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1919 S. Bascom Ave. (97-20) L/ U4-C/L LAND DEVELOPMENT FILES FOR PRUNEY ARD SHOPPING CENTER (~ S7J"ey File #1 The Prun:~ - General Ordinance 1955 3rd Towiparkine age, Inn Expansion SDP 97-01 1/96 to S 97-20 UP 97-11 PA 97-52 File #1 File #3 File #4 File #5 (t/5/1,(,I) The Pruneyard Parking Garage/n=-p7C=-5/~$',$ dlGOq ThcomAve. 1 /?,#/~)to/ Phase r - dergrOlU1d Storm Drain Relocation . " The Pruneyard Parking & 3rd Tower (t $;7Z',ey/ 1909 & 1919 S. Bascom Ave. --Qhase rf)arading, Paving, & Surface Imprvmnts The P~ Expan~ 1995 S. Bascom Ave. Grading, Paving, & Surface Improvements The Pruneyard ~amPl~xtension & edesman Pathwav Remodel "' H:\ WORD\LANDDEV\PRUNEFILCID) Ordinance 1955 SDP 97-01 S 97-20 UP 97-11 PA 97-52 Ordinance 1955 SDP 97-01 S 97-20 UP 97-11 P A 97.52 Ordinance 1955 SDP 97-01 S 97-20 t.iF 97-11 PA 97-52 Ordinance 1955 SDP 97-01 S 97-20 UP 97-11 PA 97-52 ,. ~ .... CC,' ~~I (/ ~~~ I ri Equity Office THE PRIINEYAIW d&---tl/lt44/ 7/24/2000 -f T.,'~. :',' City of Campbell 70 North First Street Campbell, CA 95008 ...-, , ~-,r ,-~ ~ ,. ,-.. . o ld -' : ....~, '" RE: The PruneYard 1999 South Bascom A venue, Suite 200 Campbell, CA 95008 Ladies and Gentlemen: On June 19,2000 Cornerstone Properties Limited Partnership, a Delaware limited Partnership, and Cornerstone Properties, Inc., a Nevada corporation, merged into EOP Operating limited partnership, a Delaware limited partnership, and Equity Office Properties Trust, a Maryland real estate investment trust, respectively. In connection with these transactions, the name of the owner of the building has changed to EOP-Pruneyard, L.L.C., a Delaware limited liability company. As of June 19,2000, the building will be managed by EOP operating limited partnership, a Delaware limited partnership. Any notices, correspondence and invoices in connection with your contract should be directed to Virginia Unruh, Sr. Property Manager, at the following address: Equity Office Properties C/O The Prune Yard 1999 South Bascom Ave., Suite 200 Campbell, CA 95008 As an additional housekeeping matter, the insurance which you are required to carry under the terms of your contract should now name "EOP-Pruneyard, L.L.C., a Delaware limited liability company, EOP operating limited partnership, a Delaware limited partnership, Equity Office Properties Trust, a Maryland real estate investment trust, and their respective agents, members, partners, employees and mortgagees" each as additional insured. We ask that endorsements to your policies or certificates of insurance evidencing such be delivered no later than August I, 2000 to the Property Manager at the address set forth above. We thank you for your cooperation in these matters. If you have any questions conce g this notice, please feel free to call Virginia Unruh at the management office at (408) 371-4700. We e truly excited by this new opportunity and look forward to working with you. elaware limited liability company By: tf Printed: Its: Authorized Signatory l \ I ~,- 'lI"JJll ' , '~ J",-' , I ':"1~'t!1.., 1 J.I< t-~ I'~' ~i t: ~~ 'l "--...)--'.:. \ ,:-~.-, <f-l: t .rr- \ ," 0-0.&\'., ~ ~ l~ I I I-i r 1~ fa It 2"" ReFt ~ {i;)- I A I ,'.', ,'- '..1-:: (> ~ .!.v--" \;10."'" ( . I 'f -,' ( i I' 'h~ ,,-: '" . -- _.- -- - - -' J , , /~:IH ~;(, ~ 1Il!,~ ,y~ ,,~1 ( I r.{ : ".,.ttl ,~-~'"... 1 ~I.Q A~ ~ . .004~1( ,~;)\. I -v'"1~N'I:: ~2F: ~ reo !;", , '>-'-'~-7';;o;-" (I I, ,( iY' 't4V h:: rH..:1J 178 1', .~ 'a. ... ~ :p.J..,,_ ...... ' ft ~,- 'I W I J' '1" C' 'N" rf ' -", 1 . Ii. 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'. . .....'.... ::1 '- DESIGNED BY' : CK No. D.l\TE ,.BY - 'REVISIONS Cl1Y ENGINEER APPRrN~ 0 TAL/CK '. '-, . DRAWN, BY : ,-' '- : . MTE . 10/23/97 '--- >-(' -- . ~', " '- '-. ,- . - . . '- - '.'- . -' : ." ~ '-.- - .-. ---: - ,- " - " .. ,I,. .- SCALE: ~ .. :=,50" .. , ,- ';1 " " " .- - " . ,- ,.< \' , . "',::'~r" vrclCO;' 'JoB-NO: _: ,- ," " " -' .i,-,;. :." ;, 97084 ...........-.- DRAINAGE STUDY FOR NEW OFFICE TOWER AND PARKING GARAGE THE PRUNEYARD C~BELL,CALIFO~ MARCH 1998 ,r7 ' --; /!, .. / '....--- "t Mr. Bill Helms December 19, 1997 Page 2 acreages and runoff coefficients. Due to the extensive development of the site already in place, the runoff coefficient varies from 0.85 for pavement areas to 0.90 for building areas. The amount of landscape that would warrant a smaller runoff coefficient is very minimal and was therefore ignored. The storm intensity was derived from analyzing a 10-year design storm with a mean annual precipitation of 15 inches, as taken from the Santa Clara Valley Drainage Manual Design Guidelines. The manual sets forth County administrative policy for storm drainage design, and is used to facilitate consistent design procedures for the County of Santa Clara. The flow rate from the rainfall runoff of a lO-year storm (Q10) was analyzed for each of the drainage areas A through E. This was done using a computer program that is based on the Rational Method. The analysis consisted of determining the Q (in cubic feet per second (cfs), the velocity of flow in the pipe (in feet per second), and the hydraulic head that builds up at different locations in the drainage system. IV. Results: The PruneYard site drains to the east, north and south. The 12 acres draining east to South Bascom Avenue empty into a 15" City storm drainage system. The 12 acres draining north empty into a 24" outfall structure at Los Gatos Creek. The 4 acres draining south empty into a 15" city storm drainage system in Campbell Avenue. The Q10 at South Bascom Avenue is 14 cfs, the QlO at Los Gatos Creek is 12 cfs, and the QlO at Campbell Avenue is 6 cfs. v. Conclusions: The addition of the parking garage and office tower does not change the overall drainage characteristics of the site. The drainage systems going to both the South Bascom Avenue and Campbell Avenue systems remain unchanged with this project. The drainage system emptying into Los Gatos Creek, however, was revised. The revision included rerouting the drainage system around the new parking garage. It did not change the overall tributary area for the system. The outfall system to Los Gatos Creek was routed around the parking garage, the profile of the pipe was lowered, and it was upsized. The previous size of this part of the system is 15". This was increased to 24" to accommodate the QlO of 12 cfs; as indicated by the computer model of the system. The computer model indicated the previous system was undersized for the developed use and significant flooding would occur during a 10-year storm. There did not appear to be a need to alter the existing 24" outfall pipe and structure to Los Gatos Creek. The new 24" line replaced the 15" and 18" lines leading up to the 24" pipe entering the "'t Mr. Bill Helms December 19, 1997 Page 3 outfall. This line is outside the PruneYard property and within the jurisdiction of the Santa Clara Valley Water District and the San Jose Water Company. The existing drainage systems for the tributary areas draining to South Bascom Avenue and Campbell Avenue were also reviewed. No changes are proposed on those drainage systems as they were outside the planned area of work for the site development project. VI. Technical Data: The following documents are attached as reference to this report: ~ Appendix A - Site Drainage Plan >> Appendix B - Storm Analysis Calculations If you need any additional information, please call me. Sincerely, T~~S &C??-~;. if .' .'.. ...\~ I. , ,.'.-.... . .~ j mJ't \i;^ ,\;.> - cc: Kheay~' Wilson & Assoc. David Word - William Wilson' & Assoc. , . ,t"" / /' .'- -- .. ..' " '-li-- T;{t~r1:~r~;-:-,-- , 1',... - '- I ::',,-:' ,::::;~:y , '.1;:;,',-, . ).. ,', .. ',';"'.1'" """ ,- . 1..:rit~~tMtifl~if'. I - " :."::! .~..~ i - , ,.:,' j- ". .:~~\tU , ,.., ."..,,1 If!'~;':i - -, ;O'.t:~t. I r~li~ :0 "j .1 I _.1 '. : .;".. J . , < \- :w I- -<( o ".: . .-. , .', . :. l I ] }I II I , ~ , .... = -= .... .C .......- ':: ,,:.1:~?! ~ . i ~ ,'. -: ;-::\.+ ,f! - = r . - =- E ,Cl : (.:) -:'-.:Q) ,:<-s. .\ E- i= .. ,:'(1) . 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Il '1 ~l'" I- II fl ., APPENDIX A Explanation of. Printout Explanation of Output of "storm Analysis" See attached typical output sheet 11 t II I i IJ I J IJ I_I tJ IJ I I LI u u u u Item 1. 2. .., ! :;. 4 . 5. 6. 7 . 8 . 9 . *10. *11. 12. 1 .., -.). 14. -Description Coefficients Kl and N for determining rate of rainfall in following relationship: the I=Kl T N c Where I = 'T' -c of of rainfall in inches/hour concentration in hours Rate Time (see attached analyses for d~rivation of Kl and N) Nodes used in analyzing tributary. flow areas, as delineated in exhibits of study area, Area tributary to the _"From" node, measured in acres. Runoff coefficient as Coefficient is 'prorated, individual sub~reas. -described based on in Drainage Report. runoff coefficents of Product of items 3 and 4. Running total or item 5 as relates to drainage element being analyzed. Time of concentration in concentration is 10 minutes). (Hinimur;l time or . ... mlnUl..es. Rate of rainfall ln inches per hour. Flowrate in cubic feet per second. Calculated theoretical pipe size (circular pipe) to convey Q, given the existing pipe slope. Assumes n = 0.015 when d < 21 inches and n = 0.013 when d > 21 inches. Suggested pipe size in inches based on 10. Existing or proposed slope in feet per foot. Length from node to node along flow route in feet, Full pipe velocity travel time to next in feet node. per fa r cOIi'.Dutation of second 15. Travel time in minutes to next mode uSlng 13 and l4. *16. Diameter of existing pipe 1n inches. DiDes under 21 inches, and n = 0.013 greater. Enter equivalent Slze of material -and/or shape 15 used. rl = O. 0 1 5 for 21 inches and 'Wnen another Assumes for pipes Rep pipe fi__, II 17. Slope of existing pipe 1n feet per foot. 18. ~apacity of existing p1pe without surcharge. , I: 19. Additional flow to be , surcharged. . conveyed if existing pipe isn't *20. Size or parallel pipe to convey flow noted In 19 without surcharging, .using the slope from 17. Il r1 11 11 *21. Surcharging of facilities are existing pipe in feet if no new ,-or parallel constructed, using Manning's friction slope. *for the purposes of design, individual pipes are analyzed separately using the "Culvert Calculationll form No. 4ES425 (7/73) I 1 j 1 I 1 1 -1 h n ~ 1 1 l , DATA FILE NAME: C:\DATA\BASIC\97084-A.STM DATE: 03-23-1998 TIM ONSTANT K= 0.70 ONSTANT N= 0.520 ADJUSTMENT FACTOR -~".Dt5 d(.Zt" \I ~ .013 d > 2./ 1\ **************************************************** /::::'~ . /".<__, .~. .ex" ?' .or' ,. _~~' . ......., ,t,. \ i, -- _. ,.'. '. I"' ....','.,. \ / ,- - -:', -.,.'- . :',\. -..,---":'"~ :~ . . . STORM ANALYSIS . . MARK THOMAS & CO. INC. . . 90 Archer Street . . San Jose, CaLifornia 95112 . . . **************************************************** THE PRUNEYARD - AREA A lEAN ANNUAL PRECIPITATION 15 INCHES ESIGN STORM 10 YEARS LINE MANHOLE CAL DESIGN NO. FROM TO AREA COEF CA SAC TC I Q SIZE SIZE SLOPE LEN VEL TF IN EXIST PIPE EXCESS Q HGL OVER ACRES MIN. IN/HR CFS IN. IN. X FT. FPS MIN. IN. X CFS CFS D-IN PIPE 1 A1 A2 0.73 0.85 0.62 0.6 10.0 1.78 1.1 9.0 10 0.50 120 2.47 0.8 10 0.50 1.3 21.3 2 A2D A2C 0.09 0.85 0.08 0.1 10.0 1.78 0.1 4.1 6 0.50 50 1.47 0.6 8 0.50 0.7 21.1 3 A2C A2 0.24 0.85 0.20 0.3 10.6 1.73 0.5 6.6 8 0.50 65 2.01 0.5 8 0.50 0.7 21.3 4 A2A A2B 0.34 0.90 0.31 0.3 11.1 1.68 0.5 6.8 8 0.50 115 2.05 0.9 6 0.50 0.3 0.2 4.5 22.4 5 A2B A2 0.26 0.85 0.22 0.5 12.0 1.61 0.9 8.2 10 0.50 120 2.32 0.9 8 0.50 0.7 0.1 3.8 21.7 6 A2 ru 0.18 0.85 0.15 1.6 12.9 1.56 2.5 12.2 15 0.50 210 3.02 1.2 10 0.50 1.3 1.1 9.1 21.5 7 A3A A38 0.62 0.90 0.56 0.6 10.0 1.78 1.0 8.7 10 0.50 210 2.41 1.5 8 0.50 0.7 0.3 5.2 27.6 8 ruc A3B 0.66 0.90 0.59 0.6 10.0 1.78 1.1 8.9 10 0.50 100 2.45 0.7 8 0.50 0.7 0.3 5.7 27.3 9 A3B A3 0.89 0.85 0.76 1.9 11.5 1.66 3.2 13.4 15 0.50 90 3.22 0.5 8 0.50 0.7 2.4 12.1 26.8 10 A3D A3 0.35 0.85 0.30 0.3 14.1 1.49 0.4 6.4 8 0.50 65 1.97 0.5 8 0.50 0.7 18.8 11 A3 A4 0.43 0.85 0.37 4.2 14.6 1.46 6.1 17.1 18 0.50 210 3.79 0.9 12 0.50 2.2 3.9 14.5 19.0 12 A4A A48 1.53 0.90 1.38 1.4 10.0 1.78 2.4 12.2 15 0.50 135 3.02 0.7 8 0.50 0.7 1.7 10.6 26.4 13 A48 A4 0.49 0.85 0.42 1.8 10.7 1.71 3.1 13.3 15 0.50 95 3.20 0.5 8 0.50 0.7 2.3 12.0 19.7 14 A4 AS 0.17 0.85 0.14 6.1 15.5 1.41 8.6 19.5 21 0.50 140 4.14 0.6 12 0.50 2.2 6.4 17.5 12.0 15 AS A6 1.36 0.90 1.22 7.3 16.1 1.39 10.1 20.8 21 0.50 65 4.31 0.3 15 0.50 4.0 6.2 17.3 3.7 16 A6 A7 0.62 0.85 0.53 7.8 16.4 1.38 10.8 20.2 21 0.50 60 4.87 0.2 15 0.50 4.0 6.8 17.9 1.9 -OTAL AREA ANALYZED 8.959999 ACRES DATA FILE NAME: C:\DATA\BASIC\97084-B.STM DATE: 03-23-1998 TIM INST ANT K= 0.70 JNSTANT N= 0.520 ADJUSTMENT FACTOR 'I ~ .015 I -:: .Ol~ d<: Zt c\ > Z I " **************************************************** \~ / :J ~;fiV . . . STORM ANALYSIS . . MARK THOMAS & CO. INC. . . 90 Archer Street . . San Jose, California 95112 . . . **************************************************** THE PRUNEYARD - AREA B ,AN ANNUAL PRECIPITATION 15 INCHES ,SIGN STORM 10 YEARS LINE MANHOLE CAL DESIGN NO. FROM TO AREA COEF CA SAC TC I Q SIZE SIZE SLOPE LEN VEL TF IN EXIST PIPE EXCESS Q HGL OVER ACRES MIN. IN/HR CFS IN. IN. X FT. FPS MIN. IN. X CFS CFS D-IN PIPE 1 B1 B2 1.05 0.90 0.94 0.9 10.0 1.78 1.7 10.6 12 0.50 150 2.75 0.9 8 0.50 0.7 0.9 8.5 12.4 2 B2A B2 0.16 0.85 0.14 0.1 10.0 1.78 0.2 5.1 6 0.50 170 1.69 1.7 8 0.50 0.7 8.5 3 B2 B3 1.11 0.85 0.94 2.0 10.9 1.70 3.4 13.8 15 0.50 90 3.29 0.5 8 0.50 0.7 2.7 12.6 9.3 OTAL AREA ANALYZED 2.32 ACRES DATA FILE NAME: C:\DATA\BASIC\97084-C.STM INST ANT K= 0.70 _JNSTANT N= 0.520 ADJUSTMENT FACTOR ..l~ .06 d(ZI" J. ~ .01 3 d > 2/ .\ THE PRUNEYARD - AREA C ,AN ANNUAL PRECIPITATION 15 INCHES ,SIGN STORM 10 YEARS DATE: 03-23-1998 TIM **************************************************** . . . STORM ANALYSIS . . MARK THOMAS & CO. INC. . . 90 Archer Street . . San Jose, California 95112 . . . **************************************************** UNE MANHOLE CAL DESIGN NO. FROM TO AREA COEF CA SAC TC I Q SIZE SIZE SLOPE LEN VEL TF IN EXIST PIPE EXCESS Q HGL OVER ACRES MIN. IN/HR CFS IN. IN. X FT. FPS MIN. IN. X CFS CFS D-IN PIPE 1 C1 c2 0.62 0.85 0.53 0.5 10.0 1.78 0.9 8.5 10 0.50 180 2.38 1.3 8 0.50 0.7 0.2 4.7 1.8 2 C2 C3 0.97 0.90 0.87 1.4 11.3 1.67 2.3 12.0 12 0.50 125 2.99 0.7 10 0.50 1.3 1.0 8.7 1.3 TOTAL AREA ANALYZED 1.59 ;{ ACRES ~.~~ ~--~ .~..,,'. -'~', ...... _ - ..'l ,;..,~ ~A, t;.:?" ":"'\ l! ~" -..-, ;\, -I' -'-'-1 r- ~%0?l~ ;i2~:> DATA FILE NAME: C:\OATA\BASIC\97084-0.STM DATE: 03- 23-1998 TIM JNSTANT K= 0.70 .~ JNSTANT N= 0.520 ADJUSTMENT FACTOR "- , \1 -= . Dl.;" d ~ ZI .. ,-\- j : .oi3 d>-l.l" **************************************************** * * . STORM ANALYSIS . . MARK THOMAS & CO. INC. . . 90 Archer Street * / . San Jose, California 95112 . ./ . k . ,- **************************************************** . - .. ,- -~~:2~~.-, THE PRUNEYARO - AREA D EAN ANNUAL PRECIPITATION 15 INCHES ESIGN STORM 10 YEARS LINE MANHOLE CAL DESIGN NO. FROM TO AREA COEF CA SAC TC I Q SIZE SIZE SLOPE LEN VEL TF IN EXIST PIPE EXCESS Q HGL OVER ACRES MIN. IN/HR CFS IN. IN. X FT. FPS MIN. IN. X CFS CFS D-IN PIPE 1 D1A D1 0.69 0.85 0.59 0.6 10.0 1.78 1.0 9.7 10 0.30 185 2.01 1.5 8 0.30 0.6 0.5 7.2 14.3 2 D1B D1 0.46 0.90 0.41 0.4 10.0 1.78 0.7 7.8 8 0.50 95 2.24 0.7 12 0.50 2.2 12.6 3 01 02 0.53 0.85 0.45 1.5 11.5 1.65 2.4 12.1 15 0.50 90 3.00 0.5 12 0.50 2.2 0.2 4.9 13.0 4 02 03 0.22 0.85 0.19 1.6 12.0 1.61 2.6 12.5 15 0.50 130 3.08 0.7 12 0.50 2.2 0.5 6.5 12.9 5 03A D3 0.17 0.85 0.14 0.1 10.0 1.78 0.3 5.2 6 0.50 35 1.n 0.3 8 0.50 0.7 12.4 6 D3B 03 0.25 0.90 0.23 0.2 12.7 1.57 0.4 5.0 6 1.20 265 2.58 1.7 6 1.20 0.5 10.8 7 D3 D4 0.71 0.85 0.60 2.6 14.4 1.47 3.8 15.9 18 0.30 125 2.79 0.7 12 0.30 1.7 2.1 12.8 12.6 8 04C 04 0.75 0.90 0.67 0.7 10.0 1.78 1.2 9.3 10 0.50 60 2.53 0.4 8 0.50 0.7 0.5 6.5 11.5 9 D4A 04 0.47 0.85 0.40 0.4 15.2 1.43 0.6 9.6 10 0.10 135 1.15 2.0 8 0.10 0.3 0.2 6.9 11.3 10 D4 D5 0.70 0.85 0.60 4.3 17.1 1.34 5.7 18.5 21 0.30 55 3.09 0.3 12 0.30 1.7 4.1 16.2 11.0 11 05A 05B 0.47 0.90 0.42 0.4 10.0 1.78 0.8 7.8 8 0.50 45 2.25 0.3 6 0.50 0.3 0.4 6.2 12.6 12 05B D5C 0.23 0.90 0.21 0.6 10.3 1.75 1.1 9.0 10 0.50 75 2.47 0.5 8 0.50 0.7 0.4 5.9 11.7 13 D5C 050 0.17 0.85 0.14 0.8 10.8 1.70 1.3 9.1 10 0.70 95 2.94 0.5 8 0.70 0.9 0.4 6.0 11.3 14 05D 05 0.24 0.85 0.20 1.0 11.4 1.66 1.6 9.8 10 0.70 65 3.09 0.4 8 0.70 0.9 0.7 7.3 10.4 15 D5 06B 0.00 0.85 0.00 5.3 17.4 1.33 7.0 19.9 21 0.30 227 3.24 1.2 12 0.30 1.7 5.3 17.9 9.3 16 D6A 06B 0.23 0.90 0.21 0.2 10.0 1.78 0.4 5.3 6 1.00 55 2.44 0.4 6 1.00 0.5 17 06B D6 0.00 0.85 0.00 5.5 18.6 1.29 7.0 19.9 21 0.30 38 3.25 0.2 12 0.30 1.7 5.3 18.0 18 06 07 0.97 0.85 0.82 6.3 18.8 1.28 8.0 19.0 21 0.50 135 4.07 0.6 12 0.50 2.2 5.9 16.9 19 07A 07B 0.33 0.85 0.28 0.3 10.0 1.78 0.5 6.7 8 0.50 5S 2.03 0.5 8 0.50 0.7 20 07C 07B 0.16 0.85 0.14 0.1 10.0 1.78 0.2 5.1 6 0.50 35 1.69 0.3 8 0.50 0.7 21 07B 07 0.18 0.85 0.15 0.6 10.5 1.74 1.0 12.5 15 0.07 140 1.15 2.0 8 0.07 0.3 0.7 11.1 22 07 08 0.62 0.85 0.53 7.4 19.4 1.26 9.3 20.1 21 0.50 30 4.22 0.1 15 0.50 4.0 5.4 16.3 23 08 09 0.13 0.85 0.11 7.5 19.5 1.26 9.4 20.0 21 0.40 220 4.33 0.8 24 0.40 14.3 24 09 010 0.49 0.85 0.42 7.9 20.3 1.23 9.7 20.2 21 0.40 62 4.37 0.2 24 0.40 14.3 25 010 011 0.15 0.85 0.13 8.0 20.6 1.22 9.8 20.3 21 0.40 151 4.38 0.6 24 0.40 14.3 26 011A 011B 0.14 0.85 0.12 0.1 10.0 1.78 0.2 4.3 6 1.00 95 2.12 0.7 12 1.00 3.1 27 011B 011 0.37 0.85 0.31 0.4 10.7 1.71 0.7 6.8 8 1.00 71 2.91 0.4 12 1.00 3.1 28 011 012 0.16 0.85 0.14 8.6 21.1 1.20 10.4 20.7 21 0.40 43 4.44 0.2 24 0.40 14.3 29 012 012A 0.00 0.85 0.00 8.6 21.3 1.20 10.3 20.7 21 0.40 26 4.43 0.1 24 0.40 14.3 30 012A 012B 0.02 0.40 0.01 8.6 21.4 1.20 10.3 20.7 21 0.40 101 4.43 0.4 24 0.40 14.3 31 012B 013 0.40 0.40 0.16 8.8 21.8 1.19 10.4 20.7 21 0.40 199 4.44 0.7 24 0.40 14.3 32 013A013 1.38 0.90 1.24 1.2 10.0 1.78 _2-05- 9.0 10 2.00 31 4.95 0.1 12 2.00 4.4 33 DB 014 0.13 0.40 0.05 10.1 22.5 1.17 11.7 12.4 15 10.50 107 14.00 0.1 24 10.50 73.3 34 014A 014 0.56 0.40 0.22 0.2 10.0 1.78 0.4 4.6 6 2.40 30 3.45 0.1 18 2.40 14.1 35 014 015 0.00 0.40 0.00 10.3 22.7 1.16 12.0 16.5 18 2.40 18 8.09 0.0 18 2.40 14.1 36 015 OUT 1.38 0.40 0.55 10.8 22.7 1. 16 12.6 11.3 12 20.20 45 18.21 0.0 24 20.20 101. 7 TOTAL AREA ANALYZEO 13.86 ACRES DATA FILE NAME: C:\DATA\BASIC\97084-E.STM DATE: 03-23-1998 TIM lNST ANT K= 0.70 lNSTANT N= 0.520 ADJUSTMENT FACTOR .\ = .015 d t.. Zi r = .ol~ cI >zt 10 --~ **************************************************** . . . STORM ANALYSIS . . MARK THOMAS & CO. INC. . . 90 Archer Street . . San Jose, California 95112 . . . **************************************************** THE PRUNE YARD - AREA E ,AN ANNUAL PRECIPITATION 15 INCHES ,SIGN STORM 10 YEARS . ,.... LINE MANHOLE CAL DESIGN NO. FROM TO AREA COEF CA SAC TC I Q SIZE SIZE SLOPE LEN VEL TF IN EXIST PIPE EXCESS Q HGL OVER ACRES MIN. IN/HR CFS IN. IN. X FT. FPS MIN. IN. X CFS CFS D-IN PIPE 1 E1 E3 0.41 0.90 0.37 0.4 10.0 1.78 0.7 7.4 8 0.50 155 2.17 1.2 8 0.50 0.7 44.7 2 E3B E3 0.56 0.85 0.48 0.5 10.0 1.78 0.8 8.2 10 0.50 70 2.32 0.5 8 0.50 0.7 0.1 3.745.0 3 E3A E3 0.40 0.90 0.36 0.4 11.2 1.68 0.6 7.2 8 0.50 75 2.13 0.6 8 0.50 0.7 44.8 4 E3 E4 1.18 0.85 1.00 2.2 11.8 1.63 3.6 14.1 15 0.50 360 3.33 1.8 8 0.50 0.7 2.9 12.9 44.9 5 E4B E4 0.14 0.85 0.12 0.1 10.0 1.78 0.2 4.9 6 0.50 40 1.64 0.4 8 0.50 0.7 3.9 6 E4 E5 0.09 0.85 0.08 2.4 13.6 1.52 3.6 14.1 15 0.50 35 3.34 0.2 8 0.50 0.7 2.9 13.0 4.1 TOTAL AREA ANALYZED 2.78 ACRES DATA FILE NAME: C:\OATA\BASIC\97084-0.STM DATE: 12-06-1997 TIM CONSTANT K= 0.70 CONSTANT N= 0.520 ADJUSTMENT FACTOR = ***.**.........********************************.**** * * * STORM ANALYSIS * * MARK THOMAS & co. INC. * * 90 Archer Street * * San Jose, California 95112 * * * ****.****************************...**************** THE PRUNEYARO - AREA 0 MEAN ANNUAL PRECIPITATION 15 INCHES DESIGN STORM 10 YEARS LINE MANHOLE CAL DESIGN NO. FROM TO AREA COEF CA SAC TC I Q SIZE SIZE SLOPE LEN VEL TF IN EXIST PIPE EXCESS Q HGL OVER ACRES MIN. IN/HR CFS IN. IN. X FT. FPS MIN. IN. X CFS CFS O-IN PIPE 1 01A 01 0.51 0.85 0.43 0.4 10.0 1.78 0.8 7.9 8 0.50 185 2.26 1.4 8 0.50 0.7 0.0 2.3 10.3 2 01 02 0.65 0.85 0.55 1.0 11.4 1.66 1.6 10.5 12 0.50 90 2.73 0.5 12 0.50 2.2 10.3 3 02 03 0.22 0.85 0.19 1.2 11.9 1.62 1.9 12.2 15 0.30 130 2.34 0.9 12 0.30 1.7 0.2 5.4 10.5 4 03A 03 0.17 0.85 0.14 0.1 10.0 1.78 0.3 5.2 6 0.50 35 1.n 0.3 8 0.50 0.7 10.2 5 03 04 0.96 0.85 0.82 2.1 12.8 1.56 3.3 15.1 18 0.30 125 2.69 0.8 12 0.30 1.7 1.6 11.5 10.4 6 04C 04 0.75 0.90 0.67 0.7 10.0 1.78 1.2 9.3 10 0.50 60 2.53 0.4 8 0.50 0.7 0.5 6.5 9.8 7 04A 04 0.53 0.85 0.45 0.5 13.6 1.51 0.7 10.2 12 0.10 135 1.20 1.9 8 0.10 0.3 0.4 8.0 9.7 8 04 05 0.70 0.85 0.60 3.9 15.5 1.42 5.5 18.1 21 0.30 55 3.05 0.3 12 0.30 1.7 3.8 15.8 9.3 9 05A 05B 0.37 0.90 0.33 0.3 10.0 1.78 0.6 7.2 8 0.50 45 2.12 0.4 6 0.50 0.3 0.2 5.2 9.7 10 05B 05C 0.23 0.90 0.21 0.5 10.4 1.75 0.9 8.5 10 0.50 75 2.38 0.5 8 0.50 0.7 0.2 4.8 9.3 11 05C 050 0.17 0.85 0.14 0.7 10.9 1.70 1.2 8.7 10 0.70 95 2.85 0.6 8 0.70 0.9 0.3 5.1 9.1 12 050 05 0.24 0.85 0.20 0.9 11.4 1.66 1.5 9.5 10 0.70 65 3.02 0.4 8 0.70 0.9 0.6 6.7 8.6 13 05 06 0.00 0.85 0.00 4.7 15.8 1.40 6.6 19.5 21 0.30 265 3.20 1.4 12 0.30 1.7 5.0 17.5 7.7 14 06 07 0.97 0.85 0.82 5.6 17.2 1.34 7.5 18.5 21 0.50 135 3.99 0.6 12 0.50 2.2 5.3 16.3 15 07A 07B 0.22 0.85 0.19 0.2 10.0 1.78 0.3 5.8 6 0.50 65 1.83 0.6 8 0.50 0.7 16 07C 07B 0.12 0.85 0.10 0.1 10.0 1.78 0.2 4.6 6 0.50 65 1.58 0.7 8 0.50 0.7 17 07B 07 0.18 0.85 0.15 0.4 10.6 1.n 0.8 7.4 8 0.70 140 2.56 0.9 8 0.70 0.9 18 07 08 0.30 0.85 0.26 6.3 17.7 1.32 8.3 18.6 21 0.60 95 4.38 0.4 15 0.60 4.3 3.9 14.1 19 D8 D9 1.04 0.90 0.94 7.2 18.1 1.31 9.4 20.0 21 0.40 240 4.33 0.9 24 0.40 14.3 20 09 010 0.36 0.90 0.32 7.5 19.0 1.27 9.6 20.1 21 0.40 6 4.35 0.0 24 0.40 14.3 21 010 011 0.20 0.90 0.18 7.7 19.0 1.27 9.8 20.3 21 0.40 149 4.37 0.6 24 0.40 14.3 22 D11A 011B 0.61 0.90 0.55 0.5 10.0 1.78 1.0 8.6 10 0.50 131 2.40 0.9 12 0.50 2.2 23 011B 011 0.51 0.85 0.43 1.0 10.9 1.70 1.7 10.6 12 0.50 71 2.74 0.4 12 0.50 2.2 24 011 012 0.06 0.85 0.05 8.7 19.6 1.25 10.9 21.1 24 0.40 62 4.50 0.2 24 0.40 14.3 25 012 013 0.40 0.90 0.36 9.1 19.8 1.24 11.3 21.4 24 0.40 305 4.54 1.1 24 0.40 14.3 26 D13 014 0.76 0.90 0.68 9.8 21.0 1.21 11.8 12.5 15 10.40 108 13.98 0.1 24 10.40 73.0 27 014A 014 0.56 0.40 0.22 0.2 10.0 1.78 0.4 4.6 6 2.40 30 3.45 0.1 18 2.40 14.1 28 014 015 0.00 0.40 0.00 10.0 21.1 1.21 12.1 16.5 18 2.40 18 8.10 0.0 18 2.40 14.1 29 015 OUT 1.38 0.40 0.55 10.6 21.1 1.20 12.7 11.3 12 20.20 45 18.26 0.0 24 20.20 101.7 TOTAL AREA ANALYZED 13.17 ACRES DATA FILE NAME: C:\DATA\BASIC\97084-E.STM DATE: 12-05-1997 TIM CONSTANT K= 0.70 CONSTANT N= 0.520 ADJUSTMENT FACTOR = **************************************************** * * * STORM ANALYSIS * * MARK THOMAS & CO. INC. * * 90 Archer Street * * San Jose, California 95112 * * * ..*****************.************.******************* THE PRUNEYARD - AREA E MEAN ANNUAL PRECIPITATION 15 INCHES DESIGN STORM 10 YEARS LINE MANHOLE CAL DESIGN NO. FROM TO AREA COEF CA SAC TC I Q SIZE SIZE SLOPE LEN VEL TF IN EXIST PIPE EXCESS Q HGL OVER ACRES MIN. IN/HR CFS IN. IN. l FT. FPS MIN. IN. l CFS CFS D-IN PIPE 1 E1 E3 0.78 0.90 0.70 0.7 10.0 1.78 1.2 9.5 10 0.50 155 2.55 1.0 8 0.50 0.7 0.5 6.8 62.4 2 E3B E3 0.56 0.85 0.48 0.5 10.0 1.78 0.8 8.2 10 0.50 70 2.32 0.5 8 0.50 0.7 0.1 3.761.1 3 E3A E3 0.40 0.90 0.36 0.4 11.0 1.69 0.6 7.2 8 0.50 75 2.13 0.6 8 0.50 0.7 60.9 4 E3 E4 1.18 0.85 1.00 2.5 11.6 1.65 4.2 14.9 15 0.50 360 3.45 1.7 8 0.50 0.7 3.4 13.8 61.0 5 E4B E4 0.14 0.85 0.12 0.1 10.0 1.78 0.2 4.9 6 0.50 40 1.64 0.4 8 0.50 0.7 5.2 6 E4 E5 0.09 0.85 0.08 2.7 13.3 1.53 4.2 14.9 15 0.50 35 3.45 0.2 8 0.50 0.7 3.4 13.9 5.4 TOTAL AREA ANALYZED 3.15 ACRES ) DOCUMENT: 1349677f ~ Titles: 1/ Pages: ! 1111111111 II II ) _8813496??8_ ) ) BRENDA DAV I S ) SANTA CLARA COUNTY RECORDER ) Recorded at the request of ) City Recording Requested by CITY OF CAMPBELL When Recorded Mail To 7 Fees. _ , , · Taxes. _ . Cop i es, , AMT PAID No Fees City Clerk City of Campbell 70 North First Street Campbell, CA 95008 ROE ** ee2 10i25/1996 2:58 PM (Space Above This Line For Recorder's Use) GRANT DEED FOR PUBLIC STREET PURPOSES FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PRUNEYARD ASSOCIATES, LLC . a Califo-rni..a ~imi ted Ii.biLi tv _S::OR\l)any hereby GRANT(s) to the C1ty of Campt>ell, a mumclpalcorporatlon, or Uie-cOl!flLy or 03anUf Clara, State of California, for public street and related purposes, all of that certain real property within said City and more particularly described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF Said properties are generally shown on the attached Plat Maps B and C. SEE ATTACHED SIGNATURE BLOCK STATE OF CALIFORNIA COUNTY OF c b... Yn v-<hJ On ~-U-/ -\r /9', before me, the unde Igned, a Notary Public in and for said State, personally appeared D~v; II'i. /l. LJ 0"'.,( personally known to me (or proved to me on the basis of satisfactory evidence) to be the persoIill) whose name!!) is/@ subscribed to the within instrument and acknowledged to me that he/she~ executed the same in hislher/ €W authorized capacitv<ies), and that by hislher/ ~ signature{& on the instrument the persol!!!}, or the entity upon behalf of which the person!9 acted, executed the instrument. WITNESS my hand and official seal. Signature ~~o_ LJ JJr~ Name ~Y/f"I'''' tJ ,rlt'u,-", (typed or printed) j: \forms\grantpsp SIGNATURE Printed J~~~~~""""--""""""~~ @. '-"'-.:.'~.'" . ICAvt.EENW.STEVENI r :( :'-..".,L'~. '. COMM. #1OS9608 I 2 : -..",a; Notarv PU:lIIc - Co"fomla J .., ........00 COUNIV J My Comm. Expit.. MAV:l1 ,1"' ~ ~ ~ ~ ~ ~ ~ ~ - - ~ - J This area for official notarial seal. Page 1 of 6 PRUNEY ARD ASSOCIATES, L.L.C., a California limited liability company By: OPPORTUNITY CAPITAL PARTNERS, L.P. a California limited partnership Managing Member By: OFFICE OPPORTUNITY CORPORA nON a California corporation Gene er By: BY:~~ Name: {2. Mc...~ Mor~ Title: c f-O Page 2 of 6 EXHIBIT A PARCEL 1 A portion of that certain parcel of land shown on that certain Record of Survey recorded November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being more particularly described as follows: BEGINNING at the northeast comer of the parcel of land as hereinabove described; THENCE along the easterly line of said parcel of land, and the westerly line of South Bascom Avenue, South 925.81 feet; THENCE along a tangent curve to the right with a radius of 50.00 feet through a central angle of 90000'00" for an arc distance of 78.54 feet to a point on the northerly line of Campbell Avenue; THENCE along the northerly line of Campbell Avenue, West 156.96 feet to a point on the northerly line of Campbell Avenue; THENCE along the northerly line of said strip of land, North 87009'45" East 162.82 feet; THENCE along a tangent curve to the left with a radius of 42.00 feet through a central angle of 53043 '08" for an arc distance of 39.38 feet, to a point on the westerly line of said strip ofland, a radial at which point bears North 56033'23" West; THENCE along said westerly line, North 948.97 feet to the northerly line of said parcel of land hereinabove described; THENCE along said northerly line, South 89052'00" East 11.00 feet to the said POINT OF BEGINNING of this description. Containing an area of 0.260 acres, more or less. Said property is generally shown the attached Exhibit B. PARCEL 2 A portion of that certain parcel of land shown on that certain Record of Survey recorded November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being more particularly described as follows: BEGINNING at the southwest comer of the parcel ofland as hereinabove described; THENCE along the westerly line of said parcel of land, and the easterly line of State Highway 17, along a non-tangent curve to the left, a radial at which point bears North 75056' 14" West, having a radius of2800.00 feet through a central angle of 00002'32" an arc distance of 2.06 feet Page 3 of 6 to a line parallel with and distant 2.00 feet northerly from the northerly line line of Campbell A venue; THENCE along said parallel line, South 90000'00" East 294.46 feet; THENCE South 00000'00" West 2.00 feet to the northerly line of Campbell Avenue; THENCE along northerly line of Campbell Avenue, North 90000'00" West 294.96 feet to the POINT OF BEGINNING of this description. Containing an area of 0.014 acres, more or less. Said property is generally shown on the attached Exhibit C. WI1NESSOUrhand(S)thiS4daYOf tkv~ ,1992. PRUNEY ARD ASSOCIATES, L.L.C., a California limited liability company By: OPPORTUNITY CAPITAL PARmERS, L.P. a California limited partnership Managing Member By: ~ 7~~1 Z>G4- - , By: OFFICE OPPORTUNITY CORPORA nON a California corporation Gener ner By: Page 4 of 6 If J " ~ 1. N87- 09'45" E '/ ~'62.82' ~~/f~////~~% WEST 156.96' ~ 3+00 I 2+00 I ~. WEST 1+00 I ~ - go- 00 '00. R - :::]'00' L - 78.54' 8 -I + o+ocP CAMPBELL AVENUE LAND TO BE GRANTED TO THE CITY OF CAMPBELL INFORMA nON PLAT BASED ON RECORD DATA (BK 244 P 42) 1IrIIII--,- fIIIk . 181 Rrdder Parte Dr. Suh 100 San ..... CA 15131 (408)4.H-7500/FAX (~)4H-11N SCALE: ,.. SO' DRAWN BY: ..., APPROVED BY: M8P DESIGNED BY: ... DATE: 4-8-H DRAWING NO. age 5 of_6 eeoo7-10 CONSULTING ENGINEERS ,-- --- , , EXHIBIT C - o lO II '" " ..- ~ >- ~ :c C) - :c ~ ~ C/) I I I (;::j I I I BOOK 244 PAGE 42 ACROSS APN 288-04-011 & 015 1875 S. BASCOM AVENUE PRUNEYARD ASSOCIATES, L.P., a California limited partnership I I / GROSS AREA - 27.243 AC .:f:. REMAINDER AREA - 26.969 AC .:t. EXHIBIT A - 0.260 AC + EXHIBIT B - 0.014 AC + TOTAL AREA - 0.274 AC .:I:. I I / l:::. =- 00. 02'3~ R - 2800.00' L - 2.06' 13+00 13+27.91 - ~ 12too CAMPBELL AVENUE PARCEL wSw LAND TO BE GRANTED /CONTAINS 0.014 AC + 214.46' _ ...