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HomeMy WebLinkAbout2RVTTM 7263 JE:CC/S:\05_Land Division\24-60000360_2RVTTM 7263\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Staff Report.docx CITY OF BAKERSFIELD PLANNING COMMISSION STAFF REPORT MEETING DATE: February 6, 2025 AGENDA CATEGORY: 5.c TO: Chair Cater and Members of the Planning Commission FROM: Jennie Eng, Assistant Planning Director DATE: January 31, 2025 FILE: Second Revised Vesting Tentative Tract Map 7263 (Phased) WARD: 7 STAFF PLANNER: Courtney Camps, Associate Planner REQUEST: A proposed second revised vesting tentative tract map for single-family residential purposes containing 262 lots, 1 drill island, 1 sump lot, 8 landscape lots, and 2 private street lots on 54 acres, zoned R-1 (Single-Unit Dwelling), including a request for alternate lot and street design, and to waive mineral rights signatures pursuant to BMC 16.20.060 A.3. (Ward 7) APPLICANT: OWNER: McIntosh & Associates Jeffrey A. Meger P.O. Box 21687 9100 Ming Avenue, Suite 120 Bakersfield, CA 93390 Bakersfield, CA 93311 LOCATION: Northeast corner of Berkshire Road and Reliance Drive in southwest Bakersfield APN: 539-010-50 PROJECT SIZE: 54.00 acres CEQA: Section 15162 (Previous MND) EXISTING GENERAL PLAN DESIGNATION: LR (Low-Density Residential) EXISTING ZONE CLASSIFICATION: R-1 (Single-Unit Dwelling) STAFF RECOMMENDATION: Adopt Resolution and suggested findings APPROVING Second Revised Vesting Tentative Tract Map 7263 (Phased) with conditions. SITE CHARACTERISTICS: The project site is vacant land. Surrounding properties are primarily developed as: north – vacant land; east – single-family residential; south – vacant land; and west – single-family ~ BAKERSFIELD TI-E SOOIO OF~ &I,, 2nd RVTTM 7263 / 24-60000360 residential. BACKGROUND AND TIMELINE: • July 16, 2015 – The Bakersfield Planning Commission approved Vesting Tentative Tract Map (VTTM) 7263 which contained 155 lots for single family residential purposes on 82 acres. At that time, the Planning Commission also adopted a mitigated negative declaration (Resolution No. 28- 15). • October 9, 2017 – A certificate of compliance was recorded for Parcel Map Waiver No. 17-0158 to create 2 parcels. • March 9, 2022 – The application for Revised Vesting Tentative Tract Map 7263 was deemed complete. • April 21, 2022 – The Bakersfield Planning Commission recommended approval of Revised Vesting Tentative Tract Map 7263 to change a 23.45-acre portion of the project site from R-1 (One-Family Dwelling) zone to R-1-4.5 (Small Lot One-Family Dwelling-4,500 square foot minimum lot size) zone (Resolution No. 42-22) • August 17, 2022 – The City Council approved Zone Change 21-0397 to change the zone district from R-1 (One-Family Dwelling) zone to R-1-4.5 (Small Lot One-Family Dwelling-4,500 square foot minimum lot size) zone (Ordinance No. 5098). • November 21, 2024 – The application for Second Revised Vesting Tentative Tract Map 7263 was deemed complete. PROJECT ANALYSIS: The proposed second revised vesting tentative tract subdivision consists of 262 residential lots, 1 drill island, 1 sump lot, 8 landscape lots, and 2 private street lots on 54 acres for purposes of single-family and small single-family residential development. The residential lots range in size from 4,500 square feet to 13,758 square feet, and the typical lot size is approximately 45 feet wide by 100 feet deep (4,500 square feet). The net density is 5.65 units per net acre which is consistent with the LR designation of the project site of less than or equal to 7.26 dwelling units per net acre. The Pacific Gas and Electric (“PG&E”) Company has a 34-inch gas line easement traversing the property at a northwest to southeast angle. The gas line is addressed by conditions of approval, including Condition No 12.2 which states that no structure will be allowed to be constructed within 50 feet of the natural gas pipeline. The project has been designed to accommodate this gas line and still provide adequate front- yard setbacks, and a “no-build” structural setback to be indicated on the final maps adjacent to the natural gas line. Additionally, lots within 250 feet of the PG&E pipeline easement will be required to have a recorded covenant informing the future residences of the location of the pipeline easement (Condition No. 12.5). Consistency/Deviation from Design Standards. The applicant has requested three (3) deviations from City standards as listed below in Table A. Except as may otherwise be described in this staff report, the proposed project, subject to the conditions of approval, complies with the ordinances and policies of the City of Bakersfield. 2nd RVTTM 7263 / 24-60000360 Table A. Deviation Requests REQUEST APPLICANT’S REASON/JUSTIFICATION STAFF COMMENT/ RECOMMENDATION 1. Double frontage lots along Reliance Drive and Berkshire Road (collector streets) Phase 3 (Lots 1, 5-18, 67); Phase 4 (Lots 24- 42, 8) (ref BMC 16.28.170.H) Lots with rear yard adjacent to Reliance Drive will be limited by a block wall. Actual frontage will be limited to the interior street Sugar Lakes Drive. Lots with rear yard adjacent to Berkshire Road will be limited by a block wall. Actual frontage will be limited to the interior street Mission Pass Drive Wall and landscaping and waiver of direct access along collector streets is required/Recommend approval 2. Reverse corner/key lots within Phase 3 (Lots 3, 4, 29, 30, 44, 45); Phase 4 (Lots 20, 21, 23, 55) (ref BMC 16.28.170.P) Unique shape and dimensions of property and PG&E gas line limit ability to adhere strictly to City standard. Due to configuration of the lots and to allow for best usage of the property with uniform lot size/Recommend approval 3. Lot Frontage & Width Phase 3 (Lots 33, 55- 69); Phase 4 (Lots 1, 3- 11, 23) (ref BMC 16.28.170.B.1 & 16.28.170.D) Reduced lot frontage and width to 44.13 feet minimum where 45 feet minimum is required for interior lots smaller than 6,000 sq ft and 50 feet minimum where 55 feet minimum is required for interior lots larger than 6,000 sq ft. Unique shape and dimensions of property and gas line limit ability to adhere strictly to City standard. Due to physical constraints and configuration of the lots, and to allow for uniformity in lot widths/Recommend approval Double Frontage Lots. Located along both future collector street, Reliance Drive and Berkshire Road. The Bakersfield Municipal Code (“BMC”) Section 16.28.170H allows the Planning Commission flexibility in determining the appropriateness of double frontage lots with considerations to design options and street functions. The proposed double frontage lots shown on the tentative map are reasonable due to such 2nd RVTTM 7263 / 24-60000360 controlling factors as traffic, safety, appearance and setback. Staff is of the opinion the proposed double frontage lots depicted on the tentative map are consistent with said section with Condition No. 22.1 that requires waiver of direct access onto future Reliance Drive and Berkshire Road. A finding is provided in the attached resolution. Circulation. Access to this subdivision would be from Reliance Drive (collector) on the subdivision's west boundary. One private street is proposed to be extended through this subdivision to provide circulation within the neighborhood. Park Land In-Lieu Fees/Dedication. The City of Bakersfield Recreation and Parks Department provides park and recreational services to the project site. The nearest existing City park is Silver Creek Park located approximately one-half a mile north of the project site. Staff recommends payment of in-lieu fees to satisfy the park land requirement of Bakersfield Municipal Code (BMC) Chapter 15.80 (Condition No. 14). Mineral Rights. The applicant is requesting the Planning Commission approve waiver of mineral rights signatures on the final map pursuant to BMC 16.20.060 A.3 by reserving one 2.50-acre drill site (Phase 5) within the tract boundary. Condition No. 19 requires covenants be recorded to encumber the drill site, and for all lots within 500 feet of the drill site, notifying them of the location of the drill site. Staff recommends the Planning Commission approve waiver of these signatures on the final map, subject to the condition. According to California Department of Conservation’s Division of Geologic Energy Management (CalGEM), the project site is beyond their administrative boundaries of any oil or gas fields. There are no known wells on the property and no known active operators of record. If a well is uncovered, the subdivider must consult with CalGEM regarding proper abandonment of the well, in accordance with the municipal code (Condition 20). ENVIRONMENTAL REVIEW AND DETERMINATION: Pursuant to the California Environmental Quality Act (“CEQA”). An initial