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HomeMy WebLinkAboutFinal Tract Map 17296 - Huntington Shorecliffs Mobilehome Pa MI City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 o www.huntingtonbeachca.gov Office of the City Clerk Joan L. Flynn, City Clerk July 17, 2013 Fidelity National Title 20701 Beach Blvd. Huntington Beach, CA- Attention: Eric C. Haug (949) 622-4923 Re: Order No. 23018617 —Tract Map No. 17296 Huntington Shorecliffs Mobilehome Park The City Clerk's Office has prepared Tract Map No.17296 to be recorded. Your office will be picking up these documents to be recorded with the County. Please have a copy of each of the recorded maps returned to Joe Derleth, Public Works Department, City of Huntington Beach, 2000 Main Street, Huntington Beach, California 92648. 6` Joan L. Flynn, CIVIC City Clerk JF:pe Enclosure Received by: av" v_a Date: Sister Cities: Anjo,Japan ♦ Waitakere,New Zealand g:/followup/tract/escrow pick-up.doc CIT Y OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Joan L. Flynn City Clerk FROM: Steve Bogart 10- Senior Civil Engineer /7.Z-96 SUBJECT: Tract No. (Authorization to Record) DATE: July 1, 2013 Please release subject tract to the Title Company for recordation. All requirements have been met per the Subdivision Map Act, per the project's Conditions of Approval and all Public Works fees been complied with. TITLE CO: Fidelity National Title TITLE OFFICER: Eric G. Haug ORDER NO.: 23018617 LOCATION: 20701 Beach Boulevard (west side of Beach Blvd., south of Indianapolis Avenue) PHONE NO.: (949) 622-4923 G:/Eng/Winchak/Forms/Map auth to record NOTICE OF COMPLIANCE WITH CONDITIONS ON TRACT/PARCEL MAP AND AUTHORIZATION FOR RELEASE FOR RECORDING TO: CITY CLERK DATE: -7 I !Q 113 FROM: PLANNING & BUILDING DEPARTMENT TRACT NO. I T PARCEL MAP NO. PARK AND RECREATION FEES PAID: ❑ YES $ KNO DEVELOPER: L-"rt te, M096( wow naY} �K\v��0 CO reh for: ott Hess Director of Planning & Building &TLANNING\FINAL MAPS\Forms\CITY CLERK RELEASE FORM-2011.docx CITY OF HUNTINGTON BEACH Lj PUBLIC WORKS INTERDEPARTMENTAL COMMUNICATION TO: Jill Ann Arabe Associate Planner FROM: Steve Bogart Senior Civil Engineer LD DATE: July 1, 2013 SUBJECT: Tract Map 17296 (Huntington Shorecliffs Mobilehome Park) it Presented for forwarding to the City Clerk's office(after City Council approval) are: U'p � 1. The approved and signed mylars for Final Tract Map 17296. 2. The Authorization to Record listing the Title Company, Title Officer and his contact info. If you have any questions, please call me at extension 1692. GAEngineering Division\DEVELOPMENT\Maps and LLAs\City Engineer Memos\Planning Commission Secretary re TM 17296(6- 18-13)sb.doc Dept. ID PL 13-005 Page 1 of 3 Meeting Date:7/15/2013 CITY OF HUNTINGTON BEACH a3 REQUEST FOR CITY COUNCIL ACTION MEETING DATE: 7/15/2013 SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Fred A. Wilson, City Manager PREPARED BY: Scott Hess, AICP, Director of Planning and Building Travis Hopkins, Director of Public Works SUBJECT: Approve Final Tract Map No. 17296 (Huntington Shorecliffs Mobilehome Park Subdivision) located at 20701 Beach Blvd. Statement of Issue: Transmitted for your consideration is Final Tract Map No. 17296 for the Huntington Shorecliffs Mobilehome Park located at 20701 Beach Blvd. (west side of Beach Boulevard between Indianapolis Avenue and Atlanta Avenue). This subdivision map creates 304 lots within an existing mobilehome park for ownership purposes. Financial Impact: Not applicable. Recommended Action: Motion to: Approve Final Tract Map No. 17296 and accept the offer of easements pursuant to findings and requirements (ATTACHMENT NO. 1). Alternative Action(s): The City Council may make the following alternative motion: 1. Deny Final Tract Map No. 17296 and reject the offer of easements. 2. Continue Final Tract Map No. 17296 and direct staff accordingly. Analysis: A. PROJECT PROPOSAL: Applicant: Robert S. Coldren, Hart, King & Coldren, 200 Sandpointe, Fourth Floor, Santa Ana, CA 92707 Property Owner: Shorecliff LP; Stadium LLC; Huntington BSC Park, LP; Shorecliff Main, LP, c/o Mike Cirillo, Star Management, 1400 E. Fourth Street, Santa Ana, CA 92701 HB -107- Item 12. - I Dept. ID PL 13-005 Page 2 of 3 Meeting Date:7/15/2013 Engineer: Lawrence O. McDermott, RCE/PLS 18015 LaVentana Murrieta, CA 92562 Location: 20701 Beach Boulevard (between Indianapolis Avenue and Atlanta Avenue, west of Beach Boulevard and east of Delaware Street— Huntington Shorecliffs Mobilehome Park) Zone: RMP (Residential Mobilehome Park) General Plan: RMH-25 (Residential Medium High Density—25 dwelling units per acre) No. of Acres: 38.7 gross acres No. of Numbered Lots: 304 No. of Lettered Lots: 33 No. of Units: 304 B. BACKGROUND: On March 9, 2010, the Planning Commission approved Tentative Tract Map No. 17296 to subdivide approximately 38.7 gross acres (37.0 net) into 304 numbered lots and 33 lettered lots for purposes of converting an existing 304 space for-rent mobilehome park to ownership. A motion made by Livengood, seconded by