&_~ 294.1I6r=-~ .r~ ,.... "It ~ ";00 l WEST - 1e>tOO ~ EAST I! -=--=- WEST LAND TO BE GRANTED TO THE CITY OF CAMPBELL INFORMA T10N PLAT BASED ON RECORD DATA (BK 244 P 42) 111II--'- JIIIIk 111 RIdder Parte Dr. sun. 100 San ..... CA 15131 (4OI)4.H-7500/F'AX (401)4Je-1184 SCALE: ,.. ~. DRAWN BY: W., APPRCMD BY: t.eP DESIGNED BY: ... DAlE: 4-8-. DRAWING NO. age 6 of 6 t58007-10 CONSULTING ENGINEERS ACCEPTED ON TH!S _I'i~ day of frj. '.4& for a1i on h,::ha~f of the City of Campbell, a 'i;U"1:~'i:'c'[ C'Jrpar3tion, of the State of C2fifonfJ, pur'\urt to ReslJlution No. 749, recorded in Book 4509~80 Santa Clara County Records. ~k Anne Bybee, City Clerk City of Campbell, CaUfornia /!71iP/ (:1 Recording Requested by ) DITifrl3~rjii I Titles:1 / Pages: 6 ) CITY OF CAMPBELL ) Fees_ · No Fees ) Taxes, . Cop i es. , When Recorded Mail To ) .ee1349S??9. ) AMT PAID City Clerk ) BRENDA DAVIS RDE ** ee2 City of Campbell ) SANTA CLARA COUNTY RECORDER 10/25/1996 70 North First Street ) Recorded at the request of 2:58 PM Campbell, CA 95008 ) Ci ty (Space Above This Line For Recorder's Use) GRANT OF EASEMENT FOR DRAINAGE PURPOSES FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PRUNEYARD ASSOCIATES, LLC a California limited liability company hereby GRANT(s) to the City of Campbell, a municipal corporation, of the County of Santa Clara, State of California. an easement to build and maintain an underground pipeline, and necessary devices and appuncnances, over, under, along and across, all of that certain real property within said City and more panicularly described as follows: SEE EXHIBIT A ATTACHED HERETO A1~ MADE A PART HEREOF Said property contains 0.453 acres, more or less, and is generally shown on the attached Plat Map. Page I of 5 The Grant of Easement herein contained sball inClude the right to enter said premises, to survey, construct, reconstruct. lay, relay, maintain, operate, conttol, use and remove said pipeline, its tixnJres, appurtenances, and to remove objects interfering with the construction. operation and maintenance thereof. The Grantor reserves the right to occupy and use said premises for any purpose not inconsistent with the rights and privileges above granted and which will not interfere with or endanger said pipeline, its fixtures and appunenances or the use thereof. The City shall use due care in the CODStruction, operation and maintenance of said pipeline, its fixtures and appurtenances. The provisions hereof shall inure to the benefit of and be binding upon heirs, successors, assigns, and personal representatives of the respective parties hereto. '- SEE ATTACHED SIGNATURE BLOCK ST ATE OF CALIFORNIA COUNTY OF C... /'Yl/_hA") On ~Uf/ -\' /e;~(, before me, the under Igned, a Notary Public in and for said State, personally appeared ['M. J. d. IC... I '11.. n4 LA.A,.J f< /Y)~fj.1 hl m'J",~ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person,W. whose name~ is/@ subscribed to the within instrument and acknowledged to me that he/she~ex.!=cuted the same in hislher/ he" authorized capacity~). and that by hisl'ner/ e signatur~ on the instrument the person(a or the entity upon behalf of which the person(s) acted, executed the instrument. - Printed SIGNATURE WITNESS my hand and official seal. Signature .K~~I/_ tJ ~ Name KU':'1/t't'r> tJ J:f't'l.It",..,J (typed or printed) --~........-........-....- --, f ..' "-<" KAYlEENW.STMNS i- t- : -,,-;;.j'~' " COMM. #lOSQ608 J, i : -~', .'" Notary Public' - CClHfemil1 't', .... " SAN MATEO COU,.,.tv J J MyComm, ExpirasMAV21,Im .....~~_~_~~_~IlIII...... This area for official notarial seal. I, Page 2 of 5 j:\forms\grantdrain PRUNEY ARD ASSOCIATES, L.L.C., a California limited liability company By: OPPORTUNITY CAPITAL PARTNERS, L.P. a California limited partnership Managing Member By: OFFICE OPPORTUNITY CORPORATION a California corporation General Partner By: ~~ By: ame: (2. Mc.&--t+ c... . ~ -M- ro-- Title: cro Page 3 of 5 p~~~~ EXHIBIT A A strip ofland ofunifonn width of twenty (20) feet described as follows: A portion of that certain parcel of land shown on that certain Record of Survey recorded November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being more particularly described as follows: BEGINNING at the southwest corner of the parcel of land as hereinabove d~scribed; THENCE along the westerly line of said parcel of land, and the easterly line of State Highway 17, along a non-tangent curve to the left, a radial at which point bears North 75056' 14" West, . having a radius of2800.00 feet through a central angle of20010'40", an arc distance of986.07 feet to the northwest corner of said parcel of land; THENCE along the northerly line of said parcel ofland, South 89052'00" East 20.12 feet; THENCE along a non-tangent curve to the right with a radius of 2820.00 feet through a central angle of20001 '53" for an arc distance of985.92 feet, to a point on the southerly line of said parcel of land, and the northerly line of Campbell Avenue; THENCE along said northerly line of Campbell Avenue, West 20.61 feet to the said POINT OF BEGINNING of this description. Containing an area of 0.453 acres, more or less. Said property is generally shown ~~hed Exhibit ~ WITNESS our hand(s) this ~.-- day of ~ ,1992. d PRUNEY ARD ASSOCIATES, L.L.C., a California limited liability company By: OPPORTUNITY CAPITAL PARTNERS, L.P. a California limited partnership Managing Member By: By: Name: Title: f;; j/G" BY:~"'-- Name: (2. Ma..~ ".I~ I ~o.t'"'A.. Title: c.. Fe;) C~(~ Page 4 of 5 , - ' sag. '2'00" E 20.12' ~. . I~; __E - \ \-- U 20' PUBLIC STORM DRAINAGE EASEMENT \ ! !j ..JI ..J I I 8/ - I . 8 ~I G"I . I "'I ~/ ~ f'., .,.... >- ~ ::c C) - ::c ~ ~ (I) 13+00 13+27.91 EXHIBIT B --- - o I{') II l: .... (;::j I BOOK 244 PAGE 42 . I I jl &, o ., fJ tl <:JI ./ I <:J/ / / / L-t WEST 20.61' ACROSS APN 288-04-011 & 015 1875 S. BASCOM AVENUE PRUNEYARD ASSOCIATES. L.P.. a California limited partnership - -I[ .f - " 'lit 1 '0;00 ~ - i 12too CAMPBELL AVENUE WEST - ~ ";-00 EASEMENT TO BE GRANTED TO THE CITY OF CAMPBELL INFORMATION PLAT BASED ON RECORD DATA (BK 244 P 42) ........ fIIIIk CONSULT"., ENGINEERS 181 If.... Parte Dr. Suh 100 San ...... CA 15 t 31 (4OI)43e-7S00/F'AX (4OI)4.H-11M SCALE:: ,.- :50. DRAWN BY: ... APPROvED BY: ... DESIGNED BY: ..we DAlE: 4-8-. DRAMNG NO. Page 5 of_ 5 eIOO7-10 ACCEPTED ON THIS Ij~ day of~ for an1 on behalf of the City of Campbell, a ~~ u~:ci;i3! Corporation, of the State of G:llifcm13, pursurt to Resolution No. 749, rccod;d in Book 4509 - Page 180 Santa Clara COU'1:v R~corjs. ~ ~ Anne Bybee, City Clerk City of Campbell, Cal-ifornia :- GEOTECHNICAL INVESTIGATION , Pruneyard Place Campbell, California Pruneyard Associates, LLC Campbell, California 7 July 1997 Project No. 1858.03 ~ TreadwelI&RoIIo Environmental and Geotechnical Consultants TreacMelI&RoIIo RECEIVE'""' 7 July 1997 Project 1858.03 RE:Cr=Iveo FEe 0 B 1998 ,11 II 0 8 i~" 7 '1("" q h.......I(.;, WOIAt<. Mr. David Word MlMU41;SfllAnGdII Pruneyard Associates, LLC 1999 South Bascom Avenue, Suite 200 Campbell, California 95008 Subject: Geotechnical Investigation Pruneyard Place Campbell, California Dear Mr. Word: Weare pleased to submit three copies of our geotechnical investigation report for the Pruneyard Place project. Additional copies have been transmitted as indicated below. The work described in the report is in fulfillment of our proposal dated 19 March 1997. The recommendations contained in the report are based on limited subsurface exploration and laboratory testing programs. Consequently, variations between expected and actual soil conditions may be found in localized areas during construction. We should, therefore, be engaged to observe the installation foundations and preparation of building pad and parking lot sub grades, during which time we may make changes in our recommendations if deemed necessary . We appreciate the opportunity of serving you on this project, and we look forward to working with you during its construction. !: Sincerely yours, TREADWELL & ROLLO, INC. ~u~ Geotechnical Engineer Richard D. Rodgers Geotechnical Engineer 18580302.JG ~A cc: ::. " Treadwell & Rollo, Inc. Environmental & Geotechnical Consultants 555 Montgomery Street. Suite 1300, San Francisco. CA 94111 Telephone (415) 955-9040 Facsimile (415) 955-9041 "._,~ GEOTECHNICAL INVESTIGATION ; Pruneyard Place Campbell, California 'ao- Pruneyard Associates, LLC Campbell, California 7 July 1997 Project No. 1858.03 TreadwelI&RoIIo Environmental and Geotechnical Consultants - -. had\\el1&RoI1o T ABLE OF CONTENTS 1.0 INTRODUCTION 1 2.0 SCOPE OF SERVICES 2 3.0 FIELD INVESTIGATION 2 4.0 LABORATORY TESTING 4 5.0 SITE AND SUB SURF ACE CONDITIONS 4 ~- 6.0 EXISTING BUILDINGS 5 "1io 7.0 DISCUSSION AND CONCLUSIONS 5 7.1 Foundations 6 7.1.1 Office Building Foundations 6 -'" 7.1.2 Parking Structure Foundations 7 7.2 Seismic Hazards 7 8.0 RECOMMENDA TIONS 8 8.1 Mat Foundation 8 .....' 8.2 Footings 9 8.3 Seismic Design 9 8.4 S labs-on-Grade 10 8.5 Site Grading and Fill Placement 10 8.6 Pavement Sections 11 8.7 Construction Considerations 12 9.0 ADDITIONAL GEOTECHNICAL SERVICES 12 10.0 LIMIT A TIONS 13 FIGURES APPENDIX A - Logs of Borings and CPTs APPENDIX B - Laboratory Test Results DISTRIBUTION 1readweI1&RoI1o APPENDIX A Log of Borings and eprs .-. Figures A-1 through A-I8 Logs of borings B-1 through B-11 ~ , Figures A-19 Classification Chart Figures A-20 through A-25 Results of CPT -1 through CPT-6 1 r ! (- APPENDIX B -.., Laboratory Test Results I , J; 1 Figures B-1 through B-4 Consolidation Tests I .,. Figures B-5 through B-8 Unconsolidated-Undrained Triaxial r i Compression Tests ) l Figure B-9 Particle Size Analysis E ,. . Figure B-10 Plasticity Chart j ~ -- ~ TreadwelI&RoIIo LIST OF FIGURES -,-- --.. Figure 1 Site Location Map Figure 2 Site Plan --;... -. '" , ~ TreadwelI8RoIIo GEOTECHNICAL INVESTIGATION PRUNEYARDPLACE Campbell, California 1.0 INTRODUCTION This report presents the results of our geotechnical investigation for the proposed Pruneyard Place project in Campbell. The project is i~ the Pruneyard shopping center and office complex at the corner of South Bascom and Campbell Avenues, as shown on Figure 1. The complex includes several office and retail buildings and a hotel surrounded by on-grade parking lots. Treadwell and Rollo previously performed a geotechnical investigation for several of the commercial buildings and is also preparing a geotechnical report for expansion of the hotel. The project consists of a six-story office building and a three-level parking structure. These structures are approximately 220 feet by 90 feet and 315 by 250 feet in plan dimension, respectively. They will be located at the east end of the complex, adjacent to Highway 17 as shown on Figure 2. The proposed sites for the parking structure and office building are currently asphalt parking lots for two adjacent office buildings. We understand the office building will be steel-framed and the parking structure will be reinforced concrete. According to the project structural engineers, Nishkian & Associates, typical column loads for the two structures are as follows: Office Tower . Exterior column loads 540 kips (dead plus live loads) . An average distributed load in the central core of about 2000 pounds per square foot (dead plus live load) TreacMelI&RoIIo Parking Structure . 200 to 400 kips (dead plus live load) The typical column spacing for the parking structure will vary from 16 by 28 feet to 28 by 28 feet. 2.0 SCOPE OF SERVICES Our scope of services was outlined in our proposal dated 19 March 1996. These services consisted of exploring the subsurface conditions at the site, performing laboratory tests and engineering analyses, and developing conclusions and recommendations regarding: . soil conditions and groundwater level at the site . appropriate foundation types for the proposed structures . design criteria for the recommended foundation types . estimates of foundation settlement . sub grade preparation for floor slabs . site seismicity and seismic hazards, if any . pavement design criteria, including a discussion of subgrade preparation for soft soil . Uniform Building Code site soil factor, "S." . Construction considerations and potential construction problems 3.0 FIELD INVESTIGATION Subsurface conditions were explored by drilling 11 test borings, designated as B-1 through B-11, and performing six Cone Penetration Tests (CPTs), designated as CPT-1 through CPT-6. The approximate locations of the borings and CPTs are shown on Figure 2. Borings were drilled to depths ranging from 20 to 80 feet below existing parking lot grade. Borings B-l through B-8 2 18580301.10 7 July 1997 -.. TreadwelI&RoIIo were drilled using a truck-mounted drill rig equipped with six-inch-diameter, solid- and hollow- stem flight augers to depths ranging from 20 to 50 feet below existing ground surface. Borings B-9 through B-11 were drilled using rotary wash to depths of 50 to 80 feet. ~. I , During drilling, our field engineer logged the borings and obtained samples of the material encountered for visual classification and laboratory testing. Logs of the borings are presented in Appendix A on Figures A-I through A-I8. The material encountered was classified according to the soil classification system described on ~igure A -19. '." I I ,- Soil samples were obtained using split-barrel samplers. Two types of split-barrel samplers were employed: ~.. ~" ',. , · a Sprague & Henwood sampler with a 3.0-inch outside diameter and 2.43-inch inside diameter -'" :II · a Standard Penetration Test (SPT) sampler with a 2.0-inch outside diameter and 1.5-inch inside diameter. ..... Both samplers were driven with a 140-pound, above-ground safety hammer falling 30 inches. The blow counts required to drive the S&H sampler the final 12 inches of an 18-inch drive were converted to SPT blow counts and are presented on the boring logs. Where the SPT sampler was used, the actual blow counts are shown on the logs. I, ,- The CPTs were performed by hydraulically pushing a l.4-inch diameter, cone-tipped probe into the ground. The cone on the end of the probe measured tip resistance, and a sleeve behind the cone tip measured frictional resistance. A small, porous stone between the cone and the friction sleeve monitored pore pressures in the soil during penetration. Electrical gauges within the cone measured soil parameters continuously during the entire depth of each probing. Soil data, 3 18580301.JG 7 July 1997 ., 1nBMeI1&RoI1o including tip resistance, frictional resistance, pore water pressure, and probe inclination were recorded in the field by computer during each test. Accumulated data were processed by computer to provide engineering information, such as the types and approximate strength characteristics of the soil encountered. 1 ~l 1 1 I The CPTs were performed to depths of about 25 to 60 feet. CPT logs, showing tip resistance, local friction and friction ratios, as well as an interpreted soil profile, are presented in Appendix A as Figures A-20 through A-25. Both the borings and CPTs were backfilled in accordance with the requirements of the Santa Clara Valley Water District, and the top three inches were filled with asphalt patch. 4.0 LABORATORY TESTING l ~ Each sample was re-examined to confirm field classifications, and representative soil samples were selected for testing. Samples were tested to measure moisture content, dry density, plasticity index, compressibility, grain size distribution and undrained shear strength. The 1 laboratory test results are presented on the boring logs and in Appendix B on Figures B-1 through B-1 O. 5.0 SITE AND SUBSURFACE CONDITIONS i Currently the sites of both structures are asphalt parking lots. They are both relatively level; ground surface elevations vary from Elevation 184 feet to 1881 feet with the low spots corresponding to drainage inlets. 1 All elevations are referenced to Topographic Survey, Pruneyard Shopping Center, Drawing Number 956007-10, by Brian Kangas Foulk. -" 4 18580301.JG 7 July 1997 Tread\\el1&RoI1o -- -. f Our test borings indicate the subsurface conditions of the two sites are similar. Both are underlain by approximately 15 to 18 feet of stiff to very stiff, overconsolidated clay and sandy clay, with occasional deposits of medium-dense silty sand. Fill was encountered at borings B-4, B-6, B-7, B-8, B-1 0 and B-11. The thickness of the fill varied from about 2 to 4 feet. Beneath the clay is dense to very dense sandy gravel, with varying amounts of clay, that extends to the maximum depth explored. Atterberg limits tests indicate the upper clay layer has low to moderate expansive potential. -" , , f ~' Groundwater was not encountered in any of our test borings. However, during previous investigations a groundwater elevation of 145 feet was recorded. "I r 6.0 EXISTING BUILDINGS -,. f .. The existing shopping center and office buildings were constructed in the early 1970s. The shopping center buildings are generally one and two story structures. However, there are two office towers, 10 and 18 stories, in the vicinity of the proposed construction. Foundation design drawings for the 10- and 18-story office buildings indicate they are supported on drilled, cast-in- place, concrete piers with bells. The piers derive their support from the dense gravel layer below the surface clay layer. The low-rise commercial buildings and the hotel are supported on either shallow footings or short drilled, straight shaft piers. ... """'"' I r 7.0 DISCUSSION AND CONCLUSIONS From a geotechnical standpoint, we conclude the site is suitable for the proposed construction. Our conclusions regarding foundation types and seismic hazards are discussed in the remainder of this section. ... 5 18580301.JG 7 July 1997 & :; TreadwelI&RoIIo 7.1 Foundations -~' The primary concern for the office building and parking structure foundation systems is the settlement resulting from compression of the near surface clay layer under the loads of the new structures. A shallow foundation system has been analyzed for both structures, and we understand the estimated total and differential settlements can be tolerated. However, we judge that the foundations should be designed to minimize the effects of the settlement by stiffening and enlarging the foundations to spread loads as evenly as practical. Otherwise, a deep- foundation system such as piers similar to those used for the existing office buildings would be required. A discussion regarding shallow foundations and estimated settlement for each structure is presented in the subsequent sections. Our estimates of settlement assume finished floor elevations will be at or near existing grades and that fill placement will be minor. .. ... ,~ ~ ~ 7.1.1 Office Building Foundations We have discussed the project with your structural engineer and understand that to resist uplift and support compression loads, a mat foundation is feasible for the central core of the office building. The mat would have plan dimensions of about 140 by 40 feet. Because of the elevator core, it is estimated the mat will be depressed about 8 feet below existing grade, which will result in removal of about 8 feet of compressible material. Based on dimensions of the mat and a uniform pressure distribution 2000 psf, we estimate total settlement of about 2 inches at the center and about 1 inch at the edges could occur over the life of the building. Although a mat foundation will not reduce total settlements significantly, it will reduce differential settlements because the stiffness ofthe mat. Our estimates do not include mat stiffness which would tend to reduce differential settlements even more. The structural engineer can evaluate the effect of the stiffness of the mat using parameters presented in Section 8.1 of this report. -,,- -r: ,. J i' .. 6 18580301.JG 7 July 1997 -, 1readweI1&RoI1o 1 -I Outside of the central core the ground floor will be at grade. Perimeter column loads may be supported by continuous footings provided the settlement is acceptable. Based on the loading information provided by the structural engineer, we estimate total settlements of about 2 inches and differential settlements between columns of about 1 inch between heavily loaded and lightly loaded perimeter columns. ,- , We anticipate most of the settlement beneath the mat and about half of the settlement below footings will occur during construction. i ~ 1 r t 7.1.2 Parking Structure Foundations We anticipate the parking structure will generally be at grade. The parking structure may be supported on strip footings. In the interior of the structure, the strip footings should connect columns in the short bay directions, and should be continuous around the perimeter. We estimate that total settlements will range from about 1.5 to 2 inches for the range of loads provided by the structural engineer. Differential settlements for this system should range from about % to 1 inch. We anticipate about half of the settlement below footings will occur during construction. 1 , l' l , 7.2 Seismic Hazards The San Francisco Bay area is a seismically active region. The major active faults in the region are the San Andreas, Calaveras, and Hayward Faults. The site is approximately 8.5 miles east of the San Andreas Fault, 10 miles west of the Calaveras Fault, and 16 miles southwest of the Hayward Fault. These active faults are characterized by right-lateral, strike-slip movement. Numerous earthquakes have occurred in the region during historical time, the largest of which was the great San Francisco earthquake (Richter magnitude 8.3) of 18 April 1906. Notable earthquakes on the Hayward Fault are those of 1836 and 1868, estimated at Richter magnitudes of 6.5 to 7.5, respectively. i Ii- t -~ 7 18580301.JG 7 July 1997 DeacMelI&RoIIo Published data does not indicate any known active fault or extension of an active fault beneath the site. Due to the high seismicity of the area, the site is expected to undergo strong ground shaking during a major earthquake. Strong shaking can result in ground failure associated with liquefaction, earthquake-induced settlement, and landsliding. Based on our test borings, a review of historical reports of the area, and a reconnaissance of the site, we judge the risk of these seismic hazards at the site is low. 8.0 RECOMMENDATIONS Recommendations for foundations, seismic design, and site grading are presented in this section of the report. -' 8.1 Mat Foundation The mat foundation for the central core should be bottomed on stiff native clay. The excavation for the mat should be free of all debris, loose compressible soil, and free-standing water before concrete is placed. We recommend a maximum allowable bearing pressure of2,000 psffor dead plus live loads, with a one-third increase for seismic forces. For the structural design of the mat and estimating immediate mat deflections, we recommend a coefficient of sub grade reaction (Ks) be estimated as shown: Ks = k 1 {(B+ 1 )/2B} 2 kips per cubic foot (kef) where k1 =280 kips per cubic foot (kcf), and B = mat width in feet. Resistance to lateral loads can be mobilized by a combination of passive pressure acting against the vertical faces of foundation elements and base friction. Passive earth pressures expressed as an uniform pressure of 1200 psf and an allowable base friction 1000 psf may also be used for 8 18580301.JG 7 July 1997 --e 1read\\eI1&RoI1o computing lateral resistance. The contribution to lateral resistance of the upper foot of soil should be ignored unless confined by a concrete slab. A factor of safety of approximately 1.5 is included in these values. --", ~ -- -!illI! 8.2 Footings We recommend footings be designed for a maximum allowable bearing pressure of 3,500 psf for dead plus live loads and 4,500 psf for total design loads. Continuous footings should be at least 24 inches wide and be embedded a minimum of 24 inches below the lowest adjacent grade. if Lateral loads can be resisted by a combination of passive pressures on the vertical faces of the footings and friction between the soil and footing bottoms. When calculating passive resistance, we recommend using a uniform pressure of 1,200 psf. A coefficient of friction of 0.3 should be used to compute frictional resistance. These values include a factor of safety of approximately 1.5. The upper foot of soil should be ignored when computing passive resistance, unless the soil is confined by a concrete slab. , .,- 1Ii ~. We should check footing excavations prior to placement ofreinforcing steel. Excavations should be free of standing water, debris, and loose compressible materials prior to concrete placement. If disturbed soil is encountered at the bottom of footing excavations, the excavations should be deepened to more competent material as determined by the geotechnical engineer, and the overexcavation backfilled with lean concrete. ~ 8.3 Seismic Design The proposed structures should be designed according to the seismic provisions of the Uniform Building Code (UBe). For design in accordance with the 1994 UBC, we recommend using a site coefficient "S" factor of 1.2 corresponding to soil type S2' 9 ~ 18580301.JG 7 July 1997 -, TreadwelI&RoIIo 8.4 Slabs-on-Grade n~ Slabs-on-grade for the office buildings should be underlain by a moisture barrier consisting of at least four inches of clean, free-draining, crushed rock (1/2- to 3/4-inch gradation) overlain by a moisture-proof membrane at least six mil thick. The standard of practice is to cover membrane with two inches of sand to protect it from puncturing or tearing during construction and to aid in concrete curing. If the owner deems it acceptable and is willing to deviate from the standard of practice, the two inches of sand may be omitted; however, as a precaution, a membrane 10 mils thick instead of six mils thick should be used. :... :...... Installation of a moisture barrier in the parking structure (if a concrete floor is used) would be the option of the owner and would depend on the need to prevent moisture penetration through the slab. ~- Because of the low to moderate expansion potential of the surface soil, the sub grade should be moistened prior to placing capillary break or garage slab. ~.~ 8.5 Site Grading and Fill Placement f" ~. Areas to receive fill should be stripped of organic soil or pavements, scarified to a depth of six inches, moisture conditioned, and compacted to at least 90 percent relative compaction2. Any unsuitable soil encountered at sub grade should be removed and replaced with compacted fill. The stripped organic soil may be stockpiled for later use as fill in landscaped areas, if approved by the architect. Asphalt may be re-used as fill if it meets the size requirements for fill and if it is acceptable from an environmental standpoint. General fill and backfill requirements should specify that material be moisture conditioned and compacted in lifts of eight inches or less using mechanical equipment. Fill beneath slabs-on- grade, in utility trenches, and around foundations should be compacted to at least 90 percent 2 Relative compaction refers to the in-place dry density of soil expressed as a percentage of the maximum dry density of the same material, as detennined by the ASTM D1557-9l laboratory compaction procedure. 10 18580301.JG 7 July 1997 -, DeacMelI&RoIIo relative compaction, except in pavement areas, where the upper 6 inches should be compacted to 95 percent relative compaction. '1 All materials to be used as fill should be free of organic material, contain neither rocks nor lumps larger than four inches in greatest dimension. Imported fill should also meet these criteria and have a low expansion potential. Samples of imported material should be submitted to the geotechnical engineer for approval and testing at least 72 hours before delivery to the site. 8.6 Pavement Sections 1 , [, The State of California resistance value (R-value) method for flexible pavement design was used to develop recommendations for the asphalt concrete pavement sections. Traffic data are not available for the proposed roadways or parking lots; therefore, we have assumed traffic indices of (TI) of 4.5 and 5.5 for parking lots and roadways, respectively. We have assumed an R-value of 20 for our analysis. Once the site has been stripped, the sub grade material in pavement areas should be tested to confirm the R-value. 1 '1 . . l ~ Class 2 Asphaltic Aggregate Concrete Base (R=78) TI (inches) (inches) 4.5 2.5 7 5.5 2.5 10 1 f '1- The upper six inches of sub grade soil beneath the pavement should be compacted to at least 95 ( percent relative compaction. Aggregate base should conform to Section 26-1.02B of the current i- Caltrans Standard Specifications, January 1988. All aggregate base should be compacted to at least 95 percent relative compaction. ..l 11 18580301.JG 7 July 1997 ~ TreadwelI&RoIIo 8.7 Construction Considerations -1 The upper clay soil is very silty to a depth of 18 feet. Our previous experience during construction of buildings and pavements at the site indicates the surface soil is susceptible to disturbance once wet. During earthwork operations, we recommend that special precautions are taken to avoid exposing the sub grade to water, except as discussed under slabs-on-grade. Once wet, pumping and rutting of the sub grade may result under construction equipment. The contractor should carefully monitor the moisture content and evaluate the need of adding water. Wet areas may already exist due to irrigatiop. or poor drainage. Ifpumping of the subgrade soil occurs, overexcavation of the soft areas may be required to repair the condition. The overexcavation should be backfilled with suitable dry material that meets the requirements for fill. The depth of the overexcavation could be as much as two feet and require the placement of a reinforcing fabric to bridge the soft areas. "l 1. .~..., 1 l 1 l' t Excavation for the central core or parking ramps may be made by open cut with sloping sides, where space permits. Temporary slopes should not be steeper than 1: 1 (horizontal to vertical) for slopes up to 15 feet high. All slopes should be monitored during excavation to verify their stab ili ty . Because a large portion of the settlement will occur during construction, we recommend slabs- on-grade and exterior finishes be sequenced as late as possible in the construction to reduce the effects of settlement. , i 9.0 ADDITIONAL GEOTECHNICAL SERVICES Prior to construction, Treadwell & Rollo should review the project plans and specifications to check their conformance with the intent of our recommendations. During construction, we should observe site preparation, placement and compaction of backfill, and installation ofthe 12 18580301.JG 7 July 1997 -, 1read\\eI1&RoI1o 1 building foundations. These observations will allow us to compare the actual with the anticipated soil and bedrock conditions and to check that the contractor's work conforms with the geotechnical aspects of the plans and specifications. We would be pleased to provide a cost estimate for these services once a construction schedule is available. '{. 10.0 LIMITATIONS ~. t. 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III II': i I, II ! ' I I ' ; : ' /'_'; I! Ii: j I I t I ji, I ,] , ,- I' "" , , :' '" i I . \ KtLU.JlIl~.J.L!.~.LI.~ II ! : II 1 I J Ii.. '" .. II J ,_____' . ___..~.__.[ 1]"'1 J II I i " _...__.....:...;..:.:_'......__ .~. _......L_..___...__..__.._ _....___..L__ ....-....---. , i i / l I I I I .. ,I ! I I I I I ! / 1 I I I / ! / /,, ;/----. " ,I I I I I I I I I ~I >-1 ~I xl (9/ -I XI I I I I i I i I I ! ! o T- ~ 0. o I I , , , , , I I , , , , , I I , I , I I I f f , , ) : L-- I , , , I I I , I f ! f- I , I I I , I , I I I I , , I ! ; f 1 .I r ' ." ,.. ~ ,-- , 'I _J 'I -I 1 ~ ..