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Home My WebLink AboutPA2022-0215_202221018_PRR_Public WorksCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT October 18, 2022 TO: Caitlyn Curley, Planning Technician Community Development Department FROM: David Keely Senior Civil Engineer SUBJECT: FINDINGS AND CONDITIONS OF APPROVAL FOR TENTATIVE PARCEL MAP (PA2022-0215) 1511 Cliff Drive FINDINGS: 1. That the design of the development will not conflict with any easements acquired by the public at large for access through or use of property within the proposed development. 2. That public improvements will be required of the Applicant per the Municipal Code and the Subdivision Map Act. CONDITIONS: 1. 2. 3. 4. A parcel Map shall be recorded. The Map shall be prepared on the California coordinate system (NAD83). Prior to recordation of the Map, the surveyor/engineer preparing the Map shall submit to the County Surveyor and the City of Newport Beach a digital-graphic file of said map in a manner described in Section 7-9-330 and 7-9-337 of the Orange County Subdivision Code and Orange County Subdivision Manual, Subarticle 18. The Map to be submitted to the City of Newport Beach shall comply with the City's CADD Standards. Scanned images will not be accepted. Prior to recordation of the parcel map, the surveyor/engineer preparing the map shall tie the boundary of the map into the Horizontal Control System established by the County Surveyor in a manner described in Sections 7-9-330 and 7-9-337 of the Orange County Subdivision Code and Orange County Subdivision Manual, Subarticle 18. Monuments (one inch iron pipewith ta~) shall be set On Each Lot Corner unless otherwise approved by the Subdivision Engineer. Monuments shall be protected in place if installed prior to completion of construction project. All improvements shall be constructed as required by Ordinance and the Public Works Department. An encroachment permit is required for all work activities within the public right- of-way. PA2022-0215 5. Reconstruct the existing broken and/or otherwise damaged concrete curb and gutter along the Cliff Drive frontage per City Standard. 6. Install a 5-foot wide sidewalk along the Cliff Drive project frontage. 7. Each unit shall be served by its individual water service/meter and sewer lateral/cleanout. Each water meter and sewer cleanout shall be installed with a traffic-grade box and cover. 8. All existing overhead utilities shall be undergrounded. 9. Install new sod or low groundcovers of the type approved by the City throughout the Cliff Drive parkway fronting the development site. 10. Install two new 36-in box street tree along the Cliff Drive parkway. 11. All improvements shall comply with the City's sight distance requirement. See City Standard 110. 