Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ASL Consulting - 1990-01-22 (2)
, . i . •-. . I,' ii , ,. .. '..r. , - -%.•'',. ,-,: ,-;., -4 1 , L •• A.4 : 04• :„ CITY OF HUNTINGTON BEACH INTER-DEPARTMENT COMMUNICATION ' , , " . . .t.rt 4 1 0 :4L'grimcroN nAcx , , . -:,,":,;.%,%..,,...,,:,,:y11,• 45 TO: MICHAEL T. UBERUAGA , . . FROM: ROBERT J. FRANZ , r SUBJECT: REQUESTED FUNDING FOR PROFESSIONAL SERVICES ASSOCIATED WIDOWNTOWN PUBLIC SPACES F.I.S. 91-47 DATE: December 26, 1991 , , 1 As required under the authority of Resolution 4832, a Fiscal Impact Statement ' 4c has been prepared and submitted relative to the proposed funding for the - 1p additional work of completing the Plans and Specifications for the Downtown Public Spaces Project. Anticipations are that an appropriation of $42,380 would: ' ' be adequate for this effort. Upon approval of the City Council , the balance of the unaudited, undesignated Emerald Cove Fund would be reduced to $273,000. . . . . , .,... i C N, 0,14.1"tjP'' ROBERT J. FRANZIA'"43 al.d-p- . -' , Deputy City Administratoe,"„.:.:', l'f6. . . . , , . ' ' ' :','' .•''''<:.:Ii ' ' • . s RJF:pdc , '.,''.;;If , . WPADSERT:730 • ' , • , ‘• '':•aki ir'i ,.`_1:,''',,.• ,:,';''• -g ,.,.,...-4 • ,,,.„ . ‘ , • . • 1 •Ik ..., 0 ‘ ' -.',-.- s- '-',, ',:f•i"4'T•'`V.-Arnito. .:9.'•.'4-.e. . . wew'''''1,!-M-,sti?AI 1-".it`-'--rf 14, ', •, ,' " , - ,, ..."‘,;•,.Y10,.-44';',4 ik.,,,,q,-tiNs4,,Sikks',i,'N"'r ,, s '''C.t., ''::';1";!:",r'' : '':; '' ' ' ' • ':,.1::;-:','-40: -eiekiIAt:KS-4,: A.4*.:_,, ,'0",: ";.:';.r,4',Pl., '''' s ''' • RECO"EST FOR CITY COI 'NCIraatiw��+ REDEVLL.OPMENT AGENCY ,-,CTION Date January 6, 1992 Submitted to: Honorable Mayor, Chairman, and City Council Members Submitted by: Michael T. Uberuaga, City Administrator • •PROVED BY CITY tJ 1L 4400, __ Prepared by: Louis F. Sandoval, Director of Public Works /_ (, 19.21.4 Subject: Downtown Public Spaces; CC-763liat (y ri . �•' CY C KK Consistent with Council Policy? ] Yes [ ] New Policy or Exception Statement of Issue, Recommendation, Analysis, Funding Source, Alternative Actions, Attachments: ajz STATEMENT OF ISSUE: 1-4" fri-eo/�� v • Additional work was required by the design consultant to complete the Plans and Specifications for the Downtown Public Spaces Contract. RECOMMENDATION: 1. Approve Amendment Number 3 in the amount of $42,380 to the existing contract with ASL Consulting Engineers, Inc. 2. Appropriate $42,380 from the Emerald Cove Fund balance to the project account. ANALYSIS: ASL Consulting Engineers was retained in July, 1989, for the design of streetscape improvements on Main Street, from Pacific Coast Highway to Acacia Avenue. Their contract was changed that same year to include the restoration of the Downtown Post Office. In February, 1991, the scope of work was expanded to provide design changes to the contract drawings due to the Main Street parking structure's impact. The recommended action includes separating the drawings and specifications into three projects: 1. Main Street Parking Structure Offsite Improvements; CC-816 2. Post Office Restoration Project; CC-820 • 3. Downtown Public Spaces Project; CC-763. This Amendment also provides additional field survey to include recently completed projects along the Main Street corridor and revised design criteria requested by City staff. The following is a recap of the ASL Consulting Engineer's contract: Original Contract $ 176,300 h Change Number 1 23,500 . Change Number 2 12,140 "'' Total to Date $ 211,940 m C_71 :-<n m ..J �C r,.i Proposed Change Number 3 42,380 r•,) rn TOTAL $ 254,320 Downtown Parking Spaces; CC-763 January 6, 1992 Page two FUNDING SOURCE: Emerald Cove Refinancing proceeds ALTERNATIVE ACTION: Deny request and direct staff on how to proceed ATTACHMENTS: 1. Amendment Number 3 to the Contract with ASL Consulting Engineers 2. F.I.S. MTU:LFS:ERC:gd 3122g/2-3 AMENDMENT NO. 3 TO ENGINEERING DESIGN SERVICES AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND ASL CONSULTING ENGINEERS, INC. FOR CONSTRUCTION OF DOWNTOWN PARKING SPACES THIS AGREEMENT is made and entered into this day of , 199_, by and between the CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California, hereinafter referred to as "CITY, " and ASL CONSULTING ENGINEERS, INC. , a California corporation, hereinafter referred to as "CONTRACTOR. " WHEREAS, CITY and CONTRACTOR are parties to that certain Agreement, dated July 17, 1989, entitled "Agreement Between the City of Huntington Beach and ASL Consulting Engineers for Engineering Design Services for Construction of Downtown Parking Spaces, as amended November 6, 1989, and February 19, 1991, hereinafter referred to as "the Agreement" ; and Since the amendments to the original Agreement, CITY has requested additional work from CONTRACTOR and CONTRACTOR has agreed to perform such work; and CITY and CONTRACTOR wish to further amend the Agreement to reflect the extra work to be performed by CONTRACTOR and the additional compensation to be paid in consideration thereof by CITY to CONTRACTOR, NOW, THEREFORE, it is agreed by and between CITY and CONTRACTOR as follows : -1- 1. ADDITIONAL WORK CONTRACTOR shall provide CITY such additional services as described in CONTRACTOR' S letter dated October 30, 1991, a copy of which is attached hereto as Exhibit "A" and made a part hereof by this reference. 2. ADDITIONAL COMPENSATION In consideration of the additional engineering design services referenced in Section 1 above, CITY agrees to pay CONTRACTOR the third additional sum of Forty-two Thousand Three Hundred Eighty Dollars ($42,380 . 00) . The third additional sum shall be added to the original sum of One Hundred Seventy-six Thousand Three Hundred Dollars ($176,300 .00) , the first additional sum of Twenty-three Thousand Five Hundred Dollars ($23 , 500 . 00) , and the second additional sum of Twelve Thousand One Hundred Forty Dollars ($12, 140 . 00) , for a new total amount not to exceed Two Hundred Fifty-four Thousand, Three Hundred Twenty Dollars ($254,320 . 00) . REST OF PAGE NOT USED -2- 3 . REAFFIRMATION Except as specifically modified herein, all other terms and conditions of the Agreement shall remain in full force and effect . IN WITNESS WHEREOF, the parties hereto have executed this second amendment as of the date first above written. ASL CONSULTING ENGINEERS, INC. CITY OF HUNTINGTON BEACH, a California corporation a municipal corporation of the State of California Dou einh , Vice President Mayor - e— ll�_m E. Bennett, Secretary ATTEST: APPROVED AS TO FORM: City Clerk I ' City Attorney Z� Iz-3-ei REVIEWED AND APPROVED: INITIATED AND APPROVED: I A 6^4ftkoe., City Administrator Direct.r of Public Works -3- , ASL Consultants, Inc. One Jenner Street PRINCIPALS Suite 200 Zareh G.Astourian Irvine,California 92718 President 714/727-7099 Douglas.l.Reinhart Senior Vice President Thomas N.O'Laughlin October 30, 1991 Job No. 600.009 Vice President Paul R.Gilmore vice President William E.Bennett Vice President Pamela J.Steinhart Dale E.Wah Mr. Robert Eichblatt, City Engineer Richard L.Bardin City of Huntington Beach ASSOCIATES 2000 Main St. Terry L Kerger P.O. Box 190 Steve Tedesco Huntington Beach, CA 92648 Richard A.Moore Reference: Downtown Public Spaces - Main Street City of Huntington Beach Dear Mr. Eichblatt: The purpose of this correspondence is to request additional compensation for delays and extra work associated with the design of the Main Street reconstruction project. This letter supercedes our letter of May 2, 1991, and includes additional work performed since May 2, 1991. The majority of this request stems from the City's proposed strategy to construct full-width improvements with temporary sidewalks for the entire project. This represents a substantial departure from the block-by-block piecemeal construction agreed to previously. We have also incurred cost for additional coordination and personnel rate increases associated with the on-going extension of our original agreement. Our total request is $42,380 and is broken down as follows. 1. Add Parking Structure - Revise drawings, prepare separate specifications, and provide coordination for a separate parking structure construction plan set as requested. 2. Add Interim/Ultimate Plan Sets - Provide two complete plan sets as requested for the interim and ultimate street improvements. The City will construct the street, curb and gutter -and temporary sidewalk at this time and full-width sidewalk improvements in the future. We assume that only the areas with temporary sidewalks of less than five feet (Walnut to PCH)" and the future knuckle between Pecan and Orange will be affected. 3. Add Field Survey - Provide one day of field survey for join elevations of recent construction between PCH and Main plus the newly constructed ' parking structure improvements. • EXHIBIT "A" Arcadia __ Corporate Office Irvine Palm Springs Rancho Cucamonga Camarillo San Diego 818/447-4494 714/727-7099 619/320-4220 714/989-8983 805/388-2344 619/673-5505 Fax 818/447-4543 Fax 714/727-7097 Fax 619/320-3580 Fax 714/944-9766 Fax 805/388-3082 Fax 619/673-5550 ASL Consultants, Inc. Robert Eichblatt, City Engineer Page 2 October 30, 1991 4. Add Post Office Contract - Provide separate drawings and specifications for Post Office Restoration to expedite construction. The original agreement for the Post Office was initially part of the Street Improvement construction contract. 5. Revise Plans for City Contract - Current design criteria consists of matching street centerline grade (within 1-inch), a 2 percent crossfall with 6-inch curb, and a future block-by-block piecemeal construction by the adjacent developers, without regard to existing building join elevations per the City's May 14, 1990, directive. Revised criteria, per the January 22 and March 21, 1991, meetings, requires a join at all existing buildings. This affects five plan/profile sheets (except the west side of Main from Olive to Orange) and represents a substantial redesign effort. 6. Additional Coordination. This item includes additional meetings with City staff and subconsultants. We have also been asked to respond to additional plan check comments from City staff recently assigned to the project. This effort is included. 7. Cost Increases due to delays. (Based on 6% increase on 30% of the original contract. 8. Revise plans for recently widened landscape isdland between Walnut and Orange. We estimate that these revisions will require the following additional manhours: Principal 10 hrs x $110 = $ 1,110 Project Manager 32 hrs x $102 = $ 3,264 Project Engineer 48 hrs x $ 94 = $ 4,512 Designer 140 hrs x $ 70 = $ 9,800 Draftsperson 140 hrs x $ 56 = $ 7,840 Field. Survey 8 hrs x $183 = $ 1,464 Reproduction $ 1,500 EPT Associates (see attached letter) $ 9,075 Subtotal $38,565 Cost of Delay 3,815 Total $42,380 • ASL Consultants, Inc. Robert Eichblatt, City Engineer Page 3 October 30, 1991 We request an increase in our ".not-to-exceed" fee in the amount of $42,380 to cover the above described work. Per our original agreement, the actual cost will be based on the hours worked by our personnel billed at our hourly rates subject to the "not-to-exceed" amount. This estimate excludes reproducing duplicate mylars for the interim and ultimate construction set. Thank you for your consideration of our request. We have enjoyed working with the City of this project. Please call if you have any questions. Sincerely, Wil iam E. ennett Principal WEB/cb Attachment Ltrl.WEB E Cam',/0 REQUES i FOR CITY COUNCIL ACTION ` Date January 22, 1990 Submitted to: Honorable Mayor and City Council Submitted by: Paul E. Cook, City Administrator'( Prepared by: Louis F. Sandoval, Director of Public Works kAAA,V# APPROVED BY CITY COUNCIL Subject: DOWNTOWN PUBLIC SPACES; CC-763 l— .2. 19.tO c Yc �xK Consistent with Council Policy? [ ] es [ ] New Policy or Exception Statement of Issue, Recommendation,Analysis, Funding Source, Alternative Actions,Attachments: STATEMENT OF ISSUE: The professional liability insurance for the engineering firm designing the Post Office for the Dowtown Public Spaces includes a $50,000.00 deductible which must be approved by City Council. RECOMMENDATION: Approve ASL Consulting Engineers' Professional Liability coverage with the $50,000.00 deductible. ANALYSIS: On July 17, 1989, the City Council approved the selection of ASL Consulting Engineers to prepare, plans, specifications, and cost estimates for the construction of the Downtown Public Spaces. On January 8, 1990, ASL Consulting Engineers's Professional Liability Insurance was rejected by staff because coverage included a $50,000.00 deductible. Resolution 6073 (Establishing Insurance and Indemnity Requirements for Contractors, Permit Applications, and Professional Services Contractors) while not addressing the issue of deductible limits on Professional Liability Insurance, does permit the modification or waiver of any and all requirements as approved by Council. Based on the qualifications of the firm, its personnel and financial statement, the Director of Public Works, the Risk Manager and the City Administrator recommend acceptance of their coverage with a $ 50,000.00 deductible. FUNDING SOURCE: N/A ALTERNATIVE ACTION: Deny approval of Professional Liability policy with the $50,000.00 deductible and cancel the contract with ASL Consulting Engineers. LFS:BPC:dw 2274g/11 PIO 5/85 REQUES i FOR CITY COUNCIL ACTION • Date November h, I989 Submitted to: Honorable Mayor and City Council Submitted by: Paul E. Cook, City Administrator Prepared by:'Louis F. Sandoval, Director of Public Works APPROVED BY CITY COUNCIL Subject: DOWNTOWN PUBLIC SPACES; CC-763 _ _ //— 6 19_ - ITY LEKK Consistent with Council Policy? V ] Yes [ ] New Policy or Exception Statement of Issue, Recommendation, Analysis, Funding Source, Alternative Actions, Attachments: STATEMENT OF ISSUE: The City Council on March 20, 1989 approved the improvement project for the U.S. Post Office located at the northeast corner of Main Street and Olive Avenue and authorized a professional service firm to prepare plans and specifications. RECOMMENDATION: Approve addendum to existing contract for $23,500 of additional engineering work for the Post Office to be done by ASL Consulting Engineers, the same engineers who are now preparing plans for the Downtown Public Spaces. ANALYSIS: On July 17, 1989, City Council approved a contract with ASL Consulting Engineers for $176,300 to prepare plans and specifications for the Downtown Public Spaces. The Public Works Department and ASL Consulting Engineers negotiated a price of $23,500 for additional work on the Post Office. FUNDING SOURCE: Redevelopment funds budgeted in Account E-TM-ED-800-6-39-00. ALTERNATIVE ACTION: Deny approval of addendum to existing contract with ASL Consulting Engineers. ATTACHMENTS: Addendum to existing contract with ASL Consulting Engineers. PEC:LFS:BPC:lw 2231g/5 GB. to G gZ 130 'r iJNI1NfH MU313~A1 13 / 1 a3n1333a n I,. clot AMENDMENT NO. 1 TO AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND ASL CONSULTING ENGINEERS FOR ENGINEERING DESIGN SERVICES FOR CONSTRUCTION OF DOWNTOWN PUBLIC SPACES THIS AMENDMENT NO. 1 is entered into this 6 day of a;z-bied,t2t.z.tJ , 1989, by and between the CITY OF HUNTINGTON BEACH, hereinafter referred to as "CITY" and ASL CONSULTING ENGINEERS, a California Corporation, hereinafter referred to as "CONTRACTOR. " WHEREAS, since the original agreement, dated July 17, 1989, CITY has requested extra work from CONTRACTOR and CONTRACTOR has agreed to perform such additional work; NOW THEREFORE, it is agreed by and between CITY and CONTRACTOR as follows : 1 . CONTRACTOR shall provide to CITY such services as set forth on Exhibit "A" attached hereto and incorporated herein by this reference. Such services shall not exceed the amount of TWENTY-THREE THOUSAND, FIVE HUNDRED ($23, 500) DOLLARS and shall be compensated by CITY to CONTRACTOR pursuant to the hourly rate schedule as set forth on said Exhibit "A" . 2 . All other terms and conditions of the original agreement shall remain in full force and effect. PAGE END - 1 - f IN WITNESS WHEREOF the parties hereto have executed this Amendment No. 1 as of the date hereinabove set forth. CONTRACTOR: CITY OF HUNTINGTON BEACH, ASL CONSULTING ENGINEERS, INC. A municipal corporation of the State of California ..C.y. Q'e'e-c'1.-� .cam/ Dou J. einha t, V.P. Mayor Wi ?it E. Bennett, Principal ATTEST: APPROVED AS 0 FORM: 6Pflft4i 4grachavur2 ic,-141 City Clerk ( City Attorney k - (o ag REVIEWED AND APPROV D: INI IATED AND APPROVED: \ (---- K----- E. K 140., I ill City Administrator Director of Public Works - 2 - I J 1 ASL Consulting Engineers EXHIBIT "A" SCOPE OF SERVICES POST OFFICE BUILDING RESTORATION DOWNTOWN PUBLIC SPACES - MAIN STREET CITY OF HUNTINGTON BEACH A. Preliminary Design $2, 500 Base Mapping Field Survey Preliminary Cost Estimates Meetings (Assume 2) B. Architectural Services $ 5, 500 Site Plan Floor Plan Structural Details Dock Details C. Landscape Services $11, 000 Site Plan Irrigation Plan Planting Plan Construction Details Irrigation and Planting Details D. Construction Documents $ 4, 500 Specifications Cost Estimate Meetings (Assume 2) Total $23, 500 - 1 - CERTIFIC! i OF INSURANCE ISSUE DATE(MM/DD/YY) 05/31/89 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE NARVER ASSOCIATES , INC. COMPANY 1517 Fair Oaks LETTER A Design Professionals Ins . Co. South Pasadena, CA 91030 COMPANY n INSURED t LETTER ASL Consulting Engineers COMPANY 55 E . Huntington Drive LETTER C 2nd Floor COMPANY Arcadia, CA 91006 LETTER COMPANY ATTN: LETTER E Design Professionals Ins . Co. COVERAGES THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS,AND CONDI- TIONS OF SUCH POLICIES. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN THOUSANDS LTR DATE(MWDD/YY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $1 ,000, X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OPS AGGREGATE $1 ,000, CLAIMS MADE 1" 1 OCCURRENCE p L 4 4 1607 11/07/88 11/07/89 1 PERSONAL&ADVERTISING INJURY $I NC L. A OWNER'S 8 CONTRACTORS PROTECTIVE EACH OCCURRENCE $1 ,000, FIRE DAMAGE(ANY ONE FIRE) $ 182 , MEDICAL EXPENSE(ANY ONE PERSON) $ 5 AUTOMOBILE LIABILITY ANY AUTO CSL $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (PER PERSON) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS Re : Dowtown Pu•l i c Spaces Mow) $ GARAGE LIABILITY PROPERTY 1 - - DAMAGE $ EXCESS LIABILITY EACH AGGREGATE OCCURRENCE APPROVID $ $ OTHER THAN UMBRELLA FORM AS TO FQ J • • •I TON STATUTORY WORKERS'COMPENSATION CITY 4 TORS $ (EACH ACCIDENT) AND By. ` ���� $ (DISEASE-POLICY LIMIT) EMPLOYERS'LIABILITY �� (DISEASE EACHEMPLOYEE) De w. OTHER ' s ey Professional 1 $1 , 000 each claim/ E Liability * PL 441607 11/07/88 11/07/89 laggregate; $50 , 000 deductible ea . claim DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS * For Professional Liability coverage, the aggregate limit is the total insurance available for all covered claims presented within the policy period. The limit will be reduced by payments of indemnity and expense . CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED[AFORE THE EX. City of Huntington Beach PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO 2000 Main Street MAIL MAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Huntington Beach, CA 92648 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR Attn: Jack Miller LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 11.)e ti• 41 8 11/ •Al• ACORD 25-S(11/85) IIR/ACORD CORPORATION 1985 c., th t. ..qz,X•2\\"‘1'0.• 1;1.'3 _,,„ .,•,'., ....% .3:•,•`,Y,'•, \O- - N.9.- __...,0",51.4 . \ ..,..,::;'. '' ''' 0.. ..' •;',,'",‘'`. - .2 .....0..,%OP' •\ .. ; ' , \'''' .•*‘:\.0 :\.',,S t• ON'VO/N):44. \ : ' '0. ':X st\s,i,•14.- • .,lottt.,:30. \ \ ', ., ,,,.•: ,i....,„; i,.., .....i.,,,,:tov,v. _,.., \ 2, ,,. . .,:•,..,...A,.. :• ,0.0.0...,_eci 0,,.,oC' .,,;,k,.,:f.,.:.'s.' ).-\\":,.,, •.,.. :1;,slvistv`0.1‘4.,:k•Ov' 04,'?•%'*CP. \. • , , \,$••,.:. ' • , • t,.s *.*.‘"P .AC*ej ,. ‘ 0,• . •,, . .v, 0 'N. ' , •.'..• * ,,, ..••• e , „ • \,. • -••''s ' :. • ',,.\'• cjoe..4t1--r3010 i‘C 9 .c",,-'9".>()' ,,,,,, q1''•N " • 0 ‘P 4 \4Sre."'. . 29' •. /ill 't0' * . 0G‘k0° kt‘N „),> A ' 04:b \:„Ni''\*,:,:`: '.. t‘°'C't\ '/"., 'C',.9.,*'.'^"'' Ne,f.P'' '' '' ,s .0 ,:•.. 41&;L :\','' *.1' • V ..."-.. 0. ...V ICO" (.1()., I* , '`',r: .., ' 'k' • C %II':‘4,.,),, r• r. .,." ,r•V"."' 7:7 '' 4.9' .„ •i, . .,,,- ‘v. =3 •,,,,.ok'k $/,' ,,,,/ .. .. /SO , .Ai• • .: CP,,•0. A:.'Ve. ./ ,,•'''' %.0., i' \C, -.4N )(10* ,.• '-'" ,---"" ,,-,--- \'''',7).: ,...s‘vo:04--9.701;•\-9-., ''' / • •...,, •,k.. ,s• Lk 0 ...-e • \y y _yr.k..1,,,V... ,40 4 0 0,5% ,,,,\%,7 z .-•' • „ tC)' • \Ai. \-',-,••,•t, ' \ fas4c,"‘\O- c.‘k-N7 ...: • • A'., ‘t....,,,,40-k v ot.,t..,T.:„.1,1'. 0,,.._,ccor,$):tp.5,..\,- ..... \)„,\Oc--;ei • , . •\\ - ' - • '1/4 • •/•• ..,•:, o' , \,.*, ..\-k Vit ,r• 0.3,4..„4.. .,.. ky ..7 '•' 0 ''. (,)."'4:9 I .4.:'''''; . 0 '47' , ,:` ,4 c- 1/4.t, ,f\'. . ' ApAoCktv N•A i 110 ' ' ''';:';'7. .>'?' vs • . ..,...fo. 4., ne" •,Y ^ • -'4' , .,.5,3 — (• )1‘. '. . ;.'' '' 11,4-(Po c,15.! ,ion. .;is ,',i' • • • .0° '' V' ,c • • „/;."•.s.,--•..••i v . . --k:'!,„, 1 .-'D 4,/-1''' e •nt. ',' — .1 0 tP,t_r%°.v \4'\;‘‘4:(T1\ '"" tP \ 0;?:%; / 44 kc e) c'l:• : ' AV ‘, (e" ,k0 ':1C) '''' 4.,P,' •\P ,••,,:i..,.,. ,..!.v. .4..„.., ,6.• . \ ,.. 7. '''' • ,,,..",.? NI'l <o° s:'. e • 4.v: " ‘4,0fro‘t,C,itt.0 3il‘ tw , '\•'. il‘"' ° '•"' .s‘ . N)C.' '41 ?" '<• '\/''- 'C'C',I,• 10\-'\ ' NI° 0 ' ' cl •''' ‘f-) )i,% • 0°O.Cik° *>• has In Icrca fbt 0 \Oi ' or. \ • . fl> ipL9,c,T0‘).;0\x',v."' ' )( e. ,„ • . To. i''t„0,..0.7 C,N rs1 • \ • ,..r •,.V . ...L. " k'.--- / . • .. .... ..."-r:,,,,,,,---: , . ,2, location of operationa \\ I 1„\SIs‘ (,eckle\; S. ;.‘.,...\---\ \ ' , (._31i / \:;,7;00"4, \ 01' •1/40' Ihr following coverages far thy perti; • c,\)" i olt,',' 0 . •;"/ , , •• "77 • ' POLICY NUMBER 7` ev*‘- ..1„ct ...• v? '3. - kl- ‹,.-.1-% ...,m+,........., l .•tr. // '' . ‘tPv° i ' -\\0 t X0 e s-k Y'''' ,S r- , *> .c> „,,, ,,,, t.• 1.1, op. oc- . 1.,,, ,,,:f., _.i.,:s-- -.. O o- ,,,,,,\5,5) ,.. 4,-- , ID\ u+Ims 5 .•' • \*'• 4,VIC \cc‘k ",..' . / , TonaN ,, 0 c,),0* ,•••ck ce Iji The above insurance 41010415 \IIP\ tisc,,,‘..),- AO 4 (......_ s' No (applicablo if IndIcausti by 3 ) ' P8ODUC 1 Veee1#4.1. v.474/.... OWNE AS. I.-1_1 .1,°1/4 4,VOk ,-;;•---- \O AA •''' -..„„., .44/40 4',„4.4a CONTRACTU, WAkt3\ 0 cl4,0,g , tp. ,,,-"‘ . BROAD ntAM. , • ••b..• ,, •, e'e , #9‘1 7--z BROAD FORM 0 • oskx" ...,"- ' • ,' 0.. ,.- .c.,t> •Cs4...- V)•.. .., .'-ii-c-''....„ POLICY NUMBER TYPE OF INSUIRki4 • cis ..0 .. ,,,e'No 4.0 . vl ,. . ‘ v, ••cip t•; ,4 IN,' e t.0 .6 •.\ . - ) , _____ . .._ 0 cfr e 41).ofc . ,• •,c o tp " 'S-\'` At'• .e„..ez. 0 ' • ..... • v w'‘. N SC° * ..N . : a, ' lik +q.l.' :,.0 te ".‘• ,c0 t'). v .•• -...A .•, °' 4.63 • fxcliss LiAail.)7y 0..€77,,,,,-",,,, 6 UrnbreIta '. ..,?,OA ,, cr. 0' • SN. es‘C' .3-0S'e i,N:1 „. • 'N,' 4?) .3'Y DAMAGE 0 t hor /741a.,.../ N 0). ,•,.1''\0.'- 01..1. •:`.`"') ••\ ' ...K, ee el 40• • ••( c)`- 1 1,o ,-,' .' ,- 1 1 a 0 ,a E POLICY NUMBER: PL441607 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED-DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: City of Huntington Beach (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule as an insured but only with respect to liability arising out of your operations or premises owned by or rented to you. Endorsement Effective: 11/7/88 Endorsement Number: 15 Named Insured: ASL Consulting Engineers Agent: Narver Associates, Inc. MK/jh 12/14/88 A PPOVED AS TO FORVZ 4Lll. MUTTON % `IM arTs r: CG 20 26 11 85 Copyright, Insurance Services Office, Inc., 1984 RISK fAtIAGEMENT Juu IS 1136 Ali '89 Avoib� CERTIFICA F INSURANCE ISSUE DATE(MM/DD/YY) 3-28-89 PRODUCE,'f THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS • ) NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, WESTLAND IF.TSURANCE BROKERS EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW P.O. BOX . 