- .:) z < ...J a.. w t- en C\J 0) '- :J Ol u:: DeadwelI&RoIIo APPENDIX A Logs of Borings and ePTs PROJECT: PRUNEY ARD PLACE Log of Boring B-1 Campbell, California PAGE 1 OF 2 Boring location: See Site Plan, Figure 2 Logged by: C. Ridley Date started: 4/21/97 Date finished: 4/21/97 Drilling method: Hollow-stem auger Hammer weight: 140 Ibs. Drop: 30 inches MOISTURE- STRENGTH DATA DENSITY DATA Sampler: Sprague & Henwood (S&H) Ql .r: C '" g.u: Ql ,.. SAMPLES ~ os._ .. u: ;: ~u: ::c~ 8 ~ iK .. ~iK <a 0 c: ::> .~ ~ -u MATERIAL DESCRIPTION ~~~ 2 Ql QlU 1-- ::> ~UI oUl a. Q) Ql Ql UI- ...J <Jl UI U. .. - w~Ci.o Ci. ~ '5 0 I-u; ;;j :9 m:9 z2 &,:9 E :I: .. o ~ Ez .S2J2 I- Ql .r: ~ " Ground Surface Elevation: -185 feet 2 <Jl ~ <Jl lD ::; I- 4-inches asphalt, 8-inches aggregate baserock SANDY CLAY (CL) 2 11 brown, stiff, moist 21.2 102 3 "- 4 CL - , 12 5 2 18.2 105 6 -- 7 SIL TV SAND (SM) 8 light brown, medium dense, dry, fine grained - SM 9 10 10 3 11 SANDY CLAY (CL) 12 brown, stiff, moist, with pieces of gravel .- 13 14 7 CL 15 4 L 16 grading with gravel from 16 to 18 feet 17 18 GRAVEL with SAND and CLAY (GW - GC) 19 14 light brown, medium dense to dense, moist 20 5 !- 21 " 22 23 ,- 24 W 6 38 GC 25 26 27 28 29 48 30 7 TreadwelI&RoIIo Project No. 1858.03 Figure A-1 PROJECT: PRUNEY ARD PLACE Log of Boring B-1 Campbell, California PAGE20F 2 SAMPLES MOISTURE- STRENGTH DATA DENSITY DATA Q) ~ " ~ 0 0 Q) ~ c: :c "8 -l MATERIAL DESCRIPTION ~ ~~U: g.u: GO ~u: Z GO 0 <a8 I- GO a. 'iii 'Ol- e.. a. E :c ~~$ "' ~g ~u c: " ~ I- Gl~ .~ ~ Glu UJ E GO ~'& ""'01 ~OI 'iii ~ 001 (/J ::i ... 0 .. iii I- ~ ~.t~ :g~ z " &'~ (/J "' ii5 Q) ~ ~ ?- m GRAVEL with SAND and CLAY (GW - GC) 31- (continued) - 32- - 33- - - 34- 3W - 46 ; 35- 8 GC - 36- - 37- - 38- - >-- 39- - 25 40- 9 SANDY SILT (ML) 41- brown, stiff, wet - 42- - 43- ML - - 44- - 16 45- 10 - 46- GRAVEL with SAND and CLAY (GW - GC) 47- brown, very dense, wet - 48- 3W - >-- GC 49- - 57 50- 11 51- Boring terminated at a depth of 50 feet. - No groundwater encountered. 52- Boring backfilled with cement grout. - 53- 1 Blow counts have been converted to Standard - Penetration Test N-values. 54- - 55- 2 Elevation referenced to Topographic Survey, - Pruneyard Shopping Center, Drawing Number 56- 956007-10, by Brian Kangas Foulk. - 57- - 58- - 59- ...:., 60 TreadwelI&RoIIo I Project No. 1858.03 Figure A-2 PROJECT: PRUNEY ARD PLACE Log of Boring B-2 Campbell, California PAGE 1 OF 2 Boring location: See Site Plan, Figure 2 Logged by: C. Ridley Date started: 4/22/97 Date finished: 4/22/97 Drilling method: Hollow-stem auger Hammer weight: 1401bs. Drop: 30 inches MOISTURE- STRENGTH DATA DENSITY DATA Sampler: Sprague & Henwood (S&H) .. -'" C' '" 0>_ .. i!:'_ SAMPLES > --'" ~!U: '" c:u. ii~ 'Vi LL :I:~ 9 ~~c;; ~ii:S- .~ ~ ~S- SO c: :> 1-- MATERIAL DESCRIPTION "'0 0..... :>"'UI UJUI - .. CUI Cl- Q) .. .. UI- ,.,~t- U. .. ~ w ~ 0. ci 1i ~~ 0 t-ii) ~.t:9 ~:9 z :> .5':9 o ~ ~z E :I: -'" '" .. t- Ground Surface Elevation: -184 feet 2 .. UJ ~ UJ UJ CD :; t- 4-inches asphalt, 8-inches aggregate base rock 10 CLAY (CLl 2 brown, stiff, dry, with occasional pockets of sand 93 23.8 93 3 LL = 39, PL = 23, PI = 16 4 14 CL 2 18.8 100 5 6 -- 7 8 CLAYEY SAND (SC) - 9 dark brown, stiff, dry, very fine grained 8 SC 10 3 11 CLA Y with SAND (CL) 12 brown, stiff, moist 13 -- CL 14 8 15 4 -~ 16 GRA VEL with SAND and CLAY (GW - GC) 17 brown, medium dense to dense, moist 18 19 20 22 5 21 22 23 GW 24 -G 25 26 6 33 27 28 29 30 TreadweII&RoIIo Project No. 1858.03 Figure A-3 ,.. PROJECT: PRUNEY ARD PLACE Log of Boring B-2 Campbell, California PAGE 2 OF 2 SAMPLES MOISTURE- STRENGTH DATA DENSITY DATA Q5 >- <!:l ~ ci 0 ., -'" c: I "8 -l MATERIAL DESCRIPTION .. 0> ~u: ., l:'_ Z ., 0 ., ~~cr: m8 I- ., -a ':a 'Qt- .u;~ I .. ~$ c: " c.. -a E ~ I- .,-'" !!~$ .~ ~ :it) "t) W E .. ~o :l .. 01 ~OI - ., 001 ell .. ~ 0 .. ii5 :J t- ! ~~:9 u. :ll:9 ZE 6":9 ell ~ iii ., -'" t- W . ~ GRA VEL with SAND and CLAY (GW - GC) 31- 4" (continued) - - very dense 32- - 33- - 34- - 35- - - ~ 36- 7 5" 3W - - 37- GC - 38- - 39- - 40- ,....--. - ~ 41- 8 6" - "'--- 42- - 43- SANDY SILT (ML) 44- brown, stiff, wet - 45- r-- - 46- 13 ML - 9 47- - 48- GRA VEL with SAND and CLAY (GW - GC) 49- ~W brown, dense, wet - 50- - GC - 51- 10 37 52- Boring terminated at a depth of 51.5 feet. - No groundwater encountered. 53- Boring backfilled with cement grout. - 54- - 1 Blow counts have been converted to Standard 55- Penetration Test N-values. - 56- 2 Elevation referenced to Topographic Survey, - 57- Pruneyard Shopping Center, Drawing Number - 956007-10, by Brian Kangas Foulk. 58- - 59- - 60 TreadwelI&RoIIo I Project No. 1858.03 I Figure A-4 :.. ..,...;,;-" PROJECT: PRUNEY ARD PLACE Log of Boring B-3 Campbell, California PAGE 1 OF 2 Boring location: See Site Plan, Figure 2 Logged by: C. Ridley Date started: 4/22/97 Date finished: 4/22/97 Drilling method: Flight auger Hammer weight: 140 Ibs. Drop: 30 inches MOISTURE. STRENGTH DATA DENSITY DATA Sampler: Sprague & Henwood (S&H) Q) .t: C Ol g.u: Q) ?:-- SAMPLES >- _.t: ~!U: .. -8 'in u.. I~ 9 ~g.v; ~~~ ~s- ~u c :> MATERIAL DESCRIPTION .5 ~ "'u 1-- ~~.! Ul", - '" 0", a. Ql Q) Q) ",- Ul Q) .. u.. .. ~ llJ~a.o 'li ~8 0 I-(ii u;d::9 ~:9 z.a d':9 o ~ ~z E :I: Q) .t: .. CD iij- I- Ground Surface Elevation: -186 feet 2 I- Ul ~ Ul Ul :J 4-inches asphalt, 8-inches aggregate baserock 16 CLAY (CL) --,." 2 brown, very stiff, moist, with silt -~ 3 .--' 4 12 ,.,.~ 5 2 TxUU 500 3,760 16.4 103 CL 6 -. 7 8 grading with sand at 8 feet ~~ 9 18 15.1 113 10 3 . 11 SANDY CLAY (CL) 12 light brown, very stiff. moist, with pieces of gravel 13 CL .".' 14 22 15 4 '"'"- SANDY GRAVEL (GW) 16 17 brown, dense, moist 18 GW 19 30 20 5 21 22 23 24 6 very dense 25 26 GRA VEL with SAND and CLAY (GW - GC) 27 brown, very dense, moist 28 GW GC 29 7 Q.a 6.9 30 11" TreadweIJ&RoIIo Project No. 1858.03 Figure A-5 .... PROJECT: PRUNEY ARD PLACE Log of Boring B-3 Campbell, California PAGE20F 2 SAMPLES MOISTURE- STRENGTH DATA DENSITY DATA ai >- C) g 6 0 .. '" C I ~ ...J MATERIAL DESCRIPTION .. co g-u: 0> ~u: Z .. 0 0> ~!!U: C I- 0> 0. I 0>- '" ~s- Ol 0 c: " C- o. E ..'" ~~S- .~ # ~u ~ l- E .. "u W E '" ~o ""'liI ~liI cliI I/J 0 ::i u. tIl ~ Cl co iD ~ ~ ~~~ !:9 z~ 5~ CI) ii5 0> ~ >- I/J GRA VEL with SAND and CLAY (GW - GC) 31- (continued) - 32- - 33- - - 34- - 8 54 , 35- - - 36- 3W - GC 37- - 38- - 39- 9 ~ - 5" 40- - - 41- - 42- CLAY (CL) 43- light brown, medium stiff, moist - 44- - 45- ~ - 5 CL 46- - 10 47- - 48- - 49- GRA VEL with CLAY (GC) - 50- GC brown, very dense, wet, with occasional cobbles - 11 ~ 51- 9 - Boring terminated at a depth of 51 feet. 52- No groundwater encountered. - 53- Boring backfilled with cement grout. - 54- - 1 Blow counts have been converted to Standard 55- Penetration Test N-values. - 56- 2 Elevation referenced to Topographic Survey, - 57- Pruneyard Shopping Center, Drawing Number - 956007-10, by Brian Kangas Foulk. 58- - 59- - 60 TreadweII&RoIIo I Project No. 1858.03 Figure A-6 -,. ...., ". ~" ...- i " PROJECT: PRUNEV ARD PLACE Log of Boring B-4 Campbell, California PAGE 1 OF 1 Boring location: See Site Plan, Figure 2 Logged by: C. Ridley Date started: 4/22/97 I Date finished: 4/22/97 Drilling method: Flight auger Hammer weight: 140 Ibs. I Drop: 30 inches MOISTURE- STRENGTH DATA DENSITY DATA Sampler: Sprague & Henwood (S&H) ., ~ C e' ~u: ., ~- SAMPLES >- - ~ ~ i!: C "in u. ~~ 9 0,&_ .. ~~ <a 0 ~ .s ~ :sU " " MATERIAL DESCRIPTION ~~~ :; "u c.. <Il ., ., Ul mUl - ., CUI Ul~ m u.. .. ~ w2 '5-, '5- ~8 0 I-iij u; :9 ~:9 Z ::l &:9 E 0 E J: "' o~ ..z .. 05- I- Ground Surface Elevation: -185 feet 2 ., ~ ~ m m :; ?- m 4-inches asphalt concrete, 9-inches baserock - 1- ~ CLAYEY SILT (ML) t 2- - 13 ML brown, medium dense, moist FILL 18.9 101 3- 1 + - 4- CLAY (CL) - 5- - brown, stiff, moist, with silt - 6- 12 CL See Figure 8-1 for Consolidation Test - 19.5 101 2 7- - 8- SIL TV SAND with CLAY (SM) - 9- - brown, medium dense, moist - 10- 12 - 3 SM 11- - 12- - 13- 14- SANDY CLAY with GRAVEL (CL) - brown, stiff, dry, with some rocks 15- --- - 16- 13 CL - 4 17- - 18- SANDY GRAVEL (GW) - 19- brown, medium dense, moist - GW 20- .- - 21- 19 - .5 22- Boring terminated at a depth of 21.5 feet. - 23- No groundwater encountered. - Boring backfilled with cement grout. 24- - 1 Blow counts have been converted to Standard 25- Penetration Test N-values. - 26- - 2 Elevation referenced to Topographic Survey, 27- Pruneyard Shopping Center, Drawing Number - 28- 956007-10, by Brian Kangas Foulk. - 29- - 30 TreadweII&RoIIo I Project No. 1858.03 I Figure A-7 ....~ f ....;:. .. t. PROJECT: PRUNEYARD PLACE Log of Boring B-5 Campbell, California PAGE 1 OF 1 Boring location: See Site Plan, Figure 2 Logged by: C. Ridley Date started: 4/23/97 I Date finished: 4/23/97 Drilling method: Flight auger Hammer weight: 140 Ibs. I Drop: 30 inches MOISTURE- STRENGTH DATA DENSITY DATA Sampler: Sprague & Henwood (S&H) CD J: C C> g.Li: CD z:._ SAMPLES >- _J: ~!i! .. <il~ 'in u.. ~~ 8 0,,&_ ~~~ .~ ~ ~~ 5U '" " MATERIAL DESCRIPTION [ijg CDu a.. CD CD CD -' " .. 'Ul ~'Ul - CD C'Ul 'Ul- ,..~I- U. III ~ w.!!? 0., 0. ~8 0 I-(ii ~~:'3 ::l:'3 z~ 5':'3 E 0 E :I: o~ ~z I- CD J: ~ III 10- Ground Surface Elevation: -185 feet 2 Ul Ul ::; l- i-- 2-inches asphalt concrete, 8-inches aggregate ;= 1- \ baserock 10- 2- CL CLAY (CL) - 12 dark brown, stiff, dry to moist, with silt 3- 1 4- SANDY CLAY (CL) - r-- dark brown, stiff, dry to moist, with silt 5- 13 CL - TxUU 600 2,110 20.7 102 2 6- - 7- - CLA Y with SAND (CL) 8- dark brown, very stiff, dry to moist - 13 9- 3 - 10- - 11- - 12- - r--- 13- - 10 CL 19.7 103 14- 4 See Figure B-2 for Consolidation Test - 15- - 16- - 17- - 18- - - 19- SANDY GRAVEL (GW) - 35 GW brown, dense, moist 20- 5 21- Boring terminated at a depth of 20 feet. - No groundwater encountered. 22- Boring backfilled with cement grout. - 23- - , Blow counts have been converted to Standard 24- Penetration Test N-values. - 25- 2 Elevation referenced to Topographic Survey, - 26- Pruneyard Shopping Center, Drawing Number - 956007-10, by Brian Kangas Foulk. 27- - 28- - 29- - 30 TreadweU&RoIIo 1 Project No. 1858.03 I Figure A-8 ,~ -'- ,- r' t' , I' " __l' PROJECT: PRUNEY ARD PLACE Campbell, California Log of Boring B-6 :J:~ 1-- 0. Q) Q) UJ~Q.ci o ~ ~z <Il 2 SM 12 SC Boring location: See Site Plan, Figure 2 Date started: 4/24/97 Date finished: Drilling method: Flight auger Hammer weight: 140 Ibs. Sampler: Sprague & Henwood (S&H) SAMPLES 8 CD ~_ ..J is. ~8 ~ ~ iii- ~ 3 4 5 12 CL ML 6 2 7 8 9 10 14 3 11 12 13 14 14 15 4 16 17 18 GW 19 20 21 30 5 22 23 24 25 26 27 28 29 30 4/24/97 Drop: 30 inches MATERIAL DESCRIPTION Ground Surface Elevation: -185 feet 2 2-inches asphalt concrete, 8-inches aggregate base rock SILTY SAND with CLAY (SM/SC) FILL dark brown, stiff, dry to moist 1 grading to sandy clay with pockets of sand at 2.5 feet SILTY CLAY (CL - ML)' dark brown, stiff, dry CLAYEY SAND (SC) dark brown, medium dense, dry to moist SC grading with occasional pieces of gravel from 12.5 to 16 feet GRAVEL with SAND (GW) brown, medium dense, moist Boring terminated at a depth of 20 feet. No groundwater encountered. Boring backfilled with cement grout. 1 Blow counts have been converted to Standard Penetration Test N-values. 2 Elevation referenced to Topographic Survey, Pruneyard Shopping Center, Drawing Number 956007-10, by Brian Kangas Foulk. TreadwelI&RoIIo Logged by: C. Ridley STRENGTH DATA Q) .t: _J: ~~U: g.u:: i~; ~~~ ~~ ~~ >-~1- ~;Us i.i: ~UJ I-(ii ;;;ct:9 lR:9 Q) .t: I- <Il Project No. 1858.03 PAGE 1 OF 1 MOISTURE- DENSITY DATA c: Q) c: Ol 0 :sU - Q) to ~ Z ::> ;;; ~ ,.. ~u: c :> .,u 0" ~:9 Figure A-9 ;.0,- PROJECT: PRUNEV ARD PLACE Log of Boring B-7 Campbell, California PAGE 1 OF 1 Boring location: See Site Plan, Figure 2 Logged by: C. Ridley Date started: 4/24/97 I Date finished: 4/24/97 Drilling method: Flight auger Hammer weight: 140 Ibs. I Drop: 30 inches MOISTURE- STRENGTH DATA DENSITY DATA Sampler: Sprague & Henwood (S&H) co J:: C ~ 0>_ co >- SAMPLES >- ~~iii u: ~~ c ~u: :r:~ 8 J:: ~ <<l 0 MATERIAL DESCRIPTION ~ <l .~ # SU c: " t-- <>-co'" " enOl "'0 a. Q) co co ...J 01 - co COl Ol~ >--1- en u. co _ w~ Ci, Ci ~~ 0 I-(ii :9 ::9 z~ c5:9 E 0 E :I: ~ o~ coZ I- '" J:: ~ co CD :; Ground Surface Elevation: -186 feet 2 I- en en en 4-inches asphalt, 8-inches aggregate baserock 1- F1L - - SILTY SANDY CLAY (CL - ML) 2- 10 CL- brown, stiff, dry 3- 1 ML ~ - 15.2 97 with debris (wood, cable) at 3 feet 4- ......- SILTY SAND CLAY (C~- ML) 5- dark brow'n, stiff,dry - 10 6- 2 CL- - ML 7- - 8- CLA YEY SAND (SC) 9- brown, medium dense, dry - 10- r-- - 11- 11 - 3 12- - 13- SC - 14- - 15- - grading with more clay and seams of sand from - 10 15 to 17.5 feet 16- - 4 17- - 18- SAND with GRAVEL (SW) - brown, medium dense, moist 19- - SW 20- r-- - 21- 25 5 Boring terminated at a depth of 21.5 feet. 22- No groundwater encountered. - 23- Boring backfilled with cement grout. - 24- - , Blow counts have been converted to Standard 25- Penetration Test N-values. - 26- 2 Elevation referenced to Topographic Survey, - 27- Pruneyard Shopping Center, Drawing Number - 956007-10, by Brian Kangas Foulk. 28- - 29- - 30 TreadwelI&RoIIo I Project No. 1858.03 I Figure A-1 0 ~.. ~- -. ,. PROJECT: PRUNEY ARD PLACE Log of Boring B-8 Campbell, California PAGE 1 OF 1 Boring location: See Site Plan, Figure 2 Logged by: C. Ridley Date started: 4/24/97 I Date finished: 4/24/97 Drilling method: Flight auger Hammer weight: 140 Ibs. I Drop: 30 inches MOISTURE- STRENGTH DATA DENSITY DATA Sampler: Sprague & Henwood (S&H) Q) .t:: C '" ~u: Q) ,.. SAMPLES >- _ .t:: ~ ! u: '" <ilS .'~ u:: ~~ 8 0,&_ ~a:g _~ ;f: ~g :;0 c: " MATERIAL DESCRIPTION ~!~ "'0 a. Q) Q) '" Oil- -' ""'Oil LA. tJlOil Cii ! o Oil w2 ~o 'li- ~~ 0 1-05 ~.t~ ~~ z~ c3~ o~ E :t .t:: '" ..Z .. I- '" ~ tJl tJl al :; Ground Surface Elevation: -184.5 feet 2 I- tJl 4-inches asphalt, 8-inches aggregate baserock 1- CLAY with SAND (CL) FtL - I-- 2- CL brown, stiff, moist, with pockets of sand and 10 pieces of gravel in the upper 3 feet , 3- 1 CLAY (CL) 4- brown, very stiff, moist J - 15 5- 2 - TxUU 500 2,040 21.8 100 6- - CL 7- - 8- - ,-- 9- - 15 10- 3 SANDY CLAY (CL) - 11- dark brown, stiff, moist, with pockets of sand - 12- - 13- - i-- CL 14- - 10 15- 4 - 16- - 17- SANDY GRAVEL (GW) 18- brown, medium dense, moist - .-- GW 19- - 26 20- 5 21- Boring terminated at a depth of 20 feet. - No groundwater encountered. 22- Boring backfilled with cement grout. - 23- - 1 Blow counts have been converted to Standard 24- Penetration Test N-values. - 25- 2 Elevation referenced to Topographic Survey, - 26- Pruneyard Shopping Center, Drawing Number - 956007-10, by Brian Kangas Foulk. 27- - 28- - 29- - 30 TreadweII&RoIIo I Project No. 1858.03 Figure A-11 ---.~ I- PROJECT: PRUNEY ARD PLACE Log of Boring B-9 Campbell, California PAGE 1 OF 1 Boring location: See Site Plan, Figure 2 Logged by: C. Ridley Date started: 5/2/97 I Date finished: 5/2/97 Drilling method: Rotary wash Hammer weight: 140 Ibs. I Drop: 30 inches MOISTURE- STRENGTH DATA DENSITY DATA Sampler: Sprague & Henwood (S&H) '" J: E co ~LL '" >- SAMPLES >- _ J: :0 u: 'E ~I!: ~:;:;- 9 00._ -5 ., ~S- Cil 0 MATERIAL DESCRIPTION 8. i ; S- .~ # ~u c: :> ~ "'u c.. (I) '" '" 01 mOl - '" 0.. ..- >-~~ m u. '" ~ w,g! Ci- Ci ~~ 0 ~iii :9 ~:9 z~ 5":9 E 0 E :I: .. o~ "'z ~ '" J: ~ co lD ::; Ground Surface Elevation: -186 feet 2 ~ m m m 3-inches asphalt concrete, 1 O-inches aggregate 1- baserock - CLAY with SILT (CL) - 2- - brown, stiff, dry 3- 15 - 1 4- - , 5- CL - , 6- - 7- - 8- SAND with CLAY (SC) 9- brown, medium dense, dry - 10- ,...-- - 11- 15 - 2 12- - 13- - SC 14- - 15- - 16- - 17- - 18- GRAVEL with SAND and CLAY (GW - GC) 19- brown-gray, dense, wet - GW 20- - GC - 21- 43 - 3 22- Boring terminated at a depth of 21.5 feet. - 23- Groundwater unknown due to rotary wash. - Boring backfilled with cement grout. 24- - 25- 1 Blow counts have been converted to Standard - Penetration Test N-values. 26- - 2 Elevation referenced to Topographic Survey, 27- Pruneyard Shopping Center, Drawing Number - 28- 956007-1 0, by Brian Kangas F ou Ik. - 29- - 30 TreadweII&RoIIo I Project No. 1858.03 I FigureA-12 1 ! I r . T ( t' ~' f- ,- \ .. , i j.. _L -- . PROJECT: PRUNEY ARD PLACE Log of Boring B-10 Campbell, California PAGE20F 3 SAMPLES MOISTURE- STRENGTH DATA DENSITY DATA Qj >- CJ ~ 0 '" '" c '" 0 '8 ....J MATERIAL DESCRIPTION u; '" g.u: "8 Z>- J: z '" 0 Q) :a ",- "w u. I- '" Ci. '.i '01- ii~U. '" ~s- u c: " J: ",,,, ~~s- .s ~ "'u a.. Ci. E ~ I- <>-0, ~";/\ '" 0";/\ W E '" 0 >-c ""'";/\ U. ~ C/l :J ~.t:l ill:l ~"' 0 .. in >- ~ 0-' en en '" '" ~ I- C/l 52 SANDY GRAVEL (GW) (continued) 31- - 7 32- - 33- - 34- - 0 35- l----- - 36- . 27 GW medium dense - "-- 37- - 38- - 39- - 40- ~ - 41- . 16 - "-- 42- CLA Y with SILT (CL) 43- light brown, stiff, moist - 44- - 45- - CL 46- - - 47- 20 - 8 48- - 49- SANDY GRAVEL (GW) - brown, medium dense, wet - 50- 51- - 52- - 53- - 54- - 55- GW - 56- - 57- ,.-- - 58- 9 25 - "-- 59- - 60 TreadwelI&RoDo I Project No. 1858.03 I Figure A-14 ....' .....-..- ;" PROJECT: PRUNEY ARD PLACE Log of Boring B-10 Campbell, California PAGE 3 OF 3 SAMPLES MOISTURE- STRENGTH DATA DENSITY DATA Q5 >- C) ~ ci 0 .. '" c: J: "8 -l MATERIAL DESCRIPTION u; ~Q)- g.u: .. ~u: z .. 0 .. ..8 fo- .. C. ~ J: a.... .c~u. .. ~S' c: ::J c.. Q. E ~~S' ~o ~ I- ..:5 .~ ~ .2 CD "0 UJ E Cll 0 O-CI ::J" ... ~... 0... rtJ :::; '" ~ Cl Jl Ci5 >-c ~.t:3 u. ::3 z~ &:3 .... ~ Ui .. '" ~ .... rtJ SANDY GRAVEL (GW) (continued) 61- - 62- - 63- - 64- - , 65- - 66- - 67- - 68- - 69- - GW 70- - 71- - 72- - 73- - 74- - 75- - 76- - 77- - - 78- - 9 36 79- Boring terminated at a depth of 78.5 feet. - No groundwater encountered. 80- Boring backfilled with cement grout. - 81- - 82- 1 Blow counts have been converted to Standard - Penetration Test N-values. 83- - 84- 2 Elevation referenced to Topographic Survey, - Pruneyard Shopping Center, Drawing Number 85- 956007-10, by Brian Kangas Foulk. - 86- - 87- - 88- - 89- - 90 TreadwelI&RoIIo I Project No. 1858.03 I Figure A-15 ,~ 7 r 1" T ( ~ ..,i , 1 Ii' .~ ,.. .~ PROJECT: PRUNEY ARD PLACE Log of Boring B-11 Campbell, California PAGE 1 OF 3 Boring location: See Site Plan, Figure 2 Logged by: C. Ridley Date started: 5/2197 I Date finished: 5/2197 Drilling method: Rotary wash Hammer weight: 140 Ibs. I Drop: 30 inches MOISTURE- STRENGTH DATA DENSITY DATA Sampler: Sprague & Henwood (S&H) ., s::; C 2' ~u: ., ?:o- cr: c SAMPLES >- - -'" ~ ., <6 0 Ow u.. ~z;- 9 o '5- u g .5 ~ ~g ':;0 c: " MATERIAL DESCRIPTION 8.i~ ':; "0 a. Q) ., ., liI~ ,.,~I- C/l .. u- ~.. ii e CliI UJ2 (i, (i ~~ 0 I-(ii 1n ~ :g~ z " 5~ E 0 E J: .. Cl~ ., s::; ~ ..z .. I- Ground Surface Elevation: -187.5 feet 2 C/l C/l C/l al ::; I- 3-inches asphalt concrete, 12-inches aggregate 1- base rock - 2- - SANDY CLAY (CL) F,L- ~ CL mottled dark and light brown, very stiff, moist, 3- 1 5" with pieces of sand and gravel ~ - 4- 0 CLA Y (CL) 5- ,...--. dark brown, stiff to very stiff, moist, with silt - 6- 14 - TxUU 700 2,330 17.9 101 2 7- - 8- - 9- - 10- - 11- CL - 12- - 13- grading with some sand and pieces of gravel at 13 - feet 14- - - 15- 19 - 3 16- - 17- - 18- - 19- GRA VEL with SAND and CLAY (GW - GC) 20- - 21- - 22- - 23- - 24- - GW 25- GC - 26- - 27- - 28- grading with cobbles form 28 to 33 feet - 29- - 30 TreadweI&RoIIo I Project No. 1858.03 I Figure A-16 _.r J t ~ f f J;- f ~ r f " ~~ :j. . J J.. j.. t I PROJECT: PRUNEY ARD PLACE Log of Boring B-11 Campbell, California PAGE 2 OF 3 SAMPLES MOISTURE- STRENGTH DATA DENSITY DATA Qj >- CJ ~ 0 ., '" c ., 0 "8 -l MATERIAL DESCRIPTION .. '" ~u: ..8 .~ u: :c z ., 0 ., ii1l!!U: I- ., Ci ~ :c '01- ~iil~ .. ~~ :sU c: " E .,:; .~ # .,u c.. Ci ~ I- c.", " .. Oil mOil - ., COil E III III ~ UJ m :J >'c: ~~:l u.. !:l z~ ,5":l 0 III i%i I- i!? m en ., ~ ?- m GRA VEL with SAND and CLAY (GW - GC) 31- (continued) - 32- - - 33- . - '-- 34- ~ - ~ , 35- 4 very dense - 9" 36- - 37- - 38- - 39- - 40- - 41- - 42- - 43- - GW 44- GC - 45- - 46- - 47- - 48- - 49- - 50- - 51- - 5 ~ 52- 5" - - 53- - 54- - 55- - 56- - 57- - 58- - 59- - 60 TreadwelI&RoIIo I Project No. 1858.03 I Figure A-17 , j J J I J 1 r .. .:!- ~ ,.. ~ l' PROJECT: PRUNEY ARD PLACE Log of Boring B-11 Campbell, California PAGE30F 3 SAMPLES MOISTURE- STRENGTH DATA DENSITY DATA Q5 >- C) ~ 0 0 '" '" C J: 8 ...J MATERIAL DESCRIPTION .. '" 0>_ '" .~ u: z CI) 0 '" ~!!U: 018 I- CI) 0. ';jj '01- g$ 0.. 0. E J: CI)'" ~iilS- .. :;U e " ! I- .s ~ "'u UJ E .. g;o. " ., Oil ~Oil - '" CO! (/) ::i .. ~ Cl .. Di ..... ~ ~~:J u. gl:J z~ a:J m iii '" '" ~ ?- m GRA VEL with SAND and CLAY (GW - GC) 61- (continued) - 62- - 63- - 64- - , 65- - 66- - 3W 67- GC - 68- - 69- - 70- - 71- - 72- R - 73- 6 I ill - 9" <.........; Boring terminated at a depth of 73.5 feet. 74- - No groundwater encountered. 75- Boring backfilled with cement grout. - 76- , Blow counts have been converted to Standard - 77- Penetration Test N-values. - 78- 2 Elevation referenced to Topographic Survey, - 79- Pruneyard Shopping Center, Drawing Number 956007-10, by Brian Kangas Foulk. - 80- - 81- - 82- - 83- - 84- - 85- - 86- - 87- - 88- - 89- - 90 TreadweII&RoIIo I Project No. 1858.03 Figure A-18 J . ~ I ! 1 t 1" }. ~ J: ." Unified Soil Classification System Major Divisions Symbols Typical Names GW Well-graded gravels or gravel-sand mixtures, Gravels little or no fines Q) GP Poorly-graded gravels or gravel-sand mixtures. N little or no fines -Vi (More than half of Q) coarse fraction > en > -Q) GM Silty gravels, gravel-sand-silt mixtures .- 'Vi no. 4 sieve size) 00 UJo "C~ GC Clayey gravels, gravel-sand-clay mixtures Q) 0 c::: c: -^ nl- t; -g SW Well-graded sands or gravelly sands, little or no fines J - Q) 0 C/)= Sands ... <tl C'Cl.J:: SP Poorly-graded sands or gravelly sands, little or no fines o c: 0,5 (More than half of Q) coarse fraction < 0 SM Silty sands, sand-silt mixtures S no. 4 sieve size) SC Clayey sands, sand-clay mixtures Q) ML Inorganic silts and very fine sands, rock flour, silty N 'u; fine sands or clayey silts with slight plasticity Q) > Inorganic clays of low to medium plasticity, gravelly (/) .!!1 Silts and Clays CL _ U) -0 LL = < 50 clays, sandy clays, lean clays 00 UJt\I "Co OL Organic silts and organic silty clays of low plasticity Q) c: c::: v "Cii'g Inorganic silts, micaceous or diatomaceous fine sandy ... U) MH CJ- J 0 or silty soils, elastic silts Q)~ c:::.s::: Silts and Clays CH Inorganic clays of high plasticity, fat clays -c: u.<tl LL = > 50 :5 Q) Organic clays of high plasticity, organic silty clays, 0 OH S organic silts Highly Organic Soils Pt Peat and other highly organic soils t' Grain Size Chart Sample Designation ~ Sample driven with Sprague & Henwood (3-inch outside diameter) sampler. Darkened area indicates sample obtained ~ Classification sample taken with Standard Penetration Test (2-inch outside diameter) sampler ~ B Attempted sample with no recovery Undisturbed sample taken with 3-inch outside diameter Shelby tube or Pitcher barrel Range of Grain Sizes Classification U.S. Standard Grain Size Sieve Size in Millimeters ;- Boulders Above 12" Above 305 Cobbles 12" to 3" 305 to 76.2 Gravel 3" to NO.4 76.2 to 4.76 coarse 3" to 3/4" 76.2 to 19.1 fine 3/4" to NO.4 19,1 to 4.76 Sand No.4 to No. 200 4.76 to 0.074 coarse NO.4 to No. 10 4,76 to 2.00 medium No. 10 to No. 40 2,00 to 0.420 fine No. 40 to No. 200 0.420 to 0.074 Silt and Clay Below No. 200 Below 0.074 r ~ PRUNEY ARD PLACE Campbell, California CLASSIFICATION CHART TreadwelI&RoIIo Project No. 1858.03 Figure A-19 *~.:HJ.S A^ CN.S - -,- ., " ONYS A.1.'IS .1.'IS - . . , .... I .__11 A"";:) - " nIl --, . . -- 3^I.1.ISN3S o 10 o 10 o N lt1 .. ~ "I .. ".... ~ U III 0 UJ " ... U1 0 ~ .:; I ::t. .... 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E' 10.0 Q) ~ Q) S i; z <i: a: f- en 15.0 () c: f- LU ~ :::> -l o > -," I ,,- -1 , 20.0 .. ~ f t lr 25.0 r l' t ~ f O'O::::+1:11:nli:::.~::tfmjfl::==t.~:t'1=.jh4r I I i I : Nt...:li 5.0 ! ,t i 1: 1 : .!! _..+...if+ttH..-f....iliHtf~+-1.\fHH .~.~.jH-~.......I.++j.1Hi..\.,d-..+-i+fHf I ~I!:I i !'!I! 1\!! I!!!! '.'-~.-+.Iirm ~-+++f!.'jll..!*I.~jJ m_.._'....:_m....-.ml-mmm..'..!.mmmrm....m.r-'...-...+ ...._....._...'_....'.m..mm~...m.._... .............m'..m_m.m....mmm.mm_ ._m_mjmm......mt..... ::::*+=i..:jll~t==::::j:=~~~-tm4=M=#m i I ! i I I i ::=~i*f:j:1jt =.:==1#r:j:H\ ==:=:--t+l~tjt I I: i! 1, I I II _ : . i I 30.0 0.1 ..i.l-i.iHH -+-.il.+HH 1 1 1.0 10.0 100.0 PRESSURE (psf x 1,000) LL - Classification CLAY (CL), brown PL Condition Water Content Void Ratio Saturation Dry Density PI Before test After test Wo 19.5 % wf 19.9 % eo 0.703 ef 0.556 So 76.5 % Sf 96.3 % 'Yd 101 pcf 'Yd 110 pcf Gs 2.75 (assumed) Source Boring B-4 at 6 feet Type of specimen Undisturbed Diameter (in) 2.416 Height (in) 1.00 Overburden Pressure, Po 720 psf Preconsol. Pressure, Pc 6,000 psf Compression Ratio, Cec 0.145 , j' PRUNEY ARD PLACE Campbell, California CONSOLIDATION TEST REPORT TreacMell&Rollo Project No. 1858.03 Figure B-1 0.0 i nnnn_nnn,_,__mm;mm__n_,m+nmmrnm+nmrmr--.. . . . . I .. I --......... nnnnnnnnnmnurn_mnn_mrnm'__+I--_nT-'-rmt_mj_,ntm __nn_'m'mmmm ............. : j i 1 I 1 j ~ '" · · . 1 . :=:::jtb:tl:[:I: - . . I - t i i 5.0 iN Ii j t !: ii:i t t i tXlf t t i I..'. --j-it1j-nt-i---I-t-ttm--- i---i--I-rrTH -----+---I+J+tt ----I---l--f++i-~~---I+j-H+r , I I I ,'- - ~-' ::,: i I i I' i i i i i : I . It:: : : I . . I Iii: : j : : : i i : _~__'nlnni. I i ==-]:=Fi--Hl-ff ~=r-l-rfH11:=:::I:F:mrn =:l::::trl:llil:::::::I=::i:l:!tHt:=t=ljj]ft I : ! : I : : I :: i j : : Ii. : :1 i : i : Iii · · I =::H+lj#I::::+=~I:J:wl :==F:I:::lt~# 'I 'i i I -I ! l! i ! Ii: ! . - - i - c Q) (J .... Q) s J z <( a: I- en f. () a: I- w ,.---- ~ j ::> ! .-J 0 > -- f l t 1 J. . 10.0 15.0 20.0 I , ! i 25.0 ! . : t i - - ! nmnmnnmnn__,_,n'nnm__m~mmm-imn._~_nnrnnr-_nn__[__- ! I I . I . I mnn,_nnnn_,_n_Tnmmnnn,__n_n_-r-nnrnTnrrr 30.0 0.1 . -1--I-f+HI+ 1.0 10.0 PRESSURE (psf x 1,000) 100.0 l j. . Type of specimen Undisturbed Condition Before test After test Diameter (in) 2.416 Height (in) 1.00 Water Content Wo 19.7 % wf 16.7 % Overburden Pressure, Po 1,620 psf Void Ratio eo 0.665 ef 0.476 Preconsol. Pressure, Pc 4,500 psf Saturation So 81.4 % Sf 95.1 % Compression Ratio, Cec 0.108 Dry Density I'd 103.0 pcf I'd 116 pcf LL - PL PI Gs 2.75 (assumed) Classification CLAY with SAND (CL), dark brown Source Boring B-5 at 13.5 feet -~ PRUNEY ARD PLACE Campbell, California CONSOLIDATION TEST REPORT Tread\\el1&Ro11o Project No. 1858.03 Figure B-2 1 t - C Q) () .... Q) s z <( a: I- C/) , () ~ \. a: i I- W .. ~ l ::> -l 1 0 I > 1 1 l' r- . -. ! i:' 10.0 15.0 20.0 25.0 0.0 I i .:_:::::::,:::::::::~-::I::::::::::::r:::::::L::::[:[:I::l::I- , ! I! I! :=:I=l+rrm~'" >" : 'I: I " I i ! !! ! ~"- I I 50_-'-j-t-IH+f---r+-H+~k--+I+H~+ --+-H--1+H1--1-++t+Ht-~-I--+Ht# i I I I i i~i : I :il: =-j:==~~I:lm...~~:R~t-jl:~ , '1'1"1 "i "'I' '~"'I' --:=~:t--:j=-t:j:tt~~:II!jII11L:=j-=tj:-i!tTj: i i I I ! i ! I mm..mm......mJm_m._mn_nnnmJmnm__mJ..'.....mLn_...'nm__mm..n.mm_.nnn..mmn)nnn'm..._._m._mn..nm._..'..._._'..n.._...'.._..nn__m_..n_......_.nmnLn..__.....J.._.n I . I " I .,' ,. ." I - , I nnnmnmnnmnmi'm_mnmn!nnnnnjn_mnL....t_.._tm.mtn _.n....n_mmn..__nLnm.m..Lmmn:nnmL._'.~'m.mrn.n nmmm.'__.n........:..._'....mml..nmn,Lmr--~_.......I-n... I I ----++-+-H-'n ----LL+,+iil ---I--+-++f+~ 30.0 , -. 0.1 I ;- I. i ~ ._...._.._..'...'............_.........m'_..__._........yn....n._'..[...... , , 1.0 10.0 PRESSURE (psf x 1,000) 100.0 Type of specimen Undisturbed Diameter (in) 2.416 Height (in) 1.00 Overburden Pressure, Po 720 psf Preconsol. Pressure, Pc 5,000 psf Compression Ratio, Cec 0.120 LL 38 PL 20 Classification CLAY (CL), dark brown .. Condition Water Content Void Ratio Saturation Dry Density PI 18 Before test After test Wo 22.0 % wf 18.8 % eo 0.682 ef 0.516 So 88.9 % Sf 100.3 % I'd 102 pcf I'd 113 pcf Gs 2.75 (assumed) Source Boring B-10 at 6 feet PRUNEY ARD PLACE Campbell, California CONSOLlDA TION TEST REPORT Tread\Yall&Rollo Project No. 1858.03 Figure B-3 -.." 5.0 OO----t_ : IN,~ =-~~_=j".- =:I"_.:j,.,,j!~:_!-:-.,..,'::!:..-,::,:,_l ..........................r..............'!"..........tl:.......:.....r.h:.nT'! '- _ . : : i :: : ! "'- " ii' 'I'l ~ -j--------I------.-....-,-,~---.-- ------.....------.-----..-I-----------m-I..-.--..".-.-....I..-m.----.-..-f....-- N"I: ;, :,::1: m..mm..m......'..+'..'m......-mm..~I-m....mmr,i-----..-..i----i--- ..--------m'--..-------r---------"'._,.'_.....lln..m.m~1 ! :---i----f--f-I-.....:......Ji-..... i : , : . ~ : : ::, : ;; ;"' ; ; 1 ; ~ ~ I I Iii I: "- ! : I: ~::~~::=r::::-~I=tfrjt=W*~[+ ::::I:!::j:HI:tL=:=t=ljIrrh-!::tJ~jll : ' I ; i : "i I ! i ';' I - ! II ! I!; i I I ; i I I:::=t=:I:::I=ii:f1:[::i:f=t1:lln = =F=:rflfttl -. -co I - c Q) ~ Q) -- B "'f:" Z . , <{ a: I- -.-" CJ) "1 0 a: I- UJ ~ ..... :::J I ....J 0 > " 10.0 15.0 20.0 , i , i i I i , i - ! i i i 25.0 , '.....' 30.0 0.1 ..m........-.....'-..-........-..-....-..-..--'-...'-'-'..j...............-f-.+- 1.0 10.0 PRESSURE (psf x 1,000) 100.0 - ~ Type of specimen Undisturbed Diameter (in) 2.416 Height (in) 1.00 Overburden Pressure, Po 1,320 psf Preconsol. Pressure, Pc 2,000 psf Compression Ratio, Cec 0.090 LL 26 PL 17 Classification CLAY (CL), brown Condition Water Content Void Ratio Saturation Dry Density PI 9 Before test After test Wo 18.1 % wf 13.9 % eo 0.615 ef 0.419 So 80.9 % Sf 91.0 % I'd 106 pef I'd 120 pcf Gs 2.75 (assumed) Source Boring B-10 at 11 feet PRUNEY ARD PLACE Campbell, California CONSOLlDA TION TEST REPORT Tread\\el1&Ro11o Project No. 1858.03 Figure B-4 10,000 8,000 ..... -. - --... --.. --.... .. -.....,. --.. --... -... - --.... -- --. --...... --. ............ -." --....- C en S 6,000 ... -". (f) (f) w a: I- (f) a: o I- ~ > w o 4,000 - .--............--....--..................................-..-....... .........--.......--.-- , , . , , . , , , , . , . , . , . , , , , , 2,000 .. " - o o 5 10 15 AXIAL STRAIN (percent) 20 i' ,- , SPECIMEN TYPE Undisturbed DIAMETER (in) 2.425 HEIGHT (in) 5.47 MOISTURE CONTENT 16.4 % D~D~S~ 100 ~ DESCRIPTION CLAY (CL), brown SHEAR STRENGTH STRAIN AT FAILURE CONFINING PRESSURE STRAIN RATE 3,760 psf 2.4 % 500 psf 0.8 % /min SOURCE Boring B-3 at 4.5 feet PRUNEY ARD PLACE Campbell, California UNCONSOLlDA TED-UNDRAINED TRIAXIAL COMPRESSION TEST Tread\\el1&Ro11o Project No. 1858.03 Figure B-5 ., 5,000 4,000 .........-..-...... .........----.......... .................._-.. .............--........ , . , . , , , . , . , . , . , , , . ~~ ~'... c;::- en .& C/) 3,000 ...... C/) w a: I- en a: o I- ~ > w o 2,000 .. ........--.................---.............-............................................ , , , . , , , , , , , , , , , . , , , , , , . . , , . , , . , , , , . , . , , , , , , , . , . , , , . , -. ......................