±sf 3,330±5/ 3,330±sf 3,330±sf 3,330±sf 3,330±sf 3,330±sf 3,330±sf 3,330±sf 3,330±sf 333085/ 3,3308sf 333otsf 3,33otsf 3,330 #sf 3,330 #sf 3,330 #sf 3,614 ±sf 2,760tsf 3,140±5/ 3,140tsf 3,27085/ I I I o � o o v 0 co -1 a 3,664±sf ao' 40' 4s' �, 418 - 423 - 444 ; W w �� - - - - -- - - - - -- - -- m 0) m o � 55' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 30' 3,139 #sf 2,725 #sf 2,734 #sf i I I o - I ■ ° 367 - 388 - 397 40' 4s' 45' 4s' x KALAGHAN PLACE co CD a I I y w N p I 2,760 #sf 2,726 #sf 3,1408sf I � N w J oc) co - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - - 46' 40' 40' �, 466- 467 468 469 - J CD Lo 26.0' 26.0' o o m co °� 1 I E N m o& co Z N 2,760tsf 3,140ts/ 3,139tsf 3,320tsf O 40' 40' as' 0) 419 0) 4220') 445 ,, ----------- r- - -- -- - - - - -- � I I I ow 13' 23' 45' 45' 45' 45' 45' 45' 45' 50' 50' 45' 45' 45' 45' 45' 45' 45' 30' co 0 0 o y 47, 9 j g j 3,139 #sf 2,7261sf 2,734 #sf 521.0' 46 45' 781 780 p , �, 366- 389 -m 396 40' -- 48 - -- I I EXISTING R/W N¢ - - - - - - - - - - - - - - - - _ - - _ - - - _ J L - - _ _ z U O Lo 790 789 788 787 786 785 784 783 782 v 3,414 #s / o ' M 3414 #Sr `� 779 778 777 776 775 774 773 772 2,760 ±si 2,725 ±sf 3,140 ±sf _ j� Q � ° w n n n n n n n n n n n n n n �n Y o n n " 45' 40' 40' co - v¢ Wz 3,073 #sf 3,275tsf 3,330tsf 3,330tsf 3,330tsf 3,330tsf 3,330tsf 3,330tsf 3,330tsf 26.0' 26.0' 3,330tsf 3,330tsf 3,330±51 3,330tsf 3,3308sf 3,3308sf 3,3308sf 3,61485/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ N 465 ^ 464 n 463 ^ 462 O J w o U Q Q 70 , 70 1 1 446 2,874tsf 3,367ts/ 3,367tsf 3,529ts( Qf of M 801 802 40' 40' 46' �, 420 - 421 - co I Q v v - - - - -- - - - - -- - - -J o m co 2,621±sf �i, �. I Y W 45' 45' 45' 45' 45' 45' 45' 45' 45' 3,36o ±s( w 3,3608sf 45' 45' 45' 45' 45' 45' 45' 50' 3,139 #sf 2,726 1sf 20' 46' 46' 29' I z a N W Q T 70' o' 70' 34.0' 34.0' 365 390- 395 A 1 o I I w m_ w U z Yo m 804 805 806 807 808 809 810 811 - 2,760 #sf 2,726 #sf 3,1408sf 46 40 39' - co - Z <_ ��//�� W � 791 792 793 794 - 795 796 797 798 799 - d � p -� w w� U) Z N o n n n � M a n n n n n n n o 87' I 37' I � W = w 3,069±sf 3329±sf 3330±sf 3330±sf 3330±sf 3330±sf 3330±sf 3330±sf 3330±sf o 800 1 0 803 0 3330tsf 3330tsf 3,330tsf 3,330±5( 3,330±5( 3,330±5( 3,330±5( 3614±5/ 68.0' o `o I Q W co W ) Q 38' & 0 3,414±5/ �� ,j 3,4/4±5( o �� Q 40' 40' 46' _ 1 Qj N I '^ � '0 40' 45' 45' 45' 45' 45' 45' 45' 50' x I 50' 45' 45' 45' 45' 45' 45' 45' 30' , d' n 448 n 447 35' 12 21 69 44' ,j I U p vJ "' KINSALE PLACE co o _, 364 0, 391 m 394 m 6,699±5/ 4,641 #5( 459 460 461 , I J o o Q U '� _ _ N _ ° _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N _ o 0 0 o j 2,987tsf1 3,10085( 2,77685( �n I Q rn 2, 760 ±sf 2, 725 ±sf 3,140 ±sf N U s W W Q- o p - 87' j I ER N r - - - - -- - - - - -- - - -� 69' 69' 69' 64' 1 N Q m I o N 40' 40' 46' U N I , 712 0 449 �, 458 0 457 o 456 0 455 o P ` 60' 60' �` �, I w I v I c) v v v J 3,437±s( 2,725tsf 2,726 ±s( I I 2,725 ±s( 2,533 #sf o v N 55 ' J ¢ I 820 819 I 363 - 392 393 - s7 69' 69' 69' 64' 1 I �-. I w w z LLJ 00 M 3,914tsf 3,914±5( c) 1 d co CD co rn I Q' I o r m o O U Z I ,_4 2,760 ±sf 2,726 ±sf 3,140 ±sf o 450 I 451 452 I �, I 453 Lo 454 a z>< W P-4 v L- v� v L- VJ � � 37.5' I w � Q 80' 80' P- 3,958ts( 3,140ts( 3,140ts( 3,139ts( 2,938±sf �d br cn 1 , 40' 40' 46' 87' 39' 69' 69' I W Lo 821 �, 818 a x 25.0' 12.5' a 3� x rn v Lo I 56' 56' 60' 61' 64' 64' 56' 64' 56' 65' i � w w I 3,600tsf 3,6008sf a 27.0' 34.0' x N co 362 CD 361 co 360 co 359 co 358 co 357 co 356 co 355 co 80' 80' I ,n Lo Lo o 0 o 0 o o N z 3,275tsf F - -13,453 ±sf 3,561 #sf F --1 3,739tsf 3,275tsf P -� 3,7398sf 3,275 ±sf F -1 3,762ts( ' 822 - 817 - x 6 0 1 1 1 1 1 1 1 1 1 i 56'1 60' 61'1 64' 56'1 64' 56' 65' ! d a 0 o I 3,520tsf 3,5208sf � i I i 1 i 60' 56' 65' 60' 60' ,60' 60' 61' I Q+ Q ' 80' 80' I Z n j 0 x Of ' 347 348 349 350 351 352 353 354 823 �D 816 I co I o co CD I co I co I CD I W It 3,721 ±sf 4,381 ±sf 4,051 ±sf 4,051 ±sf I I 4,051 ±sf 4,0518s( I j Z J � I 3,680tsf 3,6808sf 3,9658sf 1 1 1 1 1 1 1 1 4,034±sf 1 Q co 26.0'121.0' O c i 12. 25.0' 80 80' - PARCEL E 1 40' 56' 65' 60' 60' 60' 60' 42' `� co 815 I c) PUBLIC PARK M PUE, PAE, KALIN PLACE 1 824 - - - - - - - - - - - - - - - M �7.5 v � � 47! 0' 6.83 AC EVA (TYP) - N - o � 3520tsf 3,52085/ 1 W O _ N O 1 W p o A 80' 80' I N (L C o 4 825 CD 814 NOTE: 1 �� 48' 62' 61 69' 61 69' 44' 13'1 q, 82 I a Ix I 3 6808sf 3, 6808s( I 0 p,,, THE 2006 SPECIFIC PLAN AND THE PARKS AND RECREATION COMMISSION I �[ Z ' APPROVED THE USE OF PUBLIC STREET PARKING FOR TWIN CREEKS PARK. i Q � w so' so' PARKING IS ASSUMED TO BE ON ADJOINING STREETS AND APPROXIMATELY 346 345 344 343 342 341 340 339 C � 826 813 I 90 SPACES ARE AVAILABLE . 4,497±51 r` 4,18185/ n 4,114±5/ 4,650±5/ 4,114±5/ 4,650±5/ n 4,085±5/ a 4,603tsf �! 0 0 0 0 0 0 0 0 Lu Idn- 35208s( 3,5208s( ' SEE SHEET 6 FOR SPECIAL SEE SHEET 6 FOR SPECIAL 1 68' 1 1 62' 61' 69' 61' 1 69' 61' 1 70' I Q 0 TWIN CREEK NORTH BRIDGE ,� INTERSECTION DETAIL AT INTERSECTION DETAIL AT 72' 1 1 58' 65'1 65' 65'1 65' 65' 1 66' > W INSTALL WITH VAST OAK I 80' $� , SELECT LOCATIONS (TYP) SELECT LOCATIONS (TYP) , i i - 0 co NORTH I - L�J L J L -cnoJ LcnoJ 1 827 �2 I , , �1 332 333 334 335 336 337 338 I Q O Ix o 4,7658 3,913 ±s / 4,382 ±sf 4,382 ±sf 4,382 ±sf 4,382 ±sf 4,382 ±sf 4,432 #sf CD 4,7678sf ,4,767 #sf 1 , I Z a a I 66' 66' L� I , , 52' 58' 65' 65' 65' 65' 65' 60' 0 Y 28 Z� 712' �� W Q a6 I I , o ' TWIN CREEKS ROAD PARKING RESTRICTED, j I a 62, I ° o TWIN CREEKS ROAD N °v o SEE NOTE ON SHT 5 W Of -A z z co 00 R:%:300 o o PUE, PAE, o j ' _ 24' 6' I o o EVA w LL_ 131 O w I F,4, 65' � 65 65' fi� 71' 65' � � 65' 120' 62' 54' 62' 54' 50' 0- �� 34' 71' 91' 50' U 0 74 ' 100 0 102 ' 129 - 130 ' 157 0 158 1 o ' C) 51 0 127tsf o c°� tsl 0 4,127tsf o ri 4,171tsf �' 4,127±5/ 0 c°� 4,127tsf o 5,947tsf j o r 27� - 273 r 272 271 r 270 r 269 268 267 n 2a7' ,� co �, n n n, n n _ - n _ - 265 - .._.._.._.._.._..� I ` r r 266 �' PROJECT N0. a+ 26.0' 1 26.0' 26.0' 1 26.0' 26.0' 1 26.0' 3,815tsf 4,380tsf 3,815±51 4,380tsf 3,815tsf r -1 4,859±5/ �, 26.0' 1 26.0' `�' 3,729tsf 5,015±5/ 00 rn w co j 85' 85' _ 85' 85' 85' 85' s5' 120' r r -� 8,124ts( Oo 4,33985/ 19539 -00 : 2. '25.0' ` ' r - -r 72 75 co 100 103 52 0' - 128 10 131 156 159 54' 1 62' _5a' 62' 54' 1 70' 52.0' 54' 71 j co Ix 't 17,5 ' 1 i v , 58' 58' 58' 58' 58' 66' i 58' 67' _ _ 3,910tsf 39108sf 52.0' 3,910tsf 3,9108sf Z 3,910tsf 3,910 #sf 52.0' 3,91o8Sf 5,5208Sf w ------- - - - - -- - I , ■ SHT T/1 o Lo 282 n L - - - -91 - - - - - -- - - -- Q O w VL w - _ 1 51 �-7 I 85' 85' '�' w 85' 85' Ul U 85' 85' w 85' 120' a, 275 r 276 277 278 279 280 Z w Lo - I x - 71 76 1 d 99 104 Z I d 127 132 155 - 160 - 3,98885/ n j 4,097 #Sf n 4,097 #s( n j 4,097 #sf n 4,097 #sf n 4,576 #sf �d/ 1 281 4 431±5/ M; 283 _ - 264 -1 C o v 1--1 v a v x 4.01 1 tS/ 0 Co. Co 8 3,910±sf 3,9108sf f� 3,910±sf 3,910tsf z (]� 3,910±sf 3,910tsf a 3,910 ±Sf .5_.51.5fsf Q 44' I I 5,19585/ 3,203±sf I 2 6 x i x i x i SEE SHEET 7 5' 12' 14' 58' 58' 58' ��5 8 ' I 46' x, py 38' 10 13 rg • I 1--1 W 1--1 1--1 �„� 31 ' 3� 1 rn l O F 02 -25 -2014 1:45pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -08 PROPOSED LOTTING.DWG ' I a PARCEL H ° OPEN SPACE I 13.34 AC (REMAINDER PARCEL) C CL 1 o' 60' 120' I W PARCEL G ! SCALE: 1 " =60' PARKLAND 0.57 AC - W 466' ! NO TE. o Y- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 872' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -19 W 875' N ■ 1. REFER TO SHEET 2 (BOUNDARY I 00 v 20' PAE 12' s4 - _ a54' i INFORMATION FOR SECTIONS. I O Lo N ■ j - - - - - - - - - - - - - - - - - - --------------------------- �2 2. REFER TO SHEE T 5 FOR cm C I KEEGAN PLACE co ' ■ PROPERTY OWNERS AND OG I w I 1 I m I 40' 55' 55' 55' 55' 55' 55' 55' 56' 56' 56' 56' 56' 56' 56' 60' 13' c�j ' BEARINGS /DISTANCES NOTE: I 3 � 1 � • I U - 528 - 527 526 - 525 - 524 523 - 522 - 521 520 - 519 - 518 - 517 - 516 - 515 - 514 - 513 ° o o ° o 0 0 ° o o ° Co 00 °D 00 o 0 00 co OD CO 00 00 co 00 � N (J I a 4,714 #sf 4,4001sf 4,400#sf 4,400#s/ 4,4001sf co 4,400#sf 4,400#s/ 4,4001sf 4,480 #sf 4,480 #sf 4,480 #sf 4,480 #sf 4,480 #sf 4,480 #sf 4,480tsf 6,918tsf co o' I z 0) I ■ 12.5' 1 25.0' 60' 55' 55' 55' 55' 55' 55' 55' 56' 56' 56' 56' 56' 56' 56' 87' co 3 .5' ' ! o rY�. • N I W- co 1 I z o U� � 529 - 530 531 - 532 - 533 - 534 0 535 - 536 - 537 - 538 - 539 - 540 - 541 - 542 543 - 544 co I a o 3 0 0 0 0 o co 0 0 0 0 0 0 0 0 0 to w U 0 00 0 4,714tsf o 4,400tsf o 4,400tsf 00 4,400ts/ co 4,400tsf o 4,400tsf 4,400ts/ 0 4,400tsf o 4,480tsf 4,480tsf 4,480tsf 4,480tsf o 4,480tsf °O 4,480tsf o 4,480tsf o 6,918tsf I pmp II 1 ■ m m Fy I m 0 40' 55' 55' 55' 55' 55' 55' 55' 56' 56' 56' 56' 56' 56' 56' 60' 13'�L� : I z z Y v o 1 w w U Li I g - - - - - - - KAVANAUGH PLACE - - - - N o - - - - - - - - - - - - - CD � CD CD N I PARCEL I `� N o PARKLAND 1.31 AC 13' 29' 55' 55' 55' 55' 55' 40' �� 40' 55' 55' 55' 55' 55' 55' 55' 13' �� ww F5 560 co 559 0 558 0 557 0 556 0 555 0 554 0 553 d 552 551 _ 550 0 549 0 545 I PARCEL F O v �� 548 C. 547 0 546 a ow r- o o 00 °O co 00 o 0 0 0 0 0 < o 7,280 #sf 4,318tsf 4,400ts1 4,400tsf 4,400tsf 4,400ts/ 4,400tsf 4,714tsf co ; I 0 4,714tsf 0 4,400ts/ CO 4,400tsf 4,400ts/ 4,400tsf 4,400 #sf 4,400tsf 6,518tsf ° MIXED USE up c� 04 p� 6.80 AC w 110' 26.07' 34.0' 34.0' ! I Q o 60' 55' 55' 55' 55' 55' 55' 55' 55' 60' 52 0' 60' 55' 55' 55' 55' 55' 55' 82' 68 0' I I N m f ¢ a" w m Z N o 561 0 562 0 563 0 564 0 565 0 566 0 567 0 568 0 569 0 570 W 571 572 573 0 574 � 575 576 0 577 0 578 5,739tsf o 4,400tsf o 4,400tsf o 4,400tsf o 4,400tsf o 4,400tsf o 4,400tsf 00 4,400ts1 o 4,400tsf o 4,714tsf 4,714isf 4,400ts1 4,400tsf o 4,400tsf 4,400tsf 4,400ts1 0 4,400tsf o 6,518isf 1 Q o f m o 47 Q, Q �° 13' 31' 55' 55' 55' 55' 55' 55' 55' 55' 40' `� '� j" 40' 55' 55' 55' 55' 55' 55' 55' 13 "L� a a 1 x I o CD KILCONNEL PLACE - - - - - - - - - - - - - - - - - - - L - - N- ° - - - - - - - - - - - - - I x � N o Lo I I � I z T- Lo N ' p� Co 40' 55' 55' 55' 55' 55' 55' 55' 55' 56' 56' 56' 56' 56' 56' 56' 56' 56' 60' 13' 0 1 E- I U v � • G� ER W597 - 596 - 595 - 594 593 - 592 - 591 590 - 589 - 588 - 587 586 - 585 - 584 583 - 582 - 581 580 - 579 I =�� _ - o °o co 0°0 00 00 a°o °o °o 00 °o 00 00 ° ° ° co °m 4,714tsf o 4,400tsf 4,400tsf 4,400tsf 4,400tsf 4,400tsf 4,400tsf 4,400tsf 4,400±s1 4,480tsf 4,480tsf 4,480tsf 4,480tsf 4,480tsf 4,480tsf o 4,480tsf o 4,480tsf 0 4,480tsf 0 6,918tsJ W W Z!ti °� z W 12.5' i 25.0' z a OW °' 60' 55' 55' 55' 55' 55' 55' 55' 55' 56' 56' 56' 56' 56' 56' 56' 56' 56' 87' I �d f7� m Nh I 3I a 0 3 .5' N 598 0 599 C) 600 CD 601 CD 602 C. 603 - 604 605 - 606 - 607 - 608 609 - 610 - 611 - 612 - 613 614 - 615 - 616 ' 230' LL: W ° ° ° o PARKING RESTRICTED, FIRST 250 CD I Z 4,714tsf o 4,400tsf 4,400tsf 4,400tsf 4,400tsf 4,400tsf 0 4,400tsf o 4,400tsf 4,400ts/ 0 4,480tsf o 4,480tsf 0 4,480tsf o 4,480tsf 0 4,480 #sf 0 4,480tsf o 4,480tsf o 4,480 #sf 0 4,480tsf 0 6,918ts/ SEE NOTE ON SHT 5 N Q I W I c?> 201' �+ R0 AD M x fir' 40' 55' 55' 55' 55' 55' 55' 55' 55' 56' 56' 56' 56' 56' 56' 56' 56' 56' 60' 13' ti� jl Di'LLS - - - R = 1000,00 , n KELLS ROAD N o co o R _�o_ o'- - 68' z z Of ow L - - - - - - - - - - - - - - - - - - - - - ° - cm - - - - - - - - - - - - - - t - - - 00 - 52 69' m I w o O _ ° - 510 co z a N 16' a4, 512 �° a w U 0 13 9' 50' 50' 50' 50' 50' 50' 50' 64' 3r I 35' 50' 50' 50' 50' 50' 50' 50' 50' 50' 35' 3� 45' 39' C,,J, 4,39 3tsf - 51 1 co 34 628 W ' I 20' 26' 13' 45' 801tsf o 6,126ts/ O w w L �1Yw 636 - 635 - 634 - 633 - 632 631 - 630 - 629 0 4,534 #sf Lo I 627 0 626 625 - 624 - 623 622 - 621 _ 620 619 - 618 - 617 69' 69' z � u ce) O c:> C) C) ° ° o 00 c) _ o o ° o o ° o O O ° - • c- W 4,154tsf 0 4,000tsf 0 4,000tsf 4,000tsf 4,000tsf 0 4,000tsf o 4,000tsf o 4,000tsf 84' a I coo 4,314tsf 4,000tsf o 4,000tsf 0 4,000tsf o 4,000 #sf o 4,000tsf 0 4,000tsf 0O 4,000 #sf o 4,000tsf o 4,000tsf o 4,314tsf ' , - 433 - 434 0 508 �, 509 M I � a a o 408 T T 4,604tsf 2,732 #sf 2,725tsf 70' I w o a a O Ix 55' 50' - co - "' 505 a 0 377 0 378 0 407 N T4,978tsfT 4,492 #sJ 26.0' 26.0' 0 644 26.0' 26.0' r r T - - -- - - - - -- 69' 69' v • Lo o 1 I 5,119 #sF 5,140#sf 5, 952tsf - - - - - - 52 0 ' I I Y Z -' 105' 50' 50' 50' 50' 50' 50' f) 55' 50' 50' 50' 50' 50' 50' 50' 50' 50' 55' - 507 - 506 - 3 330 #s / 4,200tsf 52 0' °v ov M MCC x- - - - -- - - - - -- - - -� 2,734±s1 2,725tsf O 640 641 642 - 643 o e4 W 1 C ° 647 648 649 650 651 652 0 653 0 - 656 s9' 69' H 637 638 - 639 - - 646 - - - - 654 - 655 I W y r °0 °0 °o 0°0 °O Lo E 0 co ° °0 °0 °o CO °D °o o ____ -- 46' 40' 40' I t 8,007tsf 3,726 #sf 3,937tsf 4,000tsf 4,000tsf 4,000tsf 4,000tsf Lo 645 " IT, 4,314tSf 4,000tsf 4,000tsf 4,000tsf 4,000tsf 4,000tsf 4,000tsf 4,000tsf 4,000tsf 4,000tsf 4,314tsf _ 504 0; > ; 1 I I I - - - - - - - V LJivlijlq 1 LAVij - - ° SEE SHEET 11 I u') ro. 35' 50' 50' 50' 50' 50' 50' 50' 50' 11'9' 30' I I � II I _ 933 � 934 Lo 935 Lo 936 � 937 Lo 938 Lo 939 Lo 940 � 941 Lo 942 �, 943 PARCEL K "' °' ° ° ° °' ° ° ° °' ° Lo PARKLAND 5,139 #sf 4,750 #sf 4,750 #sf 4,750 #sf 4,750 #sf 4,750 #sf 4,750 #sf 4,750 #sf 4,750ts/ 4,648tsf 4,595tsf I` . I Lo I 0.90 AC PARCEL M i 55' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 10' PUBLIC PARK 60' ' 6.74 AC 23.0' 28.0' o 0 j 51 0' n 932 �, 931 - 930 - 929 �, 928 �, 927 - 926 - 925 - 924 �, 923 - 922 - NOTE: I 5,139,s, rn 4,750tsf rn 4,750tsf rn 4,750,sf rn 4,750tsf rn 4,750tsf rn 4,750ts/ w 4,750tsf rn 4,750tsf rn 4,750ts/ rn 5,627tsf ° THE 2006 SPECIFIC PLAN AND THE PARKS AND RECREATION COMMISSION APPROVED THE USE OF PUBLIC STREET PARKING FOR TWIN CREEKS PARK. PARKING IS ASSUMED TO BE ON ADJOINING STREETS (EXCEPT KEISER AVE) o AND APPROXIMATELY 40 SPACES ARE AVAILABLE. �'" 35' 50' 50' 50' 50' 50' 50' 50' 50' 50' 30' 'I - O'SHAWNEE PLACE co - ------- - - - - -- N ��. Lo . I 0 f 10' WL E jl I CD N I 65' 65' 0j I 32' 47' 47' 47' 47' 47' 32' . I 892 893 W I I WATER MAIN - W TO BE INSTALLED I M 4,164,sf "' 4,164,,/ �°� � � °' 85' 85 915 916 917 �, 918 919 � 920 - 921 UNDER BRIDGE a° ° ° ° ° ° I 4,334 #sf 3,995 #sf 3,995 #sf 3,995 #sf 3,995tsf 3,995,,, 0 4,334tsf (0 14 I w! � a 891 �) 894 L, a Z . ' w j I 3,825 # 26. 0' 26. 0' sf 3,825 #sf 52' 47' 47' 47' 47' 47' 52' 25.0' - 12-5' � � 0 0 . I 85' 85' 0 0 r r 37. ' 5'1 890 895 - 52'0' 909 �, x ' Lu W i ass' 10' SDE `� 914 L 913 -m 912 �, 908 3,825,,, 3,825 #s, �' ° o ° ° 911 �, 910 ,n Q Q I I 85' 85' 4,334tsf 3,995tsf 3,995tsf 3,995±s/ 0 3,995tsf o 3,995±s/ 0 4,334±s/ 0 y co U) Q Q < 47' 47' 47' 47' 47' 32' oo 889 896 ° co 5,270 #sf 5,184tsf PUE, PAE, LQ Q CLL J EVA N - - - - - - - - - 85' 91 ' C\; 9 L 50' 45' 45' 36 0 KEEFE PLACE - --- - - - T J • I 48, j 6' 30' 45' 45' 45' 45' 45' 35' 9' 46 Lu 887 0 888 o 897 o 898- 899 Q I' LO 5,250tsf T 4,725tsfT 4,725tsfT 4,671tsf N 900 Ln 901 Lo 902 Lo 903 �, 904 Lo 905 � 906 c) 907 0) 0- I 3,800,sf o 3,803 #sf 3,825 #sf 3,825 #sf 3,825 #sf o 3,825 #sf 3,825,sf 3,820,sf 3,736tsf ■ I I A 50' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45 45' 45' - I ■ I d � 886 co 885 co 884 co 883 882 881 880 879 878 877 - 876 - 00 875 874 00 00 I �'4 4,164tsf 3,8251sf 3,825tsf 3,825tsf 3,825tsf 3,825tsf 3,825tsf 3,825tsf 3,825tsf 3,825tsf 3,825tsf 3,825tsf 3,714tsf Ct w Ql i 1' Q- 30' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 9 35 s 0 O'DONOVAN PLACE N o � � ° 0 � m � N v i 38' 48' 48' 48' 48' 48' 48' 48' 48' 48' 67' r ��' I Y I - 851 W ' N 864 865 866 867 868 869 870 � 871 L 872 873 d 00 00 00 co 00 co ,n 0 0 u� 0 0 5,123,,, v 00 co PARCEL L 4,844tsf 4,038,,, 4,038 #sf 4,038 #s / 4,038tsf 4,038 #s / 4,038 #s / 4,038 #sf 4,038 #sf 4,038,,/ 87' p■, I �IHIGH DENSITY RESIDENTIAL I 25.0' 1 .5' m 28.0' 28.0' 58' 48' 48' 48' 48' 48' 48' 48' 48' 48' - - - W 8.15 AC 852 ° z II ° � CD I ' 4,342 #sf 37. I 56 0' 87' W NOTE: ' I co 863 - 862 - 861 � 860 � 859 � 858 Lo 857 Lo 856 � 855 � 854 PROJECT APPLICANT RESERVES THE RIGHT TO ACCESS KEISER AVENUE, 00 00 co 0 o 0 0 0 0 0 0 ° O'RYAN ROAD, AND TWIN CREEKS ROAD FROM THIS PARCEL. LOCATION(S) 4,8441sf 4,038,sf 4,08tsf 4,038tsf 4,08tsf 4,038tsf 4,038±s/ 4,081sf 4,081sf 4,038±s/ 853 0 0 ! I 5.5 TO BE DETERMINED WITH FUTURE ENTITLEMENT OF PARCEL L. 0 E-4 ' I 38' 48' 48' 48' 48' 1 48' 1 48' 1 48' 1 48' 48' 1 67' S� 0 i o ' _EVA (YP) - - O'TOOLE - PLACE - N N I N 0 W l i Z 75' 95' 95' 95' 95' 72' 9' 14' J I 839 842 843 � 846 847 850 ti� TWIN CREEK NORTH W � BRIDGE INSTALL WITH L N cjD 4,282,,, 4,372,sf 4,370,sf 4,370tsf 4,370,sf 4,323tsf VAST OAK NORTH Z 95' 1 1 95' 95' 95' 95' 1 95' v ! o (SEE SECTION ON SHEE T 15) 840 1 841 844 1 845 848 849 I vl �I v Z I I 4,180tsf J 4,180,s/ 4,180tsf J 4,180tsf 4,180,sf L J 4,180tsf I 95' 95' 95' 95' 95' 95' to CO N co o I 837 -; 836 833 ; 832 � 829 co 4,371tsf 4,369,,/ 4,370ts/ 4,370,,, 4,370tsf 0 95' 95' 95' 1 1 95' 95' 1 rni 828 ~ 86' I _ 8, 179 #sf o y roll, cli 838; 835 834; 831 830 - • 0 �, 4,326tsf j 4,414tsf 4,425tsf j j 4,432,s, 4,440ts/ j j 32 / R 3 1, 453' �� ' �' 75' 95' 95' 95' 89' 15. 1 84' i I M TWIN CREEKS ROAD co -30 ppp�, L � R �, • �- - - - - - - `� - - - - - - - - - - - - - - - - - - - - - �I 9 LL. o - .. �..�..�..�..�..�..�..�..�..�..� Q 2471 �..�..�..�..� 1278' PROJECT BOUNDARY I I i 02 -25 -2014 1:47pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -10 PROPOSED LOTTING.DWG I.- i z 0 W 0' z 0 N C.7 � L� to w U M LLj= m m m C w W z z Y 0 U w Q U w S �o �� ww � N N o E N� Jw up�} �m � U W Z Z ° � O �Z ma cn ~< Q W � Z a 0 0� �Q Z Cos Y _ � � O z O] YO LL O Z O Co U M � ov o �Z3 W Lo Z o z a O w "'e CL CL W LL: W Of N Z c a W g W Of O LL w W U � L` ul CL 0. m CL 0 OH W y0 > ul ul 1 a Q �O H a� Z as Y W Q a W F- Ld Z LL O H U 0' 60' 120' PROJECT NO. 19539 -00 SCALE: 1"=60' SHT 10 OF 26 I � II I I I I I i I I I I PETALUMA HILL ROAD 3' 71 71' 71' 71' 71' Ln 1033 1032 1031 r 1030 102 2 15,182 #sf Lo 15,266 #sf N 15,266 #sf `� 15,266 #sf c\1 15,266# KEISER AVENUE CONTINUATION NO TE. 1. REFER TO SHEET 2 (BOUNDARY INFORMATION) FOR ADJOINING PROPERTY OWNERS AND BEARINGS /DISTANCES 2. REFER TO SHEET 5 FOR S TREE T CROSS SECTIONS. 02 -25 -2014 1:48pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -11 PROPOSED LOTTING.DWG 71 SEE LEFT II I X301 PARCEL N OPEN SPACE 11.07 AC (REMAINDER PARCEL) �I I' I • I II1139' 6' 71' 71' 71' 71' 71' 71' 71' 71' 71' 71' 71' 71' 71' 71' 71' II : I II II II r r r � � r 7223 � 7225 7226 r N Lo 1033 2 1032 1031 2 1030 2 1029 2 1028 2 1027 2 1026 1025 � 1021 N 15,182tsf `\1 15,266 #sf 15,266 #sf `\1 15,266 #sf `\j 15,266#sf N 15,2661sf N 15,266#sf N 15,266tsf N 15,266 #sf N 15,266 #sf N 15,266 #sf N 15,266 #sf N 15,266 #sf N 022 N 15, 16,509ts/ • I II II II ' I I I• I �j" 51' 71' 71' 71' 71' 71' 71' 71' 71' 71' 71' 71' 71' 20' 4' 47' I j I O'GILL PLACE co O'GILL PLACE M O II _ o _ j- - - - - - - - O - - - - - T - - - - - - - - - O � - - - - - _ N co I I� II co d • I N N / 67' 81' 81' 81' 72' �,j 77' 84' 84' 84' 108' 16' � � I Ya C) • I I / ' - 1008 1009 � 1010 1011 1012 �, �, 1013 1014 PARCEL K 1015 1016 1017 / PARKLAND 16,212tsf 15,309#sf 15,309#sf 15,309#sf 17,302 #sf Q 18,281tsf 15,876tsf 15,876 #sf 15,876 #sf 20,842 #sf / 0.90 AC fx 37, I ! I 85' 1 81' 81' 81' 92' 97' 84' 1 84' 84' 89' 25.0, 1 59' 50' 50' 50' 50' 50' 50' 61' I 61' 50' 50' 50' 50' 50' 50' 77' I I Ln I 1 1 1002 - 1001 1000 N 999 u') 998 to 997 � 996 � 995 u') 994 Lo 993 Ln 992 Ln 991 - 990 989 - 988 �, 987 2 O / Lo jI rn 5,584tsf °' 4,750tsf 4,660#sf rn 4,728 #sf rn 4,750tsf m 4,750tsf rn 4,750tsf rn 5,709tsf ^ 5,709#sf rn 4,750tsf rn 4,750tsf rn 4,750#sf m 4,750tsf °' 4,750tsf 4,750tsf rn 6,227tsf I / Z 36' J 58' 50' 20' 30' 7' 9' 33' 50' 50' 50' 41' `�� ' 41' 50' 50' 50' 50' 50' 50' 39' 26 / o • I 129 O'LEARY N PLACE I N o O'LEARY PLACE _ _ N N v 1003 �"� - N - 9" r , _ F o � I o 3 W co �I 7,066 1sf I CD N N 6o v j I 2' 35' 51' 5' 51' 42' 3r 41' 50' 50' 50' 50' 50' 50' 24' 9' 17, z I 97 M I ^� I 3 W I 7 . I 986 m ' - 1004 w 973 974 �, 975 976 � 977 - I 978 - 979 - 980 - 981 - 982 983 - 984 - 985 s ,97 #S/ Z U � Lo Lo U3 Lo Lo Lo Lo ' `n 5,434tsf -< ' U, 5,187 #sf 4,798#sf rn 4,798tsf 4,798tsf 5,824tsf 28.0' 28.0' 5,709#sf rn 4,750tsf 0) 4,750tsf 0" 4,750tsf rn 4,750tsf 0) 4,750tsf 0) 4,750tsf o) 4,692 #sf LIJ 97' = 0 I I 56' 51' 51' 51' 62' 56 0' 61' 50' 50' 50' 50' 50' 50' 50' 60' "' � 0- x j 1005 26.0' 26.0' I N N 0 m • I `n 5,404 #sf r Q 96' Z52I 0 ' Q • I `� 972 Lo 971 Lo 970 Lo 969 � 968 � I 967 �, 966 - 965 �, 964 �, 963 � 962 � 961 I 960 L, 959 - 1006 `�' ate, I 5,187 #sf 4,798#sf 4,798#sf 4,798#sf 5,824 #sf 5,709tsf 4,750 #sf 4,750tsf 4,750 #sf 4,750 #sf 4,750tsf 4,750 #sf 4,750 #sf 5,605tsf Lo ICI 5,335tsf ,C, I I J _ 5 U Lu ! I 92 �" I aj 36' 51' 51' 51' 42' �� ' 41' 50' 50' 50' 50' 50' 50' 50' 9' 47' 0 ' ° ' O' DREW - PLACE - O'DREW PLACE N ;� 1007 L- _ _ _ _ N _ _ _ _ _ ° _ _ _ _ _ - N _ _ _ _ - 5,600tsf o O o Lo ' \ 125 ' h co \ N \ 10' _ _ _ _ 34, 10' 242' s�, 65' 56' 56' 56' 56' 56' 45' - - - - - - - - - - - - - - - - - - - - - - - - I I - - - -- � WIDTH i 10 SDE VARIES (10' MIN) 952 953 �, 954 � 955 - 956 Lo 957 U) 958 � 5 II m 0) m 3' j N 7,151tsf 5,320 #sf 5,320#sf 5,320 #sf 5,320 #sf 5,320tsf 7747tsf W 125.6' NOTE: THE 2006 SPECIFIC PLAN AND THE PARKS AND RECREATION COMMISSION o 28 o f 61' 56' 56' 56' 56' 56' 106' \ APPROVED THE USE OF PUBLIC STREET PARKING FOR TWIN CREEKS PARK. 0 PARKING IS ASSUMED TO BE ON ADJOINING STREETS (EXCEPT KEISER AVE) 23' rn 78' 52' 52' 52' 52' 52' 52' 57' � A, \ i I AND APPROXIMATELY 40 SPACES ARE AVAILABLE. 