Scandura, to approve Tentative Tract Map No. 17296 with modified findings and modified conditions of approval, carried by the following vote: AYES: Mantini, Scandura, Speaker, Shier Burnett, Delgleize, Livengood NOES: Farley ABSENT: None ABSTAIN: None Motion Approved The Planning Commission then discussed conditions of approval, code requirements, and drainage improvements. A motion made by Scandura, seconded by Shier Burnett, to deny the appeal of the code requirements, carried by the following vote: AYES: Mantini, Scandura, Speaker, Farley, Shier Burnett, Delgleize, Livengood NOES: None ABSENT: None ABSTAI N: None Motion Approved The project was subsequently appealed to City Council by the applicant. On May 17, 2010, the City Council upheld the Planning Commission's approval of TTM No. 17296 with findings and revised conditions of approval. Item 12. - 2 HB -108- Dept. ID PL 13-005 Page 3 of 3 Meeting Date:7/15/2013 C: RECOMMENDATION: The final map has been examined and certified by the Departments of Public Works and Planning and Building and the City Engineer on February 19, 2013, as being in conformance with the conditions of approval of the tentative map, as filed with, amended and approved by the City Council on May 17, 2010. Environmental Status: This action to accept Final Tract Map No. 17296 is exempt from the requirements of the California Environmental Quality Act pursuant to Section 15268(b). Strategic Plan Goal: Enhance economic development Attachment(s): 1. Findings and Requirements for Acceptance of the Final Map 2. Vicinity Map 3. Final Tract Map No. 17296 4. Tentative Tract Map No. 17296 with Findings and Conditions of Approval SH:KDC:JJ:JA HB -109- Item 12. - 3 ATTACHMENT # 1 FINDINGS FOR ACCEPTANCE OF FINAL MAP Findings for Acceptance of Final Map: 1. Final Tract Map No. 17296 is in conformance with the California Subdivision Map Act, the City of Huntington Beach Subdivision Ordinance and Tentative Tract Map No. 17296 conditions of approval, as approved by the City Council. Reguirements: 1. Acceptance of offer of dedication for a blanket easement over the private streets for Police and Fire Department emergency access and an easement for street and public utility purposes. 2. The City Clerk shall affix her signature to the map and release it for recordation by the County of Orange. HB -111- Item 12. - 5 ATTACHMENT #2 r - MEMO■ MEN I MINN .- - WEIM Mi tb ■. It F Aw VIMr � s,a I4 iTli � r IT j ATTACHMENT #3 3 TO BEACH BOULEVARD, FRANKFORT :PT AT LOCATIONS APPROVED BY THE ITY OF HUNTINGTON BEACH FOR 'TIONS OF DELAWARE STREET, BEACH NF IOWN ON SAID MAP. COUNTY SURVEYOR"S TAT' I HEREBY STATE THAT I HAVE EXAMINED THIS M ALL MAPPING PROVISIONS OF THE SUBDIVISION I HARE LIMITED PARTNERSHIP COMPLIED WITH AND I AM SATISFIED SAID MAP \L PARTNER DATED THIS DAY OF 9 KEVIN R. HILLS, COUNTY SURVEYOR -- LS 6617, EXPIRATION DATE: 12/31/13 TRUSTEE FOR THE REGISTERED BY. CRAIG S. WEHRMAN, CHIEF DEPUTY SURVEY, DIIAL MORTGAGE TRUST 2012—C2, .7H CERTIFICATES, SERIES 2012—C2, RUVFNT N��OO�. pp2O12000466104, •— �Sao3si �a 8 SEE SHEET 2 FOR TAR Y SEE SHEET 2 FOR CITY CLEF n "TION 66436 (a)(3)(A) OF THE SUBDIVISION > HAVE BEEN OMITTED: CITY ENGINEER'S STA TEMM _DER OF EASEMENTS RECORDED JULY 23, 1 HEREBY STATE'THAT I HAVE EXAMINED THIS M SEPTEMBER 21, 1970 AS BOOK 9409, PAGE BE, SUBSTANTIALLY IN CONFORMANCE WITH THE 10277, PAGE 423, ALL OF OFFICIAL WITH, AMENDED AND APPROVED BY THE CITY PL ALL PROVISIONS OF THE SUBDIVISION MAP ACT lF CALIFORNIA, HOLDER OF AN EASEMENT REGULATIONS HAVE BEEN COMPLIED WITH. OK 9193, PAGE 263 OF OFFICIAL RECORDS. )MPANY, HOLDER OF AN EASEMENT THIS STATEMENT WILL TAKE EFFECT UPON THE I 3C 9250, PAGE 379 OF OFFICIAL RECORDS. OF ORANGE APPROVES THE MAP AS TECHNICAL[ k N_.:TH CAROLINA LIMITED LIABILITY ENT RECORDED APRIL 7, 2011, DOC. NO. )S• DATED THIS f DAY OF V1 JIA, HOLDER OF EASEMENTS RECORDED MAY IEEDS, MAY 4, 1923, B00K 465, PAGE 266, 481, PAGE 53, DEEDS. TWr)kAec na W17DR17I RY• � OF HUNTINGTON BEACH ALL =VARD, FRANKFORT STREET AND WITNESS JMYAND%PPROVED BY THE PLANNING SIGNATUROF HUNTINGTON BEACH FOR NOTARYC I AN FOR SAID STATE OF BEACH BOULEVARD, AS SHOWN ON SAID MAP. Mao- (NAME PRINTED) 3UANT TO THE PROVISIONS OF ^ ISION MAP ACT. 3UANT TO THE PROVISIONS OF ACT, 2013 DEPUTY NOTARY ACKNOWLEDGMENT ji®P� l�0. STATE OF ) AaYj�ny&4t COUNTY OF NZINNE ) ON Ljt3 BEFORE ME, PERSONALLY APPEARED �8 WHO PROVED TO ME ON THE BASIS OF SATISFAC- NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSI HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/7 BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUI BEHALF OF WHICH THE PERSON(S) ACTED, EXECU' I CERTIFY UNDER PENALTY OF PERJURY UNDER TI THE FOREGOING PARAGRAPH IS TRUE AND CORRE, WITNESS MY HAND SIGNATURE FAL�� L"=4ows'- NOTARY PUBLIC IN AND FOR SAID STATE Lyxco,- L � (NAME PRINTED) i o � o �N89'41'22"W 1320.76'_1320.50'(A) ' iL: 64.10 \\ z a INDIANAPOLIS AVENUE w + uj I a z OCS .GPS 5023 0 N co N2189983.27 (2007.00) N �o � E6032703.29 (2007.00) c Or rn R a- cn c`Ov FD. 2" I.P. WITH BRASS TAG STAMPED "RCE 10655", IN ii a'� z ' SFN EST. BY c N z STANDARD WELL MON., PER CR 1996-0122, DN. 0.6' ;A� INTERSECTION moo ACCEPTED AS THE EAST 1/4 CORNER SEC. 11, T6S, 4^ o „�'� •`P w� Q o R11W, PER TR. NO. 15033, M.M. 724/43-46 OcVO� rOro") o cn FD. 2" I.P. UP 0.16', NO o; °D FD. PK NAIL, PER CITY OF HUNTINGTON BEACH �• p6�/gip' I I REF. ACC. AS POINT ON o F.B.60-21 & (A), FLUSH, SET S&W "RCE 23107" ' /p�, P1 PL AT BEACH BLVD. RW, a o a Z �p,��pp` 11 SET TAG "RCE 23107" a As .