12. In case of damage done to public improvements surrounding the development site by the private construction, additional reconstruction within the public right- of-way could be required at the discretion of the Public Works Inspector. CORRECTIONS AND COMMENTS: 1. Remove the angled drain line within the public right of way. All curb drains shall be installed perpendicular to the curb face. This connection should be located on the private side of the property line. PA2022-0215 EXISTfNG LEGAL DESCRIPTION LOT / BLOCK A, OF TRACT NO 1Z;;, IN THE CITY OF NEIWORT BEACH, COUNTY jOF 0RANCE,jSTATE ;/ CALIFORNIA, AS PER MAP RECORDED IN BOOK Ya. PACES tr! ANO 2V ~LE0 IN THE omcE OF THE COUNTY RECORDER OF ORANGE COUNTY. "' CPf3£ (91.05) " ___ _ ___ _ x _1174-sroo·w (91 H)AC (91r l)AC - --x- (91.21)AC TITLE REPORT AND EASEMENTS PRELIMINARY TillE REPORT PREPARED BY TICOR TillE COMPANY DATED JJLY 8, 2022 V.,TH ORDER NO. 00913424-997-JC2 CD EASEMENT(S) FOR THE PURP0SE(S) SH0v.tl BELOW ANO RIGHTS INCIDENTAL THERETO AS GRANTED IN A DOCUMENT: GRANTED TO: PURPOSE: RECORDING NO: SOUTHERN CALIFORNIA EDISON COMPANY PUBLIC UTILITIES BOOK 1599, PACE 200, OF omclAL RECORDS AFFECTS: SAID LANO MORE PARTICULARLY DESCRIBED THEREIN (PLOTTED) @ EASEMENT(S) FOR THE PURP0SE(S) SH0v.tl BELOW ANO RIGHTS INCIDENTAL THERETO AS GRANTED IN A DOCUMENT: GRANTED TO: PURPOSE: RECORDING NO: PACIFIC TELEPHONE ANO TELEGRAPH COMPANY PUBLIC UTILITIES BOOK 1600, PACE 313, OF OFFICIAL RECORDS AFFECTS: SAID LANO MORE PARTICULARLY DESCRIBED THEREIN (PLOTTED) ASSESSOR'S PARCEL NUMBER 049-221-10. FLOOD ZONE FEMA MAP NO. 06059C0381K CITY OF NEWPORT BEACH, 060227 FLOOD ZONE: ZONE •x• AREA OF MINIMAL FLOOD HAZARD EFFECTIVE ON 03/21/2019 PROPOSED U SE OF LAND RESIDENTIAL/CONDOMINIUM. GENERAL PLAN LAND U SE R-2 (TWO-UNIT RESIDENTIAL) ZONING DISTRICT. ZONING R-2 (TWO-UNIT RESIDENTIAL) ZONING DISTRICT. MINIMUM DIMENSION REQUIRED FOR EACH NEWLY CREATED LOT: LOT AREA: LOT V.,QTH: FRONT SETBACK: SIDE SETBACK: REAR SETBACK: HEIGHT: 5,000 SF. 50' 20' 4' 10' 24' (FLAT} 29' (SLOPED) UT ILIT Y PROVIDERS CITY OF NEIW0RT BEACH _____ W,ATER 1-949-644-3066 CITY OF NEIW0RT BEACH SEWER 1-949-644-3066 CITY OF NEIW0RT BEACH STORM DRAIN 1-949-644-3066 CITY OF NEIW0RT BEACH TRASH COLLECTION 1-949-644-3066 SOUTHERN CALIFORNIA EDISON_____J:LECTRICITY 1-800-655-4555 THE GAS COMPANY ______ ~GAS 1-800-427-2200 APPLICA T ION N O . TENTATIVE PARCEL MAP NO. NP2022-XXX (PA2022-XXX) COUNTY MAP NO. 2022-157 PREPARED BY: PREPARED FOR: PROPERTY OWNER MR. JUAN BATISTA ARCHITECT: TEALE ARHITECTURE MR. MARK TEALE WA TER MAIN SHO\\N PER WATER MAIN CONSTRUCTION PLAN LNO W-5006-S SANITARY SEWER MAIN SHOi'aN PER ao OTY IMPROVEMENT re r_~--- • (91.05)1c0 ___ 90.9a Tc 90.66 Fl 90.59 ADJACENT R[SIOENCE \:~ §~t;f)) SOILS ENGINEER: R MCCARTHY CONSUL TING MR. ROBERT J. MCCARTHY 0 CRF 2900 BRISTOL STREET, 23 CORPORATE PLAZA BLDG A, SUITE 203 SUITE 150 l]:[]!J@O[Rl n COSTA MESA, CA. 92626. NEIW0RT BEACH, CA. 92660. CIVIL ENGINEERING• LANO SURVEYING P: 949-975-0123 P: 949-629-2539 P:626-890-1144 E: MTEALE90CMAILC0M E: INfOORMCCARniYCONSULTlNG.COM X (90.2)rC