9, 951 Lo 950 Lo 949 Lo 948 Lo 947 Lo 946 Lo 945 Lo 944 Q 6,059 #s / 4,940 #sf 4,940tsf 4,940#sf 4,940#sf .' 4,940#sf 0' 4,940 #sf j 1 7,459tsf � \ • I j I PARCEL M PUBLIC PARK 38' 52' 52' 6.74 AC I co N_ N _ _ _ _ SEE SHEET 10 74' 1024 15,752 #sf h 0 Cn w r2r^ VJ w (n I.- I0 z O w G' � O z O N C7 W w U to M II LLj c m m 07 C) � W W z z Y J O U W Q U C W S Ul CD CD U �o � rn �� ww N � E N� Jw N o K Q) O O � up oo �m U � w J O � Z N ~ m Q i W � Z d CC � Q p � c z =o Y x zm r� Z� �o LL. O Z O Co U M � ER� Q o v � o r °z z OW w 2'e a LL:x W a W Ln N Z a 0' 60' 120' Z SCALE: 1 " =60' o J U W 0. a pC Q a0 OH W ;� P> ul ul oo CL Q �0 H a� Z as Y W a IX F- W Of > W z w IL. O U 'ROJECT NO. 19539 -00 SHT OF 26 i +=1 04j I WSEf =1 M W � Q X Q oz a- _ a Q Z M LLJ N 0 d7 T IZ � L,Jm wN • �Q i= W U Q = O N N N � U M WS =1 .21 +1 cr LSD cn W co, o W J • C) i wU r m � Z H U H M N W Q � m W W m= mo oz C, ° ID i N J C U >y V) Ii N J a� W °za \ i WSEr1\25.3 J Y LL LL 99 104 P132.4 P131.1 98 105 P132.1 P130.8 97 71 76 P130.5 1 107 P131.5 P130.3 P131.3 P132.4 P131.2 P130.0 122 10 P134 0.9 70 77 P129.5 1 y 110 P130.6 P129.4 P131.0 P132.1 P130.3 i 91 112 P130.0 69 78 113 P129.7 P128.6 27'96 % KELLEY P129.4 P12843 INV 121.92 : W P129.1 P1128.0 INV 115.6 P130.7 P131.8 INV 116.93 • 284 1L) 220 2 INV 115.03 i SS SS I P133.5 P134.0 i� 153 68 79 INV 115,16 P129.0 116.53 I P130.4 P131.5 1 z I la 3 I P x 329 328 327 326 325 324 323 0 I 146 P127.3 55 5 0 53 5 1w ' 67 80 293 L_ J L_ J P130.1 P131.2 �I i3 P127.8 P127.8 P128.0 P128.0 P129.1 P129.1 P1 30.3 P130.3 , 315 316 317 318 Ix 320 66 81 I I a 1 286 261 I, 1 151 164 1 20.22 I i P129.8 P130.9 P130.4 P131.7 P131.7 I P132.8 116. INV 83 P133.7 P129.1 P P125.8 P132.9 °,° P128.0 P P128.0 P x P127.4 P 1 °,° P128.1 .co P125.8 P P125.3 co JC 1 INV 120.46 65 82 C 1 1 255 256 I P129.5 P130.6 INV 121.25 i 1 C\j N 64 83 253 254 P132.0 P132.5 i P129.2 P130.3 171 I P128.3 N P129.6 P129.6 P130.8 P130.8 B 63 84 P125.3 1 3 P128.9 P130.0 o INV 114.24 INV 120.34 N i INV 113.56 j 62 85 209 i i 2 150 P128.6 P129.7 i 314 313 312 311 310 309 308 307 1129.4 N P128.3 P129.4 " I P128.4 60 87 E}j I P1 28.3 P1 -� P128.3 P128.5 r P128.0 P129.1 -� P129.6 P130.7 - P130.7 w INV 116.28 P133.4 ... -... 99 104 P132.4 P131.1 98 105 P132.1 P130.8 97 106 P131.8 P130.5 96 107 P131.5 P130.3 95 108 P131.2 P130.0 122 10 P134 0.9 P12997 INV 116.55 P129.5 93 110 P130.6 P129.4 92 111 P130.3 P129.1 91 112 P130.0 P128.9 90 113 P129.7 P128.6 27'96 % KELLEY P129.4 P12843 INV 121.92 152 P129.1 P1128.0 INV 115.6 P126.7 I I II I� J� :a iz I� Iz Ix °Lo I� 127 132 P131.1 P129.8 126 133 P130.8 P129.5 125 134 P130.5 P129.2 124 135 P130.3 P129.0 123 136 P130.0 P128.7 122 137 P129.7 P128.4 INV 115.87 P129.5 121 138 P129.4 P128.1 120 139 P129.1 P127.8 119 140 P128.9 P127.6 118 141 P128.6 P127.3 27'96 % KELLEY P1128 3 P1127.0 INV 121.92 152 116 143 P128.0 P126.7 INV 114.92 INV 116.93 • 284 SEE SHEET 13 d 14 co .1 i . I I& 1 P129.9 275 276 277 278 279 280 I 281 �o� ------- - - - - -- - - -J i P133.2 155 160 � �, P129.6 I I P129.6 P130.8 I I P130.8 P132.0 � � P132.0 P133.3 P133.3 283 264 • 131.07 P129.8 P129.5 INV 120.94 I I P133.7 P134.2 168 I� � ..- I- .. ... -... Ez� ~...- ...- ...- ... -... ...- :x N N 154 161 27'96 % KELLEY w LACE X 131.86 0.50 • 263 152 P129.5 P129.0 1 INV 116.93 • 284 219 2 220 2 INV 115.03 i SS SS I P133.5 P134.0 i 153 162 INV 121.74 INV 115,16 P129.0 116.53 I i w P129.2 P128.7 1 iINV 3 I P 330 329 328 327 326 325 324 323 0 I 146 P127.3 I I SS .. :X_.._.. % ss X128.1 KERRY ROAD .._.._. Sp ._ ss _.._.._.. rt27.�...- . - ...- ...- ...- ...- ...- ... -... �... - --- - --- - --- - ...- ... -... -1269 - ...- --- - --- - y...�- ... -...- °\° d 14 co .1 i . I I& P129.9 P129.9 P131.2 P131.2 P1 32.3 P132.3 P133.2� P133.2 � 1 0�: 285 262 • i ° ss 0.980 �a 131.07 GL • P132.8 • INV 120.94 I I� :A 168 I� � ..- I- .. ... -... -. -...-...-...-...-. ..- ...- ...- ~...- ...- ...- ... -... ...- :x ..._�� P133.5 P134.0 P127.6 P126.8 152 163 207 2 1 219 2 220 2 N W 1 I I i I V 1 1.0 U�2 P129.0 P128.4 I 125.3 P P127.8 I I P P127.8 P 241 242 243 244 245 246 290 257 I 57 5 146 P127.3 55 5 169 P126.3 53 5 N X11 �°. ' 297 296 295 L__J 293 L_ J L_ J L_ J �I i3 P127.8 P127.8 P128.0 P128.0 P129.1 P129.1 P1 30.3 P130.3 , 315 316 317 318 319 320 321 322 I I a 1 286 261 I, 1 151 164 1 20.22 I i P130.4 P130.4 P131.7 P131.7 P132.8 P132.8 P133.7 P133.7 P129.1 P P125.8 P132.9 P133.4 P128.0 P P128.0 P x P127.4 P P128.7 P128.1 P126.7 P P125.8 P P125.3 1 1 INV 120.46 255 256 I � INV 121.25 i 247 C\j N 251 252 253 254 P132.0 P132.5 i 144 171 I P128.3 P128.3 P128.5 P128.5 P129.6 P129.6 P130.8 P130.8 P126.7 P125.3 3 o INV 114.24 INV 120.34 i INV 113.56 j J i 3 209 i i 2 150 165 314 313 312 311 310 309 308 307 1129.4 N 287 260 " I P128.4 P127.8 ROAD- E}j P1 28.3 P1 -� P128.3 P128.5 r -� P128.5 P129.6 r -� P129.6 P130.7 - P130.7 w P132.9 P133.4 ... -... INV 115.19 : x I 1 1 I I I 1 1 1 1 �y�I • i °�° O 149 166 �° t 1 N 3 E. 1 N J te . P128.1 P127.5 I �1 x I 288 • 259 .17 K 299 I 300 1 301 1 302 1 303 1 304 I 305 1 306 1 P132.3 P132.8 II 210 I 1 P127.8 P127.8 P128.0 1 P128.0 P129.1 I P129.1 P130.2 I P130.2 30 3 I 32 3 - 34 3 35 3 36 3 37 3 148 167 40 4 l 1 P I I I t V I 1114.97 I I I I P128.1 I I I i P127.8 P127.2 i °� P INV 111.82 INV 112.45 1 I• I I SS .. :X_.._.. % ss X128.1 KERRY ROAD .._.._. Sp ._ ss _.._.._.. rt27.�...- . - ...- ...- ...- ...- ...- ... -... �... - --- - --- - --- - ...- ... -... -1269 - ...- --- - --- - y...�- ... -...- °\° fr co .1 i I° I& NV 1 121. N I� 258 i NV 1 1 1.1 5.74 ,• -•• la ° ss 0.980 �a 131.07 Iw • P132.8 • INV 120.94 I I� :A 168 I� � ..- I- .. ... -... -. -...-...-...-...-. ..- ...- ...- ~...- ...- ...- ... -... ...- :x ..._�� INV 115.78 P125.8 P126.2 P126.5 P126.9 P127.2 P127.6 P127.9 P127.4 P126.9 P127.2 P127.4 P127.6 P127.8 P127.6 P127.3 P127.1 P126.8 P126.5 i 1 011 :I INV 119.07 1 204 211 1 216 223 I W 238 237 236 235 I - 204 211 P128.7 P129.2 P129.6 P126 5 P126 8 W' P126 8 P127 8 1 Q °`° L o U „ - ;.Q o o ...- ...- ...- ...- ...- ... -.. -Q: 6 0� ... -. - ...- ...- ...- ...- ...- ... -... o 4., ALP - ...- ... -.. - ...- ... -... -. ° 1 ° I INV 119.68 U1 w � ..�26�... -. y ...�... -... -. D1'2I; 80 -... INV 112.84 �• p"' . co .X_.._.. .._. gp .._,. .._. .._...._.._.._.._.. 0.5% X 0.5'° INV 120.22 �••_. A • ss HP LP SS HP ss 203 212 al 215 224 N a P126.5 P126.5 P126.5 P127.5 1 239 234 I 3 NV 115.3 NV 120.1 I W.I P128.1 P129.0 C 1 ' NV 113.4 7 Ii I INV 115.17 I V 118.77 ;I • :I • 202 213 xl 214 225 N WSE = 2 4. 3 U1 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 P125.5 Iw P125.7 P126.2 P126.2 P127.2 I� 240 233 N 1 ' x P127.5 P128.4 J w: P125.8 P126.7 P127.5 P128.3 P129.1 P129.9 P127.9 P127.4 P126.9 P127.2 P127.4 P127.6 P127.8 P127.3 P126.7 P126.1 W ° \° ; 1 i A • ° U P1 5 3 0I : INV 119.8 1 °o INV 119.45 INV 120.26 , 1I 1 125 2 20' WIDE ACCESS ROAD I 201 200 199 I 228 227 226 229 230 231 232 Gam: :I +• INV 118.60 P124.8 P125.3 P125.8 P125.8 P126.3 P126.8 I P127 3 P127 8 P128 2 I I II P126.8 M 5 INV 112.12 INV Ill 1.76 i co P125.1 i INV 111.10 `; `" INV 112.36 INV 110.35 . r w O�O� HP 118.3 HP 118.3 HP 118.3 + I I 1 c; O III CONCEPTUAL DESIGN OF BASIN TO BE FINALIZED INV 119.13 I1 3.77 SS �1 4.77 WITH CONSTRUCTION PLANS. TRASH SCREENS SHALL 4 "• -• ..TIQ .M.7- 7. 7•• -•• -•• ••- ••- ••- ••- ••- ••- •• -•• -•• o • _ � -.1 2Z_1 \ BE ADDED TO ALL INLETS /OUTFACES TO PREVENT P124.8 1 "'- " - "' "- "' *E'NM- AR- E- PtAC -E "� • -- -- > �� % /� \ \ TRASH FROM ENTERING DOWNSTREAM SYSTEM. 0\0 "' a k)DIMENT FOREBAY L \\ 3 i \ \ P124.5 'I WSE= 23 . 0 PARCEL B 0- dDt \ \ \\ / j \ \ , ( PSDE & PAE ) 2 I I °Ln P124.2 1110 c�U) oa H \� \ \ �p l / \ I I \� \ / / LOW FLOW \ \ \ INV 1181 1 i cn .5 z \ \� l / \ \ I I \ 1 / / \\ P123.8 N ,,, w o \\ / // \ \ \\ I I \ \ ^ j/ ,/ ��\ INV 118.59 I i INV 119.73 INV 119.33 INV 120.14 186 198 197 196 195 194 193 192 191 190 189 188 187 P128.2 P124.8 P125.2 P125.5 P125.8 P126.0 P126.2 P126.4 P126.6 P126.8 P127.2 P127.5 P127.9 185 P127.7 172 173 174 175 176 177 178 179 180 181 182 183 P123.8 P124.1 P124.4 P124.7 P125.0 P125.3 P125.5 P125.8 P126.1 P126.4 P126.7 P127.0 184 P127.2 INV 11L.$, INV 109.75 C) N z: N °1 I z1 I xl I xl \ \ / \ I N < �� INS 1 .47 wJ w + HP 118.3 _ _ \ - - - _ •• - • ~ ~ / \ _ 1 + HP 118.0 SS z > ty' INV 118.40 INV 111.76 X o 126.17)(/ KOHLSON o.5 ° PLACE o � � 24.5 1 122. -... -. -... - ... -. ..- ...- ... - ... - ...- ...- ... -...� U H�U ..-- -.,�.. �.._..«.,_,...._.._.._.._.._ ..._.._. _. ._ ... _.._....._........._.. 15 WIDE ACCESS I � ROAD-,,., D WS PARCEL A .._. ._. PROJECT _ BOUNDARY .._.._.._.._.._ • man _.._a.n ._.._.._an . ._.._..� ._..� / NOTE: INV 115.5 A INV 116.0 / ADDITIONAL PROPERTY AND PERMITTING WILL BE REQUIRED TO CONSTRUCT / STORM DRAIN OUTFALL AND TO 1 CONTINUE PATH 02 -25 -2014 1:49pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 12 -16- UTILITY PLAN.DWG W a I I i of 60 120 iSCALE: 1"=60' I I z 0 w o- I I I 0 z I ° N c� I� C:, w U -7) M i LLj= m 0 w w z z Y U w Q U w = Lu Z M �o J y p o W i > W �� ww o � � ww EN� J � ffiw I �0 0 = upoo r Li Q w n o Q m< INV 111.30 o s� =o 1 v Z a= Y �a o� zm Y� Z� �o I 1 0 I Z o ro r= U i ER �� wo �w w z 0 >< a W �` W tn a N IN � a C NOTE: g SIDEWALK CONFIGURATION o I TO BE FINALIZED WITH IMPROVEMENT PLANS FOR J RPX. v INV 110.25 CL W w a o°c a Q a� a � c W yz > a0 _ >a H Im Q �w Z a° ODE I I�•' F_ W a F- IX F- > W z I , /•• Z o li o I' C) PROJECT NO. 19539 -00 i an an • an on SHT .T 171 12 I i I I i i� OF 26 INV 119.2 N INV 114.16 .1 i I& NV 1 121. N 289 258 i NV 1 1 1.1 5.74 ,• -•• KILPATRICK PLACE ° ss 0.980 131.07 P132.3 • P132.8 • INV 120.94 I 147 168 � ..- I- .. ... -... -. -...-...-...-...-. ..- ...- ...- ~...- ...- ...- ... -... ...- ...- ...- 0...- ..._�� INV 115.78 P127.6 P126.8 jj: 1 207 2 208 2 219 2 220 2 N I I I V 1 1.0 I 125.3 P P127.8 I I P P127.8 P 241 242 243 244 245 246 290 257 I 57 5 146 P127.3 55 5 169 P126.3 53 5 N X11 �°. 298 297 296 295 294 293 292 291 P132.9 P132.5 ! 43 4 42 1 i3 P127.8 P127.8 P128.0 P128.0 P129.1 P129.1 P1 30.3 P130.3 , I I I I I I I I I I__ ----------------- - 145 170 1 20.22 I INV 112.76 P P128.2 P128.5 P128.8 P129.1 P129.4 P129.6 P128.0 P P128.3 P P128.6 P P127.0 P129.1 P P125.8 P128.6 P P128.3 P P128.0 P P128.0 P P127.7 P P127.4 P P127.1 P P126.7 P P126.7 P P125.8 P P125.3 1 1 INV 120.46 255 256 I INV 121.25 i 247 248 249 250 251 252 253 254 P132.0 P132.5 i 144 171 I P128.3 P128.3 P128.5 P128.5 P129.6 P129.6 P130.8 P130.8 P126.7 P125.3 INV 114.24 INV 120.34 i INV 113.56 206 2 209 i i 2 I caw 1 4.3 1.25% 126.8 0.5% 1129.4 SS %_.._.._. -..'- " ROAD- P127. P X P127. P P12 .4 I :I -... is - ...- ...- ...- ...- ... -..'` - ...- ...- .- ...KE.RRY ... -... law - ...- ...- ...- ...- ... -... P125.8 P126.2 P126.5 P126.9 P127.2 P127.6 P127.9 P127.4 P126.9 P127.2 P127.4 P127.6 P127.8 P127.6 P127.3 P127.1 P126.8 P126.5 i 1 011 :I INV 119.07 1 204 211 1 216 223 I W 238 237 236 235 I - 204 211 P128.7 P129.2 P129.6 P126 5 P126 8 W' P126 8 P127 8 1 Q °`° L o U „ - ;.Q o o ...- ...- ...- ...- ...- ... -.. -Q: 6 0� ... -. - ...- ...- ...- ...- ...- ... -... o 4., ALP - ...- ... -.. - ...- ... -... -. ° 1 ° I INV 119.68 U1 w � ..�26�... -. y ...�... -... -. D1'2I; 80 -... INV 112.84 �• p"' . co .X_.._.. .._. gp .._,. .._. .._...._.._.._.._.. 0.5% X 0.5'° INV 120.22 �••_. A • ss HP LP SS HP ss 203 212 al 215 224 N a P126.5 P126.5 P126.5 P127.5 1 239 234 I 3 NV 115.3 NV 120.1 I W.I P128.1 P129.0 C 1 ' NV 113.4 7 Ii I INV 115.17 I V 118.77 ;I • :I • 202 213 xl 214 225 N WSE = 2 4. 3 U1 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 P125.5 Iw P125.7 P126.2 P126.2 P127.2 I� 240 233 N 1 ' x P127.5 P128.4 J w: P125.8 P126.7 P127.5 P128.3 P129.1 P129.9 P127.9 P127.4 P126.9 P127.2 P127.4 P127.6 P127.8 P127.3 P126.7 P126.1 W ° \° ; 1 i A • ° U P1 5 3 0I : INV 119.8 1 °o INV 119.45 INV 120.26 , 1I 1 125 2 20' WIDE ACCESS ROAD I 201 200 199 I 228 227 226 229 230 231 232 Gam: :I +• INV 118.60 P124.8 P125.3 P125.8 P125.8 P126.3 P126.8 I P127 3 P127 8 P128 2 I I II P126.8 M 5 INV 112.12 INV Ill 1.76 i co P125.1 i INV 111.10 `; `" INV 112.36 INV 110.35 . r w O�O� HP 118.3 HP 118.3 HP 118.3 + I I 1 c; O III CONCEPTUAL DESIGN OF BASIN TO BE FINALIZED INV 119.13 I1 3.77 SS �1 4.77 WITH CONSTRUCTION PLANS. TRASH SCREENS SHALL 4 "• -• ..TIQ .M.7- 7. 7•• -•• -•• ••- ••- ••- ••- ••- ••- •• -•• -•• o • _ � -.1 2Z_1 \ BE ADDED TO ALL INLETS /OUTFACES TO PREVENT P124.8 1 "'- " - "' "- "' *E'NM- AR- E- PtAC -E "� • -- -- > �� % /� \ \ TRASH FROM ENTERING DOWNSTREAM SYSTEM. 0\0 "' a k)DIMENT FOREBAY L \\ 3 i \ \ P124.5 'I WSE= 23 . 0 PARCEL B 0- dDt \ \ \\ / j \ \ , ( PSDE & PAE ) 2 I I °Ln P124.2 1110 c�U) oa H \� \ \ �p l / \ I I \� \ / / LOW FLOW \ \ \ INV 1181 1 i cn .5 z \ \� l / \ \ I I \ 1 / / \\ P123.8 N ,,, w o \\ / // \ \ \\ I I \ \ ^ j/ ,/ ��\ INV 118.59 I i INV 119.73 INV 119.33 INV 120.14 186 198 197 196 195 194 193 192 191 190 189 188 187 P128.2 P124.8 P125.2 P125.5 P125.8 P126.0 P126.2 P126.4 P126.6 P126.8 P127.2 P127.5 P127.9 185 P127.7 172 173 174 175 176 177 178 179 180 181 182 183 P123.8 P124.1 P124.4 P124.7 P125.0 P125.3 P125.5 P125.8 P126.1 P126.4 P126.7 P127.0 184 P127.2 INV 11L.$, INV 109.75 C) N z: N °1 I z1 I xl I xl \ \ / \ I N < �� INS 1 .47 wJ w + HP 118.3 _ _ \ - - - _ •• - • ~ ~ / \ _ 1 + HP 118.0 SS z > ty' INV 118.40 INV 111.76 X o 126.17)(/ KOHLSON o.5 ° PLACE o � � 24.5 1 122. -... -. -... - ... -. ..- ...- ... - ... - ...- ...- ... -...� U H�U ..-- -.,�.. �.._..«.,_,...._.._.._.._.._ ..._.._. _. ._ ... _.._....._........._.. 15 WIDE ACCESS I � ROAD-,,., D WS PARCEL A .._. ._. PROJECT _ BOUNDARY .._.._.._.._.._ • man _.._a.n ._.._.._an . ._.._..� ._..� / NOTE: INV 115.5 A INV 116.0 / ADDITIONAL PROPERTY AND PERMITTING WILL BE REQUIRED TO CONSTRUCT / STORM DRAIN OUTFALL AND TO 1 CONTINUE PATH 02 -25 -2014 1:49pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 12 -16- UTILITY PLAN.DWG W a I I i of 60 120 iSCALE: 1"=60' I I z 0 w o- I I I 0 z I ° N c� I� C:, w U -7) M i LLj= m 0 w w z z Y U w Q U w = Lu Z M �o J y p o W i > W �� ww o � � ww EN� J � ffiw I �0 0 = upoo r Li Q w n o Q m< INV 111.30 o s� =o 1 v Z a= Y �a o� zm Y� Z� �o I 1 0 I Z o ro r= U i ER �� wo �w w z 0 >< a W �` W tn a N IN � a C NOTE: g SIDEWALK CONFIGURATION o I TO BE FINALIZED WITH IMPROVEMENT PLANS FOR J RPX. v INV 110.25 CL W w a o°c a Q a� a � c W yz > a0 _ >a H Im Q �w Z a° ODE I I�•' F_ W a F- IX F- > W z I , /•• Z o li o I' C) PROJECT NO. 19539 -00 i an an • an on SHT .T 171 12 I i I I i i� OF 26 INV 119.2 N NV 1 121. N NV 1 1 1.1 I jj: 1 207 2 208 2 219 2 220 2 125.3 P P127.8 I I P P127.8 P 241 242 243 244 245 246 59 5 58 5 57 5 56 5 55 5 54 5 53 5 52 5 51 5 50 4 49 4 48 4 47 4 46 4 45 4 44 4 43 4 42 1 1 20.22 I INV 112.76 P P128.2 P128.5 P128.8 P129.1 P129.4 P129.6 P128.0 P P128.3 P P128.6 P P128.9 P P129.1 P P128.9 P P128.6 P P128.3 P P128.0 P P128.0 P P127.7 P P127.4 P P127.1 P P126.7 P P126.7 P P126.3 P P125.8 P P125.3 3 2 i 206 2 209 i i 2 218 2 221 P12 .7 P P127. P P127. P P12 .4 I :I �° t N J te . �1 .17 K 205 2 210 I I 2 217 2 222 1 24 2 25 2 26 2 27 2 28 2 29 3 30 3 31 3 32 3 33 3 34 3 35 3 36 3 37 3 38 3 39 4 40 4 41 1 1 P P126.1 P P127.2 P127.2 P P128.1 I I °� P INV 111.82 INV 112.45 1 o U „ - ;.Q o o ...- ...- ...- ...- ...- ... -.. -Q: 6 0� ... -. - ...- ...- ...- ...- ...- ... -... o 4., ALP - ...- ... -.. - ...- ... -... -. ° 1 ° I INV 119.68 U1 w � ..�26�... -. y ...�... -... -. D1'2I; 80 -... INV 112.84 �• p"' . co .X_.._.. .._. gp .._,. .._. .._...._.._.._.._.. 0.5% X 0.5'° INV 120.22 �••_. A • ss HP LP SS HP ss 203 212 al 215 224 N a P126.5 P126.5 P126.5 P127.5 1 239 234 I 3 NV 115.3 NV 120.1 I W.I P128.1 P129.0 C 1 ' NV 113.4 7 Ii I INV 115.17 I V 118.77 ;I • :I • 202 213 xl 214 225 N WSE = 2 4. 3 U1 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 P125.5 Iw P125.7 P126.2 P126.2 P127.2 I� 240 233 N 1 ' x P127.5 P128.4 J w: P125.8 P126.7 P127.5 P128.3 P129.1 P129.9 P127.9 P127.4 P126.9 P127.2 P127.4 P127.6 P127.8 P127.3 P126.7 P126.1 W ° \° ; 1 i A • ° U P1 5 3 0I : INV 119.8 1 °o INV 119.45 INV 120.26 , 1I 1 125 2 20' WIDE ACCESS ROAD I 201 200 199 I 228 227 226 229 230 231 232 Gam: :I +• INV 118.60 P124.8 P125.3 P125.8 P125.8 P126.3 P126.8 I P127 3 P127 8 P128 2 I I II P126.8 M 5 INV 112.12 INV Ill 1.76 i co P125.1 i INV 111.10 `; `" INV 112.36 INV 110.35 . r w O�O� HP 118.3 HP 118.3 HP 118.3 + I I 1 c; O III CONCEPTUAL DESIGN OF BASIN TO BE FINALIZED INV 119.13 I1 3.77 SS �1 4.77 WITH CONSTRUCTION PLANS. TRASH SCREENS SHALL 4 "• -• ..TIQ .M.7- 7. 7•• -•• -•• ••- ••- ••- ••- ••- ••- •• -•• -•• o • _ � -.1 2Z_1 \ BE ADDED TO ALL INLETS /OUTFACES TO PREVENT P124.8 1 "'- " - "' "- "' *E'NM- AR- E- PtAC -E "� • -- -- > �� % /� \ \ TRASH FROM ENTERING DOWNSTREAM SYSTEM. 0\0 "' a k)DIMENT FOREBAY L \\ 3 i \ \ P124.5 'I WSE= 23 . 0 PARCEL B 0- dDt \ \ \\ / j \ \ , ( PSDE & PAE ) 2 I I °Ln P124.2 1110 c�U) oa H \� \ \ �p l / \ I I \� \ / / LOW FLOW \ \ \ INV 1181 1 i cn .5 z \ \� l / \ \ I I \ 1 / / \\ P123.8 N ,,, w o \\ / // \ \ \\ I I \ \ ^ j/ ,/ ��\ INV 118.59 I i INV 119.73 INV 119.33 INV 120.14 186 198 197 196 195 194 193 192 191 190 189 188 187 P128.2 P124.8 P125.2 P125.5 P125.8 P126.0 P126.2 P126.4 P126.6 P126.8 P127.2 P127.5 P127.9 185 P127.7 172 173 174 175 176 177 178 179 180 181 182 183 P123.8 P124.1 P124.4 P124.7 P125.0 P125.3 P125.5 P125.8 P126.1 P126.4 P126.7 P127.0 184 P127.2 INV 11L.$, INV 109.75 C) N z: N °1 I z1 I xl I xl \ \ / \ I N < �� INS 1 .47 wJ w + HP 118.3 _ _ \ - - - _ •• - • ~ ~ / \ _ 1 + HP 118.0 SS z > ty' INV 118.40 INV 111.76 X o 126.17)(/ KOHLSON o.5 ° PLACE o � � 24.5 1 122. -... -. -... - ... -. ..- ...- ... - ... - ...- ...- ... -...� U H�U ..-- -.,�.. �.._..«.,_,...._.._.._.._.._ ..._.._. _. ._ ... _.._....._........._.. 15 WIDE ACCESS I � ROAD-,,., D WS PARCEL A .._. ._. PROJECT _ BOUNDARY .._.._.._.._.._ • man _.._a.n ._.._.._an . ._.._..� ._..� / NOTE: INV 115.5 A INV 116.0 / ADDITIONAL PROPERTY AND PERMITTING WILL BE REQUIRED TO CONSTRUCT / STORM DRAIN OUTFALL AND TO 1 CONTINUE PATH 02 -25 -2014 1:49pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 12 -16- UTILITY PLAN.DWG W a I I i of 60 120 iSCALE: 1"=60' I I z 0 w o- I I I 0 z I ° N c� I� C:, w U -7) M i LLj= m 0 w w z z Y U w Q U w = Lu Z M �o J y p o W i > W �� ww o � � ww EN� J � ffiw I �0 0 = upoo r Li Q w n o Q m< INV 111.30 o s� =o 1 v Z a= Y �a o� zm Y� Z� �o I 1 0 I Z o ro r= U i ER �� wo �w w z 0 >< a W �` W tn a N IN � a C NOTE: g SIDEWALK CONFIGURATION o I TO BE FINALIZED WITH IMPROVEMENT PLANS FOR J RPX. v INV 110.25 CL W w a o°c a Q a� a � c W yz > a0 _ >a H Im Q �w Z a° ODE I I�•' F_ W a F- IX F- > W z I , /•• Z o li o I' C) PROJECT NO. 19539 -00 i an an • an on SHT .T 171 12 I i I I i i� OF 26 P126.8 M 5 INV 112.12 INV Ill 1.76 i co P125.1 i INV 111.10 `; `" INV 112.36 INV 110.35 . r w O�O� HP 118.3 HP 118.3 HP 118.3 + I I 1 c; O III CONCEPTUAL DESIGN OF BASIN TO BE FINALIZED INV 119.13 I1 3.77 SS �1 4.77 WITH CONSTRUCTION PLANS. TRASH SCREENS SHALL 4 "• -• ..TIQ .M.7- 7. 7•• -•• -•• ••- ••- ••- ••- ••- ••- •• -•• -•• o • _ � -.1 2Z_1 \ BE ADDED TO ALL INLETS /OUTFACES TO PREVENT P124.8 1 "'- " - "' "- "' *E'NM- AR- E- PtAC -E "� • -- -- > �� % /� \ \ TRASH FROM ENTERING DOWNSTREAM SYSTEM. 