3468 IRVINE, CA 92713 COMPANIES AFFORDING COVERAGE CLEER OTTNY A MARYLAND CASUALTY COMPANY CODE SUB-CODE LETTERNY B SAFECO INSURANCE COMPANY INSURED ?SS COMPANY LETTER C ASL CONSULTING ENGINEERS 55 E. HUNTINGTON DR. STE. 200 COMPANY ARCADIA, CA 91006 LETTER D COMPANY E LETTER COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN THOUSANDS LTR DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OPS AGGREGATE $ CLAIMS MADE OCCUR. PERSONAL&ADVERTISING INJURY $ OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MEDICAL EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED X ANY AUTO LIM TLE $ 1,000, A X ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS WAA82480088 1-7-89 1-7-90 (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE EXCESS LIABILITY EACH AGGREGATE OCCURRENCE $ $ OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION STATUTORY $ 1,000, (EACH ACCIDENT) B AND WC8133637A 4-1-89 4-1-90 $ 1,000, (DISEASE—POLICY LIMIT) EMPLOYERS'LIABILITY $ 1,000, (DISEASE—EACH EMPLOYEE) OTHER ° TC4M Lorney Appg° ey- DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS BY Dew J �!y"" °�� 01:11,' 413 CERTIFICATE HOLDER 1, ►ricpw9 IQ* V,11 � SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL XXLIM1RXXQ:X CITY OF HUNTINGTON BEACH . MAIL 30 DAYS WRtTT.EN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE 2000 MAIN ST. IXrXIXI XXXXXI P.O. BOX 190 MOMOGEOXIMMEXXXXX HUNTINGTON BEACH, CA 92648 AUTHORIZE PRESENTATIVE ACORD 25-S(3/88) ACORD CORPORATION 1988 ' LNUL VeL H55V1..1C1Lb/ 111U. 1 ruLILICO DCLUVV. 1517 Fair Oaks Avenue COMPANIES AFFORDING COVERAGE South Pasadena, CA 91030 ETTERNYA Hartford Underwriters Insurance Company ___._ _ _ COMPANY B INSURED LETTER ASL Consulting Engineers ETTERNY `' 55 East Huntington Drive, Suite 200 - - --------- ------ --- -------------------------- Arcadia, CA 91006 COMPANY D i LETTER Attn: Pam Steinhart COMPANLETTERY E - _ - _ - •- - :- = - - - - - _ core,.• -- _ - ,'3:,t OV GES� - _ - ,q C .ERA - - - - - -- _�_..._ _._ _ � ... z2i� _mow � ... c- .r _. _ - fit _ _n.. i _ _..� _ �_—.... ... ». .. �..e..:Y:%..:.. ..........''.::...,.:.<� ..... .�.... �L::vi..:. ._ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO' TYPE OF INSURANCE `I POLICY NUMBER •POLICY EFFECTIVE POLICY EXPIRATION LIMITS T ' LTR DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY (GENERAL AGGREGATE ` $ - COMMERCIAL GENERAL LIABILITY 1 PRODUCTS-COMP/OP AGG. '1 $ CLAIMS MADE, ,OCCUR. 'PERSONAL&ADV.INJURY j $ , OWNER'S&CONTRACTOR'S PROT. I EACH OCCURRENCE I $ __ i FIRE DAMAGE(Any one tire) 1 $ - v MED.EXPENSE(Any one person) $ - AUTOMOBILE LIABILITY S' 00 At 0.1,01 i COMBINED SINGLE $ ANY AUTO �•.Ao �O�1 AtY kb �O�j18Yi =LIMIT -_._ _. - ----- ALL OWNED AUTOS Ga�s��� �j Y v BODILY INJURY $ SCHEDULED AUTOS ) (Per person) - HIRED AUTOS ! I BODILY INJURY��v�: $ NON-OWNED AUTOS - (Per acalcIent)A ' GARAGE LIABILITY ��- j .-.! PROPERTY DAMAGE. $ EXCESS LIABILITY v j EACH OCCURRENCE , • f $ ' UMBRELLA FORM - I AGGREGATE - -1 $ - I ' OTHER THAN UMBRELLA FORM 1 ' - I STATUTORY LIMITS i''"•••_ i,.v. 'J WORKER'S COMPENSATION ---- I EACH ACCIDENT " I $ 1,000,000 A AND 72 WK 9757 04/01/90 04/01/91 -DISEASE-POLICY LIMIT l $' 1,000,000 EMPLOYERS'LIABILITY ^DISEASE-EACH EMPLOYEE I $ 1,000,000 ,OTHER • DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS The certificate holder is named as Additional Insured with respects to Workers Compensation Only. f CERTIFICATE HOLDER - - CANCELLATION r SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE LYIAL VGA- AUV,,,..l.A.,O•J/ 1ILl.• i rvLIVIGJ 14,IGLv n. 1517 Fair Oaks Avenue COMPANIES AFFORDING COVERAGE South Pasadena, CA 91030 COMPANY A Design Professionals Insurance Conwny LETTER -- -- -- . - _ COMPANY B INSURED LETTER ASL Consulting Engineers I COMPANY LETTER C 55 East Huntington Drive, Suite 200 j .______._. Arcadia, CA 91006 I COMPANY D LETTER COMPANY E LETTER - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ' CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO' ;POLICY EFFECTIVEIPOLICY EXPIRATION TYPE OF INSURANCE I POLICY NUMBER ! LIMITS LTR , DATE(MM/DD/YY) DATE(MM/DD/YY) I • GENERAL LIABILITY I i , `GENERAL AGGREGATE -- $ -— - COMMERCIAL GENERAL LIABILITY; } ! PRODUCTS-COMP/OP AGO. - $ CLAIMS MADE, I OCCUR.' i [PERSONAL&ADV,INJURY $ . ! OWNER'S&CONTRACTOR'S PROT: ! - -1 EACH OCCURRENCE— ' $ FIRE DAMAGE(Any one fire) $_` -` j .MED.EXPENSE(Any one person); $ AUTOMOBILE LIABILITY - ; ' COMBINED SINGLE ANY AUTO I I LIMIT $ ALL OWNED AUTOS, �f - _,, TT^ } BODILY INJURY $ •SCHEDULED AUTOS -- I I (Per person)' -- HIRED AUTOS i BODILY INJURY 1 ' :NON-OWNED AUTOS .; (Per acoident) .. j $ _ ,. �_ GARAGE LIABILITY I _ -. - I PROPERTY DAMAGE $ • _ I I EXCESS LIABILITY ! - EACH OCCURRENCE 1 $ _ ! t UMBRELLA FORM { j • ' AGGREGATE is OTHER THAN'UMBRELLA FORM ; {---: v --r, - I STATUTORY LIMITS i WORKER'S COMPENSATION I --- - ----�=• --••J --> f-='=- AND I 1 EACH ACCIDENT _ l $ _,._ —._ — i DISEASE-POLICY LIMIT • $ EMPLOYERS'LIABILITY '------_..-------.--------_L_..-----__--_- DISEASE-EACH EMPLOYEE j $ OTHER ! $1,000,000 each claim A Professional PL 442853-01 11/07/90 11/07/91 $2,000,000 annual aggregate; Liability * ! $100,000 deductible each cla. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS* For Professional Liability coverage, the aggregate limit is the total insurance available for all covered claims presented within the policy period. The limit will be reduced by payments of indemnity and expense. 1 CERTIFICATE HOLDER '�,^ • ..,- : • CANCELLATION-:F' -`` �' '' -_-- .�._ -•_-_...__.....__ .u.__...__..,.,_ .-.. _-- -,---.._.by�insuring�-company.- -.-=, � - � .-�:� .�: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 1517 Fair Oaks Avenue COMPANIES AFFORDING COVERAGE South Pasadena, CA 91030 COMPANY A LETTER 1-- Scottsdale._.Insurance_._Company COMPANY B INSURED i LETTER ASL Consulting Engineers I COMPANY 55 E. Huntington Drive, #200 f LETTER C Arcadia, CA 91006 1 COMPANY 1341 I LETTER D COMPANY E LETTER 't'- - iy'�•. ;'i1. "4`:- 'd,.e=v ..:��'•�• -�'1..?:fr: ._.,�,ca..-l--isr.'-`.. iGOVERAGES_ ��r,.,��`�i� .,�1.'�' .,�?` �F. � ,_. ��:�.-�' 1�-_._ _�x;�._.,. ,::.,3��,�?:�,•.<e,. x..:, - -...._...u._.. . ..........iS:;, a.s•-.3'_._.: ,� �.�_tom'.'y.. z�r�.u....cx ,�;.c.a/�"ua�a:y:w<'s:` -. - _. �--1..,.....q:e�*.iz '.lc »^ "'-�..: �..-- �-r=:�.�.....:.Y THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH-THIS - CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. —i POLICY EFFECTIVE POLICY EXPIRATION CO I TYPE OF INSURANCE POLICY NUMBER LIMITS 1 LTflI. + DATE(MM/DDNY) DATE(MM/DD/YY) I t `-GENERAL LIABILITY , . I GENERAL AGGREGATE 1 $ 1_,0 ,�_Q O, X_ !COMMERCIAL GENERAL LIABILITY -; LPRODUCTS-COMP/OP AGG. $ 1 o o o o O 0. r. [L,1 ;CLAIMS MADE! x OCCUR. AES 000365 11/0 7/9 O 11/0 7/9 1I PERSONAL&ADV.INJURY I $ INCL. 1_-1 OWNER'S&CONTRACTOR'S PROT. I - 1 EACH OCCURRENCE -I $ 1, 0 0 0,0 0 0- .FIRE DAMAGE(Any one 11re) $ 1 �. 5 0 ,0 o Q {MED.EXPENSE(My one person) $ 1-4'O O O AUTOMOBILE LIABILITY I I { - . 1 I _ 1'COMBINED SINGLE- $' I ANY AUTO - .. - •- LIMIT iALLOWNEDAUTOS- FOB: net •' ----__ SCHEDULED AUTOS i ' O AS.T�Ci.ty A: , a .. Per BODILYperson)I URY•;_ $ HIRED AUTOS *--0. i u ili - ' •tY -t'/� '' __ SL I +1 BODILY INJURY i $ NON-OWNED AUTOS �xA utiy (Per accident) :. ' GARAGE LIABILITY L. '' d. - --- ®i/ I PROPERTY DAMAGE'_ - ' $ - ;EXCESS LIABILITY I �. I 1 EACH OCCURRENCE , $ - - UMBRELLA FORM / AGGREGATE • + $ I OTHER THAN UMBRELLA FORM I ' t'_,_--: , _. -J. -- __ r WORKER'S COMPENSATION i I STATUTORY LIMITS �r_ `__ - -- ',?'; EACH ACCIDENT ' $ ANDipek DISEASE—POLICY LIMIT $ ' EMPLOYERS'LIABILITY t I- — -- —I —— DISEASE—EACH EMPLOYEE $ OTHER e 44414:44,,,,,P( ,e441.4,44,1 isafil44,0 , DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CERTIFICATE"HOLDER_ =L` n •..•,_ i=.�„-_•,._,. 4 . .. . - -:;: .:CANCEL ATLO.N �1:; .<;. ,�_•� _ t'l :, SHOULD ANY OF ITHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE— Citv of Huntington Beach ti' FYPIPATICIA1 neTr= TIJGGFr TWF ICC]IIN!] r.!IRA DAAIV 1A/II I EXIXXMCCXXX lzr,DWA-1.111J r,1NUU.KOrdlr,1V1 In consideration of an additional premium of , it is hereby understood and agreed that the following applies: ADDITIONAL INSURED Check if applicable XX City of Huntington Beach • is/are Additional Insured/s as respects work done by Named Insured. PRIMARY COVERAGE Check if applicable With respect to claims arising out of the operations of the• Named Insured, such insurance as afforded by this policy is primary and is not additional to or contributing with any other insurance carried by or for the benefit of the above Additional Insured/s . WAIVER OF SUBROGATION Check if applicable It is understood and agreed that the Company waives the right of subrogation against the above Additional Insured/s, but only as respects the job or premises described in the certificate attached hereto. CROSS LIABILITY CLAUSE - Check if applicable ' The naming of more than one person, firm or corporation as insureds under this policy shall not, for that reason alone, extinguish any rights of one insured against another, but this endorsement, and the. naming of multiple insureds, shall not increase the total liability of the Company under this policy. NOTICE OF CANCELLATION Check if applicable XX It is understood and agreed that in the event of cancellation of the Policy for any reason other than non-payment of premium, 30 days written notice will be sent to the certificate holder by mail. In the event the policy is cancelled for non-payment of premium, 10 days written notice will be sent to•:the above Policy No.AES 000365 Effective date: 11/07/90 Insurance Company: Scottsdale Insurance Company Issued to: ASL Consulting Engineers Authorized Representative Xl4.1,(�c.H1 • %, f) CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK July 18, 1989 ASL Consulting Engineers 2540 Red Hill Avenue Suite C Santa Ana, CA 92705-5542 Attn: William E. Bennett, Principal The City Council of the City of Huntington Beach at the regular meeting held Monday, July 17, 1989, approved an agreement between the City and ASL Consulting engineers for engineering design services for construction of downtown public spaces. Enclosed is an executed copy of the agreements for your records. Connie Brockway City Clerk CB:bt Enc. (Telephone:714-536-5227) fej. 0 , REQUE� FOR CITY COUNCIL ACTION Date July17, 1989 Submitted to: Honorable Mayor and City Council Submitted by: Paul E. Cook, City AdministratorA Prepared by: Louis F. Sandoval, Director of Public Works`:2 APPROV ED BY CITY COUNCIL Pat Spencer, Director of Housing and Redeveloplrrl J— / 7 19_62 Subject: DOWNTOWN PUBLIC SPACES; CC-763 J CITY CLERK Consistent with Council Policy? [ ] Yes [ ] New Policy or Exception Statement of Issue, Recommendation, Analysis, Funding Source,Alternative Actions, Attachments: STATEMENT OF ISSUE: Proposals were requested from qualified engineering consultants to prepare plans, specifications and cost estimates for the construction of Downtown Public Spaces on Main Street between Acacia Avenue and Pacific Coast Highway. RECOMMENDATION: Approve the selection of ASL Consulting Engineers and authorize staff to establish a design budget of $181,300.00; this will include consultant fees of $176,300.00 and anticipated miscellaneous expenditures of $5,000.00. ANALYSIS: In conjunction with the downtown redevelopment program, the public spaces on Main Street between Acacia Avenue and Pacific Coast Highway must be improved. Those improvements would include street widening, street reconstruction, sidewalk and pavement enhancement, water service and storm drain, street lighting improvements, signing, striping and street furniture. Therefore, pursuant to Chapter 3.03, "Professional Services" of the Municipal Code, proposals for the preparation of appropriate plans, specifications and cost estimates were solicited from Walden & Associates, Inc., ASI_ Consulting Engineers, Boyle Engineering, Willdan "‹ Associates and Fuscoe, Williams, Lindgren & Short. Each of these consultants submitted a proposal on April 21, 1989. A committee comprised of staff from Housing ,cC< Redevelopment and Public Works reviewed each of the five proposals and selected Boyle Engineering, Willdan ' Associates and ASI_ Consulting Engineers for interviews. Based on this process, staff requests approval of the recommended action. FUNDING SOURCE: Sufficien.= revenues are available in the Capi_cal Improvement Budget - Main/Pier Redevelopment Project area. Din=IQ Request for Council Action Downtown Public Spaces July 5, 1989 Page 2 ALTERNATIVE ACTION: Deny approval of contract and forego design of Downtown Public Spaces and subsequent construction. ATTACHMENTS: ASL Consulting Contract LFS:DRN:lw 2104g/5 HEQUE 5 I I—UK UI I Y UUUNUIL/ fl Goo• REDEVI OPMENT AGENCY JTION 3 IL> Date February 19, 1991 APPROVED BY CITY COUNCIL Submitted to: Honorable Mayor and City Council Submitted by: Michael T. Uberuaga, City Administrator1131-1/ Prepared by: Louis F. Sandoval, Director of Public Works � c Barbara Kaiser, Director of Housing & Redevelopment/Deputy ityAdministrator Subject: DOWNTOWN PUBLIC SPACES; CC-763 Consistent with Council Policy? [X] Yes [ ] New Policy or Exception • Statement of Issue, Recommendation, Analysis, Funding Source, Alternative Actions, Attachments: as STATEMENT OF ISSUE: Additional work was required by the design consultant to complete the plans for the Downtown Public Spaces adjacent to the Main Street Parking Structure. RECOMMENDATION: Approve Amendment No. 2 in the amount of $12,140.00 to the existing contract with ASL Consulting Engineers, Inc. for redesign and redrafting of plans. ANALYSIS: On July 17, 1989, the City Council approved a contract with ASL Consulting Engineers in the amount of $176,300 to design, prepare plans, specifications, and cost estimates for the Downtown Public Spaces. Amendment Number 1 was approved by City Council on November 6, 1989 in the amount of $23,500 for the purpose of preparing plans and specifications for site improvements at the U.S. Post Office located at the northeast corner of Main Street and Olive Avenue. Due to the construction of the Main Street Parking Structure considerable changes were required from the original design criteria for the Downtown Public Spaces. Both ASL Consulting Engineers and EPT Landscape Architecture, the subcontractor for ASL, were required to completely redesign and redraft five sheets of the landscape and street improvement plans. • FUNDING SOURCE: Redevelopment Funds budgeted in Account Number E-TM-ED-800-6-39-00. ALTERNATIVE ACTION: Deny approval of Addendum to existing contract with ASL Consulting Engineer. ATTACHMENTS: Amendment No. 2 to existing contract with ASL Consulting Engineers. MTU:LFS:BPC:dw 2776g/9 •,, a CITY OF HUNTINGTONI BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK February 23, 1990 ASL Consulting Engineers 2540 Red Hill Avenue Suite C Santa Ana, CA 92705-5542 Attn: William E. Bennett The City Council of the City of Huntington Beach at the regular meeting held Monday, November 6, 1989 approved Amendment No 1 to Agreement between the City of Huntington Beach and ASL Consulting Engineers for Engineering Design Services for Construction of Downtown Public Spaces . Enclosed is an executed copy of the agreement for your records. Connie Brockway City Clerk CB:bt Enc. (Telephone: 714-536-5227) in CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK March 25, 1991 ASL Consulting Engineers ns 2540 Red Hi1 --Avenue z � Suite °' P rx a Ana, CA 92705-5542 The City Council of the City of Huntington Beach at the regular meeting held February 19, 1991 , approved Amendment No. 2 to Agreement between the City of Huntington Beach and ASL Consulting Engineers, Inc. , for engineer- ing design services for construction of downtown public spaces. Enclosed is an executed copy of the agreement for your records. Connie Brockway City Clerk CB:bt Enc. (Telephone:714-536-5227) oo.Do AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND ASL CONSULTING ENGINEERS FOR ENGINEERING DESIGN SERVICES FOR CONSTRUCTION OF DOWNTOWN PUBLIC SPACES THIS AGREEMENT, made and entered into this /(7/i day of 9':4 �fj , 1989, by and between the CITY OF ' HUNTINGTON BEACH, a municipal corporation of the State of California, hereinafter referred to as "CITY, " and ASL CONSULTING ENGINEERS, a California corporation, hereinafter referred to as "CONTRACTOR. " WHEREAS, CITY desires to engage the services of an engineering design contractor to prepare plans, specifications and cost estimates for the construction of Downtown Public Spaces on Main Street between Acacia Avenue and Pacific Coast Highway in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, it is agreed by CITY and CONTRACTOR as follows : 1. WORK STATEMENT CONTRACTOR shall provide all services as described in the Request for Proposal, dated March 29, 1989, and CONTRACTOR'S Proposal dated April 21, 1989 (hereinafter collectively referred to as Exhibit "A") , which is attached hereto and incorporated into this Agreement by this reference. Said services shall sometimes hereinafter be referred to as "PROJECT. " CONTRACTOR hereby designates William E. Bennett, who shall represent it and be its sole contact and agent in all consultations with CITY during the performance of this Agreement . - 1 - 2 . CITY STAFF ASSISTANCE CITY shall assign a staff coordinator to work directly with CONTRACTOR in the performance of this Agreement. 3 . TIME OF PERFORMANCE Time is of the essence of this Agreement. The services of the CONTRACTOR are to commence as soon as practicable after the execution of this Agreement and all tasks specified in Exhibit "A" shall be completed no later than seven months from the date of this Agreement . These times may be extended with the written permission of the CITY. The time for performance of the tasks identified in Exhibit "A" are generally to be as shown in the Scope of Services on the Work Program/Project Schedule. This schedule may be amended to benefit the PROJECT if mutually agreed by the CITY and CONTRACTOR. 4 . COMPENSATION In consideration of the performance of the engineering services described in Section 1 above, CITY agrees to pay CONTRACTOR a fee not to exceed One Hundred Seventy-Six Thousand, Three Hundred Dollars ($176,300) . 5 . EXTRA WORK In the event of authorization, in writing by the CITY, of changes from the work described in Exhibit "A" , or for other written permission authorizing additional work not contemplated herein, additional compensation shall be allowed for such Extra Work, so long as the prior written approval of CITY is obtained. 6 . METHOD OF PAYMENT A. CONTRACTOR shall be entitled to progress payments - 2 - toward the fixed fee set forth in Section 4 herein in accordance with the progress and payment schedules set forth in Exhibit A" . B. Delivery of work product : A copy of every technical memo and report prepared by CONTRACTOR shall be submitted to the CITY to demonstrate progress toward completion of tasks. In the event CITY rejects or has comments on any such product, CITY shall identify specific requirements for satisfactory completion. Any such product which has not been formally accepted or rejected by CITY shall be deemed accepted. C. The CONTRACTOR shall submit to the CITY an invoice for each progress payment due. Such invoice shall: 1) Reference this Agreement; 2) Describe the services performed; 3) Show the total amount of the payment due; 4) Include a certification by a principal member of the CONTRACTOR'S firm that the work has been performed in accordance with the provisions of this Agreement; and 5) For all payments include an estimate of the percentage of work completed. Upon submission of any such invoice, if CITY is satisfied that CONTRACTOR is making satisfactory progress toward completion of tasks in accordance with this Agreement, CITY shall promptly approve the invoice, in which event payment shall be made within thirty (30) days ' of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld. If the CITY does not approve an invoice, CITY shall notify CONTRACTOR in writing of the - 3 - reasons for non-approval, within seven (7) calendar days of receipt of the invoice, and the schedule of performance set forth in Exhibit "A" shall be suspended until the parties agree that past performance by CONTRACTOR is in, or has been brought into compliance, or until this Agreement is terminated pursuant to Section 12 hereof. D. Any billings for extra work or additional services authorized by the CITY shall be invoiced separately to the CITY. Such invoice shall contain all of the information required under paragraph 6C, and in addition shall list the hours expended and hourly rate charged for such time. Such invoices shall be approved by CITY if the work performed is in accordance with the extra work or additional services requested, and if CITY is satisfied that the statement of hours worked and costs incurred is accurate. Such approval shall not be unreasonably withheld. Any dispute between the parties concerning payment of such an invoice shall be treated as separate and apart from the ongoing performance of the remainder of this Agreement. 7. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that all materials prepared hereunder, • including all original drawings, designs, reports, both field and office notes, calculations, maps and other documents, shall be turned over to CITY upon termination of this Agreement or upon PROJECT completion, whichever shall occur first. In the event this Agreement is terminated, said materials may be used by CITY in the completion of PROJECT or as it otherwise sees fit. Title to said materials shall pass to the CITY upon payment of fees - 4 - determined to be earned by CONTRACTOR to the point of termination or completion of the PROJECT, whichever is applicable. CONTRACTOR shall be entitled to retain copies of all data prepared hereunder. 8 . INDEMNIFICATION AND HOLD HARMLESS CONTRACTOR hereby agrees to indemnify and hold and save harmless CITY, its officers and employees from any and all liability, including any claim of liability and any and all losses negligent 146 or costs arising out of the /performance of this agreement by CONTRACTOR, its officers or employees . 