�, 1 g`L� ��p 6 10' N�' Y �� ®e� J��'� `� 50' I l0 TR, N o, FD. PK NAIL, PER CITY OF 10. 1�'P/ 02 _ 10 = I Z EASEM. HUNTINGTON BEACH c'�`b°c/ I i I Iv ti�l���' S B.6S&W "RCEA23107 FLUSH, ®�.`1 �ti /���p I // PJ�• \\ I I® O A 10' EASEMEI inPIPE LINE FOR �4y0 I I RECORDED MA' I AND JULY 18, FD. SPIKE & WASHER TAGGED "RCE 6949f ILLEGIBLE, FLUSH, AP` 4,t� I�f��o r� / It? HEREON) NO REF, ACCEPTED AS EC 6O%i/ i \ ' /0 I I 2O clq AN EASEMENT y. d I� c I AND INCIDENT) N 6 8 SEE DETAIL "C" 2 I �o'` N H. 7 OF 12 ® BOOK $3fi, PA 6 ®� I DETAIL h80� O3 AN EASEMENT 201.8 _ 4E°' I ' N.T.S. 3 50 129 FOR UNDERGRI Q 8 l; Q I N \ N N 1 110'—1 9193, PAGE 21 C%ja 4 CL OF A 6' I ��>>l �� Ia o ® AN EASEMENT w I UNDERGROUND �n 0 ESMT. TO S.C.E. I t Li = 19 rn o 4411 9 I t ��' `v�i � _ .., = 9250, PAGE 3 cn o M° �� �� ------- I ��' z o I'co 'oo c w I i M �►� 10 N 6 m I OAN EASEMENT CL OF A 12' 4 I w I� I�omo co CORPORATION, s I� cn N BOOK 10277, ESMT. TO S.C.E. �j I Lo 3 4- FD. SPIKE & WASHER TAGGED I o "CITY OF HB", PER (E), FLUSH ljl� N" ( 3 �W N N ® AN EASEMENT EST. CL INT. DETROIT AVE. AT 1�;� � i Fo�o M HEREON TO Ti DELAWARE ST. BY INTERSECTION, �t c Id- ccn FD. SPIKE & WASHER TAGGED ��I s I iZ c z m O7 INTENTIONALLY "CITY OF HB", PER (E), 19 S29'29'40"E 0.22', FLUSH SEE DETAIL "F" 10' 8 AN EASEMENT NT3 4"' 7 S'LY LINE P.M.B. 21//24 I SH. 12 OF 12 z� CORPORATION N'LY LINE P.M.B. 48/31 _ _ A -SFN I� RECORDED SEI SET L&T "RCE 23107",o N89'25'45"W 1324.41' 6.00' �,� RECORDS. (PLi 1.00' SW'LY RAD. O/S, FLUSH EST. BY PROPORTION AS THE SOUTH q0 5 FD. SPIKE & WASHER LINE OF THE N 1/2, N 1/2, SE 1/4, SE II O9 AN EASEMENT TAGGED "CITY OF HB", 1/4, SEC. 11, T6S, R11W, S.B.B.M. ,� III I $ I SHORCLIFF, LP PER (E), FLUSH -� .°v° I I? v LIMITED LIABILI c rl: II"' 1 201100017702 J m 'Ito FD. SPIKE & WASHER ol, 19, 150' 138-� r - 80� STAMP "RCE RCE 7211 , L 20 7r,, N C% 1rJ. 8- 40 PER (D), FLUSH 68 r' SLY LINE PARCEL 1 III J�Jl,l�ll. �J�/20­ N00'16'27"E 60.44' 60.41'(C) Q ' P.M.B. 48/31 ItI I II 1.to Qnl 1 i&Q a-4 (Al(r) — U 'ARATE BLDG. SITE 21 SPACE SCALE: 1"=100' 'ARATE BLDG. SITE 20 'ARATE BLDG. SITE 100' 0 100' 200' �TION AREA 119 QL` 21 ?TI ON AREA / ��� 18 ARATE BLDG. SITE J� �JP� 24 + ION AREA P' 17 kY �� 16 is9 24 kY ��� 15 24 'ARATE BLDG. SITE 170 Sh 'ARATE BLDG. SITE 14 u ;ARATE BLDG. SITE 13 0�� 168 171 C 2( ARATE BLDG. SITE � d 12 1 e 167 172 CITY OF HUNTINGTON ii A D D i5 : & FIRE DEPARTMENT S DEDICATED HEREON 10 139 166 173 worm/ i9 A., 9 i40 165 174 V 138 1 e 8 141 164 175 Sly 2T N SHEET 7 7 , w 137 142 ® 163 176 is A C ® LO 1.10 05 106 107 'f08 109 6 `4 i36 143 d 162 177 ' CA ,� RE WD LANE LO'>r N A � ui W E STREET) "` w 5 135 144 161uj i78 101 0 LOT W 4 134 145 A 160 179 i5% io® d iss T EXISTING > 3 ; 133 14s w i80 CLUB HOUSE 8 J a w 99 RECREATIONAL AREA W 2 0N 132 i47 181 i58 ® zLu > 19® 98 �w SHEET 9 t d i �2 LOT B-B a A �� Wv 131 148 157 182 191 97 =W A DUNE LANE LOT O Z LL.> PRIVATE STREET 130 149 ® 156 i83 96 a d 19L 116 115 114 113 112 111 129 150 $ 155 184 189 95 t� A A 128 151 154 185 189 94 117 118 119 120 121122 123 12 125126 93 127 152 153 186 f87 CORAL LANE (PRIVATE STREET) A LOT, 246 245 244 N N N N N Mm N N N ?33 232 23i 230 229 228 227 226 L100 27.21' N89'26'21"E L190 11.55' NO3°45'36"W L L101 10.90' N01*18'46"E L191 13.17' NO2'14'55"W I L102 26.76' N89'29'42"W L192 17.20' N00'33'18"E L L103 7.22' NO2'34'26"W L193 27.44' N00'43'54"E L L104 27.54' N88'38'46"E L194 27.50' N89'45'54"W L _ L105 2.23' N00'59'51"E L195 9.04' N01'23'20"E L _ L106 7.35' N00'14'58"W L196 5.55' N00'35'29"E L L107 5.63' N00'25'37"W L197 1.41' N00'32'25"E L L108 10.53' N01'35'46"E L198 8.33' N00'39'05"E L L109 29.56' N81'01'20"E L199 6.97' N00'25'12"E L L110 11.96' N00'11'06"E L200 16.87' N89*12'16"E L L111 33.21 N89'49'27"E L201 33.20' N05'35'44"W L L112 9.11' NO2°56'55"E L202 10.73' N89'51'03"W L L113 10.73' NO2*11'31"E L203 28.44' N89'51'03"W L L114 33.16' N89'00'09"W L204 9.02' N01'03'40"E L L115 9.06' N00'37'05"E L205 16.75' N87'52'26"W L L116 9.26' NO2'06'40"E L206 6.62' NO3'03'08"W L L117 29.10' N89*20'14"W L207 13.08' N89'00'17"W L L118 5.91' N07*57'18"W L208 18.10' N89'19'17"W L L119 8.08' NO2'41'56"E L209 9.20' NO3'03'17"W L L120 15.40' N73'14'55"E L210 21.47' N89'32'27"W j L LINE LENGTH BEARING LINE LENGTH BEARING L L121 27.01' N00'43'15"W L211 13.85' N87'55'37"W L L122 6.51' N89'45'56"E L212 0.93' N00'59'51"E L L123 7.44' N88'46'17"W L213 13.22' N89'31'21"W L L124 27.41' N00'32'15"E L214 7.91' N00'25'05"E L _ L125 0.78' N60'48'03"W L215 7.98' N00'13'22"W L _ L126 3.37' NO3'56'08"W L216 24.13' N89'45'44"W L L127 7.84' N87'51'15"E L217 