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HomeMy WebLinkAbout1104 Clovelly Lane - PlansFEDT- m 6 -� I; QU = W 'v Q o �0 wF�: 0 Z w Z� cr� ooE O cn C p V LLJ 0 0 a d 4 d lJ d 4 Q p Z N d a Q fl �Q�o w PO M W 00 d v m< LLT� 0 Q 8 ' / 4- EIDE] r 0 r 1 W 0- UZI V Q Z w W r) Q V �/1 Z J � W °C LL m W VZ Z J J W W o = V R fu __0 I� DATE DEC. 23 20M a 4—� REVISIONS C 1-- I 0 MAROH 14, 2015 /� II }} AUC�JBT 14, ZO1B AU7 CITY CP BURLIPvGAMIE CM-P.!AI`ONJI VG DIV CH EU NG RESIDENCE NEW HOUSE Ao --------------------------------------------------------- • ��� _,� iiii�iiiuiii��iiiii' �---I �....................c 1 (N) ELEC METER ® j Y F�AND 1 V AVERAGE ELEVATION FOR DECLINING HEIGHT ENVELOPE (E) WATER LEFT SIDE: O (E) SIDEIIALK / 000.71.100.11U/2 . 100.47 © (EO E.EYLATION (c') ROLLED CURB {LG flE 100.3 '100.40 1 AVERAGE TOP OF CURB CLOVELLY LANE (100.33 . 100.4)/2 - 100.3E © SEE NOTES PLAN SWEET PER CHECK/ Al, NOTE 3 j PROP05ED SITE PLAN SCALE YBII= IL-O" / ZA SECOND FLOOR SETBACK 9 AHD CLOSEST DHA POINT / o / / iY •:•5 ARKING >PACE 00.61 AVERAGE ELEVATION FOR DECLMMG HEIGHT ENVELOPE RIGHT SIDE: (100.61AS.SW/2 - 100,2T (N, 6' TALL noo �� CLOVERLLT LANE �� EXISTING HOUSE GATE PROPOSED FIRST FLOOR PROPOSED SECOND FLOOR LOCATION MAP ® The Westin San _ ` ® Francisco Airport 0 u �B •� Millbrae sk T. INOOLO MILLIIALE 1 N �W iTOS 0mlly t— q 4 BaYe Fw CONSTRUCTION HOURS L WEEKDAYS: 0:0 / - TOO P.M. SATURDAYS; 9:00 A,M. - 6:00 P.M. SUNDAYS AND HOLIDAYS: NO WORK ALLOWED CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY LIMITED O Y A D�OI:TfY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M, NOTES PER PLAN CHECK I. ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDING REVIEW BY THE PLANNING COMMISSION, 21 IF REQUIRED, A GRADING PERMIT WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. 3. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT WILL BE REQUIRED TO -I. REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE -2. PLUG ALL EXISTING SANITARY SE➢lE'R LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL -3, ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATIONS -4. ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF4UAY AVERAGE SETBACK ADDRESS SETBACK 1104 20 1100 20 1101 20 1105 19 1109 18 1113 21 1117 19 1121 20 1125 20 1129 19 1133 22 1137 22 1134 18 1130 19 18 19 18 g 18 18 19.37 260 S.F. , 30 S.F. A P /' POWER POLE / / n j /FIBER ROLL 0' MIN. INSTALL WITH I'XI' A7 a' c ALOWS L /ALONG A LEVELCOWOLF- (E) pG/ry� ENDS TO BE BATTED - /' / ELECT. / �-//4'i TIGHTLY TOGETNSR Ipi ON 1 0.11 V7777 TO PREVEN / QpLEAKAGE T 1 \ \ \ \ ALL V.TICLE 6 TALL.' REDWOOD FENCING TO REMAIN 11 11. Y 11 1 \ �j j TALL VERTICAL REDWOODFENCING TO REMAIN (E) 6' TALL WOOD FENCE TO BE REPLACED n DEMO 51TE PLAN ` SCALE Ys"= I L-O" — / E) Gas METER TO BE / RELOCATED EXISTING HOUSE TO BE DEMOLISHED PROJECT DATA PROPERTY ADDRESS: 1104 CLOVELLY LANE BURLINGAME CA PROPERTY OWNER: BENNY CHEUNG A.P.N.: 025232450 ZONING: R-1 OCCUPANCY GROUP: R-3/U TYPE OF CONSTRUCTION: V-B LOT SIZE: 5,533 SQ.FT. MAX. ALLOWED: M OFI CAR GARAGE: 32UX5533 .1100 0. - 1164.5. 1100 - 2,510.5 SQ.FT. LOT COVERAGE: 40%X5,533- 2,213.2 SQ.FT. MAX. HEIGHT: 30 FT. EXISTING: TT-1F763WACE FIRST FLOOR 1,185 50.FT. LIVING SPACE SECOND FLOOR 186 60.FT. GARAGE 304 SQ.FT, STORAGE SHEDS 250 SQ.FT, TOTAL FAR 1,965 SQ.F.T LOT COVERAGE I,TT9 SQ.FT. EXISTING L.G. RATIO 32,196 133S:Z-9T' LIVING SPACE FIRST FLOOR 1,4"13 SQ.FT, LIVING SPACE SECOND FLOOR 1,162 SQ.PT. GARAGE 234 5Q.FT. TOTAL 2,869 SQ.FT, LOT COVERAGE: FIRST FLOOR I,IOI SQ.FT. ENTRY PORCH 28 SQ.FT. TOTAL 1,135 SQ.FT. RATIO 1,135/5,533 31.3. I SHEET INDEX I AO TITLE PAGE Al SITE PLAN; PRO,.ECT DATA, SHEET INDEX, GENERAL NOTES AI.I AREA DIAGRAMS AND ROOF ON SITE PLAN A2 EXISTING AND DEMOLITION PLANS A2.1 EXISTING EXTERIOR ELEVATIONS AS PROPOSED FLOOR PLAN A4 ROOF PLAN A5 PROPOSED ELEVATIONS A5.1 PROPOSED ELEVATIONS A6 SECTIONS Al ELECTRICAL PLANS- NOT INCLUDED A8 DETAILS- NOT INCLUDED A9 NOTES- NOT INCLUDED CI TOPOGRAPHIC AND BOUNDARY SURVEY T24 TITLE 24 ENERGY REPORT- NOT INCLUDED GB CALGREEN MANDATORY MEASURES GENERAL NOTES L ALL CONSTRUCTION SHALL COFSORM WIN THE FOLLOWING CODES AS ADOPTED BY TFE CITY OF BURLMWME -2016 CALIFORNIA RESIDENTIAL CODE -2016 CALPORNIA MECHANICAL CODE -2016 CALIFORNIA M1213ING CODE -20* CAJFORNIA FIRE CODE -2016 CALIFORNIA ELECTRICAL CODE -2016 BUILDING ENERGY ffRCENCY STANDARDS -2016 CAL GREEN -2016 CA. FORNIA BUILDING CODE -01.11 GAME MUNICIPAL CODE 2, ALL EXISTNG CONDITIONS SHALL BE VERSED FOR COMPATIBILITY WITH NEW CONSTRICTION SWOWN H3iM 3. ALL NOTES AND DMQ SHALL BE FELD VERB, 4. WRITTEN D SHALL BE OBSERVED OVER SCALED DIMENBION9. 5, 51MILAR DEALS SHALL APPLY TO SIMILAR CONDITIONS. 6, N THE EVENT THAT DBCRE°ANC0 ARE FOUND IN THE DRAWWA, THE DBUGNE2 SNAIL- BE NIOTIFIED 5WM WORK CAN PROCEED. T. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK REQUIRED TO COMPLETE THE PROJECT, INCLUDING BUT NOT LIMITED TO, - ALL WORK REQUIRED TO PREPARE FOR NEU CONSTRUCTION. - THE REMOVAL OR RELOCATION OF ALL D08TNG PIPES, CONDUITS, WIRES, ETC., AS REQUIRED TO COMPLETE THE PROJECT. - THE MATC44M OF ALL NEW WALL, CE3LMG. ROOFING MATERIALS AND TFM IRES, UNLESS NOTED OTHERWISE DESCRIPTION OF WORK NEW 4 BEDROOM/ 4.5 BATHROOM SINGLE RESIDENCE WITH ATTACHED ONE CAR GARAGE DEMOLISH EXISTING SINGLE HOME WITH 3 BEDROOMS/ I BATHROOM AND ATTACHED ONE CAR GARAGE -J Z ^00 o Q � O W U O LLJ 0 m�?z �� o Q CV U) a 0 W V rn z� Ww V Z LA J /W CC Lei � m w V 4Z J Z Z) J W W O V v O DATE DEC. 2S 2011 REVISIONS Q MARCH IS, 201S ® APRIL 10, 2010 © MAY 1, 2018 ® AUGUST 14, 2018 Al SITE PLAN ROOF FITCH SCALE Y8 V-0° lo Q U W Q o W F W Z 45 Z W Q o-45 c 2 O ON a� vry lJ Z W > N � V) Q rn o W °0 ns M J o M :2 w 0 tz 5 0 o_ L LI V Z u LU w u V I Z J L1J °C m uQ W Z >- J J W L1TJ 'o V0 0 DATE DEC. 2S 2011 REVISIONS © APRIL 10, 2010 ® MAY 1, 2018 AUGUST 14, 2010 Al ol I D N ;oa m D s m 0 z A 8 II •'1.'I. I. I; 1.' 1108 CLOVERLL7 LANE EXISTING HOUSE 99� Q � V tiDSA �\ El 9s ` ❑ m:: � o C� a �w o �m r0 `\\❑ ❑ ❑ A Z � m \ � C� CHEUNG RESIDENCE 1104 CLOVELLY LANE BURLINGAME,CA 94010 DACA BUILDERS INC. 2386 MAYMOD AVE., SAN JOSE, CA 95128 PHONE 408 838 0450 CORN ELIA HABER RESIDENTIAL DESIGN PHONE 650 787 1197 .21 I comelia.hober@gmaii.com LUALL LEDGEND PERIMETER DEMO CALCULATION EXISTING PERIMETER: 2511% 12'• 251% 12'• 4'5% 6'9"• 51.5% 1511.5" + 15'2% 511 • Il8' TO BE DEMOLISHED 2511"• 12'• 25'1"• 12'• 4'5% 6'9"• 5'L5"• 1511.5" • MY'- 51'1 • Il8' RATIO I1B'/Il8' • 100. EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED NEW WALL �_____ � � LAUf.TdRY i M '� i I K1TGFIEN I � I I -----E111 GAUGE l BATPI�OOM liIE/--- 3 BED2 I N I LIVR G I ill II == = = n EXI5TING FIR5T FLOOR TO BE DEMOLISHED SCALE I/4"= I'-O" o, LINE OF FIRST FLOOR 1 I 1145, 1 / �Q� 1 / '1 1 1 11 1 1 1 1 1 1 1 1 1 11 ' 1 I 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 EXISTING SECO D FLOOR TO BE DEMOL SCALE 1/4% 1'-0" 1 / / FAI / / 1 o / / cc ui Q / = w ^� 'o / CD / Q / �o v� y w F-- t z Z o w Z cr- o 0 =o OLLJ (E) BEDROOM � i0 BE LREMOVED � I i ' � J II / j / / / / / Z -o — CV oL �¢ 10 L.I A a0 ro U J LLT Q C/") 00 o m � Z V ro Q Q CV (n a 0 W o c- V Z v W W Q v lei z J W °C m V W Z Zg r) J J LLl W o Z V V 0 DATE DEC. 292011 REVISIONS MARCH 19, 2018 (E) ROOFING ASPHALT COMPOSITION TILES mP 10036' , 19.45 . 11991' (E) ROOFING ASPHALT © COMPOSITION TILES >36' , 1345' , Ii9.01 MiL LEI IEE Ei-, NMI ------------- ------------------- v v 1.. • R45. 