0\0 "' a k)DIMENT FOREBAY L \\ 3 i \ \ P124.5 'I WSE= 23 . 0 PARCEL B 0- dDt \ \ \\ / j \ \ , ( PSDE & PAE ) 2 I I °Ln P124.2 1110 c�U) oa H \� \ \ �p l / \ I I \� \ / / LOW FLOW \ \ \ INV 1181 1 i cn .5 z \ \� l / \ \ I I \ 1 / / \\ P123.8 N ,,, w o \\ / // \ \ \\ I I \ \ ^ j/ ,/ ��\ INV 118.59 I i INV 119.73 INV 119.33 INV 120.14 186 198 197 196 195 194 193 192 191 190 189 188 187 P128.2 P124.8 P125.2 P125.5 P125.8 P126.0 P126.2 P126.4 P126.6 P126.8 P127.2 P127.5 P127.9 185 P127.7 172 173 174 175 176 177 178 179 180 181 182 183 P123.8 P124.1 P124.4 P124.7 P125.0 P125.3 P125.5 P125.8 P126.1 P126.4 P126.7 P127.0 184 P127.2 INV 11L.$, INV 109.75 C) N z: N °1 I z1 I xl I xl \ \ / \ I N < �� INS 1 .47 wJ w + HP 118.3 _ _ \ - - - _ •• - • ~ ~ / \ _ 1 + HP 118.0 SS z > ty' INV 118.40 INV 111.76 X o 126.17)(/ KOHLSON o.5 ° PLACE o � � 24.5 1 122. -... -. -... - ... -. ..- ...- ... - ... - ...- ...- ... -...� U H�U ..-- -.,�.. �.._..«.,_,...._.._.._.._.._ ..._.._. _. ._ ... _.._....._........._.. 15 WIDE ACCESS I � ROAD-,,., D WS PARCEL A .._. ._. PROJECT _ BOUNDARY .._.._.._.._.._ • man _.._a.n ._.._.._an . ._.._..� ._..� / NOTE: INV 115.5 A INV 116.0 / ADDITIONAL PROPERTY AND PERMITTING WILL BE REQUIRED TO CONSTRUCT / STORM DRAIN OUTFALL AND TO 1 CONTINUE PATH 02 -25 -2014 1:49pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 12 -16- UTILITY PLAN.DWG W a I I i of 60 120 iSCALE: 1"=60' I I z 0 w o- I I I 0 z I ° N c� I� C:, w U -7) M i LLj= m 0 w w z z Y U w Q U w = Lu Z M �o J y p o W i > W �� ww o � � ww EN� J � ffiw I �0 0 = upoo r Li Q w n o Q m< INV 111.30 o s� =o 1 v Z a= Y �a o� zm Y� Z� �o I 1 0 I Z o ro r= U i ER �� wo �w w z 0 >< a W �` W tn a N IN � a C NOTE: g SIDEWALK CONFIGURATION o I TO BE FINALIZED WITH IMPROVEMENT PLANS FOR J RPX. v INV 110.25 CL W w a o°c a Q a� a � c W yz > a0 _ >a H Im Q �w Z a° ODE I I�•' F_ W a F- IX F- > W z I , /•• Z o li o I' C) PROJECT NO. 19539 -00 i an an • an on SHT .T 171 12 I i I I i i� OF 26 "' a k)DIMENT FOREBAY L \\ 3 i \ \ P124.5 'I WSE= 23 . 0 PARCEL B 0- dDt \ \ \\ / j \ \ , ( PSDE & PAE ) 2 I I °Ln P124.2 1110 c�U) oa H \� \ \ �p l / \ I I \� \ / / LOW FLOW \ \ \ INV 1181 1 i cn .5 z \ \� l / \ \ I I \ 1 / / \\ P123.8 N ,,, w o \\ / // \ \ \\ I I \ \ ^ j/ ,/ ��\ INV 118.59 I i INV 119.73 INV 119.33 INV 120.14 186 198 197 196 195 194 193 192 191 190 189 188 187 P128.2 P124.8 P125.2 P125.5 P125.8 P126.0 P126.2 P126.4 P126.6 P126.8 P127.2 P127.5 P127.9 185 P127.7 172 173 174 175 176 177 178 179 180 181 182 183 P123.8 P124.1 P124.4 P124.7 P125.0 P125.3 P125.5 P125.8 P126.1 P126.4 P126.7 P127.0 184 P127.2 INV 11L.$, INV 109.75 C) N z: N °1 I z1 I xl I xl \ \ / \ I N < �� INS 1 .47 wJ w + HP 118.3 _ _ \ - - - _ •• - • ~ ~ / \ _ 1 + HP 118.0 SS z > ty' INV 118.40 INV 111.76 X o 126.17)(/ KOHLSON o.5 ° PLACE o � � 24.5 1 122. -... -. -... - ... -. ..- ...- ... - ... - ...- ...- ... -...� U H�U ..-- -.,�.. �.._..«.,_,...._.._.._.._.._ ..._.._. _. ._ ... _.._....._........._.. 15 WIDE ACCESS I � ROAD-,,., D WS PARCEL A .._. ._. PROJECT _ BOUNDARY .._.._.._.._.._ • man _.._a.n ._.._.._an . ._.._..� ._..� / NOTE: INV 115.5 A INV 116.0 / ADDITIONAL PROPERTY AND PERMITTING WILL BE REQUIRED TO CONSTRUCT / STORM DRAIN OUTFALL AND TO 1 CONTINUE PATH 02 -25 -2014 1:49pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 12 -16- UTILITY PLAN.DWG W a I I i of 60 120 iSCALE: 1"=60' I I z 0 w o- I I I 0 z I ° N c� I� C:, w U -7) M i LLj= m 0 w w z z Y U w Q U w = Lu Z M �o J y p o W i > W �� ww o � � ww EN� J � ffiw I �0 0 = upoo r Li Q w n o Q m< INV 111.30 o s� =o 1 v Z a= Y �a o� zm Y� Z� �o I 1 0 I Z o ro r= U i ER �� wo �w w z 0 >< a W �` W tn a N IN � a C NOTE: g SIDEWALK CONFIGURATION o I TO BE FINALIZED WITH IMPROVEMENT PLANS FOR J RPX. v INV 110.25 CL W w a o°c a Q a� a � c W yz > a0 _ >a H Im Q �w Z a° ODE I I�•' F_ W a F- IX F- > W z I , /•• Z o li o I' C) PROJECT NO. 19539 -00 i an an • an on SHT .T 171 12 I i I I i i� OF 26 C) N z: N °1 I z1 I xl I xl \ \ / \ I N < �� INS 1 .47 wJ w + HP 118.3 _ _ \ - - - _ •• - • ~ ~ / \ _ 1 + HP 118.0 SS z > ty' INV 118.40 INV 111.76 X o 126.17)(/ KOHLSON o.5 ° PLACE o � � 24.5 1 122. -... -. -... - ... -. ..- ...- ... - ... - ...- ...- ... -...� U H�U ..-- -.,�.. �.._..«.,_,...._.._.._.._.._ ..._.._. _. ._ ... _.._....._........._.. 15 WIDE ACCESS I � ROAD-,,., D WS PARCEL A .._. ._. PROJECT _ BOUNDARY .._.._.._.._.._ • man _.._a.n ._.._.._an . ._.._..� ._..� / NOTE: INV 115.5 A INV 116.0 / ADDITIONAL PROPERTY AND PERMITTING WILL BE REQUIRED TO CONSTRUCT / STORM DRAIN OUTFALL AND TO 1 CONTINUE PATH 02 -25 -2014 1:49pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 12 -16- UTILITY PLAN.DWG W a I I i of 60 120 iSCALE: 1"=60' I I z 0 w o- I I I 0 z I ° N c� I� C:, w U -7) M i LLj= m 0 w w z z Y U w Q U w = Lu Z M �o J y p o W i > W �� ww o � � ww EN� J � ffiw I �0 0 = upoo r Li Q w n o Q m< INV 111.30 o s� =o 1 v Z a= Y �a o� zm Y� Z� �o I 1 0 I Z o ro r= U i ER �� wo �w w z 0 >< a W �` W tn a N IN � a C NOTE: g SIDEWALK CONFIGURATION o I TO BE FINALIZED WITH IMPROVEMENT PLANS FOR J RPX. v INV 110.25 CL W w a o°c a Q a� a � c W yz > a0 _ >a H Im Q �w Z a° ODE I I�•' F_ W a F- IX F- > W z I , /•• Z o li o I' C) PROJECT NO. 19539 -00 i an an • an on SHT .T 171 12 I i I I i i� OF 26 r w U) w W I 676 677 di P138.6 P138.9 1 �I x: X• -••- SD .._.._.. 137.6 IN 127. / • INV 124.3 712 711 _ 1 1 P138.6 P139.0 'IAN TO B NORTH IN 126 � cJ I EEK r W z � 0 xQ oZ �M aZ 124.95 713 I 714 P138.6 P139.1 SEE SHEET 14 678 I 679 I 680 I 681 I 682 I 683 I 684 I 685 I 686 I 687 I 688 I 689 I 690 I 691 I 692 I 693 I 694 5 P139.2 P139. 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P137.8 368 387 398 a: 1 P141.0 I 11 NV 119.2A 363 111 791 i Ij 1 793 O� P143.8 P143.5 P143.2 798 1 !1 T� I: P138.1 P138.4 P138.7 P136.0 P136.5 P136.9 I: I 372 383 402 dl - - - - -- - - - - -- 715 716 717 718 719 720 721 451 452 �- ' P139.5 P140.0 P140.4 P140.9 P141.3 P141.8 P142.2 P140.8 d 1 1 489 488 487 486 1 INV 121.85 418 P141.6 423 P141.3 x I W: H I� 1 497 496 495 494 I; P144.9 P145.4 P143.8 P143.3 412 429 438 1 ii II T P144.9 P144.6 P144.3 i I I' 0' 373 382 403 i II P138.6 P138.9 P139.2 I I INV 121 .22 - - - - - INV 128.57 ,'. _ „ • 1 490 491 492 493 INV 119.65 703 702 701 700 699 698 697 696 695 P141.1 P140.8 P140.5 P140.2 P139.8 P139.5 P139.2 P138.9 P138.5 722 723 724 725 726 727 728 729 730 P142.2 P141.9 P141.6 P141.3 P140.9 P140.6 P140.3 P140.0 P139.6 INV 120.25 INV 118.65 Ili II 1 122. 369 386 399 P142.7 P142.4 P142.1 I 1 P143.8 P144.3 P142.8 P142.3 i �1 \INV 120.3 781 779 789 .L,.1 j" 1 787 P139.5 P139.8 P140.1 413 428 439 P137.6 1 P138.2 -132 - I 476 P140.8 - -- 477 a I' P140.3 I I• - - - - - -- II ' 417 424 443 E 810 811 P139.1 420 421 N • I °01 .. P137.8 368 387 398 I Nv : 1 P141.0 I 11 NV 119.2A 363 111 791 i Ij 1 793 INV 130. P143.8 P143.5 P143.2 798 1 !1 T� I: P138.1 P138.4 P138.7 -- - - - - -- - - - - -- SS I SS NMI I: I P139.5 P139.8 P140.1 INV 123.45 0.76% 141.16 0.5% INV 127.38 13 6 481 480 479 478 •._.• , L___ ______ ______ X 137.54 - ... -... - ...- ...- ...- ...- ... -... - KONNEMA A..- ...- ...... X..l- ... -... - PLACE...- ...- .o --- - --- - --- ---- - ...- ...- ...- ...__...... -... I P142.7 P143.2 P141.8 P141.3 ° '1 J 416 425 442 NV 127 50 1 �x 7750 -,0 NV 127.13 138.6 749 748 747 746 745 744 743 742 741 740 739 738 737 736 735 734 733 732 731 P139.0 P139.4 P139.8 P140.2 P140.6 P141.0 P141.4 P141.8 P142.2 P142,0 P141.7 P141.5 P141.2 P140.9 P140.7 P140.4 P140.2 P139.9 P139.6 751 P138.1 INV 122.55 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 770 771 752 P137.9 P138.2 P138.5 P138.8 P139.0 P139.3 P139.6 P139.9 P140.1 P140.1 P139.9 P139.6 P139.3 P139.0 P138.8 P138.5 P138.2 P137.9 P137.6 P137.6 I 128.0 Ili II 1 122. 369 386 399 P142.7 P142.4 P142.1 I 1 P143.8 P144.3 P142.8 P142.3 i �1 \INV 120.3 781 779 789 .L,.1 j" 1 787 P139.5 P139.8 P140.1 413 428 439 P137.6 1 P138.2 -132 - I 476 P140.8 - -- 477 a I' P140.3 I I• - - - - - -- II ' 417 424 443 E 810 811 P139.1 420 421 N • I °01 .. P137.8 368 387 398 I Nv : 1 P141.0 I 11 NV 119.2A 363 111 791 i Ij 1 793 INV 130. P143.8 P143.5 P143.2 798 1 !1 T� I: P138.1 P138.4 P138.7 P136.0 P136.5 P136.9 I: I 372 383 402 �- -- - - - - -- - - - - -- L X INV 128.5 0.5% .. I, ------------ INV 120.82. L - -- - - - - - -- 451 452 �- ' 454 P139.0 P139.3 P139.6 O . P141.6 P142.1 P140.8 P14 1 489 488 487 486 1 j1 1 418 P141.6 423 P141.3 444 P141.0 W: H I� 448 : ; 364 I t ij !c Ion- 391 394 P140.0 447 459 1 1 460 461 I II a 'IQ'I 1 1 I. ------------------ II L 0\0 00 I I 3 °: 1i ° P143.8 P144.3 P142.8 P142.3 11 I N 414 427 440 1�1 P143.8 P143.5 P143.2 I 07 I 371 384 401 : N to Ilxl P139.0 P139.3 P139.6 I `n I : 482 483 484 485 . °\ P142.7 P143.2 P141.8 P141.3 1. II 415 426 441 i - - - - -- - - -� � - -- - - - - - -- I' ' P142.7 P142.4 P142.1 I' 370 385 400 - - - - -- - - -J L - -- - - - - - -- II -- - - - - -- - - - - -- SS I SS NMI I: I P139.5 P139.8 P140.1 INV 123.45 0.76% 141.16 0.5% INV 127.38 13 6 481 480 479 478 •._.• , L___ ______ ______ X 137.54 - ... -... - ...- ...- ...- ...- ... -... - KONNEMA A..- ...- ...... X..l- ... -... - PLACE...- ...- .o --- - --- - --- ---- - ...- ...- ...- ...__...... -... I P142.7 P143.2 P141.8 P141.3 ° '1 J 416 425 442 NV 127 50 1 �x 7750 -,0 NV 127.13 138.6 749 748 747 746 745 744 743 742 741 740 739 738 737 736 735 734 733 732 731 P139.0 P139.4 P139.8 P140.2 P140.6 P141.0 P141.4 P141.8 P142.2 P142,0 P141.7 P141.5 P141.2 P140.9 P140.7 P140.4 P140.2 P139.9 P139.6 751 P138.1 INV 122.55 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 770 771 752 P137.9 P138.2 P138.5 P138.8 P139.0 P139.3 P139.6 P139.9 P140.1 P140.1 P139.9 P139.6 P139.3 P139.0 P138.8 P138.5 P138.2 P137.9 P137.6 P137.6 I 128.0 ' II 1 122. 369 386 399 P142.7 P142.4 P142.1 I 1 11 E- P140.5 P140.2 P139.9 I . t .53 0 I II I� \INV 120.3 781 779 789 .L,.1 j" 1 787 P139.5 P139.8 P140.1 783 782 P140.1 P137.6 1 P138.2 474 P141.6 - - - - -- 475 P142.1 - - -� 476 P140.8 - -- 477 a I' P140.3 I I• - - - - - -- II P139.6 417 424 443 E 810 811 P139.1 420 421 N • I °01 .. 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P141.6 P142.1 P140.8 P14 1 P140.3 r J P137.1 1 j1 1 418 P141.6 423 P141.3 444 P141.0 5 H I� 448 : ; 364 I t ij !c Ion- 391 394 P140.0 447 459 1 1 460 461 I II a P139.7 1 1 I. 1 II °: 1i I , . ,�j I 367 388 397 II 1'36.x ... -... -... - ...- ...- ...- ... -...- - ... -... ... ... - ... - ... __... -... ... -..1 ... - ...- ...- ... -... ...- ...- ... -... ...- o..- ...- ..�.- ...- ... -... ... -t-3-6-:t i P138.1 P138.4 P138.7 •- so KALAGHA PLACE x HP INV 119.7 y INV 126.25 •• -•• 466 467 468 469 1z I ss ss I :d 419 422 445 I Z P140.5 P141.0 P139.8 P139.3 i� II ' II 1 122. 369 386 399 P142.7 P142.4 P142.1 I 1 11 E- P140.5 P140.2 P139.9 I . t .53 0 I II I� \INV 120.3 781 779 789 .L,.1 j" 1 787 P139.5 P139.8 P140.1 783 782 P140.1 P137.6 1 P138.2 474 P141.6 - - - - -- 475 P142.1 - - -� 476 P140.8 - -- 477 a I' P140.3 I I• - - - - - -- II P139.6 417 424 443 E 810 811 P139.1 420 421 N • I °01 .. 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' 0 P135.5 P135.8 P139.1 i i P139.3i i P139.3 P138.5 M � 11 E- -. - ~. ..- ...- ...- �.......- ...- ... -... -. -... -. .- ... -...� .. -... . t .53 0 W z z 0 w Y U Q U w w U1 CD CD U �o �� N ww � E N� N Jw o 449 458 457 ; 456 455 • '1 °� ------------------ ma�Z - 336 I� z 0� =o �a o� P136.0 CL J R/W 137.3 R/W 135.4 PARK 136.0 I: 'I P137.3 P140.3 P140.0 P139.6 P139.6 P138.1 II Ij xO Cb PARK 134.1 R/W 134.6 363 392 393 I: 1 .`��,,�`� PARK 134.1 '1 I 1 d P135.5 P135.8 P139.1 450 451 452 �- -� 453 454 INV 128.00 �� Q 1 QQ' O . P140.6 P140.3 P139.9 P139.9 P137.1 1 INV 120.03 11Q"1 1 II °: 1i I , . ,�j I Q- - 362 361 360 359 358 357 356 355 It ° I N 1>' P135.3 r----1P135-3 P136.0 r -� P136.0 P136.7 r____1 P136.7 P137.3 r -� P137.3 �q 1 j IN 123. j 822 817 +136.5 W I I: ,Z v NOTE: Z cn W P133.7 P135.6 I 1 ' w I 3 GRADES SHOWN FOR PARK ARE N CONCEPTUAL AND SUBJECT TO CHANGE DURING FINAL DESIGN • N 0 60' SCALE: 1"=60' W I I.- Q z 0 W 0' z v 345 0 343 N 341 c� I- < to w U P134.8 � U M � M LLj= m m m o 0 W z z 0 w Y U Q U w w U1 CD CD U �o �� N ww � E N� N Jw o m U � °z } m U z � w zZ °� ~ ma�Z Q 336 0 Z Cos Y 0� =o �a o� P136.0 CL zm Zoo Y� _ N 823 816 N 3 MIN SLOPE IS 0.5% I�� 347 348 349 350 351 352 353 354 N NOTE: I R/W 133.5 x: 1 I I SIDEWALK CONFIGURATION a P133.3 P135.0 Y R W 136.5 MAX SLOPE IS 20% (5:1) •1 P134.8 P134.8 P135.5 P135.5 P136.1 P136.1 P136.8 P136.8 TO BE FINALIZED WITH x / PARK 134.1 o °�° INV 12 . No "' I° I PARK 134.1 INV 124.0 INV 120 34 INV 15.27 I IMPROVEMENT PLANS FOR 0 o f PARCEL E + 135.1 ' 1 3 I RPX. U 1° 824 815 1 • : P 132.9 P 134.5 I + 136.0 13 .26 SS 135.95: ' 1 INV 116.68 ••�•• ••_.. _.._.._.._.._.._..,_.._.._.._.. .. .._.._.._.._.._. .._.._.._. �...- ..- ...- ...- ...- ... . ... - ...- ..._... 0. - ......- .L....E - ... -... IN 1126.5.1 INV 123.78 . a d 825 814 =1 1 • is P132.6 P134.0 W :04 826 813 Z 1 + 134.5 d P132.2 P133.5 x ��1 N Ix 827 812 �1 INV 121.84 R/W 131 .0 ' I INV 20.0 I P131.8 P132.9 R/W 132.0 R/W 133.0 PARK 133.0 • I R/W 133.0 PARK 133.0 PARK 132.0 I 1 PARK 133.0 R/W 132.0 RW W I I 346 345 344 343 0 341 340 z O o P134.8 � U M � P136.1 ER P136.8 P136.8 JR' Q ci o v C/) � INV 133.00' II w w N-) z r °z J z 331 332 Z w Lu 335 336 337 L_ J 338 3� 2'e P135.3 P136.0 CL a '`W P136.7 W aUj P137.3 N a _ N 823 816 N 3 MIN SLOPE IS 0.5% I�� 347 348 349 350 351 352 353 354 N NOTE: I R/W 133.5 x: 1 I I SIDEWALK CONFIGURATION a P133.3 P135.0 Y R W 136.5 MAX SLOPE IS 20% (5:1) •1 P134.8 P134.8 P135.5 P135.5 P136.1 P136.1 P136.8 P136.8 TO BE FINALIZED WITH x / PARK 134.1 o °�° INV 12 . No "' I° I PARK 134.1 INV 124.0 INV 120 34 INV 15.27 I IMPROVEMENT PLANS FOR 0 o f PARCEL E + 135.1 ' 1 3 I RPX. U 1° 824 815 1 • : P 132.9 P 134.5 I + 136.0 13 .26 SS 135.95: ' 1 INV 116.68 ••�•• ••_.. _.._.._.._.._.._..,_.._.._.._.. .. .._.._.._.._.._. .._.._.._. �...- ..- ...- ...- ...- ... . ... - ...- ..._... 0. - ......- .L....E - ... -... IN 1126.5.1 INV 123.78 . a d 825 814 =1 1 • is P132.6 P134.0 W :04 826 813 Z 1 + 134.5 d P132.2 P133.5 x ��1 N Ix 827 812 �1 INV 121.84 R/W 131 .0 ' I INV 20.0 I P131.8 P132.9 R/W 132.0 R/W 133.0 PARK 133.0 • I R/W 133.0 PARK 133.0 PARK 132.0 I 1 PARK 133.0 R/W 132.0 RW W I I 346 345 344 343 342 341 340 339 ' P134.8 P134.8 P135.5 P135.5 P136.1 P136.1 P136.8 P136.8 INV 133.00' L_ J L_ J L_ J 331 332 333 334 335 336 337 L_ J 338 P135.3 P135.3 P136.0 P136.0 P136.7 P136.7 P137.3 P137.3 CONNECT TO 3 EX. CULVERT I j j 1: PARK 134.0 4 1 • INV 120.22 0.5% INV 122.51 _ -... �.. - ...- ...- ... -... w w ..- ...- ...- ...T... -..._ �..- ...- ...... -... .......- ...- ...�..7i�...- ..0..- ... -... ..- ... - ...- ...- ...- ...- ...- ... -...- .. -...� ° �..._. -1 130.8 ' .. -... ... -... 30.•.9 '... 131...85 ...- ...- ...- ...- ...- ...- ...- ... -.. -. -. - - - - 1:' 2T ...- ...- ...- ...- ...- ...- ... -.. '.:.� T 131 0 132.9 135.8 RW RW - ...�_. - ...- ...- ...- ...- ...�. -...' ...- ...- ...- ... -... - ...- ...- ...- ...- ... -... - ... -... -. RW INV 123.1 i'6� �X .. X.- ...- ... -.. ...- -...' .. �...- ...- ...- ...- ...- ...- ...- ...... 119.88 ••_.,_.._....._.._.. ss .._.._.._.._.. TWIN CREEKS ,ROAD 130.57 0.58% .._.._.._ ._.._.._. .._.._.._.._.._.._.._.._.._. _.._.._.._.._.._.._.._ ._ 0.570 .._.._.II_.._.._.._.._.. $p .._.._. SS .._.._.._.._.._..��. ..�.. m W 1 I INV 124.75 1 REEKS ROAD INV 123.99 INV 125.44 E =13 .7. o ? \ I INV 118.98 INV 121.00 INV 115.66 INV 116.02 INV 122.87 I I \ c'n = m I 73 74 101 102 129 130 1 157 158 a z NV 119. 9 P131.8 P132.9 P132.9 P131.6 P131.6 P130.3 P130.3 P130.5 �� I 274 273 272 271 270 269 1 268 267 I I j INV 118.17 INV 117.50 1 I I P130.1 P130.1 P131.3 P131.3 P132.5 r _ P132.5 I P133.8 P133.8 266 265 a o 1 1 INV 116.82 INV 116.14 j r r r - P133.7 P134.2 W z 1 72 75 i 100 103 128 131 I 156 159 Lx Fn P131.5 P132.6 P132.6 P131.4 1 1 I N- ------- - - - - -- - - -� P131.4 P130.1 P130.1 P130.0 I z of v \ I I I -- - - - INV 124.47 001) 1 SEE SHEET 12 02 -25 -2014 1:50pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 12 -16- UTILITY PLAN.DWG EX. CULVERT g z Of O !L_ J U H � W a OH aJ O os tJ W (08 �Q Q aw Z a0 CL Y W H ow a W aF- > w z w O U 'ROJECT NO. 19539 -00 SHT 13 OF 26 'ROJECT NO. 19539 -00 SHT 13 OF 26 I- r I � II I IIPARCEL H CONSTRUCTED WETLANDS 0' 60' 120' I� SCALE: 1"=60' I I I� I I I 3: ICROSS HATCH REPRESENTS APPROXIMATE I LIMITS OF AREA SUBJECT TO INUNDATION NOTE: G SIDEWALK ON ROHNERT PARK EXPRESSWAY (EAST OF KELLS) TO BE I " EXTENDED TO INTERSECTION OF II PETALUMA HILL RD. THESE PROPOSED CREEK TRAIL IMPROVEMENTS TO BE COMPLETED WITH THE DEVELOPMENT OF PARCEL F. 1 III -------------------------------------------------- - - - - -- --- - - - - -- ----- - - - - -- - � SE 146. 4 PARCEL I Ab� 7w �... -... ... 0- ...- ...- ...- ...- ...- ...- ... -... 0.5 % ..- ...- ...- ...- ...- ...149.15 .�..- ...__... -.... ...- ...- ...- ...0.9 % ...- ...- ...- ...- ...- ... -... ...- ...- ...- ...- ... -.. - ... -... 1 X. INV 135.00 �� INV 133.67 HP x . 2 INV 133.87 io- "144' INV 133.62 1 mb 1 BA H CR K w: 146.9 SS SS l i 1 ERLI 1 INV 129.47 B H a 1 II p"I 528 527 526 525 524 523 522 521 520 519 518 517 516 515 514 513 ' W 1 P147.9 P148.1 P148.3 P148.5 P148.6 P148.8 P149.0 P149.2 P148.8 P148.3 P147.9 P147.4 P147.0 P146.5 P146.1 P145.6 ° \° • I I I Lo �I 1 c! N 1 • I W .1 4. x I 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 I! ! I P146.9 P147.1 P147.3 P147.5 P147.7 P147.9 P148.1 P148.1 P147.6 P147.2 P146.7 P146.3 P145.8 P145.3 P144.9 P144.4 I 1 1 I II NV 1 1.6 I 3 1 w I 7w 7w 7w 11 INV 132.56 1 d 1 �...- ...- ...- ... -... -.. - ...----- ...- ... -... ---- ...- ...- ...- ... -... a • INV 133.50 ...- ..0.5 %..�... INV 132.07 ...- ... -...- ..-...- ...�.�,�...- ...- ...- ...- ... -... INV 130.42 0.8 % 0 ...- ... -... : . X145.3 HP X KAVANAUGH PLACE INV 132.81 i�•�• i E� 4zi LP SS SS INV 128.77 i Z 1 1 I CS l PARCEL F p" 131.07 560 559 558 557 556 555 554 553 d 552 551 550 549 548 547 546 545 P146.7 P146.9 P147.1 P147.3 P147.5 P147.7 P147.9 P148.1 a P147.8 P146.8 P146.4 P146.0 P145.6 P145.2 P144.8 P144.4 a' I I P148.5 i i :°\° I 1 °Lo Z I • CD 0 I 561 562 563 564 565 566 567 568 569 570 L1 571 572 573 574 575 576 577 578 1.4 1 ! I P144.5 P144.7 P144.8 P145.0 P145.2 P145.4 P145.6 P145.7 P145.9 P146.7 W P146.1 P145.7 P145.2 P144.8 P144.4 P144.0 P143.5 P143.1 INV 126.72 X143.0 INV 132.0 SS SS 0.5% INV 130.02 146.05 X KTLCnNNF.L PLACE I 0.5% INV 131.75 �o- ■ ■■ 17 eirlov INV 131 50 I I - ... -...- ..-...-... - ... - ...- ...- ...- ...- ...- ... -.. ... -... wl 14 •6 I ¢1 669 P141.5 a� 667 P141.4 666 P141.1 W _ J 3 = I U) a :0\0 �I� w wl U) N : I wl I xl SS SS 0.5% INV 130.02 146.05 X KTLCnNNF.L PLACE I 0.5% INV 131.75 �o- ■ ■■ 17 eirlov INV 131 50 I I - ... -...- ..-...-... - ... - ...- ...- ...- ...- ...- ... -.. ... -... -...- ... - ... - ...- ..._. ... - ... - ... -...- ..- ...- ...- ...- ... -...- ... - ... - ...- ...- ... -... 670 P141.2 669 P141.5 668 P141.7 667 P141.4 666 P141.1 INV 124.44 617 627 626 625 597 P144.0 596 P144.3 595 P144.6 594 P144.9 593 P145.2 592 P145.5 591 P145.8 590 P146.1 589 P146.4 588 P146.7 587 P147.0 586 P146.5 585 P146.0 584 P145.5 583 P145.0 582 P144.5 581 P144.0 580 P143.5 579 P143.1 598 P141.9 599 P142.3 600 P142.7 601 P143.1 602 P143.4 603 P143.8 604 P144.2 605 P144.6 606 P144.9 607 P144.9 608 P144.6 609 P144.3 610 P143.9 611 P143.6 612 P143.2 613 P142.9 614 P142.5 615 P142.1 616 P141.8 IN 129. 7 _ X 140.9 iNV 130.00 �� LP G j3 ,8 INS( 128: N I NOTE: I 1. PARCEL F WILL CONNECT TO THE I PROPOSED 12" MAIN WITHIN °"o� KILLARNEY AND KELLS ROAD. 01 I 3 I 2. SIDEWALK CONFIGURATION TO BE I I FINALIZED WITH IMPROVEMENT : H +� PLANS FOR RPX INV 130.44 SS W RW INV 130.70 i 146.86' KELLS ROAD 151 .05 10- -. -...- ...- ...- ...�.- ...- ...- ... -...- .143:88 - ...- ...- ...- ...- ... -... ... ° ...-...- ..._...- ...- ...- ...- ...-- - - -... �...- ... -... ....� -40. - ... -...' _..._..._..._ 1'8° %" INV '1 5.68 X �\ 0.560 INV 128.75 SS X HP INV 127.50 SS INV 126.25 KELLS ROAD INV 130.7L �.._.._.. .._.._.. -� SS or 512 510 x \ INV 126.50 INV 125. .