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2014/11/25 City Council Resolution 2014-166RESOLUTION NO. 2014 -166 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 THE CANON MANOR SPECIFIC PLAN AREA, WEST OF PETALUMA HILL ROAD, AND NORTH OF VALLEY HOUSE DRIVE (APN 047 - 111 -030) WHEREAS, the applicant, Redwood Equities LLC filed Planning Applications proposing a Specific Plan Amendment (PLSP2014- 0003), revised Final Development Plan (PLFD2014- 0001), revised Development Area Plan (PLDP2014- 0001), Tentative Map (PLSD2014- 0008), and amended Development Agreement (PLDA2014- 0005), for the Southeast Specific Plan ( "SESP ") (collectively, the "Project ") located south of the Canon Manor Specific Plan Area, west of Petaluma Hill Road, and north of Valley House Drive (APN 047 - 111 -030), in accordance with the City of Rohnert Park Municipal Code ( "RPMC "); and WHEREAS, in conjunction with Planning Application No. PLSD2014 -0008, the applicant prepared a tentative map for the SESP property located south of the Canon Manor Specific Plan Area, west of Petaluma Hill Road, and north of Valley House Drive (APN 047- 111 -030), as provided in the Proposed Tentative Map attached to this Resolution as Exhibit A; and WHEREAS, on October 23, 2014 the Planning Commission held a public hearing at which time interested persons had an opportunity to testify either in support of or opposition to the proposal; and WHEREAS, at the October 23, 2014 Planning Commission hearing, the Planning Commission reviewed and considered the proposed Tentative Map and recommended its approval by the City Council; and WHEREAS, the City Council of the City of Rohnert Park has certified the Final EIR prepared for the Project and the City has otherwise carried out all requirements for the Project pursuant to CEQA; and WHEREAS, pursuant to California State Law and the Rohnert Park Municipal Code, public hearing notices were mailed to all property owners within an area encompassing a 300 foot radius of the subject property and a public hearing was published for a minimum of 10 days prior to the public hearing in the Community Voice; and WHEREAS, on November 25, 2014, the City Council held public hearings at which time interested persons had an opportunity to testify either in support of or opposition to the proposal; and WHEREAS, the City Council has reviewed and considered the information contained in Planning Application No. PLSD2014 -0008 for the proposed Tentative Map for the property. 2014 -166 NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Rohnert Park makes the following findings and determinations with respect to the proposed Tentative Map for the property: Section 1. That the above recitations are true and correct. Section 2. Environmental Review: A. On December 7, 2010, the City Council of the City of Rohnert Park certified the Final FIR for this Project, including adoption of associated CEQA Findings, Statement of Overriding Considerations, and the Mitigation Monitoring and Reporting Program, as described in City Council Resolution No. 2010 -134, approved. B. Further, CEQA Guidelines section 15162 provides that "no subsequent FIR shall be prepared" for a project unless the lead agency determines that (1) "substantial changes are proposed in the project which will require major revisions of the previous FIR "; or (2) "substantial changes occur with respect to the circumstances under which the project is undertaken "; or (3) "new information of substantial importance ... shows" one or more significant effects not discussed in the original FIR, greater severity to previously - identified substantial effects, or newly -found feasible mitigation measures that would substantially reduce significant effects. C. The proposed changes (removal of private alleys, removal of duplexes in favor of duets, minor changes to development plan for lot width, setbacks, etc. and minor changes to specifications for the water tank), are minor and will not result in any substantial changes to the proposed project and no new information of substantial importance shows one or more significant effects or newly found feasible mitigation measures that would substantially reduce significant effects. Accordingly, no subsequent FIR need be prepared. Section 3. Findings. The City Council of the City of Rohnert Park hereby makes the following findings concerning approval of Planning Application No. PLSD2014 -0008 and Tentative Map pursuant to Government code section 66474: 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. 2014 -166 The proposed Tentative Map is consistent with the revised Southeast 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. 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 475 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) was processed and approved for the Southeast Specific Plan Project (State Clearinghouse 4 2003112011), 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 content of the Final EIR is incorporated herein by this reference. The proposed changes to the project would not result in any significant effects not disclosed in the 2010 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 2014 -166 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. 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 map. Criteria Satisiic(l. The phasing is shown in the specific plan, final development plan and development agreement documents and is identified on submitted maps. [Please include reference to submitted map so long as phasing is identified on submitted map.] Section 4. A duly noticed public hearing on the proposed Tentative Map was held on November 25, 2014. BE IT FURTHER RESOLVED, THAT the City Council of the City of Rohnert Park does hereby adopt the Findings stated hereinabove and approve Application No. PLSD2014- 0008 for a Tentative Map to allow the subdivision of property located south of the Canon Manor Specific Plan Area, west of Petaluma Hill Road, and north of Valley House Drive (APN 047- 111 -030), as provided in Exhibit A, subject to the recommended conditions of approval in Exhibit B, which is attached hereto and incorporated herein by this reference. DULY AND REGULARLY ADOPTED on this 25th day of November, 2014. 2014 -166 Hk �-..:. CITY OF ROH 'I PAT M: Joseph'' Callinan, Mayor ATTEST: jJPA-nne Buergler, City Clerk Attachment: Exhibit A and Exhibit B BELFORTE: PA MACKENZIE: P-A STAFFORD: 1-k6AHANOTU: o4 CALLINAN: 0 AYES: (4) NOES: (o) ABSENT: ( 1) ABSTAIN: (0) 2014 -166 R/W 42' R/W 5' PUE & 5' SW 6' PARKING 10' TRAVEL WAY 10' TRAVEL WAY 6' PARKING 5' SW 5' PUE & ACCESS I I ACCESS CURB & GUTTER PER SEE DET. BELOW APPROACH • n CITY STD (TYP) \ SEE DET. BELOW nu 42' NEIGHBORHOOD STREET WALL STREET, WARMSTONE WAY (PORTION), WAVERLY PLACE, WELCOME PLACE, WILDFLOWER WAY, WILDROSE WAY, WILEY WAY, WINDY WAY, WINGSTEM WAY, WINTERBERRY LANE, WISDOM LANE, WOODBRIDGE WAY R/W I 5' PUE & ACCESS 2.5' SWE DRIVEWAY APPROACH PER CITY STD DRIVEWAY APPROACH PER CITY STD 4' SW () SEE PLANS FOR LOCATION (TYP). SEE PLANS FOR LOCATION \ nes nos NO SCALE R/W I 5' PUE & ACCESS 2.5' SWE 4' SW 41.5' ADJACENT TO PARK WHERE THERE IS NO SIDEWALK AND R/W LIES AT BACK OF CURB R/W 46' ALL OTHER LOCATIONS 5' PUE & 5' SW 6' PARKING 12' TRAVEL WAY ACCESS I I SEE D/W APPROACH DET. ABOVE D /W APPROACH R/W 12' TRAVEL WAY 6' PARKING 5' SW 5' PUE & I ACCESS CURB & GUTTER PER SEE D/W APPROACH CITY STD (TYP) DET. ABOVE 1'UbL.I(, nu 46' MINOR STREET WARMSTONE WAY (PORTION), WATERSIDE LANE, WHISPERWOOD DRIVE, WILLOWAY DRIVE, WILLOWGLEN DRIVE, WINDCREST COURT, WRENWOOD WAY R/W PUBLIC PARK 18.5' 41.5' 23' R/W NO SCALE WATERSIDE LANE, WILLOWAY DRIVE, WRENWOOD WAY (PORTION) NEW EX R/W R/W VARIES 116' EX. R/W R W EAST DEDIC- EX. ATION I VARIES 20' 11' 11' PLTR NEW 6' SIDEWALK (NEW 8' SIDEWALK 0.5 8' BIKE 12' TRAVEL ADJACENT TO PARK) � I 2% RETAINING WALL AT I 0 DETENTION POND EXISTING AC EXISTING AB PUBLIC BODWAY PARKWAY EX R/W 28' 32' 0.5' EX. 8' 20' TRAVEL 8' BIKE BIKEWAY & SIDEWALK 2% I EXISTING CURB & GUTTER (TYP.) NO SCALE m A T NTATIV MA GENERAL NOTES EXISTING AND PROPOSED ZONING IS SP- SPECIFIC PLAN. THIS PROJECT IS WITHIN THE CITY OF ROHNERT PARK. IT IS ALSO WITHIN THE FOLLOWING DISTRICTS: -WS DAM - RUSSIAN RIVER PROJECT - COTATI - ROHNERT PARK UNIFIED SCHOOL DISTRICT- ELEMENTARY SCHOOL - MONTE VISTA MIDDLE SCHOOL - MOUNTAIN SHADOWS HIGH SCHOOL - RANCHO COTATI AND TECHNOLOGY HIGH AT SSU -MARIN SONOMA MOSQUITO ABATEMENT DISTRICT THE FOLLOWING ACCOMPANYING DOCUMENTS PERTAIN TO THIS PROJECT AND ARE ON FILE AT THE CITY OF ROHNERT PARK: - DESIGN GUIDELINES - SOUTHEAST SPECIFIC PLAN WATER AND SEWER TO BE PROVIDED AND MAINTAINED BY THE CITY OF ROHNERT PARK. PROPOSED SETBACKS ARE AS SHOWN ON THE SPECIFIC PLAN. ALL GRADING TO BE IN CONFORMANCE WITH CHAPTER 18 AND APPENDIX J, 2013 CALIFORNIA BUILDING CODE. NO AREAS OF THIS SITE ARE SUBJECT TO INUNDATION. NO HAZARDOUS MATERIALS ARE KNOWN TO EXIST ON THIS SITE. SITE SOILS APPEAR SUITABLE FOR RESIDENTIAL DEVELOPMENT. STREET LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF ROHNERT PARK STANDARDS. ALL STREET LIGHTING SHALL BE LIGHT EMITTING DIODE (LED). LOT DIMENSIONS AND SQUARE FOOTAGE ARE APPROXIMATE AND FOR PLANNING PURPOSES ONLY . UT 7• w4 ;. - -. -' - +��- �3i ,�{!�° -: 1 I..Ri. r:'r`� c �:�`? " ., ,'f a�; y '� - '- '.•'..e -4''T t �y 'U_' ' -PARK �� 5 "� y�x' .�. - '�' �f .,, ':� +vhf• ,� •�-'•�} _ -� - rf - F- ^.z., NERT R _ w� ''..??�'�• 's,`�- -'. tip+-:' �rFC� �- .'�•; � ' .$� -':. , r'_�L.-:1f,,4 w a 1 � �� ti�l�• - +Ff1c�++ " �ar:- .1' r 1 - i it'f x1j5{4 :; f„10 �1NTAIN i* -` LL•AGEiSUBDFWSION 4 �a ,�(pm-POS�D '�~ 4 L LE ,.;�. LOCATION MAP SCALE: 1"=2,000' INDEX OF DRAWINGS 1 COVER SHEET, TYPICAL STREET SECTIONS, LEGEND AND NOTES L1 STREET /PARK TREE PLAN 2 BOUNDARY SHEET BSW BACK OF SIDEWALK SDCB STORM DRAIN CATCH BASIN L2 PETALUMA HILL ROAD ELEVATION 3 SITE PLAN C &G CURB AND GUTTER SDMH STORM DRAIN MANHOLE L3 PETALUMA HILL ROAD PLAN 4 PHASING PLAN EX. EXISTING SSCO SANITARY SEWER CLEANOUT L4 VALLEY HOUSE DRIVE EAST 5 NORTHWEST QUADRANT - GRADING, DRAINAGE AND UTILITY PLAN L5 VALLEY HOUSE - MDA LOTS 6 SOUTHWEST QUADRANT - GRADING, DRAINAGE AND UTILITY PLAN L6 BODWAY PARKWAY 7 NORTHEAST QUADRANT - GRADING, DRAINAGE AND UTILITY PLAN L7 STREETSCAPE SECTIONS 8 SOUTHEAST QUADRANT - GRADING, DRAINAGE AND UTILITY PLAN L8 DETENTION POND SECTIONS 9 MIXED USE AREA - GRADING, DRAINAGE AND UTILITY PLAN L9 MIXED USE LANDSCAPING 10 PRELIMINARY GRADING PLAN o L10 MIXED USE LIGHTING ABBREVIATIONS BO BLOWOFF R RADIUS BSL BUILDING SETBACK LINE SD STORM DRAIN BSW BACK OF SIDEWALK SDCB STORM DRAIN CATCH BASIN BUE BENEFIT USE EASEMENT SDE PUBLIC STORM DRAIN EASEMENT C &G CURB AND GUTTER SDMH STORM DRAIN MANHOLE EVA EMERGENCY VEHICULAR ACCESS EASEMENT SS SANITARY SEWER EX. EXISTING SSCO SANITARY SEWER CLEANOUT GSL GARAGE SETBACK LINE SSE PUBLIC SANITARY SEWER EASEMENT FG FINISH GRADE SSMH SANITARY SEWER MANHOLE FH FIRE HYDRANT SW SIDEWALK IG INVERT GRADE SWE SIDEWALK EASEMENT NSBB NUTRIENT SEPARATING BAFFLE BOX TC TOP OF CURB PAE PRIVATE ACCESS EASEMENT UE PRIVATE UTILITY EASEMENT PDE PRIVATE DRAINAGE EASEMENT W WATER PUE PUBLIC UTILITY EASEMENT WLE PUBLIC WATER LINE EASEMENT BENCHMARK CITY OF SANTA ROSA BENCHMARK C -304, TOP OF A BRASS DISK AT THE CENTERLINE INTERSECTION OF TODD ROAD AND SANTA ROSA AVENUE. ELEVATION = 102.3' (CITY OF SANTA ROSA DATUM). AS DETERMINED LOCALLY BASED ON CONTROL POINT NO. 10 AS SHOWN ON THE UNDATED IMPROVEMENT PLANS FOR THE EASTSIDE TRUNK SEWER, PHASE 2, PREPARED BY WINZLER AND KELLY CONSULTING ENGINEERS, PROJECT NO. 02056 -07 -021, SHEET NO G -005. A TEMPORARY BENCHMARK WAS ESTABLISHED ON TOP OF THE BRASS DISK MONUMENT MARKING THE CENTERLINE INTERSECTION OF BODWAY PARKWAY AND CAMINO COLEGIO. TBM ELEVATION = 139.38 (CITY OF SANTA ROSA DATUM) EX. � EX. R/W I ±8' ±12' SHOULDER/ BIKE LANE WEST I ±2' NEW BERM I PAVEMENT i t F-- - - - - -- PUBLIC U PETALUMA HILL ROAD *EX SD TO BE ABANDONED IN PLACE AS INDICATED ON PLANS o PUBLIC �J VALLEY HOUSE DRIVE NO SCALE I � I X W I I NO SCALE LANDS OF 108 HOLDING'S L TD ±350' NORTH OF VALLEY HOUSE INTERSECTION TO NORTHERN PROJECT BOUNDARY NO SCALE EX. R/W EX. VARIES 12' 5' VARIES VARIES 12' 8' RIGHT TURN BIKE 12' MIN O' -10' LANE W 7' 0.5' TURN o SW* _ BERM N --- - - - - -- 0' -8' NEW EX. C &G* PAVEMENT *EX. CURB, GUTTER AND SIDEWALK FROM VALLEY HOUSE PUBLIC INTERSECTION TO ±350' NORTH OF INTERSECTION PETALUMA HILL ROAD NORTH OF VALLEY HOUSE DRIVE INTERSECTION J CL INTERSECTION NO SCALE YEAR FLOOD ROUTING IS 56' ALL SEPTIC SYSTEMS SHALL BE SOUTHEAST x w COUNTY ENVIRONMENTAL HEALTH STANDARDS. CL /LL \ 28, ROHNERT PARK 18' PCC DWY APRON 10' 10' 18' PCC DWY APRON a * COMMON DRIVE AISLE SHALL BE 0 20' COMMON DRIVE AISLE * o MAINAINED BY EITHER A SPECIAL TAX o LANDS OF REDWOOD EOU177ES o DISTRICT, SPECIAL MAINTENENCE ° PAE, PDE & UE Q INVESTMENTS LLC, a o a AC CITY OF ROHNERT PARK, DOC. NO. 1994 - 0090213 PER CITY 2% ISTD. 2% o I VARIES W 7 60 7 - 66 0 VARIES EXIST. 