--..--..........--.-.................--------..--....---.............. , , , , , , , . , . , . , . , . , , , , , , , , , , . , , , , , , , - -,," 1,000 , , ........................-...........---...................-................................... , , , , , , . , , , . , , , , , . , , , , , , , , . , . . . . , . . . . . . , . , . . , . , . .. -.;,)> ., o o 5 10 15 AXIAL STRAIN (percent) 20 SPECIMEN TYPE Undisturbed SHEAR STRENGTH 2,110 psf DIAMETER (in) 2.431 HEIGHT (in) 5.42 STRAIN AT FAILURE 7.5 % MOISTURE CONTENT 20.7 % CONFINING PRESSURE 600 psf DRY DENSITY 102 pet STRAIN RATE 0.8 % /min DESCRIPTION SANDY CLAY (CL), brown SOURCE Boring B-5 at 5 feet PRUNEY ARD PLACE Campbell, California UNCONSOLIDATED-UNDRAINED TRIAXIAL COMPRESSION TEST Treadwell&Rollo Project No. 1858.03 Figure B-6 5,000 4,000 ---...........................................--............................... , , . , , , . , , . , , , , , . , . . . , . . , . . , . , , . , , , . . . , . , . , , . . , , . , , . , , , , , , , . . , , , , , . , , , C en S (/) (/) LU ex: ~ (/) ex: 0 ~ -. ~ - > LU 0 -- - 3,000 .-..-------.-. 2,000 ..... .............................---..........---................---..................--...... , , , , , , , , , , . . , , , . , , , , . , , . , , . , , . , , . , , . , . . . . . , , , . , . , , , , , , , , , , , . . , . , , , 1,000 . . - ..................................---.................................................--.----- , , . , . , , , , , , . . , . . , , , , , , , . , , , , , . , , , , , . , , , , , , , , . , , , . , . , , , , , . , . , o o 5 10 AXIAL STRAIN (percent) 15 20 SPECIMEN TYPE Undisturbed DIAMETER (in) 2.427 HEIGHT (in) 5.28 MOISTURE CONTENT 21.8 % DRY DENSITY 100 pcf DESCRIPTION CLAY (CL), brown SHEAR STRENGTH STRAIN AT FAILURE CONFINING PRESSURE STRAIN RATE 2,040 psf 14 % 500 psf 0.8 % /min SOURCE Boring B-8 at 4.5 feet PRUNEY ARD PLACE Campbell, California UNCONSOLlDA TED-UNDRAINED TRIAXIAL COMPRESSION TEST Treadwell&Rollo Project No. 1858.03 Figure B-7 5,000 3,000 ...... . , . . . . . . . . ~ . . . - - - . - . . . . . . . . . - . . . . "1" - - . . - - . . - - - - - . . . . . . . - "1" . . . . . . - - . - , . , , . , , , , , , , , , , , , , , , . , , . , , , , 4,000 .......... -. --~ , , - - en S en en UJ _. 0: - , I- en c- o: I 0 -~ l- i ::f > UJ Cl -, , . . . . . . . . . . . . . . . . . . .. . - . - . - - - . -. . . . . - - . . . - . . . . . . . . . . . . . - . . - - . . . - ~. . - - . - . . - - . . . . . - - . - . - . - , , , , , . , , . , , . , , , . , , , , , , , , . , , , , . . , , . , , , , , , , 2,000 ..- , , ........................... -.... -........... -. - -...... - -..........~........ -....... -. - - - -. , , , , , , , . , . , . . , , , . , . , . . , , , . . . , . . , . . , , , , , . , , . , , . . , . , . . . . , . . . . . , . , , . .......--------------..................--.............---..----------..----.------------.--... . , , . , . , , , , . , . , , . , , . , . . . , . , . , . , , , . , . , . , , , , , . , , , . , . , . , .. 1,000 I -1 0 -.' 0 5 10 15 AXIAL STRAIN (percent) 20 ; . . ; 1 SPECIMEN TYPE Undisturbed DIAMETER (in) 2.408 HEIGHT (in) 4.99 MOISTURE CONTENT 17.9 % DRY DENSITY 100.5 pcf DESCRIPTION CLAY (CL), brown SHEAR STRENGTH STRAIN AT FAILURE CONFINING PRESSURE STRAIN RATE 2,330 psf 5 % 700 psf 0.8 % /min SOURCE Boring B-11 at 6 feet PRUNEY ARD PLACE Campbell, California UNCONSOLlDA TED-UNDRAINED TRIAXIAL COMPRESSION TEST Tread\\el1&Ro11o Project No. 1858.03 Figure B-8 0 100 50 10 5 i , r Coarse Cobbles Gravel Symbol Sample Source . B-3 at 29 feet l r- :c S:2 UJ -1 :: t ~ co a: UJ '1 z l.L. r r- z UJ l () a: t UJ a.. 1 '1 I r 1 t i U.S. Standard Sieve Size (in.) -+- U.S. Standard Sieve Numbers -+- Hydrometer 3 8 I I 16 4 30 40 50 100 200 11/2 3/8 314 Reference' ASTM 0422 tJn.mLJ,..._'_u.un..._.__'__,_,_....., . :1. i I · ; [ ! 1 ; l ! ~ 100 I I I I 90 j Ii i i ; · Htltti+-- 80 ,__.m_.'...'".'....."..u_.. : ) [ [ II j ! I I ! j Illl 1 I j ! 11 i I I l j ! 11 ! j j I ' - I ' - I ' - - -. - - - - - I . - - ,- .. , ' I i - , 'nr-rmruut--.-j- -..-.u.-mmm----lrj..-~..t....j....n+m-um.mmm-mm- TTT.rr.'1m-....mnnm:n--m--uu-' -n-imrTmLn-Tmmu+nnnm-um -.-l--jmrt-rmj.'..u...T..nn--m-m .: . i i .:1: ! : . .1. i i . :1. ! I : ..1 ! I I 70 ~-HH' rm+H+- .~-+- rrl-H-II+-lltH+-j---- 60 50 " I ' : I -.-n..'.'...r'f-m.m.uu..............-...- 40 ~ \--..- \ .tt.j;jJ..LI,..umm,mnmul-.uu.m.....- .H-I,m.m~"jl~-- II f; : I ! I ! . .. _...u urr-lu........mmmmm....-.-u tJ..~..LJm.mnmmmunnmnmm_ _._._l_._,_Lj..,u...u_uuu.um_"'h,u'h J.J-i-..J....lm_'m'............'..m..uu - , I -, - - " I ' I; , " I ' ; ; , , ! I' i i - - i ! i Ii. i! 1 : .1: i j .. ::1 j i I I i -.'.--rh.---t,.-.j-"-"'i---.u..n..nnnu--.-.--- -.....I...H....t......i........-......--..--mu ;; I ; ; I ;, ; i ; i ! ; ; i I! .,1 i ! : ' .......j...~.........L................:................. .+.~..J.........L...+......:..........._..._....__... 1 i I If: i ! i ! 1 U il;III\++-, I I 30 \. I"n-t' , . . ; . , : ; I : : .t-t..-I! .-.,+..l,....... _"'_"'nmmnnm j Ii' ! I ~ ~ 1 ~ i 1 ~ ; ,,~ r... I i~...... - ....... 20 10 1 0.5 0.1 0.05 GRAIN SIZE (millimeters) 0.01 0.005 0.001 Fine Silt or Clay Classification GRAVEL with SAND and CLAY (GW - GC) PRUNEY ARC PLACE Campbell, California PARTICLE SIZE ANALYSIS Tread\\e11&Ro11o Project No. 1858.03 Figure 8-9 60 ~ ~ 50 X - UJ 0 Z ~ 40 () I- 30 CI) <( .....J c.. 20 -. 10 ........ AI" 70 Ine\ / l)/ V V CH CL V / / v . V ~ ) ,/ MH or OH ML-CL\ ~ . /' ML ./ ML or OL I o 20 30 10 40 50 60 70 80 90 100 110 120 LIQUID LIMIT (%) Natural Liquid Plasticity % Passing Symbol Source Description and Classification M.C. (%) Limit (%) Index (%) #200 Sieve . B-2 at 2 feet CLAY (CL) 23.8 39 16 93 brown .A. B-1 0 at 6 feet CLAY (CL) 22.0 38 18 87 dark brown . B-10 at 11 feet CLAY (CL) 18.1 26 9 56 brown PRUNEY ARD PLACE Campbell. California PLASTICITY CHART TreadwelI&RoIIo Project No. 1858.03 Figure B-10 Of'CAA. . '"7A {~;' ~~ ~ " 1- ., .. , . I').q (' H A \lO (" CITY OF CAMPBELL Public Works Department March 24, 1998 Tom Lis Mark Thomas & Company, Inc. 90 Archer Street San Jose, CA 95112 Re: The Pruneyard Underground Storm Drain Improvements 1999 S. Bascom Avenue Dear Mr. Lis: The purpose of this letter is to summarize our review comments of the plans your firm prepared for the Pruneyard pursuant to the Agreement for Issuance of Permits for Utility Installation to be executed by Pruneyard Associates LLC. This letter covers the items we discussed at our meeting in the City Hall Planning Conference Room on March 17, 1998, and related issues. Mr. Gomez, of the City, also attended the meeting. I have included reference to certain Conditions of Approval in City Council Ordinance No. 1955, which must be satisfied prior to issuance of permits for Grading and Drainage Plans. The Pruneyard Grading and Drainage Plans (GDP) The GDP submitted for review by the City generally consist of four sheets of grading, drainage, erosion control, Best Management Practices, and a title sheet. In accordance with the terms and conditions of the Agreement for Issuance of Permits for Utilitv Installation, underground storm drain construction and other utility improvements is permitted, but grading of the site for the new office tower, new parking garage, and Pruneyard Inn expansion is prohibited. Therefore, as we discussed, your GDP, currently under review by the Public Works Department, needs to specifically identify the underground storm drain and related improvements to be constructed pursuant to the Agreement hereinafter referred to as Phase 1. Our Phase 1 comments are summarized as follows: Sheet 1 of 4 . Include details of fossil filters, round inlet, curbs, gutters, notes, and_ applicable information as shown on the plans submitted to the Building Division. . Indicate which Notes and other information apply to Phase 1. . Remove the words "GRADING PERMIT" from the title of the drawing set and insert "UNDERGROUND STORM DRAIN IMPROVEMENTS. " Sheet 2 of 4 . Indicate specific construction to be performed during Phase 1. 70 North First Street. Campbell, California 95008,1423 ' TEL 408.866,2150 . FAX 408,376,0958 . TDD 408,866,2790 Tom Lis 1999 S. Bascom Avenue March 24, 1998 Page 2 Sheet 3 of 4 . Indicate which portion of the plan applies to Phase 1. . Include details of fossil filters, round inlet assembly, curbs and gutters. Site Drainage Plan (SDP) The SDP must be completed prior to issuance of permits for Phase 1. . Revise the tributary area and related calculations, as discussed. . Include the SDP, calculations, and supporting text ~"bookleL)>' \ \x. ?~ Prior to issuance of permits and clearances for Phase 1, the applicant shall: / .~ Comply with all applicable Provisions and con~" 'ons of Approval in Ordinance No. 1955 including Conditions of Approval Nos. (14),/1 ,20\ 24-271, 29.and 30. /' Provide for recoostruction of the Los GatnVc' ekirail access at the northwesterly corner of the subject property. Provide a copy of the Santa Clara Valley Water District permit/clearance. Provide a copy of the Notice of Intent (NO I) and signed Storm Water Pollution Prevent Plan (SWPPP). Provide a schedule of tasks/functions vs. date for Phase 1. Show all existing and proposed easements including record data such as location, size, purpose, grantor and grantee on the GDP and SDP. Provide copies of the documents. Obtain an encroachment permit for all public l1lI. improvements as required by the ./ Municipal Code, including appropriate insurance~security. The Svv,ppp needs more specific information regarding Sections 4.3 through 5.0. --- /1-: . ;;::-3: // //4. 6. 7. / or Bill Helms, a call at (408)866-2158 and (408)866-2153 /~._/.'_/ "~: ,'? cc: Bill Helms, Environmental Programs Manager J Frank Cauthorn, Building Official Michelle Quinney, City Engineer Bob Kass, Public Works Director Cruz Gomez, Assistant Engineer File: 1999 S. Bascom ~ . J, /' (i ,_ C tel .~-_._"-I--- //f0 C// h: \landdev\prunyrd\ \3 _ 231tr(mp) RECORDING REQUESTED BY WHEN RECORDED MAIL TO: (SPACE ABOVE TIllS LINE FOR RECORDER'S USE) AGREEMENT FOR ISSUANCE OF PERMITS FOR UTILITY INSTALLATION WHEREAS, Pruneyard Associates LLC (hereinafter referred to as " Applicant") filed an application with the City of Campbell for a Special Development Permit and Site and Architectural Approval (hereinafter referred to collectively as "Special Development Permit") to construct an office building and parking garage on property commonly known as the "Pruneyard," which is more particularly described in Exhibit A, which is attached hereto and made a part hereof; WHEREAS, Applicant also submitted an application for a Use Permit (hereinafter referred to as "Use Permit") to expand a hotel at the Pruneyard; WHEREAS, on November 11, 1997, the Planning Commission of the City of Campbell adopted Resolution Number 3135 conditionally approving the Use Permit; WHEREAS, on January 20,1998, the City Council of the City of Campbell adopted Ordinance Number 1955 approving the Special Development Permit; WHEREAS, Applicant desires to install certain utilities more particularly described in an Exhibit B, which is attached hereto and made a part hereof (hereinafter referred to as the "Utilities"); WHEREAS, the conditions on the Special Development Permit and Use Permit (hereinafter referred to as the "Project") have not been fully satisfied; NOW, THEREFORE, in consideration of the City of Campbell's issuing building permits for the limited purpose of installing the Utilities, Applicant, on behalf of itself, its heirs, assigns, and successors, covenants, stipulates and agrees as follows: 1. Neither the granting of the permits for installation of the Utilities, nor any construction undertaken pursuant to the permits granted for installation of the Utilities shall be deemed to be acceptance of the performance of any of the conditions of the Project by the City, or waiver of any of those conditions by the City; and Applicant shall remain bound to perform all conditions of the Project; 2. Neither the granting of permits for the installation of the Utilities, nor any construction undertaken pursuant to the granting of permits for the installation of the Utilities shall vest any right to proceed with the Project; 3. It is understood and agreed that the installation of the Utilities confers a benefit on the property commonly known has the Pruneyard.. and consequently the conditions, covenants, stipulations and agreements set forth in this document shall run with land and be binding upon Applicant's heirs, assigns and successors; 4. The signatures on this document shall be notarized; and this document shall be recorded in the Office of the Santa Clara County Recorder; 5. This agreement shall be governed by the laws of the State of California; 6, This agreement contains the entire agreement of the parties hereto, and supersedes any prior written or oral agreements between them concerning the subject matter contained herein. There are no representations, agreements, arrangements, or understandings, oral or written, between and among the parties hereto, relating to the subject matter contained in this agreement, which are not fully expressed herein; 7, The under signed party has been represented by an attorney of its choosing, and represents that it his read and fully understands the terms, conditions and covenants contained herein, and that its attorney has read and approved this agreement as to form and content; 8. This agreement may be amended only by means of writing signed by both the City of Campbell and Applicant; 9. The Applicant shall indemnify, defend (with counsel reasonably chosen by the City of Campbell, at the City's option), and hold the City and its employees, officers, and agents harmless against all claims which arise out of, or in connection with any activity in performing any acts under this agreement. This indemnity shall not extend to any claims arising solely from the City's sole negligence or willful misconduct. This section 9 shall survive the termination of this agreement; 10. If any term, provision, covenant or condition of this agreement is held by a court of competent jurisdiction to be invalid, void or an enforceable, the remaining provisions shall continue in full force and effect unless the rights and obligations of the parties have been materially altered or bridged by such invalidation, voiding or unenforceability; 11. If any party commences an action or brings any proceedings against a party to this agreement arising out of the terms of this agreement, the prevailing party shall be entitled to recover its reasonable attorney's fees and court costs. Dated: PRUNEY ARD ASSOCIATES LLC By Its 2-2d-1998 10:53AM FROM C B CONSULTING ENGS d15 2d78030 P_ 1 (8E. .. .. CONSULTING ENGINEERS · · .. 150 Spear Street, Suite 500 . San Francisco. CA 94105 - (415)442-0 110 FAX (415)882- n47 FAX TRANSMITTAL PLEASE DELIVER IMMEDIATELY IF THERE IS A PROBLEM WITH TRANSMISSION OR MISDIRECTED, PLEASE CALL (415)442-0110 TO: Frank Mills FAA NO. 4088668381 COMPANY: City Of Campbell PHONE NO. 4088662130 PROJECT: PruneYatd Parking Structure C&B JOB NO. 97091 DATE: February 24, 1998 PAGES INCLUDING COVER 1.1 FROM: MESSAGE: I am requesting clarification on the storm drain exit requirements from the parking structure on this project. Paul O'Neill, Mechanical Engineer Our design incorporates drainage from each level to pick up surface water from the open perimeter wall construction. We are proposing these drains are considered part of the storm drainage system. The storm drainage system is designed to terminate at the Los Gatos Creek. We request confirmation that our design intent is correct in this application. Your response either verbally or return memo would be appreciated. Pa<<t {J '1tedt COPIES: Ron McLestor BY FAX NO. SY MAIL: BY FAX NO. SY MAil: BY FAX NO. BY MAIL: Fc:bruIry 24, 1998 02249Sfaxa. wpd 7 / .I February 10, 1998 O\,'CA'4 ...\,.' . . ..o~ ;.., ~.~ ~ u .:~~~~''''...:... ~ -,t-?-_....~ . ~\......., , ..- :....:c:. .. <$ -<, ~ -' -0 v .t C H A \l. \J. CITY OF CAMPBELL Community Development Department Hornberger & Worstell 170 Maiden Lane San Francisco, Ca 94108 Subject: Basis for Review: Pruneyard Parking Garage Plan Review. 1909 S. Bascom Avenue, Campbell. Plan Review # 980014 1994 UBC, UMC, UPC and 1993 NEC for a 4-tier Type I-FR, Spr (ll-IHr) S-4 Open Parking Garage with S-3 Ramp. Scope of Review: This review includes Code life/safety issues only. Structural comments to follow. 1. Sheet AO.Ol: 2. Sheet A2.01: a. 3. Sheet A 4.01: 4. Sheet A4.01: Reconcile construction Type (II-One Hour) with AO.Ol, Project Index Cover Sheet (I-FR, Spr). b. c. Provide side elevation of below-grade ramp segment. UBC 106.3.3. Below-grade ramp qualifies as an S-3 occupancy. Provide mechanical ventilation for the portion of the ramp below grade. Provide ramp with floor drains to an oil separator/trap or waterproof ramp floors with asphalt. UBC 311.2.3.1. (No separation required between S-3 & S-4 per UBC Sec 302.1 exc 4.). Provide unobstructed headroom within parking garage of not less than seven (7) feet, including plumbing, sprinklers and structural protrusions. Elevation specifies 7 feet to underside of slab, with no provision for plumbing or structural protrusions. Clarify. UBC 311.2.3.3. Provide unobstructed vertical clearance of at least eight feet, two inches (8' 2") for van-accessible parking and unobstructed headroom of 8' 2" for a minimum of one-eighth of required accessible spaces. ' Or Provide covered van-accessible parking spaces outside the parking structure for a minimum of one-eighth of required accessible spaces. All van-accessible parking spaces have at least one eight (8) foot accessible aisle. Provide signage per CAC D-6.1.3, CAC D-6.1, 6.1.2. 70 North First Street - Campbell, California 95008_14:23 ' TEL 408_866,2130 - FAX 408_866_8381 'TDD 408,866,2790 Filter IDIet Imerb. The project dCYdopa shall install fil~ inlet iIisem in all nevi stotm drainag'c inlets and retrofit exisitng' storm drain inlets. These filters shall be inmIIcd, maintained and repl~ by a qualffied CODSUltant hired by the property owner. Copies of all inspection and mlliTlte1~nce records shall be provided to the City upon request MaiDicnsnu Prog:nm. The project d...-velopc:: shall implcme::lt a ftI~;nten"n~ program for these fil=- inlet inserts that includes but is not limited to the followiDg m~: a. Installation. Tne filter inle! inse:t shall be installed by a qualified individual in conformance with the manuf~':s specifications. Installation rewrds shall be: maintained oy the project dcvelopu- and subsequc:rt property owner. b. Maintena1tCs RecDTd. TJ1: property owne: must ke::p a record available for inspecticm on the project site of all inspections and main~ of the.filter inlet inserts. c. Regular Sweeping. Paved sur~ subject to runoff shocid be swept regularly during dry periods to remove dht, silt and other loose ~bris. fd. Regular lnip<<fioTU. The filtc:' inlet inserts shall be inspected monthly between September and Apri4 and the absorbent material shall be replaced by a qualified individual as n~..ssa.ry to cr.sure th: filter.! are functior.ing property. Ie. Replacl!17U!1ft of absorbent Material T.ae absorbent material shall be replaced by a qualified individual in conforman~ with the manufact".Jre:-3 specifications. Care should be taken to avoid'spilling the contRlJ'linlrted material into the drainage system. If. Disposal of Used AbsOI"hent MaleriaL Used absorbent :nate:-ial shall be disposed of in CQnformanc~ with all applicable lcca!, state, and fed.....-a1 regulations. Replenishmtlrt. of .A./mwbenl MaJuiols Supply. The property owner shall keep . sufficient amount of absorbent material on hand to replace the amount 'of installed absorbent plus a'reserve to handle emergencies. g. o. Street Imp1'O'V~mmt Permit The project devclbper will be required to satisfY all Public Works conditions prior to the issuance of a Public Wotks C1~. The clearance will Rqutte the execution of a Street ImprOvement Permit that guanmtees the completion of the public improvements to the satisfaction of the Director of Public Works. This' permit iDcludes plans, iDsurmce, bonds/deposit ccrti.fiarte, md engineering and inspection fees. The Prune Yard DRAFT CONSTRUCTION PERIOD PARKING PLAN REVISION # 3 February 24, 1998 TABLE OF CONTENTS Page OVERVIEW 1 I. ASSESSMENT OF PARKING DEMAND 2 Parking Space Availability Analysis 3 Parking Space Availability Analysis - Back-Up Plan 4 II. ATTENDANT -ASSIST/ST ACK PARKING 5 A. Service Concept 5 B. Areas of Service 5 C. Staffing/Hours of Operation 5 D. Communications 6 E. Patron Waiting Times 6 F. Disabled Parking 6 G. Movement of Vehicles 6 H. After-Hours Access 6 I. Security 7 J. Responsibility of Vehicles 7 K. Signage 8 L. Special Events 8 M. Back-up Plans 8 III. VALET PARKING 9 A. Service Concept 9 B. Areas of Service 9 C. Staffing/Hours of Operation 10 D. Commun ications 10 E. Patron Waiting Times 10 F. Visitor Parking/Short-Term Parking 10 G. After-Hours Access 11 H. Security 11 I. Responsibility of Vehicles 11 IV. OFF-SITE SHUTTLE SERVICE 12 A. Service Concept 12 B. Areas of Service 12 C. Staffing/Hours of Operation 13 D. Communications 13 E. Patron Waiting Times 13 F. Security 14 G. Incentives 14 V. AL TERNA TIVE TRANSPORTATION 15 VI. CONSTRUCTION CONTRACTOR PARKING 15 VII. IMPLEMENTATION 16 VIII. PARKING COMPLAINT PROCESS 16 EXHIBIT A. SIGNAGE EXHIBIT B. SITE PLAN EXHIBIT C. COMPLAINT FORM PruneYard Construction Period - Parkina Plan Overview The PruneYard is constructing a new 120,000 square foot office tower and a 738 space garage on the west side of the complex. The erection of the new buildings will result in the temporary loss of 427 parking spaces during the initial 8 months of the construction period. At that time, the new garage will be ready for occupancy, which will completely eliminate the anticipated parking shortfall. This plan has been developed to clearly define the steps which the PruneYard will take to mitigate this loss of parking space during construction, to minimize the inconvenience to all tenants of the project (both office and retail) as well as their visitors. The plan is comprised of four main components, as follows, 1. Attendant-Assist/Stack Parking 2. Valet Parking 3. Off-Site Shuttle Service 4. Alternative Transportation The foregoing items, when employed as part of an integrated parking management plan, will provide the PruneYard with a workable strategy to meet the parking needs of its tenants and visitors during this interim period of growth. The following pages provide details on the overall scope of the project and each of the plan's components. This plan is intended to be dynamic, and includes built-in flexibility to alter its nature in order to meet the changing parking needs of the PruneYard. All costs associated with the implementation of this parking plan shall be borne by the project owner as a development cost. There shall not be pass-through costs to PruneYard tenants resulting from the execution of this plan. We look forward to reviewing this plan with the PruneYard Parking Task Force and are open to discuss and/or alter any portions of the plan as necessary, in the pursuit of developing "a reallv aood parking plan!" Prepared by Ampco System Parking Page 1 Prune Yard Construction Period - Parkinq Plan I. Assessment of Parking Demand In order to develop a plan which meets the needs of the project during the construction period, it is necessary to start with a reasonable estimate of the parking demand which can be expected to be experienced. Informal surveys were conducted in March 1997 by the William Wilson & Associates (WW&A) staff. The results of these surveys pointed Jo the need to obtain a professional analysis of the site. The traffic engineering firm of Linscott, Law and Greenspan was then hired by WW&A to provide hourly occupancy surveys of the entire project. The work was completed in July, 1997 and indicated a peak demand in the office parking areas of approximately 76% of total available spaces. We noted in our review of this study that July (in fact the entire late May-early September summer period) generally has the lowest associated parking demand, and that these figures should be increased to take into account the higher demand levels associated with early spring and fall. Note: November and December generally represent the highest parking demand, with a gradual drop-off through spring and into summer. Current observations of the lots made during the first 2 weeks of January 1998 by Ampco personnel during the peak office demand periods (10:00 a.m. - 11 :00 a.m. and 2:00 - 3:00 p.m.) consistently showed occupancy in the 78%-80% range. To err on the side of conservatism, we used a 95% demand figure to base all recommendations provided in this plan. The exception to this is the hotel lot which experiences significantly lower demand. We have used a 65% demand figure for this lot. The charts on the next two pages provide complete details on the number of spaces available currently as well as during construction, and designate the number of additional cars which can be "stacked" in each of the available parking areas to meet this demand. The figures clearly show that a combination of attendant-assisted parking along with an off-site shuttle service will be required to meet the project's parking needs during the construction period. Prepared by Ampco System Parking Page 2 I J!! I The PruneYard - Parking Space Availability Analysis Parking:L6t:C3~~cities:~.:C(tl"rOI'1t'(1/98 Demand Total Lot # # Spaces Factor Demand 7 385 95% 366 8 95 95% 90 9 258 95% 245 Total 738 95% 701 A. ParkihfpLot..Capacities::;;;..During.:.Co!istl1Jcti6h:::\:'.;: Plus Stack Total Lot# # Spaces Spaces # Spaces 7 35 35 70 8 95 56 151 9 175 89 264 Total 305 180 485 B. J " Total Parking Demand - Current 701 Total Parking Available During Canst. 485 C. Parking Excess/(Shortage): I (216) ShlJttle.Set\rice..Ridership).,: . __.. ___ - ... -0" .... ...-.... .............-..-.. .-. ----... ........ -..... .................................. ... .... ...-.........,-........ . . .. . . . . . . . . . . . . . . . . . ......, .....-.-... .. .... ........ ........... . .. ... . . . . . . . . . , . . . .. . ' . .. ... Compuware Employees 1 50 Other - Office Building Employees 75 Total Shuttle Service Riders. 225 D. E. I Parking Excess/(Shortage): 9( * Ridership shown does not include the estimated 100 retail employees which are expected to utilize the service. Prepared by Ampco System Parking The PruneYard - Parking Space Availability Analysis Back-Up Plan Lot # 10 F. Total P<:lddtid::C.QtJ~iij~~lti(i$.90ijd6ClJ~9.ri$Uijan&ij:...:)). Plus Stack Total Lot # # Spaces SDaces # SDaces 7,8,9 305 1 80 485 1 0 93 40 1 33 Total 398 220 61 8 G. Total Parking Demand - Current 770 Total Parking Available During Const. 618 H. Parking Excess/(Shortage): I (152) shuttri'$~mjf;:i::Ril.iliiljbiD::::::...:.:H,,,,,'::::""':H:""':"'HH.......,,:::....HH::..) Compuware Employees 1 50 Other - Office Building Employees 75 Total Shuttle Service Riders. 