- --- - ... -... uj 38.6. �5 �I I a INV 7.85 °0 l.o I� J. :II ° \° 3IT :w IF :w I� 674 P140.0 • 13 I:0 672 P140.6 671 P140.9 670 P141.2 669 P141.5 668 P141.7 667 P141.4 666 P141.1 INV 124.44 617 627 626 625 624 623 628 636 635 634 633 632 631 630 629 P144.9 P141.9 P142.3 P142.7 P143.1 P143.4 P143.8 P144.2 P144.6 648 649 650 651 652 653 654 655 656 P141.7 644 P143.3 P141.0 P140.7 P140.3 P140.0 P139.6 P139.2 P139.2 P139.9 P140.6 INV 123. 6 INV 121. INV 134.39 E 637 638 639 640 641 642 643 P139.7 P140.1 P140.4 P140.7 P141.0 P141.3 P141.5 645 P146.6 P145.0 I P141.7 I: - - - - -- - - - - -- - -- 409 x \ INV 126.50 INV 125. .- --- - ... -... uj 38.6. �5 �I I a INV 7.85 °0 l.o I� J. :II ° \° 3IT :w IF :w I� 140.66: x KELLEHER PLACE _... -...- .. .. .. ..0 ..- ...- ... . ... - ...- ... -... -. -... 674 P140.0 • 13 I:0 672 P140.6 671 P140.9 670 P141.2 669 P141.5 668 P141.7 667 P141.4 666 P141.1 INV 124.44 617 627 626 625 624 623 622 621 620 619 618 P144.9 P144.6 P144.3 P144.0 P143.7 P143.4 P143.1 P142.8 P142.5 P142.2 P141.8 646 647 648 649 650 651 652 653 654 655 656 P141.7 P141.4 P141.0 P140.7 P140.3 P140.0 P139.6 P139.2 P139.2 P139.9 P140.6 INV 123. 6 INV 121. 507 506 P145.0 I I 140.66: x KELLEHER PLACE _... -...- .. .. .. ..0 ..- ...- ... . ... - ...- ... -... -. -... 376 379 406 Til P140.4 P140.7 P141.0 �.._.._.. sp •_•o_ ■ ■_ ■• ss - ...��71.�..i'.. -- X 0.78% 143.15X I: 11 INV 1 9.38 410 431 436 �... .gam...- ...- •.��- --- - --- -.•.� 11 I J 3 II 675 P139.7 674 P140.0 • 13 I:0 672 P140.6 671 P140.9 670 P141.2 669 P141.5 668 P141.7 667 P141.4 666 P141.1 1° 664 P140.5 P147.9 P145.6 511 31 660 P139.2 659 P139.2 658 P139.9 657 P140.6 0 Q aw co Z a0 0. Y P144.9 P144.6 P144.3 co a a EX. CULVERT P145.3 2t w Z °• : 377 378 407 408 P146.8 433 P146.5 434 P146.2 - - - - -- � I,1 �]., I INV 136.0 I I I I 505 508 P147.3 � 509 P145.3 P1 F P1 X81 Q 7 1 P141.8 P143.6 P144.4 507 506 P145.0 I I - - - - -- - - - - -- - - -1 J Z P146.6 P145.0 I I: - - - - -- - - - - -- - -- 409 432 435 : x 502 P 145.9 503 P 144.7 504 I I P144.7 L � I INV 119. 9 '1 P146.0 P145.7 P145.4 1 INV 135 0 INV 136 0 376 379 406 Til P140.4 P140.7 P141.0 �.._.._.. sp •_•o_ ■ ■_ ■• ss - ...��71.�..i'.. -- X 0.78% 143.15X I: 11 INV 1 9.38 410 431 436 �... .gam...- ...- •.��- --- - --- -.•.� 11 I J 3 II 675 P139.7 674 P140.0 673 P140.3 672 P140.6 671 P140.9 670 P141.2 669 P141.5 668 P141.7 667 P141.4 666 P141.1 665 P140.8 664 P140.5 663 P140.2 662 P139.9 INV 130 661 P139.6 31 660 P139.2 659 P139.2 658 P139.9 657 P140.6 0 Q aw co Z a0 0. Y P144.9 P144.6 P144.3 co a a EX. CULVERT W Of 2t w Z ® D 0 374 SEE SHEET 13 02 -25 -2014 1:50pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 12 -16- UTILITY PLAN.DWG II 3 II Ij i I• I I: I� Ij EXTEND 12 11W & 6 "W TO PROPOSED ,NA ER TANK OF' SITE W I I.- 0 z 01 w 01 z v 0 N C.7 � to w U M II LLj= m m m C w w z z Y U U w Q v w = Ul CD CD U �o �� ww � N E N� Jw N o up ° r cn m � U w zZ �Z o =o vz- Y a x �a o� of o zm Y� Z� �o 0 z O Co M U � ER Z L S z a br w � 2'e CL LL:x W W a N Z a Q Z Of O U H \° N �1 N o. I� I �1 ICL 375 P140.4 380 P140.7 405 P141.0 P146.0 P145.7 P145.4 P143.8 r - -- 1 � i �, 411 430 437 ___J - - -INV 0 Q aw co Z a0 0. Y P144.9 P144.6 P144.3 co a a EX. CULVERT W Of 2t w Z ® D 0 374 404 � - -- - - - - -- - - - - -- I �I31 I P1 F P1 X81 Q 7 II 3 II Ij i I• I I: I� Ij EXTEND 12 11W & 6 "W TO PROPOSED ,NA ER TANK OF' SITE W I I.- 0 z 01 w 01 z v 0 N C.7 � to w U M II LLj= m m m C w w z z Y U U w Q v w = Ul CD CD U �o �� ww � N E N� Jw N o up ° r cn m � U w zZ �Z o =o vz- Y a x �a o� of o zm Y� Z� �o 0 z O Co M U � ER Z L S z a br w � 2'e CL LL:x W W a N Z a Q Z Of O U H ICL 498 499 500 501 P144.9 ----------- P145.4 P143.8 r - -- P143.3 - - - - - -- 0 130.00 ___J - - -INV 0 II 3 II Ij i I• I I: I� Ij EXTEND 12 11W & 6 "W TO PROPOSED ,NA ER TANK OF' SITE W I I.- 0 z 01 w 01 z v 0 N C.7 � to w U M II LLj= m m m C w w z z Y U U w Q v w = Ul CD CD U �o �� ww � N E N� Jw N o up ° r cn m � U w zZ �Z o =o vz- Y a x �a o� of o zm Y� Z� �o 0 z O Co M U � ER Z L S z a br w � 2'e CL LL:x W W a N Z a Q Z Of O U - CONNECT TO EX. CULVERT U PROJECT NO. 19539 -00 SHT 14 OF 26 H ICL CL U1 OH Ix J Q aH aod 0 0 W ao >_ >a 0 Q aw co Z a0 0. Y W Hma co a a EX. CULVERT W Of 2t w Z ® D 0 LA- O - CONNECT TO EX. CULVERT U PROJECT NO. 19539 -00 SHT 14 OF 26 BARRIER CONCRETE SIDEWALK BARRIER ---� 5' 10' 10' 5' BIKE LANE ■ I DRIVE LANE 'T■ DRIVE LANE ■ I BIKE LANE 30' CURB TO CURB I I SIDEWALK /I 43' RIGHT OF WAY BARRIER BRIDGE SECTION NTS 1 02 -25 -2014 1:51pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 12 -16- UTILITY PLAN.DWG SEE SHEET 16 LL- O a 01- Ix J 951 950 949 948 947 946 945 944 INV 7.85 > Q p P141.0 INV 11 P139.9 P139.7 P139.6 P139.4 P139.2 P139.2 P140.2 I ' 867 868 869 870 871 872 873 P134.3 P133.5 P133.2 �1 P132.5 P132.2 INV 128. JNV130 � P133.3 P133.6 IN 127. / INV 128.78 i I INV 129.55 �o �� N N � N I 934 935 936 937 938 939 940 941 942 I 0 Y C7 z 0� =o x a- INV 123.26 863 I PARCEL M 860 I 858 ..0.._.._.._.._.._.._. Sp o.._.._.._.._. ._.._.. 138.15 0.5% x 139.15 ' N Z � P131.8 P131.2 Lam...- ...- ...- ... -...- ..� P130.7 P131.3 I I I I INV ■ 1 1 P141.0 P140.7 P140.3 P139.9 W =1 .71 uj al IN 123. i x�l oI H of I: ■ SD •• ••- ••- ••- •• -•• -•• - •- SD 129.94 INV 120.35 0 TOOLE PLACE x ■ :1 1.3 ■ ■_ ■ ■_ ■■ 41-P SS I INV 121.07 NV 1 .23 II 839 842 843 1 1 846 847 1 1 850 P131.7 P131.7 P131.2 P131.2 P132.5 P132.5 al 840 841 844 845 848 849 I 1'o� °'I P132.2 1 P132.2 P131.7 P131.7 P133.0 1 P133.0 Io: i INV 20.0 II837 836 833 832 829 1 E P132.5 P132.5 P133.5 P133.5 P132.5 ■ WATER MAIN IN KEISER AVE, WEST OF TWIN CREEKS RD (TO SNYDER) I P132.0 TO BE INSTALLED BY OTHERS 838 835 834 831 830 -o-'0% ■ I W SS SD II P132.0 P132.0 P133.0 P133.0 P132.0 Q.. ••w-' - -m 119.88 . I ox� :I _ L ._ ... - ... - ... - ... - ... - ... - ... - ...._ ... - ... - �... - ... - ... - ... - ... - ... - ... - ... T ... ... - ... - - -- - ... - ... - ... - ... - ... .0. . 7. 130.07 0.7o INV 121.20 132.0 1.0o 32.7 INV 125.23 0.5% INV 122.75 TWIN CREEKS E E K S R 0 A D �_ _ _ - ,/ X�■ � INV 121 06 LP . -. .. -. ... -�� _. -... _::_ �_.:__ _. _��. ��.. -- ..._... .._. � ._ _ •, -, _ „v � 130.6' �� NV 119. 9 _.._.._ ._. ._.._.._.._.._.._ ._. _.. .. % I INV 127.7± TEMP. EDGE OF PAVEMENT INV 122.50 INV 120.0 INV 120.33 INV 119.61 INV 118,88/ \ 4' OFF BOUNDARY LINE I %1 d J w a 60' SCALE: 1 " =60' r W _^ U) / w U) xo�o >LL Z Lu W co U H U) Q Z 2 Cn = w 0 0c LL oC = w OC>ULL +I H LL - w H 2 H N z 0 CD J w ^ w Rg: or w S Cn CD w a J = H LL 3: 0- U) w w- z +Iz <Lri�� H N 0 m O X J O M r LL cr U� d h-i O LL Z d H O w LY "' w Lu w w w w z H =or xIiIw O H U H J M Z 120' I.- I0 z 0 N W 0' z LL- O a 01- Ix J Q 0 Z oM aod 0 N U > Q p it Li • PARCEL L 864 I ' 867 868 869 870 871 872 873 P134.3 P133.5 P133.2 �1 P132.5 P132.2 P132.6 � P133.3 P133.6 IN 127. / I i I �o �� N N � N 933 934 935 936 937 938 939 940 941 942 943 0 Y C7 z 0� =o x a- INV 123.26 863 I PARCEL M 860 I 858 857 856 855 854 N Z P132.3 P131.8 P131.2 P130.6 P130.0 P130.0 P130.7 P131.3 P132.0 P132.6 853 P141.0 P140.7 P140.3 P139.9 P139.6 P139.2 P139.2 P139.5 INV P139.7 P140.0 P140.2 I I MINOR GRADING WILL BE DONE I °U" I - 1 DURING PARK CONSTRUCTION I l r , I 3 N n ■ 932 931 930 929 928 927 926 925 924 923 922 FUTURE PEDESTRIAN i i I P137.4 P136.9 P136.4 P135.9 P136.2 P136.5 P136.7 P137.0 P137.3 P137.6 P137.0 BRIDGE TO BE CONSTRUCTED ' i I WITH VAST OA W INV 128.01 INV 1125.07 NORTH i RW . 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EDGE OF PAVEMENT INV 122.50 INV 120.0 INV 120.33 INV 119.61 INV 118,88/ \ 4' OFF BOUNDARY LINE I %1 d J w a 60' SCALE: 1 " =60' r W _^ U) / w U) xo�o >LL Z Lu W co U H U) Q Z 2 Cn = w 0 0c LL oC = w OC>ULL +I H LL - w H 2 H N z 0 CD J w ^ w Rg: or w S Cn CD w a J = H LL 3: 0- U) w w- z +Iz <Lri�� H N 0 m O X J O M r LL cr U� d h-i O LL Z d H O w LY "' w Lu w w w w z H =or xIiIw O H U H J M Z 120' I.- I0 z 0 N W 0' z LL- O a 01- Ix J Q 0 Z oM aod 0 N U > Q p it Li • PARCEL L 864 I ' 867 868 869 870 871 872 873 P134.3 P133.5 P133.2 �1 P132.5 P132.2 P132.6 � P133.3 P133.6 P134.0 U1 CD CD i I �o �� N ww � N I I II 852 P133.8 I I BARRIER � w Z Z I II i Q 0 Y C7 z 0� =o x a- INV 123.26 863 862 W =1 .71 uj al IN 123. i x�l oI H of I: ■ SD •• ••- ••- ••- •• -•• -•• - •- SD 129.94 INV 120.35 0 TOOLE PLACE x ■ :1 1.3 ■ ■_ ■ ■_ ■■ 41-P SS I INV 121.07 NV 1 .23 II 839 842 843 1 1 846 847 1 1 850 P131.7 P131.7 P131.2 P131.2 P132.5 P132.5 al 840 841 844 845 848 849 I 1'o� °'I P132.2 1 P132.2 P131.7 P131.7 P133.0 1 P133.0 Io: i INV 20.0 II837 836 833 832 829 1 E P132.5 P132.5 P133.5 P133.5 P132.5 ■ WATER MAIN IN KEISER AVE, WEST OF TWIN CREEKS RD (TO SNYDER) I P132.0 TO BE INSTALLED BY OTHERS 838 835 834 831 830 -o-'0% ■ I W SS SD II P132.0 P132.0 P133.0 P133.0 P132.0 Q.. ••w-' - -m 119.88 . 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EDGE OF PAVEMENT INV 122.50 INV 120.0 INV 120.33 INV 119.61 INV 118,88/ \ 4' OFF BOUNDARY LINE I %1 d J w a 60' SCALE: 1 " =60' r W _^ U) / w U) xo�o >LL Z Lu W co U H U) Q Z 2 Cn = w 0 0c LL oC = w OC>ULL +I H LL - w H 2 H N z 0 CD J w ^ w Rg: or w S Cn CD w a J = H LL 3: 0- U) w w- z +Iz <Lri�� H N 0 m O X J O M r LL cr U� d h-i O LL Z d H O w LY "' w Lu w w w w z H =or xIiIw O H U H J M Z 120' I.- I0 z 0 N W 0' z LL- O a 01- Ix J Q 0 Z oM aod 0 N U > Q p ER� Li Z 851 864 865 866 867 868 869 870 871 872 873 P134.3 P133.5 P133.2 P132.9 P132.5 P132.2 P132.6 P132.9 P133.3 P133.6 P134.0 U1 CD CD U �o �� N ww � N om oo up 852 P133.8 � w Z Z CD ~ Z Q 0 Y C7 z 0� =o x a- �= 863 862 861 860 859 858 857 856 855 854 N Z P132.3 P131.8 P131.2 P130.6 P130.0 P130.0 P130.7 P131.3 P132.0 P132.6 853 P133.2 INV 124.07 W =1 .71 uj al IN 123. i x�l oI H of I: ■ SD •• ••- ••- ••- •• -•• -•• - •- SD 129.94 INV 120.35 0 TOOLE PLACE x ■ :1 1.3 ■ ■_ ■ ■_ ■■ 41-P SS I INV 121.07 NV 1 .23 II 839 842 843 1 1 846 847 1 1 850 P131.7 P131.7 P131.2 P131.2 P132.5 P132.5 al 840 841 844 845 848 849 I 1'o� °'I P132.2 1 P132.2 P131.7 P131.7 P133.0 1 P133.0 Io: i INV 20.0 II837 836 833 832 829 1 E P132.5 P132.5 P133.5 P133.5 P132.5 ■ WATER MAIN IN KEISER AVE, WEST OF TWIN CREEKS RD (TO SNYDER) I P132.0 TO BE INSTALLED BY OTHERS 838 835 834 831 830 -o-'0% ■ I W SS SD II P132.0 P132.0 P133.0 P133.0 P132.0 Q.. ••w-' - -m 119.88 . I ox� :I _ L ._ ... - ... - ... - ... - ... - ... - ... - ...._ ... - ... - �... - ... - ... - ... - ... - ... - ... - ... T ... ... - ... - - -- - ... - ... - ... - ... - ... .0. . 7. 130.07 0.7o INV 121.20 132.0 1.0o 32.7 INV 125.23 0.5% INV 122.75 TWIN CREEKS E E K S R 0 A D �_ _ _ - ,/ X�■ � INV 121 06 LP . -. .. -. ... -�� _. -... _::_ �_.:__ _. _��. ��.. -- ..._... .._. � ._ _ •, -, _ „v � 130.6' �� NV 119. 9 _.._.._ ._. ._.._.._.._.._.._ ._. _.. .. % I INV 127.7± TEMP. EDGE OF PAVEMENT INV 122.50 INV 120.0 INV 120.33 INV 119.61 INV 118,88/ \ 4' OFF BOUNDARY LINE I %1 d J w a 60' SCALE: 1 " =60' r W _^ U) / w U) xo�o >LL Z Lu W co U H U) Q Z 2 Cn = w 0 0c LL oC = w OC>ULL +I H LL - w H 2 H N z 0 CD J w ^ w Rg: or w S Cn CD w a J = H LL 3: 0- U) w w- z +Iz <Lri�� H N 0 m O X J O M r LL cr U� d h-i O LL Z d H O w LY "' w Lu w w w w z H =or xIiIw O H U H J M Z 120' I.- I0 z 0 N W 0' z T INV 12U.22 rxI Ss r 73 P-131-8 INV 118.17 72 INS a z Of O w J U LL- O a 01- Ix J Q 0 Z oM aod 0 N U > Q p ER� Li Z to w U aF- W 2t w z M LLJ= � o m m I I w m o 0 W z z J C, w Y U H Q Q Q 0 w W = U1 CD CD U �o �� N ww � N om oo up U � w Z Z CD ~ Z Q 0 Y C7 z 0� =o x a- �= o o zm Y� T INV 12U.22 rxI Ss r 73 P-131-8 INV 118.17 72 INS a z Of O w J U LL- O a 01- Ix J Q aH Z oM aod 0 W U > Q p ER� a Z ap CL Y W H ow �a aF- W 2t w z o v � o LL O I I w U ' r 0 ° o O a a x � w a w N Z a T INV 12U.22 rxI Ss r 73 P-131-8 INV 118.17 72 INS a z Of O w J U 'ROJECT NO. 19539 -00 SHT 15 OF 26 co CL U1 a 01- Ix J Q aH aod 0 W 0 ao > Q p W a Z ap CL Y W H ow �a aF- W 2t w z w LL O U 'ROJECT NO. 19539 -00 SHT 15 OF 26 •. W i o I I PARCEL N j CONSTRUCTED WETLANDS 0' 60' 120' I iSCALE: 1"=60' I o • I > w I I F • I I SE 146. 4 i j F o z INEB H CR K ER I I C TERLI 0 j N 1033 1032 1031 1030 1029 1028 1027 1026 1025 7223 7225 7226 1021 1024 1022 1023 a -c:, 3 I P155.3 P154.5 P153.7 P152.9 P152.1 P151.3 P150.5 P149.9 P149.2 P148.5 P147.9 P147.2 P146.6 P145.9 P145.2 P145.2 C° ``' v m M LLj= m m m o 0 j w w w z z Y 3 w � �? U =1 . Qu W 4 �w= CD Ul CD CD U I I - iI INV 142.0 NV 1 1.6 y xx �� ww oF5 • -...-. ..- ...........- ...- ..........._ .. .- ...- ...- ...0- ...- ...- ... -...� . - ...- ...- ...- ... -... ....... ...- O�GILL PLACE - ...- ...- ... -.. -.. Up No x 0 GILL PLACE 1.0° 149.44 1.00 �. x : �r jX5 - SS SS SS 144. 2 1 4.24 1 i INV 144.0 INV 142.0 I I INV 140.0 INV 142.35/ INV 144.2 zZ °� E�Z W w a" I 131.07 • • � Z Y l Q O z O] YO • Z � � O 1008 1009 1010 1011 1012 �I 1013 1014 1015 1016 1017 Z I I P155.3 P154.1 P152.9 P151.7 P150.5I P150.5 P149.2 P147.9 P146.6 P145.2 0 W °\° P POSED REEK o 1 L9 �� TRA °° z I I I a O o M w I I N ER W I II INV 30.2 off„ (p• o o O I z w w � O� 1 I 1002 1001 1000 999 998 997 996 995 3 I 994 993 992 991 990 989 988 987 S 14 •6 1 3N P146.9 P146.7 P146.5 P146.3 P146.0 P145.8 P145.6 P145.3 I P145.3 P144.6 P143.9 P143.2 P142.5 P142.5 P142.8 P143.4 a CL LL: x W I W LLI _ � a INV 134.9 INV 136.0 z LLI -.. �...- ... -... -. - ... -... -. ... -...- • 0'L.E -LL. - o �- L-ACE- -... 0..----- --- - --- - 1003 0 LEARY PLACE 0.50 .._..� .._.._.._.._.._.._. So .._.._.._.._. LP 142.34 x Q z i 145.83 SS SS SS 0.5 ° O iP146.9 dim Of I I 1 INV 132. INV 133.16 INV 133.82 I W a 3 U I d 986 1 � 1004 ''� 978 979 980 981 982 983 984 985 P143.4 H P146.3 I p'' I P145.3 P144.6 P143.9 P143.2 P142.5 P142.5 P142.8 P143.1 IN 129. 7 _ y I N a U1 a lix I Q CL P. C) . Y j I 1005 : l° I °� I E • P145.7 0 I. s � j I I E-� 1 967 966 965 964 963 962 961 960 959 W CO G 1006 I I P142.8 P141.4 P140.0 P140.0 P140.3 P140.6 P140.9 P141.2 P141.5 > Q� I P145.1 I I p iINV 129.5 INV 130.16 INV 130.82 Q G j o co Ha 140.5 0 I 1007 143.43 0.5% SS � SS 139.02 SS � I 128. 5 Z a 1 P144.5 0 DREW PLACE •• -•• •• -•• ••- ••- •• -•• -• So •• DREW PLACE 0.5, x ♦ y CL ...-.. .�...- ...- ...- ....- ...- ... -�... -..1.g �... -... �.- ... -... -. -... ...- ..._ -.. W P a 1 I �• INV 131.66 Lu a Lu i _ .. .. - -• -- --------------- - - - - -- INV 1 ` ♦ > INV 143.0± \. INV 129.0 z O •• ♦ z o 952 953 954 955 956 957 958 9G i LL- P1 42.8 P140.0 P140.0 P140.4 P140.8 P141.2 P141.5 �'. U \. PROJECT NO. 19539 -00 i 951 950 949 948 947 946 945 944 `y' INV 7.85 I S HT INV 128.50 1 ; P141.0 P139.9 P139.7 P139.6 P139.4 P139.2 P139.2 P140.2 �\. I I i I Tni1i , nn 16 __... _- -_ Tani a nn cc w •� SEE SHEET 15 OF 26 _UTILITY PLAN.DWG INV 135.5 INV 135.5 I 975 9 976 9 INV 134.75 974 9 977 973 9 972 9 971 9 970 9 969 9 968 CONNECT TO WATER MAIN, CITY OF ROHNERT PARK PFFP PROJECT I I i I i I I I I I I I I I I i 4� I I I I I I CONNECT 12"W TO EX C TY DIS TRIBU TION SYS TEM O I � — I - - - - - - - - - - - I � TEMPORARY SS CONNECTION DURING CONSTRUCTION OF iNV 105. �,y VASTOAK WEST I .......—...—..—...—...— ...— ...�------- ........— .. —...- SS CONNECT TO 24 "SS TRUNK MAIN PFFP PROJEC T CI TY OF ROHNER T PARK � W z I d A II Z I 4 I I �I I i ,I I i I I I i ICI II Y I 02 -25 -2014 1:52pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM- 17_UTILITY PLAN_RPX.DWG INSTALL CONNECTION BETWEEN EXISTING 8 "SS & PROPOSED 15 "SS LINE, ABANDON EX 8 "SS IN PLACE AFTER MAIN IS INSTALLED OAK VIEW APARTMENTS ss CONNECT EXISTING CI TYo WA TER SYSTEM 1 I I I PROJECT BOUNDARY I I ROHNERT PARK EXPRESSWAY —...—.... ... . ... —...—.. .. ... . ... — ...— .... ... . ... —... —. �...— "J" SECTION FOOTHILLS SUBDIVISION I I � 4 U Z I UDLLC f ROJECT BOUNDARY i I W W - - -- VAST OAK WEST UDLLC PROPERTY 30 60 SCALE: 1 " =60' W H a 0 z 0 w a' O z v 0 N C.7 Q w U 72, m Lu M m M C p w z z � w Q U p V7 p p U � rn E N� Jw N O�Q) o� 10 � U w ZZ O� �Z Q a 0 0� =o COD z -_- Y a x Q O 4 N � O zm Y Z� <o SHT 17 OF 26 0 Z z O o U M � H � J W a� (L �3 Q a� co air Oa o W yW II w w Z r ' Z z O >< W a IX W a Z W �O� �a y CL a LL: W w a LLO O LLj N Z U a PROJECT NO. i@ 19539 -00 SHT 17 OF 26 Q Z O LL- W_ U H � J W a� (L �3 Q a� co air Oa W yW > CC Q �H a IX W a Z W �O� �a y WWF- H a5 w Z LLO O li O } U 120 PROJECT NO. i@ 19539 -00 SHT 17 OF 26 02 -25 -2014 1:53pm 2 I I / -\ Tyson Teesdale P: \19539 \T — MAP \VAST OAK T— MAP \TM- 18- 19_TURNING TEMPLATE M i4i t51 i6i 6.6 It 21.0 It 18.5 It FIRE TRUCK TURNING LOCATIONS NTS TURNING RADIUS *: INSIDE RADIUS SHALL BE A MINIMUM OF 20 FEET; OUTSIDE RADIUS SHALL BE A MINIMUM OF 40 FEET, AND SHALL MEET APPROVAL OF THE FIRE DEPARTMENT. TURNING RADIUS SHALL BE IDENTIFIED ON SUBMITTED SITE PLANS FOR FIRE DEPARTMENT REVIEW AND APPROVAL (CFC 503.2.4). *THE TEMPLATE BELOW IS BASED ON THE MINIMUM OUTSIDE TURNING RADIUS (40'). WHEN THE OUTSIDE RADIUS IS AT THE 40' MIN THE INSIDE RADIUS MEASURES 23.3', WHICH IS GREATER THAN THE SPECIFIED 20' MIN. THEREFORE THE TEMPLATE ADHERES TO THE STANDARD REQUIREMENTS. Fire Truck �ftiF ht (c) 2012. Tronsoit Solutions OFT IOFT 20FT 6.58 21.00 FIRE TRUCK Width Track Lock to Lock Time Steering Angle feet 8.00 8.20 6.0 40.0 0 W H Q z 0 W a, 0 z v LL- 0 N C.7 Q w U tY � U M LLJ M � M m M o � w W z J W z Y C) U - Q Q Q U C U W W S �o o� �wo 0 U a 0 - U Q W o Z Z z Q CosZ Y Z (n Q lY � W m Z C7 � Z � o� s0 o� O � m a,- = s� =o O � O YO � o a N Z a I Q H Z W F- N W Q z Of 0 L- -j a U LU H LU W CL Oa I� J a� a� O0 Z co Z > > Y Y � V a� a� Y != Ma CO LL D- W Of > w Z Z z 0 w 0 U 'ROJECT NO 19539 —OC SHT 18 OF 26 LL- 0 z 0 0 � U M � ER ov o r � Z 0 z 0 >< LLJ W a N Z a I Q H Z W F- N W Q z Of 0 L- -j a U LU H LU W CL Oa I� J a� a� O0 Z co Z > > Y Y � V a� a� Y != Ma CO LL D- W Of > w Z Z z 0 w 0 U 'ROJECT NO 19539 —OC SHT 18 OF 26 G-3 L------------------------- I I I � I I I I 6 I I Z 0 N I I -------------------- - - - - -J --------------------- I I I L------------------- - - - - -- 4 5 — E-1 i Z TFM l 3 o N FT= 1 - IM LLJ 2 moo w — — no — — Z Z Y w J 0 U F— Q Q Ul w —_ Q U � W S � ■■ o� t- z ■.�.. C E N� Jw N o of Q) GARBAGE TRUCK TURNING Co y 00 -J LOCATIONS w � U NTS z Z Q W � Z o s� =o vz- Y Q O of � O W W n) Z z O] YO 7 O Z � < o O I.L O Z O o M ro, ER� I I o v � C/-) o �w w ' z 0 -- - - - - -- x �o z > w ��cy br w � CL LL: x W W Ln k2 5` a Ln a Q OUTSIDE SWEPT PATH Z Of g g, o J a INSIDE SWEPT PATH U 19539 —OC SHT 19 OF 26 02 -25 -2014 1:54pm Tyson Teesdale P: \19539 \T — MAP \VAST OAK T— MAP \TM- 18 -19— TURNING TEMPLATE.DWG Uj UJ CL CL 0W Q aH _ Y � a 6.5 ft 33.9 ft 0 z 35.30 Z LU STEERING LOCK ANGLE = 32.7 deg. (01 ~ > 18.3 ft ACHIEVED STEERING ANGLE: < 90 deg. SWEEP ANGLE: 30.3 deg. V o Q 10.5 ft CL W z C9 Y LLJy X8.3 f t 1 6.50 18.30 co Ma ----------------------- GARBAGE TRUCK °; C5Of feet > Z Width :8.30 Z z 0 / Track : 8.30 3 6 Lock to Lock Time :6.0 0 Garbage Truck Steering Angle : 32.7 [ft] C) Copyright (c) 2012, Tronsoft Solutions OFT 1OFT 20Fr PROJECT NO 19539 —OC SHT 19 OF 26 02 -25 -2014 1:54pm Tyson Teesdale P: \19539 \T — MAP \VAST OAK T— MAP \TM- 18 -19— TURNING TEMPLATE.DWG I i i i ► ► EXISTING SIGNALIZED INTERSECTI, 10 +00 I - z w A cn I I 232' I 120' Line Table r Bearing Length L 1 S89'23'45 "W 230.50' i N8225'20'E 49.85' L3 N87' 19'08 "W 217.13' L4 EXISTING SIGNALIZED INTERSECTI, 10 +00 I - z w A cn I I 232' I 120' Line Table Line # Bearing Length L 1 S89'23'45 "W 230.50' L2 N8225'20'E 49.85' L3 N87' 19'08 "W 217.13' L4 S82'03'24 "E 3.77' L5 i i i i EXISTING SIGNALIZED INTERSECTI, 10 +00 I - z w A cn I I 232' I 120' Line Table Line # Bearing Length L 1 S89'23'45 "W 230.50' L2 N8225'20'E 49.85' L3 N87' 19'08 "W 217.13' L4 S82'03'24 "E 3.77' L5 S89'23'45 "W 758. 