9 . WORKERS' COMPENSATION CONTRACTOR shall comply with all of the provisions of the Workers ' Compensation Insurance and Safety Acts of the State of California, the applicable provisions of Division 4 and 5 of the California Labor Code and all amendments thereto; and all similar state or federal acts or laws applicable; and shall indemnify, defend and hold harmless CITY from and against all claims, demands, payments, suits, actions, proceedings and judgments of every nature and description, including attorney' s fees and costs presented, brought or recovered against CITY, for or on account of any liability under any of said acts which may be incurred by reason of any work to be performed by CONTRACTOR under this Agreement. CONTRACTOR shall obtain and furnish evidence to CITY of maintenance of statutory workers ' compensation insurance and employers ' liability in an amount of not less than $100, 000 bodily injury by accident, each occurrence, $100, 000 bodily injury by disease, each employee, and $250,000 bodily injury by disease, policy limit. - 5 - 10. INSURANCE In addition to the workers ' compensation insurance and CONTRACTOR'S covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY the following insurance policies covering the PROJECT: A. General Liability Insurance. A policy of general public liability insurance, including motor vehicle coverage. Said policy shall indemnify CONTRACTOR, its officers, agents and employees, while acting within the scope of their duties, against any and all claims of arising out of or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of $1, 000,000 per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than $1, 000, 000. Said policy shall name CITY, its officers, and employees as Additional Insureds, and shall specifically provide that any other insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR'S insurance shall be primary. - 6 - B. Professional Liability Insurance. CONTRACTOR shall acquire a professional liability insurance policy covering the work performed by it hereunder. Said policy shall provide coverage for CONTRACTOR' S professional liability in an amount not less than $500, 000 per claim. A claims made policy shall be acceptable. 11. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by Sections 9 and 10 herein; said certificates shall provide the name and policy number of each carrier and policy, and shall state that the policy is currently in force and shall promise to provide that such policies will not be cancelled or modified without thirty (30) days prior written notice to CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages hall not derogate from the provisions for indemnification of CITY BY CONTRACTOR under Section 8 of this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all said policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. - 7 - A separate copy of the additional insured endorsement to each of CONTRACTOR' S insurance policies, naming the CITY, its officers and employees as Additional Insureds shall be provided to the City Attorney for approval prior to any payment hereunder. 12 . INDEPENDENT CONTRACTOR CONTRACTOR is, and shall be, acting at all times in the performance of this Agreement as an independent contractor. CONTRACTOR shall secure at its expense, and be responsible for any and all payments of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its. officers, agents and employees and all business licenses, if any, in connection with the services to be performed hereunder. 13 . TERMINATION OF AGREEMENT All work required hereunder shall be performed in a good and workmanlike manner. CITY may terminate CONTRACTOR'S services hereunder at any time with or without cause, and whether or not PROJECT is fully complete. Any termination of this Agreement by CITY shall be made in writing through the City Engineer, notice of which shall be delivered to CONTRACTOR as provided in Section 16 herein. 14 . ASSIGNMENT AND SUBCONTRACTING . This Agreement is a personal service contract and the supervisory work hereunder shall not be delegated by CONTRACTOR to any other person or entity without the consent of CITY. - 8 - 15. COPYRIGHTS/PATENTS CONTRACTOR shall not apply for a patent or copyright on any item or material produced as a result of this Agreement, as set forth in 41 CFR 1-9 . 1. 16 . CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of California Government Code Sections 1090 et seq. 17. NOTICES Any notices or special instructions required to be given in writing -under this Agreement shall be given either by personal delivery to CONTRACTOR'S agent (as designated in Section 1 hereinabove) or to CITY' S Director of Public Works, as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Services, addressed as follows: TO CITY: TO CONTRACTOR: Mr. Louis Sandoval William E. Bennett Director of Public Works Principal City of Huntington Beach 2540 Red Hill Avenue 2000 Main Street Suite C Huntington Beach, CA 92648 Santa Ana, CA 92705-5542 - 9 - 18 . ENTIRETY The foregoing, and Exhibit "A" attached hereto, set forth the entire Agreement between the parties . 19 . COMPLIANCE WITH HBMC CHAPTER 3 . 03 This agreement has been procured pursuant to, and complies with the provisions of , Huntington Beach Municipal Code Chapter 3 . 03 , entitled "Professional Services . " IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers the day, month and year first above written. CONTRACTOR: CITY OF HUNTINGTON BEACH, ASL CONSULTING ENGINEERS, INC. A municipal corporation of the State of California Do einhart, V.P. Mayor illiam E. Bennett, rincipal ATTEST: APPROVED AS TO FORM: 14c4z.,. 4040(4477 City Clerk City Attorney c,_Sj REVIEWED AND APPROVED: -ITIA'TED A APPROVED: City Administrator Direc or of Public Works rf C -1 (Q .. e0�j — 10 - , AMENDMENT NO 2 TO AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND ASL CONSULTING ENGINEERS, INC. FOR ENGINEERING DESIGN SERVICES FOR CONSTRUCTION OF DOWNTOWN PUBLIC SPACES (CC-763) AMENDMENT NO 2 TO AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND ASL CONSULTING ENGINEERS, INC. FOR ENGINEERING DESIGN SERVICES FOR CONSTRUCTION OF DOWNTOWN PUBLIC SPACES (CC-763) THIS AMENDMENT NO 2 is entered into this 19th day of February 1991, by and between the CITY of HUNTINGTON BEACH, a municipal corporation of the State of California, hereinafter referred to as "CITY, " and ASL CONSULTING ENGINEERS, INC. , a California corporation, hereinafter referred to as "CONTRACTOR. " WHEREAS, since the original agreement, dated July 17, 1989, CITY has requested extra work from CONTRACTOR and CONTRACTOR Has agreed to perform such additional work; NOW, THEREFORE, IT IS AGREED by and between CITY and CONTRACTOR as follows : 1. CONTRACTOR shall provide to CITY such services as set forth on Exhibit "A" attached hereto and incorporated herein by this reference. Such services shall not exceed the amount of TWELVE THOUSAND, ONE HUNDRED FORTY DOLLARS ($12, 140 . 00) and shall be compensated by CITY to CONTRACTOR pursuant to the hourly rate schedule as set forth on said Exhibit "A. " 2 . All other terms and conditions of the original agreement shall remain in full force and effect. IN WITNESS WHEREOF the parties hereto have executed this Amendment No 2 as of the date hereinabove set forth. ASL CONSULTING ENGINEERS, INC. CITY OF HUNTINGTON BEACH, a California corporation ' ipal corporation f the tate of alifornia By: Mayor Its : By: (6! 1A---.4.<-`-ei Its : S<c-rt'LQ r y APPROVED AS TO FORM: APPROVED AS TO FORM: anfgrio48/14/Chalai City Clerk City Att`ney REVIEWED AND APPROVED: INITIATED AND APPROVED: City Administrator Direct r of Public Works �j�G ASL CONSULTING ENGINEERS, INC. EXHIBIT "A" SCOPE OF SERVICES MAIN STREET PARKING STRUCTURE ' STREET IMPROVEMENTS DOWNTOWN PUBLIC SPACES - MAIN STREET CITY OF HUNTINGTON BEACH A. Redesign and Redrafting of Five Sheets Project Manager 4 HOURS X $95 . 00 = $380 . 00 Project Engineer 2 HOURS/SHEET X 5 SHEETS X $88 . 00 = $880 . 00 Designer 16 HOURS/SHEET X 5 SHEETS X $58 . 00 = $4, 640 . 00 Draftsperson 24 HOURS/SHEET X 5 SHEETS X $52 . 00 = . . . . $6 ,240 . 00 Total . . $12, 140 . 00 _ Cc - 7C-s Or /irA1% \kkw,, A!\_ ✓,,. . „A.s%6v/ ////�__=_\\l\vV�l in\\\\\\ IRECELIVIED - rod CAN CLERK CITY OF '0 STOP NOTICE HUNTlUCT(1N i<c1,Cy, CALIF.. C LEGAL NOTICE TO WITHHOLD CONSTRUCTION FUND C 7 9 45 A '92 (Public or Private Work) (Per California Civil Code Section 3103) �\ To: City of Huntington Beach - Engrs. Dept. Project: Main St. Street Scape - Hunt. Beach (Name of owner,public body or construction fund holder). (Name) P.O. Box 190 Main St. & Yorktown (Address.II directed to a bank or savings and loan assn.,use address of branch holding fund) (Address) Huntington Beach, Calif. 92648 Huntington Beach, Calif. 92648 (City,state and zip) (City,state and zip) TAKE NOTICE THAT R.G. Durda Tractor Service, Inc. (Name of the person or firm claiming the stop notice.Licensed contractors must use the name under which contractor's license is issued) whose address is 19192 Stewart St. - Huntington Beach, Calif. 92648 • (Address of person or firm claiming stop notice) has performed labor and furnished materials for a work of improvement described as follows: Main St. Street Scape - Huntington Beach, Calif. ' (Name and location of the project where work or materials were furnished) The labor and materials furnished by claimant are of the following general kind: Labor, Equipment, Cat Hoe with Breaker and Dump Trucks. , (Kind of labor,services,equipment,or materials furnished or agreed to be tarnished by claimant) The labor and materials were furnished to or for the following party' Artistic Landscape & Engineering (Name of the party who ordered the work or materials) Total value of the whole amount of labor and materials agreed to be furnished is: $ 29,610.47 The value of the labor and materials furnished to date is: $ 29,610.47 Claimant has been paid the sum of: $ 4,916.41 and there is due,owing and unpaid the sum of: $ 24,694.06 You are required to set aside sufficient funds to satisfy this claim with interest,court costs and reasonable costs of litigation,as provided by law. You are also notified that claimant claims an equitable lien against any construction funds for this project which are in your hands. FIRM NAME: R.G. Durda Tractor Service, Inc. (Name of stop notice claimant) By (Ow er or gen of stop notice claimant mus si n here and verily below) VERIFICATION I,the undersigned,say: I am the "President of" ("President of","A partner of",'Owner or,'Agent of",etc.) the claimant named in the foregoing Stop Notice; I have read said Stop Notice and know the contents thereof; the same is true of my own knowledge. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. ., ..� ... CO ... irnntinaton Beach r:alifnrnia. //!/ \\®\v1///l\\\tJ/�///////A�\\\\\v///////7�1. //n1\\\\\� C � ADDITIONAL INFORMATION (1) On a public job,file a stop notice with the controller,auditor,or other public disbursing officer whose duty it is to make payments under the prime contract,or with commissioners,managers,trustees,officers,board of supervisors,board of trustees.Civil Code§§3179-3214. (2) On a private job,file a stop notice with responsible officer or person at office or branch of construction lender administrating funds or with owner. Civil Code§§3156-3175. (3) A stop notice is good only following the filing of a preliminary notice 20 days after the claimant first furnishes work or materials to the job site. Rules on preliminary notice for public and private work vary,so consult an attorney if you are uncertain that you have complied with the notice requirements. (4) A bond for one and one quarter times the amount of the stop notice claim must accompany a stop notice served on a construction lender on • private jobs—a bond is not required on public jobs or on a stop notice served on an owner for private jobs. asodmd JO asn papualui ue Jol wml sup to ssaul6 io Ap!geIueywaw ayl of loadsai qluM'pagdun to ssaldxa'AlueileM Jo uoyeluasaidai ou mew syoo10M'asn pue asodmd mob 1ol ssaulq s,WJol ayl plop noA li JoAMeI a l,nsuo0 uoilnesueal 3NI'S11031OM 16614 moved 1n0A of Amssaaau pus aleudwdde ale saPuego lanaleyM°mew pue'slum lie u!1pl•1!pew'W1ol SOH asn noA am►ag (c sselo aoud) l6-17'naH-33110N d01S-668 WHO!S11O310M •uoi;ewJo;ui leuol;lppe Jo;apls asAaAaM aas (adaianua padwels passaippe-pas as010110 NOW luewlel3) :pau6IS 791.E J01.91.E'69lE suoltoas apo3 llA!O iapun nat Aq paplAwd aq lsnw uol;ewio;ul sly.•adolanua padwels passaippeaid pasoloua at; ul uopoala Lions ;o situp OE ulgt!M puoq ay; 10 Adoo a pue uogoala tons ;o aal;ou puas aseaid 'ZgGE Jo gEZE suogoas qUM aouepa000e ul papwooaa uaaq 6ulneq puoq;uawAed e o uoseai Aq aogou doss slgl of luensind spunk plottlpM o;lou apew sl uolloala ue Il (nit JO'1,9.E 169.E uoipas apo3 11A13 elwomle3 gad) (AluO SM1oM a1enud) NO113313 3O 33110N H031S3I103H (awl ale aogou dots to swap ayl 1ey16uueOMs si oyM lenpinipul a 1 to a leuPis mu and boo./o I REQUEOT FOR CITY COUNCIL ACTION • Date January 22, 1990 Submitted to: Honorable Mayor and City Council 0„s40 G � �' a/-s/po Submitted by: Paul E. Cook, City Administrator, � s�9- � 'Y '/90 Prepared by: Louis F. Sandoval, Director of Public Works Subject: DOWNTOWN PUBLIC SPACES; CC-763 Consistent with Council Policy? � ] Yes [ ] New Policy or Exception Statement of Issue, Recommendation,Analysis, Funding Source, Alternative Actions, Attachments: STATEMENT OF ISSUE: Pursuant to Council authorization, ASL Consulting Engineers is completing the plans and specifications for Main Street from P.C.H. to Acacia. RECOMMENDATION: Approve the final intersection design which consists of interlocking paver crosswalks and asphalt intersections at Walnut, Olive, Orange, 6th and Acacia. (Exhibit "A") ANALYSIS: At the December 4, 1989 study session, the City Council reviewed this project and requested further review of the intersection design. The City's downtown design guidelines and the design review board recommended the asphalt intersections with the interlocking paver crosswalks. The alternate is to construct interlocking paver intersections along with the crosswalks. The total cost of this project is estimated to be $1,614,009.00. The alternate of interlocking paver intersections would increase this cost by $83,597.00. FUNDING SOURCE: Sufficient revenues are available in the capital improvement budget - Main/Pier Redevelopment project area. ALTERNATIVE ACTION: Approve the final intersection design which consist of interlocking paver intersections and crosswalks (Exhibit "B"). ATTACHMENTS: Exhibit "A" and "B" PEC:LFS:BPC:dw 2274g/7 DIl1 rlRr. 1 MAIN STREET Um is ,A, ,iiirla o.il.♦ -- Jv 4 161' .s �� Q � �i�►i'.+.•:+. ,0rWS*, . , - /// ' ��► '�;,;i�441PIP."" 1r A '...‘u 41* :. 40 4t1no+ \ \ .4sW" 4ii‘ 4ire V•gtely; a. .7 \ ....010. ..,s 4 ......4%. ..i...t...L ...*........ 4milk. -4-4. Ito. _ et,icail• \lipr_iiiki. ' \ \ -v..., ilrk•si* go 'WI *:Of "ril, '. *'# ►‘ _ INTERLOCKING PAVERS �1 v+ I Pt'‘4 �� IfrOk ►♦4W4 BIKE RACK ,i 1 ixi"fr-...1V 1 . - 4 � , ♦ EXHIBIT " " . A • STREET MAIN .. rerA% • I. ._. ., ._ . . , jI:a4tV4h4 ,I � MOt. 4 440 r&L/ -',.10$e 4ro• w # . ..,,„ 4 ‘t, , 1.4.P 0,•• * k . •- • 4,Sa, 44 • ' 4,,,,‘W.,L. 4400114):'•.. Is,+.......,....4-40•A`Itto 4400:4!', • * -Art AIWA 11, i Ipt, � qtywf.wwir.-- ♦ ♦ �♦`i1♦♦111♦1�♦ice♦♦♦ � �♦♦ � ti �'•-� �♦�� +-?�'�111111♦♦•�jj♦1�i1♦11♦r♦1�►♦♦♦�1♦�_`�\- A.4#4iP4 ' \ \ '- /l•L i'���♦ , ,��♦1j11♦♦♦♦♦♦1j♦♦1j+11♦`s11♦♦11♦11♦�♦♦♦ice+♦♦i'♦��♦i♦� �♦'�►�a.i♦♦�'� ��♦j♦1♦♦'►♦1111 1+♦♦1♦1111♦+♦i♦+i•11♦+�11++V 44 Ot14, rot.41 4. , !N4 �1�y�1�♦�1�1♦♦♦ N���+������AN; t• 4 BIKE RACK 4".'- qa. '-'' '' - • 4 t • MN' * * '7/. a . , 1 . 1 .#• ro ♦♦♦♦ice♦♦11ii♦ , ♦ . rVeir-;71k 41‘ 4'7 1 ♦•11r 0 ♦♦ i1- R,'" �4�0" :i`♦:i�1;+:�t11+�+�+ ;, ,�yi, t. ,.,, A. talk "IlliWAtke 4? 4 '11.1.414a-"--:'—' --- "mw1III.6416.1."117.711riri} 4k e, ///,*/ -,'ol./77 \,4,40%044 ".AV .\2._\ Niii.4**P. r4,s i I t...,,,,_ __ -.,,,, .4 V o 4• lir \,:(\-. ..,,, ., -- ,,‘.„-..-,.1.. 4 -/-',.;.,:::/-:1 `s'"it ',...446 . is Bit E X HI B I T INTERLOCKING PAVERS -------- - • I-� 3 � � �� t( (�DO ,DO 7 X I April 21 , 1989 - :-54--4--- TECHNICAL PROPOSA L . ............"--,::::::::::::::::::.i.m....i.:5::.::.:i.iiii.....:1::.;:T..............,.......ii.i b.:wiip..:.„„,....:,:s,„:._.....:..:.:......i.o:A.c........! .....,..........................:::::s.....,.. :::::!!!„.....E.:2:„.!...„:„s,...,:,....„........,....!:,:,...„.„:„:„:„:„..,::::,:i .:N":.,:::;',.::,.::: .:. ......iDOWNMAIN :. :::... . ., ,..,,,iiiiiii,i:::::: : ,, ::::::. :.: :::. :.: : :A : ::•.�� ::�::::ACACIA Air: •. :E : si ::t c''.!....:.:.:',':::! .,..:::,i10,:liiiiiii[i.:•',1•1•111 ' + I ' ''' : v c :::: : is(::: in :::: ::::: :::.. : :: "? �` "'Main Street and Pacific Coast Highway0FMNiniiiiiiiiiiiiiiiiiggligg..MMig:m:ima„„„ui*:::::„:::::,:::::':'''.............-. -..... ( E- WE TD HUN1 NGTON BEACH -,.a.,%. 1.(, : , _ ;tom f, '',,,,,1 iri ili — -j --i -, ,„ ,,,,,,, . , ,:sp....hilss .1.,- iiiii .74,, :,,,,...:14; , , _ 4......„61604.. , 4 ii‘,0417. 4 .... i .: F .,.,Date of Photo: 1897 For The City of Huntington Beach ` ` : ' c...i.:.::::li.g::?iiii]-ii-o:::ii::::::iici".iiiiiiiiiiiiiiiiifo:::::.i%iiiii:iiiiINI.1:-.1:::::W.'ii;t:Ik::!...]:',FggliP MI i n An r •• „„„„„„Asi„„„consuitin ., „,:„„, ....,.-„„,.:.... ti:i::::ti:iii }:i::�ii:iijjjj•: :::!' .:':1:: .i ::i:i:n�:.. :;:iy ;:...x.....:.....::i::i ; 5%i:.„„,.:fi}::isl:::::`:y?i3>:i%'iii:':ii ":i::i::ii:;:;',:,,:ii:;iii:;:};r:::�:':�:::' � z:i: s :::a: n asociattcan:: .!t.i .:::. ' '`:•: .......... .... . :::: .::::.:::::..:.................:::: . ASL Consulting Engineers PRINCIPALS 2540 Red Hill Avenue,Suite C William D.Lewis Santa Ana,California 92705 President (714)250-5525 Zareh G.Astourian Senior Vice President Douglas J.Reinhart Vice President Thomas N.O'Laughlin Vice President Paul R.Gilmore William E.Bennett Shahnawaz Ahmad Pamela J. April 21, 1989 JN 8. 1802 Dale a Wteinhart e ASSOCIATES Terry L.Kerger Richard L.Bardin Tatra Mr. Les Evans Martin G.AdamsGarold B. City Engineer RETIRED dam City of Huntington Beach Frank E.Alderman 2000 North Main Street Founder Huntington Beach, California 92648 FrankM.Swift Reference: Proposal to Provide Engineering and Landscape Architecture Services for the Downtown Public Spaces - Main Street (CC-763) . Dear Mr. Evans: ASL Consulting Engineers, in association with EPT Landscape Architects, is pleased to submit our proposal for the subject project. We have enjoyed working with Mr. Tom Andrusky over the past few months sharing our experience on similar projects and discussing your goals and objectives for the Downtown public spaces. ASL and EPT have designed several streetscape or urban rehabilitation projects, the most recent being the City of Manhattan Beach Downtown Streetscape project. This project incorporated all of the design elements described in your RFP and Downtown Design Guidelines. We are currently assisting the City of Garden Grove with their Civic Center Improvement project and have designed several "streetscape" projects including Palos Verdes Drive North in Rolling Hills Estates and MacArthur Boulevard in Santa Ana. ASL and EPT are experts at developing concepts, goals and objectives into detailed design plans and specifications. We pride ourselves in preparing design plans that are practical and "constructable" . We are experienced working in "beach" areas and understand the sensitivity of impacted residents and businesses. We have processed numerous Caltrans encroachment permit applications and our Santa Ana office is approximately two blocks from the Caltrans District 12 offices. ASL and EPT have worked together on several similar projects and look forward to applying our expertise to this challenging assignment. OUR J Office Locations: V 40TH , Arcadia—Corporate Office Santa Ana Palm Springs Rancho Cucamonga Camarillo J YEAR y (818)447-4494 (714)250-5525 (619)320-4220 (714)989-8983 (805)388-2344 �JLL FAX(818)447-4543 FAX(714)250-5592 FAX(619)320-3580 FAX(714)944-9766 FAX(805)388-3082 ASL Consulting Engineers City of Huntington Beach Mr. Les Evans April 21, 1989 Page 2 of 2 The attached proposal is divided into theifollowing sections: Project Description Project Approach Scope of Services Schedule Project Team Qualifications Per your request, our estimated fee for the services described herein is transmitted under a separate cover. Thank you for giving us the opportunity to submit our proposal. We invite you to call us if you have any questions regarding this submittal and wish you the best of luck as you begin this phase of your Downtown Redevelopment process. Respectfully submitted, g/-5k VfJeL— ec., William E. Bennett Principal WEB/dbl TABLE OF CONTENTS Title Section Project Description 1 Project Approach 2 Scope of Services 3 Schedule 4 Project Team 5 Qualifications 6 ASL Consulting Engineers PROJECT DESCRIPTION The City is currently requesting proposals to provide engineering and landscape architecture services to 'prepare working drawings and specifications for the rehabilitation and reconstruction of Main Street from Pacific Coast Highway to Acacia Street (2300 LF) . The proposed Main Street improvements will include pavement rehabilitation, curb, gutter, sidewalks, decorative crosswalks, decorative paving, landscaping, irrigation, storm drains, water and sewer lines, street lighting and street furniture. The City has recently completed the Downtown Public Spaces short term project which was the first step in implementing the Down- town Village Concept Plan. The Downtown Public Spaces project resulted in a set of Downtown Design Guidelines which, when implemented, will integrate all public and private projects along Main Street within the Huntington Beach Redevelopment Area. The design work described herein will implement the concepts given in the Downtown Design Guidelines. Main Street is the central hub of the Downtown area. Major entry points to the Downtown area are defined at Acacia/Main, Pacific Coast Highway/Goldenwest, and Pacific Coast Highway/Beach Boule- vard. A secondary entry is proposed at Beach Boulevard and Walnut. The entry points define the borders of the Downtown area. This project will involve the Pacific Coast Highway/Main Street and Acacia/Main Street entries. Coordination with Cal- trans including an encroachment permit application will be re- quired to acquire final approval of the Pacific Coast Highway/Main Street improvements. The Downtown area has been defined as a redevelopment area. Several redevelopment projects have been approved which when constructed will create a central activity hub. The "proposed land use is a mix between commercial, residential, parking and open space. Open space areas are small and opportunities to create open space areas should be exploited. Other points of interest include the "Elbow Landmark", the intersection of Orange Street and Main Street and the Public Open Space area near Olive Street and Main Street. These areas provide opportunities to create interest, visual context and orientation. Coordination with the following private developers currently developing projects along Main Street will be required. Developer Project Location California Resorts, Inc. Pier Colony Main (PCH & Walnut) Robert J. Koury Parking Structure Main (Walnut & Olive) Mola Development Corp. Town Square Main (Orange & Sixth) The developers will be required to provide street improvements along Main Street contiguous to their projects. Coordination will be required to provide a continuous and comprehensive final project. The design of this project will need to address the following key issues: Circulation. Circulation has been addressed in the Downtown Village Concept Plan. The City is proposing conventional two-way local streets with on-street parking designed to current standards. The proposed street channelization includes a 12.5 foot wide number one lane and 17 foot wide number two lane. The project will also include intersection treatment which may restrict the intersection throats. Special attention needs to be given to the design of curb return radii and "bulbing" so that delivery trucks and buses are not impeded. Traffic circulation must balance safety, geometrics and access with available space and project themes. Parking Parking has been addressed in the Downtown Village Concept Plan. The City is providing several parking structures within the project boundaries. This project will focus on maximizing the amount of on-street parking along Main Street. We understand that diagonal parking will be em- ployed. Loading zones