study was prepared for this site under VTTM 7263, and a Mitigated Negative Declaration (“MND”) was adopted on July 16, 2015. In accordance with CEQA Section 15162, no further environmental documentation is necessary because no substantial changes to the original project are proposed, there are no substantial changes in circumstances under which the project will be undertaken, and no new environmental impacts have been identified to the southwest portion of the site. Mitigation measures from the related project have been and are attached to the resolution. PUBLIC NOTIFICATION: Public notice for the proposed project and environmental determination was advertised in The Bakersfield Californian and posted on the bulletin board in the City of Bakersfield Development Services Building, 1715 Chester Avenue, Bakersfield, California. All property owners within 300 feet of the project site were notified by United States Postal Service mail regarding this public hearing in accordance with city ordinance and state law. Signs are required as part of the public notification process and must be posted between 20 to 60 days before the public hearing date. Photographs of the posted signage and the Declaration of Posting Public Hearing Notice signed by the applicant are on file at the Planning Division. Comments Received. As of this writing, no written public comments have been received. 2nd RVTTM 7263 / 24-60000360 CONCLUSIONS: Consistency with General Plan and Zoning Ordinance. The applicant has requested approval of 2RVTTM 7263 to subdivide 54 acres into 262 single family residential lots, 1 drill island, 1 sump lot, 8 landscape lots, and 2 private street lots for purposes of single-family residential development. The proposal is consistent with land use goals and policies as contained in the General Plan, which encourages continuity of existing development and allows incremental expansion of infrastructure. Additionally, the proposed project is consistent with the Zoning Ordinance and any future development onsite will also be required to comply with all applicable regulations and design standards as identified in the Zoning Ordinance. Recommendation. Staff finds that the applicable provisions of CEQA have been complied with, and the proposal is compatible with the existing land use designation and land uses in the surrounding area. The request for double frontage lots, reverse corner/key lots, and reduced lot frontage and width is based on sound engineering practices and staff supports the request with the recommended conditions of approval. Staff also believes the request to waive mineral rights is consistent with BMC Section 16.20.060 A.3. Based on information in the record, Staff recommends your Commission adopt the Resolution and findings APPROVING Second Revised Vesting Tentative Tract Map 7263 as outlined in this staff report subject to the recommended conditions. ATTACHMENTS: Map Set • Aerial • Zone Classification • General Plan Designation • Second Revised Vesting Tentative Tract Map 7263 Planning Commission Draft Resolution MAP SET Second Revised Vesting Tentative T roct Mop 7263 AERIAL I:, BAKERSFIELD 0 Feet 500 12/13/2024 1,000 t 12/13/2024 0 500 1,000 Feet> ROCKPORT AVE CANYON TRAILAVE GL A C I E R B A Y S T SU N S H I N E G R O V E D R LA C R U Z R O C K A V E EL I S C R E E K WA Y WI N D W O L F S L N EMERALD GREEN AVE RIDGEFORESTDR TULIA LN BRISTOL SPRING AVE PACIF ICPI N E S WA Y BANGOR PL SUNCHASE DR SHAVER DR LINDEN TREE AVE CAPITOL REEF DR THUNDER TRAIL DR FINLEY PARK ST MANGOGROVE WAY NOLA PASS DR WALKERS GLEN LN PE N R O S E POINT W A Y SAVANNAH HEIGHTAVE EMORYISLAND WAY LIME GROVE DR OL I V E W O O D D R MUSA GROVE AVE BANDELIER DR MOOR E S C R E E D D R NIN E M I L E P A S S D R BE A RTOO TH PAS S CT SH A N A G O L D E N S T NA V A N P L HA L F W A Y R O C K A V E CL E N A G H C O U R S E W A Y OY S T E R C R E E K W A Y ME A D O W L A R K W A Y CH A R T L E Y L N HA W K I N S C O V E D R CR O O M L N IR I S H B E N D D R WOOD B E N D C T DIAMOND SPRINGS DR LANDING COVE ST JEWEL CAVE CT OR A N G E G R O V E D R CA C T U S P A T C H D R SMUGGLERS COVE ST SHELTER COVE ST RE L I A N C E D R BERKSHIRE RD &3&' 538' 51 51 51 5 51 538' 51 51 51 51 51 5 51 51 51 51 51 5 5 51 51 Zoning Commercial Zone Designations C-2/P.C.D. Combining Residential Zone Designations R-1 One Family Dwelling R-1 (4.5) One Family Dwelling - 4500s.f. minimum R-2 Limited Multiple Family Dwelling Zone - 1 unit/2,500 sq. ft. R-2/P.U.D. Combining R-3/P.U.D. Combining 2RVTTM 7263 Second Revised Vesting Tentative Tract Map 7263 CITY OF BAKERSFIELD ~~ ~~l [I I I I I I I I I I] [1111111111] .r-r-r--r--r--- [1111111111] [1111111111] ~ BAKERSFIELD 12/13/2024 0 500 1,000 Feet> ROCKPORT AVE CANYON TRAILAVE GL A C I E R B A Y S T SU N S H I N E G R O V E D R LA C R U Z R O C K A V E EL I S C R E E K WA Y WI N D W O L F S L N EMERALD GREEN AVE RIDGEFORESTDR TULIA LN BRISTOL SPRING AVE PACIF ICPI N E S WA Y BANGOR PL SUNCHASE DR SHAVER DR LINDEN TREE AVE CAPITOL REEF DR THUNDER TRAIL DR FINLEY PARK ST MANGOGROVE WAY NOLA PASS DR WALKERS GLEN LN PE N R O S E POINT W A Y SAVANNAH HEIGHTAVE EMORYISLAND WAY LIME GROVE DR OL I V E W O O D D R MUSA GROVE AVE BANDELIER DR MOOR E S C R E E D D R NIN E M I L E P A S S D R BE A RTOO TH PAS S CT SH A N A G O L D E N S T NA V A N P L HA L F W A Y R O C K A V E CL E N A G H C O U R S E W A Y OY S T E R C R E E K W A Y ME A D O W L A R K W A Y CH A R T L E Y L N HA W K I N S C O V E D R CR O O M L N IR I S H B E N D D R WOOD B E N D C T DIAMOND SPRINGS DR LANDING COVE ST JEWEL CAVE CT OR A N G E G R O V E D R CA C T U S P A T C H D R SMUGGLERS COVE ST SHELTER COVE ST RE L I A N C E D R BERKSHIRE RD /5 +05 +05 +05 +05 *& /5 /5 +05 +05 +05 /5 /5 /5 /5 /5 /5 /5 +5 /5 Land Use RESIDENTIAL HR - High Density Residential: > 17.42 units but ≤ 72.6 dwellingunits/net acre HMR - High Medium Density Residential: > 7.26 units but ≤17.42 dwelling units/net acre LR - Low Density Residential: ≤7.26 dwelling units/net acre COMMERCIAL GC - General Commercial 2RVTTM 7263 Second Revised Vesting Tentative Tract Map 7263 CITY OF BAKERSFIELD ■-----~-··-------------------- -CJ CJ - ~ BAKERSFIELD 100 E OF 2ND REVISED VESTING TENTATIVE TRACT No. 7263 BEING A MERGER AND RE-SUBDIVISION OF PARCELS 1 & 2 OF PARCEL MAP WAIVER NO. 17-0158, RECORDED OCTOBER 9, 2017 AS DOCUMENT NO. 217135308 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. CONTAINING 262 BUILDABLE RESIDENTIAL LOTS, 1 DRILL ISLAND, 1 SUMP LOT, 8 LANDSCAPE LOTS AND 2 PRIVATE STREET LOTS, 54.00 GROSS ACRES. MAY 2024 PANAMA LANE I --=1 I =7=+-J• f-------I r--,,,-PROJECT SITE ' u ~ ~ 0 ~ "' w SCALE: 50 1 " 0 -100' 100 TRACT No. 5845 "' "h====="'===--+ ~ --------7 BERKSHIRE ROAD § : SE6. 28 __ J ! w vi ----~ N. 1/4 SEC. 28, T.30S., R.27E., M.D.M. f--w w fl_:: (J) 1X w u <r: _J C) Fl PARK STREET OF CONNECTIO I PHASF A INL BK. L'.}3 ' 70NJNG I I I I I I I I I I GFNFRAL -= PG. R-J PLAN 86 LR TRACT No. 58Ll5 PHASF 8 70NJNG R-J GENFRAL PLAN LR J 11 12 13 14 / CL BERKSHIRE ROAD 70NJNG R-J GFNFRAL PLAN PLAN R-JA -( SHEET RGF LAND COMPANY, INC. 1 2 SHEETS POR. OF THE N.E. QTR. OF SEC. 28, T.30S., R.27E, M.D.B.&M. 2ND REVISED VESTING TENTATIVE TRACT No. 7263 AutoCAD FILE: 1309914TTOL7263 DATE REVISIONS 08 12 24 Revisd er C.0.8.'s 1st check comments. 09 19 24 Revised ownershi information. 10 08 24 Revised to 45' wide lol 15 15 / BY slu slu slu DATE: 17 18 19 M. PG. j j 8 Z0NJNG R-J GENFRAL PLAN LR \ ' \ / -( 56) ---- \ ) "' TRACT No. 5845 T. 30 S., R. 27 E. : PHASE D I M.B. 44, PG. I 69 I I ' : : f------1 I , I ZONING R-1 I GENERAL P !AN I LR i i ~----- ' ' ' ' ' ________ _j___ ' McCUTCHEN ROAD ' I ; \ 1,1 \ i r 24"_;,P I ; I i h ~ I I I I / Ji i ; / ' .r ! It------ , · i I ! VICINITY MAP NO SCALE OWNER: JEFFREY A. MEGER, AS SUCCESSOR TRUSTEE TO ALL OF THE FOLLOWING TRUST: 1. BRANDOM GRIMM TRUST DATED SEPT. 28, 1992 2. KELLIE GRIM TRUST DATED SEPT. 28, 1992 3. BRETT GRIMM TRUST DATED SEPT. 28, 1992 4. CHASE GRIMM TRUST DA TED SEPT. 28, 1992 5. DA v1D GRIMM TRUST DA TED SECEMBER 1, 1995. 9100 MING A VENUE, SUITE 120 BAKERSFIELD, CA 93311 CONTACT: TOM DEE (661) 845-5771 ENGINEER: Mc!NTOSH & ASSOCIATES 10800 STOCKDALE HWY. STE. BAKERSFIELD, CA. 93311 CONTACT: BLAINE NEPTUNE (661) 834-4814 BASIS OF BEARING 103 THE BEARING OF S 88'57'35" E SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 28, T.30S., R.27E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. ALL DISTANCES AND DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF. GENERAL NOTES: ALL ROAD IMPROVEMENTS AND DRAINAGE IN THIS SUBDlv1SION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS ESTABUSHED BY THE CITY OF BAKERSFIELD. IT IS ANTICIPATED THAT THE GRADING OF THIS TRACT WILL BE WITHIN THE AMOUNTS OUTLINED WITHIN SECTION 16.16.030(0) OF THE MUNICIPAL CODE. A 10' PUBLIC UTIUTY EASEMENT (P.U.E.) IS PROPOSED AND IS LOCATED ON ALL FRONT AND SIDE YARDS ADJACENT TO ALL INTERNAL STREETS. ALL STREETS SHALL BE PRIVATE, ALL RETURN RADII ARE 20' UNLESS OTHERWISE NOTED. ALL CUL-DE-SAC & KNUCKLE RETURN RADII ARE 25'. ALL CUL-DE-SACS ARE 50' RADIUS. ALL KNUCKLES ARE 92' RADIUS. THE TRACT SHALL FOLLOW THE "COMPLETE STREET" POUCY PER RESOLUTION NO. 108-2023. NO STRUCTURES CURRENTLY EXIST ON SITE. NOTE TO PLANNING DEPARTMENT RE: AL TERNA TE STREET NAMES THE FOLLOWING STREET NAMES ARE PROVIDED AS AL TERNA TES. PLEASE CONSIDER THESE NAMES IN THE ORDER USTED TO REPLACE NAMES ON THE MAP THAT MAY NOT BE ACCEPTABLE . 