11 ' L 6 N83'04'34'E 62.14' Curve Table Curve # di Raus D lt ea Length Len g Chord Bearing g Chord Length C i 260.00 730'18 " 34.06' N86' 51' 06"W 34.03' C2 260.00 5'5456" 26.84' S86' 03' 25"E 26.83' C3 301700 1'41 '46" 89.31 ' N88' 10' 00V 89.30' C4 2972.00 2'38105 " 136.67' S88' 38' 10 1E 136.66' C5 60.00 12'32' 14 " 13.13' N83' 46' 401E 13.10' C6 60.00 11'53'13" 12.45' S83' 27' 09"W 12.43' C7 60.00 11'53'18" 12.45' N84' 39' 36"W 12.43' C8 60.00 1153'18" 12.45' S84' 39' 36 1E 12.43' Curve Table Curve i Radius Delta Length 9 Chord Bearing 9 Chord Length C9 9.26 171727109" 27.70' S3' 40' 10"W 18.46' C 10 260.00 6'5825 " 31.65' N85' 54' 32 "E 31.63' C11 260.00 836'03" 39.03' S86' 43' 21 V 38.99' C12 3000.00 1 *39'29" 86.82' N88' 08' 52"W 86.82' C 13 3000.00 X1 7'07" 172.02' S88' 57' 41 'E 172.00' C14 750.00 8'3251 " 111.89' S86' 19' 50 "E 111.78' C15 260.00 6' 19'11 " 28.68' N86' 14' 09"E 28.66' C16 260.00 6-19'11 " 28.68' S86' 14' 09 "W 28.66' CONNECT TO BUS STOP LOCATION TO BE CONFIRMED EX. R.O.W. - - - BY SCTA AS PART OF THE IMPROVEMENT EX. SIDEWALK PLAN PROCESSING 60' 50' L'T] 0 20 40 80 SCALE: 1"=40' ,-INSTALL CONCRETE - - - - _, 60' CONNECT -I I -- - - - - - - - - - - - - - - - - - _`- °`------------------ - - - - -- - - - - -- _ _' Uj TO EX. FC I - ------------ - - - - - - - - - - - - - - - - - - - - - - - _ - -- - -- LL �I-------------- - - - - -- - - - - - - - - - - - L2 C11 C12 - -- ---- - - - - -- ------- - - - - -- -- -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L1 C10 L3 ------- - - - - - - 00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 18 +00 C13 _ 19 +00 20 +00 21 +00 -�- I -�- -�- - -�- -�- - -�- -�- - -�- -�- - -�- -�- - -�- - - - -�- - - - - - - - - - - - - - - - - - J I I L4 L6 - - - - - - - - - - - - - - - - - - - - C16 - . m LU I C14 - - - -- -- - - - - - - - - - - - - - - - - -= - - - - - - - - - - - - - - - -- PROPOSED MEDIAN CURB L5 C15 LL1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O - - - - - - - - - - - - - 0W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N _ I----------------------------------------1------------------------------- ------------------------------- ----------------------------------------------------------------------------- -------- ----------------------- -------------- _ - -- -- - - - - -' - - -- --- - - - - -- NOTE: RECONFIGURATION OF RAMPS AND HOLD EX. SIDEWALKS WILL BE REQUIRED. CURB LINE (TYP) - i - , - - EX. R.O.W. 1 � � ROHNERT PARK EXPRESSWAY STA 10 +00 TO 21 +00 A I I I I I � I I I I O /Ny I I 1 W N W I I EX. R.O.W. CONNECT TO EX. SIDEWALK U in W-- - - - - -� -- - - - - -- 21 +00 22 +00 > -- - - - - ,,�- O 0 U m L12 Q- - - - - - --- - - - - -- W- - - - -= --- - - - - -- W - -- - - - -- - -- - -- -- - i i I I i i ► ► r ► NOTE: SHADING SHOWS LIMITS OF EXISTING PAVEMENT - - - - - -- - - - - - - - - - - - - - - �1y C20 ________ - -------- - - - - - - - - - - - - - - - C°- --------`°-------------------------------------------------------------------- -- - - - - - -� -------------------- - - - - -- C26 L10 T _° RIGHT IN /OUT ONLY ®701 Q0 0 20 40 80 SCALE: 1 " =40' 24 +00 25 +00 26 +00 29=pbb 30 +00 - - - - 3t +t0- - - - - �2=r0 �- - - -_ _ _ - -_ -�- -�- - -�- -- F -t9-- i - - i - r- -i- - i - - - i 23 +00 o L8 C25 co U C30 o L15 � cm cm L13 C29--- --L -J4 -------------------- PROPOSED MEDIAN CURB - ------------------ -- --------------------------------------------------------------------------------------------------------------------------------------- - - - - -- -------------------------------------------------------- - - - - -- - - ---------------------- i HOLD EX. f CURB LINE U. D. LLC. BOUNDARY 02 -25 -2014 1:55pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -20 -22 PRECISE PLAN - RPX.DWG NOTE Line # EXISTING Length SIDEWALK S89'23'45 "W I TO REMAIN L8 I 152.66' I I N85 *06'24 "E (EX. R.O.W.) Line Table Line # Bearing Length L7 S89'23'45 "W 277.32' L8 N89'23'45 "E 152.66' L9 N85 *06'24 "E 165.78' L10 N89'2345'E 221.98' L11 S89'2345 "W 127.43' Line Table Line # Bearing Length L 12 S8923'45'W 112.33' L 13 N89'23'45 "E 461.35' L 14 N83'04'34 "E 62.14' L 15 S8923'45'W 109.19' ROHNERT PARK EXPRESSWAY STA 21100 TO 32+00 Curve Table Curve # Radius Delta Length g Chord Bearing g Chord Length C17 20.00 89'3944 " 31.30' N44' 33' 53 "E 28.20' C18 20.00 89'57'08" 31.40' S45' 37' 41T 28.27' C19 1000.00 1'37'08" 28.26' N89' 47' 41'�V 28.26' C20 1000.00 1737108" 28.26' S89' 47' 411F 28.26' C21 35.00 89'2345 " 54.61 ' N44' 41 ' 531E 49.24' C22 35.00 90'36'15" 55.35' S45° 18' 07'E 49.76' C23 3.00 180-00'00- 9.42' NO' 36' 15W 6.00' r N W rr= VJ W U) o=Q< �� w w �r Curve Table Curve # di Raus D lt ea Length Len g Chord Bearing g Chord Length C24 3.00 180'00'00" 9.42' SO' 36' 15"E 6.00' C25 1000.00 4'17'21 " 74.86' N87 15' 05"E 74.84' C26 1000.00 4'172 1 " 74.86' S87' 15' 05"W 74.84' C27 700 180'00'00" 21.99' N0' 36' 15'W 14.00' C28 700 180'00'00" 21.99' SO' 36' 15"E 14.00' C29 260.00 6'19'11" 28.68' N86' 14' 09"E 28.66' C30 260.00 6-19'11 " 28.68' S86' 14' 09 "W 28.66' W H Q z 0 W m 0 z v g z Of O 0 N a }3 H� oc � W W acr a C) aW � Y. Y CL M �= �~ jr m m >Z ' O Q m o 0 W W J Z � C) U U Q Q U Q � Ul W w S � Ul � � U �o E N� Jw N o K m U � O ° 2 Upr m � U W � O ~ m d Z N Q i CEOW � z d CC � Q p � z Q Z - - Y a x � � O z m Y O O z O o � M U � ER ,1, z 0 z o O z x w br w EL ,i w aLLJ N Z a 'ROJECT NO 19539 -OC SHT 20 OF 26 g z Of O J U a }3 H� oc � W W acr a Oa Ix x aW � Y. Y CL W �~ jr >Z ' O Q Ycr c < Z Z <y W HaQ co a LU W V)F- Vz W CL w O U 'ROJECT NO 19539 -OC SHT 20 OF 26 0 20 40 80 SCALE: 1"=40' Curve Table Curve # di Raus D lt ea ------- -------- I I I I Chord Length C31 260.00 7'2648" 33.79 - - - - - - - - - - - - - - - - - - - - - - - I C32 260.00 7'2648" 33.79' S86' 52' 51 "E 33.77' C33 35.00 89'2345 " 54.61' N44' 41 ' 53 "E 49.24' IL 35.00 90'36'15" 55.35' S45' 18' 07 "E [�] C35 T 72648" 33.79' N86' 52' 51 "W 33.77' C36 260.00 72648" 33.79' S86' 52' 51 1E 33.77' C37 260.00 C) a I 32.55' I I I I LLl 04 38.68' I I I ---------- �------------------------------------------------------ -� - - -- - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - =`` '�,,, - - - - -- I I I I I I PROPOSED 110' VAST OAK BOUNDARY SIGNALIZED 150 KORMORANT PLACE VAST OAK BOUNDARY - -- -- -- -- -- INTERSECTION (EX. R.O. .) -- - -- -- -- -- - -- -- -- - -- -- -- -- -- 110' -- - -- -- - -- -- - (EX. R.O.W.) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 36------ - - - - -- --V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LL W -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J W C38 C42 W - -321 06 LiL_ 37 +00 -38+0(x--- --- ----39+06 - - -- L19 --�63 co N U C44 L22 _c) L18 "' w WL21 L20 ------------------ - - - - -- - - - - - - C43 m w PROPOSED MEDIAN CURB ------------ - - - - -- -- N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - ------------ - - - - - - - - - - - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'W - - - - - - - - - - - - - - - ------ ------ -------------------- ----- -------- to ------------------------------------------ --------------- ---------------- -------------- ------------------------------- Cfl -------------------------------- ------------------------------- - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - -- --------- TF_ I I I I Curve Table Curve # di Raus D lt ea Length Len g Chord Bearin g Chord Length C31 260.00 7'2648" 33.79 N86' 52' 51 "W 33.77' C32 260.00 7'2648" 33.79' S86' 52' 51 "E 33.77' C33 35.00 89'2345 " 54.61' N44' 41 ' 53 "E 49.24' C34 35.00 90'36'15" 55.35' S45' 18' 07 "E 49.76' C35 260.00 72648" 33.79' N86' 52' 51 "W 33.77' C36 260.00 72648" 33.79' S86' 52' 51 1E 33.77' C37 260.00 1 710'38" I 32.57' I N85' 48' 261E 32.55' Curve Table Curve # Radius aus Dlt ea Len g Length Chord Beorin g Chord Length C39 700 180'00'00" 21.99' N0' 36' 15"W 14.00' C40 7.00 180'00'00" 21.99' SO' 36' 151E 14.00' C41 260.00 710'38" 32.57' N85' 48' 26"E 32.55' C42 260.00 7' 10'38" 32.57' S85' 48' 26V 32.55' C43 260.00 710'22" 32.55' N85' 48' 34 "E 32.53' C44 260.00 710'22" 32.55' S85' 48' 34 "W 32.53' U.D. LLC. BOUNDARY (EX. R.O.W.) ROHNERT PARK EXPRESSWAY STA 32 +00 TO 44 +00 NOTE: CONSTRUCTION OF EX. R.O.W. SIDEWALK ALONG THE SOUTHWEST SIDE OF RPX TO BE DONE WITH THE DEVELOPMENT OF THE UDLLC PROPERTY. SIDEWALK TO TERMINATE AT THE KELLS ROAD INTERSECTION I I I I I I I I I I I I I I I I I Line Table I Line Bearing Length L 16 N82'13107'E 47.43' L17 S89'23'45W 369.04' L18 S8972345 V 127.43' L19 N82'13107 "E 47143' L20 S89'23'45 V 278.48' L21 S82' 1323W 47.50' L22 S892345'W 217.95' 0 0 20 40 80 SCALE: 1"=40' Curve Table Curve / # � ' o C4 ea Dlt = Chord Bearin g C46 7 C45 60.00 V'-------------------- °------------- - - - - -- - - - - - - - - - - C°- - - - - - - - - - - - - - - - - - - - - - - - - - -------------- - - - - -- ------ t° - - -- - -C° -- ------- - - - - -- - -N Fy - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�+ ------------------------------ - - - - -- - -- - ---------------------- W L23--------------------------------- 53 +0fr- -- _---- - - - - -W ----- 5 * +60---------- -55+-M 56 +00 Ljj 12.43' C47 - + -- - -I - - -�- - -F- - -� -- - -F- o -�- -�- - -� -- - -F- - -�- - -F- - -�- - -F- - -� -- -�- - - -�- - -�- - - - -�- -- F-- L24- -� -- -- F - -055 - O- C48 60.00 3: N S84' 39' 381E 12.43' C49 35.00 N N N45' 12' 48"E 00 C50 C56 L26 C57 L27 0 L25 - - -- - - - - - - - - -- - - - 90'5729 " Q LLJ 49.9 1 ' PROPOSED MEDIAN CURB W W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - T - - - - - - - - - - - - - - - 32.53' � 60 50 60' U) LLl 04 38.68' -------------------------------- - - - - - - _ -- -- - - - -- -- -- -- -EX -R R.O.W. - ---------- �------------------------------------------------------ -� - - -- - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - =`` '�,,, - - - - -- C5g ------ - - -059 - -- - -- - -- -- - -- - -- C60 --- - - - - -- C61 ------------------ Curve Table Curve / # Radius ea Dlt Len g Length Chord Bearin g Chord Length C45 60.00 1175J'1 7" 12.45' N83' 27' 071E 12.43' C46 60.00 1153'17" 12.45' 583' 27' 071W 12.43' C47 60.00 1175J'14 " 12.45' N84' 39' 38 "W 12.43' C48 60.00 1175J'1 4 " 12.45' S84' 39' 381E 12.43' C49 35.00 88'21 '54 " 53.98' N45' 12' 48"E 48.79' C50 35.00 90'5729 " 55.56' S45' 07' 31'E 49.9 1 ' C51 260.00 710'22 " J2.55' N87' 01' 04 "W 32.53' C52 260.00 8'31'29 - 38.68' S87 41' 37 "E 38.65' 02 -25 -2014 1:56pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -20 -22 PRECISE PLAN - RPX.DWG (, -urve able Curve # di Raus D lt ea Length Len g Chord Bearing g Chord Length C53 7.00 180'00'00" 21.99' N0' 36' 15"W 14.00' C54 700 180'00'00" 21.99' SO' 36' 151E 14.00' C55 260.00 710'22" 32.55' N85' 48' 34"E 32.53' C56 260.00 710'22" 32.55' N85' 48' 34 "E 32.53' C57 260.00 710'22" 32.55 585' 48' 34 "W 32.53' C58 60.00 11'53'17" 12.45' N84' 39' 37"W 12.43' C59 60.00 11'53'18" 12.45' S84' 39' 371E 12.43' C60 60.00 11-5J-1.3" 12.45- N83' 27' 07 "E 12.43' L -urve abbe Curve # di Raus lt D ea Length Len g Chord Bearin g Chord Length C61 60.00 11'53'51 " 12.46' S83' 27' 26"W 12.44' C62 3028.00 1'21'07" 71.45' 588' 43' 12"W 71.44' CO 40.00 89'20'29" 62.37' N44' 43' 30 "E 56.24' C64 260.00 549'15 " 26.4 1 ' S85' 08' O 1 "W 26.40' C65 3000.00 1 '21 '07" 70.79' S88' 43' 12"W 70.78' C66 12.50 173 °43'29" 3790' S2' 32' 00"W 24.96' Llne laole Line / Bearing Length L23 S89'2345 "W 1170.68' L24 S89'2345 "W 239.94' L25 589'2345 "W 1185.88' L26 S82'1323"W 47.50' L27 I S89'2345 "W 112.19' ROHNERT PARK EXPRESSWAY STA 49100 TO 56+00 : uWv v i vi "mm -wim 1w u" vvimi i 11vi BY SCTA AS PART OF THE IMPROVEMENT i PLAN PROCESSING 1 , It It I - EX. R.O.W. NOTE: REFER TO PHASING TABLE ON SHEET 6 W H Q z 0 w 0 z �o �" ww � N E N� Jw N o K Q) O O � Up ,mm ns � U w zZ ~ ma�Z 0 0� =o vz- Y Q O t o zm Y� 0 z 0 o Of 0 �i__ 0 N M � a }3 ER H� W W CL IL a C) aW o v � o 1-1w M LWi = r m m >_ ' a m o 0 w w w z z Y U Q Q U Q C U w w S Ul CD CD U �o �" ww � N E N� Jw N o K Q) O O � Up ,mm ns � U w zZ ~ ma�Z 0 0� =o vz- Y Q O t o zm Y� 'ROJECT NO 19539 -OC SHT 21 OF 26 0 z 0 o Of 0 �i__ � U M � a }3 ER H� W W CL IL a Oa Ix x aW o v � o 1-1w W �~ jr r o o z z O >_ ' a w c < Z CL Z Q Y W Has Fm a �x > Vz W w w a w 0 N Z r U a 'ROJECT NO 19539 -OC SHT 21 OF 26 Q z Of 0 �i__ J U a }3 H� W W CL IL a Oa Ix x aW � Y Y. CL W �~ jr >_ ' Q O Ycr c < Z CL Z Q Y W Has Fm a5 a W 0� > Vz W CL w cr 0 r U 'ROJECT NO 19539 -OC SHT 21 OF 26 Of O 9 ry ry O U J PARCEL F NOTE: S/W TO BE EXTENDED TO PETALUMA HILL ROAD WITH DEVELOPMENT OF PARCEL F. TRAIL TO BE EXTENDED TO CONNECT WITH S /W. PARCEL H VAST OAK BOUNDARY END OF- CURB LINE (EX. R.O.W.) `—° ------------- — — — — — — — — — — — — — — — — — — — — — — — — — — 00 C65- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L29 - - - - - - - E -- L29 w C64 W 56 +00 X28 58 +00 59 +00 60 +00 61 +00 62 +00 ----------- - - - - -- ------------------- — — — — — — — — — PROPOSED MEDIAN CURB -- — — — — — — — - — N to EXISTING SIGNALIZED — � INTERSECTION EX. R.O.W. I I I I I� G� I a 63 +00 I L� I ^ .a ROHNERT PARK EXPRESSWAY STA SB +pO TO 63 +00 02 -25 -2014 1:56pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -20 -22 PRECISE PLAN - RPX.DWG ► ► ► ► ► ► ► ► ► ► ► ► ► ► ► ► i i i i i i i i i i i i i i i i i i 0 20 40 80 SCALE: 1"=40' Curve Table Curve # di Rous D /t e o Length Len g Chord Beorin g Chord Length C54 3000.00 4° 18' 15 " 225.36' N87* 14' 381E 225.31 ' C55 3028.00 4° 18' 15 " 227.46' S87 14' 38 "W 227.41 ' C56 40.00 89'20'29" 62.37' N44' 43' 301E 56.24' C57 260.00 6'2251 " 28.96' S85' 24' 49 1W 28.94' C58 3028.00 3'30'44 " 185.61' N86' 50' 521E 185.59' C59 3000.00 4'18'15" 225.36' S87' 14' 38 1W 225.31 ' C60 12.50 173'4329 " 37.90' S2' 32' 00 "W 24.96' Line Table Line # Beoring Length L28 S82' 13'23 "W 48.37' L29 S88'02'38 "W 344.54' L30 S89'2345 "W 949.12' NOTE: REFER TO PHASING TABLE ON SHEET 6 W H Q z 0 W 0 z �o jam ^ � �� ww � N E N� Jw N o m U � O O � up CEO� U W � O d Z N Q i W � z d CC � Q p � z Q Z _ Y _ � � O z m Y O LL- O z O o Of O 0 N M � a }3 ER H� OC � W W w c� U aW 1w � �w M Lwi = r �z m m a m o 0 w W z z Y U Q U CL w w w w a �o jam ^ � �� ww � N E N� Jw N o m U � O O � up CEO� U W � O d Z N Q i W � z d CC � Q p � z Q Z _ Y _ � � O z m Y O 'ROJECT NO 19539 —OC SHT 22 OF 26 LL- O z O o Of O � U M � a }3 ER H� OC � W W a Oa OC x aW o v � �w w ' z r �z o z O a w aZ Z Q Y W H aQ CL �x > Vz W w w a w O N Z U a 'ROJECT NO 19539 —OC SHT 22 OF 26 Q z Of O J U a }3 H� OC � W W a Oa OC x aW � Y oa CL W ;� oc >z Q Y� aZ Z Q Y W H aQ a CO LU W S2F- > Vz W CL w O U 'ROJECT NO 19539 —OC SHT 22 OF 26 Curve Table Curve # di Rous D /t e o Length Len g Chord Bearin g Chord Length C1 35.00' 90'4443" 55.43' S45' 13' 021E 49.82' C2 36.00' 1 89'15'17" 1 56.08' 1 S44' 46' 58 "W 1 50.58' cr _ ---------------------- 0 +00 1 +00 Ln GZ; W z a w A cn INTERSECTION TO BE SIGNALIZED 0 0 20 40 80 SCALE: 1 " =40' I EX. R.O.W� LL W J - -O 6 +00 7 +00 8 +00 _ 9 +00 10 +00 J 2 +00 3 +00 4 +00 5 +00 EX. R.O.W. W I W FUTURE SIDEWALK TO BE INSTALLED WITH ADJOINING DEVELOPMENT KEISER AVENUE STA 0 +00 TO 10 +50 PROPOSED---' U) R.O.W. 0 0 20 40 SCALE: 1 " =40' I I I I I I I I I I l I I I = EX.IR.O.W. I I EX. R.O.W. W W > - ------ ------ ------ ------ ------ ----- - - - - - - - - W O 11 +00 12 +00 _ 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 _ 21 +00 22 +01 __/—EX. R.O.W. _/ R.O.W. W W 10 10 W W (f� PROPOSED FUTURE SIDEWALK TO BE R.O.W. INSTALLED WITH ADJOINING DEVELOPMENT KEISER AVENUE STA 10 +50 TO 21+50 I 02 -25 -2014 1:57pm Tyson Teesdale P: \19539 \T — MAP \VAST OAK T— MAP \TM -23 -25 PRECISE PLAN — KEISER.DWG NOTE: REFER TO PHASING TABLE ON SHEET 6 W H Q 0 z 0 w G' 01 z H W W � CL z a OW lix Q aQ �W CO W yY > a � Q Q lixa Z a� LLJ H W F- CO Ca IX F- � w z z z 0 w 0 r U 'ROJECT NO. 19539 -00 SHT 23 OF 26 v 0 N C.7 M LLj= m m m o 0 W W z z Y J C, U W Q U � W S �o Iwo N� �� ww N � N o E N� Jw Q) O O � o U � W Z Z O .< O d Z ~ m N Q i W � Z d CC � Q p � � O Z -- Y Q O O Of � W W 48 Z z m Y O z� �o 0 z 0 0 � U M � 80 r °z O z ° w W � �� br CL LL: x W a W LLj N Z a g z Of 0 J a U H W W � CL z a OW lix Q aQ �W CO W yY > a � Q Q lixa Z a� LLJ H W F- CO Ca IX F- � w z z z 0 w 0 r U 'ROJECT NO. 19539 -00 SHT 23 OF 26 02 -25 -2014 1:58pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -23 -25 PRECISE PLAN - KEISER.DWG W Q ° Curve Table Curve Radi # Radius Delta Length g Chord Bearing g Chord Length 0 20 40 80 C3 25.00 57'47'37" 25.22' N61' 41' 35V 24.16' SCALE: 1 " =40' C4 25.00 32'51 '36" 14.34' N16' 21' 59V 14.14' C5 25.00 89'20'47" 38.98' S44' 44' 1J "W 35.15' Z 0 w G' co X. R.O.W. X. R.O.W. VAST OAK BOUNDARY/ EX. KEISER AVE LL. N CENTERLINE J W> o W > 22 +00 23 +00 24 +00 25 +00 26 +00 � 27 +00 _ 28 +00 29 +0 _ __ __ __ _ _ 30 +0 31 +00 __ 32 +00 __ _ __ _ __ _ __ _ 33+00 O U) EX. R.O.W. 1 �' EX. R.O.W. W W - W � C� h r C G � W FUTURE SIDEWALK TO BE PROPOSED , �, FUTURE SIDEWALK TO BE (f� W U � INSTALLED WITH R.O.W. INSTALLED WITH PROPOSED °_° w r ADJOINING DEVELOPMENT ADJOINING DEVELOPMENT R.O.W. @ �= m m m A BACK OF CURB o w w Z Z Y 1 w 0 U < < W I O Q U C' W S 1 1 VAST OAK x y> I o 0 BOUNDARY W FUTURE APARTMENTS � �� w E �� ww � o� 0 IL) NOTE: TEMPORARY 1 PROJECT APPLICANT RESERVES THE RIGHT TO ACCESS KEISER AVE. Up Qo EDGE OF Z FROM THIS PARCEL. LOCATION(S) TO BE DETERMINED WITH FUTURE ENTITLEMENT OF PARCEL L. Q z Z PAVEMENT � z o o J¢ Q m 1 s� I o =o Z Y a x 1 Of o � z m Y O KEISER AVENUE w� �o STA 21+50 TO 33 +50 0 z 0 � U ER 0 M � Q 0 20 40 80 0 „ o SCALE: 1 " =40' w w o -,-m z o z z w O w CL �x W W a N N Z m a Q z Of 0 J a U _ Ur VAST OAK BOUNDARY/ EX. R.O.W. EX. KEISER AVE VAST OAK BOUNDARY/ EX. R.O.W. EX. KEISER AVE In W W CENTERLINE CENTERLINE N :) 17 a —r a OW 1x> W Q aQ OW___ __ __ 33 +00 __ _ __ _ 34 +00 _ __ _ __ __ __ _ _ __ __ _ __ __ __ 35 +00 36 +00 37 +00 _ __ __ 38 +00 __ _ 39 +00 _ 40 +00 41 +00 42 +00 _ 43 +00 44 +00 = Q Ir m K' �EX. R.O.W. `~' �EX. R.O.W. "' U) 0 CO Q W LU ;Y W W U) � � W I PROPOSED I � w I ROW SEE CONCEPT PLANS I Z FOR CONTINUATION PROPOSED—/ Q OF SIDEWALK WITHIN I I R.O.W. Q a PARK AREA I a LU I I Y LU H ula I ~ CL I I W � PARK SITE I z D 0 I I � 0 I I U O'HAMPTON PROJECT NO. I PLACE - 19539-00 SHT KEISER A NOTE: REFER TO PHASING TABLE ON SHEET 6 24 STA 33 +50 TO 44 +50 OF 26 02 -25 -2014 1:58pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -23 -25 PRECISE PLAN - KEISER.DWG W Q 0 20 40 80 SCALE: 1"=40' z 0 cn w INTERSECTION VAST OAK BOUNDARY/ EX. R.O.W. TO BE SIGNALIZED NEX. KEISER AVE CENTERLINE W V� z z W _ _ _ __ _ 45 +0 _ 46 +0 47 +00 48 +00 49 +0 50 +00 51 +00 52 +00 � - 16' D/W CUT (TYP) 53 +00 W K' I' �EX. R.O.W. r— 40 N c6, VA �9 I a o L 3 � � w U � x cr x x I O � II m x x x x x x x 78' x x 1 LWi = m m PROPOSED o m o 0 R.O.W. GRAVEL TURN -OUT+ P4 w w AT GRADE 1 w w � CD U ACCESS GATES 1 ,''"' Q U � w = I � U � � U END OF CURB LINE/ 1 o SIDEWALK 1 40 ° ° x I � �2 "o x OPEN SPACE a ww EN� Q) X I Cr_, � Q o X W o0 a -o 1 z Z o X z o w �z X N m a i w � � x Y W O KEISER "ENUE lax Ezm �o STA 44 +50 TO 53 +50 0 z 0 0 � M U � ER o v � o O Z z w w CL �x W W N a � N Z a Q z Of 0 J a U H � W W CL Z a OW lix Q aQ �W CO W yY � a 1 1 Q Q �a Z a �' W HW� CO Ca W Of > w Z z o w Ii 0 r U PROJECT NO. 19539 -00 SHT NOTE: REFER TO PHASING TABLE ON SHEET 6 2 5 OF 26 Curve Table Curve Rodius De /to Length 02 -25 -2014 1:58pm Tyson Teesdale P: \19539 \T — MAP \VAST OAK T— MAP \TM -23 -25 PRECISE PLAN — KEISER.DWG # Chord Beorin g Chord Length C6 25. DO 90 °36' 16 " 39.53' N45' 17' 16 "W 35.54 ' C7 25. DO 89'2344 " 39.01 ' S44' 42' 44 '�V 35.17' C8 35.00 89' i l 'S4 " 54.49' N44' 48' 39'E 49.15' C9 35.00 89'4554" 54.83' N45' 42' 27 "W 49.40' PROPOSED LAND USE SUMMARY PARCEL LANDUSE OWNERSHIP AREA (NET) A LANDSCAPE CITY OF R.P. 0.29± AC B WATER QUALITY BASIN HOA 5.80± AC 0 100 200 C PARK CITY OF R.P. 0.51± AC D OPEN SPACE HOA 1.76± AC SCALE: 1 " =200' E PARK CITY OF R.P. 6.83± AC F COMMERCIAL PRIVATE 6.80± AC G PARK CITY OF R.P. 0.57± AC H OPEN SPACE PRIVATE 13.34± AC I PARK CITY OF R.P. 1.31± AC J OPEN SPACE PRIVATE 11.57± AC K PARK CITY OF R.P. 0.90 AC L HIGH DENSITY RES. PRIVATE 8.15± AC M PARK CITY OF R.P. 6.74± AC N OPEN SPACE PRIVATE 11.07± AC LOTS ¢ 101.06± AC ROADWAYS J I m W II r m 49.88± AC TOTAL 226.58± AC MAINTENANCE RESPONSIBILITIES RESIDENTIAL LOTS NTS PRIVATELY OWNED - HOA MAINTAINED CITY OWNED - HOA MAINTAINED 02 -25 -2014 2.00pm Tyson Teesdale P: \19539 \T - MAP \VAST OAK T- MAP \TM -26 MAINTENANCE RESPONSIBILITIES DWG CONNECT TO EXIST TRAIL SYSTEM 1W - OWNED & AINTAINED BY CITY PARCEL A ice OWNERSHIP MAINTENANCE 203 204 HOA HOA CITY CITY HOA HOA CITY HOA PRIVATE HOA NOTES: 1. ALL PARKWAYS INTERNAL TO THE PROJECT WILL BE MAINTAINED BY THE PROJECT'S HOA 2. ALL FRONTYARD AND SIDEYARD (OUTSIDE OF FENCE) LANDSCAPING WILL BE OWNED BY THE INDIVIDUAL LOT OWNER BUT MAINTAINED BY THE HOA. ACTUAL LIMITS TO BE DETERMINED WITH DAP. 3. THE HOA WILL ALSO MAINTAIN THE FOLLOWING INFRASTRUCTURE: o. GANG MAILBOXES b. PEDESTRIAN BRIDGE OVER HINEBAUGH CREEK c. LIGHTING WITHIN MOTORCOURTS ooeaoomiu 201 202 203 204 205 206 207 200 213 212 211 210 209 208 199 229 240 239 F237 230 65 231 2331234 236 232 : j KEISER AVENUE DEDICATION KEISER AVENUE 1 1 838 8 v v 835 8 834 8 -o 11831 8 60 61 62 63 64 65 66 67 68 69 70 71 72 73 87 86 85 84 83 82 81 80 79 78 77 76 75 74 88 89 90 91 92 93 94 95 96 97 98 99 100 101 115 114 113 112 111 110 109 108 107 106 105 104 103 102 116 117 118 119 120 121 122 123 124 125 126 127 128 129 143 142 141 140 139 138 137 136 135 134 133 132 131 130 29 314 315 330 L300 822 821 820 313 316 329 301 312 37 328 488 491 496 499 302 311 #1'8 327 303 P 310 319 O 326 vVT/ oy-2 v 462 b � 2 304 309 320 325 305 P 308 321 fO 324 vVT/ oy� v 2 2 306 307 322 323 RinIR KEISER AVENUE 827 826 825 824 823 822 821 820 812 813 814 815 816 817 818 819 465 a 466 473 a 474 481 a 482 489 a 490 497 a 498 464 467 472 U 475 480 L 483 488 491 496 499 463 a 468 471 P a 476 4791- a � 484 487 4T 492 495 F 1 500 462 b 469 470 b 477 478 b 485 486 b 493 494 b r 501 PARKWAY LANDSCAPING ALONG ROHNERT PARK EXPRESSWAY ONLY. MEDIAN TO BE CITY MAINTAINED NOTE: REFER TO DA FOR FUNDING OF LONG TERM MAINTENANCE 10071100611005110041 1003 ROHNERT PARK EXPRESSWAY 1033 1032 1031 1030 1029 1028 1027 1026 1025 7223 7225 7226 1021 1022 W H Q a g z Of O J U 0. 