for commercial businesses usually compete for parking spaces. In beach areas, merchants also are interested in placing time restraints on commercial parking spaces to encourage turn over. We have addressed these issues on several projects including Manhattan Beach Downtown Streetscape and Santa Ana Downtown Parking Meter Plan. Space Competition for sidewalk and parkway space becomes critical as the designer places utility meters, street lights, fire hydrants, utility vaults, parking meters, landscaping, signs and appurtenant structures. These downtown elements need to be placed to allow access for maintenance and repair. These elements should be placed outside of dedicated pedestrian ways and in areas that eliminate conflicts between vehicle doors and bumpers. Detailed survey, design experience and coordination between design disciplines is essential to successfully place the many elements found on a downtown street. Construction Impacts Construction activity will impact the existing businesses and residents. These impacts can be minimized through good design, practical traffic control and phasing plans, and sound construction scheduling -and implementation. Design can influence the amount of disruption and inconvenience. For example, the design of decorative crosswalks will dic- tate the amount of time the street will be impacted. Con- crete crosswalks with banding, stamped patterned concrete, tile, or color will usually require two separate concrete pours to achieve the desired product. Narrow streets with bulbing at intersections preclude phasing which results in the street- being closed while the crosswalk is being constructed. The use of additives, fast curing epoxies and other innovative techniques can minimize the construction time and restore traffic and parking early. Construction sequencing of the crosswalks will be required to maximize traffic circulation while maintaining construction progress. Typically one or two legs of the intersection are constructed while the remaining legs are left open. This process can be employed in a variety of patterns to maintain traffic flow in the downtown area. Coordination This project involves several design disciplines which will include different City departments and- design consultants. This project also involves Caltrans, the Coastal Commission and utility agencies such as Southern California Edison. In addition, the project impacts the existing businesses and residents and the developers who are actively working to complete major redevelopment projects in the area. Close coordination with City staff and affected agencies will be required. ASL and EPT have demonstrated the ability to provide similar coordination and look forward to this challenge. The success of this project will depend on the designers ' experience, knowledge and attention to detail. ASL and EPT have demonstrated the ability to successfully design several similar projects incorporating the above described design elements and issues. Several additional design elements which could enhance the project include special project signing, banner poles and banners, pedestrian or walkway lighting and waterscapes. ASL and EPT can provide the expertise necessary to develop these additional design elements if required. ASL Consulting Engineers PROJECT APPROACH ASL Consulting Engineers and EPT Landscape Architects will begin the design process with a detailed scoping meeting. The scoping meeting will focus on developing a detailed scope of services for the project and a series of milestones which will provide a basis to monitor job progress. This information will be documented in writing. Once we have agreed on the scope of work, ASL will prepare the design survey and basemapping. A photo log and video tape of the entire street will also be prepared. During this period we will conduct a utility search, perform the pavement soils analysis and hydrology study and prepare the design concept report. The design concept report will define the project, compare alternatives and provide estimated construction costs. Renderings, individual studies and recommendations will be included in the design concept report if required. The design concept report will be submitted for review and approval. Approval of the report will act as our notice to proceed with preliminary design. Preliminary design will result in 20 scale plans showing the basic elements of the project including paving, walkways, utilities, parking and product specifications. Our experience shows that 20 scale drawings are necessary to show the required detail. The final design will be prepared once the basic elements of the project are agreed upon. Final design will include final plans, specifications, estimates, traffic control plans, and permits. We will initiate frequent communication with City staff throughout the design phase of the project. Monthly progress reports will be submitted to the City. All meetings will be documented and written meeting notes will be available. ASL will provide sufficient project management staff to successfully complete the proposed project within the time specified. The attached critical path schedule shows the interrelationship between the various work tasks. We will provide monthly updates of our schedule and include said schedules in our monthly status reports. Key to the success of this project will be close attention to the following design elements: 1. Base Mapping - Accurate and detailed aerial base mapping and design surveys are critical. Inland Aerials will provide digital aerial base maps with one foot contour intervals which can be plotted at any scale. California Survey Corporation will provide cross sections at fifty foot intervals which will show the location and elevation of the centerline, top of curb and flow lines at medians and parkways, quarter points and all breaks. We will collect topography and elevation at join locations and will pick-up back of walk elevations. The back of walk elevations are important as the sidewalk will need to be reconstructed to meet the new curb and gutter grades. 2 . Utility Investigation - We will conduct a detailed utility investigation to determine potential conflicts between underground utilities and proposed underground improvements. 3 . Design Cross Sections - Design cross sections are essential to design a roadway widening and rehabilitation project of this nature. Design cross-sections also ensure an accurate accounting of construction quantities and provide the Contractor with useful information in the field. We will have reproducible cross sections sheets available if required. 4. Quantity Take-Off - Accurate accounting of quantities is important in reducing change orders and quantity extensions in the field. We will employ a systematic method that coordinates bid items with the project plans. Quantities will be independently checked. 5. Specifications - A downtown rehabilitation project includes materials and construction methods not usually encountered on- standard street improvement projects. The construction specifications should include details for supplying, constructing and accepting special materials such as decorative pavers, tile, street furniture and other decorative elements. Specifications should require the Contractor to construct sample areas of special pavement for review and approval prior to proceeding with construction. The specification should identify critical lead time items and responsibility for custom item delivery schedules should be clearly described. Landscape maintenance periods and sources for pre-selected landscape materials should also be addressed. ASL and EPT have prepared specifications for several similar projects and look forward to applying our expertise to your project. 6. Traffic Control Plans - A critical issue is the control of traffic during construction. ASL has demonstrated the ability to prepare practical traffic control plans for complicated projects such as Pacific Coast Highway, Jamboree Road and MacArthur Boulevard. We are experienced in preparing traffic control plans for Caltrans review and approval. 7. Quality Control - Quality assurance and quality control is a process which begins with the preparation of the proposal and signing of the contract. Understanding the client's requirements and expectations is the first step in providing a quality product. We will provide this step in the initial scoping meeting with the City. Quality is a management responsibility. Our Principals and Project Managers are responsible for setting the standards, providing a reasonable variance and enforcing conformance to those standards. We are committed to Principal involvement in our projects so that the owners of our company stay close to the product we are producing. We also find that maintaining open communications with our client and design staff contributes to the success of our projects. Communications are most important at the initial phases of the project so that the design engineer clearly understands the project goals and objectives. The third step in a successful quality control program is to set up a system which emphasizes prevention and not repair. Key to accomplishing good quality control is to catch errors in the concept phase rather than at the final design phase. This project will be divided into phases and milestones which will serve to intercept any errors in the early phases. The final component of our quality control program is a systematic approach to design and review. As described above, milestone submittals provide an excellent format to provide systematic review. We have also implemented a systematic design procedure in which a project is "built" beginning with the existing base data and concept design and proceeding through to preliminary and final design. ASL has developed a series of design checklists and references to give our design staff the tools to produce quality design products. As part of this project, ASL will commit Mr. Eric Keen and Mr. Robert Douglas as a quality review team. This team will independently review the plans prior to milestone submittals. ASL is also in the process of adopting ASCE' s "Quality in the Constructed Project, a Guideline for Owners, Designers and Constructors" . We are committed to providing quality design services and trust that our past work is indicative of that commitment. ASL Consulting Engineers SCOPE OF SERVICES We have reviewed the City's Request for Proposal and discussed the project with City staff. We understand that the scope of services may be modified to include work at the proposed post office site (Olive Street and Main Street) and additional streetscape work beyond the defined project limits. The general scope of services will be as follows: A. Review Existing Conditions 1. Gather and review right-of-way plans, and documents to determine available right-of-way. 2 . Conduct field review and provide surveying necessary to prepare construction plans and accurate base maps which include the plan view location of existing and proposed building facades. We propose to prepare 20 scale aerial base mapping augmented with field survey. Cross sec- tions will be taken at 50 foot intervals and all exist- ing topography including back of walk and building threshold elevations will be obtained. 3 . Review City's material and conceptual design require- ments. 4 . Review project Environmental Document and Coastal Permit. This scope does not include preparation of environmental documentation (EA, EIR, EIS) . B. Preliminary Design Report and Conceptual Plans and Estimates Prepare a design report for the project, including four alternatives for street pavement (all concrete, all asphalt, all pavers, combination of pavers and concrete) , intersection design, sidewalk design, drainage strategy, sewer and water main sizing and location, street light system, utility considerations and preliminary cost esti- mates for various phases of the work. The preliminary cost estimates will be used to select final design criteria, to establish project budgets and to determine the final scope of work of the project. C. Utility Search 1. Contact all utility companies including oil companies to verify location of substructures and overheads, deter- mine possible conflicts, and relocations and/or remov- als. 2. Coordinate with owners to pothole for utilities and show all existing lines, depths and structures on a layout plan (scale 1" = 40 ' ) . (Pothole costs will be paid for by the utility owners or the City. ) 3 . Determine all needed relocations and assist the City in preparation of relocation notices and relocation scheduling. D. Geotechnical Services Perform all soil testing necessary to provide various pavement designs. LaBelle Marvin will perform the soils testing and pavement analysis. The scope of work for these services is as follows: Pursuant to a request to participate as a pavement analyst/consultant with ASL Consulting Engineers on a project for the City of Huntington Beach's proposed improvements along Main Street between Pacific Coast Highway and Acacia Avenue, La Belle-Marvin presents the following scope of investigation. 1. A total of four (4) locations from the subject street will be cored, the base removed (if present) and bulk samples of encountered subgrade materials obtained. Traffic control during field testing operations will be provided. 2 . The in-place moisture content of each subgrade soil sample will be determined. A maximum of two (2) individual or composite representative subgrade soil samples will be selected for R-Value determination. 3 . The resulting laboratory data will then be utilized to design new structural replacement sections based upon traffic index information provided by the City. 4. A Registered Civil Engineer will supervise all operations, review field conditions and laboratory data and prepare a final report of findings. Included for consideration within the structural replacement section design will be the use of asphalt concrete, Portland Cement Concrete and/or interlocking concrete pavers. Three (3) bound copies of the final report will be issued. Our fee for providing the services as outlined herein will be a lump sum fee of $3 , 630. 00. Any special permits, licenses and or insurances beyond our standard coverage will be provided by the City or ASL Consulting Engineer. E. Construction Documents 1. Prepare street and sidewalk construction plans, specifications and estimates - location and type of all paving material and exterior hardscape elements, including types of materials, colors, textures and dimensions. Prepare hardscape construction details delineating construction design of sidewalks, intersections, and other design details as may be appropriate. 2. Prepare irrigation plans, specifications and estimates - detailed automatic irrigation plan indicating location and type of backflow preventers, mainliners, laterals, heads, valves, quick couplers, and automatic controllers. Prepare irrigation details calling out equipment and assembly methods for installation. 3 . Prepare planting plans, specifications and estimates designating size, quantity, location and type of plant material. Prepare planting details delineating planting techniques to be used. 4. Prepare lighting plans, specifications and estimates designating location and type of lighting fixture with wiring plan. 1 5. Prepare plans, specifications and estimates for water lines and appurtenances at the following locations and prepare plans, specifications and estimates for installation of a sewer line with all appurtenances in Main Street from 5th Street to Olive Avenue. 6. Prepare hydrology using the 1988 Orange County Hydrology manual for the drainage area which includes Main Street. Prepare plans, specifications and estimates for the storm drain system required to provide adequate drainage and storm water run-off on Main Street. 7. Provide location plans, specifications and estimates for street furniture including bicycle racks, benches, planters and newspaper racks. 8 . Prepare signing and striping plans for the new construction. Include parking meter location plan. Signing is limited to standard traffic circulation and safety signing. 9. Prepare detour plans and traffic control plans where phasing and staged construction is necessary. We envision the following plan set: Title Sheet 1 Typical Sections 1 Details 1 Roadway Plan and Profile (20 scale) 5 Storm Drain Plan and Profile (20 scale) 2 Storm Drain Details 1 Water Main Plan 2 Sewer Main Plan 2 Signing and Striping 3 Lighting Plans 3 Intersection Plans 2 Hardscape Plan (20 scale - Double Plan) 3 Hardscape Details 2 Landscape Plan (20 scale - Double Plan) 3 Irrigation Plan (20 scale - Double Plan) 3 Landscape and Irrigation Details 1 Traffic Control Plan (20 scale - Double Plan) 3 Total 38 1 PROJECT isCHEDULE 1989 JUN JUL AUG SEP OCT Noll DEC 1 8 15 22 29 6 13 20 27 3 10 1? 29 31 7 11 21 28 5 12 19 26 2 9 16' 23 30 7 14 21 8 1 2 3 1 5 6 7 8 9 10 11 12 13 IA 15 16 1? 18 19 20 21 22 23 24 25 26 2? 26 2g 01 NOTICE TO PROCEED I 012 DATA COLLECTION I • . . 019 Research I 1 , 816 Control Survey I 1 018 Aerial Napping 1 1 • 020 CONCEPT ENGINEERING I . 022 A 1 t e r n a t i v e Study I 111111111HI111IIIIIIUIIIIJIIlJf1 029 Hydro logy Study I 11u1junhI . 025 Pavement Analy5IS I • 830 Prepare Design Report . C7 . 032 SUbHit Design Report I . 031 City Revicu 1 I • 143 PRELIIIINHR'i ENGINEERINGI 111 Design Survey , 1 1 I llllllLU1TJ111111. 1LUIUL[U1LUllllI1ll11llU1iiia • 150 Prel. P . . ,6E . . . . i__., 1. 190 SUbHit F..S,6E to City . . . I . , 200 City Review . . . . . I 1 • 310 rINAL ENGINEERING i . . . . . =20 Final P. S,BE . . . . 1 I • 330 TraFizic Contrl PLans . . . Illl ;Au : Ubii ik Bid nncljHents I CITY OF HUNTINGTON BEACH DOWNTOWN PUBLIC SPACES - MAIN STREET LEGEND COMPLETED TASK I TASK DURATION ASL Consulting Engineers IIIIiIOUI FLOAT TIME LANDSCAPE E I-, ARCHITECTURE _ ASL Consulting Engineers PROJECT TEAM ASL Consulting Engineers, in association with EPT Landscape Architects, has assembled a team of experts that is familiar with urban rehabilitation, streetscape design and construction. The project team will be headed by Mr. William Bennett, Principal in Charge and Project Manager. Mr. Bennett will be responsible for overall project management, contract administration, coordination and quality control. Mr. Bennett will be assisted by Mr. Gary Adams, Project Engineer. Mr. Adams is a registered civil and traffic engineer experienced in municipal roadway and traffic projects. Mr. Jeff Chamlee of EPT Landscape Architects will be the Project Architect. The proposed project team recently completed the City of Manhattan Beach Downtown Streetscape project, City of Santa Ana MacArthur Boulevard project and the City of Rolling Hills Estates. An organization chart and individual resumes are attached for review. I ! I ' City of Huntington Beach ORGANIZATION DOWNTOWN PUBLIC SPACES WILLIAMBENNETT CHART MAIN STREET PROJECT MANAGER ERIC KEEN ROBERT DOUGLAS QUALITY REVIEW ASL CONSULTING ENGINEERS EPT LANDSCAPE ARCHITECTURE GAROLD ADAMS lor:==== PROJECT ENGINEER JEFF CXAMLEE PROJECT ARCHITECT • OWEN N. PETERS ROBERT N. ERIKSON TECHNICAL REVIEW DOUGLAS SMITH THO4AS SCIRODER RICHARD IOORE STEVE TEDESCO PEG EMERSON SUSAN BERRY BROWN TRAFFIC ENGINEER ROADWAY ENGINEER DRAINAGE ENGINEER WINTER ENGINEER SITE DESIGN PLANTING AND IRRIGATION ANDREW ISJTH JACK TSENG EDWIRD AIDRAOS STEVE NYRTER DESIGNER DESIGNER DESIGNER DESIGNER BRUCE TAFOTA DESIGNER LABELLE MARVIN SOIL/PAVEMENT ANALYSIS CALIFORNIA SURVEYING CORPORATION ASL Consulting Engineers INLAND ,fmT1i. E P T ARCHITECTURE William E. Bennett Project Manager Education: University of California, Irvine Certificate in Engineering Management, 1984 University of California, Irvine Graduate Work in Open Channel Flow and Ground Water Hydraulics, 1983 University of California, Davis B.S. Civil Engineering, 1977 B.S. Biological Sciences, 1975 Registration: California Professional Engineer No. 31452 Member: American Society of Civil Engineers American Public Works Association American Water Works Association Orange County Water Association Mr. Bennett has extensive experience in the planning, design and management of highway and bikeway projects . His experience includes all aspects of highway design including highway geometrics, horizontal and vertical alignment, pavement design and drainage. Past experience includes urban rehabilitation projects, alignment studies, the design of arterial roadways , widening of existing highways , reconstruction of existing highways , preparation of right-of-way documents, evaluation of existing pavement and determination of pavement overlay requirements. Mr. Bennett has been responsible for the preparation of reports , construction drawings, construction specifications, and detailed construction cost estimates. Recent projects for which Mr. Bennett has been responsible include: o City of Manhattan Beach Downtown Streetscape Project • Widening of Pacific Coast Highway from Bayside Drive to MacArthur Boulevard for the City of Newport Beach (FAU) o Reconstruction of 15 , 000 lineal feet of Palos Verdes Drive North for the City of Rolling Hills Estates in- cluding on-street and off-street bikeways (FAU) o City of Garden Grove Civic Center Improvement Project o Design of Main Street and F-14 Channel for the City of Irvine B-2V • MacArthur Boulevard Streetscape from the Costa Mesa Freeway to Harbor Boulevard for the City of Santa Ana • Santa Ana Boulevard Streetscape for the City of Santa Ana o Widening of Jamboree Road from Pacific Coast Highway to Backbay Drive for the City of Newport Beach Mr. Bennett is experienced in project management, project design and construction administration. he is knowledgeable in the use of computer software for the design of roadways and drainage facilities and has had formal training and experience in the use of COGO/ROADS , HEC-2 and ASL ' s in- house coordinate geometry, hydrology and hydraulic software. B-2V Garold B. (Gary) Adams Project Engineer Education: University of California, Berkeley Master Degree Candidate Civil Engineering - Transportation California State Polytechnic University, Pomona B.S. Civil Engineering, 1980 Registration: California Registered Civil Engineer No. C37825 California Registered Traffic Engineer No. TR1442 Associations: Institute of Transportation Engineers (Associate) American Society of Civil Engineers (Member) National Society of Professional Engineers (Member) Orange County Traffic Engineers Council Tau Beta Pi, National All Engineering Honor Society Chi Epsilon, National Civil Engineering Honor Society Mr. Adams has a broad range of capabilities and experience in transportation/civil and traffic engineering analysis and design. He has been active in traffic and civil engineering in the Orange County area for over nine years , during which his project experience has included numerous roadway projects, design of traffic signals, traffic studies including traffic impact and accident studies, parking facility designs, and construction traffic control plans . He has served as Project Engineer and Traffic Engineer for several major projects including the widening of Pacific Coast Highway in Newport Beach and the feasibility study for widening of MacArthur Boulevard through the City of Irvine involving modification of the I-405 interchange. Mr. Adams has extensive experience in the use of microcomputers particularly for traffic/transportation applications . He has developed several programs including software for intersection capacity analysis, accidents record storage and retrieval , and spot speed data analysis. He has considerable experience in the use of the TRANSYT-7F and PASSER II-80 traffic signal system analysis programs , several coordinate geometry/ earthwork programs for design of roadway facilities and has adapted AutoCAD for the design drafting of traffic signal plans. Mr. Adams is a Lecturer at the California State Polytechnic University, Pomona. He teaches Transportation Engineering and Highway Design courses. A-1A Douglas E. Smith Traffic Engineer Education: University of Rhode Island B.S. , Civil/Environmental Engineering, 1981 ITE Highway Capacity Manual Course, 1986 Georgia Institute of Technology , Traffic Engineering Short Course, 1984. Caltrans Traffic Signal Design Seminar, 1989 Registration: California Registered Traffic Engineer No. TR1526 California Registered Civil Engineer No. C43549 Registered Professional Engineer, Rhode Island Associations: Institute of Transportation Engineers (Associate) American Society of Civil Engineers (Associate) Mr. Smith has a broad range of experience in Transportation and Traffic Engineering. He has been active in the field of Transportation Engineering for over 7 years. His project experience includes numerous highway design and 3R improvement projects , traffic control improvements and traffic impact analysis , the design of over 150 traffic signals and street lighting plans. He has also participated in the preparation of several conceptual design reports for highway projects in the State of Rhode Island. Mr. Smith has extensive experience in computer applications in traffic and transportation engineering including the 1985 Highway Capacity Manual Software and the use of Transyt 7F and Passer II-84 for analysis and timing of traffic signal systems. Since joining ASL, Mr . Smith has performed and been responsible for a variety of Traffic Engineering projects. The following is a list of some of these projects: 1. "On Call" Traffic signal design services for the County of Los Angeles. 