1. SANI PASS 2. RAINTREE LAKE 1 \ PHA~NG i--<1 I-'----THE NUMBERING OF THE PHASES ARE FOR IDENTIFICATION PURPOSES AND DO 'j 1----- NOT NECESSARILY IMPLY THE ORDER OF DEVELOPMENT. THIS TRACT WILL BE DEVELOPED IN UP TO 3 PHASES. GATE STACKING ANALYSIS !,ATE STACKING BEQUIBEM!;J,!TS: 50' REQUIRED FOR THE FIRST 20 UNITS + 20' FOR EACH 20 UNITS THEREAFTER LOTS GATE STACKING REQUIRED 20 50' 105 105' 155' TOTAL 78 PER LANE (2 LANES) LEGEND: ---------PROJECT BOUNDARY -PHASE LINE ----OH --EXISTING O.H. ELECTRICAL UNE(S) -'----. --------OIL--rnsTING OIL UNE(S) -APPROXIMATE --IR------rnsTING IRRIGATION LINE ------G--EXISTING GAS LINE ----"''-----=--EXISTING EDGE OF PAVEMENT ------o---PROPOSEO STORM DRAIN ----------FUTURE LOTS @ -0- PROPOSEO CATCH BASIN EXISTING CONTOUR EXISTING MONUMENT --(354 EXISTING POWER POLE EXISTING DOWN GUY 1505.30 ' I ONING R-2/PUD GENERAL /PLAr H/lFI / I j -,_,_ -{ 353)----_, __ _ EX. 34" P.G.&E. HIGH PRESSURE 10800 STOCKDALE HWY, STE 103 BAKERSFIELD, CALIFORNIA 93311 (661) 834 -4814 ©2024 I DRA'WN BY: SLU I IJOB NO: 13099.14 GAS LINE 0.25% MIN. - S.F.F.N. P.S. LS. WAIVER OF DIRECT ACCESS DIRECTION OF DRAINAGE AND APPROXIMATE GRADE SEARCH FOR FOUND NOlHING PRIVATE STREET LANDSCAPE MCINTOSH &AssoclAlES I ISSUED FOR: 10/8/24 NEW GEN ENGINEERING GROUP SHEET 2 OF 2 SHEETS 2ND REVISED VESTING TENTATIVE TRACT No. 7263 RGF LAND COMPANY, INC. BEING A MERGER AND RE-SUBDIVISION OF PARCELS 1 & 2 OF PARCEL MAP WAIVER NO. 17-0158, RECORDED OCTOBER 9, 2017 AS DOCUMENT NO. 217135308 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, ST A TE OF CALIFORNIA. R/W I 45' I I I 4' I 4' 7' 34' ' 6' MIN,~ BLOCK WALL I 2' 6.5' -05' "' L,J )-1 e- S/W L,J • e-<( L,J z '-' 0 "' LANDSCAPE -g <z e-I ~:01"' AREA I ro 3: 0 gl.., I '-' ro _J ~ "' ,.._ IL"' MIN-.--- I 4:1 MAX. ED SECTION A (COLLECTOR) SCALE: 1''=1 o· R/W 94' 47' ~ 47' I 15' . 32' 32' 15' I 8' 2· 5' I 27' 5' I 5' 27' 5• 2' 8' I L/S S/W I S/W L/S I I ,.--MEDIAN a> 3: --~ (!) co A-~ .f.:1 MAX MEDI/\N---._, CURB _,L I CURB -A- ~ ~(02%Mlt-l ~ "--4:1 l1V,X COMBIN/\TION J - SIDEW/\LK .l I l EB SECTION B (ENTRANCE STREET) SCALE: 1''=1 O' -\_ COMBIN/\ TION SIDEW/\LK Rt,11 60' Rf,N I 30' I 30' I I I I 10· 20' 20· 10· I ' ' I ' I 5' 5' ci I 5' 5' I L/S S/W "' "' S/W L/S I I z z I ~ "' ~ I~ L/\NE ~I L/\NE ~I en 0 -A-c' _,L "' -A-c' _,L 14,c-MAX 13MAX COMBINATIONJ --\_ COMBINATION SIDEWALK ED SECTION C SIDEWALK (LOCAL PRIVATE STREET) SCALE: 1"=10' VARIES R/W ±64.59'-100' R/W P/L r------------4•,-------------11 /L ±32•-50• I ±32•-50• p !VAR. ~ , IvAR.I L~: 1L& I VARIES 20'-±42' VARIES 20'-±42' VARIES ,,.0 ,00 I I I I I VAR. 5' 5' VAR. I I 2' S/W "' "' S/W 2' I 1 _,_ z z ~l :L;;:: i ~ ;;::1: !2% MIN~ Ill 2X .._ u.. ~ o:i gji,:; MIN! !"=1 MAX -~d MA11 ' 16'-38' 4' I 4' 16'-38' VARIES c; I VA.RIES MEDI/\N ~I MEOIAN CURB\ U> rcURB _,L "' -A- CJ L COMBIN/\TIONJ --LcOMBIN/\TION SIDEW/\LK ®2 SECTION D SIDEW/\LK W (ENTRANCE STREET) SCALE: 1'' =1 O' NO. OF BUILDABLE DU PER PHASE L.S. P.S. SUMP DRILL PHASE LOTS AREA (AC.) ACRE AREA (AC.) LOT LOT LOT ISLAND 1 65 10.88 5.97 12.67 2 -1 - 2 57 10.78 5.29 10.78 ---- 3 80 13.90 5.76 15.68 3 1 -- 4 60 10.79 5.56 12.37 3 1 -- 5 ---2.50 ---1 TOTAL: 262 46.35 5.65 54.00 8 2 1 1 DATE REVISIONS BY 7/17/24 Revised oer C.O.B.' s 1st check comments. slu 9130124 Revised lot sizes. slu ' ! ' I I I I I POR. OF THE N.E. QTR. OF SEC. 28, T .30S., R.27E., M.D.B.&M. 10800 STOCKDALE HWY, STE 103 BAKERSFIELD, CALIFORNIA 93311 (661) 834 -4814 ©2024 2ND REVISED VESTING TENTATIVE TRACT No. 7263 AutoCAD FILE: 1309914TTOL7263 DATE: IORAYINBY: SLU I IJOONO: 13099.14 ] ISSUED FOR: I i""' 9/30/24 NEW MCINTOSH &AssoclATES GEN ENGINEERING GROUP Page 1 of 3 ATTACHMENT A DRAFT RESOLUTION NO. ________ RESOLUTION OF THE BAKERSFIELD PLANNING COMMISSION TO APPROVE SECOND REVISED VESTING TENTATIVE TRACT MAP 7263 (PHASED) LOCATED AT THE NORTHEAST CORNER OF BERKSHIRE ROAD AND RELIANCE DRIVE. WHEREAS, McIntosh & Associates representing Jeffrey A. Meger (Property Owner), filed an application with the City of Bakersfield Planning Department requesting a Second Revised Vesting Tentative Tract Map 7263 (the “Project”), and a modification request to allow Double Frontage Lots, Lot Frontage and Width Reduction and Reverse Corner/Key Lots, consisting of 262 lots, 1 drill island, 1 sump lot, 8 landscape lots, and 2 private street lots on 54 acres to develop single-family residential, as shown on attached Exhibit “B”, located at the northeast corner of Berkshire Road and Reliance Drive as shown on attached Exhibit “C”; and WHEREAS, the application was deemed complete on November 21, 2024; and WHEREAS, an initial study was conducted and it was determined that the Project would not have a significant effect on the environment and a Mitigated Negative Declaration was prepared and approved by the Planning Commission on July 16, 2015, in conjunction with Project No. VTTM 7263, in accordance with California Environmental Quality Act (CEQA); and WHEREAS, the laws and regulations relating to CEQA and the City of Bakersfield's CEQA Implementation Procedures have been duly followed by city staff and the Planning Commission; and WHEREAS, the City of Bakersfield Planning Department (1715 Chester Avenue, Bakersfield, California) is the custodian of all documents and other materials upon which the environmental determination is based; and WHEREAS, the facts presented in the staff report, environmental review, and special studies (if any), and evidence received both in writing and by verbal testimony at the above referenced public hearing support the following findings: 1. All required public notices have been given. Hearing notices regarding the Project were mailed to property owners within 300 feet of the Project area and published in the Bakersfield Californian, a local newspaper of general circulation, 20 days prior to the hearing. 2. Staff determined that the proposed activity is a project and an initial study was prepared for the original project (Project No. VTTM 7263) of the subject property and a Mitigated Negative Declaration was adopted on July 16, 2015 by the Planning Commission for the original project, and duly noticed for public review. Page 2 of 3 3. Said Mitigated Negative Declaration for the Project is the appropriate environmental document to accompany approval of the Project. In accordance with State CEQA Guidelines Section 15162, no further environmental documentation is necessary because no substantial changes to the original project are proposed, there are no substantial changes in circumstances under which the project will be undertaken, and no new environmental impacts have been identified. The Project will not significantly impact the physical environment because mitigation measures relating to air quality, biological resources, and cultural resources have been incorporated into the Project. 4. Urban services are available for the proposed development. The Project is within an area to be served by all necessary utilities and waste disposal systems. Improvements proposed as part of the Project will deliver utilities to the individual lots or parcels to be created. 5. The application, together with the provisions for its design and improvement, is consistent with the Metropolitan Bakersfield General Plan. (Subdivision Map Act Section 66473.5) The proposed density and intensity of development are consistent with the LR (Low-Density Residential) land use classification on the property. Proposed road improvements are consistent with the Circulation Element. The overall design of the project, as conditioned, is consistent with the goals and policies of all elements of the General Plan. 6. Mineral right owners' signatures may be waived on the final map pursuant to Bakersfield Municipal Code Section 16.20.060 A.3. The applicant has provided evidence with the Project application that it is appropriate to waive mineral right owners’ signatures because in accordance with BMC Section 16.20.060 A.3, if the party’s right of surface entry has not been expressly waived by recorded document prior to recordation of any final map, a drill site reserved for mineral access has been provided and notice of such as required in Section 16.20.060 A.3 has been made to each mineral owner and lessee of record. Evidence that the drill site is encumbered as such shall be by recorded document prior to recordation of the first final map. 7. In accordance with BMC 16.28.170 H, Berkshire Road and Reliance Drive functions as a major street as shown on the Project, therefore the abutting double frontage lots are reasonable due to controlling factors as traffic, safety, appearance, and setback, and are approved with construction of a 6-foot high masonry wall separating the residential lot and the major street. 