28.05' N89'11'19"W L L128 12.12' N09'24'47"W L218 8.77' N01'27'09"E L L129 7.32' N31'58'29"E L219 27.02' N89'54'50"E L L130 2.91' N04'55'56"E L220 6.96' N0019'18"W L L131 8.57' N87'55'59"W L221 6.16' N01'27'45"E I L132 25.59' NO2'15'02"W L222 26.51' N89'35'10"W L L133 7.98' N85'20'12"W L223 27.03' N88'49'59"W L L134 10.13' N88'53'22"W L224 9.44' N00'19'48"E L L135 28.41' N00'22'20"E L225 5.08' N14*08'40"W L L136 36.97" N00'46'50"E L226 7.40' NOl'27'35"E L L137 8.74' N89'49'04"E L227 26.24' N87'56'06"W L L138 4.96' N71'31'03"W L228 5.49' N04'08'39"W L L139 30.51' N07'40'28"W L229 26.61' N89'01'27"W L L140 14.60' N08'32'32"W L230 6.89' N00'30'04"W 'L L141 18.40' N16'43'07"W L231 27.25' N89'30'34"W L L142 19.03' N18'56'31"W L232 9.29' N01'52'28"E L L143 22.21' N10'37'30"W L233 27.03' N89'27'00"E L L144 16.60' N72'11'08"E L234 9.11' N00'08'29"E L L145 20.00' N89'52'35"W L235 7.92' N01'20'49"E L L146 20.00' N89'52'35"W L236 9.09' NO2'04'00"E L L147 24.60' N00'07'25"E L237 26.95' N87'55'14"W L _ L148 20.00' N89'52'35"W L238 5.51' N05.57'38"W L L149 20.00' N89'52'35"W L239 26.26' N88'22'11"W L L150 15.40' N73'14'55"E L240 8.58' NO3'00'09"E L LINE LENGTH BEARING LINE LENGTH BEARING F-1 L151 7.89' N89'08'52"W L241 8.39' NO3'51'52"E 1 15)? �,) -7o' nine•�n'7c"C 1 ?A? oc cc' nion•zn'l allm .•Jzl I146/ JI L/ VV L•tUJ b1.UU NM 151b W C,I1) 1 53.02 1040.00 2.50' N87'31'27"W L464 62.00' N89'25'26"W C14 34.18' 1040.00' J.22' N89'40'57"W L465 62.00' N89'25'26"W C15 40.96' 1040.00' ,.92' N85'42'36"W L466 62.00' N89'25'26"W C16 32.18' 179.00' 1 3.64' N89'38'39"E L467 41.00' N00*12'37"E C17 27.85' 150.00' 1 3.00' N87'25'52"E L468 E23-28' N64'49'39"E C18 7.86' tLJ�50:0' 9 5.51' N86'59'30"W L469 12.59' N64'49'39"E C19 23.54' .( 8 3.67' N89'25'26"E L470 10.69' N64'49'39"E C20 7.86' 5.0b 9 4.16' N89'14'23"W L471 62.00' N89'28'00"W 7.58' N89'58'47"E L472 62.00' N89'28'00"W CURVE LENGTH RADIUS 7.06' N89*14'07"W L473 62.00' N89'28'00"W C21 23.67' 15.00' 9 .97' N78'46'32"W L474 62.00' N89'28'00"W C22 23.47' 15.00' 8 J.01' N89'44'49W L475 80.00' N89'26'15"W C23 50.93' 459.00' E ).50' N88'36'48"E L476 80:00' N89'26'15"W C24 46.83' 459.00' 1.18' N11'51'14"W L477 0.08' N88'56'40"W C25 37.20' 459.00' 4 3.28' N64'49'39"E L478 9,50' N52'14'43"E C26 26,70' 20.00' 7 .95' N89'26'15"W L479 60.00' N00'10'32"E C27 22.89' 51.00' 2 81' N87'27'47"E L480 17.09' N73'14'55"E C28 31.30' 20.00' 8! C29 41.21' 25.00' 9, NGTH BEARING LINE LENGTH BEARING C30 12.61' 8.00' 9 5.19' N01'39'26"E L481 32.50' ' N73'14'55"E C31 23,45' 15.00' 8( .74' N89'00'09"W L482 9.00' N00'36'46"E C32 39.46' 25.00' 9( 4.91' N00'33'38"E L483 5.50' N89'28'00"W C33 15.65' 10.00' 1 8 .04' N86'28'35"W L484 21.16' N89'26'09"W C34 INTENTIONALLY C .75' N00'43'12"W L485 15.86' NO3'59'39"W C35 35.69' 15,00' 1� .99' NO0*43'12"W L486 8.86', N01'07'29"E C36 39.44' 25.00' 9( 5.03' NO3'23'45"W L487 1.75' N84'45'57"E C37 39.08' 25.00' 8i 7.81' N00'01'45"E L488 1.31' N00'45'05"W C38 INTENTIONALLY C .53' N89'54'08"W L489 4.57' N00'07'25"E C39 39.10' 25.f 8� .40' N89'24'41"W L490 7.50' N89'25'36"W C40 63.81' 96.(), 3E .49' N66'06'43"W L491 5.80' N01'22'10"E .24' N00'34'46"E L492 6.35' N01'10'22"W CURVE LENGTH RADIUS 1 .80' N00'03'18"E L493 7.84' NO6'11'39"W C41 39.42' 25.00' 9( .03' N81'44'08"E L494 9.74' N89'10'28"E C42 11.43' 15.00' 4: .12' N30'33'04'E L495 0.18' N89'26'42"W C43 35.70' 15.00' 13 '•.36' N05'52'14"E L496 6.70' N89'36'04"W C44 39.12' 25.00' 8s .25' N00'23'46"E L497 40.00' N89'25'45"W C45 23.66' 15.00' 9C '83' N00'18'06"E L498 40.00' N89'43'41"W C46 31.42' 20.00' 9C .46' N00'08'53"W L499 15.00' N89'48'54"W C47 20.32' 15.00' 77 i.95' N00'53'39"W L500 26.59' N00'07'25"E C48 23.66' 1 15.00' 9C ?.51' N01*12'57"E L501 7.g5' N89'42'02"E C49 13.35' 1 51.00' 15 ).12' N01'12'57"E L502 17.70' N89'25'26"W C50 9.54' 51.00' 10 1.82' N00'26'54"E L503 17.27' N89'28'00"W C51 22,01' 49.00' 25 1.65' N00'44'22"E L504 15.00' N89*26'15"W C52 23.44' 15.00' 89 1.68' N46'24'50"W L505 15.00' N89'49'28"W C53 23.54' 15.00' 89 .70' N46'08'53"W L506 15.00' N89'49'28"W C54 23.58' 15.00' 90 1.39' N89'07'25"W L507 21.74' N00'12'37"E C55 23.70' 15.00' 90 .72' NO2'49'00"W L508 22.23' N0010'08"E C56 23.55' 15.00' 89 62' NO2'07'31"E L509 15.00' N89'33'04"W C57 23.59' 15.00' 90 23' N89'38'18"W L510 15.00' f N00'07'25"E C58 23.54' 15.00' 89 C59 23,57' 15.0' 90 JGTH BEARING LINE LENGTH BEARING C60 23.55' 15.01 89 .91' N00'28'29"W L511 29.85'- N00'07'25"E !.36' N89'09'31"W L512 15.00' N00'11'06"E CURVE LENGTH RADIUS C 53' N00'23'00"E L513 15,00' N89'27'29"W C61 23.58' 15.00' 90 ..75' N88'27'37"W L514 10.87' N89'28'00"W C62 23.55' 15.00' 89 65' N01*49'17"E 1 515 _ 16.50' N00'31'21"E ( 63 ?-4 r,W 1 r, nn' on ,c .y1, VA Y vI W ri�iA r' r FD. SPIKE & WASHER p��Op TAGGED "RCE 6949?" °i ,yo rt 1�11,1�11, J/11 ILLEGIBLE, FLUSH. NO REF, ACCEPTED AS EC SCALE: 1" = 40' ,yp �6ol \s�° 0 40' 80' p0� N60o � S8,`Y 4 \ 3p, p'b6 9 . • 1.-34a 5 a R,3g4 �6 3� ���P��,4 9�.J '20"W 1 -Sp'a• , p� .2B �`� LOT U L17 "W LRAC a.34 D�c6 �PLO N 89'50'36"W 0 3p yam ; L531 L530 79.99' "AVENUE I N00'17'35"E �,332 3'p4� aO s ® c� o v: ,� Ir 30.00 3a, D,2� 1 ��. c�. 