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1814-1868 White Oaks Rd. (TR8103) .~ w 0 (> I ') 70 NORTH FIRST STREET CAMPBELL, CALIFORNIA 95008 (408) 866-2100 e fV6L a.e''''''. WI~R 18 \988 ~at,1tl1ft ,.,.ucw- CITY OF CAMPBELL " ,. ., r _ /' Department: CITY CLERK March 17, 1988 Pinn Brothers Partners 2470 S. Winchester Blvd. Campbell, CA 95008 Gentlemen: The Carrpbell City Council, at their regular neeting of ,~~rctr-15-;--1~ adopted Resolution No. 7515, awroving the Final Map ct! Tr~t No.' 81..0. .3, ) accepting the dedication offered thereon, and authoriz~Mayor tpJ/ execute an agrearent for street improvements. -.-.-," Certifed copies of the resolution and agrearent are enclosed. Should you have any questions concerning the Council's actions, please 00 not hesitate to contact me at 866-2116. ~ fh,"JJ. Barbara olsas~kU City Clerk k lp ,.. CQ:..,."Public Works Depar1:Irent - C. Case (i 1y.,V .. (1814 Whiteoaks Rd. TR 8103) v RESOLUTION NO. 7515 BEING A RESOLUTION APPROVING FINAL MAP OF TRACT NO. 8103, ACCEPTING THE DEDICATION OFFERED THEREON, AND AUTHORIZING THE MAYOR TO EXECUTE THE AGREEMENT FOR STREET IMPROVE- MENTS WHEREAS, there has been submitted to the City Council of the City of Campbell a final map of Tract No. 8103, at 1814-1868 White Oaks Road, for approval; WHEREAS, the City Engineer has certified that the map conforms to Sub- division Map Act and City ordinance; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Campbell that said map be, and the same is hereby, approved, and that any real property offered for dedication for public use is accepted on behalf of the public in conformity with the terms of the offer of dedication. PASSED AND ADOPTED this 15th 1988, by the following vote day of March AYES: Counci1members: Ashworth, Kotowski, Watson, Doetsch, Podgorsek NOES: Counci1members: None ABSENT: Councilmembers: None APPROVED: ATT2 . a1.i~~ Barbara 01sasky, tk44- City CIJ l;V~ r,'''' "', T,\,' t "'~ 'rr IS A nme , CnIG:tML C.', II ........ CT,: ~1; f " A ';:)(YERK' .1 di -.'" 'gd.' ." ;.g!.::f,.._.........L1l ~/l::W.._ .;~~~2JU.(; . .' . ~ /'ZfiL ' L'i ' ,'[, _". .. :"<c:'L'~.. - ,-- ""/J_.."..--...,.. PACIFIC GAS AND ELECTRIC COMPANY ~ ::) 90 0 NO. 8 LAN E '( :"V E ~~ u E . CUP E R TIN O. C A. L [ FOR N I A 9 5 J : 4. . ( 4 ::: 3 ) 9 7 3 . 3 ? 3 = Harch 1, 1988 City of Campbell 70 N. First St. Campbell, Ca. 95008 SUBJECT: Easement Approval for Tract # 8103 Dear Sir: The Public Utility Easements shown on the final copy of the Tract presented prior to recording, are adequate and satisfactory for the installation of this Company's gas and electric distribution facilities. Should you have any questions, please call Mr. M.F. Le Roy (408) 725- 2186 at r2;JJ cc: Pinn Brothers Canst. Pac Bell New Business Rep File COUNTY SANITATION DISTRICT NO.4 OF SANTA CLARA COUNTY 100 East Sunnyoaks Avenue Campbell, California 95008 Telephone (408) 378-2407 SERVING RESIDENTS OF CITY OF CAMPBELL TOWN OF LOS GATOS CITY OF MONTE SERENO CITY OF SAN JOSE CITY OF SARATOGA UNINCORPORATED AREA March 1, 1988 City of Campbell 70 N. First Street Campbell, CA 95008 RE: Tract 8103, White Oaks Road Gentlemen: This is the District's "clearance letter" for the recordation of subject development. This District has reviewed and approved the plans for the sewer system servicing this development. Fees due this District have been paid. Bond, adequate to insure subject sewer system installation, has been posted with this District. In short, all of the District's requirements for tract recordation have been met. \ Very :~t: ~ij{pres~ R. Nichols Assistant District Engineer PRN:mk E-20 Rev. 2-20-86 TO: City Clerk ACCT. ---- 35-] 6 3521 3373 3373 Please collect & receipt for the following monies: PUBL WORKS FILE NO.Jr. "'0 ~ ~Yl. !/7... 2S-f(' Depos i t Plan Check & Inspection Fee Other Cash Deposit (specify) & 3372' Mu I t i - Re s. , 3380 Public Works Special Projects 3510 Postage TOTAL 11' ,. C>~ _ C.OI").rt. tAli n t:- {, of' J f ( \'- NAME~ It, n ADDRESS PHONE AMOUNT $ S ,'20 D I' ~ ~oo "3 ~- 0 ~ S-- i-~ J I "3 z... 0 u-O $ -:SO/OS"to r-- 2..470 7J f vJ ZIP 7~.ooO' 5. F~ C I TV CLERK CI'lLY RECEIPT NO. /'7~7.s- AMOl.I'lT PA I D ~,O.:s:7n" (J() RECE 'YED In' LP DA1T ~/I,/ R?' 4/3.11- c,fL July, 19137 '1.,<0..,....,__ _, ...;.i.r,..,..,__.....,.,""".,....,""'~".,.....,".....^ 1531 Parkmoor Avenue San Jose, California 95178 ...... PACIFIC...lIBELL A Pacific Telesis Company February 29, 1988 City of Campbell 70 No. 1st Street Campbell, CA 95008 Attn: Project Manager RE: Tract 8103, White Oaks Circle, Campbell Dear Sir: We have no objection to the Public Utility Easements (P.U.E./P.S.E.) as shown on the subject tract/parcel map. However, P.U.E.'s do not constitute an easement acceptable to Pacific Bell. It may therefore be advantageous for the property owner to grant our Company an easement for a portion of the telephone facilities to be placed on the property served. Any arrangements for such an easement will be made directly with the property owner. The above mentioned Project is located within the Pacific Bell service area and telephone service will be provided in accordance with our rates, rules and regulations. Our engineering plans call for providing service to this site when service is required. If you should have any questions, please call me on (408) 491-3529. Sincerely, 'o/I~ 1"1att Wi 11 i ams Joint Trench Coordinator MW:cc cc: David Pinn, Pinn Bros. Const. Co. CITY OF CAMPBEll FIRE DEPARTMENT 123 SOUTH UNION AVENUE CA M P BE,[ L, CALI FOR N IA 95008 (408) 866-2189 Date: 19 January 1988 San Jose Water Company 374 W. Santa Clara Street San Jose, CA 95113 RECEIVED MAR 1 7 1988 PUBLIC WORKS , ENGINEERING ATTN: SUSAN LEACH RE 11 WH 1 TE OAKS COURT, CAMPBELL CA 950(18 Ms. Leach: Thi. letter will .erve as authorization to install one ~ir. hydrant (4" by 2 1/2" by 2 1/2") at the location(s) listed below: 1. N. side of White Oaks Court, 156 ~eet E. of Whit. aaxli Road. 2. 3. 4. 5. =<s- \.l. -~~ ~ L u:=? \~c..sr B\b~ CCll Cruz Go,nez, Campbell Publ ic Works ~ \ - \o..~ '&. P ~~ L~'u-\ t.,- ~\. -'"'2.~""6 \~\..4. - t~~~') W~L<'\~ CJ~\C-~ ~~. \t"2. ~\ C-"O LU~\. .,~ ~~~ <!--r . ~l~ ~'-C::; ~<S /--.. ~wo t.-t...) t==> C L? e..~ ~ll.-\.L. 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L~ Ok.:> ~ 'G~-;;-r s \ be- ~ o~ '--e.:::rr \ \ <5 ~ u..) ~1\C)t2..~ \;)~ \ L 0F ~~ ~\S'"rl ~ \ IvtP~~~3~'\~~ h ~f0 ~\~ltLL)C:::i ~l....)~ ~GCr--:;.~ 'A-O'-O ,-l L)C- ~t::>G~ ~ ~ \&D-LU Uou..J ~\L-. '-(DU U~~~ ~ Th...IDl..J:;;.l-Y-\(JU FO\2-. c .oU~O-~ ~"-.)f0 TO G:rtL-hDE- \L:) Dt~\U. \-J\. ~i'-b~ef2. ---;".'TD\~ ~ ?v::.T I tz;>t"l.e::>~~~ \U'4:c-r~ t>..q-~. .L-.