8. The request for modification(s) is consistent with sound engineering practices or subdivision design features. Page 3 of 3 9. The conditions of approval are necessary for orderly development and to provide for the public health, welfare, and safety. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Bakersfield as follows: 1. The recitals above are true and correct and incorporated herein by this reference. 2. This map pertains to the Mitigated Negative Declaration previously approved in conjunction with Vesting Tentative Tract Map 7263. 3. Second Revised Vesting Tentative Tract Map 7263, is hereby approved with conditions of approval and mitigation measures shown on Exhibit "A". I HEREBY CERTIFY that the foregoing Resolution was passed and adopted by the Planning Commission of the City of Bakersfield at a regular meeting thereof held on February 6, 2025, on a motion by Commissioner _____and seconded by Commissioner ______, by the following vote. AYES: NOES: ABSENT: APPROVED DANIEL CATER, CHAIR City of Bakersfield Planning Commission Exhibits (attached): Exhibit A: Conditions of Approval Exhibit B: Location Map Exhibit C: Second Revised Vesting Tentative Tract Map By CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_PC-Res CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con EXHIBIT “A” SECOND REVISED VESTING TENTATIVE TRACT MAP 7263 CONDITIONS OF APPROVAL NOTE to Subdivider/Applicant: It is important that you review and comply with requirements and deadlines listed in the “FOR YOUR INFORMATION” packet that is provided separately. This packet contains existing ordinance requirements, policies, and departmental operating procedures as they may apply to this subdivision. PUBLIC WORKS 1. There was no letter submitted requesting deviations from standards. 2. Approval of this tentative map does not indicate approval of grading, drainage lines and appurtenant facilities shown, or any variations from ordinance, standard, and policy requirements which have neither been requested nor specifically approved. 3. Prior to grading plan review submit the following for review and approval: 3.1. A drainage study for the entire subdivision, or a revision to the approved study. 3.2. A sewer study to include providing service to the entire subdivision, and showing what surrounding areas may be served by the main line extensions. 3.3. If the tract is discharging storm water to a canal, a channel, or the Kern River: In order to meet the requirements of the City of Bakersfield’s NPDES permit, and to prevent the introduction of sediments from construction or from storm events to the waters of the US, all storm water systems that ultimately convey drainage to the river or a canal shall have a mechanical device in the storm drain system to remove or minimize the introduction of oil, grease, trash, and sediments. This device shall be reviewed and approved by the City Engineer and shall provide the greatest benefit to the storm drain system with the least maintenance cost. 4. The following conditions must be reflected in the design of the improvement plans: 4.1. Final plan check fees shall be submitted with the first plan check submission. 4.2. Per Resolution 108-2023 the area within the Tract shall implement and comply with the “complete streets” policy. Complete streets will require pedestrian and bicycle access to the Tract from existing sidewalks and bike lanes. If there is a gap less than ¼ mile then construction of asphalt sidewalks and bike lanes to the tract will be required. 4.3. Install traffic signal interconnect conduit and pull rope for the frontage in all arterials and collectors. Install conduit and pull ropes in future traffic signal locations. 4.4. In addition to other paving requirements, on and off-site road improvements may be required from any collector or arterial street to provide left turn and right turn channelization into each street (or access point) within the subdivision (or development), where warranted and as directed by the City Engineer. Said channelization shall be developed to provide necessary Exhibit “A” 2RVTTM 7263 Page 2 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con transitions and deceleration lanes to meet the current CalTrans standards for the design speed of the roadway in question. 4.5. Off-site pavement and striping construction will be required to transition from the proposed/ultimate on-site improvements to the existing conditions at the time construction commences. Transitions must be designed in accordance with City Standards and/or the Caltrans Highway Design Manual. If existing conditions change during the period of time between street improvement plan approval and construction commencement, the street improvement plans must be revised and approved by the City Engineer. 4.6. The storm drain system will need to adhere to current City of Bakersfield standards. Per City of Bakersfield Standard 3.5.3, no cross gutter will be allowed to be used within 300 feet of a storm drain system, unless specifically allowed by the City Engineer. 5. The subdivider is responsible for implementing the following: 5.1. The phasing map as submitted may be unbalanced with respect to the required improvements along the tract frontages. Therefore, to promote orderly development, each phase shall be responsible for an equal dollar amount of frontage improvement. Prior to recordation of each final map for any phase that does not construct its share of the improvements, the difference between the cost of the frontage improvements constructed and the phase share shall be placed into an escrow account. The money deposited in this account would be for the use of the developer of any future phase responsible for more than its share of improvements. The final per lot share will be based upon an approved engineer’s estimate. In lieu of the use of an escrow account, the developer may choose to construct with each phase its proportionate share of the frontage improvements, with approval of the City Engineer. 5.2. The following conditions are based upon the premise that filing of Final Maps will occur in the order shown on the map with Phase 1 first, then Phase 2, etc. If recordation does not occur in that normal progression, then, prior to recordation of each final map, the City Engineer shall determine the extent of improvements to be done with that particular phase. 5.2.1. The following shall occur with Phase 1: 5.2.1.1. Construct Reliance Drive to full half width from the Northern tract boundary to the Phase 1/3 boundary, per approved street plans (RVTTM No. 7263 – Phase 1 & 2) approved on 9/29/23, city records no. 1.1-7263 PH 1 + 2. 5.2.1.2. Construct the traffic signal modification at the intersection of Panama Lane and Reliance Drive, if not already constructed. 5.2.2. The following shall occur with Phase 3: 5.2.2.1. Construct Reliance Dr to full half width from the Phase 1/3 boundary to the Southern Tract boundary. 5.2.3. The following shall occur with Phase 4: 5.2.3.1. Construct Berkshire Road to full half width for the full extent of the street lying within the tract’s boundary. Exhibit “A” 2RVTTM 7263 Page 3 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con If the number of phases or the boundaries of the phases are changed, the developer must submit to the City Engineer an exhibit showing the number and configuration of the proposed phases. The City Engineer will review the exhibit and determine the order and extent of improvements to be constructed with each new phase. The improvement plans may require revision to conform to the new conditions. 5.3. The subdivider is responsible for verifying that existing streets within the boundary of the tract are constructed to city standards and he will reconstruct streets within the boundary if not to standard. 5.4. Where streets do not have curb and gutter, construct a minimum section of 36 feet wide consisting of 2-12’ lanes, 2-4’ paved shoulders and 2 additional feet per side of either AC or other dust proof surface. 5.5. The use of interim, non-standard drainage retention areas shall be in accordance with the drainage policy adopted by letter dated January 24, 1997, and update letter dated October 20, 2000. 