225 I. J. I Parking Excess/(Shortage): ~ 73~ · Ridership shown does not include the estimated 100 retail employees which are expected to utilize the service. Prepared by Ampco System Parking 4 PruneYard Construction Period - Parking Plan II. Attendant-Assist/Stack Parking A. Service Concept The two terms, "attendant-assist" and "stack parking" are used interchangeably to describe a parking operating format where parking attendants are provided within a self-park facility to expand the number of cars which the facility can hold. The key to the concept is to let the parking lots fill naturally, i.e., allow all of the regular self park spaces to fill up as normal. Once full, rather than closing the lots, attendants stationed throughout the lots would direct additional cars to park in the aisles, blocking the other cars in. They would issue claim checks to these parkers in exchange for their keys, and would lock the keys in a nearby keybox. The attendants move cars only as necessary to let blocked vehicles exit. Toward the end of the day, as regular parking spaces become available, the attendants will move aisle cars into these spaces, to make exiting easier for all patrons. B. Areas of Service The program would be implemented at (2) parking areas serving the existing office buildings. We have identified these areas on the attached drawing as lots 7 and 9. Lot 7 is the small parking area that will remain on the northwest side of the project, next to where the new parking garage is being built; Lot 9 is the large lot on the southwest side of the project, behind Tower 1. The lot serving the hotel, designated as Lot 10, may also be used for attendant-assist services, as part of a back-up plan. C. Staffing/Hours of Operation The overall parking program will be overseen by a full-time on-site manager, who will report directly to WW&A. In this person's absence, another individual will be designated as the project supervisor, to oversee and direct the work of the parking attendants and shuttle drivers. The service will be provided from 7:00 a.m. to 7:00 p.m., Monday through Wednesday, and from 7:00 a.m. to 11 :00 p.m. on Thursdays and Fridays. In addition, the program will be offered on Saturdays from 3:00 p.m. to 11 :00 p.m. to accommodate additional retail demand during this period. The chart on the following page details the number of parking attendants which will be assigned to each of the lots during peak operating hours, which for this service is anticipated to be between 8:00 a.m. and 6:00 p.m., Monday - Friday. During earlier and later periods, each lot will normally have one parking attendant assigned to it. Prepared by Ampco System Parking Page 5 PruneYard Construction Period - Parkinq Plan Position Lot 7 Lot 9 Lot 10 Attendant(s) 1-2 2-3 1-2 One or more parking attendant stations will be located at convenient locations in each of the lots. The location of each of these proposed attendant stations is shown on the attached site map. D. Communications The Manager, Supervisor and one attendant at each parking lot will each have a 2-way radio to ensure prompt communication between all locations within the program. These radios will be on the same frequency used by WW&A to allow interaction with property management and security, as necessary. E. Patron Waiting Times Based on the size of the project, the level of staffing provided and our experience at providing similar services to other projects, we estimate a maximum customer wait time of no more than 5 minutes. This time is measured from the time the customer arrives at the location to retrieve their vehicle until the time the customer is in their car, ready to exit the lot. F. Disabled Parkinq As the construction project will remove a large number of the existing handicap- accessible parking spaces currently provided, new spaces will be provided which meet all applicable codes. These spaces will be provided in Lot 9. G. Movement of Vehicles Parking attendants will move vehicles from one space to another within a given parking lot only as required to allow other cars to exit. At no time will cars be moved from the lot in which the customer originally parked to another lot within the project. H. After-Hours Access At the designated closing time each evening, the parking attendants at each lot will move any remaining vehicles with keys to a designated spot near the front of each lot. The cars will be locked and the vehicle's license number along with the ticket number issued to the driver will be entered on a log. The log, along with any keys, will be taken to the security desk located in the lobby of 1999 S. Bascom Avenue where it will be signed for by a WW&A security officer. Keys for Prepared by Ampco System Parking Page 6 PruneYard Construction Period - Parking Plan any vehicles left after the posted closing time must be picked up by the tenant (or visitor) at this location, and they must present their claim ticket as proof that the vehicle is theirs. The security officer will provide an escort for any patron back to their vehicle, upon request. Note: To minimize inconvenience, the designated lot closing time will be set so as to minimize the possibility of having to transfer keys to the security desk. At most office-oriented projects, 7:00 p.m. has proven to be a convenient time for the vast majority of patrons. Generally, tenants who find themselves working late unexpectedly will come down to the lot prior to closing to claim their keys directly from the attendant on duty, and move the car to a space closer to their office. I. Security The presence of parking attendants throughout the lots creates what is known as a deterrent effect: criminals do not want to attempt to vandalize cars when there are parking attendants present, as there is a greater likelihood of their being caught, if seen. Attendants who notice anyone hanging around in the lots under their control will be instructed to immediately summon WW&A security officers via 2-way radio. J. Responsibilitv for Vehicles Ampco System Parking will be fully responsible for the safety and security of every car whose driver has left its keys with one of our parking attendants. Any claimed damage or loss must be pointed out immediately to the attendant on duty, who will call the manager or supervisor on duty via 2-way radio to fill out an Accident/Loss report. Ampco handles all claims directly through its regional claims administrator. Once received, all claims will be handled promptly and professionally. To protect ourselves from false claims, our attendants will be required to perform a quick "walk-around" inspection of every vehicle for which a claim check is issued, to note any previously existing damage. They will mark any damage noted directly on the claim check and also point it out to the driver to eliminate the possibility of misunderstandings on this important issue. This process generally takes about 10 seconds and is a quick and nearly invisible procedure. With respect to contents of the car, we ask that patrons work with us by not leaving items of obvious value in the passenger compartment, but rather, to lock them in the trunk, out of sight. Our attendants require only a door key and an ignition key to perform their duties. Prepared by Ampco System Parking Page 7 PruneYard Construction Period - Parking Plan K. Siqnaqe Signage will be provided to assist patrons in using the lots during the construction period. These signs will convey basic information needed to allow the program to function properly. Excessive signage is more likely to confuse than inform, and therefore a limited signage program is proposed. As the program is designed primarily to accommodate regular everyday patrons, the signage is intended to reinforce the designated use of certain parking areas and to provide information for after-hours key retrieval. Proposed signs have been provided as an attachment to this package. L. Special Events The attendant-assist service can easily be expanded as necessary in order to accommodate the various special event needs of the project. This may include higher than normal demand from events such as; . Sales Meetings . Major Hotel Bookings . Special Screening Movie Events In order to adjust staffing and personnel scheduling to meet these periods of unusual demand, the tenants responsible for the event will need to provide WW&A with a minimum of one week's written notice of the planned event, including (if possible) an estimate of the event's attendance, to provide time for Ampco to ensure proper planning, staffing and supervision is in place for the event. M. Back-up Plans Several back-up plans are available to increase the number of vehicles which can be accommodated in the on-site lots: . Use of Hotel Lot 10 - This. lot will hold 93 cars in a self park mode and will allow up to 40 additional cars to be stacked in the aisles. This lot has never been made available before for the use of the office tenants and represents a large addition to the available pool of spaces. This lot is lightly used during the daytime by hotel guests, which will make it an excellent addition to the parking supply. . "Heavy" Stacking - The attendant-assist concept relies on what is referred to as a "light stack" approach. As described previously, in this scenario, there Prepared by Ampco System Parking Page 8 PruneYard Construction Period - Parkina Plan is never more than one car blocking in another, making retrieving one's vehicle and exiting relatively simple. In a more urban setting, parking lots are routinely set up for heavy stacking. This generally means cars are parked up to 3 or 4 deep. It certainly has the potential to be less convenient, but in these situations, the parking attendants actually park more of the cars so that that they can stack them according to expected departure time. For example, cars exiting at 6:00 p.m. are placed in the back row, and cars with increasingly earlier departures are put in front of them. Finally the very front row is left open for quick in & out parking. This approach works surprisingly well, and is presented here as a possible means to further increase the number of cars which can be accommodated on-site. Potential lots to provide a heavy stack service are Lots 7 and 9. · Use of a Portion of Lot 5 for Stack Parking - A single row of cars could be stacked on the western aisle of Lot 5 for a net gain of 17 parking spaces. III. Valet Parking A. Service Concept Traditional valet parking, where patrons are afforded "front door-type" parking service will be offered for both office and retail patrons. In this program, cars will enter a designated valet area and proceed to a valet station where they will be greeted by a valet parking attendant. The valet will issue a claim check for their vehicle and the patron will proceed on foot to their destination. The valet will park the car in an available parking space and return to the valet station to assist another patron. Upon return, the patron will present his or her claim check and the valet will retrieve the car and return directly to the patron at the valet station. The valet service is complimentary, and tipping is not required. Signs stating this policy will be posted at every valet station and at the entrance to every valet parking area. B. Areas of Service The program would be implemented at (3) parking areas serving the existing office buildings as well as the retail portion of the project. We have identified these areas on the attached drawing as Lot 8 and Area A and B. Lot 8 is the existing Visitor lot between the two office towers; Area A is a portion of Lot 1 along the project's center drive; and, Area B is in the small curb cut-out on the northwest drive aisle next to Mrs. Field's Cookies. Prepared by Ampco System Parking Page 9 PruneYard Construction Period - Parkinq Plan Lot 8 will be used as the main parking area for this service, and will be used for the valet parking of cars which enter Lot 8 directly as well as all cars using the Area B valet station (which has no parking of its own). Depending on space availability, excess valet demand from Area A may be taken to Lot 8 as well. C. Staffinq/Hours of Operation The service will be provided in Lot 8 from 7:00 a.m. to 7:00 p.m., Monday through Friday. Valet stations at areas A and B will be operated from 5:00 p.m. - 11 :00 p.m., Thursday - Saturday. Staffing will be provided as needed to meet experienced demand, but will consist of a minimum of two valet attendants assigned to each valet area during all designated operating hours. A designated valet station will be located a t convenient locations in each of the valet parking areas. The location of each of these valet stations is shown on the attached site map. D. Communications Each valet station will have a 2-way radio to ensure prompt communication between all locations within the overall program. These radios will be on the same frequency used by WW&A to allow interaction with property management and security, as necessary. E. Patron Waiting Times Based on the need for a parking attendant to park and retrieve every vehicle that uses the valet service, we estimate a maximum customer wait time of between 5 and 10 minutes. This time is measured from the time the customers arrives at the location to retrieve their vehicle until the time the valet returns the vehicle to the customer. F. Visitor Parkinq/Short- Term Parking In order to accommodate visitors to the project as well as those tenants who expect to park for two hours or less, the existing Visitor Lot between the two office towers will be designated for short term use only, and will be a 100% valet. All visitors and office tenants will be free to use this lot, but the parking valets will be asked to direct those patrons who expect to be longer than 2 hours to park in one of the other designated lots. The two hour parking limit will also be posted with signage. Each patron will be asked to provide his/her estimated departure time, so that the attendants can park their cars according to the departure time indicated to the attendant. Prepared by Ampco System Parking Page 10 PruneYard Construction Period - Parkina Plan G. After-Hours Access At the designated closing time each evening, the parking valets at each valet area will move any remaining vehicles with keys to a designated spot near the front of each lot. Cars dropped off by their owners at Lot 8 or Area B will be parked in Lot 8. Cars dropped off at Area A will be parked in Lot 1. The cars will be locked and the vehicle's license number along with the ticket number issued to the driver will be entered on a log. The log, along with any keys, will be taken to the security desk located in the lobby of 1999 S. Bascom Avenue where it will be signed for by a WW&A security officer. Keys for any vehicles left after the posted closing time must be picked up by the tenant (or visitor) at this location, and they must present their claim ticket as proof that the vehicle is theirs. The security officer will provide an escort for any patron back to their vehicle, upon request. H. Security The presence of parking valets in the valet parking areas creates what is known as a deterrent effect: criminals do not want to attempt to vandalize cars when there are parking attendants present, as there is a greater likelihood of their being caught, if seen. Valets who notice anyone hanging around in the areas under their control will be instructed to immediately summon WW&A security officers via 2-way radio. I. Responsibilitv for Vehicles Ampco System Parking will be fully responsible for the safety and security of every car whose driver has left its keys with one of our parking valets. Any claimed damage or loss must be pointed out immediately to the valet on duty, who will call the manager or supervisor on duty via 2-way radio to fill out an Accident/Loss report. Ampco handles all claims directly through its regional claims administrator. Once received, all claims will be handled promptly and professionally. To protect ourselves from false claims, our valets will be required to perform a quick "walk-around" inspection of every vehicle for which a claim check is issued, to note any previously existing damage. They will mark any damage noted directly on the claim check and also point it out to the driver to eliminate the possibility of misunderstandings on this important issue. This process generally takes about 10 seconds and is a quick and nearly invisible procedure. With respect to contents of the car, we ask that patrons work with us by not leaving items of obvious value in the passenger compartment, but rather, to lock Prepared by Ampco System Parking Page 11 PruneYard Construction Period - Parking Plan them in the trunk, out of sight. Our attendants require only a door key and an ignition key to perform their duties. IV. Off-Site Shuttle Service A. Service Concept A shuttle bus service will be provided to transport specified employees and officelretail volunteers to and from the designated off-site parking lot. The service will consist of a sufficient number of busses to provide a fast, efficient service to all patrons. The program is designed to accommodate up to 325 patrons per day, from the following user groups: User Group Compuware Other Tenants Retail Employees Total # of Patrons 150 75 100* 325 *Retailers have been supportive of the idea of requIring their employees to participate in the off-site shuttle service, but this figure was not used as part of the parking demand estimate originally developed as a basis for the overall plan. Use by retail employees will act as an additional "relief valve" to further increase the available supply of on-site parking. B. Areas of Service The off-site shuttle parking area will be the former Winchester Drive-In site located approximately 1.2 miles from the PruneYard. Access to the site is from Curtner Avenue and McGlincey Lane. All improvements to the site, including lighting, paving and security, will be done at the City of Campbell's direction. The shuttle bus route will be from the PruneYard on Union Avenue to McGlincey Lane to the gated access off Westchester. Maps and instructions will be provided to shuttle riders in the Shuttle Rider Information Packet as described under Section VII. "Implementation." Prepared by Ampco System Parking Page 12 PruneYard Construction Period - Parking Plan A single designated pick-up/drop-off point would be located in the existing curb cut adjacent to Tower 1. A section of the curb on the roadway adjacent to the office tower would be painted for "Shuttle Bus Loading/Unloading Only", allowing direct access to the office buildings, without having to drive into the parking lots. Quick delivery by Federal Express, UPS, etc. will also be allowed to use this area. Larger deliveries will continue to use the designated area behind Tower 2 and will be accommodated directly in front of Tower 1 One or more shuttle stops will be designated at the off-site parking area. Once the exact site is confirmed, these plans will be expanded upon. Signs will be posted to clearly identify each of the designated shuttle stops. A sample of the shuttle stop signs is included as at the back of this package. Shuttle vehicles will also be clearly marked to indicate they are part of the PruneYard Shuttle Service. C. Staffinq/Hours of Operation As noted previously, the overall parking and shuttle program will be overseen by a full-time on-site manager, who will report directly to WW&A. In this person's absence, another individual will be designated as the project supervisor, to oversee and direct the work of the parking attendants and shuttle drivers. The service will be provided from 7:00 a.m. to 11 :00 p.m., Monday through Friday. In addition, Saturday service will be provided from 11 :00 a.m. to 11 :00 p.m. if there is sufficient demand from retail employees. D. Communications The Manager, Supervisor and each shuttle bus will have a 2-way radio to ensure prompt communication between all locations within the program. These radios will be on the same frequency used by \NW&A to allow interaction with property management and security, as necessary. E. Patron Waiting Times Shuttle bus service will run every 10 minutes during peak periods and every 15 minutes during off-peak periods. The chart below shows the hour of the day, whether it is considered "peak" or "off-peak" and the frequency of service during that time. Time of Day Peak or Off-Peak Frequency of Service 7:00 a.m. - 8:00 a.m. Peak every 10 minutes 8:00 a.m. - 9:00 a.m. Peak every 10 minutes Prepared by Ampco System Parking Page 13 PruneYard Construction Period - Parking Plan 9:00 a.m. - 10:00 a.m. Off-Peak every 15 minutes 10:00 a.m. - 11 :00 a.m. Off-Peak every 15 minutes 11 :00 a.m. - 12:00 p.m. Peak every 10 minutes 12:00 p.m. - 1 :00 p.m. Peak every 10 minutes 1 :00 p.m. - 2:00 p.m. Off-Peak every 15 minutes 2:00 p.m. - 3:00 p.m. Off-Peak every 15 minutes 3:00 p.m. - 4:00 p.m. Off-Peak every 15 minutes 4:00 p.m. - 5:00 p.m. Peak every 10 minutes 5:00 p.m. - 6:00 p.m. Peak every 10 minutes 6:00 p.m. - 11 :00 p.m. Off-Peak every 15 minutes F. Securitv A uniformed security officer will be assigned to monitor the off-site lot during all operating hours. This individual will also be available to escort passengers directly to their vehicles. Depending on the exact configuration of the off-site parking area, the shuttle driver may be able to drive passengers directly to their vehicle, during off-peak hours. Shuttle drivers who notice anyone hanging around in the lot will be instructed to immediately summon WW&A security officers via 2-way radio. The shuttle parking lot will be lit during hours of darkness. G. Incentives In order to encourage patrons to voluntarily sign up for the off-site shuttle service, a number of incentives will be offered. These incentives may include: . Free car wash certificates . Random "Coffee & Danish" days . Prune Yard "Cash" Certificates . Monthly raffles The foregoing list will be further refined in the coming weeks. The intent of the program is to give us a way to offer continuous "thanks" to our patrons in exchange for the inconvenience they will bear during the construction period. This program would be open to all shuttle riders, whether Compuware, office or retail employees. Some of the incentives will be available to anyone who rides the shuttle on a particular day, while others, such as the raffles, will be open only to those who ride the shuttle a certain number of days each month. Prepared by Ampco System Parking Page 14 PruneYard Construction Period - Parking Plan We are developing a "Frequent Rider" program which will consist of a card which is stamped by the driver every time the rider gets on the shuttle in the morning. After a pre-determined number of rides, the card is exchanged for a freebie (to be determined). The card is then entered into the drawing for that month's raffle prize. Prizes being considered include TVs, VCRs, Walkmans, and gift certificates. One of the innovative aspects of the program is the plan to issue gift certificates good only at PruneYard retailers. These will have a dollar amount indicated on them and can be used just like cash at any PruneYard retailer. The retailers would redeem them each month through the Management office. This program would not only reward patrons of the shuttle service, but would provide a no cost boost to the center's retailers. Participation of the PruneYard's retail merchants is requested to flesh this idea out more fully. V. Alternative Transportation A. Car Pools - Preferred parking spaces will be provided for members of car pools. The management office Tenant Administrator will act as a commute manager for matching riders. These spaces will be located in designated areas of Lot 9, as close as possible to Tower 1. B. Bus Passes - Employees converting from commuting by private vehicle to commuting by Santa Clara County Transit will be reimbursed for the cost of the bus pass. c. Bicycles - Employees converting from commuting by private vehicle to commuting by bicycle will be eligible for incentives equal to bus fare. Additional bicycle racks will be provided in designated areas of Lot 9, where they can be seen by on-site parking personnel, during normal operating hours. Assistance with bicycle routes will be provided. VI. Construction Contractor Parking There will be limited parking for construction foremen within the fenced construction area. All other construction workers must park off-site. The general contractor will be responsible for enforcement. Violations will be subject to $50 fines and towing. Trucks entering the property from unauthorized routes will be fined $150. These financial penalties have been very successful at other properties. Prepared by Ampco System Parking Page 15 PruneYard Construction Period - Parkinq Plan VII. Implementation Once the Parking Plan has been approved, information will be disseminated to the tenants in the following ways: A. Informational Packets: 1. Shuttle rider packet, including maps and instructions; 2. On-site parking packet, including maps and instructions; 3. Car pool rider packet, including maps and instructions; 4. County Transit rider packet, including maps and information; 5. Bicycle rider packet, including maps and information B. Tenant Information Meetings C. Memos - Regular updates on any changes to timetables and other updates to the Parking Plan will be sent to all PruneYard tenants. D. Postings/Flyers: 1. Office building lobbies 2. Shuttle sites and buses E. Retail Merchants Association Meetings VIII. Parking Complaint Process All parking complaints should be made to the Management Office located at 1999 South Bascom Avenue, Suite 200. Telephone number (408) 371-4700. Fax number (408) 371-3831. A complaint form such as the attached Exhibit C can be faxed to the complainant or the information can be taken in person or over the telephone. All complaints will be logged. Each complaint requiring action will be followed up within one day or sooner. A series of complaints in regard to the same attendant or shuttle bus driver will result in dismissal. The complaint process will be handled by our Tenant Administrator. The PruneYard tenants have formed their own parking committee and will appoint a parking ombudsman. Management will provide a copy of each parking complaint to the appointed ombudsman and will work with the ombudsman to resolve each one. Prepared by Ampco System Parking Page 16 The Prune Yard is GROWING... PARDON OUR J . DUST!!! All Stores Open During Construction THE PRUNE Y ARD VISITOR PARKING ONLY 2 Hours or Less All Others, Please Enter Next Driveway 01/2~/98 ..:' . .... .~ 17 :'2': FAX _---.-.'\MPCO SV~TEM PARKING THE PRUNEYARD Courtesy ~004 ~) Operated By: ~ 3 t x3 t Attendant Assist .. After 1:00pm See Security For Ke~vs ~ 2077 Building 121lX1211 ~.~., f f.C.. THE PRUNEY ARD . ; '.. 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'<( __.c_-' ._~...,::,._,-:", .:....: '--'_'''-'=:::~.:'-_<_........'-'-.:..~.: ___.. -~ ---.. .~-.... -..-.....---..-. AVM33~:1 Ll 3lno~ 'UIlI'll" ,..h" lur....:lI1~'l ...., II ," .. 1 ,-.J" 'I' ,.r..\' \:f}I.', ~ ~bl, MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS 90 ARCHER STREET, SAN JOSE, CA 95112 PHONE (408) 453-5373 . FAX (408) 453-5390 PRINCIPALS SAM J. ZULLO RICHARD K. TANAKA PHILLIP R. SAVIO TIMOTHY R. FLEMING DAVID E. ROSS . MICHAEL J. LOHMAN January 5, 1998 ~c~\,,~o ~ \F" \\ n ,~~'O ~t.~ ~O~~." Ue\..\C 1t\fl>1\O 'Cl ...a.\t\\5 ,,0'" File No. 97084 # 22 Mr. Harold Housley Public Works Department City of Campbell 70 North 15t Street Campbell, California 95008 RE: The PruneYard - Grading Permit Dear Harold: Enclosed please find 3 sets of Grading Plans and a copy of the Geotechnical Investigation for the proposed improvements at the Prune Yard. These plans are submitted for review and issuance of a grading permit for the referenced project. Hydraulic calculations for the proposed improvements and a Site Drainage Plan were forwarded to you on December 19, 1997. If you need any additional information, please call me. Sincerely, MARK THOMAS & CO. INC. ~ mjt cc: Kheay Loke - William Wilson & Assoc. David Word - William Wilson & Assoc. TRANSPORTATION FACILITIES HIGHWAYS AND BRIDGES MUNICIPAL ENGINEERS ASSESSMENT DISTRICTS HYDROLOGY AND DRAINAGE SPECIAL DISTRICT MANAGEMENT SITE DEVELOPMENT BUSINESS PARKS SURVEYING CONSTRUCTION MANAGEMENT CONSTRUCTION LAYOUT AND INSPECTION RECEIVED FEB 06 1998 PUSL.IC AOMINIsrrfORI<S nATION CITY OF CAi\tIPBELL DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPLICATION NO(S): ADDRESS: (HE ?(Z.v~\E~Am Instructions: This checklist provides advance notification to applicants of the City of Campbell's fmal on-site grading and drainage plans and submittal requirements. Using this checklist will expedite your application through the City's review process. Prior to submitting a final on-site grading and drainage plan list to the City Engineer, please place an "X" in the space to the right of each item below to indicate you have complied, place "N/A" to indicate that the particular item does not apply. Review applicable sections, which are referenced in parentheses, before checking off each item. SEAL AND SIGNATURE OF ENGINEER OF WORK. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AND COMPLETION OF THIS CHECKLIST AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSION CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. " ~'-), L JJ L.U) -z..,I 4/ 'f~ Prmted --:",%-~_,__-<"tt'v' /,.0'. ./ !53:.....'........:..,~'.A...:...................... '_.:.".".~.",'" - .., "-- ~,\ ',,:.0 :.. (.:.,~,\ RCE#~ Expiration Date "2o/J , " _,_, S ': -'1 \j(~.F.........,.,A.'....' ,r)... ...'.>.!j....'.:/: .:r/ ,,~-'?:~c___',::' -',,'(' ~~~.: ("'- (, " - ~ \' . '-' '~~....>,' CITY ITEMS OK N/A COlVIMENTS I. GENERAL 1. Applicable General Notes included. '/-... 2. 24" X 36" sheet size used, including borders. f. -1- CITY ITElVIS OK N/A CO lVIlVIENTS 3 Title Block/scale/north arrow shown. f-.- 4. Plans capable of microfIlm reproductions - minimum X 1/8 inch lettering. 5. Engineer's name, number, expiration date and .~ signature included. 6. Vicinity Map shown (must be microfilmable). f.... 7. Sheet Index and key map included for 3 or more I- sheets. 8. Cross sections as needed for clarity. ';( 9. All adjacent streets labeled correctly. ~ 10. Reference to City benchmark. JZ. II. Property lines and existing/proposed easements ~ shown. 12. Streets dimensioned (existing right-of-way, K pavement, curb, gutter, sidewalk. and parkways). 13. Adjacent properties labeled as to use. i.. II. GRADING 14. l' contour lines (existing and proposed). '^' 15. Existing and proposed building locations and pad .'A. elevations . 16. Proposed elevations at high points, grade breaks, and .~ other significant locations. 17. Finished grade elevations at building corners. ^' 18. Lot corner elevations and the elevation at the high X point in the yard. 19. Side and rear yard topography extending a sufficient distance beyond property line (20' minimum) to ^ determine that proposed grading will not impede existing drainage patterns. 20. Existing and proposed fences or retaining walls. X- 21. Quantities of cut and fill in cubic yards. '^' -2- CITY ITEMS OK N/A CO~Th'IENTS 22. Lots numbered and dimensioned per fmal map. X 23. Grading conforms to approved preliminary plans. /<. 24. Sufficient elevations on adjacent parcels must be indicated to demonstrate that proposed grading will f- not impede existing drainage patterns. ill. DRAINAGE 25. Location and elevation of overland release to public 'A storm system shown. 26. Roof drainage outlets shown. ~ 27. Interior drainage facilities identified (catch basin, ^ pipes, swales, etc.). 28. Size, grate elevation and invert elevation of all inlets ^ shown and cross section of drainage swales shown. 29. Pipe materials, slopes and sizes shown. ^' 30. Channelization of flows to adjacent properties will X not be allowed. 31. Construction of french drains will not be allowed. f. 32. Sheet flow across public property will not be f- allowed. IV. NOTES 33. All grading shall comply with Chapter 33 and X. Section 1806.45 of the 1994 Uniform Building Code. -3- v. SEAL OF ENGINEER OF WORK 34. Seal of Engineer of Work shown on plans as follows: SEAL OF ENGINEER OF WORK: I hereby declare that I am the Engineer of Work for this project, that I have exercised responsible charge over the design of the project as defmed in Section 6703 of the Business and Professions Code, and that the design is consistent with current standards. The design shown hereon is necessary and reasonable and does not restrict any historic drainage flows from adjacent properties nor increase drainage to adjacent properties. I understand that the check of project. drawings and specifications by the City of Campbell is confmed to a review only and does not relieve me, as Engineer ~ my responsibilities for project design. Date Firm Address Telephone .... L. L .- RCE n-L..$2.c Exp. ~ I j:\fonns\grdchk2 Rev 6/6/97 -4- ;<. ?fiX; PLAN> STORM WATER POLLUTION PREVENTION PLAN FOR THE PRUNEYARD CAMPBELL,CALIFO~ PREPARED FOR: WILLIAM WILSON ASSOCIATES February, 1998 ~: ,," .-~ " ,- TABLE OF CONTENTS SECTION PERMIT SECTION PAGE 1.0 INTRODUCTION 14. 1 2.0 SITE DESCRIPTION 1 2.1 Nature of Fill Material and Existing Soil Data 5. c. vii. 2 2.2 Construction Site Size, Percentage Impervious, and Runoff Coefficient 5.e. 2 3.0 POTENTIALSOURCESOFPOLLUTANTSINSTO~ WATER DISCHARGE 2 3.1 History of Toxic Materials at the Construction Site 5.c.i. 2 3.2 List of Pollutants Likely to be Present in Storm Water Discharge 5.d 3 4.0 CONTROL PRACTICES TO REDUCE POLLUTANTS IN STO~ WATER DISCHARGES 5 4.1 Construction Storm Water Management controls 5.c.ii.-vi. 5-8 4.2 Erosion and Sedimentation Controls 6. 8 4.3 Post-Construction Storm Water Management 8. 9-10 5.0 NON-STORM WATER MANAGEMENT 7. 10 6__Q. WASTE MANAGEMENT AND DISPOSAL 9. 11 7.0 MAINTENANCE, INSPECTION, AND REPAIR 10. 11 8~0 TRAINING) 15. 11 , '-- 9.0 LIST OF CONTRACTORS/SUBCONTRACTORS 12. 12 10.0 PREP ARER 15. 