11991' IC036' , 10.45 • 119.01' a) BRICK CHIMNEY 0 ROOFING ASPHALT COMPOSITION TILES (E) ROOFING ASPHALT COMPOSITION TILES (E) STUCCO _ (E) FIRST (E) FIRST FLOOR PCA - - - - - - -__ - 1ND FLOOR -FLOOR PLATE (E) STUCCO /\ (E) STUCCO \ TYP 1 _ 570000 FIRST FLOO _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FIRST FLOOR (FJ GRADE (E) GRADE AVERAGE CURB HEiGHi 100.36 FT. AVERAGE CURB HEIGHT 100.36 FT. n EXISTING RIGHT SIDE ELEVATION [�EXIISTIING LEFT SIDE LIJ SCALE V411= it-O" ELEVATION SCALE 11411, 1'-0" (E) FIRST PC-OOR PLATE FIRST FLOOR_ _ (E) GRADE (E) BRICK CHIMNEY lo m[Zvi ; Q N § V = w p Q J r.-o o t-, � u4i LU F-- z Z w o L Z� O95 a� lJ � z -co N Ln W Q � U 00 � JLj o m :2 w Q Z O Q N to a 0 O W v O zW W 2i V V) Z w Iz m cc m l7 W Z g z J Z) _J W 0 TW + U V0 0 r DATE DEC. 29 2011 REVISIONS 0 MARCH IS, 2018 ®p APRIL 10, 2018 L, MAY T, 2018 1\2.01 WALL LEDGEND EXISTING WALL TO REMAIN _ _ _ _ _ _ _ _ EXISTING WALL TO BE DEMOLISHED NEW WALL 1lz 1" — x�l \ I \ L — � I _ — — LINE OF Ic\ -- — ♦ DINING ABWALL OVE x n �I I i I w I ¢ LIVING � I �I I I —CARNET Ilk f F---+I _ I I T Will r I C CRAWL SPACE ac.XESS I 24°X14° MK BEDROOM — 4 Y 7- X 3 n� ----------------- CSMT. WDW CSMT. WDW CSMT, WOW EGRESS EGRESS EGRESS j 1 PROPOSED FIRST FLOOR PLAN SCALE i/4 I'-0" ENTRY -S" - - ---t72, I I y; \ w I \\ KITCI-EN i� I m I <'�'------------ I x III = I I I I I a I I HOUR FIRE RATED DOOR I TYPE "X° 3' GYPSUM BOARD —T— O I I I I I I I P NTRY � I ---- 3 LAUNDRY I� I I I I \ \ I -- y OSMNT,WDW. — PROPOSED OPENINGS ROOM ROOM SIZE WINDOWS SIZE % Un vowrr arcs +e. s+ a nma esazn b m tFLKLM n, T S M eEaea"o n e (� PROPOSED SECOND FLOOR PLAN SCALE 1/4"= V-0" M� LLI aV = W Q p o SET u0 w F w L O Z N �Z�// � c C:) = E 0U5 V ry a� lJ Z Q E o W � U 00 00 J 00 m 0 w V N ca Q a 0 W V� Z W w C) Q V � � V 1 z J °C En rWT/ Ii m V W a z J J J W W o I V V 0 DATE DEC. 2S 20M REVISIONS Q MARCH IS, 2010 AUGUST 14, 2010 �I A 3 (E) CHIMNEY TO BE REMOVED n EXISTING ROOF PLAN TO BE REMOVED LI_FSC:ALE 1/4% 1'-0" 1R (E) 7ND FLOOR ROOF ND FLOOR WALL 'ERIMETER 0 A I IST FLOOR ROOF I ( I IST FLOOR ROOF I TA� I I I c � DECK 7ND FLOOR ROOF A6 I — — — F- -- Ll I I =o 9 N 6/12 RIDGE r W FLOOR WALL— RIMETER — DOWNSPOUTS TYP b/11 b/12 SLOPE LOPE I I I � I � I I j PROPOSESD ROOF PLAN ` SCALE 1/4% V-O" 7 I I I I I r I I N _J A6 I ( n � I S O N IST FLOOR ROOF I D A6 R )au TRIM )D OR COMPOSITE I Io- it WINDOW TRIM DETAIL DETAIL L2-f SCALE 1'I= V-O" l Q o -- U = W o n E D W F Z W Q z O o O L