\ l\ ~ ~TC tj e-f2...CLDu OF-~. ~\ \\ , ~CA..),-vJ '--\~ ~ 0 b \ ~ Q...c.::):;.. ~ G>r r~ \~ \. U <'":s:r f'?:. \-5D U'0\2AlU~ ~~~lA-',-^-'-( T~ ~~ \~ \S \f.'-d Tl~ U \. f.::;;L.() POlU<r C;F- be -- ~~. <:::;". \.-L?~ 4\~~ <!-O~- ,Electrical :/.)ist,.i~utorA Co, 1.1,3fj Au.z:er~''i 3t, S,~"I'J,.e. C1'I 95126 PhonE, 29,3.5818 EXClUSI VEL Y WHOLESALE / ,'/ -' / f // ~ flue! J:::. -------.. <.;' I / /' r ......_ i i tf) " ir r~ l /' ~.'~ /. ".j.1 / /'" j l //1/ ' /c.- .' , / /'t/j/" [0;;'1', /,'/ /Jj.,,;'/' , ,'..~, , (I III i /j .' . , r;/(-/ j",/ / ;' '~/. / I /'// I - /J;' / Vii I . "'/-I , ~., ~ /i l"" " ~_ C:::S~ G\~ ,A-\tvl'IT~~'Ll~~ ~O- ~r-:o-~~ hu0c=y~lIOU~ a..::::~l \".:< : ~ublic Hearing - Minute Action - Approval of Tentatlve SUb01V1Slon ~ap ~u allvw formation of eleven (11) single family lots - 1814, 1820, 1856, , 1857 ~hiteoaks Rd. - in a prezoned R-l (Single Family Residential) and R-l (Single ~amily Residential) Zoning District - TS 87-04 PLANNING COMMISSION RECOMMENDATION 1. That the City Council accept the Negative Declaration which has been prepared for "this project; and 2. That the City Council adopt the attached findings and approve this map subject to the attached conditions. DISCUSSION The applicant is requesting approval of a Tentative Subdivision Map to allow the creation of 11 single family lots on a public cul-de-sac having access to Whiteoaks Rd. The project site is currently occupied by 5 single family homes, a car shed, and a dog kennel; All of the existing buildings would be removed with the exception of a single family residence and accessory structures on the southeastern portion of the site. The project comprises approximately 2.4 gross acres. The proposed subdivision would be developed at a density of 4.5 units per gross acre, which is consistent with the Low Density Residential (less than 6 units per gross acre) shown on the Land Use Element of the General Plan. The proposed lots range in size from 6,000 sq.ft. to 15,000 sq. ft. Ten of the proposed lots would have access to the new cul-de-sac, with one of the lots fronting Whiteoaks Rd. Tbe Planning Commission is of the opinion that the lot design and arrangement is acceptable and is recommending approval of the proposed subdivision map, sUbject to the attached conditions. At its meeting of November 24, 1987, the Commission unanimously recommended approval of TS 87-04 (vote: 7-0). A copy of the minutes from that meeting are attached. Attachments: 1. Recommended Findings and Conditions of Approval. 2. Project Fact Sheet. 3. Planning Commission minutes: 11/24/87. 4. Proposed Tentative Subdivision Map. 5. Aerial of proposed map. 6. Location Map. I PREPARED BY Planning Department AGENDA Jan. 5, 1988 --- STf TURAL SECTION DESIGN WORY EET PROJECT 7?2~ C.:i TI = 5. S ..32 No, B/O 3 Source: DATE CIT'1 I...e TT-e<<: D~ re..L:) FE-a z~ 19~9 R = G::;] E,4..J C-rE:D TEe I-J M E".., '7; I q I?V -+ AC/ROCK ALTERNATE AC THICKNESS CALCS: GEAC = 0.0032 (TI) Cl 2 Agg. Base R Value = 78 GEAC (O,~<1 )~ GfAC ( '2.32. ) = 0, )1 ft. thick A.C. Rounding up t03I/;).. inches (min.3~ inches)A.C. GEAC= 6. f,7 TOTAL SECTION THICKNESS CALCS: GETot = 0.0032 (TI) (100-R) Native material R Value = 32 GE ( L Z 0 ./ ) - GE (0 .6 7 Tot AC GE (':: . ~ ::.. ) -:- Gf ( 1.1 AB Aij ,- AC/ROCK ALTERNATE: .3 " / ~ ~ " AC on (Do not use if A.B. is less than (lOO-R) ) = GE (C 53 ) ) = C,.,~ ft. thick A.B. ,- C~ "Cl 2 Agg. Base 4 inches.) DEEP STRENGTH ALTERNATE ~ (Using Asphalt Concrete Thickness Guide' attachaJI)C E I V E D DEEP STRENGTH ALTERNATE: r; II "'IIA. C. FES 251968 PUBLIC WORKS ENGINEERING ]-604.4 Port 7-Dcsign PLANNING MANUAL ~~'C..:....- ~ - ... _J ..,..... AF'oI 16. 1'70 TACLE 7-604.3 Gravel [quivalcnls of Structural Layars in Feet AS!'II AL T CONCHI-:rE Cement-treated --- .-- - ---- 8/1.80 TrL'tic Ind('x (TI) Altere- :. DTB Cl_ AUre- <<ate r.nd 6.6 6.6 7.6 8,6 9.6 10.6 11.6 12.6 13.6 and eate aub- bdov/ 6,0 7.0 8,0 9.0 10.0 11.0 12.0 13.0 14.0 LTB A B baac baac Actual - tbicknclIll Gravel F.quivalcnt .'llClor (Gr)I'!" Gr Gr G~s Gr or layer feet 2,:;0 2.32 2.14 2.01 1.89 1.79 1.71 1.64 1.67 1.52 1.2 1.7 1.2 1.1 1.0 0.10.__...... 0.25 0.23 0.21 0,20 0.19 0.11' 0.17 0.16 0.16 O.lS 0.12 - . - ~ . ... - . .. .. ... .. ... ....... ....... .... ..... .. .. .. .. .... 0.15__ _ __ __.. 0.38 0.35 0.3~ O,~'O 0.28 0.27 0.26 0,25 0.24 0.23 0.18 .... .... ...... .. ................ ..... .. ........... ....---..... 0.20_______.. 0.50 OAll 0.43 0.40 0,38 0.3ti 0.34 0.33 0.31 0.30 0.24 .....-.-.......-- .... .. .. .. ...... ........ .... ....... 0,25________. 0.63 O.~ O.M 0.50 0.47 0.405 0.43 0.41 0.39 0.38 0.30 .. .. .. - .. ...... ............. .... .............. """ .. .. "...- , 0.:10_.....___ 0.75 0.70 0.64 0.60 0.67 0.64 0.61 0.49 0.47 0.46 0.36 .... .. .. .. .. -.... ........- .............. .. ...... .......... 0.35.. __..... 0.88 0.81 0.76 0.70 0.66 0.63 0.60 0.57 0.66 0.53 0.42 ....-. . .... ........... 0.39 0.36 0.40_________ 1.00 0.93 0.85 0.80 0.76 0-.' 0.08 0.66 0.63 0.61 0.48 0.44 0.40 ,,- -.-..--......----- 0.45_________ -......._- 1.04 0.96 0.90 0.85 0.81 0.77 0.74 0.71 0.68 O.M 0.77 0.64 0.50 0.45 0.50. _ _ _ _ _ _ __ ..... .. .... ... 1.16 1.07 1.01 0.95 0.90 0.86 0.82 0.79 0.76 0.60 0.86 0.60 0.66 0.50 0.66________. ------........--- 1.18 1.11 1.04 O.GS 0.94 0.90 0.86 0.84 0.00 O.G{ 0.66 0.61 0.66 0.60__.______ --------.... --...... ---- 1.21 1.13 1.07 1.03 0.98 O.G{ 0.91 0.72 1.02 0.72 0.66 0.60 0.65__.______ ---.....-...------..-..-- 1.31 1.23 1.16 1.11 1.07 1.02 0.99 0.78 1.11 0.78 0.72 0.6.', 0.70_________ -..-------------......-.....-.... 1.32 1.25 1.20 1.16 1.10 1.06 0.84 1.19 0.84 0.77 0.70 0.75____m__ ------------------------------ 1.14 1.28 1.2:J 1.18 1.14 0.00 1.28 0.00 0.83 0.75 0.80_________ -----------....-----....---------- 1.43 1.37 1.31 1.26 1.22 0.96 1.36 0.96 0.88 0.80 0.85...______ --...... .......--.... ........... --..... --. -... ---... 1.62 I. 405 1.39 1.33 1.29 1.02 1.45 1.02 0.94 0.85 0.90_________ ---..------.._--..---.._-~-------------- 1.64 1.48 1.41 1.37 1.08 1.53 1.08 0.99 0.90 0.95_________ ---....------------------------------------- 1.56 1.49 1.44 1.14 1.62 1.14 1.05 0.95 1.00____~____ ------------------------------------------ 1.1e 1.57 1.A2 1.20 1.'10 1.20 1.10 1.00 1.05_________ --..----------.-.------------------------------- 1.15 1.60 J.2G 1.78 1.26 1.16 1.05 ') G~ NOT.~S: JlTB is bituIDiooU8 tr.lItf'd bn.... LTD ill lime tnllt.d ...... Jo'or tile d('siJ:n of road-mised aap1aalt ..dac:bIe. .. UJI .r tile .........1 N\l1i~ftl.nt .....__ 11"1.\ .L__ _L..-.