000, c L=194.90'R'410 �J ����, U) N89°10'02"E C26 � oo L16 48.16' " N19'34 56 �® v 7 88'24'23"W N89°22'36"W N81°0019 E 44.8'l N 44.19' 42.87' �'05 > VN r' �. �' v' J N89°58'15"E J J l38 rn 'l® ', v, , w L12 L13� 41.42' 51 L133 L134 L137 <I 4 9 3 1 o 3 °1 3 �g w !'� i� " l N N r �� j o A .dam i� d 05 N 1�6 to p ®� N -d d I M I� Z �d� 0 W cn p0 Md , " 0 o ri * o � a,,• of o v / C25 cat+. 9iAR®ES z N89°09 31 W d o d o �`' o z )`�C24 ,5p°� N 455� car= L11 L10 39.37' 45.14' Z 43.31' z 44.85' z C23 p=16°50 u cr 0D 273.67' L=1 34.96' R=459.00 ,R_474.40� �ti54 p N w r •&-7 07' fMnl%/ATC" CTDCCT\ A_1 A'rin 50 L= _ _. •.. AQ1 en � to CA , Da 1p 'SF' MIl GS, cy Dc �6A [ die LETTERED VRVE TABLE )N NT )N LOT 'T PK NAIL, FLUSH, PER OF HUNTINGTON CH F.B.60-20 & (A), S&W "RCE 23107" a 9 \z 19��° \� 24 4,. G6 .35 R=51 00, 0� 23 ��� 'L0 G®G s�� N84'2529"E '09 lbIb � �k. S° �h ,�o• gyp. L44. o � -g hry� !�� ���, �� / r� N89'50'27'i I v N89'5 N h -p Ze� 'S 50.12' / co O`' SEE D ETAI L"E';— ABOVE 20 co 25 {3r 2-1 �" �� ��®1j� ! N89'51'56"W I ' 6 L417 � 42.88' N89 4813„, �� ���c,G'�p`� p�' co 74.25' 2 �`� `i !� a p° M � 206 s.yti y o� o`�' M 1�'p�� o N87'35'09"E 000 � `astsh �� 'S1 �p� Z L420 � 44.72' ono 2� .c�� in yt�s`�6'- ' cn S o ,M N87'59'04"w 207 „ oh �� N89'3T47"E .28.14'r� I N89'40 50. 41.74' N86*58 41 E A 74.29' to a L422 N 41.31 C4 j _N 203 w 27 �, 1530�5' N88'43'27"W O PO 2�� N8( �`-v'A. q1' N88 58 28 E Mlq*28.35'r � `t A ��. 40.77' J z N89°28'21"W Iw N89°3i'iE J, okc, N L424 r, w 41.03' cq o) N 38.57 � `��� �W o 22 L4ld- 10 �N o pc� to I�w 1-441 a 2 cli i�v�i N89'S2'25"W _ M 00 2® to 00 to In 0 LLl 13z L�110 Z � Z ca m z z zz 400 too o L1 C9 v .� W � ® a- L10`8 °�° L107 c L106 t CA `° ' in w ac o co o r o w N I`� N s W to M tJ1-+ tD N o V N ap Cp O N V N N N N N N o Un N cNo N00'26'10"E N00'41'20"E 32.16' 39.23' 41.28' C :N00'S3'07"Ev *N '811 ce - „ , — c� co 42.30 35.28 N0010 31 W „ N00'03 27 W ' N00'46 28 E 40.89 .,,..�8 cn r r 40.55 : '- r: o ' 48.80 0 O C.1 0 O V c0 � N 'W ct CD L11 40 L112 z LZ 5 L115 L103 z 3gD° v W vi O N V r 36.93' v' o o cv'o_ C.i Woo` W rn LW LW _ ' ns ^; 363.09 m _ N o f 3N to 2.36' m 40.85' m 40.49' 43.05, 43.18' 46.63' 43.5 -� to L489 STARFISH LANE ®, N00'07'25"E 377.50' N _ PRIVATE STREET �' to N00'07'25"E 419.52' r NOO°07'25"E 201.85' ®T �a' a ® 217.67 — Q0 ' a o N00'07'25"E 137.14' N a 75.67' 61.47' 1►5�� ti� a L14; CA Lp p0CAN c� I'DNOO*07'25"E °D L389 �? 0 0 0 45.10' �: N00 59 26„E 0 90.81' 301 v, .09.9* 15- 115' L152 ; M"0£,Z 4.d0N a N00'12'34"E L171 ®I zz In m W89t-4 , j O — CAV. N g� � OD D W o V to N0019'34"E cn e N to CD '!�5°° � 95° ow ftai 89.2430' ' L169 L154 j NOl 0431E m� o Cn � 50.63 I ® CD w N N 00'02'12"E ftao z z cri rn N 89..7�4' r C coo 00 w co co C.4 CA a, N 01'02'42"E o a N00'49'33"W °' 37.97' wo I 90.04' L156 N N cND .cNO ��© r- � N W �® go Oo CA °'_ N00'49'12"E - N N r'9 193.CD Ln 00 to 78 N 89.70' '39 v � 1 N00'S9'51"E NO3°59 W 2C CD® I c oL]CP4 I �EG` IFF DR L L510 ��CA N FA� N00'39'03"E `Oo oW (PRIVATE STREET) OD N 90.37' E po v v N01'59'10"W 20 N � tNp °A �W CD Imp -N N 20.08' 46.90' N01°17'i8"E cp ,S0'8£ CP CA N I C., 90.08' io at w L160 M"9Z,9Z.00N 3®• z 0 rn cq rn Cn 'S° 95 mf N00'12'11"W �' rn 41, w Ll � � o z `..;- N v 90.27' ozo y _ .s-, IR 0 rn v W W n I cp N w -� Oz /95 jc6 N - Z Nco u L I zLo con M w c(r' N89'49'28"W 71.09' �;, � N N88 3211 E �,i -Q M '76 d 15.00 5609' ^ Z 49.60' G� rn 0 0 74.52' z �+ N89'30'06"E } _ us N89'49'28"W 105.69 A J z o L265 Lo cN 37.23' o ®� N89'49'28"W 170.70 LOT M z ' "? � �-�Lo "� r BEACO LAME (PRIVATE STREET) _ _coo M J N89°49'28"W 105.71' J 0 77 � w I L295 �cfo w M L537 EXISTING )z N88'59'16"W , �I 49.5 2 L261 0 37.1 o CLUE HOUSE & o N89°4S Lo ' J z o z c4 RECREATIONAL AREA o L®T A 57. Lo coo '� a' L®T _ N89°49'28'1 K, 'T8 d I Lu JL505 9 7.03' O M ^ M W BEAC( z N89'58'58"W N I n A (PRIVATE STf 3 L255 't 36.99' o °O o �N89'49'2i J z o O 49.5 3 z = rn � C)� Lo � I J N89'08'02"W N89°50'45°W to o � '79 Lo L536 to 34.92' 38.04' �6, L335 �� z L338 J w A I ;n N88'53'15"W 69.45' 10 cq 216 ,o N89' ®T C-C 7.87' ® o ' o 00 ^o �� N89'39'19"E 0 3 w N89'39'39"W 69.76' I "' z 40.98' J n L332 M N89 58 04 E B�j TLo n 180 cq N88'5535"E J L342 L333 41.18' I �� 9 49.08' 3 ICE0 0 _ coz i N89'14'07"W Ln b 0 217 "' � � " E- '93 0 d N89'56 31 E 1 L248 N 37.65' w N o �" ' ® IV) L330 z N88'20'46"E 74.59 J �1- 3 ^ w cq N89'26'47"E M L341 L327 N 41.45' cv � '6 � ¢ ro 41.55' --' w J 0 CD _> = 4 Lo t z N89-41-33"W v w 'n 192 o n 218 � � Mo T r 2 L246 42.16' I �, o "' " co J o L326 z N89'33 29 E w- w °O o 'n Lo04 cq.CD o N88'46'14"E M L340 L323 M 41.48' M to Ki I co m 182 � z 41.58' -� _ J io o to rn o „ o M o r� o o N88'12 59 W ,z N89'39'52"W 0 191 r- ul 219 z w w� 74.66' to M 0 41.88' nto3 L320 41W M . 