12 11.0 COPY OF NOI 5j 13 12.0 SITE MAPS 5.a.,5.b. 14 1.0 INTRODUCTION The Pruneyard, an existing shopping and office complex, is proposing to construct an additional office tower and a parking garage. Construction of the project will involve demolishing an existing parking lot and redocating existing underground utilities, both will require the use of heavy equipment, and handling of a large variety of building materials. Storm water runoff may be affected by project grading, foundation construction, structural work, and building finishing. Storm water may also be affected by post-construction activities related to occupancy of the buildings and. human activities at the site. William Wilson & Associates (the managing agent of The Pruneyard), has prepared this Storm Water Pollution Prevention Plan in conformance with the Californi~ NPDE~ ?en~.~~ Water Discharges associ~ted with ConstructIOn ACtiVIty' (ConstructIOn Pe:r:rn~for the proposed ProJect. The Pruneyard, filed a Notice-ofTriteriTV'fOI) requesting permit coverage for this project in February 1998. This SWPPP incorporates Best Management Practices (BMPs) which are intended to reduce the amount of pollutants contained in storm water runoff, both during and after construction, from the project. These BMPs will address the specific conditions and potential pollutant sources at the site. Construction at The Pruneyard site will be done in two phases. Phase 1 will be primarily utility relocation and will start in February 1998. Phase 2 will be the construction of the new parking garage and is scheduled to begin in April of 1998. Phase 1 construction is scheduled to last two to four months and Phase 2 is scheduled to last 24 months. This SWPPP will be maintained and updated on-site throughout the construction process by the Contractor as required to meet the construction practices beginning on November used on-site. Following completion of construction, the SWPPP will become the responsibility of The Pruneyard. Under Section 308(b) of the Clean Water Act, this SWPPP is considered a report that shall be available for review to either the Regional Water Board or directly to the requester. Please-..nete-that this SWPPP is organized in a slightly different fashion than the ....-- /-Construction Pel1Ilit, _Please refer to the Table of Contents to identify where each peniiii section is addressed within this report. 2.0 SITE DESCRIPTION The project site is located west of Highway 17 in the City of Campbell, California. The project site is a roughly rectangular, bounded by Campbell Avenue on the south, Highway 17 on the west, Los Gatos Creek and Private property on the north, and Bascom A venue on the east. At the time of our investigation the site was an existing parking lot. C:\DA T A IMSWORDIPDSWPPP97083.DOClby unIT 10/8/97 2.1 NATURE OF FILL MATERIAL AND EXISTING SOIL DATA (Permit Section 5. c. vii.) A soils report prepared in July, 1997 by Treadwell & Rollo describes the nature of these soils. A copy of this report is retained on site. Soil shall be imported to the site. The imported soil shall be clean from all hazardous materials. 2.2 CONSTRUCTION SITE SIZE, PERCENTAGE IMPERVIOUS, AND RUNOFF COEFFICIENT (Permit Section 5. e) The Pruneyard Office and Shopping comples is approximately 27 acres. The construction is limited to approximately 6.5 acres in area. Currently the site is developed. The existing percent impervious is approximately 95% and the runoff coefficient is 0.9. It is estimated that the post-construction percentage of area that is impervious will remain the same at 95% and a coefficient of 0.9. 3.0 POTENTIAL SOURCES OF POLLUTANTS IN STORM WATER DISCHARGES Potential sources of pollutants in storm water discharges from construction of the The Pruneyard Office Tower and Garage to stockpiling of materials on the site and construction activities. 3.1 HISTORY OF TOXIC MATERIALS AT THE CONSTRUCTION SITE (Permit Section 5. c. i.) No toxic materials are known to have been treated, stored, disposed, spilled, or leaked in significant quantities onto the construction site. Toxic materials includes toxic chemicals, listed in the Code of Federal Regulations (40 CFR 372), requiring reporting on EP A Form R; and no oil or hazardous substances in excess ofreportable quantities as specified in 40 CFR 10, 117, and 302. Land use at the site is currently open space. Historically, the land to be constructed on has been a parking lot for the last 25 years, prior to that, it was open field. 3.2 LIST OF POLLUTANTS LIKELY TO BE PRESENT IN STORM WATER DISCHARGE (Permit Section 5.d) Table 1 on the next page lists potential pollutants that may be used during construction. Since some of these materials may be used outdoors at the site, there is a potential that some of these materials may be present in storm water discharge in significant quantities. The contractor shall identify the products to be present and prepare a list of required additional controls for the materials and attached to 2 C:\DATAIMSWORDIPDSWPPP970S3.DOClby tmfT IO/S/97 this SWPPP. The revisions to the SWPPP will be submitted to the City and the State Water Resources Control Board. Table 2 on the following page lists major source areas and activities for pollutants that have potential to contribute to storm water pollution at the The Pruneyard construction site, associated pollutants, and pollutant controls. The proposed BMPs for each source/activity area described in detail in Section 4.0 of this report. The contractor shall modify or implement control measures in this report and on the site as required based on the materials used. 3 C\DA TAIMSWORDIPDSWPPP9708J.DOClby ImfT 1018197 Category Adhesives Cleaners Plumbing Painting Woods Masonry and concrete Floors and walls Remodeling and demolition. Air conditioning and heating Yard operation and maintenance Landscaping and earth moving Materials storage TABLE 1. SWPPP Construction Site Pollutant Checklist Product Adhesives, glues Resins and epoxy synthetics Caulks, sealers, putty, sealing agents Coal tars (naphtha, pitch) Polishes, (metal, ceramic, tile) Etching agents Cleaners, ammonia, lye, caustic sodas Bleaching agents Chromate salts Solder (lead, tin), flux (zinc chloride) Pipe fitting (cut shavings) Galvanized metals (nails, fences) Electrical wiring Paint thinner, acetone, MEK, stripper Paints, lacquers, varnish, enamels Turpentine, gum spirit, solvents Sanding, stripping Paints (pigments), dyes Sawdust Particle board dusts (formaldehyde) Treated Woods Dusts (brick, cement) Colored chalks (pigments) Concrete curing compounds Glazing compounds Cleaning surfaces Flashing Drywall Tile cutting (ceramic dusts) Adhesives. Insulation Venting systems Dusts (brick, cement, saw, drywall) Insulating Coolant reservoirs Adhesives. Vehicle and machinery maintenance Gasoline, oils, additives, diesel fuel Marking paints (sprays) Grading, earth moving Portable toilets Fire hazard control (herbicides) Health and Safety Wash waters. (herbicides, concrete, oils and greases Planting, plant maintenance Excavation, tilling Masonry and concrete · Solid wastes (trees, shrubs) Exposing natural lime or other mineral deposits Soil additives Revegetation of graded areas Waste storage (used oils, solvents, etc.) Hazardous waster containment Raw material piles Pollutants Phenolics, formaldehydes Phenolics, formaldehydes Asbestos, Phenolics, formaldehydes Benzene, phenols, naphthalene Metals Metals Acidity/alkalinity Acidity/alkalinity Chromium Lead, copper, zinc, tin Copper Zinc Copper, lead VOC's Metals, Phenolics, mineral spirits VOC's Metals Metals BOD Formaldehyde copper, creosote Acidity, sediments Metals Asbestos Acidity Copper, aluminum Dusts Minerals Asbestos Aluminum, zinc Asbestos Freon Oils and grease, coolants Benzene & derivatives, oils and grease Vinyl chloride, metals Erosion (sediments BOD, disinfectants (spills) Sodium arsenate, dinitro compounds Rodelnticides, insecticides Pesticides, herbicides, nutrients Erosion (sediments) BOD Acidity/alkalinity, metals Aluminum sulfate, sulfur Fertilizers Spills, leaks Spills, leaks Dusts, sediments . See above categories Note: VOC = Volatile organic compounds, BOD=Biological oxygen demand due to the use of oxygen by decomposing materials. 4 C:\DATAIMSWORDIPDSWPPP97083.DOClby tmtT 10/8/97 Checkl ist x x x x x X X X X X X X X X X X X X X X X X X X X X Source Area or Activity Potential Pollutants TABLE 2. POLLUTANT SOURCES AND PROPOSED CONTROL MEASURES Control Measures CONSTRUCTION PHASE: Concrete Truck Wash Area Construction Materials Acidity/Sediment All pollutants listed in Table 2. Vehicle and Equipment Storage, Maintenance Areas Waste Storage Areas Oil and grease, coolants, sediments All pollutants listed in Table 2. Project Grading Sediment Small Quantities of Partially Used Materials throughout Site (during construction) POST-CONSTRUCTION PHASE: Streets Sidewalks All raw materials Oil and Grease, Metals, Sediment Runoff Volume, Oil & Grease Washout Pit Earthen Berms, Secondary Containment, Impervious Covers Earthen Berms, Drip Pans, Absorbent Materials Earthen Berms, Secondary Containment, Covered Dumpsters Silt Fences, Straw Bale Dikes, Earth Dikes, Silt Basins, Gravel Construction Entrances, Hydroseeding, Straw and Tack Treatment Employee Training Silt Traps, Painted Storm Drain Inlets Pervious Concrete where possible 4.0 CONTROL PRACTICES TO REDUCE POLLUTANTS IN STORM WATER DISCHARGES This section of the report describes BMPs necessary to control pollutant sources associated with handling and storage of construction materials and equipment; site grading activities; and, post-construction runoff from newly developed areas. 4.1 CONSTRUCTION STORM WATER MANAGEMENT CONTROLS Construction storm water management controls are essentially good-housekeeping practices that will be used at the The Pruneyard project site for minimizing the contact of storm water with pollutants. The following measures will be implemented at the The Pruneyard construction site: 4.1.1 MANAGEMENT PRACTICES EMPLOYED TO MINIMIZE CONTACT OF CONSTRUCTION MATERIALS, EQUIPMENT, AND VEHICLES WITH STORM WATER (Permit Section 5. c. ii.) The purpose of this section is to provide management practices to minimize the potential contact of construction materials, equipment, and vehicles with storm water as required by the State Water Resources Control Board. 5 C:\DA T A IMSWORDIPDSWPPP97083.DOClby tmlT 10/8/97 A. Construction Materials All construction materials shall be stored at a high area within the site, and not adjacent to any low points, swales or grates. Any materials which will contaminate storm water runoff when exposed to rain shall be covered with plastic sheeting during periods of rain. Any liquid materials stored on site shall be stored properly within their containers and not used in exposed areas during periods of rain. Care shall be taken to avoid any spills of any solid materials which will dissolve in water, or liquid materials which will be carried away with storm runoff. Any accidental spills which may occur during construction shall be properly mitigated to the point where contamination of storm water runoff during periods of rain is not possible. B. Construction Equipment All construction equipment utilized on the site shall be properly maintained. Petroleum distillate fueled and lubricated equipment shall be properly maintained to prevent leakage of such materials. Servicing of such equipment shall be performed in such a manner that all petroleum distillate materials do not come into contact with the ground and shall be disposed of properly offsite. Any soils or other exposed materials accidentally contaminated during equipment failure, servicing, or repair, shall be removed from the site and disposed of properly offsite. If removal of contaminated soils or other materials is not possible due to the presence of rain, a 6" deep trench shall be excavated around the contaminated area and the trench drained in such a manner that storm water will not come in contact with the area, and the entire area will be covered with plastic sheeting during periods of rain. After the rains have ceased, the contaminated material shall be removed and properly disposed of offsite. Toxic materials including, but not limited to, paints and solvents, shall be handled with care so as not to contaminate exposed soils or other construction materials. Any accidental spills shall be mitigated per the procedure outlined in paragraph A above. C. Vehicles Vehicles shall be properly maintained to prevent leakage of petroleum distillates, anti-freeze, or other vehicle fluids. Any vehicles which are leaking such materials shall be immediately repaired and any 6 C:IDA T A IM5WORDIPD5WPPP97083.DOClby lmfT 10/8/97 contaminated materials protected and removed per the procedure outlined in A. and B. above. This applies not only to passenger vehicles, but to construction equipment such as scrapers, dump trucks or other equipment. Care shall be taken during on-site refueling of such vehicles to prevent spills of fuel. Any accidental spills shall be handled per the procedure outlined in paragraphs A and B above. 4.1.2 CONSTRUCTION MATERIAL LOADING, UNLOADING, AND ACCESS AREAS (Permit Section 5. c. iii.) In accordance with the State Water Resources Control Board Requirements, construction material loading, unloading, and access areas shall be described herein. The material loading, unloading and access area will be in the construction staging yard. Any materials which can contaminate storm water runoff are to be protected from rain with plastic sheeting or other means to prevent the materials from coming in contact with storm water runoff. The location for storing said materials shall be on higher ground away from catch basins and/or swales. Similar materials temporarily stored elsewhere on the site to be adjacent to the immediate area of work shall be protected in a similar manner. 4.1.3. EQUIPMENT STORAGE, CLEANING, AND MAINTENANCE AREAS (Permit Section 5. c. v.) The equipment storage, cleaning, and maintenance area shall be located in the construction staging area. The procedures outlined in 4.1.1. above shall be followed for these operations. Any cleaning which will result in petroleum distillates, solvents, or other toxic substances contacting with the ground, shall not be performed on the site. If any materials do contaminate the soil, the procedures in 4.1.1. above shall be followed. 4.1.4 ON-SITE STORAGE AND DISPOSAL OF CONSTRUCTION MA TERIALS (Permit Section 5. c. v i.) On-site storage of construction materials shall be performed in accordance with 4.1.1. above. No construction materials which can potentially contaminate the site storm water runoff shall be disposed of on the site. This includes, but is not limited to, all paints, solvents, and other similar materials. Disposal of construction materials shall be performed offsite in accordance with local, state, and federal regulations. All waste construction materials which could contaminate storm water runoff shall be removed offsite and properly disposed off. Construction dumpsters or 7 C:\DATAIMSWORDIPDSWPPP97083.DOClby tmfT 10/8/97 other containers utilized for storing waste materials shall be watertight and covered so wind will not blow debris out of dumpsters and that rain cannot mix with any potential pollutants and mix with storm water runoff. 4.2 EROSION AND SEDIMENTATION CONTROLS (Permit Section 6.) All areas not tributary to the proposed onsite storm drain system, or areas which will drain to the surrounding streets without being captured by the site storm drain system, shall be either landscaped in accordance with the site landscape plans, or shall be mulched or straw stabilized if disturbed during construction during the rainy season. If areas are disturbed which are in the process of being landscaped or constructed during the rainy season, the downslope limits of the areas shall be bounded with silt fence or hay bale dikes to screen the storm runoff. All storm drain inlets that are in operation during construction or are within the City street adjacent to the construction site that may be affected by the work, shall be protected with hay bale dikes or silt fences per the details included herein. If the inlets are not utilized during the rainy season, they shall be sealed to prevent water from entering them. After each rainfall, the hay bale dikes/silt fences shall be inspected and repaired if necessary. If silt accumulation has occurred which compromises the functioning of the hay bale dikes/silt fences, the silt shall be removed and deposited in a location which will not result in storm water contamination. CONTROL PRACTICES The onsite inlets shall be protected through the use of silt fences or hay bale dikes to screen the storm runoff and remove sediments. If the site areas not tributary to the onsite storm drain system have not been mulched or landscaped or do not have existing vegetation, hay bale dikes or silt fences shall be installed along the downslope sides of the disturbed areas. CONTROL PRACTICES TO PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS During construction, a minimum length of 50' of 2"-3" coarse aggregate 6" thick, shall be installed from the existing driveway approaches into the site for the width of the traveled way. All site construction traffic shall enter and exit the site over the coarse aggregate. Dirt or other materials that are deposited on the roadway surface from any other construction operations shall be swept from the roadway surface and properly disposed of promptly at the end of each work day. CONTROL PRACTICES TO REDUCE WIND EROSION 8 C:\DA T A IMSWORDIPDSWPPP97083 .DOClby tmfT 10/8/97 " I,; '!j,~tl (r ,. Any site soils or other materials which are disturbed shall be adequately watered during and after construction operations to prevent dust from becoming airborne in accordance with local dust control ordinances. 4.3 POST-CONSTRUCTION STORM WATER MANAGEMENT (Permit Section 8.) ii' I ;' ( After construction is complete and all buildings, parking lots, walkways and landscaping have been installed, the potential for contamination of storm runoff should be minimal. However, certain preventative maintenance practices ,-sh6uW be employed by the facility operator to prevent contamination. /." I~------ ,/ ~ All potential toxic materials utilized on the site in the cours~ normal ~(~ operation including, but not limited to, cleaning materials,ypaints,..50lv"ents, .J fertilizers, and other materials, shall be disposed 6r~~ and not be // (~~/ ,,:. allowed to be exposed to rain. If any spills occur of sue materials, they shall~y'.' be cleaned up and removed from exposure to rain, either through use as !/:dfy . originally intended, or through proper disposal offsite. /'~; j ". . fI". ,-. . ;/. / I' ..; /.~. 'I ,. /i (J1L. Any vegetated or landscaped areas which become denuded during the normal . course of use or during repair of other facilities shall be repaired to prevent erosion of the material. ; r' 4.3.1 tT~;~ and<!~.arnte~~.s~) of the facility shall be accomplished by maintenance ~el oftneThe Pruneyard. The inspection of the site shall.. be carried ou(~'the begilming of the..r..a.in. y., se...~so.n a...n. d.... aft.,.~r.'~:.~-~_e.:,ry,. ra...in. Ta~.. ../ that causes sIgmficant runoff at the sIte/~I~$: /~/'::Y1_/4-- "-?7:-;;;.~-;/1.,/,- SITE PLANNING CONTROLS, Ac-:/'Y/(I ../~,/-,,/,r /~;A<:';+ Impervious Area Reduction The parking lot count has been set for this site at the minimum required for the /esent use. Education Program The prevention of contaminate entering the storm drainage system will depend on the knowledge of the use of the possible contaminant. The.P~al'd~t~9~ .c..-ttrnt a "Pollution Prevention Education Progra '. ,wIll established at i e SIte . to describe what are possible contaminants and proper handling of these materials. Trash and Litter Control L 1/ / /4 Y 1 "'. if,. 'I" ! "~.//1" . . f / '~ F' .I.. '/ -1/';1.'.. /J >>./...... :'. /. 11..."'/...110." ..... ..{ iY' .-/. ! . /11/ 1'1, ,.' f /1/, /'v...... ..1 1.;'/:;'"' ,'" , ./;; ,'(" 1 ) 9 C:\DA T A IMSWORDIPDSWPPP97083.DOClby tmfT 10/8/97 r-- The property own~ shal aintain the site in a clean and orderly fashion. All t~~J.l and litter sha1i b ollected immediately and properly fisposed of. /. Pavement Sweeping /] ~'.IA)_ "I j)/J;Ifi . /' / / 1)J1~}/ \ . ...) ^ ,1 ,\ The site owner sha:n~ch~~.._a/regul~.......v~ lot pavement sweeping. The .,---- 'Ii ,VYI\' I, scheduled sweeping shall include a time prio0O'the season ~ the fIrst flush of (7P ;ViI' \ :::f:~intenance " ~ c ~ j;~~bJ/IA\ ~J~ ) The site owner ~cle~the ~ite storm.lun inlets. The cleanout J shall include silt, debns and leaves. Landscape Fertilizer and Pesticide Application Controls / ~/ f' .... The site 9wnerj sh~'fertilizer a.nd. pesticides in ac~~~~.!O the manufacturhJeC~i1cl~ons. The applIcatIOn shall use themImmum aiiltount necessary to meeLthuit'e conditions and requirement~'l L' '----.,., Inlet Stenciling I d V) .''' ,. The pollution can be prevented from enteri~ tK; system if thip~;;~i<1umping contaminates can be alerted that the storri system drains to the--oay and is not intended for material disposal. Tlif~~)one bY$t~nc1l1i1[lhe inlets with a note informing a person of the effects of the dumping. {A'standard stencil has been used by many local cities). .newly..onsIDlcted stormcll:'Ciin inlets constructed with this project shal1 be ste Ie 0 Dumpine Drains to Bay."-') NON-STORM WATER MANAGEd;{ff1f,errnit ~e~ri~n-~)~- \ 1 :f. ;/ .. .j ./ ~on~storm)water management at the The Pruneyard construction site involves prevention of contamination in runoff associated with ,.~ sp~d for dust, " i control and irrigation. Non storm water discharges will beminimiJi f~ /.ltvt; project site. Care will be taken when watering for dus~,~~!?:!!:.ol not to use t ,,',." mU9~t~r, thereby causing runoff and erosion. Also-~rip irrigatiqn) systems il (, be Instane~ where possible for watering landscaped are'al<Yiiiinimize irrig on runoff. uPon completion of the drinking water piping system, all pipes will be' flushed with super-chlorinated water. The effluent from this activity ~'7bo/""ttl!Ylvl discharged to the sanitary sewer. '\..~ I I ), ,~y 5.0 1\' it ' , ~. 'f . I iU \ II, " ",if , /1) lUi v 6.0 WASTE MANAGEMENT AND DISPOSAL ((Permit Section 9.) 10 ( . C:\DATAIMSWORDIPDSWPPP97083.DOClby tmfT 10/8/97 ( , /, t ' /. ,..\'-' / :,,) ,: \(1 1 \,1: ,IiI' \, r'\ ,,\11 \ I. ....", ~i I \ ) 'J All wastes (including waste oil and other equipment maintenance waste) shall be disposed of in compliance with Federal, State, and local laws, regulations, and ordinances. Refer to Section 4.1.4 for a complete discussion of waste management at the The Pruneyard construction site. 7.0 MAINTENANCE, INSPECTION, AND REPAIR (Permit Section 10.) t4-- the storm water polluf control measures discussed above relate to(practi ,) some a.re~Qtugl~ly (~puI'alcontrol" which, to function properly, reqUIre ongoing insp~1iQnj/maint~IlaIlG~ 'and repair.' Table 4 below outlines procedures to ensure that all grade surfaces and storm water management measures identified within this SWPPP are maintained in good and effective condition and are promptly repaired or restored. '/ " '-c' }</" \' '" ;---- .c-........... TABLE 4. MAINTENANCE, INSPECTION, AND REPAIR OF CONTROLS '\ Controls Inspection Frequency Maintenance/Repair Measures Soil stabilization, Grade Surfaces Silt Fences Monthly and after storms Regrade and reapply seed, straw and tack as necessary Replace tom sections, remove piled up debris, re-key bottom of fence Replace straw bales as necessary. Regrade any eroded areas on berm upstream face, remove accumulated debris Monthly and after storms Hay Bales Diversion Berms Weekly and after storms Monthly and after storms 8.0 TRAINING (Permit Section 11.) Prior t~'-;tart~p:-:--'all employees and subcontractors will participate in a storm water training workshop. The workshop will cover basic storm water information, the requirements of the general permit and the SWPPP. Specifically, the workshop will focus on implementation, inspection and maintenance of storm water controls. All new employees and subcontractors will he~~y staff familiar with the above topics before they will be permitted to work on the site. The construction training shall be done by the gpernrconfra~ The post development training shall be done by The Pruneyard:--- ,,, 9.0 LIST OF CONTRACTORS/SUBCONTRACTORS (Permit Section 12.) The i~Iel11entaDon of this SWPPP will be the responsibility of the General Contr~ctof-rorthe project and project subcontractors who are listed as follows: (to be completed by G.C.) General Contractor: WEBCOR BUILDERS 11 C:\DA T A IMSWORDIPDSWPPP9708J,DOClby tmfT 10/8/97 Subcontractor: MJB Construction Subcontractor: Rosinden Electric Subcontractor: Gayle Manufacturing Subcontractor: Pacific Erectors Subcontractor: Walters & Wolf Subcontractor: Douglas Ross Construction 10.0 PREP ARER (Permit Section 15.) I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel prepared the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for preparing the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. ~, -----'--- /~ ---~-" / ) " ~, --.-.-- -------,-- David Word Pruneyard Associates, LLC ______, ___,"c, ...,', o "~-~-'~-...'t. , , Position:""___ 12 C:\DA T A IMSWORDIPDSWPPP97083,DOClby tmfT ) 0/8/97 ll.O COPY OF NOI The following is a copy of the NOI that Was filed in obtain coverage under the State General Construction Activity Permit for the The Pruneyard Office and Parking Garage Project. 13 C:\DA T A IMSWORDIPDSWPPP97083,DOClby lmfT 10/8/97 , 1998 to Storm Water 12.0 SITE MAPS SWPPP MAP NO.1 Map Source. This map was created for use as the base map for the grading. Information Contained: (Permit Section 5. b. viii) - Project Grading and Drainage Plan 14 C:\DA T A IMSWORDIPDSWPPP97083 ,DOClby ImfT 10/8/97 Bascom Avenue · ; D c "'.\ ; < Q) : "\,~ "=0 0 ~ '>'~ L l ;;>Ino~ ;;>IOIS z _. ~ ot:: 0::2 <(0: >-W We.. 5" o:z a. 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"-., ~-1-,9 r p , \\/ \ \ January 29, 1998 CITY OF CAMPBELL Mr. David Word Pruneyard Associates, LLC 1999 S. Bascom Avenue Campbell, CA 95008 Public Works Department RE: Pruneyard Office Tower and Parking Garage Development (S 97-20/SDP 97-01) Dear David: I have reviewed the Conditions of Approval for the above referenced project as they apply to the requirement that Pruneyard Associates; LLC enter into a Street Improvement Agreement (SIA) with the City for the extension of Campisi Way. I have also consulted with the City Manager, City Attorney and Community Development Director regarding the City's understanding regarding the timing for approval of the SIA by the City Council. It is the City's understanding that approval of the SIA by the City Council should be considered a condition precedent to the issuance of building permits for your project, as is the case for most of the major conditions of approval. I anticipate having a draft Street Improvement Agreement available for your review by February 13, 1998, prior to your departure for your planned vacation the week of February 16 through 20, 1998. Should we be able to complete negotiations on the SIA by Friday, March 6, 1998, approval of the agreement could be scheduled for the March 17, 1998 regular City Council meeting. As approval of an interim parking plan by the City Council is also a condition precedent to issuance of building permits by the City, it would be desirable to proceed to the City Council with both the SIA and the parking plan concurrently. In order for staff to have adequate time to review your parking plan and meet Council agenda preparation deadlines, it is recommended that you submit your parking plan to the City by Friday, February 20, 1998. You may wish to discuss this schedule in more detail with the Community Development Department. I will be out of the office on Thursday, January 29 and Friday, January 30, but can be reached through my Secretary, Marlene Pomeroy, if necessary. Otherwise, I will give you a call on Monday, February 2 to answer any questions that you might have. Sincerely ~ ~4 Robert Kass 7./? 4C Public Works Director cc: Bernard M. Strojny Steve Piasecki Bill Seligmann 70 North First Street' Campbell, California 95008,14:23 ' TEL 408,866,:2150 ' FAX 408,376,0958 ' TDD 408,866.2790 , ~ /:?~ 5>t3:;j-c-C/7? ~/~"./rL//7("" yud SERVING RESlo€NTS OF CITY OF CAMPBELL TOWN OF LOS GATOS CITY OF MONTE SERENO CITY OF SARATOGA UNINCORPORATED AREA WEST VALLEY SANITATION DISTRICT OF SANTA CLARA COUNTY City of Campbell Public Works Department Attn: Mr. Harold Housley 70 North First Street Campbell, CA 95008 f:TE2C~ ,IV~ JAI( 2 'D P:tJJa B 1991' ~o~l.:/c . (J V:f.1.$l~-o1'il 1:/ ,...' 41(.0 ,....!I~ January 27, 1998 Re: Proposed commercial development at Pruneyard Shopping Center, APN 288-04-011, Campbell Dear Mr. Housley: This letter shall act as a "will serve" letter for the proposed garage and office tower on the property referenced above. The District has reviewed a preliminary map showing the proposed construction. The District has no objections to the proposed site improvements. Please note that the six-inch sewer installed for the new office building will be treated as a private lateral and will not be maintained by the District. Prior to issuance of a District sewer connection permit for the new connection, any applicable connection fees must be paid to the District. If you have any questions, please contact our office. Very truly yours, Robert R. Reid District Manager and Engineer ~~ by: Devin Conway Junior Civil Engineer cc: Tom Lis, Mark Thomas & Co. 100 East Sunnyoaks Avenue, Campbell, California 95008-6608 Tel: (408) 378-2407 Fax: (408) 364-1821 PRUNEY ARD DEVELOPMENT MEETING AGENDA Thursday, October 2,1997 2:30 P.M RALPH DOETSCH ROOM ~' STATUS OF PROJECT STUDIES ~ Traffic Study: Completion of traffic scenarios by City Traffic Engineer v< Noise Study: Additional noise analysis; Review of new by consultant for . /.' compliance with CEQA-Minimum standards . v.. Air Quality-Traffic generation thresholds. /7a:J f/fJ; o Campisi Way extension-Land/Construction Estimate-Contract executed 9/23/97 -Completion date 10/14/97- Seeking earlier verbal estimate L~ J"/j v/'n. ENVIRONMENTAL ASSESSMENT/ &~;.,' . Consultant Selected-David Powers and Associates . Signed contract 10/2 . 3 Week completion date 10123?-Subject to all studies completed vtrr. ARCHITECTURAL DETAILS . Garage Design-Landscaping emphasis . 