__ 1__ __L_.... ______A_ , _/{,.7S. ENGEOTECH, INC. Soil and Geological Engineers 473 Sapena Court, Unit 15 · Santa Clara, CA 95054 · (408) 988-8225 File No. ET7-0437-S1 February 17. 1988 /;,/, ~; Pinn Bros. Construction. Inc. 2470 South Winchester Campbell, California 95008 c; " RECEIVED FEB 251988 PUBLIC WORKS ENGINEERING Attention: Mr. Dave Pinn Subject: White Oaks Subdivision White Oaks Road Campbell, California RESULTS OF RESISTANCE "R"-VALUE TESTS Gentlemen: Per your request, we have performed laboratory tests to evaluate the Resistance "R:-Val ue for the near-surface material on the site for the Proposed White Oaks Subdivision located on White Oaks in Campbell, California. The results of the tests indicate a Resistance "R"-Value for the material of 32. The sample was obtaine about 2 feet below the existing ground surface. The pavement section should be designed on the basis of this value and the anticipated traffic on the Street in the subdivision. If you have any question, please give us a call at your convenience. yours truly, ENGEOTECH, I NC. ~~~. Muhammad Hussain, P.E. =====================c==~ .------------------------- .------------------------- ------------------------- ------------------------- POINT BEARING L_.iTANCE NORTH I NI3 EASTING ELEVATION =============================================================================== (70 Inverse BearingsJ / Figure 30'3 L341 8 is made up of these following points... 316 L315 314 325 323 326 R321 342 308 300 304 309 33'3 L324 338 340 30'3 S 0-42-30.00 E 4,393.3262 5,037.5028 106.5000 316 N 89-17-30.00 E 4,286.8344 5, 038. 81 '34 20.0000 Delta = Radius = Tangent = 90- 0- 0 20.00 20.00 Curve length = Ch.:)rd = 31. 42 28.28 315 4,287.0816 5,058.8179 S 0-42-30.00 E 20.0000 314 4,267.0831 5,059.0651 N 89-17-30.00 E 139.3537 325 4,268.8059 5,198.4082 N 0-42-30.00 W 28.0000 323 4,296.8038 5,198.0620 S 38-38-28.05 E 28.0000 326 4,274. '3337 5,215.5464 S 38-38-28.05 E 43.0000 Delta = 255- 51- 56 Radius = 43.00 Curve length = 192.02 321 4,241.3476 5,242.3'373 S 37-13-28.05 W 43.0000 339 4,207.1079 5,216.384.3 S 37-13-28.05 W 28.0000 Delta = Radius = Tangent = 37- 55- 58 28.00 9.62 Curve length = C:hc.yd = 18.54 18.20 324 4,184.8123 5,19'3.4466 N 0-42-30.00 W 28.0000 338 4,212.8102 5,199.1005 S 89-17-30.00 W 139.3537 340 4,211.0874 5,059.7574 S 0-42-30.00 E 20.0000 Delta = 90- 0- 0 Radius = 20.00 Curve length = 31. 42 Tangent = 20.00 Chord = 28.28 341 4,191.0890 5,060.0047 S 8'3-17-30.00 W 20.0000 342 4, 1 '30. 8417 5,040.0062 ~ O-4';--';'h _ 4h !::" Q,,:! ......::..dt:, 308 4,107.7534 S 88-44-00.00 W 30.0000 300 4,107.0902 N 0-42-30.00 W 285.8870 304 4,392.9554 N 8'3-17-30.00 E 30.0000 30.3 4,393.3262 5,041.0321 5,011.0394 5,007.5051 5,037.5028 Area = Area = 23980.8582 sq. feet 0.5505 acres Error of closure is 1 in 10000000.0000 -------------------------------------------------------------------------------- [70 Inverse Bearings] Figure 9 is made up of ,se following points... 401 402 L403 404 405 L323 406 R321 407 L324 408 40'3 ,j/: [70 Inverse Bearings] Figure 401 L410 401 402 ~--_._- 9 is made up of these following points... 402 L403 404 405 L323 406 R321 411 412 300 304 401 407 L324 408 4, 3'33. 2026 5,027.5036 S 0-42-30.00 E 104.5000 4,288.7106 5, 028. 7'355 N 8'3-17-30.00 E 30.0000 Delta == Radius == Tangent == 90- 0- 0 30.00 30.00 Curve length == C:~, elY d = 47. 12 42.43 403 4,289.0815 5, 058. 7'332 S 0-42-30.00 E 30.0000 404 4, 25'3. 0838 5,059.1640 N 8'3-17-30.00 E 139.3537 405 4,260.8065 5,1'38.5071 N 0-42-30.00 W 36.0000 Delta == 37- 55- 58 Radius == 36.00 Curve length == 23.83 Tangent == 12.37 Chord == 23.40 323 406 321 407 324 408 409 4,296.8038 5,198.0620 S 38-38-28.05 E 36.0000 4,268.6851 5,220.5419 S 38-38-28.05 E 35.0000 Delta == 255- 51- 56 Radius == 35.00 Curve length == 156.30 4,241.3476 5,242.3.373 S 37-13-28.05 W 35.0000 4,213.4781 5,221.2244 S 37-13-28.05 W 36.0000 Delta == Radius == Tangent == 37- 55- 58 36.00 12.37 Curve length == C:hoyd = 23.83 23.40 4,184.8123 5,199.4466 N 0-42-30.00 W 36.0000 4,220.8096 5,199.0016 S 89-17-30.00 W 139.3537 4,219.0868 5,059.6585 S 0-42-30.00 E 30.0000 Delta == F::ad ius = Tangent == 90- 0- 0 30.00 30.00 Curve length == C:~'I:IY d = 47.12 42.43 409 410 4,189.0891 S 89-17-30.00 W 30.0000 411 4,188.7182 S 0-42-30.00 E 81. 0'~46 412 4, 107. 62'~8 S 88-27-15.26 W 20.0021 300 4,107.0902 N 0-42-30.00 W 285.8870 304 4,392.9554 N 89-17-30.00 E 20.0000 401 4,393.2026 Area = 171'~6. 6599 sq. feet Area = 0.3948 acres Errol" of closure is 1 in 10000000.0000 5,060.0294 5,030.0317 5,031.0342 5,011. 0394 5,007.5051 5,027.5036 -------------------------------------------------------------------------------- Civil Engineering Associates 455 Los Gatos Blvd.. Suite ?-. Los Gatos. California 95030 Phone: (408) 358-3300 Date: FEa /7,,~' , 1IVlflre 04,(:5 CT. Cut Sheets PT. PLAN ElEV. Checked By CUT DI~T. Offset HUB ElEV. AZ. FIll lOTS L~ 1150 , , Z54c4 7~1 .......... . 'Z-fZ~ < 7(j; I Z!36- 02 rei R E C E IVE D . ,.- '2:1- ff (P )t ~Ol Z57, 3 zrt': v FEE ,1 91988 \J\ Zf513S Ef(: ~ 33t; 255-:2,'4 Tt. '- / PUB Ie WORKS _" , -I -- - L.:Z3,83 ~ ./ 293: 4ev N. [.I'U 1m .J , L:,)/.84 v' Z c:::. ,. ....-1 Tt. ..; ~}.iI~L, L:: /t; cu ~ J I Z'357'2t:/ \ , . f 4,.,.,-/ 1/ ""'/ cO ~u r~,~1 Z5S. 77 T[~ C;. .7 ~? I- ,~. /1-/;/1, II"' /7/)/ ~S.IO Z55, g6TZ, ~ I ,.......) f.f, ,. /f50 , ~!?4,v41t:.', ~ ./ ~ - 1'/ -f 0 -;', ~ ~ , 2'3d.- ,9/Tc., v '-, ' .,.,.,,;<.1 2f74 ~f') 7/ Z55,Z{P Te. ,1..- ~ - '1, l- r; C/, .2,t::, EI<.J / ~I ~5 2 5S: 347C., i,l// __ !" I ~.' '::,I ~- 1. 2_~& ~ 2~ 4/ -',. V -. ,'I..P (. C" 1. :;;;'~67 ~2_).c:,... 2 SPi c;,,~) t./' /' ..... ,.~.,.. ~.,., ",-,'J -.---.. " "3775 ~~ (p~ 265J $/ TC., ./ If./' ill. I ::7l.r '''I. 14- Z55. gc.... ie.., s, f',,-S :- ,q . .. ( ST!_ ":TURAL SECTION DES IGN WORK___EET PROJECT!r-j" J1//!/~AR'S' ~-%rc/)j)//lJ;; DATE o/F/r/' J- . TI = ~ Source: C/0 R = 53 TC3 I. -+ AC/ROCK ALTERNATE AC THICKNESS CALCS: GEAC = 0.0032 (TI) Cl 2 Agg. Base R Value = 78 GEAC (p'St, )-:- GfAC ( 2,0' ) = tJ.Z-'i( ft. thick A.C. Rounding up to t?zt inches (min.3~ inches)A.C. GEAC= t)(~-5 TOTAL SECTION THICKNESS CALCS: GETot = 0.0032 (TI) (lOO-R) Natiye material R Value = .s~ GETot ( I, "2 () ) - GEAC ( rJ, jB GEAB (0'0'1--- )-:- GfAB ( 1.1 AC/ROCK ALTERNATE: ~I'z-" AC on (Do not use if A.B. is less than (lOO-R) ) = ) = 7 "Cl 4 inches.) GEAB (rJ, &:, 2- 0.57 ft. thick A.B. 2 Agg. Base DEEP STRENGTH ALTERNATE (Using Asphalt Concrete DEEP STRENGTH ALTERNATE: Thickness Guide attached.) 5% "A.C. --t ( Part 7-Desigra PLANNING MANUAL 7-604.4 ~-----~~.~ .t..- - ... .d. 'f1..b.. AF'" 16. lt70 TACLE 7-6~)4,3 Gravel [quivalcnts of Structural Layers in Feet AS1'lfALT CONClu-:n~ Cemcnt.