0 � °``' J - 0 N89'4547"E °' L339rL321M 41.14' o l 000q 38 n a� '83 ( z 43.56' J F -' z zLo N7 Oz , , " 0 T �® N89'23'32"W N 89 47 05 W ,-; 9 90 o 306 15011,5 56.35' 5 L233 41.95' L318 zN89'46'25"E w -' b I N89-35-29"E ^ L316 L315 43.29' c0 i� `'84 � 44.40' � w � `R d 30' L N CD ^ 2,21 d O p'� 15 115 z N89'19'49"E a 4 �� o M N89'34'58"E 8 L229 ,� 41.63' I It L312 z N88°19'21"W 74.69' (N I N89'18'16"E L313 L309 O 41.16' 10 . J M M I' L381 L380 L379 L378 L377 L375 L374 L371 L370 L368 L366 L365 L363 L362 Q L361 L376 N873'3 97"W L372 L369 L364 _ O w 1. w w w w w 00 coo. rn ' O lV CV O _ M N _ t� ,49 N 250 N 251 o c•; 252 O `N 253 o CN 254 0 `� 255 �' 256 257 r ^ p ^ r h " n ^ n T n O O O O O 00 :- Z Z Z Z Z Z Z N O O .- O Qo p Z � Z 1.52' 51.24' 52.71' 52.12' 51.76' 52.06' 51.26' 53.13' ^ 57.2! 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DETAIL "F" N.T.S. SEE SHEET 10 OF 12 I %2 30' 15' 15' 226 22-4.1e 6 7 227 22 i rn f L350 L349 L348 L347 L346 L345 L3 N89'01'23"W VARIES 43 w 15' 54.06 ,t", SEE DETAIL "F"\ 1 w w ABOVE V N n t� r,� N _ co z N89'34'23"W to Lo 262 — 263 to 264 265 0Lo 74.81' o oo � o z z Z Z M Co A co 44 52.16' 51.58' 52.08' 49.17' �� "� 489'28'00"W 943.63' BLUEFIN LANE N89'55'26"E g89'28'00"W 997.27' _ PRIVATE STREET) A _ 74.84' cv LOT 178.65' "W 63..19, � L471 N89'28'00"W 4 J ^ to 11 .44 .I N, 49' CS> �� 57.25' 57.19' CS 1 � n 4J Lo w rn tV t" N 89'46'00"E ��� N ' toa' o n 266 o N 2 73 Q w 74.86' to C6 o N t+) 321 to z M t+) 3'54'32"E 15'� 17' o � N89'22'02"W N8946'38"W o0 4 73.67' W I 71.92' L396 72.91' I z N M co C 3 VARIES_• c l46 to 275 N con,0: oM C) 272 Mo 267 c° t"'o 15' w o `o `o Cd � /w _ " r�+ lY .- Z 3'55'15"E CN no uj w N89-26-28"W L395 N89'54'07"W ,,� wIW``' N894.90? W 72.98 �.v > 73.11 72.20' rn n ®ro r c� w o c M t` o o �� � c 276 z z 27' ;� 268 �i Z Z 0 L n 47 Lo Lo Z 1®(/) c !'23'38"W " ®Li N89'10'42'W a N89'46 05 E N89'4915 W 74 93' tx 71.06 ® A 73.11' 72.75' � c s� C> � N to ' o t fr 77to 10 cc Lq O "' 270 ;� cJ 269 "' 1® 48 L i o J ATTACHMENT #4 1 City ®f Huntington Beach 2000 Main Street e Huntington Beach, CA 92648 OFFICE OF THE CITY CLERK. JOAN L. FLYNN CITY CLERK NOTICE OF ACTION May 24,2010 Robert Coldren Hart, King and Coldren 206 Sandpointe, Fourth Floor Santa Ana, CA 92707 . SUBJECT: APPROVE TENTATIVE TRACT MAP NO. 17296 and DENY APPEAL OF CODE REQUIREMENTS(APPEAL OF PLANNING COMMISSION'S APPROVAL- HUNTINGTON SHORECLIFFS MOBILE HOME PARK SUBDIVISION) REQUEST: To subdivide an existing 392 gross acres(37.06 net acres),for-rent, mobilehome park with a total of 304 units for ownership purposes_ The applicant proposes to subdivide the"for rent" park to enable the existing park residents to purchase their own lots. The project also includes an appeal filed by the applicant of the projects applicable code requirements_ APPLICANT: Robert Coldren,of Hart, King and Coldren LOCATION: 20701 Beach Blvd., Huntington Beach, CA 92648 DATE OF ACTION: May 17, 2010 On Monday, May 17, 2010, the City Council held a public hearing to consider an appeal of the Planning Commission's approval of Tentative Tract Map 17296. The City Council upheld the Planning Commission's approval of Tentative Tract Map 17296 with findings and revised conditions of approval(which exclude Beach Blvd. improvements),and denied the appeal of identified code requirements(Huntington Shorecliffs Mobile Home Park Subdivision). If you have any questions, please contact Ethan Edwards, Associate Planner, at (714) 536-5561, or the Planning Department Zoning Counter at(714)536-5271. Sincerely, an L. Flynn, CMC City Clerk c: Boyd Hill, of Hart, King and Coldren Mike Cirillo, Star Management, 1400 E_ 4'"Street, Santa Ana CA 92701 Ethan Edwards,Associate Planner Attachments: Findings and Conditions of Approval-TTM 17296 Page 7 of the 5-17-2010 City Council Action Agenda Sister Cities: Anjo,-japan e Waitakere, New Zealand (Telephone:714.536-5227) Item 12. - 22 HB -128- FINDINGS AND CONDITIONS FOR APPROVAL. TENTATIVE TRACT MAP NO. 17296 FINDINGS FOR PROJECTS EXEMPT FROM CEQA: The proposed project is considered categorically exempt pursuant to Class 1, Existing Facilities, Section 15301(k) of the California Environmental Quality Act, which provides that division of existing multiple-family or single-family residences into common-interest ownership are exempt where no physical changes occur which are not otherwise exempt. FINDINGS FOR APPROVAL.-TENTATIVE MAP NO. 17296: 1. Tentative Tract Map No. 17296 for the purposes of converting an existing 304 space for-rent mobilehome park to a mobilehome park where residents can purchase the.land where the mobilehome is located is consistent with the General Plan Land Use Element designation of RMH-25 (Residential Medium-High Density — Max. 25 units per acre) on the subject property, or any applicable specific plan, or other applicable provisions of this Code. A_ Growth Management Element Objective GM 7.1: Ensure that adequate storm drain and flood control facilities are provided and properly maintained in order to protect life and property from flood hazards. The City's Master Plan of Drainage which was adopted by the City in 2005 recommends replacement of the existing surface storm gutter with construction of an underground 24-inch diameter pipeline (at minimum) to convey storm water flows. The recommended condition of