5.6. In order to preserve the permeability of the sump and to prevent the introduction of sediments from construction or from storm events, Best Management Practices for complying with the requirements of the Clean Water Act are required. 5.7. All lots with sumps and water well facilities will have wall and landscaping to the appropriate street standards, at the building setback with landscaping as approved by the Public Works and Parks Directors. Public access to public sumps for maintenance shall be provided by public streets unless otherwise approved. 5.8. Drainage basins shall be reviewed and approved by both the Public Works Department and the Water Resources Department. 5.9. Install blue markers in the street at the fire hydrants per the Fire Department requirements. 6. The following must be reflected in the final map design: 6.1. A waiver of direct access shall be required for all lots abutting any arterials and collectors. 7. Prior to the recordation of the first final map within this project site, subdivider shall make written notification to the City Engineer of any public improvements required to be financed or constructed outside the boundaries of the tentative map (i.e., “offsite improvements”), as defined in BMC § 116.16.080(E), and the cost of such offsite improvements. The notice shall include an engineer’s estimate or other documentation as required by the City Engineer that outlines by line item the specific offsite improvements for purposes of verifying extension of time eligibility pursuant to Government Code Section 66452.6(a). The written notification and documentation are subject to approval by the City Engineer or his/her designee. Exhibit “A” 2RVTTM 7263 Page 4 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con 8. Prior to recording the first final map: 8.1. The City Council must have taken final action for inclusion of this tract within the Consolidated Maintenance District. 8.2. If it becomes necessary to obtain any off site right of way and if the subdivider is unable to obtain the required right of way, then he shall pay to the City the up-front costs for eminent domain proceedings and enter into an agreement and post security for the purchase and improvement of said right of way. 9. Prior to recording each final map: 9.1. All facilities within the boundaries of this subdivision identified by the approved drainage study shall be constructed in accordance with the plans approved by the City Engineer, and all easements required shall be provided. 9.2. The subdivider shall submit an enforceable, recordable document approved by the City Attorney to be recorded concurrently with the Final Map which will prohibit occupancy of any lot until all improvements have been completed by the subdivider and accepted by the City. 9.3. The subdivider shall submit an enforceable, recordable document approved by the City Attorney to be recorded concurrently with the Final Map containing information with respect to the addition of this subdivision to the consolidated maintenance district. Said covenant shall also contain information pertaining to the maximum anticipated annual cost per single family dwelling for the maintenance of landscaping associated with this tract. Said covenant shall be provided to each new property owner through escrow proceedings. If the parcel is already within a consolidated maintenance district, the owner shall update the maintenance district documents, including a Proposition 218 Ballot and Covenant, which shall be signed and notarized. 10. Prior to Notice of Completion: 10.1. The storm drain system, including the sump, shall be inspected and any debris removed. WATER RESOURCES 11. Prior to recordation of the final subdivision map the Subdivider shall: 11.1. Execute and record a Domestic Water Service Agreement with the Water Department. 11.2. Pay all applicable fees to the Water Department. 11.3. Submit a Will Serve Letter from the Water Department to the Development Services Department. 11.4. Submit water system plans to the Water Department for review and approval. Water system plans shall be prepared in accordance with the Water Department Standards and Specifications and per the Water Department’s engineering recommendations. Exhibit “A” 2RVTTM 7263 Page 5 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con 11.5. Deed to City in fee, a water facility site for a water well and/or a storage tank and/or other required water distribution infrastructure. Site size and location shall be in accordance with the Water Department Standards and Specifications and at the discretion of the Water Resources Manager. Note to Subdivider: You should contact the Water Resources Dept. at least 4 months before the date you anticipate to record a final map. 11.6. The Developer shall submit an enforceable, recordable document approved by the City Attorney to be recorded concurrently with the Final Map containing information for the addition of this development to a Sump Maintenance District. Said covenant shall be provided to each new property owner through escrow proceedings. 11.7. If the Developer desires a public sump, a new Maintenance District for future maintenance of storm drain sump facilities shall be created. Undeveloped parcels within an existing Maintenance District will be required to update Maintenance District documents. Updated documents, including Proposition 218 Ballot and Covenant, shall be signed and notarized for any public sump (Note – If already within a maintenance district, the maintenance district form may need to be updated). 11.8. Drainage from this private tract shall be kept on site. Any proposed sump within the private development shall be privately maintained. FIRE SAFETY DIVISION 12. Pipeline Easements. 12.1 Concurrently with recordation of any phase that includes the pipeline easements or portions thereof, subdivider shall show the easements on the final map with a notation that structures including accessory buildings, habitable portion of a structure, garage, deck/patio, swimming pools or unoccupied permanent structure, are prohibited within the setback and record a corresponding covenant. 12.2 Prior to or concurrently with recordation of any phase that includes the pipeline easements or portions thereof, subdivider shall show on the final map that no habitable portion of a structure, garage, deck/patio, swimming pools or unoccupied permanent structure may be built within 50 feet of a gas main, or transmission line, or refined liquid product line with 36 inches of cover and record a corresponding covenant. 12.3 No structure may be within 40 feet of a hazardous liquids pipeline bearing refined product, within 48 inches or more of cover. If a pipeline meets these criteria, the 40-foot setback line shall be shown in the final map and a corresponding covenant shall be recorded prior to or concurrently with recordation of any phase that is affected. 12.4 No habitable portion of a structure may be built within thirty (30) feet of a crude oil pipeline operating at twenty percent (20%) or greater of its design strength. Exhibit “A” 2RVTTM 7263 Page 6 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con 12.5 Prior to or concurrently with recordation of any phase within 250 feet of the pipeline easements, subdivider shall record a covenant disclosing the location of the pipelines on all lots of this subdivision within 250 feet of the pipelines. American Petroleum Institute Standards and Guidelines for property development 13. Fire Apparatus Access Roads and Hydrants 13.1 When fire protection, including fire apparatus access roads and water supplies for protection, is required to be installed, such shall be installed and made serviceable prior to any building permit issuance and throughout the time of construction. 