8' VARIES VARIES ■ a 1i11�i�i, MEANDERING CONC. w 0 34' - 40' EX. FC a w CL. 1 ONE -WAY o BIKE PATH ±32' 0.5' 0.5' '� ��I� 14' TRAVEL ■■�■ 12' TRAVEL 6' BIKE war &L� I -- — — — — — — — — — — — — — EX. C &G — — — — ---------- - - - - -- i C —. X13 a ■ ■a *EX SD TO BE REMOVED AT PROPOSED STREET INTERSECTIONS. EX. SD* RECONSTRUCT CURB AND GUTTER AS NECESSARY. �1 *EX SD TO BE ABANDONED IN PLACE AS INDICATED ON PLANS o PUBLIC �J VALLEY HOUSE DRIVE NO SCALE I � I X W I I NO SCALE LANDS OF 108 HOLDING'S L TD ±350' NORTH OF VALLEY HOUSE INTERSECTION TO NORTHERN PROJECT BOUNDARY NO SCALE EX. R/W EX. VARIES 12' 5' VARIES VARIES 12' 8' RIGHT TURN BIKE 12' MIN O' -10' LANE W 7' 0.5' TURN o SW* _ BERM N --- - - - - -- 0' -8' NEW EX. C &G* PAVEMENT *EX. CURB, GUTTER AND SIDEWALK FROM VALLEY HOUSE PUBLIC INTERSECTION TO ±350' NORTH OF INTERSECTION PETALUMA HILL ROAD NORTH OF VALLEY HOUSE DRIVE INTERSECTION TO ±350' NORTH OF INTERSECTION NO SCALE YEAR FLOOD ROUTING IS 56' ALL SEPTIC SYSTEMS SHALL BE ABANDONED / COUNTY ENVIRONMENTAL HEALTH STANDARDS. CL /LL \ 28, 28, 18' PCC DWY APRON 10' 10' 18' PCC DWY APRON * COMMON DRIVE AISLE SHALL BE 0 20' COMMON DRIVE AISLE * o MAINAINED BY EITHER A SPECIAL TAX o o DISTRICT, SPECIAL MAINTENENCE ° PAE, PDE & UE ° ASSOCIATION, OR HOA. a 4' WIDE CONC. a AC VALLEY GUTTER PER CITY 2% ISTD. 2% NO SCALE 1. 2. 0, 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. SEWAGE GENERATION: EXISTING = 406 GPD, PROPOSED = 163,000 GPD OR 0.163 MGPD UNLESS OTHERWISE SHOWN, 100 YEAR FLOOD ROUTING IS CONTAINED WITHIN THE STORM DRAIN SYSTEM. ALL SEPTIC SYSTEMS SHALL BE ABANDONED PER SONOMA COUNTY ENVIRONMENTAL HEALTH STANDARDS. OWNERS JAMES RATTO DEANA RATTO REDWOOD EQUITIES INVESTMENTS, LLC JAMES RATTO DESCENDANT'S TRUST DEANA R. RATTO DESCENDANT'S TRUST 100 B STREET, SUITE 210 SANTA ROSA, CA 95401 (707) 481 -7801 ENGINEER CIVIL DESIGN CONSULTANTS, INC. 2200 RANGE AVENUE, SUITE 204 SANTA ROSA, CA 95403 (707) 542 -4820 LEGEND DEVELOPER WILLOWGLEN PARTNERS C/O BEN VANZUTPHEN 100 B STREET, SUITE 210 SANTA ROSA, CA 95404 (707) 484 -5944 SURVEYOR CINQUINI & PASSARINO, INC. 1360 NORTH DUTTON AVE., STE 150 SANTA ROSA, CA 95401 (707) 542 -6268 SD� _ I EXISTING STORM DRAIN ss EXISTING SANITARY SEWER `" EXISTING WATER MAIN *L EXISTING STREET LIGHTING -- 143 - EXISTING GROUND CONTOURS (1' INTERVALS) GEOTECH MILLER PACIFIC ENGINEERING GROUP 504 REDWOOD BLVD., SUITE 220 NOVATO, CA 94947 (415) 382 -3444 NSBB Ej SDCB oC SD SDMH PROPOSED STORM DRAIN SSMH SS PROPOSED SANITARY FH SEWER GV BO PROPOSED WATER MAIN STD 610 W/ LED FIXTURES (VALLEY HOUSE DRIVE) = STD 611 W/ LED FIXTURES ( BODWAY PARKWAY) "ERA BELL" W/ LED FIXTURES SHEET KEY SCALE: 1"=500' OD 0 W ENGINEER *b S Lo Et (n 0 M M > Q W m M _> U rn U �. Z n W z a U YI J D 03 11 Z O O 0 U N0 Z c — >40 W w 0 owI 0 11 0 J a: 11: to O �n O U 04 co 00 I I I IS O ZN IL O QZ am W W oQ 0) Qw Z m2 I JJ 801U QY L �Q Q IL IL W R_ Q NO IS 0: w 0 J I L � W�JN W U Q it Q O � Q OD 04 JOB NO. 11 -114 SHEET NO. OF 10 SHEETS �u��'� ■ ■�■ 1i11�i�i, a '� ��I� ■■�■ war &L� X13 ■ ■a ■■■ �1 - �� " *_ �IfFii iii /�� ■ ■� ■■ _� slim son ,,,•,,,, ,,, ..... ,,.,,. �� mall son ■ .�■� . SHEET KEY SCALE: 1"=500' OD 0 W ENGINEER *b S Lo Et (n 0 M M > Q W m M _> U rn U �. Z n W z a U YI J D 03 11 Z O O 0 U N0 Z c — >40 W w 0 owI 0 11 0 J a: 11: to O �n O U 04 co 00 I I I IS O ZN IL O QZ am W W oQ 0) Qw Z m2 I JJ 801U QY L �Q Q IL IL W R_ Q NO IS 0: w 0 J I L � W�JN W U Q it Q O � Q OD 04 JOB NO. 11 -114 SHEET NO. OF 10 SHEETS 0 N 3 a O m I R W R h W h 3 a O O h Q N 0 N 44 SITE DATA NET SITE AREA GROSS PROJECT DENSITY EXISTING ZONING PROPOSED ZONING 79.53 ACRES 5.97 UNITS /ACRE DA -67 -Z, SR -VOH (COUNTY) SP- SPECIFIC PLAN LOT DETAILS PARCEL DETAILS RE RURAL ESTATE LOTS (366 -394) LD LOW DENSITY LOTS (1 -56, 150 -171, 241 -254, 330 -365) MDC SE- MEDIUM DENSITY - CONVENTIONAL LOTS (57 -149, 172 -240, 255 -329) TOWNHOMES LOTS (395-439) SEE LOT AREA TABLE FOR INDIVIDUAL LOT SIZES LOT AREA TABLE ALL AREAS ARE IN SQUARE FEET SMALLEST 17,056 SF LARGEST 46,043 SF AVERAGE 20,766 SF SMALLEST 5,000 SF LARGEST 8,907 SF AVERAGE 5,543 SF SMALLEST 1,892 SF LARGEST 7,471 SF AVERAGE 3,798 SF SMALLEST 1,066 SF LARGEST 1,180 SF AVERAGE 1,139 SF I�l_ I I■t r�l 7Ed �i m -IRAVI AREA PARCELB ...................................... ............................... ...........................0.26 LOT p NMI II■i ilEll mm LOT AREA PARCEL C .........1.53 ......................................( ...10............................ .................. II�■4`' mil .VIII DESIGNATED FOR COMMERCIAL ,000 SF), RETAIL LOT AREA I USE (TO BE PRIVATELY OWNED) LOT � J PARCELD ...................................... ............................... ...........................1.75 LOT AC RENTAL UNIT PROJECT (TO BE PRIVATELY OWNED) LOT AREA PARCELE ............... ....................... ... .. .......................3.06 LOT • Ell COMMONLY OWNED PARCEL MAINTAINED BY HOA (TO BE COMMONLY AREA �1 II 1 BY THE OWNERS OF LOTS 395 -439) �I 21 PARCEL F ................. ....................... ......................... .................... .......0.53 AC LOT DETAILS PARCEL DETAILS RE RURAL ESTATE LOTS (366 -394) LD LOW DENSITY LOTS (1 -56, 150 -171, 241 -254, 330 -365) MDC SE- MEDIUM DENSITY - CONVENTIONAL LOTS (57 -149, 172 -240, 255 -329) TOWNHOMES LOTS (395-439) SEE LOT AREA TABLE FOR INDIVIDUAL LOT SIZES LOT AREA TABLE ALL AREAS ARE IN SQUARE FEET SMALLEST 17,056 SF LARGEST 46,043 SF AVERAGE 20,766 SF SMALLEST 5,000 SF LARGEST 8,907 SF AVERAGE 5,543 SF SMALLEST 1,892 SF LARGEST 7,471 SF AVERAGE 3,798 SF SMALLEST 1,066 SF LARGEST 1,180 SF AVERAGE 1,139 SF PARCELA ............. .. ... ........... .............................. .. ...........................7.1 0 r�l PUBLIC 7 ti m -IRAVI AREA PARCELB ...................................... ............................... ...........................0.26 LOT p PUBLIC WATER TANK SITE (DEDICATED TO THE CITY OF ROHNERT PARK) LOT AREA PARCEL C .........1.53 ......................................( ...10............................ .................. LOT mil PARCEL PARCELA ............. .. ... ........... .............................. .. ...........................7.1 0 AC PUBLIC PARK SITE (DEDICATED TO THE CITY OF ROHNERT PARK) LOT AREA PARCELB ...................................... ............................... ...........................0.26 LOT AC PUBLIC WATER TANK SITE (DEDICATED TO THE CITY OF ROHNERT PARK) LOT AREA PARCEL C .........1.53 ......................................( ...10............................ .................. LOT AC PARCEL DESIGNATED FOR COMMERCIAL ,000 SF), RETAIL LOT AREA AND OFFICE USE (TO BE PRIVATELY OWNED) LOT AREA PARCELD ...................................... ............................... ...........................1.75 LOT AC RENTAL UNIT PROJECT (TO BE PRIVATELY OWNED) LOT AREA PARCELE ............... ....................... ... .. .......................3.06 LOT AC COMMONLY OWNED PARCEL MAINTAINED BY HOA (TO BE COMMONLY AREA LOT OWNED BY THE OWNERS OF LOTS 395 -439) 6,700 21 PARCEL F ................. ....................... ......................... .................... .......0.53 AC TO BE DEDICATED TO THE COUNTY OF SONOMA NOTE: 1. COMMON DRIVE AISLE SHALL BE MAINAINED BY EITHER A SPECIAL TAX DISTRICT, SPECIAL MAINTENENCE ASSOCIATION, OR HOA. f i- I J U� r� II LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA LOT AREA 1 6,700 21 5,856 41 5,980 61 3,423 81 3,530 101 3,455 121 3,796 141 3,796 161 6,178 181 3,530 201 3,651 221 3,652 241 5,678 261 4,111 281 3,796 301 4,161 321 7,281 341 5,000 361 5,050 381 17,483 401 1,180 421 1,160 2 5,200 22 5,856 42 5,590 62 3,651 82 3,340 102 3,434 122 3,796 142 3,796 162 5,000 182 3,651 202 3,507 222 4,157 242 5,000 262 5,000 282 3,796 302 3,796 322 7,086 342 5,000 362 5,050 382 17,060 402 1,066 422 1,176 3 5,200 23 5,856 43 5,204 63 3,447 83 3,530 103 3,575 123 4,161 143 4,161 163 5,000 183 3,530 203 3,530 223 4,165 243 5,000 263 4,217 283 4,161 303 3,796 323 2,468 343 6,193 363 5,050 383 17,562 403 1,159 423 1,175 4 5,200 24 5,856 44 5,200 64 3,424 84 3,567 104 3,434 124 4,161 144 4,161 164 5,000 184 3,651 204 3,651 224 3,648 244 5,000 264 4,092 284 4,161 304 4,161 324 3,092 344 5,351 364 5,050 384 20,037 404 1,066 424 1,160 5 5,200 25 5,856 45 6,255 65 3,530 85 3,457 105 3,575 125 3,796 145 3,796 165 5,000 185 3,507 205 3,507 225 4,765 245 5,000 265 4,806 285 3,796 305 3,960 325 4,608 345 5,050 365 5,423 385 34,191 405 1,160 425 1,066 6 5,200 26 5,856 46 6,135 66 4,113 86 1,892 106 3,328 126 3,796 146 3,796 166 5,000 186 3,530 206 3,530 226 4,017 246 5,000 266 3,796 286 3,796 306 3,375 326 4,608 346 5,050 366 18,749 386 20,560 406 1,176 426 1,159 7 5,200 27 5,856 47 5,110 67 1,892 87 1,892 107 1,892 127 4,161 147 4,161 167 5,000 187 3,651 207 4,491 227 4,579 247 6,213 267 4,970 287 4,161 307 3,375 327 3,437 347 5,050 367 17,160 387 20,621 407 1,180 427 1,180 8 5,200 28 5,856 48 5,312 68 3,457 88 3,457 108 1,892 128 4,161 148 3,537 168 5,000 188 3,630 208 4,294 228 4,153 248 5,662 268 4,130 288 4,161 308 4,013 328 2,698 348 5,050 368 18,521 388 20,592 408 1,159 428 1,180 9 5,200 29 5,856 49 6,226 69 3,340 89 3,340 109 3,342 129 3,796 149 3,437 169 5,000 189 2,039 209 3,482 229 4,169 249 5,000 269 3,796 289 3,796 309 4,234 329 5,784 349 5,050 369 28,577 389 20,563 409 1,066 429 1,066 10 5,200 30 5,898 50 6,352 70 3,651 90 3,530 110 3,912 130 3,796 150 6,443 170 5,000 190 2,039 210 3,613 230 4,153 250 5,000 270 3,796 290 5,305 310 3,796 330 6,116 350 5,050 370 30,979 390 20,561 410 1,160 430 1,159 11 5,200 31 6,092 51 6,175 71 3,530 91 3,651 111 3,912 131 4,161 151 5,000 171 6,463 191 3,630 211 3,465 231 3,676 251 5,000 271 4,161 291 6,418 311 3,796 331 5,000 351 5,050 371 18,256 391 46,043 411 1,175 431 1,066 12 5,200 32 6,100 52 6,175 72 3,340 92 3,447 112 3,912 132 4,373 152 5,000 172 4,347 192 3,507 212 3,482 232 3,997 252 5,000 272 4,161 292 5,332 312 4,234 332 5,000 352 5,050 372 17,060 392 22,070 412 1,175 432 1,160 13 6,563 33 6,345 53 6,175 73 3,447 93 3,651 113 3,912 133 3,725 153 5,000 173 3,651 193 3,651 213 3,613 233 3,575 253 5,000 273 3,796 293 3,796 313 4,234 333 5,000 353 5,050 373 18,603 393 17,421 413 1,160 433 1,175 14 6,513 34 7,723 54 6,175 74 3,651 94 3,447 114 3,912 134 3,725 154 5,000 174 3,530 194 3,530 214 3,465 234 3,434 254 6,116 274 3,796 294 4,161 314 3,796 334 5,000 354 5,518 374 19,151 394 17,126 414 1,066 434 1,175 15 6,100 35 8,907 55 6,175 75 3,530 95 3,651 115 3,912 135 4,359 155 5,000 175 3,507 195 3,507 215 3,496 235 3,423 255 4,616 275 4,161 295 3,796 315 3,796 335 5,000 355 5,533 375 17,200 395 1,175 415 1,159 435 1,160 16 6,100 36 6,431 56 8,088 76 4,093 96 3,879 116 3,912 136 4,161 156 5,000 176 3,651 196 3,651 216 4,161 236 3,434 256 4,218 276 3,946 296 4,161 316 4,195 336 5,463 356 5,050 376 17,056 396 1,160 416 1,066 436 1,066 17 6,100 37 6,178 57 3,437 77 3,866 97 3,443 117 4,890 137 3,796 157 5,000 177 3,530 197 3,530 217 3,375 237 3,575 257 4,637 277 3,375 297 4,161 317 4,190 337 5,463 357 5,050 377 17,121 397 1,066 417 1,180 437 1,159 18 6,100 38 6,175 58 1,892 78 3,651 98 2,662 118 3,673 138 3,796 158 5,000 178 3,507 198 3,651 218 3,925 238 3,423 258 3,960 278 3,375 298 3,796 318 3,796 338 5,000 358 5,050 378 17,300 398 1,159 418 1,180 438 1,066 19 6,095 39 6,175 59 3,567 79 3,447 99 3,912 119 3,623 139 4,161 159 5,000 179 3,530 199 3,530 219 4,165 239 3,434 259 2,593 279 3,960 299 3,796 319 3,796 339 5,000 359 5,050 379 17,207 399 1,066 419 1,159 439 1,180 20 5,909 40 6,175 60 3,447 80 3,651 100 3,554 120 4,161 140 4,161 160 6,162 180 3,651 200 3,530 220 3,648 240 4,408 260 5,333 280 4,161 300 4,161 320 4,271 340 5,000 360 5,050 380 17,375 400 1,180 420 1,066 0 100 200 SCALE= 1" - 100' UNIT TYPES UNIT 39 39 TYPE LOTS UNITS RE EX 1 1 RURAL ESTATE P1 7 7 P2 7 7 P3 7 7 P4 7 7 LD LOW DENSITY RE SUBTOTAL- 29 29 P1 39 39 P2 44 44 P3 45 45 LD SUBTOTAL- 128 128 SEMD -MC P1 24 24 SE- MEDIUM DENSITY - MOTOR COURT P2 24 24 P3 28 28 P4 23 23 SEMD -MC SUBTOTAL- 99 99 SEMD -ZL P1 22 22 SE- MEDIUM DENSITY - ZIPPER LOTS P2 43 43 P3 45 45 SEMD -ZL SUBTOTAL- 110 110 SEMD -D P1 14 14 SE- MEDIUM DENSITY - DUETS P2 14 14 SEMD -ZL SUBTOTAL. 28 28 TOTAL SINGLE FAMILY DETACHED 366 366 TOTAL DUETS 28 28 TOWNHOMES RENTAL UNITS MU (MIXED USE TOTAL) SUBTOTAL 394 394 45 45 0 36 45 81 PROJECT TOTAL- 439 475 GARAGE SPACES RURAL ESTATE 79 LOW DENSITY 256 MEDIUM DENSITY 446 TOWNHOMES 90 RENTAL UNITS 36 OFF-STREET TOWNHOMES 28 RENTAL UNITS 30 ON- STREET 639 TOTAL PARKING SPACES 1,604 PARKING SPACES PER UNIT 3.38 OFF-STREET COMMERCIAL / RETAIL 47 PARKING SPACES PER 300 SF 1.36 OD m 9 W U C ENGINEER *b Lo O p ao � v- �p I M > Q W m M I _> U U U. 0 � zo o O w Az 5103�� Q W Z Q U z J Z O 0 0 U co co Z 6 70 C >40 W 0 J a: to � O -N c 0 U NcN 00 O z IL O QZ am Z WOQ QZ Z � 0) I JJ 1 0 O U QY 'Q Qa �W Q �_ C4 0 W I Fm D 0 Co 0 J J EQ L � W�JN W U 0 IL OD COQ JOB NO. 11 -114 SHEET NO. 3 OF 10 SHEETS 0 a 3 �'1 Z h Z I R W R h W h 3 a O O - - °- a - -- \� NE 12 TO "IGX124.