STRUCTURAL ENGINEER: MR. SHUCRI YAGHI 112 E. CHAPMAN AVENUE SUITE D ORANGE, CALIFORNIA, 92666. P:714-997-9120 -<t:--S: L l FF-,? R J V _§ __ _ (91 09)AC "' CP/l5 (90.B<) ----;r-_ 918.11' (917.9:r.l (90 97)AC 903.02' (90t9J') "! (90.6)FG ::: (90.6)fC AREA SUMMARY TOTAL LOT AREA: 7,153 SF. OR 0.164 AC EXISTING CONDITION IMPERVIOUS AREA: 106 SF. OR 0.002 AC. PERVI0US AREA: 7,047 SF. OR 0.162 AC. PROPOSED COND1TION IMPERVIOUS AREA: 6,091 SF. OR 0.140 AC. PERVI0US AREA: 1,062 SF. OR 0.024 AC. c=J E53 LANDSCAPE AREAS CONCRETE AREAS. PERMEABLE PAVEMENT __ J ______ _ PROPOSED PVC PIPE SHARED WAil ON FllST FtOOl X .6)FC X (B9.7)FC ENTATIVE PARCEL MAP NO. NP 2022-XXX COUNTY MAP NO. 2022-157 151 1 CLIFF DRIVE NEWPORT BEACH, CALIFORNIA, 92663. SVBDIVlDER JUAN BATISTA 216 S. CITRUS STREET, #57 WEST COVINA, CA, 91791. W RITTEN ST ATEMENT PROPERTY OWNER VILLAS TERRA 0'SOLE, LLC, A TEXAS LIMITED LIABILITY COMPANY 1198 N. ST. AUGUSTINE ROAD, 11086 DALLAS, TEXAS, 75217. (1) THE SITE IS CURRENTl Y BEING USED RESI0ENTIALL Y. THE SITE \\lll BE USED FOR RESIDENTIAL CONDOMINIUM PURPOSES ONLY. A DUPLEX 15 BEING PROPOSED. (11) A DUPLEX BUILDING \\lll BE CONSTRUCTED ON SITE. A NEW WATER LINE \\lUL BE PROPOSED FOR UNIT B ANO THE EXISTING WATER LINE \\lll ALSO BE RE-USED FOR UNIT A. (Ill) IT IS INTENDED TO PROPOSED TWO NEW SEWER LATERALS FOR BOTH UNIT A ANO UNIT 8. (IV) NO PUBLIC AREAS PROPOSED. EACH TENANT IN THE DUPLEX \\lll HAVE THEIR 0v.tl WALKWAY AREAS ADJACENT TO THE PROPOSED BUILDING. (V) ANY RESTRICTIVE COVENANTS ARE ATTACHED IN THIS SUBMITTAL PER ITEM 4 OF THE PRELIMINARY TillE REPORT. (VI) Ul!IUA 1 ST FLOOR AREA = 2ND FLOOR AREA - 3RD FLOOR AREA a Will..Jfl. 1 ST FLOOR AREA - 2ND FLOOR AREA = 3RD FLOOR AREA = 1,405 SF 1,843 SF 35 SF 1,405 SF 1,843 SF 35 SF DI~---DIAL TOLL FREE : ·._ ~--. . . : .. 1-800-422-4133 · o· · AT LEAST TWO DAYS -.. __ . . . --BEFORE YOU DIG BS BX CY EA FF FL FS FC GB HP LF SF TC TS TX BEG CFF INV PVC SOR LEGAL DESCRJPTJON : Date Printed: 10-03-2022 LOT 5 OF BLOCK A OF TRACT Data Prin1ad: 07-14-2022 NO. 1219, BOOK 38, PACES 26-27 OF MISCELLANEOUS Project Number. 21-093 MAPS, AS FILED IN THE ORANGE COUNTY RECORDER'S D1af1cd By: U.L.. E.I.T. OFFICE. Designed By: LI.L., E.1.T. APN: 049-221-10 Checked By: C.R., R.C.E. D D ■ D D D D ROOF DOWNSPOUT SEWER LATERAL LOCATION WATER LATERAL LOCATION DESIGN A B B REVIATIONS BOTTOM OF STEP BOTTOM OF RAMP CUBIC YARD EACH FINISHED FLOOR ELEVA Tl0N FLOW LINE FINISHEO SURFACE ELEVATION FINISHEO GROUND ELEVATION GRADE BREAK HIGH POINT LINEAR FEET SQUARE FEET TOP OF GRATE ELEVATION TOP OF STEP TOP OF RAMP BEGINNING GARAGE FINISHED FLOOR ELEVATION INVERT ELEVATION POLYVINYL CHLORIDE STANDARD DIMENSION RATIO CIV IL ENGfNEERlNG NOTES NEW CONSTRUCTION BUILDING PERMIT ,X2021-3378 10' o· 20' IY--.;-.=J I SCALE: 1"=10' Design Development SHEET: Progress Const Docs. City Submiltal Bid Package Construction Issue Record Drawings 1 Construction Staking OF I SHEET PA2022-0215