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N C") V 0 X<CLL~ .0 . c...; c...; -<i -<i -<i -<i :i ~E"'" N C") C") It) Cl)Z .) MEMORANDUM TO: Gloria Sciara, Project Planner CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT /" ,/ DATE: }J22797 FROM: Michelle Quinney, City Engineer //'~ Harold Housley, Land Development E)lgi'ii~er ;TY /' ./ P~97-52 ,/1'919 South Bascom Avenue William Wilson and Associates New 120,000 SF 6-story office tower, new 3-level parking garage, and 54 room addition to the existing Pruneyard Inn. RE: APPLICATION NO: ADDRESS: APPLICANT: PROJECT DESCRI~T10N: DISCUSSION: All of the existing off-site public improvements have been recently installed and generally comply with City standards. The owner and City agreed, however, that bus duck-outs would be installed on Bascom Avenue and Campbell Avenue as part of this proposed phase of development. A traffic study will also be required, as stated in the attached memo from the City Traffic Engineer. The study could result in requirements for additional on and off-site improvements. The proposed parking garage appears to conflict with the City's storm drain easement on ~he west side of the structure. I I PUBLIC WORKS EPARTMENT COMMENTS AND PRELIMINARY CONDITIONS OF APPROVAL ARE A T ACHED: i) )J f1C] L,D Page 1 of 3 PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL FOR FILE NO. PA 97-52 SITE ADDRESS: 1919 South Bascom Avenue APPLICANT: William Wilson and Associates Standard Street Improvements: Prior to issuance of any building permits for site, the applicant shall cause plans for public improvements to be prepared by a registered civil engineer, pay fees, post securities and provide insurance necessary to obtain an encroachment permit for construction of the improvements, as required by the City Engineer. The plans shall include the following: . Bus duck-outs on Bascom Avenue and Campbell Avenue. . Improvements pursuant to the findings of a Traffic Study. Grading and Drainage Plan: Prior to issuance of any grading, drainage or building permits for the site, the applicant shall conduct hydrology studies, as necessary, prepare an ENGINEERED grading and drainage plan, and pay fees required to obtain necessary grading permits, as required by City Engineer and Building Division. The plans shall comply with the 1994 edition of the UBC including Chapters 18, 33, and Appendix Chapter 33. The proposed plan must be compatible with the City's existing 20' drainage easement for the future storm drain. Master Drainage Plan: Prior to issuance of any grading or drainage plans, the applicant shall provide and updated Master Drainage Plan as required by the City Engineer. Traffic Mitigation: Prior to issuance of building permits for the site, applicant shall satisfy the following traffic mitigation measures: . Provide a current traffic study in accordance with the requirements of the City Traffic Engineer's memo dated Underground Utilities: All new on-site utilities shall be installed underground per Section 20.36.150 of the Campbell Municipal Code for any new or remodeled buildings or additions. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility company. Applicant shall submit a Utility Coordination Plan and Schedule for approval by the City Engineer for installation of all utilities. The Plan shall minimize the damage to all public facilities. 'l < :rentative Parcel Map: The applicant shall submit a tentative parcel map for review by the City CEngineer, as required by the Subdivision Map Act. The application processing fee is $2,150. Flood Control: Comply with the requirements of the Santa Clara Valley Water District. Page 2 of 3 PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL FOR FILE NO. PA 97-52 SITE ADDRESS: 1919 South Bascom Avenue APPLICANT: William Wilson and Associates Storm Water Management: Comply with California Storm Water Best Management Practices Handbook, prepared by the Storm Water Quality Task Force, Santa Clara Valley Water District. Water Meters and Cleanouts: Install water meters and sewer c1eanouts on private property behind the public right-of-way line. Phasing Plan: Prior to issuance of any grading or building permits, the applicant shall submit a Phasing Plan for review by the City Engineer. Pedestrian Access to Los Gatos Creek Trail (LGCT): Prior to issuance of grading or building permits, the applicant shall submit a plan for approval by the City, to enhance the access through the site from the LGCT near the proposed northwest comer of the proposed parking structure. H:\ WORD\LANDDEV\1919SBAS(JD) Page 3 of 3 I PRE-APPLICATION REVIEW Date Distributed: July 14, 1997 DRC Date (Conditions due): July 21, 1997 Preliminary P.C. Date: Not Scheduled ROUTE TO: o Architectural or Landscape Advisor o Fire Department o Police Department o Redevelopment Agency o Engineering o Corporation Yard o Building Division PROJECT DESCRIPTION Proposed new development of a 120,000 square foot/6 story office tower and 3 level parking garage (2 above ground and floor levell-and 54 room addition to the Campbell Inn. PROJECT INFORMATION: File No.: PA 97-52 Applicant: William Wilson and Associates Project Address: 1999 S. Bascom Avenue APN:288-04-012,014 Zoning: C-2-0 General Plan: Commercial Proposed Use: Office tower and parking garage PROJECT PLANNER: Gloria Sciara DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial No Comment Additional information/revisions (see attached) I Fife 1~3'lS' 5 Btt~ 5rJ ~k);- ,. Pruneyard - Campisi Way Extension/Cul-de-sac - 3/8/96 A preliminary scope of work for an Engineer's report to determine the cost and feasibility of extending Campisi Way to a cul-de-sac ending at the northwesterly corner of the Pruneyard should include the following: Utilities Determine the location of existing underground utilities and evaluate relocation options and preliminary costs. (Include all utilities such as gas mains and meters, electric mains and meters, storm, sanitary mains, laterals, and cleanouts, water mains and meters, cable, and phone. ) Determine the location of existing overhead utilities and evaluate relocation options and preliminary costs. Can the major PGE overhead lines be relocated? Determine the need for future utilities, evaluate location options, and preliminary costs. (Include new storm systems, fire hydrants, and extension of street lighting facilities.) Grading and Drainage Prepare topography of existing area and review the grading and drainage. Propose preliminary grading and drainage solutions for proposed improvements and adjacent areas. Street Improvements Investigate the limits of the former landfill and include necessary design implications in preliminary cost estimates for construction of new improvements. Roadway construction in this area will need to be similar to the construction of the other portions of Campisi Way on the former landfill. Estimate the construction costs for the public improvements based on City Standards, and considering special construction requirements for landfill areas. Improvements should include all City Standard street improvements such as storm drainage, street lighting, curbs, gutters, sidewalks, traffic signing and striping. Estimate the costs for demolition of existing improvements, including parking garages and include and any special requirements. (Asbestos in existing buildings, plugging of any existing utilities, etc.) Land Acquisition Estimate the costs for land acquisition (including potential for severance damages for partial acquisitions) and modifications/improvements necessary to existing buildings to remain to accommodate new roadway and setbacks (ie, screening, fences, etc.). Estimate the costs for reconstruction/relocating the existing parking structures and facilities as needed, including any easements necessary for the new parking arrangement. J:\MQ\CAMPl ... . l' ,,~ ,. ~ d\ i3ok1.- S klrf. o,sked tr Cc \?r,ef) otJK)JYV:(~ f5V.- --/ . I ""\ ~ &.{"" "-"- _ ~, . )jlJ <Juw,J.. ~< IMI~!t,c( '"W ? ~ ~ ~~' ~iLvyytw1.a.u\ ~/V\YAJl~/S r€fiV I h c~dv.'YU fu -j-{(lSll?\\ '\') 1)i1\JL. V(...l~fH"C-t$n)l\'u ~d - Campisi Way Extension/Cul-de-sac - Vrt.r'flVSt<-{. c ~, 6<-+CA5ilV'-, D6, CtV^1'$I,' ~ ~ Ij} I1LtJ o>tJL, (fl>>\... LJ}ylV(v1.ruJ;'/ fJV\.- '-tk-'t9 - , ~ ~1)'vEd' I fM.L LQ cd ttM.t't ~(tl<r f\.u.,f' A preliminary scope of work for an Engineer's report to determine the cost and feasibility of C-<- {CP, extending Campisi Way to a cul-de-sac ending at the northwesterly corner of the Pruneyard '1 Jk0 should include the following: -Iu S-k-i:c CW S h.(;v&d. Utilities Determine the location of existing underground utilities and evaluate relocation options and fiu.~ ~J preliminary costs. (Include all utilities such as gas mains and meters, electric mains and o~b-.NL meters, storm, sanitary mains, laterals, and cleanouts, water mains and meters, cable, and tv PeA<:!s phone.) -:1 SL--&pC (J 0 I f U_'1->o( lL. 6, ,- Determine the ocation 0 existing overhead utilities and evaluate relocation options and v preliminary costs. Can the major PGE overhead lines be relocated? --t-i-I..l', .tra.ti~ SH~) ~-1 Q Determine the need for future utilities, evaluate location options, and preliminary costs. (Include new storm systems, fire hydrants, and extension of street lighting facilities.) Grading and Drainage Prepare topography of existing area and review the grading and drainage. Propose preliminary grading and drainage solutions for proposed improvements and adjacent areas. Street Improvements Investigate the limits of the former landfill and include necessary design implications in preliminary cost estimates for construction of new improvements. Roadway construction in this area will need to be similar to the construction of the other portions of Campisi Way on the former landfill. Estimate the construction costs for the public improvements based on City Standards, and considering special construction requirements for landfill areas. Improvements should include all City Standard street improvements such as storm drainage, street lighting, curbs, gutters, sidewalks, traffic signing and striping. Estimate the costs for demolition of existing improvements, including parking garages and include and any special requirements. (Asbestos in existing buildings, plugging of any existing utilities, etc.) .1. ~.,.g. G1v~ J~~ f1J\- ~ :)QI"-h:.t. ~vQ~MI~) f.'e-' ~ -J ~ ~ .I..d' s~ Land Acquisition [1I"'tN" "':> Estimate the costs for land acquisition$nd modifications/improvements necessary to existing buildings to remain to accommodate new roadway and setbacks (ie, screening, fences, etc.). (/I.~.f-~hh~ Estimate the costs for reconstruction/relocating the existing parking structures, as needed, including any easements necessary for the new parking arrangement. Of'CAAt . A :~ "~' ~ ,.. ..,.,... '(6 U .';'~' ','" ~ . i"'"'"\~S.l'. . .... ' ::.:.c. .l., 1- '" '" " r) ""' RCHAllO' rill ' /87 S' / 1>- 3rq ()/'ht'f 72>t<Jlj- January 5, 1996 CITY OF CAMPBELL Public Works Department Mr. Charles H. Bonno The Pruneyard 1999 South Bascom Avenue, Suite 200 Campbell, CA 95008 Dear Mr. Bonno: Our office has completed its preliminary review of the impact of adding a third office building at the Pruneyard complex. The analysis was intended to provide a preliminary assessment of the degree of impact that could be expected when the building would be fully occupied. The analysis indicates that the trips that would be generated could be accommodated at adjacent intersections both in the AM and PM peak hours, based on existing volumes and the existing street network. Certainly, there are no fatal flaws from a traffic perspective that would prevent further planning for the project. We have not analyzed the cumulative impacts of the project, which would include traffic generated by approved projects in the area and expected growth, and, thus, are unable to detail the cumulative impacts or the future mitigation measures that will be required for this traffic. It is anticipated that the City will ask the Pruneyard to share equitably in the development of these mitigation measures, based on the additional trips generated by the proposed project. As part of this analysis, we also analyzed the extent to which the extension of Campisi Way into the Pruneyard would improve traffic operations on adjacent arterials. This analysis does not imply that the City of Campbell at this time is committed to the building of this project, but it can serve as the basis for future discussions and analysis concerning this specific mitigation measure. Given the broad distribution of traffic to and from the proposed office building, this project would not mitigate all impacts and would create several issues of its own, including the significant number of through trips that would be attracted to the facility. The overall analysis, it should be understood, does not take the place of a detailed traffic impact study that would meet the requirements of the Congestion Management Program. Such a study will have to be prepared because the number of peak hour trips exceeds 100 trips. This analysis will have to consider the impacts of other approved projects as well as expected growth. The analysis that our office has prepared will be of considerable assistance in preparing this report should the Pruneyard management decide to proceed further with the project; and we will make available all documentation of the analysis to the traffic consultant selected to complete the detailed report. 1 70 North First Street' Campbell, California 95008,14'23 ' TEL 408,866,'2150 ' FAX 408,379,'257'2 ' TOD 408,866,'2790 NEW PW FAX:# L!CIH.'17h.nQf>8 A brief description of the methodology used for the analysis and a summary of results follows: METHODOLOGY First, the number of inbound and outbound trips that would be generated for a 100,000 sq. ft. office building was estimated for both the weekday AM and PM peak hours. Based on data in the latest Trip Generation Manual published by the Institute of Transportation Engineers, the peak hour trips in the AM would be 191 (170 inbound and 21 outbound) and in the PM would be 186 trips (32 inbound and 154 outbound). A separate traffic analysis zone was set up for the proposed project; and trip generation variables, i.e. employment, were specified that provided the closest approximation to the ITE numbers. The City-wide traffic model was then run for the existing street network to establish the distribution and assignment of project trips. Model runs were also made with the addition of a Campisi extension so that the source and amount of traffic that would use this new link could be forecast. After trip forecasts had been made, level of service analysis were made for nine signalized intersections in the vicinity of the Pruneyard. A comparison was made between traffic . conditions with and without the traffic from the proposed office building so that the impacts could be analyzed. Level of service was performed using a software program called TRAFFIX in a manner that closely resembles the analyses required for CMA traffic impact reports. The software has the advantage of being able to quickly analyze the impacts of proposed projects and to document in detail the changes in volumes at intersections. . For the Campisi extension, the origin and destination of all trips forecast to use the extension were first identified. Appropriate adjustments in existing traffic volumes at intersections were made to reflect the changes in traffic patterns. Some intersections would experience increases in traffic volumes, e.g. Campisi at Creekside, while others would experience decreases, e.g. Hamilton at Bascom. SUMMARY OF RESULTS Table 1 presents the forecast distribution of trips to and from the proposed office building during the AM and PM peak hours. Noteworthy is the relatively equal distribution of traffic from each direction, which distributes the impacts as well. Level of Service Analysis with Existing Street Network Table 2 presents the summary of the level of service analysis with and without the proposed project. LOS ranges from A to F, with A having average delays per vehicle less than or equal to 5.0 seconds and F having delays greater than 60 seconds. An intersection is 2 considered to be impacted according to the Congestion Management Program when the additional traffic exceeds one percent of the intersections's capacity. During the AM peak hour, LOS at all intersections is C or better, and the project volumes do not create a change in level of service. The only two intersections that are impacted (volume-to-capacity (vie) change more than 1 %) are at LOS B. They are Bascom at Pruneyard and Campbell at Union. Table 1 Directions of Travel to/from Proposed Pruneyard Building (100,000 sq. ft.) AM Peak Hour PM Peak Hour Area Inbound Outbound Total Inbound Outbound Total North and East of 45 3 48 15 37 52 Bascom at Hamilton West of Bascom at 28 3 31 4 29 33 Hamilton, incl. Hwy. 17 South and West of 58 0 58 6 44 50 Campbell at Union South and East of 30 5 35 4 39 43 Bascom at Campbell Totals 161 11 172 29 149 178 For the PM peak hour, existing traffic volumes generally are higher than in the morning. The two most congested intersections are at LOS D and already utilizing more than 90 percent of the intersection capacity. For the Bascom/Hamilton intersection, the increase in v/c is at, but does not exceed, the impact threshold of adding one percent of capacity. The impact on the Hamilton at Salmar intersection is minimal, considerably less than one percent. The Bascom at Pruneyard and Campbell at Union intersections are impacted but remain at LOS C, which is acceptable. In summary, the impacts of the proposed project on any single intersection are modest; and the project could proceed without the need for any major mitigation measures at the time the project is completed. Nevertheless, due to the incremental growth that can be expected at critical intersections, the Pruneyard would be expected to contribute to mitigation measures that would be defmed as part of the project review process. Level of Service Analysis with Campisi Extension Tables 2-4 contain information about the traffic consequences of constructing the Campisi 3 extension. The facility would be used by Pruneyard origins and destinations as well as some through traffic. As shown in Table 4, Pruneyard traffic would represent approximately one- third of the traffic on the extension in the AM peak hour and 42 percent in,the PM peak hour. The proposed building would represent approximately 45 percent of the Pruneyard- related trips. Both types of traffic would result in a reduction of traffic at Hamilton and Bascom, which has the worst congestion of the intersections in the immediate vicinity of the Pruneyard, and an increase in traffic at the intersection of Campbell at Union. As shown in Table 3, the traffic reduction at Hamilton/Bascom represents approximately six percent of capacity and the increase at Campbell/Union is approximately eight percent. The analysis indicates that the Campisi extension would be helpful to the Pruneyard in that a percentage of trips to and from the development could be made in shorter times than at present and that congestion at the Bascom/Hamilton intersection could be reduced somewhat. It is also evident that other developments also would benefit, as they could take advantage of the "new" capacity at the Hamilton/Bascom intersection. The issue of the through trips is likely of concern to the Pruneyard. However, it would be difficult to limit through trips without also inhibiting several of the movements for Pruneyard traffic. I would be glad to discuss in more detail the results of the analysis. 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(I.l = ~ .- "E ~ 0 0 0. 0 .- "E ~ S 0 S s ~ t) 0 - ..... 0 - "Q ~ ..... u e ..... cu ~ u 5 .- .- 2 .c .- ~ .c ..... f .- .- 2 .g '2 ~ .c = >< ..c: = I:: cu cu = 0 >< ~ cu cu ::l 0 00 ~ E-o c.- CIl ;::l ~ U CIl Eo-< ~ c.- CIl ;::l ~ U CIl Eo-< CJ "E 'E c eu .d .d CI-t a) ~ ~ e~ >. bf)u >. bf)u ~ ::l<;: ~ ::l<;: E-o 0...... ~...... 2 ~ ~ 2 ~ c.- ~~ c.- ~ /~77~/ (1 Recording Requested by ) DiHfrfo~111 Titles: 1 / Pages: 6 . ) CITY OF CAMPBELL ) Fees, , , , . No Fees ) Taxes, , Cop i es, , When Recorded Mail To ) .ee13496'7?9. AMT PAID ) City Clerk ) BRENDA DAVIS RDE ** lala2 City of Campbell ) SANTA CLARA COUNTY RECORDER 113/25/1996 70 North First Street ) Recorded at the request of 2:58 PM Campbell, CA 95008 ) Ci ty (Space Above This Line For Recorder's Use) GRANT OF EASEMENT FOR DRAINAGE PURPOSES FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PRUNEYARD ASSOCIATES, LLC a California limited liability company hereby GRANT(s) to the City of Campbell, a municipal corporation, of the County of Santa Clara, State of California, an easement to build and maintain an underground pipeline, and necessary devices and appunenances, over, under, along and across, all of that certain real property within said City and more panicularly described as follows: SEE EXHIBIT A ATTACHED HERETO A1~ MADE A PART HEREOF Said property contains 0.453 acres, more or less, and is generally shown on the attached Plat Map. Page 1 of 5 The Grant of Easement herein contained shall include the right to enter said premises, to survey, construct, reconstruct, lay, relay, maintain, operate, control, use and remove said pipeline, its fixtures, appurtenances, and to remove objects interfering with the construction, operation and maintenance thereof. The Grantor reserves the right to occupy and use said premises for any purpose not inconsistent with the rights and privileges above granted and which will not interfere with or endanger said pipeline, its fixtures and appurtenances or the use thereof. The City shall use due care in the construction, operation and maintenance of said pipeline, its fixtures and appurtenances. The provisions hereof shall inure to the benefit of and be binding upon heirs, successors, assigns, and personal representatives of the respective parties hereto. .... STATE OF CALIFORNIA COUNTY OF (... .rY')/AhA') On ~l.Jf/~. ,'ilft" before me, the under 19ned, a Notary Public in and for said State, personally appeared 1"'M. J, dil.l '11,..,.,4 'AA,J a.. /Y)~fl-j II, J n1Q~..~ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person.{ll whose name~ is/@ subscribed to the within instrument and acknowledged to me that he/she~ex~cuted the same in hislherl he' authorized capacity~), and that by hisrnerl e signatur~ on the instrument the personU}. or the entity upon behalf of which the person(s} acted, executed the instrument. - WITNESS my hand and official seal. Signature K~~D_ tJ ~ Name KfAy1t"t'n. tJ. Jft'v('nJ (typed or printed) Page 2 of 5 j: \forms\grantdrain SEE ATTACHED SIGNATURE BLOCK SIGNATURE Printed This area for official notarial seal. I, PRUNE YARD ASSOCIATES, L.L.c., a California limited liability company By: OPPORTUNITY CAPITAL PARTNERS, L.P. a California limited partnership Managing Member By: OFFICE OPPORTUNITY CORPORATION a California corporation General Partner By: BY:~~ ame: (2. Mu.-tH....J "'^-- '-0...- Title: CFo Page 3 of 5 p<<~~~ EXHIBIT A A strip ofland ofunifonn width of twenty (20) feet described as follows: A portion of that certain parcel of land shown on that certain Record of Survey recorded November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being more particularly described as follows: BEGINNING at the southwest corner of the parcel ofland as hereinabove d~scribed; THENCE along the westerly line of said parcel of land, and the easterly line of State Highway 17, along a non-tangent curve to the left, a radial at which point bears North 75056'14" West, , having a radius of2800.00 feet through a central angle of20010'40", an arc distance of 986.07 feet to the northwest corner of said parcel of land; THENCE along the northerly line of said parcel ofland, South 89052'00" East 20.12 feet; THENCE along a non-tangent curve to the right with a radius of2820.00 feet through a central angle of 2000 I ' 53" for an arc distance of 985 .92 feet, to a point on the southerly line of said parcel of land, and the northerly line of Campbell Avenue; THENCE along said northerly line of Campbell Avenue, West 20.61 feet to the said POINT OF BEGINNING of this description. Containing an area of 0.453 acres, more or less. Said property is generally shown ~~Ched Exhibit ~~ WITNESS our hand(s) this G5'~ day of ~ ,1996,. d PRUNEY ARD ASSOCIATES, L.L.c., a California limited liability company Name: Title: J:. j/G" By:~M",-- Name: (2. M.4.++ c..... I tJ\o..r""" Title: c... Fe) By: OPPORTUNITY CAPITAL PARTNERS, L.P. a California limited partnership Managing Member By: By: ct::;;(~ Page 4 of 5 . - ' sag- ~2'OCT E 20.12' +- . .~; _........E \ \- - _ _ J 20' PUBLIC STORM DRAINAGE EASEMENT \ ! !f -II -I I I 8/ - I . 8 HI 61 . I "'; ~I ~ '" T-- >- ~ :r C) - :r ~ ~ (J) 13+00 13+27.91 EXHIBIT B --- - o l{') II Il [;::j . I I ~I a, o .., !/ tl <::]1 ,/ I <::]/ / I / L-t BOOK 244 PAGE 42 ACROSS APN 288-04-011 & 015 1875 S. BASCOM AVENUE PRUNEYARD ASSOCIATES. LP., a California limited partnership I I - -t .f - l"- . 1 1();-00 i WEST 20.61' - WEST - ~ 11-;00 i 12;-00 CAMPBELL AVENUE EASEMENT TO BE GRANTED TO THE CITY OF CAMPBELL INFORMA TlON PLAT BASED ON RECORD DATA (BK 244 P 42) 111III--'- fIIIk CONSULTING ENGINEERS 111 RIdder Parte Dr. Suh 100 San .10M. CA 15131 (4OI)4.H-7!l1O/FAX (401)43e-1184 SCALE: ,.. ~. DRAWN BY: ... APPROvED 8'r: a&a DESIGNED 8'r: ..we DATE: 4-8-N DRAWING NO. Page 5 of_ 5 8SIOO7-1D ACCEPTED ON THIS l-g~ day of~ for ani on behalf of the City of Campbell, a ~'u':ci ;i3! Corporation, of the State of C:!lifcr1L3, purSuT't to Resolution No. 749, rccorj3d in Book 4509 - Page 180 Santa Clara Cou"!:v Records. ~ ~ Anne Bybee, City Clerk City of Campbell, CaMfornia , Tit I es : 1 / Pages: 7 ) DOCUMENT: 1349677 lUll 11111 II II _0013496778- Recording Requested by CITY OF CAMPBELL When Recorded Mail To Fees, , , , · Taxes, , , Cop i es, ' AMT PAID No Fees City Clerk City of Campbell 70 North First Street Campbell, CA 95008 ) ) ) BRENDA DAV I S ) SANTA CLARA COUNTY RECORDER ) Recorded at the request of ) Ci ty RDE ** ee2 10i25/1996 2:58 PM (Space Above This Line For Recorder's Use) GRANT DEED FOR PUBLIC STREET PURPOSES FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PRUNEYARD ASSOCIATES, LLC . a Califo.rni.a ~imited liabi1...itv_$::CR\li)any hereby GRANT(s) to the Cny of Campl:lelf, a mumclpalcorporabon, 01 trie\:'ollflL)' 01 "antl" Clara, State of California, for public street and related purposes, all of that certain real property within said City and more particularly described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF Said properties are generally shown on the attached Plat Maps B and C. SEE ATTACHED SIGNATURE BLOCK STATE OF CALIFORNIA COUNTY OF c L Ynv---&~} On ~...u-.J' ~ If', before me, the unde 19ned, a Notary Public in and for said State, personally appeared DAV; p{ /l. LJ al"'.,( personally known to me (or proved to me on the basis of satisfactory evidence) to be the perso~ whose name!!) is/@ subscribed to the within instrument and acknowledged to me that he/she~ executed the same in hislherl ~ authorized capacitv(ies), and that by bislherl ~ signamre{& on the instrument the perso~, or the entity upon behalf of which the person~ acted, executed the instrument. WITNESS my hand and official seal. Signature r:~I7- LJ. ,y~~ Name ;:::"''1/0'" t.J . 11-I'LI'-"., I (typed or printed) j: \forms\grantpsp SIGNATURE Printed I ~ ~ ~ ~ .... ~ ..... ..... ..... ..... ..... ..r....... @......_:<..'KAVLEENW,SfMNSf ;( :'.;~'J* " COMM.ll05%08 I 2 : - ~ Notary P\bIlc - CoHfomla J' SAN MATEO COIJN1V J "'" ~ ~ ~~~~~,~~"~A:2~.I~ This area for official notarial seal. Page 1 of 6 PRUNEYARD ASSOCIATES, L.L.C., a California limited liability company By: OPPORTUNITY CAPITAL PARlNERS, L.P. a California limited partnership Managing Member By: OFFICE OPPORTIJNITY CORPORATION a California corporation Gene a er By: BY:~~ Name: {2.. M~~ Ntu rc:v-.. Title: c f-O Page 2 of 6 EXHIBIT A PARCEL 1 A portion of that certain parcel of land shown on that certain Record of Survey recorded November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being more particularly described as follows: BEGINNING at the northeast corner of the parcel of land as hereinabove described; THENCE along the easterly line of said parcel of land, and the westerly line of South Bascom Avenue, South 925.81 feet; THENCE along a tangent curve to the right with a radius of 50.00 feet through a central angle of 90000'00" for an arc distance of78.54 feet to a point on the northerly line of Campbell Avenue; THENCE along the northerly line of Campbell Avenue, West 156.96 feet to a point on the northerly line of Campbell A venue; THENCE along the northerly line of said strip of land, North 87009'45" East 162.82 feet; THENCE along a tangent curve to the left with a radius of 42.00 feet through a central angle of 53043 '08" for an arc distance of 39.38 feet, to a point on the westerly line of said strip of land, a radial at which point bears North 56033'23" West; THENCE along said westerly line, North 948.97 feet to the northerly line of said parcel of land hereinabove described; THENCE along said northerly line, South 89052'00" East 11.00 feet to the said POINT OF BEGINNING of this description. Containing an area of 0.260 acres, more or less. Said property is generally shown the attached Exhibit B. PARCEL 2 A portion of that certain parcel of land shown on that certain Record of Survey recorded November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being more particularly described as follows: BEGINNING at the southwest corner ofthe parcel of land as hereinabove described; THENCE along the westerly line of said parcel of land, and the easterly line of State Highway 17, along a non-tangent curve to the left, a radial at which point bears North 75056'14" West, having a radius of 2800.00 feet through a central angle of 00002'32" an arc distance of2.06 feet Page 3 of 6 to a line parallel with and distant 2.00 feet northerly from the northerly line line of Campbell Avenue; THENCE along said parallel line, South 90000'00" East 294.46 feet; THENCE South 00000'00" West 2.00 feet to the northerly line of Campbell Avenue; THENCE along northerly line of Campbell Avenue, North 90000'00" West 294.96 feet to the POINT OF BEGINNING of this description. Containing an area of 0.014 acres, more or less. Said property is generally shown on the attached Exhibit C. W1lNESSOUrhand(S)thiS4daYOf ~~, 1996. PRUNEY ARD ASSOCIATES, L.L.C., a California limited liability company By: OPPORTUNITY CAPITAL PARTNERS, L.P. a California limited partnership Managing Member By: OFFICE OPPORTUNITY CORPORATION a California corporation Gener ner - , By: By: Page 4 of 6 PARCEL W AW LAND TO BE GRANTED CONT AJNS 0.260 AC .=I: EXHIBIT B - o 1.0 II :: [;:j BOOK 244 PAGE 42 ACROSS APN 288-04-24. 