-trealAld .'- B_ 1'rL'lic IDd"x (1'1) Aure- ~ DTB CI_ Aure- r;ale 5J\d 5.5 6.5 7.5 8.5 9.5 10.5 11.5 12.5 13.5 and gale aub- bclo", 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 L1'B A B bue bue Actual lhicknC8ll Grnel F.quivalent J.'acwr (G,),.., G, G. G~8 G, or layer feet 2.50 2.32 2.14 2.01 1.89 1.79 1.71 1.64 1.57 1.52 1.2 1.7 1.2 1.1 1.0 0.10_. . ... ... 0.25 0.23 0.21 O.~O 0.19 0.11l 0.17 O.IG 0.16 0.15 0.12 .. -.......... ............ ..-..----.. ............... .. 0.15..______. 0.3..'1 0.35 0.3:! O.~~O 0.28 0.27 0.26 0.25 0.2" 0.23 0.18 .......--............... ...... .......... .. .. ..........- 0.20......... 0.50 O.~G o.n 0.40 0.33 0.3li 0.31 0.33 0.31 0.30 0.2" ...... .. ..........-......... ...--...... .......... ...... 0.25__.... ___ 0.G3 O.SIl O.M 0.50 0...7 0.45 0.43 0.41 0.39 0.38 0.30 .......-.-....---- ....... - -.... ............. , 0.:10......... 0.75 0.70 0.64 0.60 0.57 0.54 0.5\ 0.49 0.47 0..6 0.36 ..............-. ................... ............-. 0.35_ __... ... 0.88 0.81 0.75 O.iO 0.66 0.63 O.GO 0.57 U.55 0.53 0.42 ... ... . ............. 0.39 0.35 0.40. __...... 1.00 O.fI:l 0.86 O.SO 0.76 O.~:.l O.GS 0.66 0.63 0.6\ 0..8 ............-........... 0..4 0.40 0.4:....__. __a ....... ... 1.04 0.96 0.90 0.85 0.&1 0.77 0.74 0.7J 0.68 0.54 0.77 O.N 0.50 0.45 0.50......... ......... ',16 1.07 1.01 0.9S O.go 0.86 0.82 0.79 0.76 0.60 0.85 0.00 0.55 0.50 0.55... __ __.. ........................ 1.18 1.11 1.04 O.gs 0.94 0.90 0.116 0.84 0.00 0.94 0.66 O.GI 0.55 0.60...______ .................................. 1.21 1.13 1.07 1.03 0.98 0.94 0.91 0.72 1.02 0.72 0.66 0.60 0.60S_________ .............................-.....-- 1.3\ 1.23 1.16 1.11 1.07 1.02 0.99 0.78 1.11 0.78 0.72 0.65 0.70.________ ........................................... 1.32 \.25 1.20 1.15 1.10 1.00 0.84 1.19 0.84 0.77 0.70 0.75_....____ .......................................................... 1.34 1.28 1.23 1.1& 1.14 O.go 1.28 O.go 0.63 0.i5 0.80_....__.. ...............................-............................ 1.43 1.37 1.31 1.26 1.22 0.96 1.3(; 0.96 0.88 0.80 0.85..... ____ ..................................................... 1.52 1.45 1.39 1.33 1.29 1.02 1.45 1.02 0.94 0.85 O.go._.______ ............................._.......~........._-.............. I.M 1.48 1.41 1.37 1.08 1.53 1.08 0.99 G.go 0.95_..___.__ .--............--------------.-------...-........... 1.55 1.49 1.<< 1.14 I. (;2 1.14 1.05 0.95 1.0(L___~__._ ..-...----......--..----..--.-.......---..-......-......-.... I.CH 1.57 1.:.2 1.20 1.70 1.20 1.10 1.00 1.05.___.____ .-..................-....-........-..........---.-................--..-........ 1. 60S 1.60 1.20 1.79 1.26 1.16 1.05 ') I GE NOTJ.:S: nTn is bitumiuouI trralN! b."I.... ( PROJECT TI = R = ST...._~TURAL SECTION DESIGN WORR~.LEET YS"? M/I/ECVI~( ~h.L)})f,,gD~TE ~ .r/d-' r 7 Source: c::: / TC/ ~ P. /57..-- TE;' / /4. ~/L t: ~ / -+ AC/ROCK ALTERNATE AC THICKNESS CALCS: GEAC = 0.0032 (TI) Cl 2 Agg. Base R Value = 78 GEAC ({J. <( 0; ) -:- GfAC ( '2-. I Lf ) = 0."2..:' ft. thick A. C. Rounding up to 6'.71 inches (min.3~ inches)A.C. GEAC= t? b 2- TOTAL SECTION THICKNESS CALCS: GETot = 0.0032 (TI) (lOO-R) Native material R Value = 6Y/51--- GE (p,rz.,/I-os-) - GE OJo'-) = GE (azaft'(3) Tot - AC --:-~~ ~. / GE ( O,ZOhV3)-:- GfAB 1.1) =t/~ft. thick A.B. AB I , I / AC/ROCK ALTERNATE:3r2- II AC on,;l~ 5' II C1 2 Agg. Base (Do not use if A.B. is less than 4/inches.) DEEP STRENGTH ALTERNATE (Using Asphalt Concrete Thickness Guide attached.) DEEP STRENGTH ALTERNATE: .s;:/Sq "A.C. ( 100-R) " -~ ') '/l /_ '/~ ':J I,)' \ r'^ ~ .,/1-- -t ( Port 7 -Design PLANNING MANUAL 7 -604.4 ~~~~:lIIl:P..,...-. .l.l-- '9r"..... _ n. AFt.! 16. 1t70 ASPHALT CONCHI-;TE (;emen L-lrea l<<S --- BGlIC TrL'lie Indt"x (TI) Aure- :; nTH CI_ Aure- <<ate ~d 5.5 6.5 7.5 8.5 9.5 10.5 11.5 12.5 13.5 and I;ale aub- heIoy! 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 LTB A n hue baae Ae~ual lhieltncae Gravel F.quivalent Factor (G,)..., Gr Gf G~B Or of layer '~t 2.50 2.32 2.14 2.01 1.89 1.79 1.71 1.64 1.57 1.52 1.2 1.7 1.2 1.1 1.0 '0.10:.'.. ~'. ::. .0:25 '0:23 -0:21 O:~O 0:19 O.IR 0.17 0.16 0.16 0.15 0.12 .... ............ .. ............ ....... .......... ....-.-... 0.15__ __ ~ __'. 0.38 0.35 0.3~ O.~{O 0.28 0.27 0.26 0.25 0.24 0.23 0.18 ......---....-........-- ....... .. ......... ...--..-. 0.20.......__ 0.50 0.(1) 0.43 0.40 0.33 0.3(; 0.31 0.33 0.3\ 0.30 0.24 ...... .. .... ..... .............. .. ~ .. . . . .. . . -. ... .... 0.25......__. 0.63 O.~ 0.!.4 0.50 0.47 0.(5 0.(3 0.41 0.39 0.38 0.30 . . . ~ . - ... ............- .. -......... ...... .. -. ,0.:10......... 0.75 0.70 O.G( 0.00 0.57 O.M 0.5\ 0.49 0.47 0.(6 0.36 . .. .. . . . . ............. ............... .........-.... O.~_......__ 0.88 0.8\ 0.75 0.70 0.66 0.63 0.60 0.57 0.55 0.5:1 0.42 . .... ... . . .... ........... 0.39 0.35 0.(0.... eo... 1.00 0.tl3 0.86 O.SO 0.76 O.';~ 0.68 0.66 0.63 0.61 0.48 .....-............-...... 0.44 0.40 0.4~......... . .... .. 1.04 0.96 0.90 0.85 0.&1 0.77 0.74 0.71 0.68 O.M 0.77 O.M 0.50 0.45 0.50___...... ..-...... 1.16 1.07 1.01 0.u5 0.90 0.86 0.82 0.711 0.76 0.60 0.85 0.00 0.55 0.50 O.SS......... ................-... I.J8 1.11 1.04 O.DS 0.u4 0.90 0.86 0.84 0.00 0.94 0.66 O.lil 0.55 O.GO......... ....-.............................. 1.21 1.13 1.07 1.03 0.98 0.9-<< 0.91 0.72 1.02 0.72 0.66 0.60 0.65... _____. -..----..---.---..-...... 1.31 1.23 1.16 I.Jl 1.07 1.02 0.99 0.78 I.Jl 0.78 0.72 0.6.') 0.70..... _ _.. ...--......--.......-.......-....--.. 1.32 \.25 1.20 1.15 1.10 1.00 0.84 1.19 0.64 0.71 0.70 0.75.._.__... -.....--......-..................-.............--........ 1.34 1.28 1.2:1 1.18 1.14 0.90 1.28 0.90 0.83 0.75 0.80...____.. -----...----....---...........--..-....-..... 1.43 1.37 1.31 1.26 1.22 0.96 1.36 0.96 0.88 0.80 0.85....__.._ .....--......................-............................. J.&2 1.45 1.39 1.33 1.29 1.02 1.45 1.02 0.94 0.85 0.90...__..__ ....._--.._.........._----_.......~-........_-........-......... I.M 1.48 1.4\ 1.37 1.08 1.5:1 1.08 0.99 0.90 0.95._.__.... ......_..~.-.._........._...-..._-_...-....._-------...__...__..._-- 1.56 1.49 1.(.4 1.14 1.62 1.14 1.05 0.95 1.00.. __~_.__ ..---...-.............-...-.....-.-----....--...-.............-.........-...... 1.64 1.57 I. :'2 1.20 \.70 1.20 1.10 1.00 J .05...... __. .....--..--......................-----........-....--..................-.......-.....-.... 1.65 1.60 J.~ 1.79 1.26 1.16 1.05 T ACLE 7-604.3 Gravel Equivalcnls of Structural Layars in Feet ") I Gf: NOTJ.:S: nTn is bitumiuoUB trf'llll'<1 bllll<". CIVILSOFT Copyright 1984 PGINT '=====-=====----=--.