�5 �I s' UN /P� X33 / TRUS� /�►lll�l�� 111��1 SSMH RIM: 1x02 I . �x \ APN 047 - 303 -00 Hai FL 128.44 6" 44 \ OC NO 200 -1187 \ R„9 FL 128.40 6' (V) CafGl I Std �2" T SOTTO CURB P SIMILAR TO SSMH RIM. 139.21 I as _ FL 12125 12 (s) \ CITY STD. 2328, CASE C FL 124.03 12'" FL 129.00{ PARCEL - PUBLIC WA- T K SIT FH 8' ✓UN /PER (2) � N - - \ 39 �,.'::.. a - 115' ---CONNECT-T-0 EX / WATER�SYS BFPI/C ON CO PAD \ Y x x ITE CROSS , OT I `� WALK S IPING PE \ a I I�:' P CITY STD. 2( h I l \� \ ,J a icy 438,000 GAL TANK \ 24' HIGH o \ \ \ 1 o 58 ' METER I \I1 IV) II �✓ �� I(: lR GA 770A C O 0 CONC. PAD \ 1 II 1 0 I I N a • 51�• J �( 13 32 '8 W.. I CORTEZ 7- 303 -003 9\C� 2005- 087030 i z � O Z w WF I KEMMERLY TRUST I ADN 047- 303 -014 J Do� NO 2000 - 062242 -H CO �•I E no U it ±10.5' oLI- MATCH EX GRADE ALONG t TYP. -67' - 52' - 52' - _--52' 52' ~ \ 4x4 POST & WIRE, ENCE x x z x x x x x x x AD 140.8 PADF-1 \41.3 PAD 141.8 PAD 1423 PAD 142.8 1 0 2 0 3 0 4 0 \5 o `1 I SSMH _140 8 "IG 135 \35 OUT - - - - - - - - - - - - - - - 67 52 52 52 ♦�� Ct��-- -- 77 -•-T SUNDIN MISSEN I I MAJORS TRUST / ON 047 - 303 -012 AP 0�- 303 -00 I I Y I APN 047 - 304 -002 COTTRELL DNO 1999 - 047287 D NO 201 -1433 2 I I I DOC NO 2000 - 111700 010 - - � APN 047 303 1 DOC NO 2002 -1046 6 o 0 f \ OD -H �o \ �I WZ wF- H NO _ _ -H 89'55'07" E W w 2 6 0.58' �� No M CH EX RADE(ALOD G P l TYP. \I I MATCH EX GRADE,,�LONG PL, TYP. 52' / 2 52' / 52' - 52' - 52' - 66% BO / 66= - 61' �` x Tx- z \ x x x x�x` x x x x x x x x x -x x x I O � PAD �3 PAD 143.8 PAD 44.3 PAD 144.8 PAD PAD 145.8 PAD 146.3 PAD 146.8 h-I-t '' I PAD 147.6\ PAD 148.3 N 6 o 7 o 8 -�o 9 o 10 loo 11 o 1 0 13 14 15 / � I 3 •'1 I I \ O I SDCB TC 45.39 SSMH 7.5 (TYP) SSCO SDCB TC 141.74 n U �T•'`'' 15 "IG 140 5 OUT , 15 "IG 137.72 OUT 2.5' SWE (TYP.) 8 IG 137.99 0 T 4' SW ( ) 5 PUE 8 IG 139. 9 OU - - - \� ;.,: J r 5 PUE 52 - -- - -- 52- - , - -- - - -52T 2 77 77� F" F 145.37 1.6% a 0i r- 1 FOWLER 1 BUEZO & TORDE LAS APN 047-304-0013 APN 047 - 304 - /Z DOC NO 2008 - 02231 DOC NO 2004 -1 923 I / ■ Z \0 oQ � 1 Z 1 N O WC I wo ■No MATH EX GRADE ALONG , TYP. n - - - 8 "W = 1 45.34 148.28 , -" _ GB 145.9 - - � I I I \ � I 1 I I FG 138.29 � 1.0% WIL FLOWER WA 145.37 F Ra 15 D, S- 0.0050 - 1 ••J Q I L J I O r 1 J - I I I 45 4 �8 •8: - - -- •�8. :•48 �. - - - - -3 •38:• - - -4� -- 8 92 O - - J LO - - - I r D>a1 -r - > I I °° '• '° 18 "IG 133.55 OUT -T SD '� SDCB TC 145.39 FG 147.54 �S`': " N ' `` �� 148.87 / m ! No \ \ " CB TC 141.7 �5' PUE 24 "IG 139.91 OUT 24 "IG 140.59 OUT �5' P E SDMH J I I I I II II I o SSMH Z I I I I n 15 I 137.44 OU \ - SS " t- I 1 I 18 IG 132.60 OUT - \ aD ao \ o \ 8 "IG 138.24 OU 1 '' ' I 1 24 SD, S�0.0099 24 IG "142.06 OUT '.,: SDCB TC 147.81 \ o I I 1 I I DCB TC 137.51 \ 1I : , I 15 SD, S= 0.0056 15 IG 143.27 OUT Z I I O " \ I 171 150 SDCB TC 147.81 - ;n 1 I - I 2�4 IG 133.36 OUT 5 B \ \ \ �\ I o : i I I co 115 "IG 143.01 OUT `� 149 1�8 1 119 \ o \ I 3 0 0 , 64 188 PAD 140 (TYP) � \ � � � �Y � , � � � �� 1 PAD 147.2 PAD 149. 15-SD, s= o.0050 ^ „� I PAD 150.8 PAD 7.8 O I I I N O O ao m ro \ ao ao aq� 00 00 00 I- 1. I� O I ' 1\ a zl 1 1 I - q II N '. I PAD 1 9.8 0, 10' 0' \ 10' \ 1 I I o I I. ISSCO ■ . \ o 187 1 6 185 184 183 182 181 18d 179 178 177 176 175 17473 172 I I n Q 1� 70 \ \ 8 IG 143.77 OUT ° I \ \ I I x of °I '� (n 189\ o M PA PAD PAD \M PAD PAD M PAD PAD - PAD PAD PAD M PAD �AD PAD M �AD PAD I I N 100' 100' I J I 54' 55' ° d ( : x N N I 5 BU 140. 141.2 141.6 142.1 142.6 143.0 143.5 143.9 144.4 \ 144.9 145.3 145.8 146.2 146.7 147.2 I t:. I I I > U' I I ( I PAD 139.8 I 57 52 F r , r , r , , , , r W r , , , �I \ ■ III I c : 1 I () 38 48 42 38 48 38 48 38 48 42 48 38 42 48 3 53 I ° I• 1 \ \ \ M X170 151 ,1 1 I r 111542212 "" 0 42 38 47 42 \38 48 38 48 48 38 42' 48' 38 42' 48' 49' o ' I I 147 146 121 3 ' > I Q 190 M \ N \ I I In ;•ol PAP 147.2 ° PAD 150.$5 j' 3 o I ■ M M M '� I :x °° PAD PAD 3 PAD 139.3 19 193 4 195 19 197 _ 1� 199 200 201 �02 203 20 205 20 207 I M ° I - 70' 5' BU I :. I I �■ 151.1 151.7 I� r N \ 56 m \ (TYP) \ F 100 1 0 I I 1 N III I 5 PAD 139.3 PAD PAD \ PA PAD _ PAD PAD PAD PAD _ PAD PA PAD PAD - PAD PAD PAD ^•:. I 3 :', vNi SDMH I I I I °1 139.7 \� 140.1 1 140. 00 141.0 141.4 141.8 142.31 142.7 % c I `' " I a 11: G 138.08 143.1 \ PAD 144. m 144.4 144.8 0 145.3 m 145.7 146.1 r . I o 15 IG 1 2.35 OUT \ I III 3 ' SDMH 191 � � 5' BUE 143.6 \ I ; �I 1 9 152 57' 52' j 24 "IG 132.54 OUT 1 I \ ! 8�IG 129.645 UT 1 00 ! (TYP) _ ! \ ! ! I I PAD 147.0 ° PAD 150.3 I ? I1 \ I I \ I:' I / ( I I I I /I IIII o it I FG 139.73 SDMH SDG� TC 140. , \ 2.5 SWE, \ I I PRVT SDI TG 146.45 °0 I SD B TC 13 .35 6 "IG 31.92 0 T 5' E G 144.35 I \ rn �\ 36 IG 132.17 UT ,, �� \ 1 SD 15 IG 142.62 • � 36 IG 132.3 OUT \ (�•) � -• I I » n I III' I IIII o_ rn �\�\ -38 __ -- 48>- _ - -- ST -,- -- --- r-- 38. - -- _ 48 - - -- r -- - - -48,- 42, -- - 48,- -- -- -- J'��' I \ I S =0.005 I I : •... - - - - - 100' 100' p ■ ti PAD PAD I ii A n I M 1 I II � 24 SD Q- iii r` - SSCO .,S= 0.0050 = V. FG 140.34 8 "SS S =0.0240 :'' :" : .. I 168 153 I 150.5 151.1 I I rn I I "' SD T 3 8 SS S= 0.0050 8 SS S= 0.0240 �` FG 144.96 I '1 I 1 Doti / i o I I III I I ' -..�� s.s: - -ry 1�8 r� - - 8 w - - - - - - - III 1 n o " of \ PAD 146.7 ° PAD 149.9 1_ '= I I 144 X45 122 I \\icI I Q FG 139.39 FG 40.88 FG 144.35n\ ,Q :;_ �1 \ I I ■ e, •I o 11 •, FH 0 .c t �� SSMH I 'i•I I , \ r r r �• . In 57 2 I - 5 I I m - -r 8 IG 7.20 OUT I I M I I ? •73 • .•73:• ••73 •57: I I w 4 •:4 . 8 •48 xa - - - - -- - - - - -- X38 2 - - 100 - -- -- -- -- 100 o W 4- - I s 4 � _ - - PRVT Sb f� T3�4• S . 1 I O IQ Ss n PRVT SDDI TG 137.4 15 IG 132.5 UT FG 139.75 " I ` •' . �'• • r o I 8 IG 131.50 OUT 15 IG 133.07 } } 5 1 1 113 00 �� I� III I I -Ih 3 225 223 222-' r- 21 218 I I a- FG 139.75 \ 01 167 15 I- ? \ 143 PAD 125 I \ I II 1 10 I In 1.0 I I \ \� \ I M �I \ a Y I I _ 150.5 \1 o I t I PAD 146.5 ,n PAD 149 4 I ISSMH \ 1 IIII I I I � � � 1 :_< I PAD 137.8 I I :T �'�:, r o \ 1. RW DEDICATION PAD PAD PAD PAD I n n r i i 8 IG 142.77 OUT Q WIDTH VARIES 139.0 I I " `::' 216 21 214 2 212 211 210 2U9 208 I I �I 1 \ I I I PVT DWY TYP. \ I6' 138.0 X38.4 to 140..25 _ I :: I `� I \ \ ■ I 1 80' o I III N • `' 1 PAD PAD PAD PAD \ �, 100' 100' I : F ^ I PAD DETAIL' SHT.Y$UT I I I q; of xI-5 PUE II 73' 73 ° 73 PAD PAD PAD PAD PAD I :: I Ispr 149.9 I I I I I I III �, N PVT DWY TYP. 68 I - 1 40 7 141.5 141.9 142.3 �, 142.8 143.4 143.8 144.2 144.5 I % I 5 IG 141.64 OUT LO M o I 57' S2' I I \ II 1 ° \ SEE UTIL LAYOUT \ I :•` I I M \ I : I L:L 1 155 4' s (') m 226 N 224 2�1 DETAIL, SST. 8 17 I ; :; I 3 ' I 48' \ 42' 38' 48' 42' \ 38' 48' 53' 1 I 7.5 \(TYP) 110, I I WII4�� I ;° F � ° z � � 4s :: I I � � PAD 14 2 ° PAD 149.0 � _ 4115-SD PAD I �` I �?� =0.005 III I II Iq� I PAD PAD PAD\ 220 0 139.6 I I I 50'7 0 38 \48 42 N 48 38 \ 42 48 49 I IoI \ \ 1 ■ I 137.9 \ 138.2 138.9 ^ `� \ I I 5 PUE 5 PUE RVT DDI TG 144.84 I 3 1{ IIII:: I Bo' PAD 3s "s� s =o.001 ' I ° :` I \ M M M I .? . I IG 1 1.91 \� I I I N pII \ 139.5 I; I� I 23\ • \Q 100 10o III 5I II 73 73' �- 73' 68, M 232 233 2 4 235 6 237 23 239 2 O \ III p: I I \ I. I I \ I I I Z: 140 \� 141 126 \ II o I 16" ORN 227 228\ 229 230 231 \ I `.r : I -1 - ^I PAD N \PAD 1 PAD N PAD N PAD 0 PAD N PAD PAD 0 �;r Io oI Q \ 165 \156 ra... 1 \ N 3 00 N \ � \P AD M PAD 137.8 PAD PAD PAD PAD 139.6\ 1 I I 140.9 141.5 141.9 142.3 142.8 143.4 143.8 144.2 I o J PAD 146.0 ° PAD \148.6 I J := I PAD I�AD / Q I 1 to 138.4 139.0 SDCB TC 138^71 SDCB TC 138.71 \ \ I I J \ I t I 149.4 150,\0 1 PRVT SDDI TG 138.44 15 "IG 134.58 OU PAD i, ( �£ Ir a TREE E ( \ 137.7 SDCB 1 6.50 n 15 "IG 132.59 OU I =• I 144.5 ° I \ I ' TYPy 6� \ 57 52 REMOVED 15 IG 1 0.6 OUT 15 IG 133.20 " I I », �\ SSMH 5' PUE \ o G SDCB F�136.4 PRVT SDDI TG 137.34 SDMH 15 "SD S= 0_1000 I ~ I 15 "IG 132. -1 OUT 15 IG 133.75 36 IG 131.75 OUT 36 SD, S -0.00 0 ;;. r� 100 0 -� ) - - -- - - -- -- - -- -- - -- I -- - - 121G 129.1 OUT - - -F -- -4 -- - - - -- I Q N` 41 �. - r - -T 42 38 _ 48 T _•j 52' \ I 0 I�� t.. ..i . 1• I I LL n.ro ST _ 1 9 1 8 I - , 3 3 SSMH• - 15 SD S• 0.0050 • n 1�4 1 1 57 0 \ W 48 SD S+ 0.0166 0 0• % 12 SS S= 0.0050 NE 12 SS S= 0.0050 J FG 3.15- •� I \ I I 15 IG 132.32 T - - - - �p T " PAD 143:7 ° oRN fHP 36.93 „1.3% 48 IG 130.70 U� - FG 138.51 G 139.21 G 139.75 42 SD S= .0063 - " :, OI PAD 148.2 15 "SD S =0.0 50 " 0.5%.� LP 136.43 F 136.9 48 "SD S 0.0166 15 SD =0.00 8 W ' �I I -' I :; ' I j P A b\ PAD F HP 137.00 SDMH FG 138.9 FG 139.66 I o FG 143.09 SSMH \ I n n I I I I I I I o 212 48 IG 130.27 OUT C2 64 C? FG 139.75 \ FG 142.76 CZ 0 FH , I 12 IG 130.72 OUT 100' 100' 1`•'• SDMH 14 .8 \ I 8 149 4 \ I I ' W 1 �C1 ,,, E ... 30Q 15 IG 140.93 OUT FG 137.10 G 138.51 ... - E SDMH O SDDI n I I n I • , .,. 1 � 5.23 OUT 134.52 OUT SDCB TC 6.50 � IG SDCB FG 136.48 \ 1 " 12 IG 13 \ I 57 52 " 48 "SD S =0.001 SS H I o I- ° �+ ' x 1 = 05 ` t 12" 128.45 OUT I ;: ,nI 163 X58 FIN L E�IGN \ N ;; : \ \ 30 \ LOCATIO� I U � SDDI 12 "SD S= 0.0200 \ .r I �� PAD 145.2 ° PAD 147.7 3 N PRVT SDDI TG 143.23 ..:. > :• ;,.:::.,.:' I . TO PP 0 L B I \ \ �2 VA rN I "• x J In I 2 T 2 -24 "X38" SD SDMH \ ''' " ?'' `' `'':•:. ,' U I 2.5' SWE TYP. I . ' ao O 5I "SD 15 "IG 141.20 T \ \ CITY OF IROWN T P�'A�'RK J S= 0.0020 " 12 "SD S= 0.0100 ` -' :'' . I'� r. ) 1 ■ ENGINEERING ST A I I I I a 48 IG 131. OUT \'.': v 3 r I �6 0.0050 SHALL E C ORDI I I x I `' 3 x �` 12 "SD, S0050 / SDD : >•' -." "• I °D �00' I In 12 136.83 136.83 OUT ' N '\ WI F�TUR DEVEL PME T TO 11 # C 0 CO FO `:.. 1 \ I N I `� 1136 137 �30 WET. I I I ¢ I I N I 2 3 T f MA NTENACE :.,' SDDI `' '''` \ <, 4 SW (TYP.) \ \ q I \` / In I ao PU POSES TYP.) 12 "IG 135. 8 OUT +" / �� I 7.5' (TYP) 62 159 1 I 1 . > :�• � I 148.2 PAD Y :° I SDCB T . 135 54 I • . ' I \ o •L IL fl PAD 44.8 PAD 147.3 m F 1 .4 TH I m 148.8 L 28 9 30" RU I \ ..j ( d. I I L N I -CLEAN LEAN NUTRIENTS. I C \ r , R 1 9 � 5 PUE I I ..L :t ,Z I. ■ I 0 N D .•^ 5 52 I• SEPARATING BAFFLE BOX I I o II 4 .4 I a. \ n n I r I o In I 48 IG 129.99 IN 8 SD S- .0050 ~ I D 59 50 r �\ j_] l o I D P 4. » n r r I I 24 x38 IG 129.79 OUT °. 100 100 I I 1 I I IL w SDDI • : <:• •• � � o � I \ n . • I I I 135 134 3o so \J \ I EX 30" a P t•; 12 IG 1371 OUT ` LL N " � 161 160 I- I I = - � S 0 ', �� \ \ ... :> 8 "SD, • _ • -0050 SDDI \ � °I � I � I I • co1 \ I II . 8 "IG 7.59 OUT \ I N I ° PAD 144.3 " SDMH _ PAD 147.6 PAD 13 ...... .... . H RIM: 137.74 t:• 0 1� n 15 IG 140.25 OUT ;..1 in in 15 SD S= 0.0050 148.2 1 :::::.: RE Ol/ 1 0 1 � \ 1% MIN \ •' "'•' �` "�_' 8 "SD, S= 0.0050 SDMH_ `` rCOi N 36 SD, S= 0.0010 iv I_�c: " , � � 3x.48 18" (N) I SWALE TYP. ' '' `' '' SDCB TC 141.31 20.95 30" (s) I I I 1 I I EX SDD L s1 (TYP.) \ :• '.• SDD\ �,:', 36 IG 134.80 OU I ;;' I \ 36 "IG 134.96 OUT 8 IG 1 7.86 OUT ;••.- ''";::. v SDCB TC 144.83 SDCB TC 142.06 \ 1 '\ ITq EDTO I I 0 0 ; ' "I 1 0 DI \ 3\ :', ••. N �I \ 36 "SD, S= 0.0050 \ 15 "IG 140.09 OUT 15 "IG 140.35 OUT \ r ` I \ I 133.4 \ \ : } : v \ c� I r 5 PUE 15 "SD, S=0.0050--" I F-H \ \ 3 I I 0 12 "IG 130.4 OUT \ '• I �� - 1 . - - - -- - - \ -- 9 - - - -J �U' - -- L I I 0 A �\ \ o P D 3 •,:: FG• 144.54 FG 145.74 I rn I I \ vl ..' ° 6 1 .3 � :. � •" 8 "SD, S= 0.0050 � ,R = • SEE SHE % I I �' ° P PARCEL A \ SDDI '' \ SDDI ■ ■ \ ..r:;. �. I T�M �f0� a N '� W 8 "IG �38.04 OUT ��:• 8 "IG 136.86 OUT - a •� °° \ PUBLIC PARK SITE 8 "SD, S= 0.0050 SDDI I 8 "IG 136.66 OUT ?• \ r Jy SDDI :' ••• •' • - -- - - -- - - - - -- SEE LANDSCAPE PLANS FOR FURTHER '•••• '• • • • •• • • -• � • L I ' • :.:.: 8 "SD S= 0.0050 - -- - - -- - - - -- - - - - -- - - - -- I DETAIL IN PARK AREA 8 "IG 138.2 OUT � \ . ,v L N b � LIMIT OF IN ILTRATION BED SDDI SE SHEET 6 SEE SHE 8 CURVE LENGTH RADIUS C1 11.4 20.5 C2 10.8 0 x x x x_ x x � � I�f 41.5 4x4 POSTE R I Its OR P�� YP 19.5 6 F!5 AD 149.0 PAD 149.7 PAD 150.4 PAD 1 it w 0 X16 0 17 0� 18 {�■ \151.1 0 9 1 '20 SEE DETAIC�SHEET 10. l -`� I��; �y,,;! `iii�l�iii�'��'�� :: • o= o� OD SSMH 1 oa c 0 _> 0 U 0 7.5' ( ) S�/ (TYP.) 8 "IG 141.26 OUT \ - w I,l 2.5' SWE � - ►��i��>i� .• iiiiii� +i��` IIII , . � • I 133.1 3� Z w S I 03-a -ewr• T n - - - 8 "W = 1 45.34 148.28 , -" _ GB 145.9 - - � I I I \ � I 1 I I FG 138.29 � 1.0% WIL FLOWER WA 145.37 F Ra 15 D, S- 0.0050 - 1 ••J Q I L J I O r 1 J - I I I 45 4 �8 •8: - - -- •�8. :•48 �. - - - - -3 •38:• - - -4� -- 8 92 O - - J LO - - - I r D>a1 -r - > I I °° '• '° 18 "IG 133.55 OUT -T SD '� SDCB TC 145.39 FG 147.54 �S`': " N ' `` �� 148.87 / m ! No \ \ " CB TC 141.7 �5' PUE 24 "IG 139.91 OUT 24 "IG 140.59 OUT �5' P E SDMH J I I I I II II I o SSMH Z I I I I n 15 I 137.44 OU \ - SS " t- I 1 I 18 IG 132.60 OUT - \ aD ao \ o \ 8 "IG 138.24 OU 1 '' ' I 1 24 SD, S�0.0099 24 IG "142.06 OUT '.,: SDCB TC 147.81 \ o I I 1 I I DCB TC 137.51 \ 1I : , I 15 SD, S= 0.0056 15 IG 143.27 OUT Z I I O " \ I 171 150 SDCB TC 147.81 - ;n 1 I - I 2�4 IG 133.36 OUT 5 B \ \ \ �\ I o : i I I co 115 "IG 143.01 OUT `� 149 1�8 1 119 \ o \ I 3 0 0 , 64 188 PAD 140 (TYP) � \ � � � �Y � , � � � �� 1 PAD 147.2 PAD 149. 15-SD, s= o.0050 ^ „� I PAD 150.8 PAD 7.8 O I I I N O O ao m ro \ ao ao aq� 00 00 00 I- 1. I� O I ' 1\ a zl 1 1 I - q II N '. I PAD 1 9.8 0, 10' 0' \ 10' \ 1 I I o I I. ISSCO ■ . \ o 187 1 6 185 184 183 182 181 18d 179 178 177 176 175 17473 172 I I n Q 1� 70 \ \ 8 IG 143.77 OUT ° I \ \ I I x of °I '� (n 189\ o M PA PAD PAD \M PAD PAD M PAD PAD - PAD PAD PAD M PAD �AD PAD M �AD PAD I I N 100' 100' I J I 54' 55' ° d ( : x N N I 5 BU 140. 141.2 141.6 142.1 142.6 143.0 143.5 143.9 144.4 \ 144.9 145.3 145.8 146.2 146.7 147.2 I t:. I I I > U' I I ( I PAD 139.8 I 57 52 F r , r , r , , , , r W r , , , �I \ ■ III I c : 1 I () 38 48 42 38 48 38 48 38 48 42 48 38 42 48 3 53 I ° I• 1 \ \ \ M X170 151 ,1 1 I r 111542212 "" 0 42 38 47 42 \38 48 38 48 48 38 42' 48' 38 42' 48' 49' o ' I I 147 146 121 3 ' > I Q 190 M \ N \ I I In ;•ol PAP 147.2 ° PAD 150.$5 j' 3 o I ■ M M M '� I :x °° PAD PAD 3 PAD 139.3 19 193 4 195 19 197 _ 1� 199 200 201 �02 203 20 205 20 207 I M ° I - 70' 5' BU I :. I I �■ 151.1 151.7 I� r N \ 56 m \ (TYP) \ F 100 1 0 I I 1 N III I 5 PAD 139.3 PAD PAD \ PA PAD _ PAD PAD PAD PAD _ PAD PA PAD PAD - PAD PAD PAD ^•:. I 3 :', vNi SDMH I I I I °1 139.7 \� 140.1 1 140. 