1875 S. BASCOM AVENUE PRUNEYARD ASSOCIATES, L.P. a California limited partnership GROSS AREA - 27.243 AC .:f:. REMAINDER AREA - 26.969 AC + EXHIBIT A - 0.260 AC .:f:. EXHIBIT B - 0.014 AC + TOTAL AREA - 0.274 AC + 889- 52"00- E 11.00. l J~:??;~;7~~~ 62.82' WEST 156.96' J ,.... '"it" 1, t::. - go- 00"00- R -:=J 5000. L - 78.54' 8 ----, + o+ocP CAMPBELL AVENUE 2+00 I 3+00 I ~l WEST 1+00 I P.O.B. o I' N N 6 - 8 + o - 58' 47'- t W 8 ::> : z w > <( ~ o ()% ~ it CD I ~ 8 ::> + o - U1 ~ LAND TO BE GRANTED TO THE CITY OF CAMPBELL INFORMATION PLAT BASED ON RECORD DATA (BK 244 P 42) 1rllllKa.- J.-t CONSULTING ENGINEERS . ., RIdder Parle Dr. SUIte 100 San ..... CA 15131 (<4OI)43I-7500/FAX C4GI)Ul-1184 SCALE: ,.. ~. DRAWN BY: ..., APPROWD BY: .eP ~ED BY: ..we DAlE: 4-&-H DRAWING NO. age 5 of.6 ee007-10 ,-- --- , , EXHIBIT C . o 10 II i". " ,... ~ >- ~ :r C) - I ~ ~ C/) I I / [;::j I I I BOOK 244 PAGE 42 ACROSS APN 288-04-011 & 015 1875 S. BASCOM AVENUE PRUNEYARD ASSOCIATES, L.P., a California limited partnership I I I GROSS AREA - 27.243 AC + REMAINDER AREA - 26.969 AC + EXHIBIT A - 0.260 AC + EXHIBIT B - 0.014 AC + TOTAL AREA - 0.274 AC .:t. I I I 1.3+00 13+27.91 - i 12too CAMPBELL AVENUE PARCEL wSw LAND TO BE GRANTED /CONTAINS 0.014 AC + 294.46' _ .A-_~ 2M.96~-=- .r-=- " "It' It 11;00 l WEST - 10;00 i I::. = 00. 02'3~ R - 2800.00' L - 2.06' -- -=- ( EAST II! ~-=- WEST LAND TO BE GRANTED TO THE CITY OF CAMPBELL INFORMA nON PLAT BASED ON RECORD DATA (BK 244 P 42) 1rIII--,- fIIIIk 181 RIdder Parte Dr. Suh tOO San ..... CA 15131 (408)4.H-7500/F'AX (408)4.38-' tN SCALE: ,.. :10. DRAWN BY: we APPRCWED BY: ... DESIGNED BY: w. DAlE: 4-11-. DRAWING NO. age 6 of 6 8!5IQ07-10 CONSULTINca ENcalNEERS ACCEPTED ON TH!S-'i~ day offrj. ,.,,(, for aTl on b9ha~f of the City of Campbell, a f>i:u"l:~i",,[ C'Jr~or3tion, of the State of Czlifon[}. rJUr~:Jrt to R9S01ution No. 749, recorded in Book 4509~_80 Santa Clara County Records. ~k Anne Bybee, City Clerk City of Campbell, CaJ.ifornia '0 BI: RECORDED WITUO\J1 F~ SECHON 6103 GQVERNMEI.,fT CODe AT THE REQUEST OF CITY OF CN-APBELl Recording Requested by CONFORMED QQE.Y; This document has not been compared wit.h the original. SANTA CLARA COUNTY RECORDER CITY OF CAMPBELL When Recorded Mail To Doc**: 14849919 6/09/1999 9:33 AM City Clerk City of Campbell 70 North First Street Campell, CA 95008 GRANT OF EASEMENT FOR DRAINAGE PURPOSES FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PRUNEY ARD ASSOCIATES, LLC a California limited liability company hereby GRANT( s) to City of Campbell, a municipal corporation, of the County of Santa Clara, State of California, an easement to build and maintain an underground drainage pipeline, and necessary devices and appurtenances, over, under, along and across, all of that certain real property within said City and more particularly described as follows: SEE EXIDBIT A ATTACHED HERETO AND MADE A PART HEREOF Said property contains 18,927 square feet, more or less, and is generally shown on the attached Plat Map. The Grant of Easement herein contained shall include the right to enter said premises, to survey, construct, reconstruct, lay, relay, maintain, operate, control, use and remove said pipeline, its fixtures, appurtenances, and to remove objects interfering with the construction, operation and maintenance thereof. The Grantor reserves the right to occupy and use said premises for any purpose not inconsistent with the rights and privileges above granted and which will not interfere with or endanger said pipeline, its fixtures and appurtenances or the use thereof. The City shall use due care in the construction, operation and maintenance of said pipeline, its fixtures and appurtenances. The provisions hereof shall inure to the benefit of and be binding upon heirs, successors, assign, and personal representatives of the respective parties hereto. PRUNE YARD ASSOCIATES, L.L.c., a California limited liability company BY: Cornerstone Holdings, L.L.c., a Delaware limited liability company Its Manager: ~ By: Name: H. Lee Van Boven Title: Co-Chief Operating Manager (W, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California J~ /kd-J-U }ss County of ~ ' I' 72~~~i onlU..~ ,{O. . /999, before me, / J:l-(..fl- /U. L~~ ;U{)~. Name and Title of Officer (e,g,. 'Jane Doe, Notary Publi Date f/ lllY (fr-l WE ~,V personally appeared Name(s) of Signer(s) ~, ~ ' I I' fi ( I, I U ~, )g:personally known to me o proved to me on the basis of satisfactory evidence Je----~~~-f j' Notay PublIc - CaIIfania I San Mateo Countr - j - - - ~~~~~~f to be the person(~ whose name~ is/* subscribed to the within instrument and acknowledged to me that he/s~/t~ executed the same in his/~r/t~r authorized capacity(i~, and that by his/h)1/t~ir signature{>1 on the instrument the person(~, or the entity upon behalf of which the person~ acted, executed the instrument. I, Place Notary Seal Above smYGn~oU Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this fonn to another document, Description of Attached ~ocument _ . . -:> Title or Type of Document: ~ y ~~ r ~r /"-t'p/~ ~ C~~_d,~. Document Date: r;~A-o.;~,,( Number of Pages: , Signer(s) Other Than Named Above: ~~ CapacitY(;6> Cla9ved by Signern L Signer's Name: /V. L~ t=- V~ ,ofy.>--z..-L o Individual /:J /?;. L () ~. Top of thumb here ~ Corporate Officer - Title( s): CO - Ln <IL rF ,/V--? J- v.; _ o Partner - 0 Limited 0 General V o Attorney in Fact o Trustee o Guardian or Conservator o Other: RIGHT THUMBPRINT OF SIGNER Signer Is Representing: tDl/!:~ ~~ '~ .r- ~ P (!j1,Pbt..-tl/ U ~- ~ @ 1997 National Notary Association' 9350 De Soto Ave.. P.O, Box 2402. Chatsworth, CA 91313-2402 Prod, No, 5907 ;)', Reorder: Call TolI.Free ,.800.876.6827 ~ ,I .1 I 'I ,I ,I '1 .1 I .1 .1 March 23, 1999 File No. 23-97084-038 Page 1 of2 EXHlBIT "A" LEGAL DESCRIPTION STORM DRAIN EASEMENT A strip ofland of uniform width of twenty (20) feet described as follows: A portion of that certain parcel of land shown on that certain Record of Survey recorded November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being more particularly described as follows: BEGINNING at the southwest comer of said parcel of land; thence, along the westerly line of said parcel of land, and the easterly line of State Highway 17, along a non-tangent curve to the left, from a tangent bearing of North 14003'46" East, having a radius of2800.00 feet, through a central angle of20010'40", for an arc distance of986.07 feet to the northwest corner of said parcel ofland; thence, along the northerly line of said parcel ofland, South 89052'00" East, a distance of20.12 feet; thence, along a non-tangent curve to the right, from a tangent bearing of South 6004' 14" East, having a radius of2820.00 feet, through a central angle of20001 '53" for an arc distance of985.92 feet, to a point on the southerly line of said parcel ofland, and the northerly line of Campbell Avenue; thence, along said northerly line of Campbell Avenue, North 90000'00" West, a distance of20.61 feet to the POINT OF BEGINNING. Containing an area of 19,721 square feet, more ofless. Said property is generally shown on the attached Exhibit B. EXCEPTING THEREFROM, a portion of said twenty (20) foot drainage easement more particularly described as follows: COMMENCING at a point on the Easterly right-of-way of State Highway 17 and the Northwesterly comer of the certain parcel ofland as shown on that Record of Survey recorded November 14, 1968 in Book 244 of Maps, at Page 42, Santa Clara County Records; thence along the Northerly line of said parcel South 89052'00" East, 20.12 feet to the Easterly line of said twenty foot storm drain easement; thence, along said Easterly line along a non-tangent curve to the right, from a tangent bearing of South 6004' 14" East, having a radius of 2, 820.00 feet, through a central angle of 02040' 18", for an arc distance of 131.50 feet to the TRUE POINT OF BEGINNING; thence continuing along said Easterly line, from a tangent bearing of South 3023'56" East, along said curve to the right, having a radius of2,820.00 feet, through a central angle of 03 043' 31", for an arc distance of 183.35 feet; thence, leaving said Easterly line North 90000'00" West, a distance of 4.59 feet; thence, North 0000'00" East, a distance of27.78 feet; thence, along a non-tangent curve to the left, from a tangent bearing of North 0014'24" West, O:\SURVEY\GRAN1\97084\WORD\pruneyard stonn drain revised doc Page 2 of2 having a radius of2815.40 feet, through a central angle of2013'06", for an arc distance of 109.00 feet; thence, North 0000'00" East a distance of46.51 feet; thence, North 90000'00"East, 2.23 feet to the TRUE POINT OF BEGINNING. Containing 794 square feet, more or less. Said exception is generally shown on the attached Exhibit C. Prepared on March 23, 1999 by MARK THOMAS & CO. INC. O:\SURVEY\GRANT\97084\WORD\pnmeyard stann drain revised,doc o '06"W (R) 20.12' S89052'OO"E 1029.90' _ S8353_~~,I-------___________ ~ ~R) I ; 55 -: 20' I- CITY OF CAMPBELL 20 FOOT WIDE PUBLIC I I ANTA CLARA COUNTY STORM DRAIN EASEMENT ,: s DOCUMENT # 0013496779 , C]l CALIFORNIA BOOK 4509, PAGE 180 I / SANTA CLARA COUNTY RECORDS, " 1 I ~ SEE DETAIL OF I EXCEPTION EXHIBIT "C". I ) ~r I 1 I lk t 1'0 10 '0- 1""- I~ I~ IC"IJ ,;: 10 l~ ,:: _ IJ ,0 " i /~ I~ v I f;j ,'-0 1 C"IJ l& /J I~ ' ,. IC"IJ Ii I: 1ct:J () 1 (]) '4.. ,~ 1 :: --! 20' I~ , I-- N7SoS6', .. ' 1 4 W (R) I -1 ~N90'OO'OO"W 20.61' f'... ~ RECORD OF SURVEY BOOK 244 PAGE 42 APN 288-04-011 & 015 1875 S. BASCOM AVENUE PRUNEYARD ASSOCIATES, L.P., A CALIFORNIA LIMITED PARTNERSHIP ~ ~ ~ f:J ~ C/) LEGEND POINT OF COMMENCEMENT FULL 19,721:!: sq. ft. LESS EXCEPTION 794:!: sq. ft. REVISED 18,927:!:sq. ft. ~ - 0:\SUR'IEY\GRANT\97084 \PLA T -R2,DWG PLAT TO ACCOMPANY DESCRIPTION STORM DRAIN EASEMENT DESIGH[I) BY DAF Q(l). BY THM DAlE 03/17/1999 sc..u: '.=40' P.O.C. 053'06"W (R) 20.12' _____~89052:9~'I_____J~~0.:._ "---- 583 \ NORTHERLY LINE OF PARCEL ~- , 46"~ (R) 583"55 , , \ I , \ , I I I , \ \ [>1 \I \ ;001 \I ~\ N~\ OJ OJ N ~ s:> ~ I 20 FOOT WIDE PUBLIC 0\- Q II I STORM DRAIN EASEMENT ~ I DOCUMENT # 0013496779 u, I BOOK 4509, PAGE 180 0~1 SANTA CLARA COUNTY RECORDS I CITY OF CAMPBELL SANTA CLARA COUNTY CALIFORNIA I 586036'04"W I(R) l'- ,;U.n , g~ : !~~ > '" 53 ~, II Wi ~I lL.1 ;1 -.JI >-, ~I (/)1 ~ I vt S89045'36"wl (R) ~ ~ :O~V1 o '1/1 '0"10'1 ~N~ N90'O'OO"W j : 4.59' ~ ~ ~ ~ lf1 RECORD OF SURVEY BOOK 244 PAGE 42 APN 288-04-011 & 015 1875 S. BASCOM AVENUE PRUNEYARD ASSOCIATES, L.P., A CALIFORNIA LIMITED PARTNERSHIP ~ = 3"43'31" L = 183.35 R = 2820.00' T.P.O.B. 793 sq. ft. 0.018 acres ~ = 2013'06" L = 109.00' R = 2815.40' PLAT TO ACCOMPANY DESCRIPTION STORM DRAIN EASEMENT ACCEPTED ON THIS J (Lr{ day of~, 199.L for and on behalf of the City of Campbell, a Municipal Corporation, of the State of California, pursuant to Resolution No. 749, recorded in Book 4509 U:O Sa?!? .9lara County Records. ~ Anne Bybee, City Clerk City of Campbell, Caf.ifornia Cl/)' oj ci lIllfJlJl:'ll City Council Report Item No.: Category: Date: Consent Calendar April 20, 1999 TITLE: Execution of Quit Claim and Acceptance of Storm Drain Easement - 1875 S. Bascom Avenue (Resolution/RolI Call Vote) RECOMMENDATION That the City Council adopt the attached resolution authorizing the Public Works Director to execute the Quit Claim Deed for an existing storm drain easement and authorize the City Clerk to accept and record the new storm drain easement on property located at 1875 S. Bascom Avenue (The Pruneyard). DISCUSSION On January 20, 1998, the City Council adopted Ordinance 1955 approving a Special Development Permit (SDP 97-01) and Site and Architectural Approval (S 97-20) to allow the construction of an office building and parking garage on property located at 1875 S. Bascom, The Pruneyard. Conditions of approval for the development included the requirement to modify an existing storm drain easement to accommodate the construction of the proposed new parking structure. The attached documents relinquish the existing storm drain easement, and create anew, modified easement as required by the conditions of approval. This modification will not impact the City's ability to utilize this easement for future storm drain construction. FISCAL IMPACT There is no fiscal impact associated with this action, AL TERNATIVES Do not authorize the Public Works Director and City Clerk to execute the documents. This is not recomm~mled because the storm drain easement' is needed, but must be modified to reflect the parking structure location as indicated in the conditions of approval for the development. Reviewed by: - all~iJr, t{Jt(I/~~1'(./1 JJJ;:Z-~ Public Works Director Prepared by: Approved by: Bernard M. Strojny, City Manager Attachments: Resolution Quit Claim Deed Grant of Easement for Drainage Purposes J\MQ\LD\1875Bascomeasement RESOLUTION NO, 9524 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL AUTHORIZING THE PUBLIC WORKS DIRECTOR TO EXECUTE THE QUIT CLAIM DEED AND AUTHORIZING THE CITY CLERK TO ACCEPT AND RECORD THE GRANT OF EASEMENT FOR DRAINAGE PURPOSES - PRUNEY ARD ASSOCIATES BE IT RESOLVED by the City Council of the City of Campbell, California, as follows: The City Council hereby authorizes the Public Works Director to execute the Quitclaim Deed for the existing Grant of Easement for Drainage Purposes recorded on October 25, 1996 as document 13496779, records of Santa Clara County, and authorizes the City Clerk to accept and record the new Grant of Easement for Drainage Purposes as offered by Pruneyard Associates, LLC. PASSED AND ADOPTED this 20th day of April, 1999, by the following roll call vote: AYES: Councilmembers: Watson, Dougherty, Kennedy, Furtado NOES: Councilmembers: None ABSENT: Councilmembers: Dean ~~~J, Daniel E, Furtad6, Mayor ATT Yr. t..'"./A ~.obtL{, '--- / ne Bybee, City Clerk tJtl! FOftEG01NG INSTRu/;),ENT !8 A TRUE AND CORRECT COpy OF THE ORIGINAL ()III PILE IN nlls Or'FiCE . GJ ~~ ( <~ .0 \'. c..t'4..o ~~~' ... ~~ '" . .. 1- "- ~ ,,' 'Ol?CH A llU /7CY:2:~ #2-. ' CITY OF CAMPBELL Public Works Department December 3, 1998 Mr, Kheay Loke William Wilson and Associates 2929 Campus Drive, Suite 450 San Mateo, CA 94403 Re: Pruneyard Creek Trail Connection Dear Mr, Loke: As we discussed today, I have enclosed a portion of the improvement plans that were used to construct the Trail along the Los Gatos Creek and the connecting ramp to the Pruneyard Shopping Center. Also enclosed is a copy of Encroachment Permit #98-141 issued to Webcor Builders on March 26 (with copies of pre-construction photographs) requiring them to reconstruct the trail connection to pre-project condition, Please contact me at 866-2150 if you should have any questions about the enclosures, Sincerely, ~'~ I.. " l,id--- B ' elms Environmental Program Manager cc: HarOld Housley, Land Development En8ineer. Gloria Sciara, Planner II , j :\pycrktrl 70 North First Street' Campbell, California 95008,1423 ' TEL 408,866,2150 ' FAX 408,376,0958 ' TOO 408,8662790 SanIo Clara Valley Waer llisIrkl 0 5750 ALMADEN EXPRESSWAY, SAN JOSE, CA . (408) 265.2600 PERMIT Facility: Los Gatos Creek Date Issued: March 31, 1998 Permit No.: 98318 Permittee: PruneYard Associates, L.L.C. Attention: Mr. David Word Suite 200 1999 South Bascom Avenue Campbell, CA 95008 Telephone: (408) 371-4700 File: 24893 Los Gatos Creek Nly Campbell Avenue Ely Highway 17 Applicant: Mr. Tom Lis Mark Thomas & Company 90 Archer Street San Jose, CA 95112 181 Encroachment 181 Construction o Temporary Manhole Installation on Bike p~'l+~l:IlS'N'r-40V ,<',~ O'18nd 9661 Z 0 Hd'1 J -., 11 .. :u\l383tf Installation of manhole on an existing storm drain line located within District fee right of way. (408) 453-5373 Re: Purpose of Permit Construction Expiration Date: March 31. 1999 Encroachment Expiration Date: PERMITTEE MUST NOTIFY AND .FURNISH SCHEDULE OF WORK TO: District's Construction Unit, c/o Mr. Dean Arroyo, (408) 265-2607, extension 2801, at least 2 normal working days before starting any work under this permit. Failure to notify is cause for revocation of Dermit and removal of work. Exercise of this permit shall indicate acceptance of and agreement to comply with all provisions included herein. This 'permit is subject to the General Provisions listed on the reverse side hereof or as expressly modified in the additional Special Provisions listed below. Violation of any proviall be cause for immediate revocation of permit. SPECIAL PROVISIONS 1. All backfill within District right of way shall be compacted to at least 90 percent relative compaction in accordance with California Test Method 216 or 231 or ASTM Test Designations 01556,01557, or 02922 except as modified herein. 2. Obstructions to the existing waterway between October 15 and April 15 will not be allowed except by speCial permit from the District. Allow at least 15 days for the District to review and approve detailed plans and provisions for emergency flows. 3. Permittee shall use only nonpotable or reclaimed water for completion of activities under this permit, unless the District approves another source. 4. Permittee must prevent construction materials and wastes, including sediment and nonstorm water, from directly or indirectly entering Los Gatos Creek. 5. All work associated with this permit is to be in accordance with the plans which were submitted to and approved by the District. Approval: k a /' -~ Sue A. Tippets, P.E~ Supervising Engineer Community Projects Review Unit cc: Public Works Department City of Campbell 70 North First Street Campbell, CA 95008 FCE 60ff (12/8/95) GENERAL PROVISIONS A. PERMITTEE MUST MAINTAIN A COPY OF THIS PERMIT AND APPROVED PLANS ON JOBSITE FOR DURATION OF CONSTRUCTION PERIOD. B. All work shall be constructed in accordance with approved plans and to the satisfaction of the District's Inspector, No change of program, as outlined in application or drawings submitted with application, will be allowed except upon written permission of the District. The work area must be restored to the satisfaction of the District's Inspector. C. Activities and uses authorized under this permit are subject to any instructions of the assigned District representative. ALL INSTRUCTIONS MUST BE STRICTLY OBSERVED. D. Permittee is responsible for complying with any applicable water quality standards adopted by the District, Regional Water Quality Control Board, State Water Resources Control Board, or other jurisdictional or properly empowered regulatory agency. E. The permittee shall not use, store, transport, or place any hazardous substances, hazardous wastes, or materials contaminated with hazardous substances on District right of way or adjacent to District right of way such that it may purposefully or accidently be spilled or otherwise discharged onto same right of way. If a discharge of a hazardous substance or waste pccurs as a result of the permittee's operation, the permittee is responsible to: (1) notify the proper authorities; (2) investigate, remove, and monitor the hazardous substant;tls or wastes to the satisfaction of the District and any regulatory agency; (3) bear any and all costs associated with the remedial activities and, (4) be recognized as the generator and owner of the wastes. F. The permittee shall submit to the District a fully completed "Import Material Certification Form" for any soils that will be placed or stored on District right of way that do not originate from within the legal boundaries of such right of way. G. Permittee shall assume entire responsibility for all activities and uses under this permit and shall indemnify, defend and hold harmless, District, its Directors, officers, agents, and employees from any and all demands, claims, expenses, costs, or liability of any nature, including death or injury to any person, property damage, or any other loss, caused by or arising out of, or incurred in connection with, or resulting from, the exercise of this permit by permittee, or permittee's officers, agents, subcontractors, assignees, or employees, or any of them, including, but not limited to, negligent acts, errors, or omissions, or willful misconduct, or conduct for which the law imposes strict liability on permittee. H. Any damage caused to District structures including, but not limited to, fencing, levee surfacing, and asphalt walkway by reason of exercise of this permit shall be repaired at the cost of permittee to the satisfaction of the District. Should permittee neglect to make repairs promptly, District may make repairs or have repairs made, and permittee agrees to reimburse District for all costs of such repairs. District may require a security deposit in advance from permittee to secure the performance of this clause. Unexpended portions of any deposit shall be refunded to permittee within 14 working days of the expiration of this permit. The posting of such a security deposit shall not relieve the permittee from any liability under this permit which exceeds the value of the deposit required. I. This permit is valid only to the extent of District jurisdiction. Permits required by other interested agencies and consent of underlying fee owners of District easement lands are the responsibility of the permittee. NOTHING CONTAINED IN THIS PERMIT SHALL BE CONSTRUED AS A RELlNOUISHMENT OF ANY RIGHTS NOW HELD BY THE DISTRICT. J. This permit is subject to all prior unexpired permits, agreements, easements, privileges, or other rights, whether recorded or unrecorded, in the area specified in this permit. Permittee shall make arrangements with holders of such prior rights. K. Unless otherwise specified herein, this permit may be revoked or canceled at any time by the District when required for flood control, conservation, or water utility purposes. L. Upon written notice of cancellation or revocation of this permit for any cause whatsoever, permittee shall restore District right of way and structure to the condition prior to the issuance of the permit and then shall vacate District property. Should permittee neglect to restore the premises or structures to a satisfactory condition, the District may perform such work or have work performed, and permittee agrees to reimburse the District for all costs of the work so performed upon receipt of a statement therefor. M. Trench safety has not been checked and is not implied with this permit. Compliance with Section 6705 of the Labor Code concerning trench excavation and the obtaining of a "Permit to Excavate" issued by the Division of Occupational Safety and Health as required by Labor Code Section 6500 shall be the responsibility of the permittee. N. Permittee shall be responsible for compliance with California Labor Code Section 6300 (and following). FeE 60 '12/8/961 ~. ~ Cal/EP A STATE WATER RESOURCES CONTROL BOARD Mailing Address: P,O. Box 1977 Sacramento, CA 95812-1977 901 P Street Sacramento, CA 95814 (916) 657-()757 FAX (916)657-1011 C-. I (JYV\ LA <; e. ~.' .....i.. , "-. .... , '. . 0 ~.' . . RECEIVED March 09, 1998MARK THOMAS & CO..1NC, G I ... MAR 2 4 1998 PETE WILSON, DAVID WORD PRUNE YARD ASSOC LLC 1999 S BASCOM AVE 200 CAMPBELL, CA 95008 / {Je V RECEIPT OF YOUR NOTICE OF INTENT The state Water Resources Control Board (State Water Board) has received and processed your NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PEffi1IT TO DISCHARGE STO~~ WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY. Accordingly, you are required to comply with the permit requirements. Your WOlD identification number is: 2 438308621. Please use this number in any future communications regarding this permit. SITE DESCRIPTION OWNER: PRUNEY ARD ASSOC LLC DEVELOPER: WILLIAM WILSON & ASSOC COUNTY: SANTA CLARA SITE ADDRESS: 1999 SOUTH BASCOM AVE 200 CAMPBELL, CA 95008 COMMENCEMENT DATE: 2/15/98 EST_ COMPLETION DATE: 8/15/99 When construction is complete or ownership has been transferred, dischargers are required to notify the Regional Water Board by submitting L ~ a Notice of Termination (NOTt. All state and local requirements must be -=--- ~ met in accordance with Special provision No. 7 of the General Permit. I o (;) ~ve enclosed a NOT for your future use. If you do not notify the State ~~~ ~Water Board that construction activity has been completed you will ~tJIJd) J cont!nue to be ~~!or the annual fee each January. ~ ~ If you have any questions regarding permit requirements, please contact your Regional Water Board at (510) 286-1255. Sincerely, {it. ~ SJZ RKT PRS TRF OER MJL ACCTG SJ . FILE ~"t("lL... Audrey Shimizu Storm Water Unit Division of Water Quality Enclosure '~ECE,\'ro APR 0 3 1998 q T-O~I{. PUBLIC ~il.II' ADMltJlSrn1.110N DEVELOPMENT REVIEW COMMENT SHEET Distribution: April 17, 1998 Completeness: Comments: April 27, 1998 Tentative P.e. Date: May 12, 1998 c;:~c' CI\Ir-D ,I,,,,,~, ""L. APR 1 7 1998 ROUTE TO: Architectural or Landscape Advisor Fire Department Police Department Redevelopment Agency Engineering Traffic Engineering Corporation Yard Building Division t"Ul:tL.IC WOfU(S AOMINI8TRATIO~ PROJECT DESCRIPTION: Modification to a previously approved Special Development Pennit (SDP 97- 01) that allows a four level parking garage and a 130,000 square foot, six story office building. The requested modification to the approved plan is to extend the top floor of the parking garage (currently a Y2 floor) to the wall line of the east elevation to create a full floor of parking. In conjunction with this extension, the sub-floor ramp and parking spaces (50 spaces) would be eliminated. An increase of 17 parking spaces will result from the proposed modification as well as exterior elevation changes at fourth level. INFORMATION: File No: M 98-04 APN: Applicant: Pruneyard Associates, LLC Project Address: 1999 S. Bascom Ave. Zoning: C-2-0 General Plan: Commercial PROJECT PLANNER: Gloria Sciara DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Additional information/revisions(see attached) ~ Status ~ / No Comment Draft conditions of approval attached ~ I ".. / ,.,/''';'-~ ~ / / /.. /)c ;/~'''f:;;.// ... ' ,...///, ',,' """.4,1. ,/10>// /:?f0,.A,.~ ,. ~~ '{I:?wP 'A/ ..{~. ../p'V' /,' v/.. ~.,;l /~ v ," .. C~mt::.(lr;/ h4.,. ~e:4'" #/;i~4I!'1'I ~ ,\ -4Y k \~~. ~ g \~ ~ 1< r\ I \ t 4.8 /l~.1i~~ ( O'\... (jJ ,\ ~ - ~f\ [ ~~ <( t- (J)~ 2; ,~CP ~ n'LJ ~ ,.... 'r ~ ~ ~ '. T~ \ ~ RIM -18 5L1:t: u.-: INV 1'7 'i.35 ~ '\ J~ il I ~ ~.. A I I l \ I~' gSS' -'1 __ 199 24 ,; n o. 0" I ! J I J;.... \1 0 .' "1 .4 ~ x185.~ I I ".!..,' \ - ~........~.... 7 ~.. i ,///' ! I........ ( fj: :'! \ / /, ! I. Qtt-"::~_~_.... i, I I ~ : i I 07[ i '>t/ I i I 8551'1 ! /~51l / ~ lB~9 I ! !' '1 ...,.. '--.... i : I CPI' I I !! ! i I - -I-. ! I · TO sf ~EMOVED y I1tN p~ :185. // '164.8 ~ ~~ p~ p~ 4 I '\.3 18,8V "\:,~ 184, ~" I <164. 185,:3 r -- 165. L __ ,J - ...... 1 6 r - ~,.tq I " -, PROPOSED GARAG~ FF 18S.65(A VG.> "-. PAD 184.9 ~SEE 'ED toE: ::-= At RI P[]~T> I ~'L I 85~ I - I /" ~ [,-(. K"" ~ " r---- I \ -- *-186.6 t\ J 1\ 9~ \ 1 \ '\.G p8s.b ~ \"\ L t=-- SO IN LDr \ I I ) --~ RIM 185.2t: Iv ) i INV T6.67 ). I /-- )( ). ~ :~1)6:a )(lS6.~ ~ ~ \ 155.1) It" f:"-- ) ~ ) ~ \.. .r ~( ), ~ ! '" "" ~....t-,l ). L-- I -~-- li~ p~ f ~ ; ~ ,.v '<;;) ~I \ ~ ~ ; l---- '/'..;'181.5 V '\~ 18,,9 '\..,J r 1 l lB5~.~'/ ,:",,86.8 ...;'.~r ~~"'! '86. c--'V 19;6"-iL Un f~ -1----, V ~. O;-';T ~~. ( I~~ ....)~i--~ SD INLET RIM 184.67 RAIN ~I\ ( ~ l"L RIM '85.2~ INV 180.67 (12-) ~.~49 79 ----..... \, 1 ,,~ --- _LZ-7' , INV 177.18 tMi~ 177.36 (2~5)s 151 LF 24- F · OCT. 2. -~ ~r ~:.- 185b' j '0- cI1.....l..-- ~ ~.Oj_41_ J L \./ \ ...-:;: ----- 0- I A 1 B6 01 kt' I so ~'ET · -~....... ~:lf~' /.J~ . NI\ '" ~ ~ ~ ~ RI,M 7~.';. ~./' A<: 1 6~ (JY'.F" ;t ,h I /'\~ 1~< 1 ~' r ~ T INV v.Ofi I \ rY\\'S __ \t~ tR\I7~ T( ~1) 5.86 I rn \re 11 ).8f .!f. 2~ & ]~t'RCP{ D~~\/ ~~ 1___, ,_':'. ~n __~-~ _ ~It- 0'1 ? '\ I v: " I dJ. TC 185.73"" r-.:-.:-~=\c cc:Mft ~5.~ =- )' ,/\ I ~I I )' I ~-' ,I~J.; ....... ....E :0::'\\ -- ,r=_ -- TOTRL 'P.-02' - !......, 9~ p~ ~ /'(- "\,J 85. '\J OPOSED GARAGE 186.0P85.9 )(165,6 ~ee ,rC/ /C,5' --7tC IJ ~ !~' H r /7!'ud <t! /~~7?;., ,"/~6: DEVELOPMENT REVIEW COMMENT SHEET Distribution: April 17, 1998 Completeness: Comments: April 27, 1998 Tentative p,c. Date: May 12, 1998 ~~C[J,!r-r, .-, \.-="" I,. L LJ APR 1 7 1998 ROUTE TO: Architectural or Landscape Advisor Fire Department Police Department Redevelopment Agency Engineering Traffic Engineering Corporation Yard Building Division t'UI#L.IC WORKS AOMINlaTRATIO~ PROJECT DESCRIPTION: Modification to a previously approved Special Development Permit (SDP 97- 01) that allows a four level parking garage and a 130,000 square foot, six story office building. The requested modification to the approved plan is to extend the top floor of the parking garage (currently a Y2 floor) to the wall line of the east elevation to create a full floor of parking. In conjunction with this extension, the sub-floor ramp and parking spaces (50 spaces) would be eliminated. An increase of 17 parking spaces will result from the proposed modification as well as exterior elevation changes at fourth level. Project Address: 1999 S. Bascom Ave. ~.;7/A? ~ ~ ?c? ~/Z ~ *~ INFORMA TION: File No: M 98,04 APN: Applicant: Pruneyard Associates, LLC Zonlng: C-2,O General Plan: Commercial PROJECT PLANNER: Gloria Sciara DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. / ';/ Status ~ Y No Comment Additional information/revisions(see attached) Draft conditions of approval attached ~-, ./ ~,~/. /'1(" j" ....',' III ~ 1- jt! !J i~ ) Ii) j 1111 I M 3 hl~ j 0 1 1 ~ ~ 11~1 C\l fU .i~ f> ;r <r: h ~~ . . ..... G " I!) "- C() <Xi OJ ~ .;.: ..... ....... <l f- <Jl J f- :;: J ,J ;1 IUdJ "'> 00 ZIO S<l IL", odJ u[: o ..0- IL<l _::--::-":':_~"::-:-:::-':"::-, : , , , , , , I L---------1 , , I i : I I i I ! , I I I i , , , , I I I I I I I I I : I , , , , : : , I I , I i I , I : i : I I I I : I , , , I I I i I : 1 , , I I I I ! I I I I I i 1 i , 00 .'_"_J :J_ en f''', , d ~ n_ I ~:;) <:~n [.:J f' ....- ~:::-..: .. .t~::.. :-:"-._:-:_1 (Y) c:-"- (~ ... .' <..) ::.::= r ,j - :c:': " . u_ C~ 0 -:-~ . c"..- q 0_ >- ~j L , <( '" 1 != n ", :;:.1 <...) -- (,~ :~_.-- . "" . <Jl J J <{ , "' '" ('( 0 00 cn% ill ~o en a:~ en > - 0< ;a: - l"'- I- UJ ..- o~ -% 0 0:: J- 0- (l)~ <( JO W Q.c( cc. . . -- ~~ . I o\,'C.4<'lt J..~.' ,b~~ .... r U t"" o 0 .. ... 1- .. ~.() ~' "'CflAII-" h'/c ~ /--2. // -/' v7~;~ /' MEMORANDUM CITY OF CAMPBELL PUBLIC WORKS DEPARlMENT TO: Frank Cauthorn Building Official Robert Kas~ Public Works Director DATE: April 16, 1998 FROM: SUBJECT: Pruneyard Building Permits The Agreement for Issuance of Permits between The Pruneyard and the City has been signed by David Word and the second reading of Ordinance 1955 will occur on Tuesday, April 21. If and when The Pruneyard fulfIlls all the requirements for building permits, it would be appropriate to issue them. Cc: Bernie Strojny, City Manager Steve Piasecki, Community Development Director Bill Helms, Environmental Program Manager h: \landdev\pruneyd\permtmem(mp)