==-==-===,============================='======-=,============ EL.EVA T IONi, BEARING D1STMilCE NDRTHING EASTING ==============:ac==_========,=-=---========-=,========-======_======-'=-====='====== Figure 300 408 1 is, m.de up 304401 409 L410 of these following points... 402 L403 404 405 L323 406 R321 411 ..,12:, 300 Ae.€A- Wlm\~ ?nteeT~ fc.=:><L (' ~ &\6-t"r 407 L324 rAGe OF C'-'Res [70 Inverse Bearings] Figure 300 408 300 304 401 402 403 404 405 323 406 321 407 1 is made up of these followi ng points... 304 401 402 L403 404 405 L323 409 L410 411 412 300 406 R32t 407 L324 4,107.0902 5 , 0 II .'0394 N 0-42-30.00 Wi 285.,8870 4, 3'~2. 95~ 5,007.5051 R E eEl V E D N 8'9-17-3&.OOE 20.0000 4,393.2026 FEB 1 91988 PUBLIC WORKS ENGINEERING S 0-42-30.00 E 104..5000 5,027.5036 5,G28.795e 4,288.7106 N 89....17-30.00 E 30.0000 Delta - Radius = Tangent = '30- 0- 0 3().00 30.00 Curve length -= Chor d = 47.12 42.43 4,289.0815 5,058.7932 S<)~42-30.00 E 30.0000 4,259.0838 5,059. 16.40 N 89-17-30.00 E 139.3537 4,,260.8065 5, 1'38.5071 N 0-42-30.00 W 36. 0000 Delta = Radius = Tangent == 37- 55- 58 36. 00 ' 12.37 Curve length = Chord == 23.133 23.40 4,296.8038 5,198.0620 S 38....38-28.05 E 36.0000 S 38-38-28.05 E 4,268.6851 5,220.541'9 35.0000 Delta = 255- 51- 56 Radius:: 3S.00 Curve leng,th = 156.30 4,24t.3476 5,,1242.3973 S 37-13-28.05 W 35.0000 S 37-13-28.05 W 4,213.4781 5,221.2244 ".,c.. 0000 Delta. 37- 5S- 38 1:::>_-1. .._ _ ~~ ,...,:...+ Tangent = 12.37 .., ChoYd = 23.40 324 4,184.8123 5,199.4466 N 0-42-30.00 W 36.0000 408 4,220.8096 5,199.0016 S 89-17-30.00 W 139.3537 409 4,219.0868 5,059.6585 S 0-42-30.00 E 30.0000 Delta = Radius D Tangent = 90- 0- 0 30.00 30.00 Curve length = Chord = 47. 12 42.43 410 4,189.0891 5,060.0294 S 89-17-30.00 W 30.0000 411 4,188.7182 5,030.0317 S 0-42-30.00 E 81.0946 412 4,107.6298 5,031.0342 S 88-27-15.26 W 20.0021 300 4,107.0902 5,011.0394 Ayea. = Ayea = l" \9-, l<'O~ \ "S", %~-r Error of closure is 1 in 10000000.0000 ---------.------------------------.-----------------.----------------'-------------- A ~ Y(j; 61- c...A "1'1-"\ \ "" .".) W \11+\ U ~fLL.~T uJ F'igure 1 is made up of these following points... 300 304 309 316 L315 314 325 L323 R321 F'igure 1 is made up 1;.1 f these following p';.lints. . . 300 304 30'9 316 L315 314 325 L323 326 R321 339 L324 338 340 L341 342 308 300 1:70 Inverse Bearings) F'igure 1 is made up of these following points... 300 304 309 316 L31S 314 325 L323 326 R321 339 L324 338 340 L341 342 308 300 300 N 0-42-30.00 W 285.8870 304 N 89-17-30.00 E 30.0000 309 S 0-42...,30.00 E 106.5000 316 N 8'9-17-30.00 E 20.0000 4,107.0'902 5,011.0394 4,392.9554 5,007.5051 4,393.3262 4,286.8344 5,037.5028 5,038.8194 Delta = Radius = Tangent = 90- 0- 0 20.00 20.0.0 Curve length = Chord = 31. 42 28.28 S 0-42-30.00 E 20.0000 314 4,267.0831 5,059.0651 N 89-17-30.00 E 139.3537 325 4,268.8059 5,198.4082 N 0-42-30.00 W 28.0000 Delta = 37- 55- 58 Radius = 28.00 Tangent = 9.62 Curve length = Chord = 18.54 18.20 323 4,296.8038 5,198.0620 S 38-38-28.05 E 28.0000 32& 4,274.9337 5,215.5464 S 38-38-28.05 E 43.0000 Delta = 255- 51- 56 Radius = 43.00 Curve length = 192.02 321 4,241.3476 5,242.3973 S 37-13-28.05 W 43.0000 339 4,207.1079 5,216.3849 S 37-13-28.05 W 28.0000 Delta = Radius = Tangent = 37- 55- 58 28.00 9.62 Curve length = Chord = 18.54 18.20 324 4,184.8123 5,199.4466 N 0-42-30.00 W 28.0000 338 4,212.8102 5,199.1005 S 8'3-17-30.00 W 139.3537 340 4,211.0874 5,05'9.7574 S 0-42-30.00 E 20.0000 Delta = Radius = Tangent = 90- 0- 0 20.00 20.00 Curve length = Chord = 31.42 28.28 341 4,191.0890 5,060.0047 S 89-17-30.00 W 20.0000 342 4,190.8417 5,040.0062 S 0-42-26.46 E 83. 0'346 308 4,107.7534 5,041.0321 S 88-44-00.00 W 30.0000 300 4,107.0902 5,011.0394 Area = Area = [23721.3338 sq. feetJ 0.5446 acres Error of closure is 1 in 10000000.0000 --------------------------------------------------------------------------------- "'1-- ,c> - 'ta"b~41 C'.ri "l.- \- ~~ ~ CONSTRUCTION COST ESTIMATE rOR PERMIT NO. ~::n-~BJ/Date l- ~ ~_~ \~~.e\~ Name & Addu85 WI41"tES b::.tc-,., o.r-. i~\4.- Leoc..~ u...:>~ ~U:~ Surface Construction CI.aring ADd Grubbing Savcut Concrete Concrete Removal LUlllp SUIII EaU_tt: L- L.F. @ $ 4.00 -- S.F. @ 3.00 -=-_L.F. @ 5.00 .J......_ EA. @ 500.00 Curb , Cutter lemoval ~ · $ ~!.A..,~ . $ -, . $.,- - $ - Surface Subtotal "S" _ $~~!~ Adjuat. for Ibe: S $30.000 add 20%. S $100.000 aubtract 10%q "'4 <:;ll- Street Lighting Elec:trol1er Conduit Conductor. pair Pull Box " 4~~ ~~4- ~ EA. @ 3000.00 L.r.@ i2.00 L.r.@ 4.00 EA. @ 200.00 Storm Drainage 12" or IS" RCP l"2- C. L.r.@ 60.00 18" or 21" RCP L.r.@ 65.00 Street Inlet ~ EA. @ 1800.00 Manhole ""2- EA. @ 2000.00 Break ADd Enter Hanhol.. EA. @ 600.00 TOTAL ESTIMATE USE rOR BOND ,l · $q6~ - · $ CS-, ~+- . $~~",-~ - $'\'Lbb- - $ · $ ~~G.a6- . $ - · $ <::400 - · $~C>" . $ - . $ -:...,. $ ,~O. <\<1 \- $ \ ~ \ \ 000 - /2G:i ):::! I - ~ levi.ed 6/85 CIVIL ENGINEERING ASSOCIATES CIVIL ENGINEERS: PLANNERS: SURVEYORS RECEIVID February 3, 1988 OFF-SITE STREET IMPROYBENTS FEB 4 1988PETER B, McMORROW,P,E, Job #87-139 TRACT 8103 DONALD V, UTZ PUBLIC WORKS ITEM OESCRI PTI ON QUANTITY l.f8tiIHBlNG PRICE 1. CONCRETE CURB & GUTTER 798 L.F. 10.00 L.F. $7,980.00 ~4.. 2. CONCRETE DRIVEWAY 1,414 S.F. 3.00 S.F. $4,242.00 "'t.. ~~"", 3. CONCRETE SIDEWALK 2,578 S.F. 2.25 S.F. $5,800.50 '\,.. ct.. .. ~ 4. DEMOLITION LUMP SUM $5,000.00 5. FINISH GRADING 19,942 S.F. 0.25 S.F. $4,985.50 "'1..\ ,~\, 6. WHEEL CHAIR RAMPS 2 EA.- 500.00 EA. $1,000.00 7. A.C. PAVEMENT WHITE OAKS CT. 1,704 S.F. 2.50 S.F. $4,260.00 , CJ 0<.0 8. A.C. PAVEMENT WHITE OAKS RD. 10,760 S.F. 2.25 S.F. $24,210.00 '- "\.. "be:; .~) " ...(.~ \ c> ,1..ct1L 9. STORM MANHOLE 2 EA." 2,000.00 EA $4,000.00 10. HOODED INLET 3 EA ,v- 1,000,00 EA. $3,000.00 11. 12 I RC P 124 L.F. 25.00 L.F. $3,100.00 t""l. <- 12. SANITARY MANHOLE 1 EA. 2,000.00 EA. $2,000.00 13. SANITARY LATERALS 11 EA. 300.00 EA. $3,300,00 14. 6" VCP 260 L.F. 25.00 L.F. $6,500.00 15, ELECTROLIERS 3 EA."" 2,000,00 EA. $6,000.00 16. ELECTROLIER CONDUIT & CONDUCTORS 440 L.F. 10.00 L.F. $4,400.00 4~~ 17. FIRE HYDRANT & VALVES 1 EA. 3,000.00 EA. $3,000.00 18 6" WATER LINE 260 L.F. 20.00 L. F . $5,200.00 19. WATER SERVICES 11 EA. 500.00 EA. $5,500.00 20. 