LLJ V lJ Z_ 0c) Q� o 'n [/1 W � U 00 00 J UL o It CD � OR z V � Q Q CV U7 a 0 O rl- W 0 V Z LiCW C C) Q V Z_ J W °C �M W W VZ Z� DJ J W TW > i O V� 0 DATE DEC. 1B 2011 REVISIONS Q MARCN 19, 2018 AUGUST 14, 2018 'I u --- -- -- -----rr-- ��iiiii, TYPICAL EXTERIOR MATERIALS: IO T I -COAT STUCCO 2O ASPHALT GOMPOSITON TILES O3 AWMINJM GUTTERS ON 2X6 PAINTED WOOD FASCIA ® ALUMINUM CLAD WOOD WINDOWS WITH SIMULATED TRUE DIVIDED LIGHTS, TYP, O5 PAINTED WOOD TRIM © PAINTED WOOD GARAGE DOOR Ol PAINTED WOOD PANELING © WROUGHT IRON GUARDRAIL O9 PAINTED WOOD DOOR WITH GLASS INSERT I� ALUMINUM CLAD WOOD WINDOWS WITH SIMULATED TRUE DIVIDED LIGHTS AND TRANSLUCENT GLASS II ALUMINUM CLAD WOOD SLIDING DOORS 12 2X4 PAINTED WOOD BRACKETS O3 SELF ILLUMINATING HOUSE NUMBER v - - (FJ GgADE - AVERAGE HEIGHT 100.21 FT. AVERAGE CURB HEIGHT 100.36 FT. 100.36 . 21 . 171.36 FT. I� DECLINING ENVELOPE - 9Er�jNQFLQQg,p1.9TE_,�. - - - [u]E7 ---------------- -- - --�-� - _ -�-_ Y------_r------_--- ----- ��r-i I' - OVERAGE WEIGHT AVERAGE CURB HEIGHT 100.41 FT, 100.36 FT. lo �I LLJ U = W Q 1-o °,° E J W F--z LLJ L 0 O OE 2 U V LLJ Z_ �J- 00 64 C Q o f O � W Q �Q00 o M:2 z Q Z Q d 0 LLJ I V Z LLJ w Q V Z_ J LLJ °C r m W V Z Z g D J W LLJ o Z V Vo 0 DATE DEC. 2S 2017 REVISIONS MARCH IS, 2019 ® APRIL 10, 201S © MAY T, 200 AUGUST 14, 2018 10036 . r . 1T1.m FT. AVERAGE CURB HEIGHT 10036 FT. PROPOSED RIGHT SIDE ELEVATION SCALE 1/4% l'-011 j I PROPOSED LEFT SIDE ELEVATION ` SCALE 1/411= 11-01' IO036 . 2, . TYPICAL EXTERIOR MATERIALS: lO }Ay° }COAT STUCCO (2) ASPHALT COMPOSITION TILES O8 ALUMINUM GUTTERS ON 2X6 PAINTED WOOD FASCIA ® ALUMINUM CLAD WOOD WINDOWS WITH SIMULATED TRUE DIVIDED LIGHTS, TYP. O5 PAINTED WOOD TRIM © PAINTED WOOD GARAGE DOOR Q PAINTED WOOD PANELING ® WROUGHT IRON GUARDRAIL O9 PAINTED WOOD DOOR WITH GLASS INSERT I� ALUMINUM CLAD WOOD WINDOWS WITH SIMULATED TRUE DIVIDED LIGHTS AND TRANSLUCENT GLASS II ALUMINUM CLAD WOOD SLIDING DOORS 12 2X4 PAINTED WOOD BRACKETS 13 — SELF ILLUMINATING HOUSE NUMBER— — COUNC MST PER STR PLAN R-00 WSUTATNRI 1' m CAP " rRIEg am MiH MM 9 HOlESr0 PER BAY ]/B' EZIWtli mCOO OH 2 LAYERS VEHTOF1 15 A�NA.T SANRAnD FT1T FIBER LACEY�DIT 1' COWLtYNO, ASM D tM di BOARDORER APPROVED RAIEaAL RRH r PLYROOD OR Doe SKIDS AT fa' O.c N11H �9ryNHEI�aOR 0, BOARD AND R-19lNSUL1110, EAVE DETAIL SCALE III= I'-OII 7/9' WENIOR STUCOO ON 2 LAYER OP / V5 ASP11ALr SAnNRAIED 77 COWLI/lO M1H ASHY O T2a OR OTHER APPROVED "marl MnH PLYYA00 ON m STUDS AT W aC. MiX : in. D., 