0 aJ Q m m aZ 00 W yW > 0 Q YZ �a aZ Z aW z Y W y 11�-aQ a5 20- IX F- W Of > w Z z O w Ii O r U ' ROJECT NO 19539 -OC SHT 26 OF 26 iL- O Z O O U � > W I I o v � I I o O �z z � W I CL LL:x z W a w I N a w U M N ¢ J I m W II r m m 2 Z m C i Q O LLj Lj � w U Q u S Q I CD Ul CD CD U w° i CL No two �o N I Z EN� w w N o Q) <o A C � U I W- Z Z O a Jo W �z Z Qa o= w �� d w_ m o �Q .=a d C Z - � Y a x O� � � O z m Y O 0 g z Of O J U 0. 0 aJ Q m m aZ 00 W yW > 0 Q YZ �a aZ Z aW z Y W y 11�-aQ a5 20- IX F- W Of > w Z z O w Ii O r U ' ROJECT NO 19539 -OC SHT 26 OF 26 iL- O Z O O U � o v � o O �z z � W CL LL:x W W a w N Z a g z Of O J U 0. 0 aJ Q m m aZ 00 W yW > 0 Q YZ �a aZ Z aW z Y W y 11�-aQ a5 20- IX F- W Of > w Z z O w Ii O r U ' ROJECT NO 19539 -OC SHT 26 OF 26 EXHIBIT B RECOMMENDED CONDITIONS OF APPROVAL VAST OAK TENTATIVE MAP ON -GOING CONDITIONS The conditions below shall apply to the Tentative Map (TM) for the Vast Oak project within the University District Specific plan. The Vast Oak project shall be developed in accordance with the General Plan (GP), University District Specific Plan (UDSP), Final Development Plan, Mitigation Measures identified in the University District Specific Plan Environmental Impact Repot (FEIR), Development Agreement (DA) between the City and University District LTC and Vast Oak Properties L.P., the Rohnert Park Municipal Code (RPMC) and the Design and Construction Standards. The Conditions of Approval as stated herein are the obligation of the applicant /developer and place no obligation either express or implied on the City. These Conditions of Approval run with this TM as approved regardless of ownership at time of recording. General Requirements 1) The applicant shall comply with all documents approved by the City Council and adhere to all exhibits presented by the applicant at the Planning Commission and \or City Council meeting for approval of the University District Specific Plan project unless subsequently revised by the City. 2) In case of conflict between the various documents, the following order shall prevail: General Plan as amended 2000, Mitigation Measures for the Final Environmental Impact Report (FEIR), University District Specific Plan (UDSP), Development Agreement (DA), Tentative Map (TM) and its Conditions of Approval, Rohnert Park Municipal Code (RPMC), and Design and Construction Standards. 3) The applicant shall comply with the FEIR and Addendum. In addition the applicant shall pay the cost to monitor the Mitigation Measures identified in the FEIR for the University District Specific Plan project (SCH # 2003122014) kept on file in the Development Services Department. The requirements contained in the Mitigation Monitoring Program (MMP) shall be incorporated into these conditions and constructed in accordance with the MMP. 4) The applicant agrees to indemnify, hold harmless and defend the City, its officers, agents, elected and appointed officials, and employees, from any and all liability or claims that may be brought against the City arising out of its approval of this Tentative Map and associated entitlements pertaining to the University District Specific Plan save and except that caused by the City's active negligence. 5) By accepting the benefits conferred under this TM, the applicant acknowledges all the conditions imposed and accepts this TM subject to conditions, as may be amended from time to time, and the RPMC, as applicable. 2014 -035 6) The use of the property by the applicant /grantee for any activity authorized by this TM shall constitute acceptance of all of the conditions and obligations imposed by the City on this TM. The applicant /grantee by said acceptance waives any challenge as to the validity of these conditions. 7) Development shown on the TM may be phased. Each final map shall stand -alone and be self - sufficient as to access, traffic circulation, utilities, physical infrastructure, and land use pattern subject to approval by the City Engineer. 8) Prior to the approval of any final map the applicant shall provide the Development Services Director with a copy of the recorded covenants, conditions and restrictions (CC &R's) on the deeds for all lots within the proposed final map, which inform subsequent property owners of the nature and extent of existing agricultural activities, operations, and facilities in the vicinity of the project site. The disclosure shall also provide notice of the potential conflicts or effects of typical agricultural activities outside of project including but not limited to noise, odors, dust, agricultural spraying, livestock and burning etc. a. Any covenants, conditions, and restrictions (CC &R's) applicable to the project property shall be consistent with the terms of these conditions and the City Code. If there is conflict between the CC &R's and the City Code or these conditions, the City Code or these conditions shall prevail. 9) If the City is required to enforce any of the conditions of approval, the applicant shall pay all costs. At the City's sole discretion, the City may require a cash deposit to cover enforcement costs as a condition of the approval of any final map. 10) Prior to the issuance of Certificate of Occupancy, the applicant shall provide suitable escrow documentation reflecting City's demand for payment of Regional Transportation Fee for each lot affected by this fee per the Development Agreement by and between University District LLC, Vast Oak Properties L.P., and City of Rohnert Park. Building Services 11) Building code provisions shall apply to the construction, alteration, moving, demolition, repair, maintenance and use of any building or structure within the jurisdiction of the City, except work located primarily in a public way, public utility towers and poles, mechanical equipment not specifically regulated by building code provisions, and hydraulic flood control structures. All projects shall comply with the most current code recognized by the City at the time of their building permit application. All State and local ordinances shall be applicable to current projects. 12) Geotechnical investigation reports shall be submitted for all building permit projects unless waived by the Building Official. When required by the Building Official, the potential for soil liquefaction and soil strength loss during earthquakes shall be evaluated during geo- technical investigations. Compaction reports and pad certifications are required for each building pad site and all compaction reports shall be submitted prior to a foundation inspection and in compliance with the soils and geo - technical recommendations. 2014 -035 13) A completed and approved wet fire hydrants system, or other system approved by the Building Official and Department of public Safety (DPS), and all weather roads shall be in place prior to any flammable or combustible material (such as wood) being brought onto the site. Prior to meter installation, the applicant may tie to the water system for fire flow only. Fire access road shall meet the DPS Fire Access Road Standard. These fire access roads shall continue to be accessible until acceptance of the public streets by the City. 14) The applicant shall submit a mailbox plan (locations and sizes) for all lots prior to approval of any final map. The plan shall be approved by the Rohnei-t Park Post Office and included with the first submittal of the improvement plans. The applicant shall submit to the City a written confirmation from the Rohnert Park Post Office that the mailbox locations are approved. The City will review and approve the location plan to ensure adequate site distance and traffic safety measures are incorporated. 15) All public utilities easements (PUE) and public access easements shall be open and accessible at all times within phases under construction or occupied. 16) Copies of the soils and geology reports prepared by a licensed soils engineer and geologist shall be reviewed and approved by the developer's soils engineer and geologist prior to issuance of a grading permit. The developer's soils engineer shall sign the plans stating that they conform to the soils report recommendations. 17) The applicant shall submit plans and obtain separate building permits for retaining walls over four (4) feet in height and for all other walls, fences and signs over six (6) feet in height. 18) The applicant shall obtain a demolition permit for any structure to be demolished. All underground structures shall be abated, back - filled, inspected and approved by Sonoma County Environmental Health Services or the Building Official as applicable. 19) For any project requiring an on -site inspector to monitor grading, housing construction and /or development, the applicant shall deposit funds with the City to cover the full cost of an inspector prior to any land disturbance. The City Engineer, as appropriate, shall approve the amount and hire the inspector. 20) The developer shall implement a dust control program as part of the measures required by the FEIR for air quality control and the requirements of PM 10 and the Best Available Control Measures (BACM). The program shall ensure that, at the City Engineer's discretion, a water vehicle for dust control operations is kept readily available at all times during construction. The developer shall provide the City Engineer and Building Official with the name and telephone number of the person directly responsible for dust control and operation of the water vehicle. PlanninI4 Services 21) A Tree Preservation and Removal Plan including a separate tree removal and sensitive area plan shall be submitted to the Development Services Department for review and approval in accordance with City ordinance. The plan shall show all sensitive areas and 2014 -035 stands of trees that are to be protected during grading operations and include, in detail, the method proposed to protect these areas. 22) All areas to be graded and left undeveloped shall have a revegetation plan as part of the dust control program. The Development Services Director or designee shall review and approve the plan. The applicant shall guarantee through a grading bond the revegetation prior to issuance of grading permits. 23) Development Area Plans in conformance with Section 17.06.400 of the Rohnert Park Municipal Code shall be approved by the City Council for all development areas. 24) All material storage areas shall be fenced with at least a 6 -foot high chain link fence with at least two 20 -foot gates for emergency vehicle access. The fencing shall be shown on the construction fire and security protection site plan. 25) Unless otherwise specified in these conditions, the condition shall apply prior to recordation of each final map or large lot final map. A "final map" shall mean a map that results in buildable parcels of an acre or less in area. A "large lot final map" shall mean a map that results in parcels larger than one acre in area. 26) The applicant shall pay all application fees, plan check and inspection fees, recordation fees, park in -lieu fees, encroachment permit fees, segregation of assessment fees and other applicable miscellaneous fees in effect at the time the fee is paid as required in the Fee Schedule or RPMC. The applicant shall receive credit against, or reimbursement of, its park in -lieu fee for any dedication, or irrevocable offer of dedication, or parkland improvements. 27) The final map shall identify who is responsible to own and maintain all parcels to be created with the map. 28) The applicant shall make a good faith effort to acquire all required off -site property interest necessary to construct or provide improvements, including but not limited to temporary construction easements required by the City. If the applicant fails to do so, the applicant shall, at least 120 days prior to submittal of the final map for approval, enter into an agreement to complete the improvements, pursuant to Govermnent Code Section 66462, at such time as the City acquires the property interests required for the improvements. The agreement shall provide for payment by applicant of all costs incurred by the City to acquire the off -site property interests. Security for a portion of these costs shall be in the form of a cash deposit in the amount specified in the appraisal report obtained by applicant, at applicant's cost plus estimated legal and administration fees. The City Engineer shall approve or reject the appraiser prior to commencement of the appraisal report. 29) The improvement plans shall show water services to each building. All water meters shall be within the public right -of -way unless the Public Works Director specifically approves exceptions. The City shall not maintain water and sewer system lines beyond existing main line stub outs or on private property, unless otherwise agreed to by the City. Access easements shall be given to the City and recorded concurrently with the 2014 -035 final map for any exceptions approved by the City Engineer that require access to private property. 30) If applicable, easements of record not shown on the tentative map shall be relinquished or relocated. Lots affected by proposed easements or easements of record, which cannot be relinquished or relocated, shall be redesigned. All easements for off -site grading and drainage shall be acquired prior to approval of construction on these properties. 31) The applicant shall provide cable or conduit for each residential lot for cable television and Internet access. The applicant shall provide cable or conduit for fiber optics or other smart technologies for each commercial lot for Internet access. The cable or conduit shall be shown on the joint trench improvement plans and constructed before the final lift of asphalt is placed on the adjacent street. 32) Prior to approval of the first final map that requires a homeowners' association, the applicant shall incorporate a homeowners' association consisting of all property owners of lands in the development at the time of incorporation. The homeowners' association shall be responsible for maintaining all common facilities pertaining to the Home Owners Association, including but not limited to, the association's property, common drive aisles, alleys, lanes, private streets, parking facilities and all utilities contained therein, and landscaping plus landscaping in adjacent public rights -of -way (such as parkway strips or other similar areas), and for paying for security lighting, any common garbage collection services, any security patrol services, if provided, and any other functions of a homeowners' association. The homeowners' association shall comply with all NPDES permit Best Management Practices in effect at the time. 33) The CC &R's shall prohibit the on -site parking of recreational vehicles, including boats. Parking shall be prohibited along emergency vehicle access easements, private streets and alleys. The No Parking signs shall be approved by the DPS. A separate signing and striping plan shall be provided to address on -site stop signs and no parking areas prior to approval of any final map. 34) Private streets or alleys shall be private facilities and shall have private street maintenance, street sweeping and streetlights. Private streets shall have a visible demarcation between the public and private areas and identified with signage that which differentiates them from public streets. The City Engineer shall approve all signage for private facilities with the approval of individual improvement plans for the project. 35) The applicant shall provide adequate vehicle sight distance as specified by the State of California, Department of Transportation's Highway Design Manual (latest edition) at all public and private street intersections. In addition, intersections and driveways shall comply with City requirements for sight triangles. The design of the streets shall incorporate public safety concerns, fire protection equipment movements, as well as the location and pickup of solid waste. 36) The applicant shall show the proposed structural sections for all private streets on the site improvement plans and pay the City's plan check and inspection fee for the proposed private improvements, including the water, recycled water, sewer and storm drainage 2014 -035 facilities in these areas, to assure that the improvements are designed and constructed to City standards, with exceptions as shown on the Tentative Map. 37) Safety lighting at the end and at any curve in any private street, alley, lane or place shall be provided for residential units that do not front on a public street. The lighting shall include individual lights on each residential unit and \or streetlights on street light poles. The City Engineer shall approve the lighting plans that include these facilities. 38) The applicant shall contact the solid waste franchised hauler and obtain their written approval of the proposed solid waste pickup locations on private streets, alleys, lanes or places. The pickup locations shall not be located in emergency vehicle access easements. A copy of the written approval from the solid waste franchised hauler shall be submitted with the street improvement plans for City review and approval. Provisions for paved areas for trash receptacles on certain parcels shall be identified in the improvement plans to service alley access residences; the trash receptacle cutouts shall be located on private parcels fronting public streets and accommodate the receptacles for the respective lots. 39) Where required, the landscaping for the detention and /or retention basins shall be reviewed and approved by the Development Services Director or designee. 40) The applicant will coordinate with the local bus system authority to facilitate local bus service in the project and to determine bus stop locations and shelter improvements. The bus shelter locations shall be shown on the improvement plans and reviewed and approved by the City Engineer. A copy of the written correspondence with the local bus system authority approving transit facilities shall be submitted with the first street improvement plans for each map. 41) Any above ground utility structures and appurtenances (e.g. cable TV boxes, phone splice boxes) shall be installed in a public utilities easement within the applicant's property and within 10 feet behind street face of curbs. These structures and appurtenances shall be screened with landscaping to the satisfaction of the Development Services Director or designee. The landscape screening shall be included in Development Area Plans and shall not interfere with the utility companies' or DPS's access. 42) The electrical and water services shall be provided to all parks, landscape medians, and other landscape areas in accordance with plans approved by the Public Works Director. 43) Prior to the approval of the first final map including a large lot final map, the applicant shall be responsible for costs of implementation of ensuring compliance with Mitigation Measures contained in Mitigation Monitoring Plan (MMP) for the FEIR. The applicant shall provide funding, in an amount determined by the Development Services Director or designee to hire consultants or staff to implement compliance monitoring. 