6 X 6 X 6. TEE & VALVE 1 EA. 500.00 EA. $500.00 21. MONUMENTS 2 EA. ~ 500.00 EA. $1,000.00 22. SIGNING & STRIPING LUMP SUM $986.00 23. STREET TREES 13 EA. \0- 200.00 EA. $2,600.00 TOTAl. MaIIT: $U., SM. 00 455 LOS GAlOS BLVD. . suire 201 · LOS GA TOO, CAUFORNIA 95032 · (408) 358-3300 ,~ CIVIL ENGINEERING ASSOCIATES CIVIL ENGINEERS: PLANNERS: SURVEYORS ITH1 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. December 21, 1987 Job #87-139 PETER B, McMORROW,P,E, DONALD V, UTZ OFF-SITE STREET IMPROVEMENTS TRACT 8103 DESCRIPTION CONCRETE CURB & GUTTER CONCRETE DRIVEWAY CONCRETE SIDEWALK DEi-lOLITION FINISH GRADING WHEEL CHAIR RAMPS *(i) A.C. PAVEI~ENT 4" A:C./8" A.B. *(2) A.C. PAVEMENT 3" A.C./6" A.C. STORM MANHOLE HOODED INLET 121 RCP SANITARY MANHOLE SANITARY LATERALS 6" VCP *(3) ELECTROLIERS ELECTROLIER CONDUIT FIRE HYDRANT & VALVES 6" WATER LINE WATER SERVICES 6x6x6" TEE & VALVE UNIT PRICE 10.0J L.F. 3.00 S.F. 2.25 S.F. 0.25 S.F. 500. 00 Ell.. 2.50 S.F. 2.25 S.F. 2,000.00 EA. 1,000.00 EA. 25.00 L.F. 2,000.00 EA. 300.00 EA. 25.00 L.F. 2,000.00 EA. 5. 00 L. F. 3,000.00 EA. 20.00 L. F . 500.00 EA. 500.00 EA. TOTAL *(1) Based upon pavement in the area, the exact pavement will be determined by the City of Campbell. *(2) See above *(3) Based upon an estimate of what we believe the City and Water Company will need. The exact amount will be determined after the various agencies prepare their engineering drawings. QUANTITY 750 L.F. 1,216 S.F. 2,494 S.F. LUMP SUM 14,900 S.F. 2 EA. 1, 704 S. F. 10,760 S.F. 2 EA. 1 EA. 298 L.F. 2 EA. 11 EA. 95 L. F. 2 EA. 250 L.F. 2 EA. 260 L. F. 11 EA. 1 EA. 455 LOS GATOS BLVD.' SUITE 201 . LOS GATOS. CAUFORNIA 95032. (408) 358-3300 PRICE 7,500.00 3,648.00 5,611. 50 5,000.00 3,725.00 1,000.00 4,260.00 24,210.00 4,000.00 1,000.00 7,450.00 4,000.00 3,300.00 2,375.00 4,000.00 1,250.00 6,000.00 5,200.00 5,500.00 500.00 99,529.50 )/- STRT "URAL SECTION DESIGN WORK~T~-r.:ET PROJECT /._~~:;.?--..., I '..!E y'/ 1"::-: ~< '\. -..1,....- ~.".......' DATE r--- .' / /'i'-':, I g-g ,. TI = c:;'C Source: --.-- R = r:".:.- _c........ '"-, -+ AC/ROCK ALTERNATE AC THICKNESS CALCS: GEAC = 0.0032 (TI) Cl 2 Agg. Base R Value = 78 GEAC (0,3'1 )-:- GfAC (::J 3~ ) = 0,11 ft. thick A.C. Rounding up to 31/z, inches (min.3~ inches)A.C. GEAC= (J, /:::.7 TOTAL SECTION THICKNESS CALCS: GETot = 0.0032 (TI) (lOO-R) . 1 1 ;:;3' Native mater1a R Va ue = _ GE ( 6. ~.3 0 6 7 Tot GEAB ( ~, ) ~ ) -:- GfAB. AC/ROCK ALTERNATE: .3 1/,2 " AC on (Do not use if A.B. is less than DEEP STRENGTH ALTERNATE (100-R) ) - GEAC ( ( 1.1 ) = ) = 4 " C1 4 inches.) GE ( /..;. j &:- AB .-::'/5 ft. thick A.B. 2 Agg. Base --t (Using Asphalt Concrete Thickness Guide attached.) DEEP STRENGTH ALTERNATE: 4- I~ "A.C. RECEIVED Pmt 7-Dcsign PLANNING ",~ANUAl FEB 41988 PUBLIC WORKS -.~ 7-604.4 ....~.--.:.ca.~-.........._ ~ -L ~ Apol 16, lt70 ----- ASl'HALT CONcm:n: Ccmenl-lreaLcld --- --- - ---- Due Traffic Jndex (Tl) Aure- :. DTU Cl_ Aure- saw r.nd 6.6 6.6 7.:- 8.6 9.:- 10:6 11.6 12.6 13.6 and I:a~ .ub- bcluYI 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14,0 LTB A B hue hue AcLual - lbickatal Gravel F.quivalcnl }'actoc (G,)/1, G, G. G~s G, or layer ftoel 2,[,0 2.32 2.14 ,2.01 1.89 1.79 1.71 1.64 I.S7 1.62 1.2 1.7 1.2 1.1 1.0 0.10......... 0.2:- 0.23 0,21 0,20 0.19 O. JIl 0.17 0.16 O. J6 O.lS 0.12 ..-.......-........... ............ .... ............. "" 0.16__...___. O.:~S 0.35 0.3:.! O,~~O 0.28 0.:17 0.26 0.25 0.24 0.:!3 O. J8 - .. .. ~ .. .. .. .. ........ .... .... _ M .. ...... -........... 0.20......__. 0.[,0 O.oCG 0.43 0,40 0,35 0.3l> 0.3,j 0.33 0.31 0.30 0.24 ..... .. ............ -"''''' .................. ..... .. .. ...... 0.25. . . ... _ '_ 0.63 O.~ O.~ 0.50 0.47 0,45 0.43 0.41 0.39 0.38 0.30 .. .. .. . .. .. .... -... -..... ..-....-.....- ..... .... - -.. ,0.30.....___. 0.75 0.70 O.M 0.60 0.67 0.64 0.6J 0.49 0.47 0.46 0.3G . - . . . .. . .... -... --- .................. ....... .. -...... 0.3:>>....... .. 0.88 0.81 0.76 0.70 0.66 0.63 O.W 0.57 0.65 0.f>3 0.42 . .... ... .. . .... ...... - _.. 0.39 0.35 0.40. __...... 1.00 0.113 0.8!i 0.1>0 0.76 o -., 0.66 0.66 0.G3 0.61 0.48 0.44 0.40 ..- .......-.................... 0.45.___.. n. ........... 1.04 0.96 0.90 0.85 0.&1 0.77 0.74 0.71 0.68 O.M 0.77 0.64 0.60 0.45 0.60.....__.. .... . ...... 1.16 1.07 1.01 O.gS 0.90 0.86 0.82 0.79 0.76 0.60 O.U 0.00 0.65 0.60 0.65..... __.. ...........-............. I. 18 J.II 1.04 0.88 0.i4 0.90 0.86 0.84 0.00 O.~ 0.66 O.GI 0.65 0.00...____.. .._...__R............._............_ 1.21 1.13 1.07 1.03 0.118 0.i4 0.91 0.72 1.02 0.72 0.66 0.60 0.65...__..__ .....------...-.......-......-- 1.31 1.23 I.IG 1.11 1.07 1.02 0.1lV 0.78 1.11 0.78 0.72 0.& 0.70.__._.... -........................-..........--........... 1.32 \.25 1.20 1.15 I. Ie) 1.00 0.84 Lit 0.84 0.77 0.70 0.76......... ...-----.-......--........-.......------.... 1.14 1.28 1.23 1.18 1.14 0.90 1.28 0.90 0.83 0.76 0.80......... -.--.......-..--..-----.---................ ..43 1.37 1.31 1.16 1.22 0.116 1.3G 0.16 0.88 0.80 0.15.,....__. ..-...-........-.......-............--.....----........... ..62 1.45 1.19 1.a3 I.W 1.02 I.C5 1.02 0.t4 0.15 O.to_........ ..-...._---_..-_.__.__.~--._...._._....- 1.64 I.C' t.el 1.37 I. OS 1.63 I.. 0.811 0.90 O.N.__....__ ----......--..----.---..------..----------.- I.M I.Ct I." 1.14 I.Ga 1.14 1.05 0.'5 1.00__ eo ;.... ---------.---..--.---.-.---.----------.... I." 1.57 I . f,;l I.to 1.70 1.10 1.10 1.00 1.06__.... ... ---....-...---..-.----.......-.....---.-..........----....- 1.16 I.to l.llG loft I.. 1.16 1.05 J TAtLE 7-G-04.3 Gravel [quivalenls of Structural Layars in Feet GE: HOT.:S: nTD Is biu"aiDOUII l~t"" NIlo". LTD .. IlaIe 1ft.... .... .. .... '-.. ., .... ",.... aepIlak .......... .. .. .. ... <<N'" ............ ...... (0-) ....... ...... for .......t _.. , .,{,....,.s. ~,..... ""' ~$.'/' ""', - I : I I I I I _I ,:.. ,'~ ~"""""""",."-",'""""",,,",~P:_~'I,,^,,"",";'-~,,__,>, "-"_'_'''''W.'~='~''''''.''''''_'''--J,~_ """"_,..-~.."."""._"",_..,...,,,,_ "";r.",,,~,,,,.,_,...,,,,,",.,, ..,....~.... ......."'",......,,,,..........,.""""'__. '.. , " .J.... " Ill' i ~~ n. :; H: ~ g ... o .. ~ '" ~' J . r- ~ ""'" ~ i'V" '::-'" ~ ~ ~ ~ ;,,",, o Q :.-> \-::.... ~ - c--- ~ o ~ ~ I::-'" ~ ~ '> ~ ~ ~ -~-- ,,'J"o r--'l. ~ ~ .:..s;:: ~ ~"- ~ ~ ~ ...... .9 ~ ~ ~ ~ p ~ ~ ~ ~ ~ ~ I~ o '8 ~ ~ 0' ~ ...... ~ -y 2 ;:"" - ~ ~ .~ ~ ~ ~ ~ ~ ~ r" ~ Iii ~ LocIlt~ ~ }> ....... Frca ~ ......... ;::: ......... To ~ ~ ~~ <::::> ~ t: >0 Incremental ~ area in acres p .~ :s- 0 Runoff coeff1c1en. ~ :r -::;:-- 0 Product ~ ~ ~ ~ ~ s=- o ,,,, ~~ ~ ~o Pipe diam.(inches ? <:;7 en Slope in feet ~ per foot '"'" -;; < Velocity (ft.Sec.) ....- limit 3 to 8 ft./sec. · ~ Velocity head \Q ':: 0 Desiqn Capacity ~n (c.f~s.) ~ ~ ~t'4 ~~ ~'j;} I~ ~ ~ ~~ ~:2 ~~ 0 ~~ c:: ~'\ " Length in feet Time of flow in minutes In feet Invert Elevation Finished Grade at M.H. S' CUt in feet o c:: " Remarks ................~' c:.. . ~ .. ..... ~i ~H II It 000 0 ca... . . I ca IQIQ..., .. ::I UlOO 0 0 ~Ulo.o.HlC:: __ fll ~o lit ...'