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/ / ■ °� BENCHMARK NOTE 50 0 25 50 '
<br /> M Pm II
<br /> / \
<br /> CITY OF REDWOOD CITY BENCHMARK BM61, THE TOP OF A BRASS DISK SET IN � �
<br /> / CONCRETE IN FRONT OF 100 BAIR ISLAND ROAD, WITH AN NAVD 88 ELEVATION OF
<br /> ■
<br /> 6.98 FEET WAS USED AS THE BENCHMARK FOR THIS SURVEY. SANDIS SCALE: 1"=50'
<br /> SUNNYVALE 0
<br /> v BA SIS OF BEA RINGS
<br /> I / �� .., � t THE CALCULATED BEARING, SOUTH 11'30'37" EAST, BETWEEN FOUND MOMUMENTS IN
<br /> / TOP BAIR ISLAND ROAD, AS SHOWN ON THAT RECORD OF SURVEY FlLED IN VOLUME 71 OF
<br /> PARCEL MAPS AT PAGE 17, SAN MATEO COUNTY RECORDS, WAS TAKEN AS THE
<br /> ° �, BASIS OF BEARINGS FOR THIS SURVEY. LEGEND & ABBREVIATIONS
<br /> ` �� �� eu rnc/w�a+
<br /> //II cy . ♦ JJ �� �' ;- �Ir� -\• `, SUR VEY NO TE _ _ - _ PROPERTY LINE
<br /> I �j pc ��„N i � • EASEMENT LINE
<br /> �'�I� ,► •� THE UNDERLYING TOPOGRAPHIC SURVEY IS BASED ON AN AERIAL TOPOGRAPHIC too'BCDC SHORELIN1 LINE
<br /> •52�12�1g�• / ,,- c SURVEY PROVIDED TO SANDIS BY KPFF CONSULTING ENGINEERS ON AUGUST 15, 2008. APPROXIMATE WATER TIDE LEVEL)
<br /> S67 \ SUPPLEMENTAL TOPOGRAPHIC SURVEY INFORMATION TO VERIFY THE TOP OF BERM - - APPROX/MATE TOP 0 ■
<br /> / \ \ / /'�� / �'.a' LOCATION AND ELEVATION WAS COLLECTED BY SANDIS IN SEPTEMBER, 2008. EDGE OF PAVEMENT\ �I�L'r ' CURB LINE
<br /> I s7 / / SS SANITARY SEWER
<br /> +� > " '
<br /> 1.-, SD STORM DRAIN •
<br /> I \ \ ����/ :u ... :ham ��.. O W WATER
<br /> // •�,; LINE TABLE c GAS
<br /> I �, \ ),./gy h1 0`� / Q LINE LENGTH BEARING JT JOINT TRENCH U71LITi
<br /> �� BUILDING OVERHANG\ 6 / a,
<br /> o / a� O L1 50.68 N74°29'39"E o CHAIN LICK FENCE
<br /> I \ \ / / ��• O ° ❑ WOOD FENCE
<br /> \ /� L2 31.63 N69 47'09"E
<br /> \• ' / / ► fir_ L3 3669 N78 2707 E\ / , . � 10 ELEVATION CONTOUR
<br /> leo
<br /> .\\u"
<br /> \ • / , L4 40.83 N23o36'00"E ® SDMH S�ORM MANDOARD CI CO
<br /> �. W a. L5 4.96 S67 49'16"E SSMH SANITARY MANHOLE
<br /> Cii Z N rT; /\ 1.�i !' // ��' 'r�► L6 43.86 N67°42'30"E Oo SANITARY CLEANOUT
<br /> •
<br /> 8"VU T.:,
<br /> \\ / n ,;/",�' �` \ "` / '� �0 � --' L7 9.13 :::: :'40" AC ASHPHALTIC CONCRE
<br /> 576.51 2 aao r �\ lV Z e / �Ns 082�'8�0 0 Y pAR-tNgRSH 1 AD ❑ ® AREA L l BW BACK OF WALK
<br /> .QQ r 4.73,/ / . ► UCC�L ° [7 ELECTRIC UTILITY BC
<br /> 142 O " 50.9_9._-'
<br /> 0.9_ `2 6.46' 2Op`f •. � u,! // �-i 1,.. S 0� 9.25AC ��� o L9 6.08 S72 49'53"E
<br /> O Q 2 , �. f �1 RT I A�.��.-- ' .. !� ° FL FLOW LINE
<br /> �,, r S O\ C111 - G, GRD GROUND
<br /> B,rW ► S1RU i _\ �, _ L10 � 6 S88 10'10"E
<br /> Z 6•5 2 \ w ► 10.45 N64°07'03"E GB
<br /> GRADE BREAK
<br /> \ IV
<br /> \ P PAVEMENT
<br /> 3 ' \\ i t /�1� �. . .- *4.62 N57 49'16"E
<br /> -�'"'� TC TOP OF CURB
<br /> z AYIT \\\
<br /> / _ , - 108.61 N52°40'27"E WLK SIDEWALK
<br /> ` \ \ 25' ��� DOC. ER ►. D -� i "� 1. T °'` -"����
<br /> Fr(