2. Twelve ( 12 ) traffic signal locations in Rancho , California for Riverside County Road Department. 3. Four traffic signal installations on Beach Boulevard for the City of Huntington Beach. 4 . Downtown parking meter installation project in the City of Santa Ana. S-2B 5. Mountain Avenue widening and Signal and Lighting Improvements, City of Upland, California. 6. Santa Monica Boulevard (SR-2 ) Signal Modification Project, Caltrans District 7. 7. Civic Center redevelopment , signal , lighting and intersection design for the Garden Grove Redevelopment Agency. 8. Whites Canyon Road, traffic and lighting design for Los Angeles County. 9. Signal and lighting design for offsite improvements at Aviation and Arbor Vitae in the City of Los Angeles. Prior to joining ASL, Mr. Smith was project engineer in charge of the traffic engineering department of a prominent civil engineering firm with offices in Rhode Island and Boston, Massachusetts. Part of his responsibility was to act as the traffic consultant to the Rhode Island State Traffic Commission . He provided "on call " traffic engineering study and design services and made recommendations to the Commission regarding traffic engineering matters. S-2B Thomas E. Schroeder Project Engineer Education: University of Illinois, Urbana B.S. Civil Engineering, 1970 Registration: Illinois Professional Engineer No. 062-032593 Mr. Schroeder has extensive experience in the planning and design of highway projects. His experience includes all aspects of highway design including highway geometrics, horizontal and vertical alignment, pavement design and drainage. Past experi- ence includes alignment studies, the design of arterial roadways, widening of existing highways, reconstruction of existing highways, preparation of right-of-way documents, reconstruction of existing freeways and toll roads, widening and reconstruction of existing toll plazas, reconstruction of existing interchanges, design of a new interchanges, design of new bikeways, safety evaluation of existing roadsides and design of roadside safety improvements. Mr. Schroeder has been responsible for the -preparation of re- ports, construction drawings, construction specifications, and detailed construction cost estimates. Prior to joining ASL, Mr. Schroeder held the position of Project Engineer and Design Project Coordinator for the Illinois State Toll Highway Authority. His responsibilities included planning, design and coordination of a multitude of projects along the Northern Illinois Toll Road system. Projects completed under Mr. Schroeder's direction include: ° Widening of York Road Toll Plaza on East-West Toll Road (I-88) . o Widening and reconstruction of Cermak Road Toll Plaza and Maintenance Facility on Tri-State Toll Road (I-294) . Project included demolition of existing and construction of new Toll Plaza and Maintenance Office Buildings. ° Design of Roselle Road Interchange with Northwest Toll Road (I-90) . o Reconstruction of 95th Street Interchange with Tri-State Toll Road (I-294) . Project included addition of ramps and toll collection facilities. o Reconstruction of Barrington Road Interchange with Northwest Toll Road (I-90) . Project included addition of collector/distributor roads and ramps. S-4A o Rehabilitation of Tri-State Toll Road (I-294) from 95th Street to Willow Road. o Rehabilitation of Northwest Toll Road (I-90) from River Road to Barrington Road. Mr. Schroeder is currently the Project Engineer responsible for the widening of Silver Spur Road in the City of Rancho Palos Verdes, Whites Canyon Road design for the County of Los Angeles and Alton Parkway widening for the Irvine Company. Mr. Schroder is familiar with roadway standards, construction methods and project management. S-4A Andrew Muth Designer Education California State Polytechnic University, Pomona ,B.S. , Civil Engineering, 1988 University of California Extension, Institute of Transportation Studies Fundamentals of Traffic Engineering, October 1988 Registration: Engineer-In-Training License No. XE070358 Member: Institute of Transportation Engineers American Society of Civil Engineers Chi Epsilon - National Civil Engineering Honor Society Mr. Muth has traffic engineering experience and has worked on the following projects: Design of twelve traffic signal installations in the Rancho --- California Area for the County of Riverside. • Design of three traffic signal installations in Assessment District 86-5 for the City of Cathedral City. ° Signing and striping design for portions of Ramon Road and Date Palm Drive in. Assessment District 86-5 for the City of Cathedral City. o Design of Permanent Detour Plan for the reinforcement of a retaining wall along Garvey Avenue in the City of Monterey Park. o Preparation of Traffic Impact Study for Business Park II , ED009 in the City of Palm Desert. • Preparation of Traffic Impact Study for the Valley Center Development in the City of Alhambra. M-2A Jack S. Tseng Designer Education: National Taiwan University, Taiwan, B.S. , Civil Engineering, 1968 Mr. Tseng has over 15 years of responsible experience in the design of major roadway, freeway and railroad projects. Mr. Tseng spent the first twelve years of his career working for a large private civil engineering firm in Taiwan. As senior design engineer, Mr.Tseng was responsible for the design of 240 miles of Taiwan freeway including interchanges designed to State of California Department of Transportation Design Standards. Mr. Tseng is an expert at horizontal control calculations, alignment studies, computer aided drafting and preparation of coordinate controlled right-of-way documents. Since joining ASL in 1985, Mr. Tseng has worked on several major roadway projects including: Pacific Coast Highway, City of Newport Beach; Whites Canyon Road, County of Los Angeles; Main Street, City of Irvine; Westminster Avenue, City of Santa Ana; Main Street, City of Santa Ana; Jamboree Road, City of Newport Beach; MacArthur Boulevard/San Joaquin Hills Road, City of Newport Beach; and MacArthur Boulevard, City of Irvine. Mr. Tseng has prepared detailed plan and - profile sheets, super elevation diagrams, intersection details, signing and striping plans, signal plans, quantity sheets and right-of-way maps. Recent work has been enhanced with the efficient use of AutoCad interfaced with ASL coordinate geometry 'software. T-38 Steve Tedesco Project Engineer Education: Polytechnic Institute of New York B.S. , Civil Engineering, 1979 Registration: Registered Civil Engineer, California No. 39261, Oklahoma No. 13713 Member: American Water Works Association Orange County Water Association Mr. Tedesco is experienced in the planning, design and anal- ysis of water supply, water distribution and wastewater collection systems. He is experienced in the design and analysis of water and wastewater systems, pump stations, water supply reservoirs, water transmission and wastewater collection mains. Mr. Tedesco is familiar in computerized hydraulic techniques in distribution system design and surge control. He is also experienced in assessment engineering. His recent projects include: o Design of 8, 000 L.F. of 36-, 33- and 27-inch trunk - sewer for the Irvine Ranch Water District. This pro- - ject included the design at depth up to 26 feet and four bore and jacking operations. • Design of more than 12, 000 L.F. of 8-, 12- and 16-inch water main in the City of Camarillo. • Design of 10, 000 L.F. of 30-, 24- and 16-inch transmis- 9 sion main, and 2 . 0 MG. reservoir for the Moulton Niguel Water District. • Design of 15, 000 L.F. of water and sewer replacement in Areas 7 and 9 of Downtown Oceanside. • Design and assessment engineering for the Morro Hills Water Assessment District in Oceanside, California. This project includes assessment engineering for over 375 parcels of land, design of 35, 000 L.F. of transmis- sion mains, design of one 5.0 MG. steel reservoir and one 2 ,250 gpm booster pump station. Mr. Tedesco is currently the Project Manager on the design and construction of more than 10, 000 L.F. of water transmission mains in Moulton Niguel Water District and 20, 000 L.F. of water and reclaimed water for the Irvine Ranch Water District. T-2C - Steve Myrter Engineer Education: California State University, Long Beach B.S. , Civil Engineer, 1987 Mr. Myrter is experienced in the design and analysis of water and wastewater facilities. He is familiar with horizontal and vertical design standards, coordinate control techniques , grading standards and computer aided design methods for hydrology and hydraulics. Mr. Myrter's recent projects include: o Preliminary design report for Phase V of Harvard Avenue trunk sewer for Irvine Ranch Water District. This project included determination of flows to be generated by the East Tustin and Santiago regions, sizing of the sewer line and an analysis to determine the most cost effective alignment to serve these regions. o Study of the Water Master Plan for the City of Oxnard including the analysis and mapping of the existing system. Also further analysis for the expansion of the system to meet future demands. • Preliminary design reports for the Irvine Coast Development' s zone 2 , 4 and 6 reservoirs. These projects included generating future water demands and storage requirements, sizing of each reservoir and analysis and sizing of water mains in each zone. • Design of 5. 0 M.G. Pacific Park Reservoir for the Moulton Niguel Water District. This project included design of steel reservoir, siting study, design of 1100 ft . of inlet/outlet reservoir piping and access road design. o Design of chlorination- containment building for Mesa Consolidated Water District. This project included sizing of chlorine tanks and design of containment building to fit existing District site. • Feasibility study and preliminary design of a wastewater collection system for the City of Rolling Hills. o Design report for the rehabilitation of the South End Trunk Sewer for the City of Laguna Beach. M-38 • Design of 20 , 000 L. F. of 16- and 12-inch domestic and reclaimed water mains in Tustin Ranch for the Irvine Ranch Water District. • Construction services at Highlands Reservoir for the Moulton Niguel Water District. o Design of 9000 LF of 24- and 21- inch trunk sewer for Irvine Ranch Water District as part of Phase IV of Harvard Avenue Trunk Sewer. M-3B Richard A. Moore Project Engineer - Education: University of Nebraska B.S.', Civil Engineering, 1969 University of Nebraska M.S. , Civil Engineering, 1973 Registration: Registered Civil Engineer, California No. 23971 Registered Mechanical Engineer, California No. 18210 Member: American Society of Civil Engineers American Water Works Association Building Industry Association Commercial Industrial Development Association Mr. Moore has seventeen years of varied experience and capa- bilities including the planning, design and construction of flood control and storm drain facilities. He is familiar with the Los Angeles, Orange, Riverside, San Bernardino and San Diego County Hydrology Manuals, their methods and appli- cation. He is knowledgeable in the use of the latest com- puter software including HEC-2 and ASL ' s in-house hydrology/hydraulics programs. Past experience includes preparation of drainage master plans, flood routing studies, right-of-way acquisition, hydraulic analysis, sedimentation analysis, debris control, structural design and drainage fee analysis. Mr. Moore has been responsible for the management, design, preparation of construction drawings, specifications and cost estimates for all types of flood control channels , storm drain facilities, culverts and retention basins. Recent flood control and storm drain projects for which Mr. Moore has been responsible include: o Design of a 3000-cfs concrete flood control channel near Niguel Lake in the County of Orange. o Design and construction of the 1500-cfs grass lined Sulpher Creek channel in the County of Orange. o A 1500-acre Woodcrest area drainage master plan in the County of Riverside. o Design and construction of an 300-cfs double RCB storm drain in Whittier. o Design and construction of 48-inch RCP "Master Plan" storm drain in Anaheim. o Design and construction of 24-48" RCP storm drain in Hacienda Heights. M-1G Edward A. Andraos Engineer Education: Kansas State University B.S. , Architectural Engineering, 1983 _._ University of Kansas B.S. , Civil Engineering, 1985 Registration: Engineer-in-Training, No. 7081 Member: American Society of Civil Engineers Tau Beta Phi, National Engineering Honor Society • Mr. Andraos is experienced in the design and the analysis of storm drain facilities. He is currently serving as the Design Engineer for the City of Encinitas, preparing the Master Drain- , age Plan which includes inspecting and analyzing the adequacy of the existing drainage facilities, preparing concept plan and preparing hydraulic analysis of the proposed system. Mr. Andraos also checks the hydrology/hydraulics calculations and storm drain plans for the City of San Clemente. Mr. Andraos is familiar with several Southern California Hydrology Manuals and is familiar with the AES hydrology and hydraulic analysis software. Mr. Andraos has attended seminars and lectures in the field of hy- drology and hydraulics offered by A.S.C.E. and local universi- ties. A-2A Eric L. Keen Managing Engineer Education: University of Iowa B.S. Civil Engineering Registration: Professional Engineer, California No. 44340 Professional Engineer, Alaska, 1983 Professional Engineer, (Civil) , Arizona, 1986 Professional Engineer, (Structural) , Arizona, 1988 Professional Engineer, New Mexico, 1988 Member: -American Society of Civil Engineers National Society of Professional Engineers Prestressed Concrete Institute Post-Tensioning Institute American Concrete Institute Mr. Keen has extensive experience in the planning and design of transportation projects across the United States. His project experience includes the preparation of environmental documents, design of bridges and highways , multidiscipline project management, and directing extensive public involvement programs with sensitive project issues. Mr. Keen currently is serving as Project Director for several transportation projects. Past Experience: Dames & Moore, Phoenix, Arizona and Irvine, California Project Director • Whiteriver Streets - Preparation of contract documents for 2 . 6 miles of roadway widening and realignment. • Route 85/Route 17 Systems Interchange Computer Simulation, Santa Clara County. Three-dimensional "MOSS" computer simulation was developed to accurately reflect the visual character of the interchange. • US West Devcor - Conceptual and , preliminary design documents for a 40-acre commercial development including a roadway bridge crossing the Western Canal. Project Manager • Price Expressway/Southeast Loop Highway Design-Location Study for the Arizona Department of Transportation (ADOT) . Responsible for technical and management aspects of the Price 6-mile urban expressway study and the Southeast Loop 25-mile freeway study. K-1A J r Technical Consultant • Route 85 Visual Design Guidelines, Santa Clara County. Provided technical direction for the development of visual guidelines used to support the design of 18 miles of urban freeway. • Master' s College, Phase II - Traffic Impact Study in the City of Santa Clarita. TAMS Consultants, Inc. Project Coordinator and Quality Assurance Engineer for various Arizona Department of Transportation projects; Tempe, Arizona. Engineering Manager responsible for design and construction administration services; Anchorage, Alaska. • Anchorage International Airport - Phase II Terminal Expansion. Construction document preparation and administrative services associated with the Ground Transportation Lobby (supporting secondary curbside roadway reconstruction , and utility trunk line extensions and relocations. • Port of Anchorage - Terminal No. 3 Damage Repairs, Terminal No. 1 Renovation, Crane Turnout, Design/Build Port Offices. USKH, Inc. , Anchorage, Alaska Section Chief/Project Manager - Responsible for firm' s bridge design services. - • Four precast, prestressed, multiple-girder bridges for South Fairbanks Expressway Phases I and II. • Design of single-span, double-tee structure crossing the Tok River. • Airport Way Undercrossing, Fairbanks. Howard Needles Tammen & Bergendoff (HNTB) , Kansas City, Missouri Bridge Design Engineer - Bridge Design Group. Responsible for various structures across the United States. • Participated on an internal six-member panel to rewrite AASHTO Standard Specifications for Highway Bridges. This rewrite became the Thirteenth Edition published in 1983 . • Atlanta I-85/I-285 Interchange. Superstructure design for several segmentally constructed directional ramp structures and quality assurance coordinator for the cast-in-place post-tensioned structures. • Prairie de Chien Bridge Investigation. Designer for "fast-track" repairs of 425-foot tied arch structure. K-1A I _ • Houston Ship Channel 750-foot Main Span Structure. Redesign drawing, construction drawing and stressing calculation review. This structure currently is the longest concrete box bridge in North America constructed by the cast-in-place, balanced cantilevered method. • Greater New Orleans , I-10 and Lake Pontchartrain Expressway Design Study. Type, size and location study for the widening of seven miles of elevated expressway facility. • Luling Mississippi River Bridge. Construction sequence analysis , erection loads and deflections for this record-setting twin steel box girder cable stayed structure. • Fall River County Bridge, South Dakota. Developed alternate steel and concrete multiple girder designs. The unique canyon setting created T-piers in excess of 110 feet, producing a ribbon-like structure. • Kansas Turnpike. Performed annual inspection and ratings on entire 180-structure bridge inventory. • Mobile River Bridge. Construction sequence analysis, erection loads and deflections for this 800-foot record-setting tied arch structure. • I-670 Kansas, Kansas City, Kansas. Structural designer for the footing foundation systems on this 4-mile long viaduct. • SR 789 Over New Pass, Sarasota, Florida. Structural designer for portions of this 117-foot single-leaf bascile bridge. • Mattoon Creek Storm Sewer , Kansas City , Kansas . Structural designer for three miles of open and closed channel structures. • Lansing, Mississippi River Bridge, Lansing, Iowa . Rated and recommended repairs for 50-year-old bridge 675-foot main span, cantilevered truss bridge. • Dubuque, Mississippi River Bridge, Dubuque, Iowa . Rated 40-year-old through tied truss bridge. K-1A Robert Douglas Project Engineer Education: New Mexico State University B.S. Civil Engineering W/Honors, 1971 Active Registration: Professional Registration Civil Engineer, Arizona 20904 Civil Engineer, California 044312 Mr. Douglas recently joined ASL as a project Engineer in the Highway and Transportation Division. He is currently working on several highway design projects including Pacific Coast Highway Widening Phase II, Las Posas Road, Boardwalk Avenue and the Garden Grove Civic Center improvements. Prior to joining ASL, Mr. Douglas acquired over 20 years of experience in the planning, design and construction of urban and rural arterial highway projects. He worked for three state transportation agencies in various capacities including a dis- trict design office in Texas. He then moved to Arizona where he was with the Contracts and Specifications division. There he supervised several design engineers. Mr. Douglas was then advanced to the Operations Division of the Arizona D.O.T. where he was responsible for monitoring the design and construction of projects throughout the State under direction of the State Engineer. He has directed several project engineers and field engineers in his various capacities with the State D.O.T. ' s. Mr. Douglas possesses a thorough knowledge of design, specifica- tions, construction methods and computer applications. D-1A EPT LANDSCAPE ARCHITECTURE ROBERT M. ERIKSSON,ASLA Senior Principal EDUCATION: Bachelor of Science,Landscape Architecture,University of Southern California 1952. Pasadena City College 1948 PROFESSIONAL AFFILIATIONS: Member of the American Society of Landscape Architects. REGISTRATION: Licensed Landscape Architect,California#404 A founding partner of EPT,Mr.Eriksson has practiced with distinction as a Landscape Architect in Southern California for over 35 years. During these years,he has designed and carried out numerous award winning projects of a wide range in scope and complexity throughout the region. As Senior Principal,Mr.Eriksson has been directly responsible for the design of the following projects: • Bank of America,Plaza,Pasadena,California • Burbank Airport Redevelopment,Burbank,California • Charles Waite County Park,Altadena,California • Garvey Avenue Beautification,Monterey Park,California • Garvey Ranch Park,Picnic Structures&Play Areas,Monterey Park, California • Hoag Memorial Presbyterian Hospital,Newport Beach,California • Kaiser Permanente Hospital,Fontana,California • King Harbor Pier Approach and Street Improvements,Redondo Beach, California • Methodist Hospital of Southern California,Arcadia,California • Montebello Medical Building(Kaiser Permanente),Montebello, California • Pan Pacific Park,Los Angeles,California • Santa Fe Energy Compnay Corporate Headquarters,Santa Fe Springs, California • Veterans Memorial Regional Park,Sylmar,California - OWEN H. PETERS, FASLA Senior Principal