44) Prior to approval of the first final map, the street name and a theme for all street name signage, including traffic signal signage, street corner signage, directional signs, and other permanent fixtures depicting street names shall be submitted to the Development Services Director or designee for review and approval. 2014 -035 45) The total acreage for the two public parks shall meet the requirements of the Rolmert Park Municipal Code for park dedication as approved by the Parks and Recreation Commission at their July 15, 2013 meeting. Twin Creeks Park will be approximately 7.0 and Oak Grove Park will be approximately 6.0 acres. 46) Unless otherwise specified in these conditions, the conditions of approval shall apply to each building permit. 47) The applicant shall provide a master signage program for each residential subdivision, prior to issuance of building permits for each tentative map phase. The signing plan shall be submitted to the Development Service Director or designee for review and approval. 48) The declaration of covenants, conditions and restrictions (CC &R's) filed for each development shall be prominently displayed in the project sales office at all times. The CC &R's shall apply to both owners and renters. The CC &R's shall be written to require renters to comply with the regulations of the CC &R's, and a copy of the CC &R's shall be given to each renter. 49) Design and placement of walls and fences for each neighborhood or land use district shall be in accordance with the standards in an approved Development Area Plan Walls and fences may be phased for each development area. All residential dwellings shall display illuminated street numbers in a prominent location in such a position that the numbers are easily visible to approaching emergency vehicles from both directions. The numbers shall be of a contrasting color to the background to which they are attached and four (4) inches minimum in height. Flag lots will have their address displayed in a prominent position at the driveway intersection with the street. 50) All buildings shall be connected to public water and sewer systems prior to occupancy. Water and sewer service accounts shall be set up with the City Finance Department for each structure with a building permit. 51) Prior to front yard landscaping installation by the applicant, plant species, location, container size, quality and quantity of all landscaping plants and materials shall be reviewed and approved by the Development Services Director or designee for consistency with the approved improvement plans. All plant replacements shall be to an equal or better standard than originally approved. 52) All construction of new multi - family residential projects and all non - residential construction projects shall comply with the City's Source Reduction and Recycling Element, Household Hazardous Waste Element and the Sonoma County Integrated Waste Management Plan, which incorporates these Elements. 53) All construction of new multi - family residential projects and all non- residential construction projects shall incorporate interior and exterior storage area for recyclables into new structures. 54) Hours of construction shall be limited to the hours in accordance with the RPMC. 55) The applicant shall comply with all state federal and local laws. 2014 -035 56) Applicant shall submit the Buyer's Disclosure document to City prior to commencement of sales, reservations, etc. to Director of Development Services or designee for review and approval. EnIzineerinIZ Services The proposed map was reviewed and the following conditions of approval were developed using the reference documents listed below. • Tentative Map, dated February 4, 2014, prepared by MacKay & Somps, Sheets 1 -26. • City's Subdivision Ordinance — Title 16 in affect at the time of tentative map review • City's Grading & Erosion and Sediment Control Ordinances — Title 15, Chapters 15.50 & 15.52 in affect at the time of tentative map review • City's Manual of Standards, Detail and Specifications, adopted as of this review date On -going Conditions 57) Submit a copy of the CCRs and /or maintenance declarations for private improvements (such as for maintenance of alleys and private utilities) to the Director of Development Services or designee and City Attorney for review and approval prior to recording of each final map. Maintenance declaration(s) shall be required to be recorded concurrent with the recordation of the Final Map or prior to City Engineer approval of improvement plans for the respective design, whichever occurs first. The CC &R's will include provisions for maintenance of: a) All private storm drain systems. b) All private driveways c) All private alleys and motor courts, including lighting d) Privately -owned utilities within private easements, driveways, or alleys e) Common area landscaping and irrigation 0 Planter strip landscaping and irrigation within public right -of -ways. g) Private walkway and access easements. h) Gang mailboxes i) The Hinebaugh Creek pedestrian bridge j) Frontyard and sideyard landscaping and irrigation outside of the fencing, as shown on the tentative map, including frontyard water quality measures. k) The Hinebaugh Creek pedestrian trail and landscaping. 1) The Parcel B detention basin, the UD LLC detention basin and any additional water quality improvement. m) The Hinebaugh Creek parcels. The CC &R's shall include a plan for a funding mechanism for the ongoing maintenance of these improvements. The plan shall include in a cash flow analysis, by year, showing both the ongoing maintenance costs and longer -term capital replacement costs, and expected revenues from the payment of the maintenance annuity with each certificate of occupancy. Costs shall consider the phasing of improvements with each phase of 2014 -035 development. The analysis shall consider that certain improvements (e.g., the Vast Oak detention basin and the temporary UDLLC basin) will be constructed with the initial phase of development and that initial costs per occupied unit will not be proportionate to final costs per occupied unit at buildout. Developer shall provide an initial funding deposit as needed to cover costs as well as maintain an adequate reserve and /or identification of a phasing program that would reduce the monthly assessment impact upon Association homeowners. The CC &R's shall include language that upon reasonable notice by the City to the HOA (except in an emergency), the City shall have the right to perform maintenance and repair work as needed to ensure that the creeks and basins will function as designed and will have adequate flood protection capacity. The City will have the right to invoice the HOA for costs incurred and the HOA will reimburse the City for these costs. As an option, the HOA and City may enter into a contract whereby the City will perform specified work on a long -term basis and the HOA pays the City for the cost of this work. Developer may also agree to provide a maintenance annuity for the cost of specified work to be performed by the City (the annuity will be separate and above from the annuity required under Section 4.06). The CC &R's shall include a description and an exhibit of improvements within the Vast Oak and UDLLC Properties, clearly delineating those improvements to be maintained by the HOA and those to be maintained by the City. Each final map for the Vast Oak and UDLLC properties shall include a public drainage easement over the creek and basin properties. Developer and the HOA shall not contest the right of upstream 3rd parties to discharge existing runoff into the creeks and basins. 58) Developer shall enter into an agreement with the City which outlines the responsibilities of the HOA to operate and maintain into perpetuity all water quality improvements within the Vast Oak and UDLLC properties. The agreement shall run with the property and shall provide for the HOA to succeed Developer upon transfer of these parcels from Developer to the HOA. The agreement shall be subject to the approval of the North Coast Water Quality Control Board and generally conform to the City of Santa Rosa long -term maintenance agreement for stormwater treatment measures. 59) The City shall have no obligation to maintain or police the private maintenance of the alleys, motor courts, or private driveways. This provision shall be included in the CC &Rs. 60) Infrastructure shall be constructed in conformance with the "University District Specific Plan — UDLLC and Vast Oak Properties, December 31, 2013 Off -Site I PFFP and On- Site Infrastructure Phasing Program " as shown on Sheet 6 of the Tentative Map and in conformance with Exhibit "C ", Dedications, Improvements, and Facilities Schedule of the Development Agreement. 61) The requirements for the design and construction of public improvements as set forth in the Development Agreement between Owner(s) and City shall be adhered to. In the case of a conflict between the requirement set forth in the Development Agreement and these 2014 -035 Conditions of Approval, the more stringent conditions shall apply as solely determined by the City Engineer. Prior to the Approval of Improvement Plans or Start of Construction 62) Improvement Plans prepared by a Registered Civil Engineer shall be submitted for the review and approval of the City Engineer showing grading, paving, utilities, drainage, structures to be built, lighting and trash collection. Improvements shall conform to the requirements of Chapter 16.16 of the Municipal Code. The improvements plans shall include parking lots, street and utility information including all concrete curb and gutter, sidewalk, striping and signing, paving, water lines, storm drain lines and sewer lines as necessary, erosion control and any necessary transitions. All improvements shall be in accordance with the City of Rohnert Park Standard Improvement Details. Improvement Plans shall include a Storm Water Pollution Prevention Plan including winterization and erosion protection. 63) Storm drainage improvements shall be designed in accordance with the Sonoma County Water Agency criteria. Hydrology calculations, pipe sizing and storm drain plans shall be submitted for the review and approval of the City Engineer. 64) No lot- to- lot drainage is allowed except where easements are provided for drainage are provided. No drainage may discharge across sidewalks. 65) The applicant shall demonstrate for each building pad to the satisfaction of the City of Rohnert Park as follows: a) Adequate protection from 100 -year frequency storm; and b) Feasible access during a 10 -year frequency storm. 66) Fire protection shall be in accord with the requirements of Rohnert Park Public Safety Department. With the submittal of the improvement plans, calculations shall be provided to the City and the Rohnert Park Public Safety Department to ensure that adequate water pressures are available to supply hydrant flows and sprinkler flows. 67) The improvement plans shall show a sewer lateral to each building in accord with City Standards. 68) If private sewer lines are shared or if they cross property lines, a 10' private sewer easement shall be shown in the Final Map / Parcel Map or recorded by separate document (if the development is done separate from recordation of a Final Map / Parcel Map. The maintenance of any private sewer line shall be included in the maintenance agreement for the overall site(s) which have an interest in the particular sewer. 69) The Improvement Plans for the first phase of development (first final map) shall include construction/ widening of the north side of Rohnert Park Expressway from Snyder Lane to Petaluma Hill Road. Improvements shall include traffic signal and intersection modifications at the Rohnert Park Expressway/ Snyder Lane intersection and the Rohnert Park Expressway/ Petaluma Hill Road intersection. 70) The Improvement Plans for the final map that creates in excess of 800 single - family lots shall include construction/ widening of the south side of Rohnert Park Expressway from 2014 -035 Snyder Lane to Petaluma Hill Road. Improvements shall include traffic signal and intersection modifications at the Rohnert Park Expressway/ Snyder Lane intersection and the Rohnert Park Expressway/ Petaluma Hill Road intersection. Improvements shall be coordinated with the City's phased Snyder Lane widening project. 71) The Improvement Plans for the first phase of development (first final map) north of Hinebaugh Creek shall include reconstruction and widening of Keiser Avenue, from the west boundary of Oak Grove Park (Parcel M) to Snyder Lane. Improvements shall include installation of a traffic signal and intersection improvements at the intersection of Keiser Avenue/ Snyder Lane. 72) The Improvement Plans for the phase of development (final map) that creates 100 single family residential lots north of Hinebaugh Creek shall include reconstruction and widening of Keiser Avenue, from the west boundary of Oak Grove Park (Parcel M) to Petaluma Hill Road. Improvements shall include installation of a traffic signal and intersection improvements at the intersection of Keiser Avenue/ Petaluma Hill Road. 73) A traffic signal and left turn lane channelization improvements shall be installed at the intersections of Rohnert Park Expressway with Kerry Road, Twin Creeks Road, and Kells Road. The Improvement Plans for the phase of development (final map) that creates these streets shall include the traffic signal and intersection improvements. 74) The Improvement Plans for the first phase of development (first final map) shall include shall include the design and construction of a recycled water line extension, connecting to the existing recycled water system at the Rohnert Park Expressway/ Snyder Lane Intersection and extending easterly in Rohnert Park Expressway to Twin Creeks Drive, then northerly in Twin Creeks Road to a meter stub for the approximately 7 -acre public park (Twin Creeks Park, Parcel E), subject to the review and approval of the City of Santa Rosa City Engineer and the City of Rohnert Park City Engineer. Design and construction shall include a recycled water line stubbed to the Parcel F commercial pad. The final alignment shall be determined during the design of the improvement plans. Prior to the extension of the existing Recycled Water system to the park and detention basin, the developer shall temporarily use potable for irrigation. The water connection fee for the park site shall not be paid due to temporary use of potable water on the site. Developer shall pay the water consumption charges to City for potable water actually used at the site for irrigation. 75) The Improvement Plans for the first phase of development (final map) north of Hinebaugh Creek shall include the design and construction of a recycled water line extension, connecting to the existing recycled water system at the Rohnert Park Expressway/ Snyder Lane Intersection first phase of the recycled water system south of Hinebaugh Creek, and extending northerly in Twin Creeks Road, then easterly in O'Ryan Road to a meter stub for the approximately 6 -acre public park (Oak Grove Park, Parcel M), subject to the review and approval of the City of Santa Rosa City Engineer and the City of Rohnert Park City Engineer. Prior to the extension of the existing Recycled Water system to the park, the developer shall temporarily use potable for irrigation. The water connection fee for the park site shall not be paid due to temporary use of potable water on the site. Developer shall pay the water consumption charges to City for potable water 2014 -035 actually used at the site for irrigation. 76) The recycled water main shall be extended with each phase of construction as needed to serve landscaping within landscape parcels and other parcels as needed. 77) The improvement plans for the first phase of development (first final map) shall include design for the approximately 7 -acre public park (Twin Creeks Park, Parcel E). The park shall be designed by the developer, reviewed and approved by the City and constructed by the developer as stated within the timeframes identified in the Development Agreement. 78) The improvement plans for the first phase of development (final map) north of Hinebaugh Creek shall include design for the Twin Creeks Road vehicle and pedestrian bridge over Hinebaugh Creek and the extension of Twin Creeks Road north to Keiser Avenue. 79) The improvement plans for each phase of the project adjoining Hinebaugh Creek shall include the Hinebaugh Creek trail (including landscaping and other appurtenant improvements). The trail limits within each phase shall be extended to provide reasonable trail network connections with that phase. 80) The improvement plans for the first phase of development (final map) north of Hinebaugh Creek shall include design for the approximately 6 -acre public park (Oak Grove Park, Parcel M). The park shall be designed by the developer, reviewed and approved by the City and constructed by the developer as stated within the timeframes identified in the Development Agreement. 81) The improvement plans for the first phase of development (final map) north of Hinebaugh Creek shall include design for the pedestrian bridge across Hinebaugh Creek. 82) Each phase of development shall include the design and construction of Utilities within existing or proposed public right -of -way for electric, gas, telephone, communication and cable TV shall be submitted to the City Engineer and Director of Development Services for review and approval. Any above - ground utility boxes, cabinets or structures shall be specifically approved by the City and screened from public view to the satisfaction of the Director of Development Services and City Engineer and meet utility company's installation criteria. 83) A grading permit application shall accompany submittal of the each phase of Subdivision Improvement Plans. Said application shall include the requirements listed in Sections 15.48 & 15.50 of the Municipal Code. The grading plans shall be in conformance with the Bay Area Air Quality Management District guidelines for reducing construction impacts and minimize dust emissions. 84) A geotechnical study acceptable to the City shall be conducted by an Engineer licensed in the State of California and qualified to perform soils work, or by a California Certified Geologist prior to site development. Recommendations shall be provided, as necessary, to prevent damage to Project facilities and compliance with these recommendations shall be 2014 -035 required as a condition of development at the project site. The grading and improvement plans shall incorporate the recommendations of the approved geotechnical study. This geotechnical study shall at a minimum incorporate the following: a) The liquefaction potential of the Project site. b) The location and extent of expansive soils at the project site, including recommendations regarding the treatment and /or remedy of on -site soils, and the structural design of foundations and underground utilities. C) Seismic safety including recommendations regarding the structural design of foundations and underground utilities. 85) Each phase of development shall submit drainage plans subject to the review and approval of the Sonoma County Water Agency ( "SCWA "), the City of Rohnert Park and these conditions of approval. Said plans shall meet or exceed SCWA standards and City standards, whichever is more restrictive. All proposed building finished floor elevations, including garages, shall be a minimum of 1 foot above the post construction 100 -year water surface elevations. 