<br /> 4 'mod 50.04 N39°53'46„E CO NC CONCRETE■4.6 \ UTN¶ES CQUNT( �/ o r NE BAN ,� A'% - 4 ' EP EDGE OF PAVEMENT ik" FOR ►AA�O 9 c1O t * � < 100 �� % '° ',.- "1 I7( -` - `s1• •vDN \ L1 107.06 N29°18'47"E BLDC BUILDING CORNER
<br /> 2 .. \ - \\ 85^: -�_ . \�i \ : �_._..o �. ° PLNTR PLANTER
<br /> �► - , 1 4 .� s 3rj* 6 79.17 N58 46'22"E• M1' ,� of �' , ►' / ' �,�� ° HCR HANDICAP RAMP
<br /> `5\\: \ �' ► � \ L1 10.10 S76 07'40"E
<br /> a wMa� F TOB TOP OF AC BERM
<br /> r, " `• 1 r28 E �,�/ \ f .. FINISH FLOOR
<br /> R A 5 \ ^ / \ ► 1� 1 / . \ \ ?---._.�°' Eel TELEPHONE PULL BOX
<br /> 555 r + (� r r► T CABLE TELEVISION BOX
<br /> 23 1 t \ o«ai C1URE TOP, TB TOP OF BANK
<br /> .� Sly ,rim., TOW TOP OF WALL
<br /> �°� � RE // :•\ *• N D4 V r" < ® WATER IS CA\ .. ii *ø*- , /u - , �J pd GAS VALVE
<br /> ••, � 71.3 - ` A .0-. _ �'�' •
<br /> + \ I 8 'v;`'-- „ 10-: r . +r/ `c ,�' ® a,. HR HANDICAP RAMP
<br /> j `�,'' �- POL POINT ON LINE
<br /> / f �` ' . -. f ' uwW 1�: BL DL BUILDING LINE 40 iv \% It Valk . A � .; ,.. CL CENTERLINE
<br /> Ao
<br /> \ ' p ='0 ,l` FL FLOWLINE
<br /> \ �CAVAIION '� a•. •.• 37 / i a, CLF VALLEY GUTTER
<br /> \ D( pOR.Ti 2 RECORDS. / -+�"
<br /> CHAIN LINK FENCE
<br /> 1p00D talk ,:� � �ISLE � 1.946, SAN t;ATT;O��� � �� ���r � s� �- � � BOW BOTTOM OF WALL
<br /> /`" OH BUILDING OVERHANG
<br /> at i .,
<br /> yJCN ` s�►�` �a ? - P. TYPICAL
<br /> m� , 3: ,., \ / N a o- ELECTROLIER
<br /> CE
<br /> ,`, , w. t��;+ E ELECTRIC VALVE
<br /> T QOM `` tC ` , u, '� ` _..►r' �f� 2, /�16+ 3 \� SIGN 1
<br /> � � \� .,, A :._ . 97,4 ; ''\* E- GUY WIRE
<br /> ' INGRESS AND EGRESS 4095 O.R. 412 .s. \ { . NE g1�ID SD �' ,
<br /> 100 RECORD 100 •• ♦�, '"�/ /� u, ,u7 �l' FIRE HYDRANT
<br /> LESLIE SALT TO wall toy r °
<br /> V.�,OU ,,, '�" ,,,,� � WV WATER VALVE
<br /> 3, 1965, $AH \ :� /� P I V POST INDICATOR VALVE
<br /> Z ��� ■� ,,, '° _ ,� ,,� BFP BACK FLOW PREVENTER
<br /> >- , 1 f,. / ,.. ,,., \ \ WM WATER METER
<br /> �� ,. � 5}J 1P �. FS FIRE\ •\\ k -� . ,-� a 1\ t" ,1. APNS 082 PAR7N FH FIRE HYDRANT
<br /> \&s�� v -` '` LAND OF UCC�1�i- 4.00AC \\\ FP FLAG POLE
<br /> � ,,. LA CEL AR ❑D TELEPHONE UTILITY BOX
<br /> P �.� TOTAL PAR Ac\*
<br /> � ' 9.2 (1q SPOT ELEVATION
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<br /> \ % r S11 SHE .° TWTH}' 95 03070 \\\* r r, R .� , -;°".� ► L-ii __l•._ try ts� TYPE AND DIAMETER AS INDICATED
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<br /> :
<br /> \ \ NI \ lir ..' 40 DATE : 07/1 5/1 3 No. REVISION/ISSUE DATE BY SHEET
<br /> ..)- SANDI
<br /> _ S c I � SCALE: PETE'S HARBOR
<br /> SURVEYORS
<br /> PLANNERS DRAWN BY: Dew TOPOGRAPHIC SURVEY RESIDENTIAL COMMUNITY T-4 ft 4086360900 APPROVED' ' ' ' BY: SY
<br /> �O�T NO.: REDWOOD CITY CALIFORNIA
<br /> NNYVALE ROSEVIL I OAKLAND 212095 OF 8 SHEETS
<br /> File: \\Sv\x\P\212095\212095 Restored from 20131025\ENG\CONTRACT\TMAP\T 4 TOPOGRAPHIC SURVEY.dwg Date:Jul 17, 2013 - 4:27pm, nguyette Copyright ©2011 by Sandis
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