00 141.0 141.4 141.8 142.31 142.7 % c I `' " I a 11: G 138.08 143.1 \ PAD 144. m 144.4 144.8 0 145.3 m 145.7 146.1 r . I o 15 IG 1 2.35 OUT \ I III 3 ' SDMH 191 � � 5' BUE 143.6 \ I ; �I 1 9 152 57' 52' j 24 "IG 132.54 OUT 1 I \ ! 8�IG 129.645 UT 1 00 ! (TYP) _ ! \ ! ! I I PAD 147.0 ° PAD 150.3 I ? I1 \ I I \ I:' I / ( I I I I /I IIII o it I FG 139.73 SDMH SDG� TC 140. , \ 2.5 SWE, \ I I PRVT SDI TG 146.45 °0 I SD B TC 13 .35 6 "IG 31.92 0 T 5' E G 144.35 I \ rn �\ 36 IG 132.17 UT ,, �� \ 1 SD 15 IG 142.62 • � 36 IG 132.3 OUT \ (�•) � -• I I » n I III' I IIII o_ rn �\�\ -38 __ -- 48>- _ - -- ST -,- -- --- r-- 38. - -- _ 48 - - -- r -- - - -48,- 42, -- - 48,- -- -- -- J'��' I \ I S =0.005 I I : •... - - - - - 100' 100' p ■ ti PAD PAD I ii A n I M 1 I II � 24 SD Q- iii r` - SSCO .,S= 0.0050 = V. FG 140.34 8 "SS S =0.0240 :'' :" : .. I 168 153 I 150.5 151.1 I I rn I I "' SD T 3 8 SS S= 0.0050 8 SS S= 0.0240 �` FG 144.96 I '1 I 1 Doti / i o I I III I I ' -..�� s.s: - -ry 1�8 r� - - 8 w - - - - - - - III 1 n o " of \ PAD 146.7 ° PAD 149.9 1_ '= I I 144 X45 122 I \\icI I Q FG 139.39 FG 40.88 FG 144.35n\ ,Q :;_ �1 \ I I ■ e, •I o 11 •, FH 0 .c t �� SSMH I 'i•I I , \ r r r �• . In 57 2 I - 5 I I m - -r 8 IG 7.20 OUT I I M I I ? •73 • .•73:• ••73 •57: I I w 4 •:4 . 8 •48 xa - - - - -- - - - - -- X38 2 - - 100 - -- -- -- -- 100 o W 4- - I s 4 � _ - - PRVT Sb f� T3�4• S . 1 I O IQ Ss n PRVT SDDI TG 137.4 15 IG 132.5 UT FG 139.75 " I ` •' . �'• • r o I 8 IG 131.50 OUT 15 IG 133.07 } } 5 1 1 113 00 �� I� III I I -Ih 3 225 223 222-' r- 21 218 I I a- FG 139.75 \ 01 167 15 I- ? \ 143 PAD 125 I \ I II 1 10 I In 1.0 I I \ \� \ I M �I \ a Y I I _ 150.5 \1 o I t I PAD 146.5 ,n PAD 149 4 I ISSMH \ 1 IIII I I I � � � 1 :_< I PAD 137.8 I I :T �'�:, r o \ 1. RW DEDICATION PAD PAD PAD PAD I n n r i i 8 IG 142.77 OUT Q WIDTH VARIES 139.0 I I " `::' 216 21 214 2 212 211 210 2U9 208 I I �I 1 \ I I I PVT DWY TYP. \ I6' 138.0 X38.4 to 140..25 _ I :: I `� I \ \ ■ I 1 80' o I III N • `' 1 PAD PAD PAD PAD \ �, 100' 100' I : F ^ I PAD DETAIL' SHT.Y$UT I I I q; of xI-5 PUE II 73' 73 ° 73 PAD PAD PAD PAD PAD I :: I Ispr 149.9 I I I I I I III �, N PVT DWY TYP. 68 I - 1 40 7 141.5 141.9 142.3 �, 142.8 143.4 143.8 144.2 144.5 I % I 5 IG 141.64 OUT LO M o I 57' S2' I I \ II 1 ° \ SEE UTIL LAYOUT \ I :•` I I M \ I : I L:L 1 155 4' s (') m 226 N 224 2�1 DETAIL, SST. 8 17 I ; :; I 3 ' I 48' \ 42' 38' 48' 42' \ 38' 48' 53' 1 I 7.5 \(TYP) 110, I I WII4�� I ;° F � ° z � � 4s :: I I � � PAD 14 2 ° PAD 149.0 � _ 4115-SD PAD I �` I �?� =0.005 III I II Iq� I PAD PAD PAD\ 220 0 139.6 I I I 50'7 0 38 \48 42 N 48 38 \ 42 48 49 I IoI \ \ 1 ■ I 137.9 \ 138.2 138.9 ^ `� \ I I 5 PUE 5 PUE RVT DDI TG 144.84 I 3 1{ IIII:: I Bo' PAD 3s "s� s =o.001 ' I ° :` I \ M M M I .? . I IG 1 1.91 \� I I I N pII \ 139.5 I; I� I 23\ • \Q 100 10o III 5I II 73 73' �- 73' 68, M 232 233 2 4 235 6 237 23 239 2 O \ III p: I I \ I. I I \ I I I Z: 140 \� 141 126 \ II o I 16" ORN 227 228\ 229 230 231 \ I `.r : I -1 - ^I PAD N \PAD 1 PAD N PAD N PAD 0 PAD N PAD PAD 0 �;r Io oI Q \ 165 \156 ra... 1 \ N 3 00 N \ � \P AD M PAD 137.8 PAD PAD PAD PAD 139.6\ 1 I I 140.9 141.5 141.9 142.3 142.8 143.4 143.8 144.2 I o J PAD 146.0 ° PAD \148.6 I J := I PAD I�AD / Q I 1 to 138.4 139.0 SDCB TC 138^71 SDCB TC 138.71 \ \ I I J \ I t I 149.4 150,\0 1 PRVT SDDI TG 138.44 15 "IG 134.58 OU PAD i, ( �£ Ir a TREE E ( \ 137.7 SDCB 1 6.50 n 15 "IG 132.59 OU I =• I 144.5 ° I \ I ' TYPy 6� \ 57 52 REMOVED 15 IG 1 0.6 OUT 15 IG 133.20 " I I », �\ SSMH 5' PUE \ o G SDCB F�136.4 PRVT SDDI TG 137.34 SDMH 15 "SD S= 0_1000 I ~ I 15 "IG 132. -1 OUT 15 IG 133.75 36 IG 131.75 OUT 36 SD, S -0.00 0 ;;. r� 100 0 -� ) - - -- - - -- -- - -- -- - -- I -- - - 121G 129.1 OUT - - -F -- -4 -- - - - -- I Q N` 41 �. - r - -T 42 38 _ 48 T _•j 52' \ I 0 I�� t.. ..i . 1• I I LL n.ro ST _ 1 9 1 8 I - , 3 3 SSMH• - 15 SD S• 0.0050 • n 1�4 1 1 57 0 \ W 48 SD S+ 0.0166 0 0• % 12 SS S= 0.0050 NE 12 SS S= 0.0050 J FG 3.15- •� I \ I I 15 IG 132.32 T - - - - �p T " PAD 143:7 ° oRN fHP 36.93 „1.3% 48 IG 130.70 U� - FG 138.51 G 139.21 G 139.75 42 SD S= .0063 - " :, OI PAD 148.2 15 "SD S =0.0 50 " 0.5%.� LP 136.43 F 136.9 48 "SD S 0.0166 15 SD =0.00 8 W ' �I I -' I :; ' I j P A b\ PAD F HP 137.00 SDMH FG 138.9 FG 139.66 I o FG 143.09 SSMH \ I n n I I I I I I I o 212 48 IG 130.27 OUT C2 64 C? FG 139.75 \ FG 142.76 CZ 0 FH , I 12 IG 130.72 OUT 100' 100' 1`•'• SDMH 14 .8 \ I 8 149 4 \ I I ' W 1 �C1 ,,, E ... 30Q 15 IG 140.93 OUT FG 137.10 G 138.51 ... - E SDMH O SDDI n I I n I • , .,. 1 � 5.23 OUT 134.52 OUT SDCB TC 6.50 � IG SDCB FG 136.48 \ 1 " 12 IG 13 \ I 57 52 " 48 "SD S =0.001 SS H I o I- ° �+ ' x 1 = 05 ` t 12" 128.45 OUT I ;: ,nI 163 X58 FIN L E�IGN \ N ;; : \ \ 30 \ LOCATIO� I U � SDDI 12 "SD S= 0.0200 \ .r I �� PAD 145.2 ° PAD 147.7 3 N PRVT SDDI TG 143.23 ..:. > :• ;,.:::.,.:' I . TO PP 0 L B I \ \ �2 VA rN I "• x J In I 2 T 2 -24 "X38" SD SDMH \ ''' " ?'' `' `'':•:. ,' U I 2.5' SWE TYP. I . ' ao O 5I "SD 15 "IG 141.20 T \ \ CITY OF IROWN T P�'A�'RK J S= 0.0020 " 12 "SD S= 0.0100 ` -' :'' . I'� r. ) 1 ■ ENGINEERING ST A I I I I a 48 IG 131. OUT \'.': v 3 r I �6 0.0050 SHALL E C ORDI I I x I `' 3 x �` 12 "SD, S0050 / SDD : >•' -." "• I °D �00' I In 12 136.83 136.83 OUT ' N '\ WI F�TUR DEVEL PME T TO 11 # C 0 CO FO `:.. 1 \ I N I `� 1136 137 �30 WET. I I I ¢ I I N I 2 3 T f MA NTENACE :.,' SDDI `' '''` \ <, 4 SW (TYP.) \ \ q I \` / In I ao PU POSES TYP.) 12 "IG 135. 8 OUT +" / �� I 7.5' (TYP) 62 159 1 I 1 . > :�• � I 148.2 PAD Y :° I SDCB T . 135 54 I • . ' I \ o •L IL fl PAD 44.8 PAD 147.3 m F 1 .4 TH I m 148.8 L 28 9 30" RU I \ ..j ( d. I I L N I -CLEAN LEAN NUTRIENTS. I C \ r , R 1 9 � 5 PUE I I ..L :t ,Z I. ■ I 0 N D .•^ 5 52 I• SEPARATING BAFFLE BOX I I o II 4 .4 I a. \ n n I r I o In I 48 IG 129.99 IN 8 SD S- .0050 ~ I D 59 50 r �\ j_] l o I D P 4. » n r r I I 24 x38 IG 129.79 OUT °. 100 100 I I 1 I I IL w SDDI • : <:• •• � � o � I \ n . • I I I 135 134 3o so \J \ I EX 30" a P t•; 12 IG 1371 OUT ` LL N " � 161 160 I- I I = - � S 0 ', �� \ \ ... :> 8 "SD, • _ • -0050 SDDI \ � °I � I � I I • co1 \ I II . 8 "IG 7.59 OUT \ I N I ° PAD 144.3 " SDMH _ PAD 147.6 PAD 13 ...... .... . H RIM: 137.74 t:• 0 1� n 15 IG 140.25 OUT ;..1 in in 15 SD S= 0.0050 148.2 1 :::::.: RE Ol/ 1 0 1 � \ 1% MIN \ •' "'•' �` "�_' 8 "SD, S= 0.0050 SDMH_ `` rCOi N 36 SD, S= 0.0010 iv I_�c: " , � � 3x.48 18" (N) I SWALE TYP. ' '' `' '' SDCB TC 141.31 20.95 30" (s) I I I 1 I I EX SDD L s1 (TYP.) \ :• '.• SDD\ �,:', 36 IG 134.80 OU I ;;' I \ 36 "IG 134.96 OUT 8 IG 1 7.86 OUT ;••.- ''";::. v SDCB TC 144.83 SDCB TC 142.06 \ 1 '\ ITq EDTO I I 0 0 ; ' "I 1 0 DI \ 3\ :', ••. N �I \ 36 "SD, S= 0.0050 \ 15 "IG 140.09 OUT 15 "IG 140.35 OUT \ r ` I \ I 133.4 \ \ : } : v \ c� I r 5 PUE 15 "SD, S=0.0050--" I F-H \ \ 3 I I 0 12 "IG 130.4 OUT \ '• I �� - 1 . - - - -- - - \ -- 9 - - - -J �U' - -- L I I 0 A �\ \ o P D 3 •,:: FG• 144.54 FG 145.74 I rn I I \ vl ..' ° 6 1 .3 � :. � •" 8 "SD, S= 0.0050 � ,R = • SEE SHE % I I �' ° P PARCEL A \ SDDI '' \ SDDI ■ ■ \ ..r:;. �. I T�M �f0� a N '� W 8 "IG �38.04 OUT ��:• 8 "IG 136.86 OUT - a •� °° \ PUBLIC PARK SITE 8 "SD, S= 0.0050 SDDI I 8 "IG 136.66 OUT ?• \ r Jy SDDI :' ••• •' • - -- - - -- - - - - -- SEE LANDSCAPE PLANS FOR FURTHER '•••• '• • • • •• • • -• � • L I ' • :.:.: 8 "SD S= 0.0050 - -- - - -- - - - -- - - - - -- - - - -- I DETAIL IN PARK AREA 8 "IG 138.2 OUT � \ . ,v L N b � LIMIT OF IN ILTRATION BED SDDI SE SHEET 6 SEE SHE 8 PARCEL A CURVE TABLE CURVE LENGTH RADIUS C1 11.4 20.5 C2 10.8 I C3 t 1 , I�f 41.5 19.5 R I Its OR P�� YP 19.5 6 F!5 13.2 20.5 it S {�■ -�.�_-�-_ �-_��_-�-_ t�Lll�a�.��- � SEE DETAIC�SHEET 10. -`� I��; �y,,;! ��iiiiii�iiiiiii `iii�l�iii�'��'�� :: • I► � I,l ��Iiiiiiiij�iiiiiiiiiAi�� ►��i��>i� .• iiiiii� +i��` IIII , . � • I 133.1 Wiiii�0iiiiiiiiliiiiiir�iii,� ., � 1 PARCEL A CURVE TABLE CURVE LENGTH RADIUS C1 11.4 20.5 C2 10.8 I C3 30.6 19.5 C4 41.5 19.5 12.6 19.5 6 F!5 13.2 20.5 8"IG 136.53 OUT t S=0.0050 T • 277 278 ��I�� ►�!I►`Q I SDDI III ,0 1 11 11 ■ _[_ ■ ■ _ OUT BIO-CLEAN NU�RIENT 8"IG 136.59 OUT 511111 IN !!1!!!!lIIL�IL�■ �� ■ ■�■ �!llLllll >• E •�Yj!1.��!! !!.. ; • • • •� • • . -� s. • - II ll�ll�l�!!1!!1!� � I■■1■ mill1!!!��'�� , 'MUM ,� l>�•��►i�ii�i�� ►jVi�� on-in . 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J J_ 2 a J H W ICI 0 40 100 SCALE: 1' = "I 3 Z Q U Z J D 03 11 Z O 0 s U Z (� ' o� c - aVcOv W 0 J a: LE > O�n 0 O U 04 co o° I Z n1 J O a ZN �0 Q Z J 0 Q W Q Q am Z w °Z Q I J J I 0 =U Q Q Q a IL W W oQ ^0 W I Z 10 LL. 0 J Q Q W°JN L/u/ 0 LL V� 0 CD 04 JOB N0. 11 -114 SHEET NO. OF 10 SHEETS rn of \S DCB TC 141.31 "IG 134.96 OUT 5' PUE 135 4 - -1 -161 -- -1��Q--- 163 7,'ev F 7777.- 7.7. Am 0 WARM SEE SHE q 5 4 STONE-1AN - LP 141.30 -3.5% ,-G 143.67 A S 0.006 �65 144.54 36 SD S =0.0 66 -r- - - -- --- - - - - SDMH L 5, P�E 36-IG �38.03 OUT SSMH SEE SHE 8 OD 12"IG 133.42 OUT SDCB TC 141.31 0 0 0.0050 36"IG 135.1Q OUT 15"SDO 276 277 278 SDCB Z 144.12 PAD PAD '00 ILI 'boo, SSMH 41 248 15"IG 139.�7 OUT V ul ■ - 146 '0 12"IG 1311.84 OUT2 S6 to .5 - 147.0 PAD �11 4.3.4 PAD 146.4 15'SD, 0.0050 00 I NEE& ILL. 1001\ 100' 0 DC8 TIC 144.12 11 15"IG 140�23 OUT tf) I- I SA En 59, 50' c:1 00 LO co 0 2.5' 57' 52' 4) .Yw 11 242\ 249 (TYP En 0 0 En ;. 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' I 65' 40' 48' 8' 47' 38' 47' 38' 47 PAD D 157.4 PAD 159\.4 :_;' \ 1 1 I \� -�-" 11+ 1 I I ti 15 IG 144.08 OUT < ' I 87 0 \ � E ( ) \ 4' sW (nom SSMH \ Q 15" SD S= 0.0050 ; :* 1 PAD 149.7 89 90 "' 91 X92 94 `° 95 96 1 \ - - ; 1 m 1 8 IG 2.45 OUT 1 F�i � I 1 f X93 In 123 .. - ••• - \ •- . - \.- . _� ' �� I I I O O I- co PA PAD PAD �D SAD PAD I E I +� 1 \ 12 "IG\11 o our 1 �- 0 ^126 127 I 1 150.2 151.0 151.5 152. PAD \PAD 154. 155.0 I °° . I \ \1 1 37 1 � I 152.9 1 3.5 �,:�- 41 ... I I \88 .0 5 BU E co Imo'. 1 PAD PAD I to \ (TYP) \ \ ,' PAD 156.9 PAD 158.6 \ • I 1 150.5 \ 149.7 1 PAD 1\49.7 1 ! I F 1 ... ... 143 - ... 0 1 Is. 11 I _-I I a QZ 52' 1 I I \� \ I ;� \ I I 1 \ .\ �� I 0 0l \ I I m I 1 Io o x J O SDCB TC 148.20 5' PUE SWE 7.5 ) J : I \ \ I 1 \ ,:.io , d8� I I I a 0 0 � a Z N \ I 15 I 14-65 OUT - - - ) - 4 SW ( ) - - \ ��y :•:` I \ / Ito Im � III IL 129 r I " SSMH >: 1 PAD 161 .1, \ 10 I 1 I I 0 __ _ \ w\o ` -� - - 48 37- -- __37,- - - 48<'. - 3-> 8SG 9.77 0 \ I ::i I / 8 IG 155.13 OUT / �(n ; I I� I� 3 I Q Z 1129 128 i� 1 III- ; ,4 u� _ _ \ I 4' sW (TYP) I \ I� x \ SSMH I m Vo n FG 152.39 :.:`s,� \ 49 42 �� I �37� N ° 381 I �1 2;5 SINE (TYP) / / PR SDI I� ; I I Im _ r m 1 ao 8 "IG 140.48 OUT 0 o iv -•1 1% _ t AD 156.4 PAD 157.9 1 1 IL 5 PUE 5 PUE 12 IG 157.50 to I- - - - - - 1l- - \ `� - ~I- 2 I I 1 ;1- I III 7 s s s= o.o,50 : \ \ PAD 58.1 PAD 161.7 :,� - ... I \ °c PAD FG 154.48 1 1 NI ' PAD \ 149.9 148.9 1 ,.. N _ WELCOME LAC 152.39 R =2p' I - ..` s - -1 J 1I1 SDMH :. • .,:,: :, .•... •. , 24 IG 142.89 OUT 5Sz 48 38 4 _ _ 48- 38- -48 \ 1 15 PRIVATE STORM DRAIN NAL GHT 52 57 � f - - - - - - - - - - � 5 PUE / �s 48 � 0D \ \ \ I 1 o EASEMENT � �yNKrNG� c%Ir W O I FG 154.18 \ 3 1 / l01 1, z I ^� "= f f f I f LO • 1 1 �\ 15 SD, S 0.0 50 \ / 1 I V o I N \ _ . ,�, PAD 155.9 PAD 157.1 I +. J PRVT " a '� 97 N 1 , s i I I lo. I 'I a� 2.5 1� Q am \ 15 IG 143.13 OUT 1 III �I 1Q 6 I - ... - ... I I- I Z 1 15" SD S= 0.0050 I? cn III ^, PAD14 105 104 1C�3 102 101 100 99 PAD 153.6 \� `� `�'� \ SSMH 1 ...�� - I 387o I „: I I Q� U o x� Q o I - 1 0 :, I 65, a 101' ... .. ;: ' 1 AD l0 1 ,I �,of I I\ I 1 \ co 58 2 8 "IG 149.98 OUT 143 i o 9 0 1 1 >¢ PAD PAD PAD PA6 PAD PAD I PAD o �� v, W 's I 1 9� 8.8 149.5 150.2 150.9 151.5 152.2 152.9 \ -.> ° \ \ \ °,° - °.° .1� 1 : ° _ / �N 1 ;I am I I I x II D I III 130 131 f N a o ; . N : °I \ . ;I �� \ :'' I 1017 M � - / o 98 \ a r. 1� :. o \ o _j ru PAD PAD I I P 48.1 M �^ �M 38 '� PAD 153.6 1 : ` - -� - �- 44- \ ° I\ � _ - / 1 ''; 3 1\ n\ 15 1 �I w I I I II p Q 1 :.. I PAD 154.0 PAD 156.1 \ I �:, I _ _ i / I : ' ! 1 12 IG 1 66 3o OUT - 3 1 J `n I I x I Z W Q Z I N o II w 149.3 148.3 1 ,':: I b\ 38' 48' 3 ' 48' 38' 48' l 48' 90' '�' :I 'n I 375 38� I : °p II I \ a I I Q � r•:. �- •.• - ... .. I -} II - Z 52 57 1 I I 65 48' 48' 48' 48' 48' 48��s 48' 60' SSMH'- \ 206 �` W 1 50' 59' <: i. I 108 \ I I :.' m 8 IG 148.4 OUT N jIl AD \157.1 1 `1�A�160.2 - ... _ I 1 I J J_ " I 1 1 o " 2100' 100' I N P 1 _ �I I I' I 133 132\ PAD 148.3 m SSMH I \ I =� I I 24 "sD I cq 110 111 \ 112 113 1� 115 116 117 8 "IG 146.,2 our I " - \ N HAD s= 0.0070 " I 1 65 \ 46 45 1 15 S = 0 0 'sa In 3 - " SDMH 15 SD, S- 0.0050 1 - _ - I ` ; I NI 0 Q Y 1 I \148.7 ^ PAD 147.7 I'�I 109 PAD PAD \PAD PAD PAD PAD PADA� -': 1 - - -PAD 153.0 PAD 154.4 SIG 147.60 OUT a . \ 1 ; I I- 3 :1 III TC Imo.: 149.0 cN 149.7 84 1 0.4 51.1 � 151.7 � i-52.4 153.1 c 153.8 1 F 1 sD TC 152.19 SDCB TC 152.19 1 1 Io a: 5 SDCB TC 146.71 I PAD 148.3 ,N \ SDCB TC 151.01 co 15 "IG 47. 4 OUT IG 147.84 OUT \ 15'166 52.99 OUT N' I ; I-- I J Q \ 15 IG 142.07 OUT \ \ 1 1 15 IG 146.47 OUT 7\ I " SDCB TC 157.5386 I I ; I I o I Q a 1 SDCB TC 146.71 \ I 15 SD, S= 0.0050 I ;n , 15 IG 153.25 OUT a 15 "SD, S= 0.0050 15 "IG 142.17 OUT ! \ ! \ ::. 15 "SD, S= 0.0050 15 "SD, S =0.00 I \ \ \ , Y \ n SDMH SD, S= 0.0050 \ 5 PUE SDCB TC 151.01 18 SD, S= 0.0050 SDMH ; r� I PAD 159.6\ 15 I 1 ; I I I I W w 24 IG 141.93 UT :" _ _ - - - 3�G 121 OUP ; ' ' II - - 8 "SS, S= 0.0900 "' '' ` \ 24 "IG 151.92 OUT /yo, . , ' II 1 15 "SD, S= 0.0050 a ; I I W 58>- _ -- �- 48_ _ 8 _ 48 _ 48 48 -- - 52� 1� - -T -- -95 - _ I II '` -- -- - - - - -- - ,- - - - - -- p ,nl PRVT SDD� -- -� -� I I I I 1 Z n •ISn+ --ice.. r � / w 1 O I / 0 0 - 12 IG 155.30 OUT I I SSMH 0 1 I (n iA fn 1. N FG 147.70 F• •151.03 \ G FG 1.51.79 8 IG 151.15 OUT 0 ........ .. ° � '�•• V1�Q�RMSTONE WA ••:::..: -,�.�•:::'._•. -.T �••152.48-/ I .•:. ,•:,.::..:. -- - - - - -- - - - - - -- ! �� 0 m FG 153 43 '•'•" `' � : ':, .::.. •..,.. ,. „ ..:.....� . • WA STONE W Y FG 156.28 , I " D -0. '' - PRVT 12 "SD S= 0.0200; I I I I I I / II Cc . j 15 IG 152.54 �ClT 1 I v �S� �0 MIN MIN MIN 1 .r I � SEE EET 8 SH 1 - I 1 I I _ I . r. I _ I 8 ss s o.o, 00 1 I I 278 79 ,� r T 3 305 306 307 336 5 PUE 1 354 355 -j: _ \ 1 ' \ 337 �; _ E SHEET 8 \ I I \ 374 j� 383 384 R 385 T 1 I► �I I 0 SEE SET 8 I SHEET KEY SCALE: 1"=500' 0 40 100 SCALE: IN = 40' Ip Q i W rL0 Q Fa z � r W JN W aU o It o �10Q JOB NO. 11 -114 SHEET NO. 7 OF 10 SHEETS � I ■1 11 � ■ ■� - ■ �11'!!!!!1� MEN ��I�illi� �� ■ ■1■ �� ■■■■ on I■■■■ on on son son son +` rl \ .� 111111111111 HlIE ��1■■� ■■■■ �■■� __ 1 SHEET KEY SCALE: 1"=500' 0 40 100 SCALE: IN = 40' Ip Q i W rL0 Q Fa z � r W JN W aU o It o �10Q JOB NO. 11 -114 SHEET NO. 7 OF 10 SHEETS h Q 0 �i N rn 3 a h W 3 a i 0 w)1 I 1 \ I I \ I I \ 8' 12' 12' :• ; PUE - - - .. _132\ :�� _109 _110 _ 11 11- _ _ 113 _114 _ _ _ _ - . ' I Z ir W 1 _ 115_ �-- _ , 117 �� 46 45 J \3�5 382 386 I I \ Q Q II t� i �' J J ww - r'r'r: -tr-:. r � - 1 I O •i W W O i Y :•o I i I I n ro I Fn SEE SHE ,7 n ________________ WAR STONE WAY \ . SE ..SHEET 7 1.3� • 8W 8W WARMS ONE WAY \, I _ . . . a 1 F 9 1 1 - I I _ _ _ - - - - - - -- _ _ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • N I II -� G' ^ -,` 0 24 SD S= 0.0100 24 "S S= 0.0100 ��Q FG 149.76 24 SD S= 0.0100 F 151.03 FG 151.79 24 SD S= 0.0057 FG 152.48 j /' 21 °• •H , l=H� `•6 • I + a.l r SDMH I �3' _i T 102 31" 5 •100 •1. 50 52 ----- - - - - -- ;. iL :� 36 "IG 13P.81 OUT SSMH SDMH -•" '� SDMH SD I 24 "SD S=0.0154 SSMH I ' I N 9 11 WI " " \ 4 "I 143.37 OUT 5 PUE 1 SSMH n \ ; I I I .2 15 SD, S 0050 „ I 12 IG 134.93 TOUT G 4 1G 145.79 OUT 8 138.72 OUT 354_ 355 24 1G 147.18 Ou 1� • .: \ 8 IG 150.81 OUT ; I I 15 SD, S= 0.0133 5 S 3315 "SD, S= 0.0050 " 1 S 15 "SD, S= 0.0050 SSMH ° I I I S 9 22. 27 279 r 1:" �1 306 _ 307 _ : I " �\ ° , OD 8 pp V O 305 , �I.:� SDCB TC 148-78 -336 s D. o �l PAD 151.9 AD 153.6 8 IG 14 32 OUT ° e I I I co 1, + ao (0 SDCB TC 148.78 rn S 0.0 50 "1 „ PAD 151.9 SDCB TC 150.75 SDCB TC 152.18 I I I r m ■ PAD PAD 146.5 I I PAD 148.9 PAD PAD `O "IG 143.98 OUT I'n'= I 1516 i 24 OUT P-AD � r. SDCB TC 150.75 15 "IG 147.62 OUT I 15 IG 146.08 OUT I ' 1 15 "IG 146.34 OUT W 147.5 SDCB TC 146.7 149.4 149.9 I 150.1 - - _ I i 1 \ 15 "SD, 5= 0.0050 = , _ 5 IG »141.93 0 ; :' I SDCB TC 146.57 \ `308 I '' ( 15 SD, S= 0.0050 0 " 1 ' 1 Iu 15 "IG 142.03 OUT >'8 \ 1 I \ \ 1 .': I �•' I • \ » SDMH \ \ l� ; I I I I 1 W 15 "IG 141.79SOUT I 1 PAD 14 .9 1 o I 1 \ �� I I x ° , ,� 1 I 5 59' I o I 59 50 50 60 ° I 7.5' SDCB TC 152.8 � \ \'S 1 I 31 NEER * (T� " T T s 52' S7' '` cn i I 57' S2' 52' 8' N , 3 5 338 I ,1 353 36 4' SW (TYP)__.1_ , I 15 IG 147.72 �UT \ • \ ° I I \ \, 5 A b�,L \ \ 1 1 '► r I \ 15-SD, = 0.0050 \\ s • \ , I Y Q 5 m I ; ° \ I In 1 PAD 149.6 - PAD 151.4 '� PAD 151.4 ° PAD 153.3 g ° \ I \� J p� o`` m 00 1281 >R 280 I : _ I 4 303 310 %09 N \ r A: 1 '� TTEL LY O M OI > 1 PADD I I 148D PAD 149D2 142 \ I h 1 \ PUE 32 I~ 5 PU� 5 PUE �1 ` If 5 PUE s3\ \ I I ►� 147.0 ;r, 146.0 �, : „ ' ' ' 374 383 \ 384 T \ 385 I I I a ,� Ir, \ -to I s I \ 00 I I I I °' �o Z W \r;• 3 : "l � n r` n SDMH I '. � � I I O O H b P ao `' I PRVT SDDI T 145.99 \ 5" G 141.23 OUT Q I 339 \- I \�2 357 �� I ':: I\� PAD 156.4 ° PAD 158.1 \PAD 159.1 \ PAD 158.6 I I I I� I I PRVT SDDI TG 144.70 I `. I 15 "IG 139.06 OUT SDC TC 1 4 15 "IG 138.6 OUT = »� I I,°n ° \ \ ° 15 1 1.43 o T ` 3 I PAD 149.1 c, PAD 150.4 PAD 15b:4 PAD 152.9 \ I ;'L� \E- °•° - °•° -� ° - °.° \ °.° �� . °. ... .•. 52' S7' S7' 52' S2' S8' \ I : I I o I \ 2.5' SWE (TYP),-4- I \ ; I O \ I:. m o I I loo, 101' 1 I o 1 \ 333 340- 1 N \ 351 X358 BnIG 141.29SOUT = '' 1 \ \ 1 N I , �►I I � PAD 148.6 - PAD 150.0 \ f I ry PAD 150.0 ° PAD \152.6 o I Q 1 \ I i I 2 I o /III MH \ °• 1 8 IG 139.08 OUT � I `.� � ": I 10 00 f / 75 (TYP) X332 341 i 3 :: 350 35 373 ° ° 3\72 • 371 37� 4 SW (TYP) \ 1 I / PAD\148.1 °PAD 149.8 \ I I PAD 149.8 " PAD 152 2 I° ' I PAD 153.5 I PAD 15.7 ° ;I \ I J II °: • I : ••� I � °•• I PAD 14.0 AD 154.6 �Y � / , I I i 8 "IG 140.12 OUT ml:If I I \ I \ ' % / / Q SDDI Z 1 5' PUE • \ _ " , I O J ," I \ \ \ \ F -L 151.8'184(SJ I I I I I 2 O ' \ \ II xl w I \ FIB 9 360 \ 1 Jill I d 331 342 _ r PAD 147.6 - PAD 149.5 1 �� PAD 149,\5 ° PAD 151.9 1 I N ! t• :1 vl II I I \ = SD H 15 IG 1138.35 OUT \ „ I 2.5' SWE TYP \ :1 2.5' SWE TYP 1 : m " „ - 15 SD I (TYP) I ( ) \ 1 1 l5 SD S =0.005 - \ \ I = 10( 00 287 1 I 1 \ 97 298 315\ 316 1 \ PUE- -12a6 ° ° 3 I I c°'o 7. '' (TYP) I I 5' ° \ - \ Ii L I I '� 4` SW TYP \ I I \ N \ 62 \ ,;: I III P D PAD PAD PAD 146.0 „\ 330 343 I I I ( ) 348 \ 361 ■- 11PAD PAD � `s'' � 24 SD = 0.0026 � 1 I SDCB TC 149.28 ,Or ` rd 146.1 1 146.5 M 147.0 M SDMH I 15 "IG 144.74 OUT * ri 45.0 r 144.0 '� n r 1 ^ 1 24"I 140.27 OUT SDCB Tc 5.57 PAD 147.1 PAD 149.2 I � PAD 149.2 F�QD 151.5 _ 1 I " I" t 15 SD S= 0.0050 1 \ 1_ I 24 IG 140.21 UT o ' of _ �� SDCB 1 145.57 \ `nI - - M I 24 "IG 140. OUT 24 'SD, S= 0.0026 Im I \ \ I'n �� 102 S7' Q 52' 9 18"SD 8nW \ \ \ •_ 5 =0. 020 1 1 4 II - - - - - - - 1 t.l „ „1.5� \ FG 152.82 ° - 0' 1 " 1 t �G 141 S 5'� - - - - - 142.35 OUT - FG 149.27 - - _ - II �S'� 7 .. -r� �Q I 18MG 139.43 OI�T 34 3 8 IG 1..: - � °'- rC 7 SSMH I 289 288 1 1 Iln `30• ,` F - y 12.1 I PAD I 0 I 296 �?5 318 317 �' _ - - - FG- 146.x3 - o Y, PAD 148.9 PAD 15 .2 WINDCREST COURT ' �� o 1 QPAD ,.' :. „0.8� 15 SD S= 0.0026 1 I .' 8 "I 144.25 OUT 143.3 r : I PAD D P PAD - WINGS EM WAY_ /� I z' �_: r- 144.3 SSMH -- 0.5% � „ I I 145.4 1 5.8 14 °3 145.3 - s "w��46.16 8 "W I SDMH - - �Q2' - - -- - --- �oQ'- - - - - -- .....100, 1, ^ 8 IG I "OD I I 18 IG 144.06 OUT `,�`L� 137.26 OUT ,:': `.', �i M SDMH _ FG 146.22 0 / I SDCB TC 149.28 , \ r n n 15 "IG 140.81 OUT ,4 :- ;.5. :• ^ 1n 18 "IG 4.46 OUT L 5 PUE II o I 14 s -X\ ply m I I I SDMH I :::.:..; • 4$. ` - - ..... .48_ - - 1� I \ / \ d . °. Q W 24 "IG 137.33 OUT 1 I W 1 I SDCB TC 143.8 0 - - - FG 146.93�s" ,•'` I c0 I 346 363 I I :' 1 ° - 6�- ml - A 15 I 41.01 OuT , ° 18 SD S= 0.0050L \ I w p " IL 49' 48 I 57' 5 "SD S =0.005 1 SDMH 24 "IG 138.75 OUT . 1 f \ Ir282\- I•M .. X283 1� PAD _fa'AD� Ir I -�� I \��V -- 146.3 145.3 1 ,< RAW - �_ I - - - -•�- - - -�- T - - - - - - - -- 52' S7' 1 1 284 1 al 1285 PAD 1 PAD 145.7 144.7 - - 301 SSMH 8 "IG 136.39 OUT 1 PRVT SDDI -TG f4�43 - -• 24 "IG 138.5 OUT PAD ^ 52' 57' PAD \ I:. m o I I loo, 101' 1 I o 1 \ 333 340- 1 N \ 351 X358 BnIG 141.29SOUT = '' 1 \ \ 1 N I , �►I I � PAD 148.6 - PAD 150.0 \ f I ry PAD 150.0 ° PAD \152.6 o I Q 1 \ I i I 2 I o /III MH \ °• 1 8 IG 139.08 OUT � I `.� � ": I 10 00 f / 75 (TYP) X332 341 i 3 :: 350 35 373 ° ° 3\72 • 371 37� 4 SW (TYP) \ 1 I / PAD\148.1 °PAD 149.8 \ I I PAD 149.8 " PAD 152 2 I° ' I PAD 153.5 I PAD 15.7 ° ;I \ I J II °: • I : ••� I � °•• I PAD 14.0 AD 154.6 �Y � / , I I i 8 "IG 140.12 OUT ml:If I I \ I \ ' % / / Q SDDI Z 1 5' PUE • \ _ " , I O J ," I \ \ \ \ F -L 151.8'184(SJ I I I I I 2 O ' \ \ II xl w I \ FIB 9 360 \ 1 Jill I d 331 342 _ r PAD 147.6 - PAD 149.5 1 �� PAD 149,\5 ° PAD 151.9 1 I N ! t• :1 vl II I I \ = SD H 15 IG 1138.35 OUT \ „ I 2.5' SWE TYP \ :1 2.5' SWE TYP 1 : m " „ - 15 SD I (TYP) I ( ) \ 1 1 l5 SD S =0.005 - \ \ I = 10( 00 287 1 I 1 \ 97 298 315\ 316 1 \ PUE- -12a6 ° ° 3 I I c°'o 7. '' (TYP) I I 5' ° \ - \ Ii L I I '� 4` SW TYP \ I I \ N \ 62 \ ,;: I III P D PAD PAD PAD 146.0 „\ 330 343 I I I ( ) 348 \ 361 ■- 11PAD PAD � `s'' � 24 SD = 0.0026 � 1 I SDCB TC 149.28 ,Or ` rd 146.1 1 146.5 M 147.0 M SDMH I 15 "IG 144.74 OUT * ri 45.0 r 144.0 '� n r 1 ^ 1 24"I 140.27 OUT SDCB Tc 5.57 PAD 147.1 PAD 149.2 I � PAD 149.2 F�QD 151.5 _ 1 I " I" t 15 SD S= 0.0050 1 \ 1_ I 24 IG 140.21 UT o ' of _ �� SDCB 1 145.57 \ `nI - - M I 24 "IG 140. OUT 24 'SD, S= 0.0026 Im I \ \ I'n �� 102 S7' Q 52' 9 18"SD 8nW \ \ \ •_ 5 =0. 020 1 1 4 II - - - - - - - 1 t.l „ „1.5� \ FG 152.82 ° - 0' 1 " 1 t �G 141 S 5'� - - - - - 142.35 OUT - FG 149.27 - - _ - II �S'� 7 .. -r� �Q I 18MG 139.43 OI�T 34 3 8 IG 1..: - � °'- rC 7 SSMH I 289 288 1 1 Iln `30• ,` F - y 12.1 I PAD I 0 I 296 �?5 318 317 �' _ - - - FG- 146.x3 - o Y, PAD 148.9 PAD 15 .2 WINDCREST COURT ' �� o 1 QPAD ,.' :. „0.8� 15 SD S= 0.0026 1 I .' 8 "I 144.25 OUT 143.3 r : I PAD D P PAD - WINGS EM WAY_ /� I z' �_: r- 144.3 SSMH -- 0.5% � „ I I 145.4 1 5.8 14 °3 145.3 - s "w��46.16 8 "W I SDMH - - �Q2' - - -- - --- �oQ'- - - - - -- .....100, 1, ^ 8 IG I "OD I I 18 IG 144.06 OUT `,�`L� 137.26 OUT ,:': `.', �i M SDMH _ FG 146.22 0 / I SDCB TC 149.28 , \ r n n 15 "IG 140.81 OUT ,4 :- ;.5. :• ^ 1n 18 "IG 4.46 OUT L 5 PUE II o I 14 s -X\ ply m I I I SDMH I :::.:..; • 4$. ` - - ..... .48_ - - 1� I \ / \ d . °. Q W 24 "IG 137.33 OUT 1 I W 1 I SDCB TC 143.8 0 - - - FG 146.93�s" ,•'` I c0 I 346 363 I I :' 1 ° - 6�- ml - A 15 I 41.01 OuT , ° 18 SD S= 0.0050L \ I w p " IL 49' 48 I 57' 2' PRVT SDDI 15 "IG 137.6 15 "SD PUBLIC STREET 15 "SD S=O. MO T1sPCO j WATER METER i TYP. I -�� I \��V -- = . I RAW - �_ I - - - -•�- - - -�- T - - - - - - - -- - RAW - - -- PUE - - - - 301 X02 1 312 PAD ^ PAD ^ PAD PAD 147.6 148.0 148.5 17.5 1 22' PRIVATE COMMON DRIVEWAY (TO BE MAINTAINED BY HOA) V 57 52 52 58 I Q 00 � 299 314 313 I ` P4D PAD M PAD PAD I :: 146\9 147.3 1 '� 1 147.8 146.8 I :; 5' PU� .0 PVT DWY TYP. I SDM N � SEE UTIL LAYOUT 5 "IG 140.52 OUT 1 5' PUE DETAIL BELOW 1 1 SDCB "IG TC 145.9 CONIC. RIBBON 15 140.72 OUT ' 1 57' 52' 58' I MOTOR COURT UNIT, TYP. \ I:. m o I I loo, 101' 1 I o 1 \ 333 340- 1 N \ 351 X358 BnIG 141.29SOUT = '' 1 \ \ 1 N I , �►I I � PAD 148.6 - PAD 150.0 \ f I ry PAD 150.0 ° PAD \152.6 o I Q 1 \ I i I 2 I o /III MH \ °• 1 8 IG 139.08 OUT � I `.� � ": I 10 00 f / 75 (TYP) X332 341 i 3 :: 350 35 373 ° ° 3\72 • 371 37� 4 SW (TYP) \ 1 I / PAD\148.1 °PAD 149.8 \ I I PAD 149.8 " PAD 152 2 I° ' I PAD 153.5 I PAD 15.7 ° ;I \ I J II °: • I : ••� I � °•• I PAD 14.0 AD 154.6 �Y � / , I I i 8 "IG 140.12 OUT ml:If I I \ I \ ' % / / Q SDDI Z 1 5' PUE • \ _ " , I O J ," I \ \ \ \ F -L 151.8'184(SJ I I I I I 2 O ' \ \ II xl w I \ FIB 9 360 \ 1 Jill I d 331 342 _ r PAD 147.6 - PAD 149.5 1 �� PAD 149,\5 ° PAD 151.9 1 I N ! t• :1 vl II I I \ = SD H 15 IG 1138.35 OUT \ „ I 2.5' SWE TYP \ :1 2.5' SWE TYP 1 : m " „ - 15 SD I (TYP) I ( ) \ 1 1 l5 SD S =0.005 - \ \ I = 10( 00 287 1 I 1 \ 97 298 315\ 316 1 \ PUE- -12a6 ° ° 3 I I c°'o 7. '' (TYP) I I 5' ° \ - \ Ii L I I '� 4` SW TYP \ I I \ N \ 62 \ ,;: I III P D PAD PAD PAD 146.0 „\ 330 343 I I I ( ) 348 \ 361 ■- 11PAD PAD � `s'' � 24 SD = 0.0026 � 1 I SDCB TC 149.28 ,Or ` rd 146.1 1 146.5 M 147.0 M SDMH I 15 "IG 144.74 OUT * ri 45.0 r 144.0 '� n r 1 ^ 1 24"I 140.27 OUT SDCB Tc 5.57 PAD 147.1 PAD 149.2 I � PAD 149.2 F�QD 151.5 _ 1 I " I" t 15 SD S= 0.0050 1 \ 1_ I 24 IG 140.21 UT o ' of _ �� SDCB 1 145.57 \ `nI - - M I 24 "IG 140. OUT 24 'SD, S= 0.0026 Im I \ \ I'n �� 102 S7' Q 52' 9 18"SD 8nW \ \ \ •_ 5 =0. 020 1 1 4 II - - - - - - - 1 t.l „ „1.5� \ FG 152.82 ° - 0' 1 " 1 t �G 141 S 5'� - - - - - 142.35 OUT - FG 149.27 - - _ - II �S'� 7 .. -r� �Q I 18MG 139.43 OI�T 34 3 8 IG 1..: - � °'- rC 7 SSMH I 289 288 1 1 Iln `30• ,` F - y 12.1 I PAD I 0 I 296 �?5 318 317 �' _ - - - FG- 146.x3 - o Y, PAD 148.9 PAD 15 .2 WINDCREST COURT ' �� o 1 QPAD ,.' :. „0.8� 15 SD S= 0.0026 1 I .' 8 "I 144.25 OUT 143.3 r : I PAD D P PAD - WINGS EM WAY_ /� I z' �_: r- 144.3 SSMH -- 0.5% � „ I I 145.4 1 5.8 14 °3 145.3 - s "w��46.16 8 "W I SDMH - - �Q2' - - -- - --- �oQ'- - - - - -- .....100, 1, ^ 8 IG I "OD I I 18 IG 144.06 OUT `,�`L� 137.26 OUT ,:': `.', �i M SDMH _ FG 146.22 0 / I SDCB TC 149.28 , \ r n n 15 "IG 140.81 OUT ,4 :- ;.5. :• ^ 1n 18 "IG 4.46 OUT L 5 PUE II o I 14 s -X\ ply m I I I SDMH I :::.:..; • 4$. ` - - ..... .48_ - - 1� I \ / \ d . °. 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Bc9aN (Ar �1 °APl a vit c eL- �-�i-' 1 � !r. ra�i� i r \ � III I II II Ij I � II jl I \ W NOTE: AMENDED NATIVE SOIL DROP INLET FLOWLINE ELEVATIONS 4:1 MAX t1' COVER SHOWN AT SUBGRADE. SEE POND BOTTOM DETAILS BELOW. \ ILL FIL \ \\ 2' VARIES \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ � / \ \ \\ \� \ \� \� P SDF /\\/\\ / \ \ / \ \ / \ \ / — -- -- -- - -- -- - - -- __ _ 6” PERF. SD MIN. _ FROM BOTTOM OF 24” Q PERF PIPE TO '-' v� GGRAVEL INFILTRATION AREA p BOTTOM OF GRAVEL o U UU v h INFILTRATION AREA N N INFILTRATION BED UNDER DETENTION POND a NO SCALE FL P L FL W FENCE FF a PAD a FF PAD 1' KICKER WHERE NECESSARY TYPICAL REAR YARD GRADING `'' SCALE: 1"=5' AT YI N TS LL FL 2' 3' 8" MIN. FF 19; FG - -- S PAD MMINR qk I..''• I 5'1 PERMEABLE SUBGRADE I " '�' MEDIA ERFORATED PIPE TYPICAL gMYMD DRAINAGE N TS FL /HP SE— MEDIUM DENSITY CONVENTIONAL MEDIUM DENSITY — ZIPPER LOT 8" MIN. FF MEDIUM DENSITY — MOTOR COURT TG CONCEPTUAL GRADING PLAN MIN., TYP. CONCEPTUAL GRADING PLAN F • - G _ 5:1 MAX. • � 'y7N SCALE: 1"=20' :, .'.....M \N• 2�° PX• PAD Mqx• ° .:� M I }} t 5: II ii 2% MIN. 5:1 MAX. SUBGRADE PERMEABLE MEDIA ERFORATED PIPE _ TYPICAL SIDEYARD DRAINAGE AT YI N TS LL FL 2' 3' 8" MIN. FF 19; FG - -- S PAD MMINR qk I..''