86) The improvement plans for the first phase of construction shall include the Parcel B detention basin. The storm water detention pond shall be designed by the project proponent, reviewed and approved by the City concurrently with the first phase of development Phase 1 plans. The storm water detention pond shall be designed in accordance with the WEF Manual of Practice FD -20, per City Standards and be approved by the City Engineer, the Regional Water Quality Control Board, Sonoma County Water Agency and Vector Control. The storm drain pipe outfalls into the basin shall be provided with full -trash capture screens, filters, or other measures to prevent trash and debris from entering the basin. 87) The improvement plans for the first phase of construction shall include the UDLLC detention basin. The storm water detention pond shall be designed by the project proponent, reviewed and approved by the City concurrently with the first phase of development Phase 1 plans. The storm water detention pond shall be designed in accordance with the WEF Manual of Practice FD -20, per City Standards and be approved by the City Engineer, the Regional Water Quality Control Board, Sonoma County Water Agency and Vector Control. The basin shall be designed to detain existing overflows from Copeland Creek, directly from the creek and via Sonoma State University and the Green Music Center, so that current overflows across the Vast Oak property are eliminated and flows in Rohnert Park Expressway are reduced to no greater than 180 cubic feet per second (cfs). The size of the basin is estimated at 10- acres. The basin shall be sized to accommodate runoff from the remainder of the UDLLC property in a fully - developed condition. 88) Each phase of development shall prepare improvement plans and calculations for the proposed project, and shall demonstrate no increase in the 100 -year water surface elevations of adjacent properties. The developer shall submit an update to the hydraulic Evaluation, Vast Oak and University District LLC Properties by ENGEO, August 2013, demonstrating that the Vast Oak and UDLLC basins will result in post - construction flows that hold or lower the water surface elevation below existing conditions. Specifically, the 20]4 -035 updated study shall show that the 100 -year flow does not adversely impact the Cotati- Rohnert Park Unified School District property on the north side of Hinebaugh Creek. The final design will be subject to Sonoma County Water Agency and City of Rohnert Park review and approval. 89) Each phase of development shall include the design by the project proponent for Erosion and Sediment control plans prepared by a professional such as a Civil Engineer or certified Erosion Control Specialist and shall meet the requirements listed in Section 15.52.030 of the Municipal Code. The plans shall provide measures to avoid the introduction or spread of noxious weeds into previously un- infested areas. These plans are subject to review and approval by the City. Erosion and Sediment control plans shall be in conformance with Chapter 15.52 of the Municipal Code except that the reference document for design criteria shall be the City of Santa Rosa Standard Urban Storm Water Management Plan (SUSMP) or most current City adopted SUSMP. 90) Each phase of development shall include design by the project proponent of lighting on public streets as well as private streets /alleys. All streetlights shall be LED, meeting the design criteria for the City of Los Angeles. The design shall be in accordance with City standards and P.G. & E. requirements. In addition, lighting for private streets and alleys shall be designed in accordance with the Zoning ordinance and to the Public Safety Department's satisfaction, allowing for wall - mounted lighting. 91) All existing overhead utilities within the subdivision and all proposed utilities shall be placed underground. 92) The each phase of development shall include the design for the proposed bus stops as shown on the Tentative Map, subject to the review and approval of the Sonoma County Transit and the City. The design shall meet the minimum requirements set forth in the current City Standards. The developer shall obtain a written letter of satisfaction from the Sonoma County Transit. Transit stop provisions shall be provided via Twin Creeks Road to the high- density residential development on Parcel L subject to route approval. 93) Each phase of development shall include design by the project proponent for roadways. Street improvements not specifically called out in these conditions shall be completed in conjunction with each phase of development (final map). The City Engineer may require reasonable improvements outside of each phase if needed for the orderly and safe development of that phase. The design shall include slurry sealing specifications, subject to review and approval by the City. All streets shall be slurry sealed prior to issuance of the last certificate of occupancy or prior to acceptance of the public improvements, whichever occurs first within each phase of development. 94) Each phase of development shall include the design by the project proponent for installation of moisture barriers at the edges of all pavement sections for purposes of maintaining constant moisture content of pavement sections, subject to review and approval by the City. The design shall include moisture protection extending to 6 inches below the aggregate base layer. The moisture barrier shall be a minimum of 4 inches wide and consist of Controlled Low Strength Material (CLSM) in a 10 mil visqueen lined trench. Alternate designs may be proposed by the developer and considered by the City. 2014 -035 95) Soils beneath all roadways including alleys shall be lime treated based on site specific tests and as recommended by a geotechnical engineer. 96) Each phase of development shall include design by the project proponent and all public improvements shall comply with the latest version of the Rohnert Park Manual of Standards, Details and Specifications. Reference to particular standards shall be made on the improvement plans. Standards details and specifications shall not physically be included on the plans but shall be referenced. 97) For each phase of development the project proponent shall design alleys, with utilities and appurtenances. These shall be private. 98) No utilities (sewer, water or storm drains) shall flow from a private utility to a public utility and back to a private utility. No utilities (sewer, water or storm drains) shall flow from a public utility to a private utility and back to a public utility. 99) All utilities shall be located within dedicated and accepted public street rights-of-way. Any exception must receive prior approval from the City Engineer. 100) All existing wells and septic systems shall be abandoned in compliance with State and County codes, prior to issuance of an initial grading permit. 101) The first phase of development (first final map) shall include the design of a 12 -inch water main in Rohnert Park Expressway, extended from the existing water distribution system at Snyder Lane easterly to Petaluma Hill Road, with a loop through the interior of the development, for future connection to the Anderson 53 property water tank, as shown on tentative map. 102) The first phase of development (first final map) shall include the design of a 16 -inch water main in Rohnert Park Expressway, extended from the Crosstown Water Transmission Main at Snyder Lane easterly to Petaluma Hill Road, for future connection to the Anderson 53 property water tank, as shown on tentative map. 103) For each phase of the development the project proponent shall design all utilities in compliance with City Manual of Standards and the California Department of Public Health Drinking Water Program including vertical and horizontal separation between utilities, curbs, gutters and monuments. 104) The first phase of development (first final map) shall include the design for a 833,000 gallon water storage tank and associated improvements, including but not limited to access road, fencing and security, lighting and landscaping, on the Anderson 53 property. Plans shall be submitted to the State of California Department of Health Services (CDHS) in addition to the City. Applicant shall cooperate with City and CDHS on the amendment of City's drinking water system permit that is required for the approval of the on -site water tank and water lines. The tank design shall be complete and approved for construction by the City and CHDS prior to filing the final map that creates the 200"' single family residential lot. 2014 -035 Prior to Approval of Final Map 105) Submit each final map and improvement plans with a completed Land Development Review Submittal Sheet, Final - Parcel Map Completeness Checklist and Final - Parcel Map Submittal Checklist as available on the City web -site and all appropriate additional information. 106) The final map submittal shall include a title report (within last 30 days of initial submittal), supporting documents, and calculations for City Engineer review. All calculated points within the map shall be based on one common set of coordinates. All information shown on the map shall be directly verifiable by information shown on the closure calculation printout. The point (s) of beginning shall be clearly defined. All lot acreages shall be shown on the map and shall be verifiable from information shown on the closure calculation printout. 107) Prior to City Council approval of the first final map; the developer shall satisfy Rohnert Park Municipal Code section 16.14.010 D. 2. regarding off -site dedication of rights -of- way and easements. The first and subsequent final maps shall show offer of dedication of the necessary right -of -way in fee title, sidewalk easements, public utility easements and other easements for public water, sewer, and storm drain, as shown on the tentative map or as needed per the final improvement design. 108) The first final map shall include dedication of the Keiser Avenue right -of -way and the approximately 7 -acre public park (Parcel E). The map shall also create the Vast Oak Detention Basin (Parcel B). The final map shall also include interim drainage easements across the future Twin Creeks Drive right -of -way and across Parcel M as shown on the tentative map. 109) In conjunction with the first final map, the developer/ property owner shall offer to dedicate by separate instrument the offsite water tank site (the Anderson 53 parcel) in fee, the offsite Crane Creek trail easement, and a public drainage easement over the approximate 10 -acre temporary UDLLC detention basin. 110) The first final map north of Hinebaugh Creek shall include an offer of dedication of the approximately 6 -acre public park site (Oak Grove Park, Parcel M), and the Twin Creeks Drive right -of -way from Hinebaugh Creek north to Keiser Avenue. 111) In conjunction with the first final map, the developer/ property owner shall secure a public drainage easement and a public trail easement over the Redwood Estates parcel immediately west of Parcel B, to accommodate the proposed detention basin outfall and the Hinebaugh Creek trail extension to the west as shown on the Vast Oak Tentative Map. 112) Each subdivision map for the phased development shall have a note on the local agency page stating: All fences, sound walls and retaining walls shall be constructed on private property and maintained by the private property owner or Association, unless specifically dedicated to and accepted by the City. 2014 -035 113) All property corners of lots within the subdivision shall be monumented in compliance with city standards, except as expressly permitted in writing by the City Engineer. 114) The developer/ property owner shall enter into a Subdivision Agreement (SIA) with the City, post the requisite bonds, and pay all applicable fees. The SIA shall be required to be recorded concurrent with the recordation of the final map. 115) The developer/ property owner shall enter into the Development Agreement by and among the City of Rohnert Park, University District LLC and Vast Oak L.P. and this development shall be subject to the requirements (including timing and phasing of improvements) stated in the Development Agreement. 116) The requirements for the design and construction of public improvements as set forth in the Development Agreement between Owner(s) and City shall be adhered to. In the case of a conflict between the requirement set forth in the Development Agreement and these Conditions of Approval, the more stringent conditions shall apply as solely determined by the City Engineer. 117) Street names will be subject to the approval of the City Council. Prior to the Issuance of Grading Permits 118) Pre - construction surveys shall be completed for western pond turtles, burrowing owls, and migratory birds, in accordance with Mitigation Measures 13I0-12a, 13I0-13a, and BIO -14a of the FEIR. This shall be noted on the grading plans. 119) Applicant must file a Notice of Intent to Comply with the Terms of General Permit to Discharge Storm Water Associated with Construction Activity (NOI) with the State of California Water Resources Control Board, and obtain a permit, prior to commencement of any construction activity. 120) No construction shall be initiated for each phase until the Grading Plans have been approved by the City, all applicable fees have been paid, an encroachment permit and /or grading permit has been issued and a project schedule has been submitted to the City Engineer and a pre- construction conference has been held with the City Engineer or his designee. 121) Resource agency permits shall be secured, with copies of the permits supplied to the City and with permit requirements incorporated into the plans. 122) Plans shall incorporate tree protection measures. Trees to be preserved shall be clearly noted on the plans. 123) All areas considered to be a sensitive biological resource shall have construction fencing installed around the sensitive resources to prevent damage during construction. 124) Developer shall secure an encroachment permit from the City prior to performing any work within the City right of way, a State Highway or constructing within a City easement. 125) Resource agency permits shall be secured, with copies of the permits supplied to the City and with permit requirements incorporated into the plans. Prior to the Issuance of Building Permits 2014 -035 126) Prior to issuance of building permits for a single family residential units, individual plot plans for each lot shall be prepared by the project proponent, submitted and reviewed and approved by the City. 127) Prior to issuance of building permits for commercial and multi - family residential units; site development plans shall be prepared by a California registered Civil Engineer, submitted and reviewed and approved by the City. 128) Prior to the issuance of building permits within the FEMA floodplain, a Letter of Map Revision (LOMB) shall be obtained for the lots within the development. 129) Prior to the issuance of the 1st building permit, the Anderson 53 Water Tank Property an the accompanying trail easement shall be offered for dedication. 130) Prior to issuance of the 25t" building permit, the construction of the north side Rohnert Park Expressway improvements shall be commenced. 131) Prior to issuance of the 50"' building permit, the development of the Twin Creeks Park grading and utilities shall be commenced. 132) Prior to issuance of the 100"' building permit, grading and underground utilities for Twin Creeks Park shall be complete. 133) Prior to issuance of the 100"' building permit, the construction of the Twin Creeks Park improvements shall be commenced. 134) Prior to issuance of the 300 "' building permit, the Twin Creeks Park improvements shall be complete. 135) Prior to issuance of the 50"' building permit north of Hinebaugh Creek, the construction of the Oak Grove Park grading, utilities, and perimeter road shall be commenced. 136) Prior to the issuance of the 100"' building permit north of Hinebaugh Creek, the construction of the Oak Grove Park grading and utilities shall be complete. 137) Prior to issuance of the 100"' building permit north of Hinebaugh Creek, the construction of the Oak Grove Park improvements shall be commenced. 138) Prior to the issuance of the 150t" building permit north of Hinebaugh Creek, the Oak Grove Park improvements shall be complete. 139) Prior to issuance of the 100"' building permit north of Hinebaugh Creek, the construction of the Hinebaugh Creek pedestrian bridge shall be commenced. 140) Prior to issuance of the 150t" building permit north of Hinebaugh Creek, the construction of the Hinebaugh Creek pedestrian bridge shall be complete. 141) Prior to issuance of the 800"' building permit, the construction of the south side Rohnert 2014 -035 Park Expressway improvements shall be commenced. 142) Prior to issuance of the 1st building permit north of Hinebaugh Creek, the westerly portion of the Keiser Avenue Improvement shall be commenced. 143) Prior to issuance of the 100"' building permit north of Hinebaugh Creek, the easterly portion of the Keiser Avenue Improvement shall be commenced. 144) Prior to issuance of the 200" residential building permit, the Developer shall commence construction of the Anderson 53 property water tank. 145) Prior to issuance of the 400"' residential building permit, the Developer shall complete construction of the Anderson 53 water tank. The tank shall Have been accepted by the City and shall be operational. Prior to the Building Occupancy 146) Prior to issuance of 1st Certificate of Occupancy for a residential unit, the Eastside Trunk Sewer Phase 2 project shall be completed and in operation. 147) Prior to issuance of 1st Certificate of Occupancy for a residential unit, street connections shall be in place from the south side of Rohnert Park Expressway to the interior streets, and traffic signals at these intersections shall be under construction. 148) Prior to issuance of 1st Certificate of Occupancy for a residential unit north of Hinebaugh Creek, improvements to Keiser Avenue from Oak Grove Park to Snyder Lane shall be complete, per the section shown on Tentative Map. 149) Prior to issuance of 1st Certificate of Occupancy for a residential unit north of Hinebaugh Creek, the construction of the Twin Creeks Road vehicle and pedestrian bridge shall be complete. 150) Prior to issuance of 1st Certificate of Occupancy for a residential unit north of Hinebaugh Creek, the construction of the Twin Creeks Road extension north to Keiser Avenue shall be complete. 151) Prior to issuance of the first occupancy permit, the Parcel B storm water detention pond shall be constructed and complete. 152) Prior to issuance of Certificated of Occupancy for any phase, the public improvements that are necessary for safe access to the site, all frontage improvements, hookup of utilities, energizing of street lights, and any specific improvements for that phase shall be complete. Department of Public Safety -Fire 153) Fire Hydrant spacing and placement should be consistent with the City of Rohnert Park Standards, comply with Appendix C of the 2007 California Fire code, and the 2014 -035 amendments to table C105.1 by RPDPS ordinance #793. The specific location and spacing of Fire Hydrants shall be determined and approved on the final construction drawings. 154) All roadway, private lanes and drives shall comply with the City of Rohnert Park Standards. Specifically reference Standard #202 "Alley, in regards to: o Alley lighting shall meet the City's minor street requirements. o 20 or more units will require a 24' alley width o Alleys are to be used as secondary access only, with parking provided on primary access roads. 155) Roadway widths should be consistent with the City of Rohnert Park Standards except as shown on the Tentative Map, comply with Appendix D of tree 2007 California Fine code, and the amendments to RPDPS ordinance #793 Section 15.28.D103.2 — 15.28.D106.1. 156) Minimum interior and exterior turning radius for Fire Apparatus Access shall be all 20 feet and 40 feet. 157) Water main sizes and GPM flow capacity for Fire suppression shall be determined and approved on the final construction drawing. Hydraulic flow calculations shall be included and approved with construction documents. 2014 -035