13.2 Dead-End fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4 (California Fire Code) Table D103.4 Requirments for Dead-End Fire Apparatus Access Roads Length (Feet) Width (Feet) Turnaround Required 0-150 20 None required 151-500 20 120-foot Hammerhead, 60-foot "Y" or 96-foot diameter cul-de-sac 501-750 26 120-foot Hammerhead, 60-foot "Y" or 96-foot diameter cul-de-sac Over 750 Special Approval Required 13.3 Fire Apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus weighing at least 75,000 pounds and shall be surfaced with the first lift of asphalt to provide all-weather driving capabilities. RECREATION AND PARKS 14. Prior to recordation of each final map, the subdivider shall pay an in-lieu fee based on a park land dedication requirement of 2.5 acres per 1000 population in accordance with Chapter 15.80 of the Bakersfield Municipal Code. If the number of dwelling units increases or decreases upon recordation of a final map(s), the park land requirement will change accordingly. Refer to BMC Chapter 15.80 and the Planning Information Sheet regarding calculation and payment of in-lieu fee. In accordance with you are hereby notified that the 90-day period in which you may protest the imposition of this fee has begun. BMC Chapter 15.80 requires the Planning Commission to determine if a subdivider is to dedicate park land, pay an in-lieu fee, reserve park land or a combination of these in Exhibit “A” 2RVTTM 7263 Page 7 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con order to satisfy the City’s park land ordinance subject to Government Code Section 66020(d). Staff is recommending this condition in accordance with BMC Chapter 15.80. CITY ATTORNEY 15. In consideration by the City of Bakersfield for land use entitlements, including but not limited to related environmental approvals related to or arising from this project, the applicant, and/or property owner and/or subdivider ("Applicant" herein) agrees to indemnify, defend, and hold harmless the City of Bakersfield, its officers, agents, employees, departments, commissioners and boards ("City" herein) against any and all liability, claims, actions, causes of action or demands whatsoever against them, or any of them, before administrative or judicial tribunals of any kind whatsoever, in any way arising from, the terms and provisions of this application, including without limitation any CEQA approval or any related development approvals or conditions whether imposed by the City, or not, except for CITY’s sole active negligence or willful misconduct. This indemnification condition does not prevent the Applicant from challenging any decision by the City related to this project and the obligations of this condition apply regardless of whether any other permits or entitlements are issued. The City will promptly notify Applicant of any such claim, action or proceeding, falling under this condition within thirty (30) days of actually receiving such claim. The City, in its sole discretion, shall be allowed to choose the attorney or outside law firm to defend the City at the sole cost and expense of the Applicant and the City is not obligated to use any law firm or attorney chosen by another entity or party. PLANNING 16. This subdivision shall comply with all provisions of the Bakersfield Municipal Code, and applicable resolutions, policies and standards in effect at the time the application for the subdivision map was deemed complete per Government Code Section 66474.2. 17. The subdivision shall be recorded in no more than 6 phases. Phases shall be identified numerically and not alphabetically. Orderly development. 18. Prior to recordation of each final map, subdivider shall submit a “will serve” or “water availability” letter or other documentation acceptable to the Planning Director from the water purveyor stating the purveyor will provide water service to the phase to be recorded. Required for orderly development and provide for the public health, welfare and safety by ensuring water service to the subdivision at the time of final map Exhibit “A” 2RVTTM 7263 Page 8 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con recordation because the water purveyor has included an expiration date in the initial “will serve” letter. 19. Mineral Rights: Prior to recordation of the first final map, the following shall apply: a. Record a covenant encumbering the drill site as such; b. Record a covenant of all lots of this subdivision within 500 feet of the drill site disclosing the drill site location and possible activities. The subdivider may request the Planning Director’s approval to defer the recordation of the covenant until the phase containing lots located within 500 feet of the drill site is recorded. c. Construct a six-foot high masonry wall with gate access around the drill site as shown on the tentative tract. However, upon approval by the Planning Director, wall construction may be defer until adjacent residential lots are recorded. Wall height shall be measured to the highest adjacent grade. d. Have covenants reviewed approved by the City Attorney and Planning Director prior to recording. Required to verify compliance with BMC Section 16.20.060 A. and orderly development. 20. In the event a previously undocumented well is uncovered or discovered on the project site, the subdivider is responsible to contact the Department of Conservation’s Division of Geologic Energy Management (CalGEM). The subdivider is responsible for any remedial operations on the well required by CalGEM. Subdivider shall also be subject to provisions of BMC Section 15.66.080 (B.) Police power based on public health, welfare and safety. 21. Subdivider shall be required to comply with clear sight lines per BMC Section 17.08.175 on all corner lots. Prior to recordation of each final map, subdivider shall submit for substantial conformance, a diagram demonstrating the corner lot(s) comply with said section and have an adequate building envelop that meets required setbacks. (Note: if unable to comply, the lot(s) shall be adjusted to comply with clear sight line and other applicable ordinances and be approved by the Planning Director prior to recordation of a final map.) Required for public safety. 22. Modification requests are approved as follows: 22.1 The modification request for double frontage lots and side yards along Reliance Drive and Berkshire Road is approved subject to construction of masonry wall, and landscaping in accordance with City collector street standards. 22.2 The request for reverse corner lots is approved. 22.3 The request for reduced lot frontage and width is approved. Exhibit “A” 2RVTTM 7263 Page 9 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con Orderly development. Air Quality and Green House Gas Mitigation Measures 23. As the project shall be completed in compliance with SJVAPCD Regulation VIII, dust control measures would be taken to ensure compliance specifically during grading and construction phases. The required Regulation VII measures are as follows: • Water previously exposed surfaces (soil) whenever visible dust is capable of drifting from the site or approaches 20 percent opacity. • Water all unpaved haul roads a minimum of three-times/day or whenever visible dust from such roads is capable of drifting from the site or approaches 20 percent opacity. • Reduce speed on unpaved roads to less than 15 miles per hour. • Install and maintain a track out control device that meets the specifications of SJVAPCD Rule 8041 if the site exceeds 150 vehicle trips per day or more than 20 vehicle trips per day by vehicles with three or more axles. • Stabilize all disturbed areas, including storage piles, which are not being actively utilized for production purposes using water, chemical stabilizers or by covering with a tarp or other suitable cover. • Control fugitive dust emissions during land clearing, grubbing, scraping, excavation, leveling, grading, or cut and fill operations with application of water or by presoaking. • When transporting materials offsite, maintain a freeboard limit of at least 6 inches and cover or effectively wet to limit visible dust emissions. • Limit and remove the accumulation of mud and/or dirt from adjacent public roadways at the end of each workday. (Use of dry rotary brushes is prohibited except when preceded or accompanied by sufficient wetting to limit visible dust emissions and use of blowers is expressly forbidden). • Stabilize the surface of storage piles following the addition or removal of materials using water or chemical stabilizer/suppressants. • Remove visible track-out from the site at the end of each workday. • Cease grading or other activities that cause excessive (greater than 20 percent opacity) dust formation during periods of high winds (greater than 20 mph over a one-hour period). Required PM10 Reduction Mitigation Measure 24. In accordance with the GAMAQI guidance document, construction activities shall comply with the following measures to reduce equipment exhaust: • Maintain all construction equipment as recommended by manufacturer manuals. • Shut down equipment when not in use for extended periods. • Construction equipment shall operate no longer than eight (8) cumulative hours per day. • Use electric equipment for construction whenever possible in lieu of diesel or gasoline powered equipment. Exhibit “A” 2RVTTM 7263 Page 10 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con • Curtail use of high-emitting construction equipment during periods of high or excessive ambient pollutant concentrations. • All construction vehicles shall be equipped with proper emissions control equipment and kept in good and proper running order to substantially reduce NOx emissions. • On-Road and Off-Road diesel equipment shall use diesel particulate filters if permitted under manufacturer’s guidelines. • On-Road and Off-Road diesel equipment shall use cooled exhaust gas recirculation (EGR) if permitted under manufacturer’s guidelines. • All construction workers shall be encouraged to shuttle (car-pool) to retail establishments or to remain on-site during lunch breaks. • All construction activities within the project area shall be discontinued during the first stage smog alerts. • Construction and grading activities shall not be allowed during first stage O3 alerts. First stage O3 alerts are declared when the O3 level exceeds 0.20 ppm (1-hour average). 