< :2 II! 11 . !;f ff fll"3 "". ><OIll~..lIl::s'." ~ g: 11 ~ ~~ . ~ ::s' I1fll~ 11"""~. fil1:11l1 ~,<,.o rTI1l1t3 '< ~1Il1ll1ll11l0l. ~ 01'<:2 III 11 ..~,. ~ lit lit lit < c:: 11 llJ'< ::I rT~' ~::l ~C'o flirT :2a.::l"'HI rn:llo"o IQIlIrTI1l0 rTlItlllC: 110--1lI 0'010111 ::l " 11 llllllWlII '1j 3 HI lItC\~ C' c: OrTIo"o:ri' . 01 11::s'1 10"0 ... B. ell ~... ~ ~ ~ r o ~ "0 ri' o I'\) ... II 10"0 N III r'J ~ ~ Product -0 "'J Time of conc. (min. \ n Tc =r Tr + TF ~ M Rainfall intensity CD CP in inches/hour ... -:- III = ~ Runoff in c.f.s. 11 o = CIA ~ ~ 000 . . . 000 ... ... ~ w oIlo UI l :2 :2 10"0 &.. 1II = :2 = ~ M c: ::I en n ... f1) r:~ !i'< ell 0 ,." o 110 Ill'" :I '1j 9 10"0 :J" 'tl ::I . C' s: II " ... fll ... 1II ~ ~; i~ H 0:2'" ~ ~ttc:o.o ~ ~ D:2rD( ::1"- a.1II HI ~ . III '1j c:: ~ ,. 11 ... 0... ....'1j ~ t'2 flIO< "'J 1II 11 III lit"... "'J f1)~C:: I;l 11 0 II E; o.~.. < f1)",. N ~. " It IQ N f1) 0 o.Q lit · I H"'J 1m I"'J ~~IO ~ (J 1:.1 ~ 1; 1:1 t'4a ~~I~ ~~ I" ~~ 1>0 ~I 1M rn I~ ~ l~ "'J Ito1 a 1m ~ 1M ICl "I: Iz t o 1= · It'll o !;: It'll I"'J ~ ~ Z "l (I 11 g ~ ~ ~ III 8P ~ ~ ~ 3 :!> 'U 'tl r 0.t'lI>' gc. ~ ~~"o %.x]~ ~Ci~ ~ ~~' ~;; .:::;. \Ct'2?j 0 ; ~~~~"o" .~ t~: rt 0 i" g '< ::l -, .;. "- \ "0 i5 o.Q C ~r1 'V"'~ d _ ~ r' ~ OJ ... * ~ '-r :; M f:: f:1 ~ '\~~:r ~ 0 t4 ~~~. 2:1 @ ~,=e.e233 PI p~ 'i~,r-~,.... ~ n=9.9150 , d=12.9000 // a=8.33e0 <' Q=1.1203 5=0.0233 r:=0. 9150 d=12.90i3e a=0.33i30 \/=4. 9565 5=0.0238 r~ n=0.e15~ , . d=~2.0e% ' a=0.2300 , Q=e.5527 ;:,=0.8238 n=0.0150 d=12. Beef1 a=0.230e V=4.e5e0 5=9.920e n=0.8150 d=12.88B0 a=8.1690 Q=e.2425 5=9.8290 n=9.8158 d=12.8889 a='.1689 V=2.9892 @ fI\p( rUt"l/ @ 5=0.0238 \ n=8.8158 d=12.9900 a=1. 8998 ---: Q=4.7636 5=8.8233 n=9.9158 d=12.e8i.h~ a=1.e0ef1 \1=6.0652 r;, ,c / y' r ~ ::,.... r -"~ .... r 5=0.0238 n=0.0150 d=12.e890 a=1. 9860 ......' G!=4.7636 5=0.9238 n=e.8150 d=12.9i.le0 a=1.9i.lee ....'=6. e652 5=8.8290 r, \.J /')/ n=~ Q I "R : .. , I~J. t." J..J _ '. d=12.9990 / a=1.898e.A Q=4.3668 @ ,/, I !"V l/v s=8.8290 n=8.9158 d=12.eee9 a=l.t88e V=5.5599 1';,,'1i(,-", '" ':':c.""::\,~\'&,:iit~'t!~Y,',:":'i~."'~p'I~;-~, _~,b>""~"!,::", ,:'<1". -, -' Ii', . m" .." In zC:: I'T1 C)o:J CO n -c zo In ~:e ~ - 220 ~ '< c.o z :;::c en Ci)~ CO In " s=8.1394 n=9.91S0 d=12.8888 a=8.1599 Q=0.5604 s=8.1394 n=0.9158 d=12.ge8e a=8.1See \/=7.5858 (0\ ~ If) ~/ . \!:::J s=8, 1394 (/- "",,' n=8.815e j' :.: d=12.88e8 ~ a= 1. 988e~ Q=11.5286 :;=8.1394 n=8.8150 d=12.8080 a=1.88ee V=14.67Rf=. @,:~ v.\ , ',' Vvv ..,.,-" " . :zC::: fTl m C)c:J OJ _r- n 2- ..,.,("') m ""':e ~ a:! 0 ~ - :z ;:0 <.0 < C):;::s;: en en CX) m ~ CITY OF CAMPBELL MEMORANDUM To: Tra ffi c Sect i on Date: t)~'-G~ tq'&l From: C. Gomez, Assitant Civil Engineer Subject: PERMIT NO. bl--l:::;;;:~'"::3 TRACT NO. OR ADDRESS \n-... ~\r")~ (\.~\.4- \&<o~ u..)\4-\:~c-cs.~ ---------------------------------------------------------- Please review the attached plans and return this form with your comments to Chuch Gomez within five days. Return plans only if necessary. Feel free to see me if there are arryquestions. Thank you. Attach: plans CG/ No Comments Comments: j ;1/< ill i 1/ .' II ~/ [ , .~ I f '~,(/. Cor Plans returned? Yes No ; ( , , - :;...-- 1- )- ~p. Signature Date ,.. CITY OF CAMPBELL Department: __.__J_ I I ,._._-/- , ,u,,'----.-i'~'-ji I ! I I t r-' 70 NORTH FIRST STREET CAMPBELL, CALIFORNIA 95008 (408) 866.2100 Public Works October 28, 1987 oiJ A1 Pinn Pinn Brothers Construction, Inc. 2470 South Wincheste~_Boulevard Campbell, CA 95008 SUBJECT; WHITE OAKS 1987-1 ANNEXATION Dea AI: In order to expedite the annexation of your proposed subdivision to the City, we are asking that you have your engineer prepare the annexation plat and description. Attached is a packet that provides all the information necessary to prepare the documents. The owners of the two parcels immediately to the north of yours are agreeable to annexing at this time, so it seems efficient to ask that you have your engineer include them with your annexation. The revised subdivision map you sublnitted has been distributed for comments and is scheduled to be on the Planning Commission agenda for the meeting of November 24, 1987. If you have any comments or questions, please call. ~ . Sincerely, James Penoyer Engineering Technician JP/le encl. cc: Arthur Kee, Planning Director MEMORANDUM ~ ~<OfC4~~ , ~ * "",...', .' (." " ,,* v ~ . ~ .;; {I C p,\.\\() CITY OF CAMPBELL To: DON WIMBERLY PUBLIC WORKS DIRECTOR Da~: OCTOBER 22, 1987 From: ARTHUR A. KEE PLANNING DIRECTOR Subject: ANNEXATIONS 1800-1820 WHITEOAKS RD. Recently, I have received a call from Al Pinn inquiring about the status of his annexation. At this point, we are waiting for your department to prepare the map and legal description before we can proceed further. Please advise me when these documents will be prepared so that I can advise Mr. Pinn as to when the annexation will be completed. If you have questions regarding this matter, please contact Marty Woodworth. Id PACIFIC GAS AND ELECTRIC COMPANY ~ :Q900 NO, BLANEY AVENUE. CUFEPTINO, CALlFORNI,A 950:4 . (408; 973.8930 September 23, 1987 r~ t'::. e ~ r'" t-.t ~.." r."\ ('. ~:. ~~,. Mr. Joseph Elliott Director of Public Works 70 North First Street Campbell, CA 95008 ...; l.."-. SUBJECT: Easement Approval for TENTATIVE TRACT MAP# White Oaks Rd. - 7 lots Dear Sir: The Public Utility Easements shown on the final copy of the Tract presented prior to recording, are adequate and satisfactory for the installation of this Company's gas and electric distribution facilities. Should you have any questions, please call Mr. (408) 725- 2186. M.F. Le Roy at S~y, !) L/~~/ David Crowfoot Distribution Planning Engineer ( OJ - --v--v- cc: Pac Bell Civil Engineering Associates Inc. New Business File .. 100 East Sunnyoaks Avenue Campbell, California 95008 Telephone (408) 378-2407 SERVING RESIDENTS OF CITY OF CAMPBELL TOWN OF LOS GATOS CITY OF MONTE SERENO CITY OF SAN JOSE CITY OF SARATOGA UNINCORPORATED AREA COUNTY SANITATION DISTRICT NO.4 OF SANTA CLARA COUNTY September 17, 1987 Rr;; ti". c> '" ....1;;//- Vr::/7)" n...... !Jf: U <: t. P 7 r] 1 (' /In ") /"'.-7 --'(J r r./__ C.NGlfVf ~:~iH!(S l/(I/VC/ Mr. James Penoyer Department of Public Works City of Campbell 70 North First Street Campbell, CA 95008 RE PROPOSED TRACTS/EXTENSIONS White Oaks Road APN 413-77-016 & 017 Dear James: We have reviewed the tentative map. An existing 6-inch sewer on the southerly side of the property can be utilized for sewer service. This office will be working with the developer for sewer service to the proposed residences. Very truly yours, JO~ K. Lee Assistant Civil Engineer JKL:mk TO: "", to V '... \ '!j r ~ 1:"'. Ii.,.. SANTA CLARA COUNTY ~ ~ l ENVIRONMENTAL HEALTH SERVI GEi?Y \ LAND DEVELOPMENT REPORT -~ CITY CAt'YY?BELL ~- 1S--81 .l" f.;\\ \\\J ,.,I\X.. ' 't:\~\)\\'\ Date OF Owne r / Appli can t '"PI f\J tV 'BR~S W \-\.