approval to construct a storm drain pipeline to convey storm .water underground will provide relief of the drainage issue. This will also allow additional storm water treatment methods that comply with the US EPA's National Pollutant Discharge-Elimination System and remedy a public health and safety issue complying with SMA 66428.1(d). B. Utilities Element Objective U 3.1: Ensure that adequate storm drain and flood control facilities are provided and properly maintained in order to project life and property from flood hazards. The City's Master Plan of Drainage which was adopted by the City in 2005 recommends replacement of the existing surface storm gutter with construction of an underground 24-inch diameter pipeline (at minimum) to convey storm water flows. The recommended condition of approval to construct a storm drain pipeline to convey .storm water underground will provide relief of the drainage issue. This will also allow additional storm water treatment methods that comply with the US EPAs National Pollutant Discharge Elimination System and remedy a public health and safety issue complying with SMA 66428.1(d). C. Land Use Element Policy LU 2.1.1` Plan and construct public infrastructure and service improvements as demand necessitates to support the land uses specified in the Land G:\NOA Approval of TTM 17296 -2- HB -129- Item 12. - 23 Use Plan (as defined in the Circulation and Public Utilities and Services Elements of the General Plan). Policy LU 7.1.3: Allow for the continued occupancy, operation, and maintenance of legal uses and structures that exist at the time of the adoption of the General Plan and become non-conforming due to use, density, and/or development requirements. Objective LU 15.6: Facilitate the preservation and development of Residential Mobile Home Parks_ The City's Master Plan of Drainage recommends replacement of the existing surface storm gutter with construction of an underground pipeline to convey storm water flows. The recommended condition of approval to construct a storm drain pipeline wily convey storm water underground to provide relief of the drainage issues. The mobilehome park was established in 1969, before the adoption of the current General Plan and zoning ordinance. The existing mobilehome park is located in the Residential Mobilehome Park (RMP) zone and does not fully comply with the present development standards and is considered non-conforming. The proposed tentative tract map does not include the creation of new lots or development; therefore, the non-conforming development standards are not required to comply with the current provisions of the HBZSO. The subdivision to convert the existing for-rent mobilehome park to ownership facilitates the preservation of an existing legal use(mobilehome park). No new development or change of land use is proposed as part of the subdivision. 2. The site is physically suitable for the type and density of development. The proposed subdivision converts an existing 304 space for-rent mobilehome park to a 304 space ownership mobilehome park at a density of 8.2 units per net acres and is physically suitable for the site. 3. The design of the subdivision will not cause serious health problems or substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat as the subdivision will provide for the replacement of existing inadequate drainage facilities to address health and safety issues per Subdivision Map Act 66428.1(d). 4. 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 within the proposed subdivision unless alternative easements, for access or for use, will be provided. 5. Pursuant to California Government Code 66427.5, the applicant filed an impact Report dated December 15, 2009 which analyzed the impact of the conversion on residents. In addition, the applicant obtained a Resident Survey of Support which was conducted in accordance with an agreement between the applicant and the resident that is independent of the applicant. The Impact Report was provided to each resident of the mobilehome park at least 15 days prior to the hearing on the map. The results of the survey were presented to the City on March 9, 2010. The survey was considered and it was found that 105 residents opposed the conversion, 25 approved, 52 declined to comment and 124 missing. CONDITIONS OF APPROVAL—TENTATIVE TRACT MAP NO. 17296: 1. The Tentative Tract Map No. 17296 for Subdivision of an existing 304 space mobilehome park received and dated January 12, 2010 shall be the approved layout. G:W OA Approval of TTM 17296 -3_ Item 12. - 24 xB -130- 2. Prior to submittal of the final tract map to the Public Works Department for processing and approval, the following shall be required(PW): a. An onsite storm drain shall be designed and constructed per the final hydrology and hydraulics study approved by the Director of Public Works and Director of Planning and Building & Safety, City Standards and per the City adopted 2005 Master Plan of Drainage. If .the recommended storm drain design _(of the . Hydrology and Hydraulics