25. The following measures are recommended to further reduce the potential for long-term emissions from the project. These measures are required as a matter of regulatory compliance to ensure that the proposed project emissions are not exceeded: • The project design shall comply with applicable standards set forth in Title 24 of the Uniform Building Code to minimize total consumption of energy. • Applicants shall be required to comply with applicable mitigation measures in the AQAP, SJVAPCD Rules, Traffic Control Measures, Regulation VIII and Indirect Source Rules for the SJVAPCD. • The developer shall comply with the provisions of SJVAPCD Rule 4601 - Architectural Coatings, during the construction of all buildings and facilities. Application of architectural coatings shall be completed in a manner that poses the least emissions impacts whenever such application is deemed proficient. • The applicant shall comply with the provisions of SJVAPCD Rule 4641 during the construction and pavement of all roads and parking areas within the project area. Specifically, the applicant shall not allow the use of: o Rapid cure cutback asphalt; o Medium cure cutback asphalt; o Slow cure cutback asphalt (as specified in SJVAPCD Rule 4641, Section 5.1.3); or Emulsified asphalt (as specified in SJVAPCD Rule 4641, Section 5.1.4). o The developer shall comply with applicable provisions of SJVAPCD Rule 9510 (Indirect Source Review). 26. The following mitigation measures are recommended to further reduce the potential for Greenhouse Gas emissions from the project. These measures will be required to ensure that the proposed project emissions are reduced to extent feasible and as required under state regulation: • The project shall comply with the requirements of state and/or federal legislation and/or regulation to reduce or eliminate production of Greenhouse Gasses. Exhibit “A” 2RVTTM 7263 Page 11 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con Mitigation measures as recommended by Air Quality Impact Analysis on file, dated December 2014. Biological Impact Mitigation Measures 27. Prior to ground disturbance, developer shall comply with the Metropolitan Bakersfield Habitat Conservation Plan (MBHCP) , which will include a survey prepared by California Department of Fish and Wildlife approved MBHCP biologist. The survey includes the location for kit fox and comply with the provisions of the MBHCP. Survey protocol shall be recommended by the California Department of Fish and Wildlife. Copies of the survey shall be provided to the Development Services Department, California Department of Fish and Wildlife, and the U.S. Fish and Wildlife Service prior to ground disturbance. Developer shall be subject to additional mitigation measures recommended by the qualified biologist. Habitat Conservation fees shall be required for this project and will be calculated based on the fee in effect at the time we issue an urban development permit (includes grading plan approvals) as defined in the Implementation/Management Agreement (Section 2.21) for the Metropolitan Bakersfield Habitat Conservation Plan (“MBHCP”). Upon payment of the fee, the applicant will receive acknowledgment of compliance with Metropolitan Bakersfield Habitat Conservation Plan (Implementation/Management Agreement Section 3.1.4). This fee is currently $2,145 per gross acres, payable to the City of Bakersfield (submit to the Planning Division). This fee must be paid before any grading or other site disturbance occurs. Forms and instructions are available at the Planning Division or on the city’s web site at https://bakersfieldcity.us/gov/depts/community_development/habitat.htm The current MBHCP expires on June 1, 2023. To ensure take of covered species does not occur after the expiration date, fees must be paid no later than January 1, 2023 and all covered activities must be completed by the MBHCP expiration date of June 1, 2023. As determined by the City, only projects ready to be issued an urban development permit, grading plan approval, or building permit will be eligible to pay fees under the current MBHCP. Early payment or pre-payment of MBHCP fees shall not be allowed. The ability of the City to issue urban development permits is governed by the terms of the MBHCP. Urban development permits issued after the 2023 expiration date may be subject to a new or revised Habitat Conservation Plan, if approved, or be required to comply directly with requests of the U.S. Fish & Wildlife Service and the California Department of Fish and Wildlife (“CDFW”). Mitigation measure. 28. Burrowing Owl Notification: The burrowing owl is a migratory bird species protected by international treaty under the Migratory Bird Treaty Act (MBTA) of 1918 (16 U.S.C. 703- Exhibit “A” 2RVTTM 7263 Page 12 of 12 CC\S:\05_Land Division\01_Hearing & Noticing Documents\Draft\2RVTTM 7263_Exh Con 711). The MBTA makes it unlawful to take, possess, buy, sell, purchase, or barter any migratory bird listed in 50 C.F.R. Part 10 including feathers or other parts, nests, eggs, or products, except as allowed by implementing regulations (50 C.F.R. 21). Sections 3503, 3503.5, and 3800 of the California Fish and Game Code prohibit the taking, possession, or destruction of birds, their nests or eggs. To avoid violation of the provisions of these laws generally requires that project related disturbance at active nesting territories be reduced or eliminated during critical phases of the nesting cycle (March 1- August 15, annually). Disturbance that causes nest abandonment and/or loss of reproductive effort (e.g., killing or abandonment of eggs or young) may be considered “taking” and is potentially punishable by fines and/or imprisonment. Mitigation measure. Cultural Impact Mitigation Measures 29. Although no cultural resources were found on the site, there is the possibility that unrecorded cultural resources or buried remains could be found during construction or earth disturbing activities. Should the subsurface archaeological remains be unearthed during construction activity, work in the area would stop immediately and a qualified archaeologist shall be consulted for further evaluation. Any measures by the archaeologist shall be complied with at that time. 30. If human remains are discovered during grading or construction activities, work would cease pursuant to Section 7050.5 of the California Health and Safety Code. If human remains are identified on the site at any time, work shall stop at the location of the find and the Kern County Coroner shall be notified immediately (Section 7050.5 of the California Health and Safety Code and Section 5097.98 of the California Public Resources Code which details the appropriate actions necessary for addressing the remains) and the local Native American community shall be notified immediately. Mitigation measures as recommended by Cultural Resources Study on file, dated May 2005, Revised September 2007. 12/13/2024 0 500 1,000 Feet> Ǧ͚Ȁ0ǤǤǤ 2Ǧ͚Ȁ0ǤǤǤ 2Ǧ͚Ȁ0ǤǤǤ 2Ǧ͚Ȁ0ǤǤǤ 2Ǧ͚Ȁ0ǤǤǤ 2Ǧ͙ 2Ǧ͙ 2Ǧ͚ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͚ 2Ǧ͙ 2Ǧ͚2Ǧ͚ 2Ǧ͙ 2Ǧ͙ 2Ǧ͛Ȁ0ǤǤǤ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙2Ǧ͙ 2Ǧ͙ ȋ͜Ǥ͝Ȍ 2Ǧ͙ ȋ͜Ǥ͝Ȍ 2Ǧ͙ ȋ͜Ǥ͝Ȍ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͙ 2Ǧ͚ 2Ǧ͚ 2Ǧ͚2Ǧ͚2Ǧ͙ 2Ǧ͙ 2Ǧ͙2Ǧ͙ 2Ǧ͙ 52&.3257 $9( &$1<21 75$,/$9( */ $ & , ( 5  % $ <  6 7 68 1 6 + , 1 (  * 5 2 9 (  ' 5 /$  & 5 8 =  5 2 & .  $ 9 ( (/ , 6 & 5 ( ( . :$ < :, 1 '  : 2 / F 6  / 1 (0(5$/'*5((1$9( 5,'*(F25(67'5 78/,$/1 %5,672/635,1*$9( 3$&,F , &3,1 ( 6 :$ < %$1*253/ 681&+$6('5 6+$9(5'5 /,1'(175(($9( &$3,72/5((F'5 7+81'(575$,/'5 F,1/(<3$5.67 0$1*2*529( :$< 12/$3$66'5 :$/.(56*/(1/1 3( 1 5 2 6 ( 32 , 1 7: $ < 6$9$11$+ +(,*+7$9( (025<,6/$1':$< /,0(*529('5 2/ , 9 (  : 2 2 '  ' 5 086$*529($9( %$1'(/,(5'5 022 5 ( 6  & 5 ( ( '  ' 5 1, 1 (  0 , / (  3 $ 6 6  ' 5 %( $ 57227+ 3$6 6 &7 6+ $ 1 $ * 2 / ' ( 1  6 7 1$ 9 $ 1  3 / +$ / F : $ <  5 2 & .  $ 9 ( &/ ( 1 $ * +  & 2 8 5 6 (  : $ < 2< 6 7 ( 5  & 5 ( ( .  : $ < 0( $ ' 2 :  / $ 5 .  : $ < &+ $ 5 7 / ( <  / 1 +$ : . , 1 6  & 2 9 (  ' 5 &5 2 2 0  / 1 ,5 , 6 +  % ( 1 '  ' 5 :22 ' % ( 1 '  & 7 ',$021'635,1*6'5 /$1',1*&29(67 -(:(/&$9(&7 25 $ 1 * (  * 5 2 9 (  ' 5 &$ & 7 8 6  3 $ 7 & +  ' 5 608**/(56&29(67 6+(/7(5&29(67 5( / , $ 1 & (  ' 5 %(5.6+,5(5' Zoning R-1 One Family Dwelling 6,000 sq.ft. min lot sizeR-1-4.5 One Family Dwelling 4,500 sq.ft. min lot size E Estate 10,000 sq.ft. min lot size R-S Residential Suburban 24,000 sq.ft./dwelling unitR-S-( ) Residential Suburban 1, 2.5, 5 or 10 min lot size R-2 Limited Multiple Family Dwelling 4,500 sq.ft. min lot size (single family) 6,000 sq.ft. min lot size (multifamily) 2,500 sq.ft. lot area/dwelling unitR-3 Multiple Family Dwelling 6,000 sq.ft. min lot size 1,250 sq.ft. lot area/dwelling unit R-4 High Density Multiple Family Dwelling 6,000 sq.ft. min lot size 600 sq.ft. lot area/dwelling unit R-H Residential Holding 20 acre min lot sizeA Agriculture 6,000 sq.ft. min lot size A-20A Agriculture 20 acre min lot size A-WR Agriculture-Water Recharge CombiningPUD Planned Unit Development TT Travel Trailer Park MH MobilehomeC-O Professional & Administrative Office C-1 Neighborhood CommercialC-2 Regional Commercial C-C Commercial Center C-B Central BusinessPCD Planned Commercial Development M-1 Light Manufacturing M-2 General ManufacturingM-3 Heavy Industrial P Automobile Parking RE RecreationCh Church Overlay OS Open Space HOSP Hospital OverlayAD Architectural Design Overlay FP-P Floodplain PrimaryFP-S Floodplain Secondary AA Airport Approach DI Drilling IslandPE Petroleum Extraction Combining SC Senior Citizen Overlay HD Hillside Development CombiningWM West Ming Specific Plan 2RVTTM 7263 Second Revised Vesting Tentative Tract Map 7263 CITY OF BAKERSFIELD E[KiEit B 11 ', I I i' I I r---,----i-----: I I I ~ "'T"""l--t--t-l 1111 r--r---t-t--t-1 : l---r-r--r---t-11 --r-r---r---T- ~ BAKERSFIELD Exhibit C 100 E OF 2ND REVISED VESTING TENTATIVE TRACT No. 7263 BEING A MERGER AND RE-SUBDIVISION OF PARCELS 1 & 2 OF PARCEL MAP WAIVER NO. 17-0158, RECORDED OCTOBER 9, 2017 AS DOCUMENT NO. 217135308 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. CONTAINING 262 BUILDABLE RESIDENTIAL LOTS, 1 DRILL ISLAND, 1 SUMP LOT, 8 LANDSCAPE LOTS AND 2 PRIVATE STREET LOTS, 54.00 GROSS ACRES. MAY 2024 PANAMA LANE I --=1 I =7=+-J• f-------I r--,,,-PROJECT SITE ' u ~ ~ 0 ~ "' w SCALE: 50 1 " 0 -100' 100 TRACT No. 5845 "' "h====="'===--+ ~ --------7 BERKSHIRE ROAD § : SE6. 28 __ J ! w vi ----~ N. 1/4 SEC. 28, T.30S., R.27E., M.D.M. f--w w fl_:: (J) 1X w u <r: _J C) Fl PARK STREET OF CONNECTIO I PHASF A INL BK. L'.}3 ' 70NJNG I I I I I I I I I I GFNFRAL -= PG. R-J PLAN 86 LR TRACT No. 58Ll5 PHASF 8 70NJNG R-J GENFRAL PLAN LR J 11 12 13 14 / CL BERKSHIRE ROAD 70NJNG R-J GFNFRAL PLAN PLAN R-JA -( SHEET RGF LAND COMPANY, INC. 1 2 SHEETS POR. OF THE N.E. QTR. OF SEC. 28, T.30S., R.27E, M.D.B.&M. 2ND REVISED VESTING TENTATIVE TRACT No. 7263 AutoCAD FILE: 1309914TTOL7263 DATE REVISIONS 08 12 24 Revisd er C.0.8.'s 1st check comments. 09 19 24 Revised ownershi information. 10 08 24 Revised to 45' wide lol 15 15 / BY slu slu slu DATE: 17 18 19 M. PG. j j 8 Z0NJNG R-J GENFRAL PLAN LR \ ' \ / -( 56) ---- \ ) "' TRACT No. 5845 T. 30 S., R. 27 E. : PHASE D I M.B. 44, PG. I 69 I I ' : : f------1 I , I ZONING R-1 I GENERAL P !AN I LR i i ~----- ' ' ' ' ' ________ _j___ ' McCUTCHEN ROAD ' I ; \ 1,1 \ i r 24"_;,P I ; I i h ~ I I I I / Ji i ; / ' .r ! It------ , · i I ! VICINITY MAP NO SCALE OWNER: JEFFREY A. MEGER, AS SUCCESSOR TRUSTEE TO ALL OF THE FOLLOWING TRUST: 1. BRANDOM GRIMM TRUST DATED SEPT. 28, 1992 2. KELLIE GRIM TRUST DATED SEPT. 28, 1992 3. BRETT GRIMM TRUST DATED SEPT. 28, 1992 4. CHASE GRIMM TRUST DA TED SEPT. 28, 1992 5. DA v1D GRIMM TRUST DA TED SECEMBER 1, 1995. 9100 MING A VENUE, SUITE 120 BAKERSFIELD, CA 93311 CONTACT: TOM DEE (661) 845-5771 ENGINEER: Mc!NTOSH & ASSOCIATES 10800 STOCKDALE HWY. STE. BAKERSFIELD, CA. 93311 CONTACT: BLAINE NEPTUNE (661) 834-4814 BASIS OF BEARING 103 THE BEARING OF S 88'57'35" E SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 28, T.30S., R.27E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. ALL DISTANCES AND DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF. GENERAL NOTES: ALL ROAD IMPROVEMENTS AND DRAINAGE IN THIS SUBDlv1SION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS ESTABUSHED BY THE CITY OF BAKERSFIELD. IT IS ANTICIPATED THAT THE GRADING OF THIS TRACT WILL BE WITHIN THE AMOUNTS OUTLINED WITHIN SECTION 16.16.030(0) OF THE MUNICIPAL CODE. A 10' PUBLIC UTIUTY EASEMENT (P.U.E.) IS PROPOSED AND IS LOCATED ON ALL FRONT AND SIDE YARDS ADJACENT TO ALL INTERNAL STREETS. ALL STREETS SHALL BE PRIVATE, ALL RETURN RADII ARE 20' UNLESS OTHERWISE NOTED. ALL CUL-DE-SAC & KNUCKLE RETURN RADII ARE 25'. ALL CUL-DE-SACS ARE 50' RADIUS. ALL KNUCKLES ARE 92' RADIUS. THE TRACT SHALL FOLLOW THE "COMPLETE STREET" POUCY PER RESOLUTION NO. 108-2023. NO STRUCTURES CURRENTLY EXIST ON SITE. NOTE TO PLANNING DEPARTMENT RE: AL TERNA TE STREET NAMES THE FOLLOWING STREET NAMES ARE PROVIDED AS AL TERNA TES. PLEASE CONSIDER THESE NAMES IN THE ORDER USTED TO REPLACE NAMES ON THE MAP THAT MAY NOT BE ACCEPTABLE . 1. SANI PASS 2. RAINTREE LAKE 1 \ PHA~NG i--<1 I-'----THE NUMBERING OF THE PHASES ARE FOR IDENTIFICATION PURPOSES AND DO 'j 1----- NOT NECESSARILY IMPLY THE ORDER OF DEVELOPMENT. THIS TRACT WILL BE DEVELOPED IN UP TO 3 PHASES. GATE STACKING ANALYSIS !,ATE STACKING BEQUIBEM!;J,!TS: 50' REQUIRED FOR THE FIRST 20 UNITS + 20' FOR EACH 20 UNITS THEREAFTER LOTS GATE STACKING REQUIRED 20 50' 105 105' 155' TOTAL 78 PER LANE (2 LANES) LEGEND: ---------PROJECT BOUNDARY -PHASE LINE ----OH --EXISTING O.H. ELECTRICAL UNE(S) -'----. --------OIL--rnsTING OIL UNE(S) -APPROXIMATE --IR------rnsTING IRRIGATION LINE ------G--EXISTING GAS LINE ----"''-----=--EXISTING EDGE OF PAVEMENT ------o---PROPOSEO STORM DRAIN ----------FUTURE LOTS @ -0- PROPOSEO CATCH BASIN EXISTING CONTOUR EXISTING MONUMENT --(354 EXISTING POWER POLE EXISTING DOWN GUY 1505.30 ' I ONING R-2/PUD GENERAL /PLAr H/lFI / I j -,_,_ -{ 353)----_, __ _ EX. 34" P.G.&E. HIGH PRESSURE 10800 STOCKDALE HWY, STE 103 BAKERSFIELD, CALIFORNIA 93311 (661) 834 -4814 ©2024 I DRA'WN BY: SLU I IJOB NO: 13099.14 GAS LINE 0.25% MIN. - S.F.F.N. P.S. LS. WAIVER OF DIRECT ACCESS DIRECTION OF DRAINAGE AND APPROXIMATE GRADE SEARCH FOR FOUND NOlHING PRIVATE STREET LANDSCAPE MCINTOSH &AssoclAlES I ISSUED FOR: 10/8/24 NEW GEN ENGINEERING GROUP Exhibit C SHEET 2 OF 2 SHEETS 2ND REVISED VESTING TENTATIVE TRACT No. 7263 RGF LAND COMPANY, INC. BEING A MERGER AND RE-SUBDIVISION OF PARCELS 1 & 2 OF PARCEL MAP WAIVER NO. 17-0158, RECORDED OCTOBER 9, 2017 AS DOCUMENT NO. 217135308 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, ST A TE OF CALIFORNIA. R/W I 45' I I I 4' I 4' 7' 34' ' 6' MIN,~ BLOCK WALL I 2' 6.5' -05' "' L,J )-1 e- S/W L,J • e-<( L,J z '-' 0 "' LANDSCAPE -g <z e-I ~:01"' AREA I ro 3: 0 gl.., I '-' ro _J ~ "' ,.._ IL"' MIN-.--- I 4:1 MAX. ED SECTION A (COLLECTOR) SCALE: 1''=1 o· R/W 94' 47' ~ 47' I 15' . 32' 32' 15' I 8' 2· 5' I 27' 5' I 5' 27' 5• 2' 8' I L/S S/W I S/W L/S I I ,.--MEDIAN a> 3: --~ (!) co A-~ .f.:1 MAX MEDI/\N---._, CURB _,L I CURB -A- ~ ~(02%Mlt-l ~ "--4:1 l1V,X COMBIN/\TION J - SIDEW/\LK .l I l EB SECTION B (ENTRANCE STREET) SCALE: 1''=1 O' -\_ COMBIN/\ TION SIDEW/\LK Rt,11 60' Rf,N I 30' I 30' I I I I 10· 20' 20· 10· I ' ' I ' I 5' 5' ci I 5' 5' I L/S S/W "' "' S/W L/S I I z z I ~ "' ~ I~ L/\NE ~I L/\NE ~I en 0 -A-c' _,L "' -A-c' _,L 14,c-MAX 13MAX COMBINATIONJ --\_ COMBINATION SIDEWALK ED SECTION C SIDEWALK (LOCAL PRIVATE STREET) SCALE: 1"=10' VARIES R/W ±64.59'-100' R/W P/L r------------4•,-------------11 /L ±32•-50• I ±32•-50• p !VAR. ~ , IvAR.I L~: 1L& I VARIES 20'-±42' VARIES 20'-±42' VARIES ,,.0 ,00 I I I I I VAR. 5' 5' VAR. I I 2' S/W "' "' S/W 2' I 1 _,_ z z ~l :L;;:: i ~ ;;::1: !2% MIN~ Ill 2X .._ u.. ~ o:i gji,:; MIN! !"=1 MAX -~d MA11 ' 16'-38' 4' I 4' 16'-38' VARIES c; I VA.RIES MEDI/\N ~I MEOIAN CURB\ U> rcURB _,L "' -A- CJ L COMBIN/\TIONJ --LcOMBIN/\TION SIDEW/\LK ®2 SECTION D SIDEW/\LK W (ENTRANCE STREET) SCALE: 1'' =1 O' NO. OF BUILDABLE DU PER PHASE L.S. P.S. SUMP DRILL PHASE LOTS AREA (AC.) ACRE AREA (AC.) LOT LOT LOT ISLAND 1 65 10.88 5.97 12.67 2 -1 - 2 57 10.78 5.29 10.78 - - - - 3 80 13.90 5.76 15.68 3 1 - - 4 60 10.79 5.56 12.37 3 1 - - 5 - - -2.50 - - -1 TOTAL: 262 46.35 5.65 54.00 8 2 1 1 DATE REVISIONS BY 7/17/24 Revised oer C.O.B.' s 1st check comments. slu 9130124 Revised lot sizes. slu ' ! ' I I I I I POR. OF THE N.E. QTR. OF SEC. 28, T .30S., R.27E., M.D.B.&M. 10800 STOCKDALE HWY, STE 103 BAKERSFIELD, CALIFORNIA 93311 (661) 834 -4814 ©2024 2ND REVISED VESTING TENTATIVE TRACT No. 7263 AutoCAD FILE: 1309914TTOL7263 DATE: IORAYINBY: SLU I IJOONO: 13099.14 ] ISSUED FOR: I i""' 9/30/24 NEW MCINTOSH &AssoclATES GEN ENGINEERING GROUP