EDUCATION: Bachelor of Science,Landscape Architecture,Iowa State University,1949 PROFESSIONAL AFFILIATIONS: • Fellow,American Society of Landscape Architects • President,Southern California Chapter of the American Society of Landscape Architects,1960-1975. • Member,California State Board Of Landscape Architects,1968-1972. • President,American Society of Landscape Architects(National), 1974-1975. • Member,Advisory Committee of the School of Enviromental Design, California State Polytechnic University,Pomona,1977. • Trustee,Southern California Chapter of the American Society of Landscape Architects,1978-81. REGISTRATION: Licensed Landscape Architect,California#600 A founding partner of EPT,Mr.Peters has practiced with distinction as a Landscape Architect in Southern California for over 35 years. During these years,he has designed and carried out numerous award winning projects of a wide range in scope and complexity throughout the region. As Senior Principal,Mr.Peters has been directly responsible for the design of the following projects: • Rosemead Springs Business Center,Rosemead • Roxbury Park,City of Beverly Hills • Simi Valley Administration Facility,Simi Valley • Palos Verdes Drive North,City of Rolling Hills Estates • Sunset Boulevard Median,City Limit to City Limit,City of Beverly Hills. • Various Projects at the University of California,Irvine • Various projects at the California State University,Northridge • Westminster Civic Center,City of Westminster • Linda Isle,Newport Beach • Westpark Streetscape,City of Irvine • Indian Hill Boulevard,City of Claremont • Manhattan Beach Downtown Streetscape,Manhattan Beach • Pacific Asia Museum,Pasadena • Westlake Plaza Hotel and Office Complex,Westlake • NBC Studios,Burbank • Landscape Architectural Team Member for the Los Angeles County Fair(FAIRPLEX),Pomona JEFF R. CHAMLEE,ASLA Principal EDUCATION: B.S.in Landscape Architecture,California State Polytechnic University, Pomona,1976. PROFESSIONAL AFFLIATIONS: • Member,American Society of Landscape Architects • Member,Enforcement Committee,State Board of Landscape Architects • Chairman,Irrigation Examination Committee,State Board of Landscape Architects • Chairman,Application Review Committee,Southern California Chapter American Society of Landscape Architects • Director,California Council of Landscape Architects,1986-88 • Secretary,Southern California Chapter,American Society of Landscape Architects,1980 • Part-time lecturer,California State Polytechnic University,Pomona, Landscape Architecture Department REGISTRATION: Licensed Landscape Architect,California,#1736 Mr.Chamlee,a member of EPT since 1974,serves as Pasadena Office Manager and as Project Architect.He is responsible for project coordination from initial site design through field implementation. Mr.Chamlee has extensive expertise in site design,facilities planning,construction design and documents preparation,specification writing and construction administration. Current and recent projects include: • Manhattan Beach Downtown Streetscape,Manhattan Beach, California • Valley Presbyterian Hospital,Van Nuys,California • Lancaster City Hall,Lancaster,California • Simi Valley Administrative Facility,Simi Valley,California • Department of Motor Vehicles,Simi Valley,California • Santa Fe Energy Company,Santa Fe Springs,California • Rosemead Springs Business Center,Rosemead,California • Roxbury Memorial Park,Beverly Hills,California • Pan Pacific County Park,Los Angeles,California • Sylvan Glen County Park,Diamond Bar,California 1 PEG HENDERSON,ASLA Project Manager EDUCATION: Master of Landscape Architecture,California State Polytechnic University,Pomona,1983 Bachelor of Arts in Design,University of California,Los Angeles,1974 PROFESSIONAL AFFILIATIONS: Member,American Society of Landscape Architects _ REGISTRATION: Licensed Landscape Architect,California,#2673 PUBLICATIONS: • A Design Study for Downtown Pomona. A graduate studies project (completed with two other students)commissioned by the Community Development Department of the City of Pomona,1983. • The Historic Environment of Downtown Pomona.A masters thesis completed at Cal Poly Pomona. 1983. PROFESSIONAL EXPERIENCE: • U.S.Forest Service,Pasadena,California December 1980 August 1985.Landscape Architect.Recreation and administrative site design,environmental assessment,visual resources management. • Erikssons Peters Thorns Landscape Architecture,August 1985 to Present. Ms.Henderson has been involved in the design and construction phases of numerous park,school, streetscape,commercial and residential projects. She brings to each project strong organizational and communication skills which help insure that the final product meets the needs of both owners and users of the space. Recent projects include: • Manhattan Beach Downtown Streetscape,Manhattan Beach, California • James A.Collins Center for Hospitality Management,Cal Poly University,Pomona, California • Ramona Convent School,Alhambra,California • Peter J.Pitchess Honor Rancho,County of Los Angeles • Ontario Commerce Center,Ontario,California • Berendo Junior High School,Los Angeles,California SUSAN BERRY BROWN,ASLA Project Manager EDUCATION: Bachelor of Science in Landscape Architecture,California State Polytechnic University,Pomona,1985 PROFESSIONAL AFFILIATIONS: American Society of Landscape Architects REGISTRATION: Licensed Landscape Architect,California#2915 PUBLICATIONS: Revitalization Through Historic Preservation-A Case Study Pasadena Old Town. A senior project completed at Cal Poly Pomona, 1984 Ms.Brown,who joined EPT in 1985,has been invloved in a variety of park,school,streetscape, commercial and residential projects. She has been instrumental in the design of several neighborhood playgrounds and parks located in the community of Green Valley,Fountain Valley, California. She brings to each project strong organization and communication skills which help insure that the final product meets the needs of both the owners and users of the space. Current&Recent Project Include: • Garvey Avenue Median Improvements,Monterey Park,California • St.Augustine Priory,Oxnard,California • School Center for the Sisters of Mary,Santa Ana,California • Valencia Technology Park and Slope Development,Valencia, California • Azusa Pacific University Athletic Field,Azusa,California • Pan Pacific Park,Los Angeles,California STEVEN R. MARVIN President/Project Engineer Professional Registration: Civil Engineer - State of California (30659) Quality Engineer - State of California (5463) Education: BSCE - California State University - Long Beach AA - Orange Coast College Honors: Tau Beta Pi - Engineering Honor Society Chi Epsilon - Civil Engineering Honor Society Associations:- Association of Asphalt Paving Technologists Maintenance Superintendents Association American Society of Civil Engineers - National American Society of Civil Engineers - Orange County Branch Served as Program Chairman, Treasurer, Secretary, Vice President and President Orange County Engineers Club Served as Secretary-Treasurer and President Associated General Contractors Teaching Engagements: Asphalt Technology - Santiago College Soils and Foundation - Santiago College Introduction to Public Works - Santiago College Asphalt Laboratory - California State University - Los Angeles Experience: Mr. Marvin began his career with Contra Costa County, California in in 1968. He started in the base mapping section, transferring through the surveying department, county records, design and the materials laboratory. LaBelle • Marvin Experience (Continued): In 1972, Mr. Marvin joined the engineering staff of Testing Engineers, Inc., in Southern California, specializing in asphalt and soil testing, design and construction control. During this period he also served as Quality Control Representative for the reconstruction of the main runway, helicopter landing pads and hanger aprons at the MCAS-Helicopter Base, Tustin, California. In 1975, during acquisition of Testing Engineers, Inc., by Smith-Emery, he designed and moved the laboratory and inspection facilities from Santa Fe Springs to Anaheim, California. He left Smith-Emery in the fall of 1975 to become Vice President and Project Engineer for La Belle Consultants. During the ten year period with La Belle Consultants, he was instrumental in the development of a highly respected and effective engineering firm providing pavement design and evaluation services throughout the Western United States. Specialty services addressing unique problems in roadway and airport construction have included such places as the oil fields of Peru, the off-shore drilling platforms of Alaska and the runways and taxiways of Diego Garcia in the Indian Ocean. Support services developed include a complete asphalt concrete evaluation laboratory, field sampling of roadway and subgrade materials, pavement strength evaluation, pavement management systems, pavement design, re-design of existing pavement systems and complete investigations of material and/or design caused pavement failures. . Mr. Marvin was elected President of La Belle Consultants, renamed La Belle-Marvin, Inc., in December of 1985. Along with his duties as President, he is regularly involved in developing scope and providing the engineering impetus for a variety of on-going roadway and airport investigations and designs. Included within the investigations are numerous cases involving legal issues relative to materials, design, construction, pavement use and abuse. LaBelle • Marvin FRANCIS F. LA BELLE,' ',Special Consultant PROFESSIONAL REGISTRATIONS Registered Civil Engineer - State of California (9239) Quality Engineer - State of California (5531) EDUCATION B.S. Degree in Civil Engineering - University of Texas, 1947 ASSOCIATIONS American Public Works Association Secretary of Research Committee of Southern California Chapter Member - Ad Hoc Research Committee, Chicago American Society of Civil Engineers Orange County Engineers Club L.A. City and County Engineers Association Asphalt Recycling and Reclaiming Association American Society for Testing and Materials Association of Asphalt Paving Technologists Street Superintendents and Maintenance Association HONORS 1983 Engineer of the Year Award, A.S.C.E. , Orange County Branch TEACHING ENGAGEMENTS Asphalt and Pavement Design Laboratories - University of Southern California, Los Angeles Asphalt and Pavement Design Laboratories - University of Southern California, Irvine EXPERIENCE Mr. La Belle began his career in 1947 as Assistant Materials Engineer for the State of California, Department of Highways . In that position he was responsible for materials engineering and testing projects in District 7, which includes Los Angeles, Orange and Ventura Counties . From 1960 to 1968 Mr. La Belle was the Senior Civil Engineer in materials engineering for the County of Orange Road Department. He was assigned full responsibility for operation of the Materials Section. This included the technical and administrative management of a staff of from 30 to 40 people. Technical duties consisted of field research, reports , and the quality control of roadway constructic In 1968 , Mr. La Belle started the company of La Belle Consultants . During his years as President, the company developed a reputation as a leader in soils, asphalt concrete and roadway surfacing engineering. He was instrumental in developing and expanding roadway and airport evaluation to include dynamic testing of in-situ pavement strength using the mobile "Road Rater" equipment. The evaluation of pavement conditions utilizing deflection techniques permitted rapid analysis of existing pavements and provided data necessary to develop designs for roadway and airport projects throughout the Western United States. LaBelle • Marvin Page No. 2 FRANCIS F. LA BELLL EXPERIENCE (Continued) The progression of expertise in paving systems led to expansion of services to include asphalt concrete materials , soil stabilization techniques, design analysis and construction analysis . The facilities at Mr. La Belle ' s disposal include an expanded laboratory equipped to test soils and asphalt products used in highway and airport construction. LaBelle • Marvin EDWARD S. PEREZ, JR. - Assistant Project Engineer EDUCATION Bachelor of Science, Civil Engineering, California State University at Long Beach (anticipated graduation December 1987) EXPERIENCE Mr. Perez began his engineering career in December 1981 with the City of Costa Mesa in the Engineering Design Department. His duties included drafting, surveying, and assistance to the engineers in street and storm drain design. Since joining the firm of La Belle-Marvin in November 1984, his duties have emphasized the investigation, design and inspection of asphalt concrete pavements and pavement systems throughout Southern California. Specific projects he has been responsible for (investigation, design and inspection) , include the recent rehabilitation of the Nissan Motors Corporate Facility, Carson, California, Huntington Landmark Development, Huntington Beach, California; and the K-Mart Stores in Chula Vista and El Cajon, California. In addition to his pavement investigation, design and inspection activities, Ed is actively involved in the inspection, sampling and testing of asphalt concrete pavements for routine conformance evaluation and failure investigation. He has also completed courses in Asphalt Paving Mixtures, Design, Construction and Performance through the Universtiy of California, Berkeley. LaBelle • Marvin ASL Consulting Engineers QUALIFICATIONS ASL Consulting Engineers is a full service civil engineering design firm specializing in municipal engineering. Our services encompass the disciplines shown on the attached list entitled "Engineering Capabilities" and our involvement in a project can begin with the planning and concept phase and end with the preparation of the Contractor's final progress payment request. ASL has recently been responsible for several projects similar to the City's Downtown Public Spaces - Main Street (CC-763) . Noteworthy is our City of Manhattan Beach Downtown Streetscape project which included concept development, design and construction services for $5M worth of downtown improvements. We are also designing the City of Garden Grove Civic Center Improvement project which includes $.5M worth of street rehabilitation, decorative paving, landscaping, storm drain, water main and signal improvements. Our services include design, right-of-way engineering and construction services. ASL has a history of providing "streetscape" design work. Representative projects include: City of Rolling Hills Estates - Palos Verdes Drive North City of Santa Ana - MacArthur Boulevard Streetscape City of Santa Ana - Santa Ana Boulevard Beautification City of Costa Mesa - 19th Street Improvements ASL and EPT Landscape Architects teamed together on the Manhattan Beach, Rolling Hills Estates and Santa Ana projects. EPT has demonstrated the ability to prepare detailed site landscape and irrigation working drawings which address the project goals and objectives. EPT is a design oriented firm and has contracted recently with The Irvine Company, Cities of Manhattan Beach, Redondo Beach, Beverly Hills, Pasadena and the County of Los Angeles for the preparation of site development and landscape construction documents. Detailed qualifications and project lists are attached for your review. BRIEF HISTORY OF OUR COMPANY Founded in 1949 by Frank E. Alderman, the firm was incorpor- ated in 1958 as Alderman and Swift, a California Corpora- tion. Since 1970, the organization has been doing business as Alderman, Swift and Lewis with a corporate name change in 1978 to ASL Consulting Engineers. As an independent consul- ting engineering firm, it is owned entirely by its active principals. In 1975, corporate operations were transferred to the second generation for leadership. Thirty-two year veteran with the organization, William D. Lewis, is President of ASL Consult- ing Engineers. Headquartered in Arcadia, the firm operates satellite offices in Santa Ana, Palm Springs, Camarillo, and Rancho Cucamonga. ASL Consulting Engineers performs complete civil sanitary, structural, traffic and transportation engineering services for municipalities, public and private water agencies, flood control and sanitary districts, large industries, Indust- rial, residential, and commercial developers. Particular pride is taken in the fact that a great majority of our projects are for clients of long standing, many for more than ten years and several for over twenty years. Our services cover a broad spectrum of engineering problems, from investigation and feasibility reports to design, con- struction administration, supervision of construction in- spection and special district procedures. In addition, we provide complete land surveying services using the latest electronic equipment. HIST1:02/89 Page 1/2 ' 1 A deep commitment to principal involvement in every project has been the cornerstone of ASL's success. Project manage- ment and contract performance is personally directed by a principal who is in every instance a thoroughly experienced, licensed professional . This approach results in a very personalized service to every client with ease of communi- cation and top talent on every assignment. The efforts of each Principal-in-Charge are complimented by experienced project engineers and technical support personnel for a well integrated team effort. ASL is a closeknit organization, functioning with a minimum of lost motion. Deadlines are expected tb be met and attention to detail is carefully observed. With every assignment, we endeavor to state-of- the-art. With some, the sheer cost effectiveness of execu- tion is a refinement in the area of project management. Cost control is managed with the same computerized precision applied to the solution of engineering problems. The successful execution of today ' s complex assignments required the system approach with the skillful fusion of the required disciplines. Multi-discipline management has been successfully applied by ASL Consulting Engineers for many years in achieving optimum solutions to client objectives. Full integration of the system approach on large projects is achieved by computerized "Project Simulation" project management. This technique combines a time analysis program of the PERT type with a resource program. Value Analysis/Engineering is applied to sizable projects in a sytematic approach to obtaining optimum value for every dollar spent. The objective of this creative, functional analysis approach is to lower total costs including life cycle costs without affecting performance and reliability. HIST1:02/89 Page 2/2 SUMMARY OF ENGINEERING CAPABILITIES WATER SUPPLY PROJECTS - Comprehensive planning, hydraulic network analysis by computer including cost optimization techniques, appraisals, rate studies, representation before Public Utilities Commissions, resource and water quality investigations, design of distribution and transmission facilities , pump stations - fixed and variable speed- electric or gas engine driven with two fuel systems, water wells, metering and flow control structures and automated controls including telemetering. STRUCTURAL PROJECTS - Schematic design, calculations, design development, contract documents, and specifications for a variety of types of structures including schools, banks, warehouses, condominiums, bridges, steel and concrete reser- voirs, dams, retaining walls, and other special structures ` - for flood control, water, and sewerage projects. LAND DEVELOPMENT PROJECTS - Our comprehensive package of services for land development includes feasibility studies, land-use planning, zoning submissions, boundary surveys , topographic surveys, preliminary subdivision plans, develop- ment plans, record plats, site grading plans, utility plans, drainage, water distribution, and sewerage plans. Residential, commercial, industrial and medical development projects have successfully been completed. All phases of development work including economic and profitability anal- -, ysis EIR/EIS, demolition, site planning, tract and parcel maps, condominium plans grading and drainage work, and con- struction management. HIGHWAY PROJECTS - Master plans of streets and highways route studies, impact assessments, highway design, modal interfacing, pavement evaluation, failure investigations, reconstruction for widening, channelization, beautification including street lighting, assessment districts and proce- edings, right-of-way acquisitions, grade separations, re- taining structures, utility relocations, and special designs for unusual loadings and subsurface conditions. TRAFFIC AND TRANSPORTATION PROJECTS - Comprehensive traffic operation studies, traffic circulation studies , traffic impact reports, the development of modal split models in urban areas, traffic signal design, accident identification studies, bike trail planning, bikeway design, and construc- tion supervision. QUAL19:10/88 Page 1/2 FLOOD CONTROL AND DRAINAGE PROJECTS - Master plans of flood control and drainage, flood plain studies, flood loss inves- tigations , design of spillways, channels, tunnels, ocean outfalls , debris and retention basins , pump stations , special structures, and construction techniques. Design of supervisory controls, automation and flow monitoring systems by telemetry. WASTEWATER FACILITIES PROJECTS - Master plans of wastewater facilities, design of collection systems, trunk lines, lift stations, metering facilities, tunnels, treatment works and special structures. Also, assessment district and proce- edings, industrial water pre-treatment and disposal. PARK PROJECTS - Park planning, design of basketball courts, tennis courts, baseball fields, handball courts, swimming pools wading pools , picnic shelters and multi-use structures. Also, design of support facilities including pedestrian and bikeways, irrigation systems, underground utilities and lighting systems for tennis courts, baseball fields and basketball courts. Several park sites were de- signed in conjunction with other facilities (water reser- voirs, debris basins, etc. ) . ENVIRONMENTAL STUDIES - Comprehensive environmental impact reports , environmental impact assessments, EIR reviews, engineering studies to identify impacts. ASSESSMENT ENGINEERING - ASL offers assessment engineering services including assessment diagrams , boundary maps , spread methodology, Engineer' s Reports, Debt Limit Reports and public hearings. We have worked under the 1911 and 1913 Acts and are familiar with the 1982 Mello-Roos Community Facilities Act as well as other methods of special assess- ments. OUAL19:10/88 Page 2/2 ROADWAY AND HIGHWAY ENGINEERING Preparation of plans, specifications and cost estimates for construction and reconstruction of roadways and highways. Services have included survey, right-of-way research, descriptions and plats, utility relocation coordination, landscape and irrigation design, and equestrian design. Many of these projects have also included environmental assessment for FAU funding and involved extensive coordination with Caltrans Local Assistance, Cities and FHWA. ° City of Bell o City of Cerritos o City of Claremont o City of Costa Mesa • City of Irvine ° City of Laguna Beach ° City of Manhattan Beach • City of Newport Beach o City of Norwalk • City of Pico Rivera City of Rolling Hills Estates o City of Santa Ana Alhambra Redevelopment Agency The Irvine Company o L.A. County Department of Public Works OUAL18-C:01/88 Page 1/1 RECENT ROADWAY PROJECTS PACIFIC COAST HIGHWAY WIDENING Contact: Mr. Don Webb City of Newport Beach City Engineer Phone: 714/644-3311 Prepared EIS , preliminary engineering, plans and specifications for improvements to 3 . 