• I 5'1 PERMEABLE SUBGRADE I " '�' MEDIA ERFORATED PIPE TYPICAL gMYMD DRAINAGE N TS FL /HP SE— MEDIUM DENSITY CONVENTIONAL MEDIUM DENSITY — ZIPPER LOT 2% MIN. MEDIUM DENSITY — MOTOR COURT SWALE ® 27,w CONCEPTUAL GRADING PLAN MIN., TYP. CONCEPTUAL GRADING PLAN CONCEPTUAL GRADING PLAN 5:1 MAX. 11 SCALE: 1"=20' SCALE: 1"=20' FLAP SCALE: 1"=20' ° YI 2% MIN. }} t II ii 2% MIN. 5:1 MAX. 11 B 5:1 MAX. 5' MIN. 4- 11 5' MIN. FL /LP 9 FL /HP YI 4" PERF PIPE S= 0.0100 MIN. II fl LL, TYP. GARAGE FL /H fl II �3 ^ 3 in om Of ° 3 DWY 3 00 111141-- � no Qw Q 6 �m w } m 11 2� " a0, o a NO 04 d d a Bsw Zr_ - RW - SIDEWALK 3'PVC,HTYP FC 3" SCH• 40 PUBLIC C STREET PVC, TYP. 0 80 160 a I SWALE 0 2% SWALE 0 2% MIN., TYP. I� SCALE: 1" - 80' MIN., TYP. /-FL/HP LL, TYP. LL, TYP. / S= 0.01100 MIN. 4'MIN. FLAP 2% MIN. FL /HP D FL /HP d 2% MIN. — ... ... - .__..YI 5:1 MA X. 5:1 MAX. FLAP YI a' FL /HP _ �.. — ... d o 0 m i 3 12% MAX. 12 5 q 2% MIN. GARAGE Lu 5:1 MAX. PVC YARD DRAIN 2% MIN. 2% MIN. y SWALE ® 2% (0.1' BELOW BSW) B Y MIN., TYP. 5' w 0 5:1 MAX. 5:1 MAX. GARAGE w J FL /HP 3 3 a I J B S w w o In Q 6'(4' MIN.) PORC 5'(4' MIN.) 5'(4' MIN. )- cn v 0 FL /LP II DWY FL /HP R w GARAGE a m YI x¢ 5'(4' MIN.) f 5' _j a W Q J N N 2% MIN. I 3 3 v W GARAGE I 2% MIN. �� PORC cad 5:1 MAX. w �` J V W V ° 5:1 MAX. 1 m � I z 3 Z 3 ,� GARAGE R .. a GARAGE 10'(5' MIN.) iI a N I a N Z 3 Z 3 �� 20 COMMON , ° 3 ° 3 = m tl 4" PERF PIPE it m " N DRIVE AISLE (TO BE 0 Q 00 DWY I no ° 3 S= 0.0100 MIN. ° 3 4 PERF PIPE YI MAINTAINED BY HOA) }w ,/ Q } w ° o DWY ° o PORCH S= 0.0100 MIN. Q m Q X a m Q W X Q W X rm �I w }m a N JOB N0. o b�� i ? o c� FL /HP PORCH .e ti \r� \ �e .,.,,, .,... ...,.1. 1 DI _......... 11 -114 SHEET NO. I r) LOW DENSITY SE— MEDIUM DENSITY CONVENTIONAL MEDIUM DENSITY — ZIPPER LOT MEDIUM DENSITY — DUET MEDIUM DENSITY — MOTOR COURT CONCEPTUAL GRADING PLAN CONCEPTUAL GRADING PLAN CONCEPTUAL GRADING PLAN CONCEPTUAL GRADING PLAN CONCEPTUAL GRADING PLAN 11 SCALE: 1"=20' SCALE: 1"=20' SCALE: 1"=20' SCALE: 1"=20' SCALE: 1"=20' OF 10 SHEETS FINAL LOCATION AND DESIGN OF CROSSING TO BE COORDINATED WITH FUTURE PROJECT, BUS S Landesign Group LANDSCAPE ARCHITECTURE MASTER PLANNING (707) 829 - 2580 FAX 829 - 3417 3344 Gravenstein Hwy. No. Sebastopol, CA 95472 PROJECT STREET TREE LEGEND BOTANCIAL NAME / COMMON NAME SIZE BOTANCIAL NAME / COMMON NAME SIZE ACER X. FREEMANII'JEFFERSRED' (AUTUMN BLAZE MAPLE) 24" BOX 9— BETULA NIGRA'CULLY' (HERITAGE BIRCH) 24" BOX ACER SACCHARINUM (SILVER MAPLE) 24" BOX ��:` e ` GINKGO BILOBA (MAIDENHAIR TREE) 24" BOX CELTIS AUSTRALIS (COMMON HACKBERRY) 24" BOX LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 24" BOX PISTACIA CHINENSIS (CHINESE PISTACHE) 24" BOX LAGERSTROEMIA INDICA'POTOMAC' (CRAPE MYRTLE) 24" BOX PLATANUS ACERIFOLIA'BLOODGOOD' (LONDON PLANE TREE) 24" BOX PRUNUS SERRULATA'KWANZAN' (FLOWERING CHERRY) 24" BOX QUERCUS RUBRUM (RED OAK) 24" BOX PYRUS CALLERYANA'ARISTOCRAT' (ARISTOCRAT PEAR) 24" BOX SEQUOIA SEMPERVIRENS (COAST REDWOOD) 24" BOX ULMUS PARVIFOLIA'DRAKE' (DRAKE ELM) 24" BOX SOUTHEAST ROHNERT PARK 7279 PETALUMA HILL ROAD ROHNERT PARK, CALIFORNIA STREET/ PARK TREE PLAN 0 80 160 320 SHEET: OF: 10 MARCH 2015 CORNER OF VALLEY MOUSE & PETALUMA MILL ROAD - STREETSCAPE SCALE: P' =10' SCALE: P' =10' Landesign Group LANDSCAPE ARCHITECTURE MASTER PLANNING (707) 829 - 2580 FAX 829 - 341.7 3344 Gravenstein Hwy. No. Sebastopol, CA 95472 PETALUMA HILL RD. ELVATIONS 0 10 20 m SHEET: OF: 10 MARCH 2015 11 Emm 11w LANDSCAPE LEGEND A mil SHRUBS BOTANCIAL NAME / COMMON NAME SIZE i A MnU QUDITDQ ACER X. FREEMANH 'JEFFERSRED' (AUTUMN BLAZE MAPLE) LAGERSTROEMIA INDICA'POTOMAC' (CRAPE MYRTLE) ALBIZIAJULIBRISSIN (SILK TREE) PLATANUS ACERIFOLIA'BLOODGOOD' ULMUS PARVIFOLIA'DRAKE' (DRAKE ELM) PLATANUS ACERIFOLIA - EXISTING STREET TREE Landesign Group LANDSCAPE ARCHITECTURE MASTER PLANNING (707) 829 - 2580 FAX 829 - 3417 3344 Graeenstein Hwy. No. Sebastopol, CA 95472 T TTT O COTONEASTER LACTEA (COTONEASTER) GREVILLEA NOELLII ( GREVILLEA) MEDIUM SHRUBS + ARCTOSTAPHYLOS 'HOWARD McMINN' (MANZANITA) TEUCHRIUM FRUTICANS (BUSH GERMANDER) SMALL SHRUBS BERBERIS THUNBERGII'CHERRY BOMB' (DWF. BARBERRY) 0 ROSMARINUS O.'COLLINGWOOD INGRAM' (ROSEMARY) GROUND COVERS t� ROSMARINUS O. 'HUNTINGTON CARPET' (H.C. ROSEMARY) 4...� t COPROSMA KIRKII (CREEPING COPROSMA) 1 A1 PROJECT - ESTATE LOTS 5 GAL, 5 GAL. SCALE: V =40' 145' FROM CENTERLINE OR ROAD SCALE: I " =5' n .. ffi OVJAI M 0• PETALUMA HILL RD, PLAN 1 :1 •1 SHEET: L3 OF: 10 MARCH 2015 CONCRETE GAP LANDSCAPE LEGEND BOTANCIAL NAME / COMMON NAME ACER X. FREEMANII'JEFFERSRED' (AUTUMN BLAZE MAPLE) LAGERSTROEMIA INDICA'POTOMAC' (CRAPE MYRTLE) ALBIZIA JULIBRISSIN (SILK TREE) PLATANUS ACERIFOLIA'BLOODGOOD' ULMUS PARVIFOLIA'DRAKE' (DRAKE ELM) PLATANUS ACERIFOLIA - EXISTING STREET TREE Landesign Group LANDSCAPE ARCHITECTURE MASTER PLANNING (707) 829 - 2580 FAX 829 - 3417 3344 Gravenstein Hwy. t Sebastopol, CA 95472 PER ROHNERT PARK CITY 5D SHRUBS VALLEY HOUSE ROAD - ELEVATION AT ESTATE LOTS LARGE SHRUBS COTONEASTER LACTEA ( COTONEASTER) GREVILLEA NOELLII (GREVILLEA) MEDIUM SHRUBS ARCTOSTAPHYLOS 'HOWARD McMINN' (MANZANITA) XYLOSMA CONGESTUM'COMPACTA' (DWARF XYLOSMA) SMALL SHRUBS BERBERIS THUNBERGII'CHERRY BOMB' (DWF. BARBERRY) ROSMARINUS O.'COLLINGWOOD INGRAM' (ROSEMARY) GROUND COVERS ROSMARINUS KIRKII (CREEPING C. ROSEMARY) CO ROSMA) TURF (AS INDICATED ON PLAN) SCALE: 1 " =10' VALLEY HOUSE ROAD - STREETSCAPE SCALE: i " =20' EXI5TIN6 COBRA -HEAD 5TREET LIGHT • dik a Q SOUTHEAST ROHNERT PARK 7279 PETALUMA HILL ROAD ROHNERT PARK, CALIFORNIA VALLEY HOUSE DR. EAST 0 20 40 • .� SHEET: OF: 10 MARCH 2015 PER ROHNERT PARK CITY 5D. 610 RETAINING WALL VALLEY HOUSE ROAD - ELEVATION AT ESTATE LOTS LARGE SHRUBS COTONEASTER LACTEA ( COTONEASTER) GREVILLEA NOELLII (GREVILLEA) MEDIUM SHRUBS ARCTOSTAPHYLOS 'HOWARD McMINN' (MANZANITA) XYLOSMA CONGESTUM'COMPACTA' (DWARF XYLOSMA) SMALL SHRUBS BERBERIS THUNBERGII'CHERRY BOMB' (DWF. BARBERRY) ROSMARINUS O.'COLLINGWOOD INGRAM' (ROSEMARY) GROUND COVERS ROSMARINUS KIRKII (CREEPING C. ROSEMARY) CO ROSMA) TURF (AS INDICATED ON PLAN) SCALE: 1 " =10' VALLEY HOUSE ROAD - STREETSCAPE SCALE: i " =20' EXI5TIN6 COBRA -HEAD 5TREET LIGHT • dik a Q SOUTHEAST ROHNERT PARK 7279 PETALUMA HILL ROAD ROHNERT PARK, CALIFORNIA VALLEY HOUSE DR. EAST 0 20 40 • .� SHEET: OF: 10 MARCH 2015 Landesign Group LANDSCAPE ARCHITECTURE MASTER PLANNING (707) 829 - 2580 FAX 829 - 3417 3344 Gravenstein Hwy. No. Sebastopol, CA 95472 5' WOOD PENCE 5TONE COLUMN PROP05ED LED STREET L15HT5, PER ROHNERT PARK CITY 5D. 610 VALLEY HOUSE ROAD - ELEVATION AT MDA LOTS SCALE: 1 " =10' LANDSCAPE LEGEND TREES BOTANCIAL NAME / COMMON NAME ACER X. FREEMANH'JEFFERSRED' (AUTUMN BLAZE MAPLE) LAGERSTROEMIAINDICA'POTOMAC' (CRAPE MYRTLE) PYRUS CALLERYANA'ARISTOCRAT' (ARISTOCRAT PEAR) PLATANUS ACERIFOLIA'BLOODGOOD' ULMITS PARVIFOLIA'DRAKE' (DRAKE ELM) PLATANUS ACERIFOLIA - EXISTING STREET TREE SIZE LARGE SHRUBS COTONEASTER LACTEA (COTONEASTER) 5 GAL. GREVILLEA NOELLH ( GREVILLEA) 5 GAL. 24" BOX MEDIUM SHRUBS 24 BOX O ARCTOSTAPHYLOS'HOWARD McMINN' (MANZANITA) 5 GAL. XYLOSMA CONGESTUM'COMPACTA' (DWARF XYLOSMA) 5 GAL. 24" BOX SMALL SHRUBS 24" BOX BERBERIS THUNBERGH'CHERRY BOMB' (DWF. BARBERRY) 5 GAL. ROSMARINUS O.'COLLINGWOOD INGRAM' (ROSEMARY) 5 GAL. 24" BOX GROUND COVERS ROSMARINUS O. 'HUNTINGTON CARPET' (H.C. ROSEMARY) 1 GAL. COPROSMA KIRKII (CREEPING COPROSMA) 1 GAL. TURF (AS INDICATED ON PLAN) VALLEY HOUSE ROAD - STREETSCAPE SCALE: 1" =10' 5TONE PLANTER WALL WITH CONCRETE CAP SOUTHEAST ROHNERT PARK 7279 PETALUMA HILL ROAD ROHNERT PARK, CALIFORNIA VALLEY HOUSE - MDA LOTS 0 10 20 C[1] SHEET: OF: 10 101 IRV, 104 1"m fW13 Landesign Group LANDSCAPE ARCHITECTURE MASTER PLANNING (707) 829 - 2580 FAX 829 - 3417 3344 Gravenstein Hwy. No. Sebastopol, CA 95472 ✓I VIaL VVLVI "Ila.! -I 1I:�►�7.Yfl:� � 1i � �L1��1 TREES BOTANCIAL NAME If COMMON NAME SIZE ACER X. FREEMANII'JEFFERSRED' (AUTUMN BLAZE MAPLE) 24" BOX LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 24" BOX CELTIS AUSTRALIS (COMMON HACKBERRY) 24" BOX PRUNUS SERRULATA'KWANZAN' (FLOWERING CHERRY) 24" BOX PISTACIA CHINENSIS (CHINESE PISTACHE) 24" BOX QUERCUS AGRIFOLIA (COAST LIVE OAK) 24" BOX SEQUIOA SEMPERVIRENS (REDWOOD) 24" BOX SHRUBS LARGE SHRUBS COTONEASTER LACTEA (COTONEASTER) 5 GAL. GREVILLEA NOELLII (GREVILLEA) 5 GAL. MEDIUM SHRUBS O ARCTOSTAPHYLOS'HOWARD McMINN' (MANZANFTA) 5 GAL. XYLOSMA CONGESTUM'COMPACTA' (DWARF XYLOSMA) 5 GAL. SMALL SHRUBS BERBERIS THUNBERGH'CHERRY BOMB' (DWF. BARBERRY) 5 GAL. ROSMARINUS O.'COLLINGWOOD INGRANT (ROSEMARY) 5 GAL. GROUND COVERS ROSMARINUS O. 'HUNTINGTON CARPET' (H.C. ROSEMARY) I GAL. COPROSMA KIRKII (CREEPING COPROSMA) I GAL. BARK MULCH LIVE OAKS EXISTING PENCE NEW 6 PENCE e I )K7, IV N ,��,; IV <V ^ IV I IV I IV p^c,vJ IV I IV I IV stet V IV A ._ : _ _ . ) (.)l +1(. O i� + �1. +A +A 111 i 9 / A GENERATOR �BUILDINS 111:50D W A Y YAKK W A Y- ELEVATION SCALE: 1"=10' / I EXISTINS TREES ((—j TO REMAIN PROPOSED LED INTERIOR STREET LISHT, PER SHEET LIO `r TO >_ > EXISTINS LANDSCAPINS TO BE REPLACED AS NEEDED . 1- 225 226 +V +Y +v +v +- T +V +v +v+ . +T bill\,! -:ll` I\ J, BODWAY PARKWAY - STREETSCAPE SCALE: 1" =20' n . a I �� 221 / \ i _ _ I\ \ 0 1 0 BODWAY PARKWAY SOUTHEAST ROHNERT PARK 7279 PETALUMA HILL ROAD ROHNERT PARK, CALIFORNIA BODWAY PARKWAY 0 20 40 80 1 i Landesign Group LANDSCAPE ARCHITECTURE MASTER PLANNING (707) 829 .2580 FAX 829 - 3417 3344 Gravenstein Hwy. No. Sebastopol, CA 95472 A`\ SECTION VALLEY HOUSE ROAD SECTION PROPERTY LINE B SECTION 10' PROPERTY LINE VALLEY HOUSE ROAD 8' -6" 10' SECTION 10' EE RAG C TREE SOUTHEAST 7279 PETALUMA HILL ROAD R0ffNERT PARK, CALIFORNIA STREETSCAPE SECTIONS 0 4 8 16 SHEET: L 7 OF: 10 MARCH 2015 NEIGHBORHOOD PARK "'�� } �., JJ� SEE DETAIL BELOW iiuil III II Landesign Group LANDSCAPE ARCHITECTURE MASTER PLANNING (707) 829 - 2580 FAX 829 - 3417 3344 Gravenstein Hwy. No. Sebastopol, CA 95472 LANDSCAPE LEGEND TREES SHRUBS BOTANCIAL NAME / COMMON NAME SIZE LARGE SHRUBS O COTONEASTER LACTEA (COTONEASTER) + ACER X. FREEMANII'JEFFERSRED' (AUTUMN BLAZE MAPLE) 24" BOX GREVILLEA NOELLII ( GREVILLEA) ■ BETULA NIGRA'CULLY' (HERITAGE BIRCH) 24" BOX MEDIUM SHRUBS O ARCTOSTAPHYLOS'HOWARD McMINN' (MANZANITA) 7A CELTIS AUSTRALIS (COMMON HACKBERRY) 24" BOX + TEUCHRIUM FRUTICANS (BUSH GERMANDER) Ci- CORNUS KOUSA (DOGWOOD) LAGERSTROEMIA INDICA'MUSKOGEE' (CRAPE MYRTLE) LAGERSTROEMIA INDICA'POTOMAC' (CRAPE MYRTLE) PISTACIA CHINENSIS (CHINESE PISTACHE) PLATANUS ACERIFOLIA'BLOODGOOD' PRUNUS SERRULATA 'KWANZAN' (FLOWERING CHERRY) PYRUS CALLERYANA'ARISTOCRAT' (ARISTOCRAT PEAR) ULMUS PARVIFOLIA'DRAKE' (DRAKE ELM) MIXED USE LANDSCAPE PLAN 5 GAL. 5 GAL. 5 GAL. 5 GAL. 24" BOX 24" BOX o EXISTING STREET TREE TO REMAIN 24" BOX SCALE: V =20' SMALL SHRUBS �Ull /L 24 „ BOX O BERBERIS THUNBERGII'CHERRY BOMB' (DWF. BARBERRY) 5 GAL. JIL ROSMARINUS O.'COLLINGWOOD INGRAM' (ROSEMARY) 5 GAL. 24” BOX Ll" GROUND COVERS 24 „ BOX ROSMARINUS O.'HUNTINGTON CARPET' (H.C. ROSEMARY) 1 GAL. _11i_ _Ili_ COPROSMA KIRKII (CREEPING COPROSMA) 1 GAL. 24” BOX 111 TURF 24" BOX 24" BOX 24" BOX o EXISTING STREET TREE TO REMAIN 24" BOX SCALE: V =20' ELEVATION PICKET FENCE SCALE: 3/8 " =I" SOUTHEAST ROHNERT PARK 7279 PETALUMA HILL ROAD ROHNERT PARK, CALIFORNIA MIXED USE LANDSCAPE 0 20 40 • .� SHEET: L9 OF: 12 MARCH 2015 �Ull /L m_ _111_ JIL JIL ' Ll" 11 \lll /L - UL- �Al _11i_ _Ili_ _JI_ _J, AIL 11 � 111 PLAN I.L _L ELEVATION PICKET FENCE SCALE: 3/8 " =I" SOUTHEAST ROHNERT PARK 7279 PETALUMA HILL ROAD ROHNERT PARK, CALIFORNIA MIXED USE LANDSCAPE 0 20 40 • .� SHEET: L9 OF: 12 MARCH 2015 11101111111 II PROPOSED L PER ROHNERT 1 'TYP. EXISTING STREET LIGHT TO REMAIN V A L L E Y H O U S E D R I V E IJ STREET LIGHTING LEGEND SYMBOL TYPE MANUFACTURER/ MODEL # MOUNTING ARM NOTES QTY. SERIES HEIGHT LENGTH *__0 EX 15TI NO PUBLIC, PER CITY STANDARD PROTECT I N LIGHT STANDARD PLACE LUMINAIRE: I A -BE 173- E55- 60L4k120 -LG ■ INTERIOR STREET KIM POLE/ ARM: HA512- 4188 -4 -LO/ HA05L 14' 2' -6" 68 W LED TBD LIGHT STANDARD ERA BELL (TYPE 2 OR 5 D I ST. 4200K) COBRA STYLE PER CITY STD 611 BODWAY PARKWAY GREE LUMINAIRE: 5TR- LWY- 5M- HT -O5-E 25, 6' 50 W LED I ■ LIGHT STANDARD LEDWAY - UL -5V- 525 -N- 7PIN -4OK (TYPE 5 D 1ST. 4000K) COBRA STYLE PER CITY STD 610 VALLEY HOUSE DRIVE GREE LUMINAIRE: 5TR- LWY- 5M- HT -08 -E 32' -6" V 50 W LED 24 o LIGHT STANDARD LEDWAY - UL -5V- 525 -N- 7PIN -4OK (TYPE 5 D I ST. 4000K) * INSTALL PER MFR MOUNTING DE516N AND CITY STANDARDS 602, 6205. LEVEELING DETAIL PER MFR. INSTALL PER CITY STANDARDS 620A, 621, 602. ALL STREET LIGHT POLES SHALL BE AMERON SERIES PL, LANDMARK LIGHTING 55505, PACIFIC UNION METAL LA 10120 OR AN APPROVED EQUAL MIXED USE LIGHTING LEGEND T IS i Landesign Group LANDSCAPE ARCHITECTURE MASTER PLANNING (707) 829 - 2580 FAX 829 - 3417 3344 Gravenstein Hwy. No. Sebastopol, CA 95472 PATH LIGHT- PEDESTRIAN WALKWAYS MOUNTED AT 16" DOWN LIGHT- BUILDINGS & OUTDOOR SHADE STRUCTURES SMALL FLOOD LIGHT- WALL WASHING MOUNTED AT GROUND LEVEL AIMED AT WALL OR AS INDICATED. WALL MOUNTED LIGHT- PARKING & PEDESTRIAN AREAS MOUNTED AT 10' -0" MIXED USE SITE LIGHTING SCALE: 1 " =20' KIM LIGH LIGHT 5' PEF TYP. INTERIOR 51 DWALK 14' INTERIOR STREET LIGHT SCALE: NTS IdM LIGHTING Type: Job: Catalog number: 17" Era' PicoEmitterTM LED revision 9/10/14 • Oral7eled_spec.pdf 1A/ BE173 / E35 / LG / 60L4K120 / HA512- 4188 -LG -4 / HA03L Mtg Fixture Electrical Module Finish Options "Select pole and ann from Kim Arms and Poles Selection Guide. If pole is provided by others, indicate O.D. for ann fitting. Arm Options are also shown on page 5. USE TYPE 2 OR 3 DISTRIBUTION 4200K Era' Round Aluminum