90A1a1 AND R-19 n, PRESSURE TREATED wv EEO R-19 -TON ilA4aR0 ORAO£ H ANCHOR BOLT ! REBAR PER 91RUCBMALIOUNDA PIARH EST - PER SIR PLAN S1 NLPPERiAN F-4A7] FOUNDATION DETAIL SCALE I"= 1'-0" LLJ (:5 U W p -'a SEE O J Q Lo a a w F:: Z w L O Z� p OEL o c� V � j Z oc) o 0 O W U � W J_ Q o m Oo z o 2 Q a 0 O LLJ l-- V a Zu L u "' Q v Z J LLI w ca rro m l7 w z Z �- J J W LRITT..I o V0- 0 R_ DATE DEC. 28 20M REVISIONS Q MAROH 19, 2018 8 AFRI 110, 2018 © MAY T, 2018 AUGUST 14, 2018 A5,el PER STR PLAN TYP A -A SECTION l SCALE 1/4% V-CII LLL F-;-] 8-5 SECTION ` I SCALE 1/4% I'-O" - - or PLATE C �o $ECCND FLQQR - - - R - - PLATE ewe LANDING - - FIRST FLOP_ FOUNDATION J PER STR PLAN, typ. [-4A7] D-D SECTION SCALE 1/4"= V-O" lJ Z � Q rn o W � U 00 J = Q o '�t m :�F -, c w 2 Q dO 0 W r O d" V < Z Q W W C) V Z_ J W °C LL m V W 4Z J Z J J W W o = V V o DATE DEC. 29 2011 REVISIONS 0 MARC 4 19, 2010 ® AUGUST 14, 2010 A6 x 99.7 X 99. 9.83 x 100. S5 H x 00.28, NOTES: - ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF - REFERENCED ASSUMED B.M.: TOP OF CATCH BASIN, LOCATED AT THE END OF CUL-DE SAC IN CLOVELLY LN. IN FRONT OF PROPERTY EL: 100.00' - THE BEARING S. 62'20'00' E. OF THE NORTHEASTERLY LINE OF CALIFORNIA DR., AS SHOWN ON CERTAIN MAP ENTITLED "BURLINGAME VILLAGE", RECORDED IN BOOK 23 OF MAPS AT PAGE 31 WAS TAKEN AS BASIS OF BEARINGS FOR THIS SURVEY x 100/43 LEGEND & ABBREVIATIONS STREET CENTERLINE - PROPERTY LINE -� WOOD FENCE OVERHEAD POWER LINE ANC ANCHOR P.U.E. PUBLIC UTILITY EASEMENT GM GAS METER SSMH SANITARY SEWER MANHOLE ea WATER VALVE C&G CURB & GUTTER PP POWER POLE EM ELECTRIC METER DISCLAIMER: POLARIS SURVEYORS, OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. F (E) HOUSE 39.1 RIDGE 117.74 x 99. 100,62 100.04 x 181. 79 101.13 ®j15 x 100. v x 100.61\ R=40.00' �j r x100.58 p=43'52'45„ CC.•G x1oo.69 L=30.63' x a7 ��- 100.53 j x 100.72 •L x1o0. �> 0,.E 122 52 xloo.so XIOO.s9 `lam S 12'2� 3 ss xloo.ss x 00.7s 0 8 x 100.21 x 1oo,*100.76 � 100-17 - 00.81 x 100.83 .01 - x 100.42 100.27 x 10 x 100.60 s 100.26 100.92 x 1 o x .42 �FJ c -�� ARpOR 100.0Yt 100.20 T (E) HOUSE x 100.12 FF 102.60 `33• 1 0037 �'� 0.38 RIDGE 119.37 RS. \ 4p �� �. X 79, 100.12 1 x100.24 100.39 G 106.120.26 xi21 5 O.tro.17 MH \ .07 RIM POLARIS SURVEYORS 668 BRENDA LEE DR. SAN JOSE, CA 95123 TEL (408) 691-8891 APN: 025-232-450 OWNER: BENNY CHEUNG PROJECT: CLOVELLY LN. LOCATION: 1104 CLOVELLY LN. BURLINGAME CA 94010 w.w er S.P. Fl: M- . sv�E 11 1h1"=7 10/7 ;Z-- ' w 1.O