6 miles of the 6- lane Pacific Coast Highway (SR-1) between MacArthur Boulevard (SR-73) and Bayside Drive to facilitate improved vehicular circulation, improve travel speeds, and reduce accident rates. The project included design of overlay , widening and street reconstruction sections . Several widening and intersection design concepts were developed including a three dimensional scaled model of a "flyover" at the intersection of Pacific Coast Highway and Jamboree Road. The final design included preparation of plans, specification and estimate per Caltrans standards for roadway, storm drains, irrigation, landscaping, on-street commuter bike lanes , reinforced earth retaining wall , major traffic signal modifications with inter-connect system, street lighting, and right of way engineering. Project required Caltrans and FHWA approval . Phase I (MacArthur Boulevard to Jamboree Road) was completed in October 1987, Phase I is scheduled for construction in Spring 1988. DOWNTOWN STREETSCAPE PROJECT Contact: Mr. Carl Abel City of Manhattan Beach Director of Public Service Phone: 714/545-5621 Prepared concept plans , preliminary design, final design, construction administration, construction survey and inspection for $5 . OM worth of roadway , signal , storm drain and landscape improvements in the downtown are of Manhattan Beach . Project included coordination with City Council, citizen groups, utility companies and the Coastal Commission. QUAL18-D:01/89 Page 1/5 MACARTHUR BOULEVARD WIDENING Contact: Mr. Rob McCann City of Irvine Phone: 714/640-3638 Prepared concept plans, preliminary design, Caltrans ' Project Study Report and a design report for widening MacArthur Boulevard from Douglas Drive to 1800 feet north of Main Street in the City of Irvine . This project fronts the John Wayne Airport and coordination with the County of Orange ' s Airport expansion project was required. Project also included the preliminary design of the MacArthur Boulevard I-405 interchange including a parallel bridge structure and, on/off ramp modifications . WESTMINSTER AVENUE Contact: Mr. Michael Betts City of Santa Ana Phone: 714/647-5400 Prepare environmental assessment for the widening of Westminster Avenue from Euclid Avenue to Fairview Avenue. Project is FAU funded and coordination with Caltrans District #7 is ongoing. Project includes roadway widening, drainage improvements, signal modifi- cations and right-of-way engineering for over two (2) miles of urban criteria. MACARTHUR BOULEVARD (SR-73) Contact: Mr. Duane Flaten Irvine Company Phone: 714/720-3282 Mr. Don Webb City Engineer Phone: 714/644-3311 Prepared design plans for widening of SR-73 to accommo- date additional south bound through lane . Project included traffic signal modification, signing and striping, drainage design, and detailed traffic con- trol. Coordination with Caltrans and processing of a Caltrans. encroachment permit was required. WHITEWATER EXPRESSWAY ALIGNMENT STUDY City of Palm Springs Established alignment, estimated cost, determined cost/ benefit ratio and provided traffic analysis for the proposed future Whitewater Expressway which will bypass Palm Springs from Highway 111 to Bogey Road. OUAL18-D:01/89 Page 2/5 IMPERIAL HIGHWAY TRAFFIC SIGNALS Contact: Mr. Carmen City of Norwalk Gendusa Phone: 213/929-2677 Prepare plans, specifications and estimates for the following five traffic signals along Imperial Highway, Firestone Boulevard, Pioneer Boulevard, Hoxie Avenue, Volunteer Avenue, Kalnor Avenue and Norwalk Boulevard. This project is funded using FAU money and design work has been reviewed by Caltrans District 7. WHITES CANYON ROAD Contact: Mr. Dave Sorem City of Los Angeles Phone: 818/458-7846 Prepared concept study and final plans for the design of Whites Canyon Road from Sierra Highway to Soledad Canyon Road in Canyon Country, County of Los Angeles. Project includes the design of 13, 000 L.F. of arterial roadway, three bridges, river hydraulics and scour analysis for the Santa Clara River, concept design of the Whites Canyon Road SR-126 interchange, right-of-way engineering and relocation of 12, 000 L. F. of Southern Pacific Railway Company tracks. The Santa Clara River bridge, designed as part of Phase I , is an 8-span, 7- lane bridge 600+ feet in length. Piers are nearly 50 feet in height and are subjected to nearly 20 feet of scour. The bridge was designed to accommodate vertical and horizontal curvature dictated by roadway alignment. Phase I of the project includes 2000 feet of roadway, levee construction. Phase II which includes 11, 000 feet of roadway, the Southern Pacific Railway and SR- 126 bridge will be completed in 1988 . Bridges are designed to Caltrans standards. JAMBOREE ROAD WIDENING Contact: Mr. Don Webb City of Newport Beach City Engineer Phone: 714/644-3311 Prepared plans, specifications and cost estimate for the widening of Jamboree Road from Pacific Coast Highway to Backbay Drive. Project includes design of roadway signal , water main and storm drain improvements. Project also involved coordination with Caltrans, right of way engineering and preparation of detailed traffic control plans. QUAL18-D:01/89 Page 3/5 PALOS VERDES DRIVE NORTH Contact: Mr. Ray Taylor City of Rolling Hills Estates City Manager Phone: 213/377-1577 Prepared plans, specifications, and cost estimate for 2-1/2 miles of roadway improvements including paving, curb and gutter, bicycle, equestrian, and pedestrian paths. EL TORO ROAD Contact: Mr. Ross Cox City of Laguna Beach City Engineer Phone: 714/497-3311 Designed 6 , 800 feet of roadway reconstruction from Laguna Canyon Road to the City limits. MACARTHUR BOULEVARD Contact: Mr. George City of Santa Ana Alvarez Phone: 714/647-5658 Designed 3-; miles of streetscape improvements in- cluding median island, street lighting, striping study, and plan and landscaping. LOCAL ROADWAY IMPROVEMENT DISTRICT AS-242 City of Santa Ana Prepared plans, specifications, and cost estimate for 3/4 mile of local roadway improvements and reconstruc- tion. ROADWAY AND ALLEY RECONSTRUCTION Contact: City of Bell Phone: 213/588-6211 Prepared plans, specifications, and cost estimates for reconstruction of several roads including Woodward Avenue, Mayflower Avenue, California Avenue, Orachard Avenue, and Brompton Avenue. Design of several dozen alleyway reconstruction projects throughout the City. PADUA AVENUE ALIGNMENT STUDY Contact: Mr. Jim Serlot City of Claremont City Engineer Phone: 714/624-4531 Studied realignment and widening alternatives for 4 , 000 feet of roadway including intersection with State Route 33 and future Caltrans interchange at Foothill (210) Freeway. QUAL18-D:01/89 Page 4/5 WILDWOOD AVENUE City of Glendora For the Los Angeles County Road Department, we prepared plans specifications and cost estimate for the reconstruction of Wilwood Avenue between Foothill Boulevard and Carroll Avenue. CALIFORNIA AVENUE Glendora, California For the Los Angeles County Department of Public Works, ASL prepared preliminary plans and specifications for widening 4 , 900 feet of California Avenue between Hurstview Avenue to Wyland Way . Included was a complete review of the drainage capacity of the street and construction cost estimate. DUMONT AVENUE WIDENING Contact: Cerritos, California Phone: 213/860-0311 Prepared plans , specifications and estimate for the widening of 1500 lineal feet of urban collector street. Project included roadway and traffic signal design, traffic control plans and right of way engineering. QUAL18-D:01/89 Page 5/5 FLOOD CONTROL PROJECTS City of Irvine CONTACT: John Brown 17200 Jamboree Road Irvine, CA 92713 PHONE: 714/754 3690 1. Design and cost estimates for catch basins and 27-inch and 18-inch reinforced concrete pipe storm drains to solve drainage problems at Culver Drive and Campus Drive. 2 . Design of desilting basin, energy dissipation and RCB culvert as part of the design of Bonita Canyon Road. City of Fullerton CONTACT: Hugh Berry 303 W. Commonwealth Ave. Fullerton, CA 92632 PHONE: 714/738-6845 1. Provided engineering services for the design of 2 , 000 lineal feet of 48-inch storm drain in Euclid Avenue. This project included drainage study, plan and profile, and details. Construction: $487, 550 City of Newport Beach CONTACT: Lloyd Dalton - 3300 Newport Boulevard Newport Beach, CA 92663 PHONE: 714/644-3311 1. Conducted drainage study to determine adequacy of existing storm drain system in Morning Canyon Road and Seaward Road. Provided design of three alternatives for lining 1, 500 feet of 36-inch pipe--polyethylene slipping, centerlining with cement mortar and polyester resin. Centerlining by Ameron was the low bid and was performed in 1983 . Construction: $176, 000 2 . Preparation of the Jasmine Creek Storm Drain Design Report. Hydrologic and hydraulic analysis of existing storm drain system including a 90 acre-foot retention basin with spillways and ocean outlet structure . Analysis included sediment transport evaluation and recommendations for control. QUAL6-A:12/88 Page 1/4 3 . ASL provided engineering services for the Fernleaf Avenue Storm Drain. This project includes the design of 1, 000 lineal feet of 42-inch diameter reinforced concrete storm drain and 1, 000 lineal feet of 8-inch sewer . ASL prepared the design study including hydrology, hydraulics, alternative evaluation and cost estimates. Construction: $282,500 -__ City of Santa Ana CONTACT: Bob Eichblat 20 Civic Center Plaza Santa Ana, CA 92701 PHONE: 714/834/4948 1. Design of two reaches of the S-1 Storm Drain, reinforc- ed concrete box section with outlet works in Santa Ana River. First reach consisted of 25-foot wide double barrel box section within a 30-foot wide roadway, re- quiring special design and construction techniques. Also included was sewer replacement involving design of an inverted siphon. Construction: $1, 670,450 ; Change Orders: $9 , 950 Riverside County Flood CONTACT: Ken Edwards Control and Water Conservation District PHONE: 714/ 787-2015 1995 Market Street Riverside, CA 92502 1. Concept study and design of the Tahquitz Creek Flood Control Project in Palm Springs , including debris _ basin, dam, spillway and two and one-half miles of I channel through Palm Springs. Also involved design of two bridges. 2 . Design of Oak Street Dam and Debris Basin, including 120-foot wide spillway with 12 , 500 cfs capacity . Debris from three canyons is collected in a 250 acre- foot debris basin. 3 . Modifications to a dam, design of two miles of the Anza Channel, open channel to 70 feet in width, and a reten- tion basin with a half-mile of closed conduit. 4 . Design of 4, 000 lineal feet of 9 ' X 12 ' RCB storm drain and 2 , 000 lineal feet of trapezoidal channel in the City of Desert Hot Springs. QUAL6-A:12/88 Page 2/4 The Meister Company CONTACT: Terry Teeple 5100 Campus Drive Newport Beach, CA 92660 PHONE: 714/833-9010 1. Design of complete drainage system for Thunderbird Cove in Rancho Mirage, a residential development, including storm drain pipes from 18-inches to 102-inches, lined channels and levees. City of Redlands CONTACT: John A. Donnelly 30 Cajon Street Redlands, CA 92373 PHONE: 714/793-2641 1. Drainage study involving hydrology, hydraulics, prelim- inary design, and cost estimates for the Reservoir Canyon and the Zanja Creek drainage areas. Recommended flood control improvements to eliminate major flooding in central business district and residential areas . Involved coordination with U.S. Army Corps of Engineers which conducted concurrent study of Zanja alignment. City of Glendale CONTACT: George Miller 633 E. Broadway Glendale, CA 91205 PHONE: 213/244-4651 1. Design of over two miles of box section, a balanced diversion structure, and an outlet into the Los Angeles River, Project 9506. City of El Segundo CONTACT: William Glickman 350 Main Street El Segundo, CA 90245 PHONE: 213-322-4670 1. Design of two projects consisting of an ocean outlet, tunnel, gravity storm drains to 96-inches in diameter, retention basin with pump station, and one-mile of pressure line to 24-inches in diameter. QUAL6-A:12/88 Page 3/4 U.S. Army Corps CONTACT: Dennis Shallenberger of Engineers P.O. Box 2711 Los Angeles, CA 90053 PHONE: 714/787-2015 Riverside, CA 92502 1. Concept study and design of the Tahquitz Creek Flood Control Project in Palm Springs, including debris basin, dam, spillway and two and one-half miles of channel through Palm Springs. Also involved design of two bridges. Construction: $3 , 660, 000; Change Orders: $123 , 000 2. Modifications to dam, design of two miles of the Anza Channel, open channel to 70 feet in width, and a reten- tion basin with a half-mile of closed conduit. 3 . Flood control project involving the planning and design of debris basins, earthfill dam, concrete spillway and 2 . 5 miles of open channel. Construction: $500, 000 Moir Devco CONTACT: Jeff Palmer 9595 Wilshire Blvd. Beverly Hills, CA 90212 PHONE: 213/273-7300 1. Complete civil engineering for $30 million, 26-acre office complex. Involved survey, grading, drainage, bikeway , streets , water supply , sewer system , structural design , traffic signal design , agency review and construction management. City of Ontario CONTACT: William Huber 303 E. 'B' Street Ontario, CA 91764 PHONE: 714/986-1151 1. Completed the Master Plan of Storm Drains for the 36 square mile City area. Ontario is characterized by existing development with inadequate drainage facilities, as well as a large amount of undeveloped land. ASL was responsible for hydrology and hydraulics using computer assisted methods ; recommended storm drain locations, sizes, priorities, and estimated cost. QUAL6-A:12/88 Page 4/4 WATER AND WASTEWATER PROJECTS ASL Consulting Engineers is experienced in all aspects of water and wastewater facilities design. We provide master planning, preliminary design, final design and construction engineering services. The following projects represent the range of services we provide: City of Santa Ana Contact: Mr. Jim Ross Phone: 714-647-5657 Bristol Reservoir and Pump Station ($8M - 1988) Well Number 36 ($1M - 1987) Elevated Water Tank Rehab ($0. 5M - 1988) Irvine Ranch Water District Contact: Mr. Ergun Bakall Phone 714-833-1223 Harvard Avenue Trunk Sewer ($8M - 1988) Reservoirs (2MG, 6. 5MG, 4MG) ($5M - 1988) Jamboree Road Domestic and Reclaimed Water ($6M - 1988) Moulton Niguel Water District Contact: Mr. Carlo Habash Phone: 714-643-2584 Lower Salada Sewage Lift Station ($1. 5M - 1986) Rancho Reservoir No. 3 ($1M - 1986) Sheephills Pump Station ($1M - 1987) Pacific Park Pump Station ($1M - 1988) La Paz Pump Station ($0. 5M - 1986) City of Fullerton Contact: Mr. Larry Sears Phone: 714-738-6852 Hillcrest Booster Station ($0.5M - 1988) City of Newport Beach Contact: Mr. Jeff Staneart Phone: 714-644-3011 MWD Turn-out Facility ($0. 5M - 1988) QUAL23-F/12/88 LANDSCAPE ARCHITECTURE CORPORATION PROFILE Eriksson Peters Thorns(EPT),a Landscape Architectural corporation.,was formed in 1962 when Robert M.Eriksson and Owen H.Peters blended their combined 25 years experience in the design industry.The founders implemented sensitive design with precise execution in a broad spectrum of landscape projects. The fledgling firm expanded in 1966 when David C.Thorns was promoted to partner and added his construction design and production management expertise to the firm's broadening capabilities.EPT has continued to grow and now has offices in Pasadena and San Juan Capistrano. EPT's personnel are the key to the corporation's success.Today the creative talents and technical skills of EPT's staff enable the firm to offer a wide range of services to clients in both pubic and private sectors. These services include: needs analysis,master planning,site design,construction documents,construction observation and project management. EPT has completed a large body of residential, commercial,institutional,recreational and streetscape projects throughout Southern California. Several of these projects,such as Roxbury Park in Beverly Hills,have received awards recognizing their design excellence. REPRESENTATIVE PROJECTS • Manhattan Beach DowntownStreetscape • Redondo Beach - King Harbor Landscape Improvements • MacArthur Boulevard • Palos Verdes Drive North • 19th Street Enhancement Study • Westpark Streetscape 1'11 �11/,11 �1 I�ll �l LANDSCAPE ARCHITECTURE CLIENT REFERENCES • City of Manhattan Beach-Carl Abel 213-545-5621 • City of Redondo Beach-Ken Dyer 213-372-1171 • City of Rolling Hills Estates-Ray Taylor 213-377-1577 • County of Los Angeles-Ron Gagnon 818-369-2514 • Irvine Company-Wes Nowa 714-720-2353 • City of Beverly Hills-Marcelino Lomeli 213-285-2536 • City of Monterey Park-Al La Brie 818-307-1321 • Southern California Gas Company-Bob Goulden 818-307-2752 • California State Universuity,Northridge-Bill Chatham 818-885-2519 • U.S.Army Corps of Engineers-John Williams 213-688-5459 • 1-_ MANHATTAN BEACH DOWNTOWN STREETSCAPE Manhattan Beach,California Manhattan Beach has recently completed a comprehensive reconstruction of their streets and sidewalks in the downtown area. Eriksson Peters Thorns,working with ASL Consulting Engineers and Follis Design,developed preliminary improvements plans,final construction documents and cost estimates for the downtown area.The design process included numerous meetings with local business merchant associations,and ad hoc group of local citizens and presentations at City Council meetings. The salt-air environment and steep slopes immediately adjacent to the ocean,a diverse user-group, and the existing eclectic character of the area make this an extremely challenging project. In addition,the project has a diversity of street types,from busy commerical thoroughfares to quaint residential"walk-streets". The goals of the streetscape program were to create a downtown identity, to enhance the pedestrian environment and develop an inviting and unifying matrix for the district. Phase one of the project was recently completed with ASL Consulting Engineers,EPT and Follis Design providing construction administration services. Eriksson Peters Thorns was responsible for: • Creation of an overall design concept • Design of major and secondary entries into Downtown • Selection of site furnishing and lighting fixtures • Design of architectural elements,including seat walls,kiosks,etc. • Coordination of a complete graphics program including signage and color selection (with Follis Design,Graphic Designers) • Planting and Irrigation Design • Coordination with the Project Engineers of street grading and drainage,road alignment and intersection design • Presentation at public meetings REFERENCE: Mr. Carl Abel,Director of Public Services i PHONE: (213)545-5621 \ ,_ - , gpi_f 4- ,-1. , ...7,..„ ,Ipt. ......1. :• v......4.„... i4.4..... -, , 4, Alt „..---7-46 `• ;.;:_:;.,-;,-.4,--rimit, . -rv..f-., „4 ;,-. -,A,-; ,,, ---/ _,-\?-11s-N -,i - ''NI - ,31V.1.1r--!:--- --voir . • ' ' .' -f i .- 4% --.1,0 '-'i'...- -- -- -&--14. \ . ,..0417 -.- -...-' .• : .....,-,-„.iiirt,,,,x. e.„,..„),,. . A . 1 I I. 1 ..;4-Ft,..y...-,111t1,.:T:-...=. 9.77 . '`gC11 .,..sile:,1-01.-......A.•c ' • .. ''.-.- -47",•=tir..-i'...31114111111111161,1111P"-„,it:zigivir‘airivimak°Joilip- ,--"` . I -:•7";%,,... ", " j :.:---i.t.-45. .t.4.f..S._.v..• t::./% tpletar- fri...,.....___-.1111.11111ft SiOltraPiir'..1 -.-- ,,_ ..,...„1::.. . r•-‘ 4..\-,....grametamily..- .4.F$00 ' .r.',"4..• k,+. , • :‘ . • , .,,......t,1,t2,.i•,14,i1.2:4.0.,-""--,V, ' '(-,;;.`-'1V,,f,,4•.'1' ' ,•• "' •; , ill ,,..,- ..., .' - ,• - ---•-•"\13,4"Viirkul .......,.-,-x-20,44fit ' -: ' t %' iAf.';', `. 4.1 ',,.. ,, . 2 I (.: • ' ' ''t' i :. . ‘ ,,„.../....r.i.,,,4 _____ , ............ • ...._. . ..._ ._ \,---- j1111"''.:j.C..'411.-If?- 1Y.;.'\\:::; _.,,--------------------- . : . ;.1,,,,,,I .--\ _.....‘ ,: •-,... ,,,,,J•--,Ir -;24'1'5., :, , _ ----- " ,.\Nt ‘ I. . . :-• '*.-7.4.44 ,%lv-0. 1;1-1:3 la%jr# -I- . ----. \ V , --------. \ i . .,....;•,,,,11,,,,,...:......o.44,ow,„ • --- .....,- . :• . 1.4 NIOA:010:4011 , 0 __- Ilk \ '• • ,,,:- 7i,1, • \1, (f) /-7 *. `,, --,4,'' ' ,/.. :_.,,t• ...109-,:,'3-' -- ).,. *.t- ----- .- .. . . .. . _.- _ .. .--10"; ,• ....-^" _..---- G. 'i30 .5c111 °I. ... .., . J t \\\I -,,,• /,,, , , . ..---." X li _... .. GOSS /./ • Nt\i• \-- , , \ AiKivy ., soP? 1/4 Isic -` 0" gONN N-OPM re3' 1\ TITLE: REDONDO BEACH - KING HARBOR LANDSCAPE IMPROVEMENTS LOCATION: King Harbor Area, Redondo Beach, California CLIENT: City of Redondo Beach The King Harbor area of Redondo Beach consists of a wide variety of unique conditions all of which demanded quality design sensitive to each particular condition. Some of these conditions were confusion between pedestrian, bicycle, and vehicular traffic, lack of seating, positive and negitive views , as well as slope stabilization problems. Each of these various existing conditions were dealt with in a way that solved existing problems and a.t the same time developed a theme for the King Harbor area. The major program elements of the project consisted of parking area beautifi- cation, streetscape improvements , the delineation of main traffic corridors with large scale palm trees, the development of Dedication Park, boardwalk improvements the regrading of slopes and the design of brick-paved crosswalks at major intersections. Some of the items detailed for these improvements were retaining walls, paving materials, a pergola structure, site furnishings , irrigation, lighting and the installation of plant material . EPT' s scope of work on the project included coordination with the City, presentation to community groups , design and working drawings for the entire project. The city, working closely with EPT, has recently completed the implementation of this project. REFERENCE: City of Redondo Beach 415 Diamond Street Redondo Beach, California 90277 CONTACT: Mr. Ken Dyer, Superintendent of Parks Mrs. Sheila Schoettger, Harbor Director PHONE: (213) 372-1171 • ti NI _, , "p..\ t11 ,„' .v3. v r U' ` C r , ?'‘':e;rpm (0 r r,� ` 'rr a 'S a s! 2a<'1 K � �..t_� � 'k s�V1 _ ate- , v� ,firz . • 44 1 , • tik\liw.....1.1Ittillif i -r___:_____:___ttgtrl•iH'itv' ________.‘.1.- "--.31: ,. )--‘f-- :1-1" ' 'f�j3'~' f�SNJ } 1 I' . 1 174::";t7' 1 - - \. ti....7,,,, ---, ' r %;,- Ili'; \.r' I ItOtivuloter,:41 i . tem "is 111 a , ___,,r.,,,„•,,, ,, , ,J4 ax. A , . OOP , 7 --s''' - \,\ \ \*c 1\ \ I 01.111\‘\\I.Yr. . . . 0- 1 . i, •...A,,M, 11 i. 0 r1,....,... \i. \ \A X 1. Willi , ••-• --4,111111 _ „-------.7— ra iza ....._ 0 7.,\M 50. t_-_—_:-.-__ - ; V a 0000.111; \-., \ i ..-:.,ki: .0k 1 :_:_-_,-___°_t____,-, h ........00. ii_ II,. 1.____.a-so., , \ \'‘,, \ os agieln I . 1. ,...,.4.s....A aC2;y•-1 .\\ \\ __• . ,' yam. 1 � '�ezt lir /S _ '' '®- ..., .. 1 .0.,.., . ,'_(-:::.ii*, /5, 64;41:1.