Non - Tapered Pole revision 10/8/08 • has.pdf Conduit Opening Presswood Template Plan View �45° O O` ' � Longitudinal o o reference line. Bolt Circle Orient parallel \ / Diameter to curb or walkway. Leveling Nut and Washer Concrete footing to be designed (by others). Standard Era Base Cover Anchor Bolt Projection Base Detail X Y Hand Hole Standard Era Base Cover Grout must be packed under pole base to insure full contact with footing and prevent loosening of leveling nuts. Provide a channel through the grout for drainage from the pole interior. HA03L Large Arm for Kim RA25, AE21, BE21, and LET26 fixtures only. 283/8" (720.7 mm) 93/8' 238.1 mm) L 6" F mm) 152 4 161/2' (419,1 mm) (431 a mm' 17" Diameter 60 Light Emitting Diodes Total System Watts = 68W Post Top Swept Cast Arm revision 10/15/10 • ha03.pdf Available for 4" O.D. pole top (76222..00 mm) ITS, PER ROHNERT PARK CITY SD. 61 O SOUTHEAST ROHNERT PARK 7279 PETALUMA HILL ROAD ROHNERT PARK, CALIFORNIA MIXED USE LIGHTIN G 0 20 40 T SHEET: L10 OF: 12 MARCH 2015 EXHIBIT B SOUTHEAST ROHNERT PARK TENTATIVE MAP RECOMMENDED CONDITIONS OF APPROVAL ON -GOING CONDITIONS The conditions below shall apply to the Tentative Map (TM) for the Southeast Area Project within the Southeast Specific plan. The Southeast Area Project shall be developed in accordance with the General Plan (GP), Southeast Specific Plan (SESP) as amended, Final Development Plan as amended, Mitigation Measures identified in the Southeast Specific Plan Environmental Impact Report (FEIR), Development Agreement (DA) between the City and Redwood Equities, LLC as amended, and 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 Tentative Map 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 Southeast Specific Plan project unless subsequently revised by the City. 2) In case of conflict between or among the various documents, the following order shall prevail: General Plan, Mitigation Measures for the Final Environmental Impact Report (FEIR), Southeast Specific Plan (SESP), Final Development Plan (FDP), 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. In addition the applicant shall pay the cost to monitor the Mitigation Measures identified in the FEIR for the Southeast Specific Plan Project (SCH # 2003112011) 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 Southeast 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 those conditions with full awareness of the provisions of the FDP, as may be amended from time to time, and the RPMC, as applicable. 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 project site, 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 deed restriction 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 a set of certified escrow instructions reflecting City's demand for payment of Regional Transportation Fee for each lot affected by this fee as set forth in the DA. 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 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. 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. The applicant may tie to the water system for fire flow only. Fire access roads 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) Pursuant to California State Assembly Bill 3158, the applicant shall pay the filing fee to the Department of Fish and Game. The fee shall be submitted to the Planning Division upon filing of any required Notice of Determination, along with any filing fee required by the County Clerk/Recorder. The applicant should be aware that Section 21089(b) of the Public Resources Code provides that any project approved under CEQA is not operative, vested or final until the required fee is paid. Proof of fee payment may be required prior to the issuance of building permits or filing of a final map. 15) 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 Rohnert 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. 16) All public utilities easements (PUE) and public access easements shall be open and accessible at all times. 17) Copies of the soils and geology reports and 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. 18) All septic tanks, leach fields and related items in the final map area shall be abandoned and destroyed in a manner approved by the County ( ?) Department of Environmental Health Services. Water wells that the applicant chooses to abandon shall be destroyed in a manner approved by the Department of Environmental Health Services. 19) 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. 20) 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. 21) For any project requiring an on -site inspector to monitor grading, 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. 22) 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. Planning Services 23) 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 stands of trees that are to be protected during grading operations and include, in detail, the method proposed to protect these areas. 24) 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 his designee shall review and approve or conditionally approve the plan. The applicant shall guarantee the revegetation prior to issuance of grading permits. 25) 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 fire and security protection site plan. 26) 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. 27) 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. 28) The final map shall identify who is responsible to own and maintain all parcels to be created with the map. 29) 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 Government 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. 30) 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 final map for any exceptions approved by the City Engineer that require access to private property. 31) 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. 32) 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. 33) 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, motor courts, 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. 34) 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 lanes. 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. 35) Motor courts shall be private facilities and shall have private street maintenance, street sweeping and streetlights. A private Homeowners Association for the Motor Courts shall be established. Motor courts shall have a visible demarcation between the public and private areas and identified with signage that 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. 36) 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. 37) Safety lighting at the end and at any curve in any motor court 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 motor courts. 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 motor court residences; the trash receptacle cutouts shall be located on private parcels fronting public streets or within the motor court for units not fronting a public street 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. 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 limited to 36' in height, installed in a public utilities easement within the applicant's property and within 10 feet behind street face of curbs. These locations shall be screened with landscaping to the satisfaction of the Development Services Director. The landscape screen shall not interfere with the utility companies' or Department of Public Safety'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 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 for review and approval. 45) The total acreage for Neighborhood Park shall be a minimum of 5.0 acres as approved by Parks and Recreation Commission dated July 19, 2010. 46) Unless otherwise specified in these conditions, the conditions of approval shall apply to each building permit. 47) In each neighborhood, prior to issuance of building permits for each tentative map phase, the applicant shall install and maintain on -site display signs. The on -site display signs shall indicate the location for future development of lighted and non - lighted parks and commercial parcels, cul -de -sac openings, apartments, or higher density residential areas. These signs shall be located in a manner to be clearly visible to all potential homebuyers in the Southeast Area community. The signing plan shall be submitted to the Development Services Director 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. The CC &R's shall be written to allow a majority of owners to have pavement or landscape maintenance done and the cost thereof assessed to all owners in the project. 49) The applicant shall provide a master signage program and a "Master Model Home Signage" program for all residential subdivisions in the Southeast Area community. The master signage programs shall be reviewed and approved by the Development Services Director. 50) Design and placement of walls and fences for each district shall be in accordance with the standards in the FDP and shall be approved by the Development Services Director. Walls and fences may be phased for each development in the district. 51) 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. 52) 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. 53) 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 for consistency with the approved construction plans. All plant replacements shall be to an equal or better standard than originally approved. 54) 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. Provisions for compliance with the Plan will be submitted with individual project plans within the Southeast Specific Plan Area. 55) 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. ( ?) 56) Applicant shall install a minimum of 36" box evergreen trees of a variety approved by City arborist on the northern boundary of the water storage facility site no later than the completion and installation of the water storage tank. The applicant shall have the option to relocate mature evergreen trees located on the northeast portion of the project site to this area upon approval by City arborist. In the commercial area, Applicant shall plant 36" box, fast growing trees subject to approval of City Arborist. Enuineerinu Services On -uoinu Conditions 57) Submit a copy of the CC &Rs and/or maintenance declarations for private improvements (such as for maintenance of motor courts and private utilities) to the City Engineer and City Attorney for review and approval. 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. 58) The applicant shall submit to the City of Rohnert Park for review and approval, evidence that the CC &R's will include provisions for maintenance of 1. all private storm drain systems. 2. all private driveways 3. all private motor courts 4. utilities within private easements or driveways 5. private area landscaping 6. sidewalks in private areas 7. private walkway and access easements. 59) A Community Facilities District or any other funding mechanism allowed by law shall be formed by the project proponent encompassing the entire tentative map property for the purposes of funding the long term maintenance of the public facilities built with the project. The City shall be named as a third party beneficiary to the district /association. A Covenant, Condition and Restriction shall be placed on the formation that requires; that if the property owners of the district vote to dissolve the district, a homeowners association shall be formed for the purposes of maintaining the facilities previously maintained by the district. 60) Construction Phasing as described under PHASING NOTES on Sheet 4 of 10 of the Tentative Map shall be as proposed with the following amendments: SINCE THIS IS A NEW TM, AND NOT AN AMENDMENT, all should be listed. a. No amendment required to Note 1. b. Delete existing Note 2 text and replace with the following: PHASE 1 SHALL INCLUDE ALL PUBLIC IMPROVEMENTS WITHIN THE BOUNDARIES SHOWN ON THIS TENTATIVE MAP, INCLUDING THE PUBLIC PARK AND DETENTION POND SITE (PARCEL A), THE PUBLIC WATER TANK SITE (PARCEL B) AND THE PROPOSED PERIMETER STREETSCAPES ALONG BODWAY PARKWAY, VALLEY HOUSE DRIVE AND PETALUMA HILL ROAD. FOR PURPOSE OF THIS PHASING; "WITHIN THE BOUNDARIES" MEANS WITHIN THE PHASE BOUNDARY AS SHOWN ON THE TENTATIVE MAP, "PERIMETER STREETSCAPES" MEANS THE PROPOSED PERIMETER STREETSCAPES SHOWN IN THE COMMUNITY CONCEPT PLAN, WILLOWGLEN, ROHNERT PARK, JULY 2009, 2001198.06, WILLOWGLEN PARTNERS, INC AND DESIGNED ON THE IMPROVEMENT PLANS PREPARED BY THE PROJECT PROPONENT AND REVIEWED & APPROVED BY THE CITY ENGINEER and additional improvements required by the City. C. Delete existing Note 3 text and replace with the following: THE AFFORDABLE HOUSING SITE PROPOSED 36 UNITS SHALL BE CONSTRUCTED & ACCEPTABLY COMPLETED PRIOR TO ISSUANCE OF THE 107th BUILDING PERMIT AND CONCURRENTLY WITH, IF NOT PRIOR TO, THE PROPOSED 45 UNIT TOWNHOMES. d. No amendment required. e. Delete existing Note 5 text and replace with the following: PHASE 2, 3 AND 4 SHALL INCLUDE ALL PUBLIC IMPROVEMENTS WITHIN THE INDIVIDUAL PHASE BOUNDARIES SHOWN ON THIS TENTATIVE MAP, WITH THE FOLLOWING ADDITIONAL IMPROVEMENTS DESCRIBED BELOW. f. Delete existing Note 6 text and replace with the following: IF PHASE 3 PRECEDES PHASE 2 THEN THE ENTIRE LENGTH OF WARMSTONE WAY, INCLUDING BUT NOT LIMITED TO CURB, GUTTER, PAVING, STREET LIGHTS AND UTILITIES SHALL BE CONSTRUCTED WITH PHASE 3. g. Delete existing Note 7 text and replace with the following: IF PHASE 4 PRECEDES PHASE 2 THEN THE ENTIRE LENGTHS OF WILDFLOWER WAY, WARMSTONE WAY AND WILLOWGLEN DRIVE, INCLUDING BUT NOT LIMITED TO CURB, GUTTER, PAVING, STREET LIGHTS AND UTILITIES SHALL BE CONSTRUCTED WITH PHASE 4. h. Delete existing Note 8 text and replace with the following: IF PHASE 4 PRECEDES PHASE 3 THEN THE ENTIRE LENGTHS OF WILDFLOWER WAY, WARMSTONE WAY AND WILLOWGLEN DRIVE, INCLUDING BUT NOT LIMITED TO CURB, GUTTER, PAVING, STREET LIGHTS AND UTILITIES SHALL BE CONSTRUCTED WITH PHASE 4. i. Add Note 9 text: PHASING LINES MAY BE ALTERED WITH THE PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER. Prior to the Issuance of Grading Permits /Approval of Improvement Plans 61) 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. 