Study) is not mutually acceptable between the Applicant and the Staff, then the applicant may request review and consideration by City Council. The storm drain system located within private streets shall be private and maintained by the Homeowner's Association. A soils report, prepared by a Licensed Engineer shall be submitted for reference only (ZSO 255.04A) (PW) b. The subdivider shall provide proof to the City demonstrating that the domestic and irrigation water metering for the subject project meet the requirements of the California Department of Housing and Community Development (HCD). (PW) c. The required Hydrology and Hydraulic Analysis for the subject project shall analyze 10, 25, and the 100-year storms. Design of all necessary drainage improvements shall provide mitigation for all rainfall event frequencies up to a 100-year frequency. (PW) 3. The subdivider shall offer each existing tenant an option to either purchase his or her subdivided unit, which is to be created by the conversion of the park to resident ownership, or to continue residency as a tenant. (Subdivision Map Act§ 66427.5) (PL) 4_ The subdivider shall be required to avoid the economic displacement of all non-purchasing residents in accordance with the following (PL): a. As to non-purchasing residents who are not lower income households, the monthly rent, including any applicable fees or charges for use of any pre- conversion amenities, may increase from the pre-conversion (commencing at the time of final map recordation) rent to market levels, as-defined in an appraisal conducted in accordance with nationally recognized professional. appraisal standards, in equal annual increases over a four-year period. (Subdivision Map Act§ 66427.5) b. As to non-purchasing residents who are lower income households, the monthly rent, including any applicable fees or charges for use. of any pre-conversion amenities, may increase from the pre-conversion rent by an amount equal to the average monthly increase in rent in the four years immediately preceding the conversion (commencing at the time of final map recordation), except that in no event shall the monthly rent be increased by an amount greater than the average monthly percentage increase in the Consumer Price Index for the most recently reported period.(Subdivision Map Act§ 66427.5) 5. Prior to the recordation of a final tract map, the following shall be required: a_ Submittal of an Improvement Plan for the subject project shall comply with Public Works plan preparation guidelines and include the following improvements on the plan (PW): G:WOA Approval ofTTM 17296 -4- HB -131- Item 12. - 25 i) ADA compliant access ramps shall be installed on the easterly curb returns_on Delaware Street at Mermaid Lane per Caltrans Standard Plan A88A (ZSO 255.04, ADA and SMA 66428.1(d)) ii) An ADA compliant access. ramp shall be installed on the southeast corner of Delaware Street and Frankfort Avenue per Caltrans Standard Plan A88A (ZSO 255.04, ADA and SMA 66428.1(d)) iii) Damaged curb and gutter along the Frankfort Avenue frontage (at Hill Street) shall be removed and replaced per Public Works Standard Plan No. 202. (ZSO 255.04 and SMA 66428.1(d)) iv) ADA compliant access ramps shall be installed on the south curb retums of Frankfort Avenue at Shorecliff Drive (at the subject site's northerly entrance) per Caltrans Standard Plan A88A. (ZSO 255.04, ADA and SIVIA 66428.1(d)) v) An ADA compliant access ramp shall be installed on Frankfort Avenue where it intersects Hill Street per Caltrans Standard Plan A88A. (ZSO 265.04, ADA and SMA 66428.1(d)) vi) The existing 8-inch back low device configuration is non-conforming placing the City's water supply at risk of potential contamination. As a result of health and safety concerns, the subdivider shall reconstruct or replace the existing backflow device to comply with current Water Standards. . (Resolution 5921, Title 17 State Regulation, SMA 66411.5(a), and SINIA 66428.1(d)) b. The applicant shall provide an analysis of the existing onsite sanitary sewer system. If any improvements are required per said analysis, they shall be constructed and comply with all associated requirements of HCD. (PW) INDEMNIFICATION AND HOLD HARMLESS CONDITION: The owner of the property which is.the subject of this project and the project applicant if different from the property owner, and each of their heirs, successors and assigns, shall defend, indemnify and hold harmless the .City of Huntington Beach and its agents, officers, and employees from any claim, action or proceedings, liability cost, including attorney's fees and costs against the City or its agents, officers or employees, to attack, set aside, void or annul any approval of the City, including but not limited to any approval granted by the City Council, Planning Commission, or Design Review Board concerning this project. The City shall promptly notify the applicant of any claim, action or proceeding and should cooperate fully in the defense thereof. G:WOA Approval of TTM 17296 -� Item 12. - 26 HB -132-