\T~ File No :API\J '-I 13-77-lh & 11 Location~ <$20 OAK-S c=J The application is not approved for the following reason(s): ~ The application is approved subject to the following conditions: )( A sanitary sewer connection will be required. No sewers are available, therefore, in order to determine the amount of drainfield required for a septic tank system, percolation tests will be necessary. Individual sewage disposal requirements have been determined for this site. A septic tank permit will be issued for construction of a system which must then be built in conformance with Bulletin "A" or local ordinance. lineal feet of subsurface leaching line with room for 100% expansion and a gallon capacity tank will be required. Existing septic tank(s) must be pumped and backfilled in accordance with Environmental Health standards. A bond in the amount of $ should be posted with to ensure completion of work. Contact the district Sanitarian for final inspection upon completion. Domestic water shall be supplied by an approved water system or by individual well(s) installed to Environmental Health standards. 'X Domestic water shall be supplied by C \T'Y OF C~t'Y\ P:BE:LL Leach lines must be at least 50 feet from any swale or from any cut bank over 3 feet and must be at least 100 feet from any existing or proposed wells. X Addi tional Comments~O\\ r::y 8"1\JVlf<O ~ VY\ e-NTA 8 t:~ L TN S r:?R V I CES W t+G!\J \(..E)\} N t:1~ lS C L- 0 s e:D) :P 1+0 ~ Ii'" o. 0 (01) Conditioned by: ~4217 REV ~/86 Seal well in accordance with county standards. amount of $ should be posted with to ensure completion of work. Provide water agreement for existing well. Submit revised plot plan to scale (1" = 20') showing house, driveway, appurtenant structures and required drainfield to contour. A bond in the istrict Sanitarian 2220 Hoorpark Avenue San Jose, CA 95128 (408) 299-6060 ~~1f~~Y. j SEP 1'7 1987 CITY OF' CAMPBELL PLANNING DEPARTMENT .......-:- \ ~ - J . , s f;ft-- . ,,- _/ ~~ (f6Y~ MEMORANDUM CITY OF CAMPBELL To: Don Wimberly Public Works Director Dau: September 9, 1987 From: Arthur A. Kee Planning Director Subject; Tentative Subdivision Map (Pinn Bros.) 1814 & 1820 Whiteoaks Rd. ---------------------------------------------------------- , The Planning Department has received your transmittal of the above-referenced tentative subdivision map and wishes to discuss this proposal with your staff. A specific concern is expressed regarding that portion of the future cul-de-sac which is proposed. Currently this area is developed with a private driveway which is servicing two of the three parcels south of the project site. Please contact the Planning Office at your convenience to schedule a meeting to discuss this proposal. cc: Bill Helms Jim Penoyer ~~ Of CA,;,p , " , C' * " 0".... ,", , ,", .~ ,,* " " a <-- f', l (p..\\$/ CITY OF CAMPBELL MEMORANDUM To: Don Wimberly Public Works Director Date: September 8, 1987 From: Art Kee Planning Director Subject: Annexation: Whiteoaks 87-02 1800-1820 Whiteoaks Rd. - - - - - _AR~: _ 4J~-~<L-.2 L I,_ ~,_ ~ _ _ _ _ _ _ _ _ _ _ _ --------------------------- The City Council has directed Staff to proceed with the above-referenced annexation. As a first step in the process, we need the map and legal description as prepared by your department. Please advise us when this will be ready in order that we may schedule this pro j ec t. Questions may be directed to Marty Woodworth, X2144. ld '~ 448, M 2 r 6'7.61 ~/");z. v o > I, , , '--.-/ l>;!; r ~ I ~c; ;--,v..-- 0-; o .- ~ , II$ '-!~,.; ~ , ,..., .l_~_ .. 120 1'56 CD ~Y-' __IO.~..;; _. ,10t.50 "~ I ~I ~i~ aa~ ~llIln ~;:;i d~ "'.E =et =..; ~ii! !I~ ;;-J L ~l'~ 1"- . CD;!; .- 'i: ." n r CD I~ N A ... ,. n ~. '" "$ ..,J'.. 'I,] 'If /...,,,, .5'0 S'-I, Vl'~ 's", @ I ." n"o -! ~ /1S~ 6025 If'" " IT/O .0 h ,.I,~... ol<46~ ... 604 I ~ I' _ ... A.....I I.J .....I~ ...,IC1\ It..I ~l,. I~ ~I~ I~ <;:,;; '<.oj '>2 ~ 7 k).>> "I~ Oi' ,0 I'" ~r,,~ .'f' ~ I. .JS .... ~ ~j~~-----l:; ~6.1.I-S4il ~ I.!." '~'J ,.. '" ---.j~ \0 118 51 81 Ii 17' . J~61 _ :!~'~1 ~,~-ll,L'..r ~..._ '~ '" IY.I tl ~~ I fu-3J ~ 2b ~ '" J~ - I..... ::~ l\.oj ~~ I~ ~r1 Q:i ~I"" ~ :1'-' m ~ : "4~91~: ~.. l !l8 ; ~~. I. ,... 19....91 It ~~al..... .. J1'II~ IZf4I' .. C4 24 . ,UI 4fj y:-' r~~r~~I--1,s;r-~ J ,.... 'l.. 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Please collect & receipt for the following monies: ACCT. 35-)396 3372 3521 3521 projec t) PVU!1-U eu : R-] : ($'35) (S200) (Cash) Depos i t 3372 Plan Check & Inspection Fee 3521 Other Cash Deposit (specify) 3373 3373 Project General & 3372 Tentative Parcel Map Fil ing Fee ($350) Final Parcel Map Fil in Fee ($300) Tentative Tract Map Fil in Fee $ 00 Final Tract Ma Fil in Fee $350 Lot Line Ad.ustment Fee/Certificate of Compl iance Vacation of Publ ic Streets and Easements Assessment Segregation or Reapportionment First Spl it ($500) Each Additional Lot ($150) Environmental Assessment: Categorical Exemption Ne ative Declaration Storm Drainage Area Fee per Acre Multi-Res., $2,060; all other, $2,250) Park Dedication In-lieu Fee per Unit ($1,132) 3370 3395 3380 Publ ic Works Special Projects 3510 Postage NOME C,'o'-[ E 1'1.'1 \11"("~1~1 ADDRESS if)J LDS C ~ 105 TOTAL A-, fo L - 73/1:) / ) {~ $ PHONE "3 ~ ~- 3"J 01) 2 fb / L, G I ZIP 'l yO ::J 0 FOR C I TV CLERK o.LY RECEIPT NO. ~ PAID RECE J VED BY DATE' AMourn $ 40D ~.t2- July, 1987 "~'~ Of (4",,,,6'(' * 0...... ", . 'd, ; , " * '" " ,oaf' 't.-<-'- 11. C p..\\\ () CITY OF CAMPBELL MEMORANDUM To: Don Wimberly Public Works Director Date: August 6, 1987 From: Art Kee Planning Director Subject: Preliminary Tentative Map 1814 & 1820 Whiteoaks Rd. ---------------------------------------------------------- Mr. Alan Pinn has submitted a preliminary tentative map for a proposed cul-de-sac along Whiteoaks Rd. The proposed map would accommodate 7 single family homes on a half street and would involve Parcels 6 & 7 on the attached map. The subject properties are currently in the County of Santa Clara's jurisdiction, but in Campbell's Sphere of Influence. They have been pre-zoned R-1-6 (Single Pcunily Residential - 6,000 sq.ft. minimum lot size) . Your review and comments regarding this proposal would be appreciated. Mr. Pinn's phone number is indicated on the plans. TJH: ld ~':..;"'C-H'F'::> ';'~ '--( ~/?- \ /:a-)