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. 62) 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. 63) No lot- to- lot drainage is allowed except where easements for drainage are provided. A copy of any such easement shall be provided to the City Engineer. No drainage may discharge across sidewalks. 64) 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. 65) 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. 66) The improvement plans shall show a sewer lateral to each building in accord with City Standards. 67) 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. 68) The frontage improvements along the entire frontages of Petaluma Hill Road, Bodway Parkway and Valley House Drive shall be designed by the project proponent, shown on improvement plans and reviewed and approved by the City prior to approval of the first Subdivision Improvement Plan. The following improvements are required: a) Valley House Drive — An 8 -foot wide Class I multi -use trail, landscape & irrigation improvements, street lighting and Class 1I bike lanes on both sides of the street in compliance with city standards. The final striping layout shall be modified as directed by the City Engineer. b) Petaluma Hill Road — Landscape & irrigation improvements, an 8 -foot shoulder /bike lane along the west side of the road in compliance with with city standards. The design and location of the entry treatment monument shall be included on the improvement plans for review and approval by the City. c) Bodway Parkway — A 6 -foot wide sidewalk, except in the area of the park which shall be 8 -foot in width, landscape & irrigation improvements and bus turnout in compliance with city standards. The sidewalk shall be extended north to the Camino Colegio intersection with a crosswalk extending west across Bodway Parkway to connect with the Camino Colegio sidewalk. 69) The existing Recycled Water system shall be extended by the project proponent to serve the proposed public park and detention basin, as well as landscaping within the apartment, townhome, and commercial lots and within all public or common area landscaped areas within the project before any building permits for Phase 3 or 4 are issued. Improvement plans shall include the design and construction of the recycled water extension subject to the review and approval of the City Engineer. Prior to the extension of the existing Recycled Water system to the park and detention basin, the developer shall temporarily use potable water for irrigation. The in -tract portion of the recycled water main shall be installed with the first phase of improvements to its ultimate layout and size, to avoid cutting finished improvements at a later date. Improvements shall include interim potable water connections as well as permanent recycled water connections to all locations requiring the use of recycled water. The City's Per Acre Development water connection fee for the 7.1 (5.0 ?) acre park and detention basin 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. 70) The Public 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. 71) 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 and 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. 72) 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. 73) 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. 74) 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. 75) Each phase of development shall prepare improvement plans and calculations for the proposed project, shall demonstrate no increase in the 100 -year water surface elevations of adjacent properties and submit hydrology and hydraulic report(s) for the project demonstrating that this requirement is met, subject to Sonoma County Water Agency and City of Rohnert Park review and approval. 76) 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. 77) Each phase of development shall include design by the project proponent of Street lighting on public streets as well as private motor courts /lanes. The design shall be in accordance with City standards and P.G. &E. requirements. In addition, lighting for private streets and lanes shall be designed in accordance with the Zoning ordinance and to the Public Safety Department's satisfaction. The first phase of development shall include design for City standard street lighting along Valley House Drive, both sides of the street. 78) All existing overhead utilities within the subdivision and all proposed utilities shall be placed underground. 79) The first phase of development shall include the design by the project proponent for the proposed bus stop along Bodway Parkway, 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. 80) Each phase of development shall include design by the project proponent for roadways. 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 last C of O on the street? In the phase? When? or prior to acceptance of the public improvements, whichever occurs first within each phase of development. 81) 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. 82) Soils beneath all roadways including motor courts shall be lime treated based on site specific tests and as recommended by a geotechnical engineer. Exceptions may be allowed in writing by the City Engineer if an acceptable alternate pavement section is provided and lime treatment is not practical due to tight confines. 83) 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. 84) For each phase of development the project proponent shall design motor courts , with utilities and appurtenances. These shall be private. 85) 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. 86) All utilities shall be located within dedicated and accepted public street rights -of -way. Any exception must receive prior written approval from the City Engineer. 87) All existing wells and septic systems shall be abandoned in compliance with State and County codes, prior to issuance of an initial grading permit. The existing well and septic system serving the existing residential dwelling may remain in operation until such time as the particular phase of development requires abandonment of the systems, subject to review and approval by the City. 88) Prior to submittal of the first map /plan review of a final map or improvement plans; the developer /applicant shall make a good faith effort to acquire property title to the one -foot wide property along Valley House Dr. shown on the tentative map, sheet 1 & 2 as Lands of 108 Holdings LTD., DN 1994 0090213. If the developer /applicant has not acquired title prior to the first plan check of the final map or improvement plans, then the subdivider shall enter into the city's standard right -of way agreement pursuant to section 16.14.010 Dedication of rights -of -way and easements of the Municipal Code. 89) The first phase of development shall include the design by the project proponent of looped 12 -inch water mains from the proposed water storage tank to the proposed commercial and multi - family residential sites in order to adequately serve these sites in compliance with city standards. 90) The first phase of development shall include the design by the project proponent of a 12- inch water main from the existing City of Rohnert Park main to the proposed water storage tank and along Bodway Parkway to Valley House Drive and along Valley House Drive to Willow Way Drive. 91) 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. 92) The first phase of development shall include the design by the project proponent for the Water Storage Tank and associated improvements. 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. 93) The first phase of development shall include the design by the project proponent for the park. 94) The applicant shall show the proposed structural sections for all motor courts 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 facilities in these areas, to assure that the improvements are designed and constructed to City standards. Prior to Approval of Final Map 95) 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. 96) 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. 97) Prior to City Council approval of the first subdivision map, the proposed sidewalk, multi- use trail and landscaping along the entire project frontage of Petaluma Hill Road, Bodway Parkway and Valley House Drive shall be designed by the project proponent, shown on improvement plans and reviewed and approved by the City Engineer and included in Subdivision Agreement to be constructed with the first phase of construction. 98) The developer /property owner shall offer for dedication a 21 -foot "Public Sidewalk Easement" to the city over the sidewalk required along Petaluma Hill Road, on the first subdivision map. The city shall not be obligated to maintain the sidewalk if the City Council accepts the offer for dedication. The easement shall be located adjacent to the Petaluma Hill Road right of way and encumber Lots 385 — 391. 99) The City shall have no obligation to maintain private motor courts, or police the private maintenance of the motor courts. 100) Each subdivision map for the phased development shall have a note on the local agency page stating: All fences, soundwalls and retaining walls shall be constructed on private property and maintained by the private property owner, unless specifically dedicated to and accepted by the City. 101) 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. 102) The applicant shall execute a Long -Term Maintenance Agreement with the City covering the ongoing maintenance of landscape features within the public right -of -way for which the homeowner's association is responsible for maintenance. The agreement shall transfer from the applicant to the homeowner's association upon termination of the one -year warranty period following acceptance of improvements. Prior to Construction 103) 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. 104) No construction shall be initiated for each phase until the Improvement 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. 105) 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. Prior to the Issuance of Building Permits 106) Prior to issuance of building permits for any single family residential units, Individual Plot Plans shall be prepared by the project proponent, submitted and reviewed and approved by the City. 107) 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. 108) Prior to issuance of the first residential building permit, the Developer shall commence construction of the park. 109) Prior to issuance of the 15th residential building permit or completion of the first application of asphalt on streets adjacent to the park, whichever is earlier, the Developer shall complete construction of the water detention pond. Apartment, townhomes and condominium units shall be counted as one residential building permit for each unit. 110) Prior to issuance of the 201st residential building permit, the Developer shall complete construction of the park and obtain acceptance of the City for the same. Prior to the Building Occupancy 111) The on -site potable water storage tank and associated improvements shall be acceptably completed, in the city's sole determination, to serve this project prior to occupancy of the 51 st building unit. [This is inconsistent with negotiated change, which refers to issuance of building permit.] 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. 112) Prior to issuance of the first occupancy permit, the storm water detention pond shall be constructed and complete. Department of Public Safety -Fire 114) Fire Hydrant spacing and placement shall be consistent with the City of Rohnert Park Standards, comply with Appendix C of the 2007 California Fire code, and the amendments to table C105.1 by RPDPS ordinance #793. Specific locations of Fire hydrants shall be coordinated with the applicants Civil Engineer based on Fire Engine response protocols. 115) All roadway, private lanes and drives shall comply with the City of Rohnert Park Standards. Specifically reference Standard #202 "Alley," in regards to: o Motor court lighting shall meet the City's minor street requirements. o Motor courts are to be use as secondary access only, with parking provided on primary access roads. 116) Roadway widths shall be consistent with the City of Rohnert Park Standards, comply with Appendix D of the 2007 California Fire code, and the amendments to RPDPS ordinance #793 Section 15.28.D103.2 — 15.28.D106.1. 117) Minimum interior and exterior turning radius for Fire Apparatus Access shall be all 20 feet and 40 feet.