--.. k:......:\ TITLE: MacARTHUR BOULEVARD LOCATION: City of Santa Ana, California CLIENT: Consultants to ASL Consulting Engineers MacArthur Boulevard is a major east-west street passing through the City of Santa Ana for approximately four miles. The Boulevard presented a challenging problem in its extreme variety of land uses and corresponding visual character throughout its length. Eriksson, Peters, Thorns, & Associates worked with ASL Consulting Engineers to introduce a series of median islands which function as a strong cohesive design element when planted with theme trees. In addition, accent trees were planted at major intersections for interest and identity. The side treatment was varied according to specific existing conditions in order to compliment, screen, or soften the visual character. Eriksson, Peters, Thorns & Associates contribution included: ° Analysis of existing visual character ° Coordination of median island location o Development of design theme and planting scheme o Working drawings for planting and irrigation o Developed recommendations for alleviation of graffiti and harsh visual character of extensive property walls REFERENCE: City of Santa Ana-Department of Transportation Services 20 Civic Center Plaza, Santa Ana, CA 92701 CONTACT: Mr. Bob Steaffens - PHONE: 714/834-4995 TITLE: PALOS VERDES DRIVE NORTH LOCATION: City of Rolling Hills Estates , California CLIENT: Consultants to Alderman Swift and Lewis, Consulting Engineers Palos Verdes Drive North is a major east-west thoroughfare running five miles through the City of Rolling Hills Estates. Existing street conditions were not adequate to handle current traffic volumes and the predicted increases. The City, being an equestrian oriented community, requested the design of a bridle trail along the route as well as a bike path. This request, in con- junction with constraints of the site, presented many problems including rugged terrain and the asset of many fine existing street trees. Eriksson, Peters, Thorns and Associates worked with ASL to locate the bridle trail , bike path, and related facilities. The necessity of including this number of elements into a limited right-of-way caused great concern for the citizens of the City. Eriksson, Peters , Thorns and Associates attended numerous meetings with citizen's groups and the City to alleviate fear and opposition to the project. Eriksson, Peters, Thorns and Associates contribution included: ° Coordination of the trail with the street o Design and working drawings of the rest stops o Design and working drawings of the bus stops o Design of street graphics for automobile, bikes and equestrian trails o Design of traffic signals compatible with the rural character of the area o Design and working drawings for planting and irrigation REFERENCE: City of Rolling Hills Estates 4045 Palos Verdes Drive North , Rolling Hills Estates, CA 90274 CONTACT: Mr. Harry R. Peacock PHONE: 213/377-1577 TITLE: 19TH STREET ENHANCEMENT STUDY LOCATION: City of Costa Mesa, California CLIENT: ASL Consulting Engineers The City of Costa Mesa hired Eriksson Peters Thorns as their landscape arhitectural consultants for the downtown redevelopment area. The primary project in this area is the 19th Street Widening Project. The improvements are intended to create a special identity for this redevelopment area, and the enhancement plan reflects the Spanish Colonial architecture required by Redevelopment Agency guidelines. The program included: o Special sidewalk and intersection pavement. o Spanish theme lighting fixtures , street lights and traffic fixtures . o Clock towers. o Landscaped seating areas. o Signage o Street tree and ground cover planting. EPT was involved in conceptual design, design development and working drawings preparation. CONTACT: Mr. William Lewis, ASL Consulting Engineers PHONE: (818) 447-4494 TITLE: WESTPARK VILLAGE STREETSCAPE LOCATION: City of Irvine, California CLIENT: Irvine Company Westpark is a new planned community of approximately 800 acres located north of the San Diego Freeway and west of Woodbridge in the City of Irvine. EPT developed preliminary landscape architectural designs and cost estimates for the major streets bisecting and adjoining the project. EPT is completing construction documents and providing project management services for the implementation of this project. Our responsibilities include: ▪ Coordination of all consultants • Design and alignment of curvilinear sidewalks ▪ Design of entry and barrier walls ▪ Design of major theme entries, including architectural features, signage and landscaping ▪ Design of intersections ▪ Planting design for all landscaping within the public right-of-way ▪ Irrigation design ▪ Cost estimating ▪ Planning and coordination of full-scale models REFERENCE: Mr. Wes Nowa, The Irvine Company PHONE (714) 720-2353 � -- YYESTPARK I. STREET AND HIGHWAY PROJECTS -- PAVEMENT STRUCTURAL SECTION DESIGN EVALUATION AND REHABILITATION STUDIES A. CITIES 1. California a. Orange County - Santa Ana Westminster Cypress Fullerton Newport Beach Irvine Anaheim La Habra Brea Buena Park Orange Tustin La Palma Los Alamitos Stanton Huntington Beach Fountain Valley Villa Park San Clemente Placentia San Juan Capistrano Garden Grove Costa Mesa b. Others Covina Beverly Hills Walnut Long Beach Pasadena Montebello -- Los Angeles Monterey Park Claremont Riverside Compton Norwalk Oxnard Torrance Downey Chula Vista Huntington Park Palm Springs El Cajon Pico Rivera Yucaipa Vista South Gate Redlands El Centro Baldwin Park Visalia Lompoc West Covina Inglewood Thousand Oaks Arcadia Palos Verdes 2. Out of State Las Vegas, Nevada Everette, Washington Scottsdale, Arizona Tijuana, Baja California B. COUNTIES 1. California Orange Fresno Los Angeles Contra Costa Tulare Sonoma - Santa Barbara Eureka Ventura San Bernardino Riverside Kings ' Imperial Humbolt 2. Out of State Multnomah, Oregon Clark, Nevada LaBelle • Marvin I . STREET AND HIGHWA )ROJECTS (Continued) C. FEDERAL 1. Military USMCAS, El Toro US ARMY, Fort Irwin USN, Admiral Hartman Housing, USN, San Nicolas Island San Diego & Point Mugu Air Base 2. Others Forest Service Bureau of Land Management Atomic Energy Commission Bureau of Indian Affairs II. QUALITY CONTROL CONSULTING, SPECIFICATIONS & TESTING A. CITIES 1. California Los Alamitos Yorba Linda Brea Seal Beach Villa Park Vista Glendale Walnut Chino Signal Hill Long Beach Costa Mesa Ontario Tustin B. COUNTIES Orange Kings Riverside C. FEDERAL • 1. Military U.S. Navy U.S. Marine Corps U.S. Air Force U.S. Coast Guard U.S. Army Corps of Engineers 2. Others Bureau of Indian Affairs D. COUNTRIES Panama Ecuador Chile Tahiti Philippines Switzerland Peru Taiwan LaBelle • Marvin III. AIRPORTS A. CIVILIAN 1. California John Wayne, Orange County Los Angeles International Lindbergh Field, San Diego Hemet Ryan, Hemet Long Beach Municipal Palomar Fullerton Municipal Mojave, Kern County Visalia Pasa Robles South Lake Tahoe Mammoth Burbank 2. Other Hooper Bay, Alaska Elko City, Nevada Desert Rock, Mercury, Nevada Point Hope, Alaska Mahlon Sweet, Eugene, Oregon McCarren International, Las Vegas, Nevada Tocumen International, Panama City, Panama Pahuta Mesa, Atomic Energy Commission, Mercury, Nevada Falcon Field, Mesa, Arizona B. MILITARY Diego Garcia, Naval, Air Base, Indian Ocean Vandenberg Air Force Base George Air Force Base, Victorville United States Marine Corps Air Station, El Toro Norton Air Force Base, San Bernardino Palmdale Air Force Base, California United States Marine Corps Air Station, Helicopter, Santa Ana, California United States Navel Air Station, San Diego United States Marine Corps, Camp Pendleton Deep Space Communication Center, Goldstone Nellis Air Force Base, Las Vegas, Nevada Castle Air Force Base, Merced, California J LaBelle • Marvin IV. SELECTED COMMERICJ CLIENT LIST Action Geotechnical Lion Country Safari All American Asphalt Lockheed Aircraft Almas International Malibu Grand Prix American Engineering Labs D.L. Merrett Construction Andrex Development Metric Construction Bein, Frost & Associates Meyer Investment Properties Beneficial Standard Properties Mission Viejo Company Berryman & Stephenson, Inc. Moffatt & Nicol, Engineers BES Engineering (Taipei) G.A. Nicoll & Associates Blair Paving R.J. Noble Company Blue Diamond Materials Occidental Petroleum Land Brutoco Engineering and & Development Company Construction Company Oltmans Construction Company Buena Tri Counties Lab Osborne Laboratories Burris Oil Company (Nevada) K.G. Osborne & Associates Cememtos California (Baja) Owens Corning Fiberglas Chevron Oil Company Owl Rock Products Coast Community College Pacesetter Homes Cone Chevrolet Pacific Materials Laboratory Consolidated Freightways Pacific Telephone Company Continental Illinois Properties G.J. Payne Company Converse Consultants Pepsi Cola Bottling Company Coto de Caza Development Phillips Fibers Company LeRoy Crandall Associates Ponderosa Homes Daon Corporation C.W. Poss Constuctors Delta Enterprises Powerline Oil Company Douglas Oil Company Professional Community Engineering Testing Labs Management/Leisure World Firestone Tire & Rubber Company Jack G. Raub Company Ford Aerospace Rockwell International Forest Lawn Association San Joaquin Refinery R.T. Frankian Associates Sears, Roebuck & Company Fugro, Inc. Shea Homes Angelo Gaspare, Inc./K-Mart Stores. Smith-Emery Company Geo Etka, Inc. Soils International Geo Soils, Inc. Southern California Edison Co. Girl Scout Council, Orange County Southern California Testing Labs Goffman & McCormick St. Joseph Hospital Donald Greek & Associates Storer Cable T.V. Griffith Company STV/Lyon Associates Group W Cable T.V. Sully Miller Contracting E.W. Hahn Company (Utah) Talco Property Management Irvine Company Testing Engineers Irvine Ranch Water District University of California/Irvine Irvine Consulting Group Universal Asphalt Jet Propulsion Laboratories U.S. Paving Company Kiewit Pacific Company Villageway Management J.H. Kleinfelder & Associates VTN-International and Knott's Berry Farm Orange County Koll Company Wells Fargo Bank Kovacs-Byer & Associates Wheeler & Gray Las Vegas Paving (Nevada) Willdan Associates Leighton & Associates Zimmerman Consulting Engineers LaBelle • Marvin V. SELECTED PROJEC FISTING 1) Koll-Irvine Center: Parking Lot Investigation, Analysis, Rehabilitation Report and Construcation Administration Villageway Management for Koll-Irvine Community Association -,-' Post Office Box 4708 Irvine, California 92716 2) Manitenance Engineering Evaluation of 300 Lane Miles of Selected Streets within Irvine, California City of Irvine 17200 Jamboree Road Post Office Box 19575 Irvine, California 91713 3) Engineered Pavement Analysis for Rehabilitation Requirements and Reconstruction Design - Selected Roadways at San Nicolas Island and Point Mugu, Naval Air Station (N62474-R-2652) Berryman & Stephenson, Inc. 1415 East Seventeenth Street Santa Ana, California 92701 4) Pavement Evaluation and Materials Investigation for Rehabilitation and Re-design of Roadways at Elk Hills Naval Petroleum Reserve, California (N68517-77-C7157) Berryman & Stephenson, Inc. 1415 East Seventeenth Street Santa Ana, California 92701 5) Structural Evaluation and Rehabilitation Recommendations for Portions of Century Boulevard, 108th Street, La Brea Avenue and Van Ness Avenue, in Inglewood, California City of Inglewood One Manchester Boulevard Inglewood, California 90301 6) Pavement Rehabilitation Study and Maintenance Program for Thirteen City Streets within Long Beach, California City of Long Beach 333 West Ocean Boulevard Long Beach, California 90802 7) Pavement Rehabilitation Study and Recommendations for Fourteen and one-half Lane Miles of City Streets within Newport Beach, California City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92663 LaBelle • Marvin 8) Engineered Pave; ,t Rehabilitation Investig Lon of Harbor Boulevard (19th Street to Baker Street) within the City of Costa Mesa, California City of Costa Mesa Post Office Box 1200 Costa Mesa, California 92626 9) Pre and Post Evaluation with Monitoring of Pavement Test Section Response to Various Engineering Fabric/Asphalt Contrete Overlay Rehabilitation Techniques (Malvern Avenue) within the City of Buena Park, California Owens Corning Fiberglas Technical Center Granville, Ohio 43023 10) Pavement Evaluation for Overlay Requirements - For Scheduled 1981 and 1984 Roadway Maintenance Projects within the City of Garden Grove, California City of Garden Grove 13802 Newhope Street Garden Grove, California 92643 11) Tellite Business Properties: Parking Lot Evaluation of Facilities for Rehabilitation Based on Projected Traffic Use (Four Sites within Los Angeles County) Julius Lefkowitz Company 9171 Wilshire Boulevard Suite 420 Beverly Hills, California 90210 12) On Going Pavement Deflection Testing and Engineering Recommendations for Rehabilitation of Selected Streets within the City of Riverside, California City of Riverside 3900 Main Street Riverside, California - 13) Airport - Aircraft Parking Pads : Survey, Testing, Design, Plans, Specifications, and Construction Control, at the John Wayne Airport, Orange County, California County of Orange/GSA Architect/Engineer Division 628 North Sycamore Street Santa Ana, California 92701 14) Engineering Report of Maintenance Prioritization by Pavement Deflection of Fifty Selected Streets within Orange County, California County of Orange/EMA 400 Civic Center Drive West Santa Ana, California 92701 Laallelle • Marvin 15) Pavement Testing, Engineering Analysis and Rehabilitation Recommendations for Selected Streets, within Daly City, California City of Daly City Department of Public Works Sullivan Avenue and 90th Street Daly City, California 94015 16) Pavement Structural Section Evaluation for, Rehabilitation and Re-design of Lincoln Avenue (Four Mile Section) within the City of Anaheim, California City of Anaheim Engineering Division Post Office Box 3222 Anaheim, California 92803 17) Pavement Deflection Testing and Overlay Requirements of Various Streets for Maintenance Programs within the City of Anaheim, California City of Anaheim Maintenance Department 200 South Anaheim Boulevard Third Floor Anaheim, California 92805 18) Pavement Skid Resistance Testing and Expert Witness Evaluation of Interstate 15 (MP 31.54) for Shaefer vs. The State of Nevada, et al. Las Vegas, Nevada Attorney Chris Beecroft 1701 West Charleston Boulevard Suite 100 Las Vegas, Nevada 89102 19) Deepspace Communications Center: Pavement Engineering Analysis and Evaluation of Runway Extension Strength for Aircraft Use, Fort Irwin, California Jet Propulsion Laboratories 4800 Oak Grove Drive Pasadena, California 91109 20) Sampling and Laboratory Evaluation of Pavements for Feasibility and Application Rate of Reclamite for Heater-Remixing in Southern California G.J. Payne Company 3401 Castor Santa Ana, California 92704 Laltelle • Marvin 21) Pavement Deflect i Survey for City Evaluatj of Strength Characteristics Maintenance Prioritizati___ within the City of San Buenaventura, California City of San Buenaventura Post Office Box 9,9 Ventura, California 22) Pavement Deflection Survey for County Evaluation of Strength Characteristics for Maintenance Prioritization, Ventura County, California County of Ventura Public Works Department 800 South Victoria Avenue Ventura, California 93009 23) Tract 9066 and 9272: Post Construction Investigation of Streets for Construction Conformance and Strength Characteristics within the City of San Clemente, California Daon Corporation Post Office Box 1710 Costa Mesa, California 92626 24) In-depth Testing and Engineering Evaluation to Optimize Asphalt Concrete Materials Produced by Granite Construction Company, Bakersfield, California Granite Construction Post Office Box 5127 Bakersfield, California 93307 25) Field Control and Laboratory Testing for Lime Treatment of Various County Streets, Orange County, California County of Orange/EMA 1152 East Fruit Street Santa Ana, California 92701 26) Pavement Deflection Testing for County Evaluation of Roadway Strength for Maintenance Programming, within Orange County, California County of Orange Road Department 1152 East Fruit Street Santa Ana, California 27) Pavement Deflection Testing and Evaluation for Overlay Requirements and Maintenance Prioritization (1976, 1977, 1979 and 1982) within Multnomah County, Oregon Multnomah County Department of Environmental Sciences 9659 N.E. Hancock Drive Portland, Oregon 97220 LaBelle ' • Marvin 28) Priest River Hig y: Pavement Testing and nputer Interpretation of Pavement Stre__, ,h and Overlay Requirement Priest River, Idaho Federal Highway Administration Attention: Harry Ludowise 610 East Fifth Street Vancouver, Washington 98661 29) North Irvine Assessment District: Asphalt Concrete Specification Conformance and In-place Structural Strength Measurement, Irvine, California Blue Diamond Materials 3000 East South Street Long Beach, California 90805 30) Park Plaza II: Surveying, Plans and Specifications for Parking Lot Re-design and Construction Administration, Santa Ana, California Lawrence Rosenthal 666 Fifth Avenue New York, New York 10103 31) Comprehensive Pavement Analysis, Overall Street Ranking and Prioritization for Five Year Maintenance and Design Expenditures (City Project No. 82-31) City of Palm Springs Engineering Department Post Office Box 1786 Palm Springs, California 92263 32) Various Asphalt Concrete Mix Designs for Drum Drier Plant Initiation Blair Paving 4071 East La Palma Suite B Anaheim, California 92807 33) Pre and Post Pavement Investigation of the Possible Destructive Effect of the Haul of Heavy Transformers Along a Portion of Villa Park Road, City of Villa Park, California Almas International 13105 Lakeland Road Santa Fe Springs, California 90670 34) Investigation of the Structural Capability of Runway 19L at the John Wayne Airport to Support Various Aircraft Loads County of Orange/GSA Architect/Engineer Division 628 North Sycamore Street Santa Ana, California 92701 LaBelle • Marvin 35) Pavement Deflect 1 and Materials Study of ( rry Avenue and Various Select 5.._.:ets within the City of Sal Hill Robert Bein/William Frost Associates 1401 Quail Street Newport Beach, California 92663 36) Testing, Evaluation and Recommendations, Design and Construction Inspection for Phase I and Phase II Roadway Repairs at Leisure World, Laguna Hills, California Proffessional Community Management Post Office Box 2220 Laguna Hills, Californa 92653 37) Deflection Testing and Evaluation of Runway, 19R, Various Taxiways and Other Pavements at the John Wayne Airport County of Orange/GSA Architect Engineer Division 628 North Sycamore Street Santa Ana, California 92701 38) An Asphalt Concrete Mix Design for Pavement Overlay of Runway 19-L at the John Wayne Airport, Orange County, California County of Orange/GSA Architect Engineer Division 628 North Sycamore Street Santa Ana, California 92701 39) Investigation of Runway/Taxiway Structural Support Characteristics for Various Aircraft Types at the Paso Robles and Visalia Airports J.H. Kleinfelder and Associates 1975 'E' Street Fresno, California 93706-2077 40) Asphalt Concrete Feasibility and Mix Design Study and Mix Design Study for Use of Re-cycled Asphalt Concrete in Pavements Blair Paving 4071 East La Palma Avenue Suite B Anaheim, California 92807 LaBelle • Marvin FAU, OCUTT OR AHFP PARTIAL LISTING OF DEFLECTION AND MATERIALS STUDIES FOR SPECIAL FUNDING CITY OF ANAHEIM Cerritos Avenue - Euclid Avenue to 1, 300 ' East Orange Avenue - Western Avenue to Knott Street La Palma Avenue - East Street to Anaheim Boulevard CITY OF BURBANK Hollywood Way - Alameda Avenue to Clark Avenue CITY OF CARSON Sepulveda Boulevard - Alameda Street to UPRR Tracks CITY EL MONTE Ramona Boulevard - Santa Anita Avenue to East City Limits Valley Boulevard - East City Limits to West City Limits Peck Road - Ramona Boulevard to North City Limits CITY OF HAWIIAN GARDENS Carson Street - Pioneer Boulevard to Bloomfield Avenue Pioneer Boulevard - Carson Street South to Freeway Off-Ramp CITY OF LA PALMA Moody Street - Sharon Drive to Orangethorpe Avenue Moody Street - Crescent Avenue to La Luna Drive Orangethorpe Avenue - Moody to 91 Freeway Valley View Street - Thelma Avenue to San Ysidro Walker Street - Crescent Avenue to Orangethorpe Avenue CITY OF LOS ALAMITOS Bloomfield Street - Cerritos to San Bonito Katella Avenue - Cherry to Kaytor Katella Avenue - Lexington to Ticonderoga Datella Avenue - Sibony to Walker CITY OF PICO RIVERA Washington Boulevard - East City Limits to West City Limits Slauson Avenue - East City Limits' to West City Limits CITY OF POMONA Ganesha Boulevard - I-10 to McKinley Avenue CITY OF RANCHO CUCAMONGA Archibald Avenue - Fourth to Baseline CITY OF SANTA ANA Fairview Street - Warner Avenue to Sunflower Avenue Fairview Street - Edinger Avenue to First Street Fairview Street - Trask to North City Limits Main Street - Dyer Road to South City Limits Main Street - Owens Drive to Garden Grove Freeway Bristol Street - Warner Avenue to Memory Lane CITY OF SANTA MONICA Colorado Avenue - Cloverfield Boulevard to Fourteenth Street CITY OF SOUTH GATE Long' Beach Boulevard - Santa Ana Street to Tweedy Boulevard CITY OF WESTMINSTER Bolsa Chica Road - Rancho Road to Westminster Avenue Springdale Street - South City Limits to Garden Grove Freeway Lallelle • Marvin Pavement Evaluations Performed on Caltrans Maintained Roadways 1) Interstate 15, On/Off Ramps at Stoddard Wells Road, near Victorville, California. Charles R. Ault Civil Engineers 10546 Bechler River Avenue • Fountain Valley, CA 92708 Mr. Charles Ault (714) 963-9978 2) Laguna Canyon Road, from 3,630 feet North of El Toro Road to 19,100 feet North of El Toro Road, County of Orange, California Geosoils, Inc. 1446 East Chestnut Santa Ana, CA 92701 Mr. Al Kleist (714) 647-0277 3) Pacific Coast Highway, from Bayside Drive to Jamboree Road, Southbound Lanes Only, within the City of Newport Beach, California ASL Consulting Engineers 2540 Redhill Avenue, Suite C Santa Ana, CA 92705-5542 Mr. Bill Bennett (714) 250-5525 4) Pacific Coast Highway, from Beach Boulevard to Golden West Street, within the City of Huntington Beach, California. Don Greek & Associates 2428 No. Grand Avenue, Suite L Santa Ana, CA 92701 Mr. G.J. Lindquist (714) 744-0802 5) Pacific Coast Highway, from Newport Boulevard to Highland Avenue, and portions of the Newport Boulevard Interchange, within the City of Newport Beach, California. R.B.F. P.O. Box 19739 Newport Beach, CA 92713-9739 Mr. Gary Miller (714) 472-3505 Lailelle • Marvin VI. CLIENT REFERENCES COUNTY OF ORANGE CITY OF RIVERSIDE Ms . Shirli Allen/Mr. Dick Smith Mr. George Kamrath GSA/Architect & Engineer Division 3900 Main Street 628 North Sycamore Street Riverside, CA 92522 Santa Ana, CA 92701 (714) 787-7516 (714) 834-6641 CITY OF SIGNAL HILL CITY OF LA HABRA Mr. Jim Biery Mr. Bob Buonodono Director of Public Works Civic Center 2175 Cherry Avenue P.O. Box 337 Signal Hill, CA 90806 La Habra, CA 90631 (213) 426-7333 (714) 526-2227 PROFESSIONAL COMMUNITY MULTNOMAH COUNTY, OREGON MANAGEMENT Mr. Tor Lyshaug Mr. Joe Noutary Director of Public Works P.O. Box 2220 9659 N.E. Hancock Drive Laguna Hills, CA 92653 Portland, Oregon 97220 (714) 951-2255 (503) 253-7595 CITY OF TUSTIN WILLDAN ASSOCIATES Mr. Dale Wick Mr. Gary Dysart 300 Centennial Way - 1020 South Anaheim Boulevard Tustin, CA 92680 Suite 300 (714) 544-8890 Anaheim, CA 92805 (714) 774-5740 BERRYMAN & STEPHENSON, INC. Mr. Robert Sandwick CITY OF PALM SPRINGS 4220 Long Beach Boulevard Engineering Division Suite 265 Mr. Robert L. Mohler Long Beach, CA 90807 P.O. Box 1786 (213) 428-1264 Palm Springs, CA 92263 (619) 323-8253 VILLAGEWAY MANAGEMENT Mr. John Kubas BLAIR PAVING COMPANY P.O. Box 4708 Mr. Ben Day Irvine, CA 92716 4071 E. La Palma (714) 250-1976 Suite B Anaheim, CA 92807 CITY OF IRVINE (714) 730-9070 Mr. Brent Muchow P.O. Box 19576 CITY OF GARDEN GROVE Irvine, CA 92713 Mr. Duane Beaver (714) 660-3600 13802 Newhope Garden Grove, CA 92643 SOUTHERN CALIFORNIA EDISON CO. (714) 638-6841 Mr. Shahen Askari P.O. Box 800 CITY OF SOUTH GATE Rosemead, CA 91170 Mr. Vic Rollinger (818) 572-4316 Engineering Department 8650 California Avenue South Gate, CA 90280 Lallelle • Marvin • iii!i! H _iiillldiliidi!; V '■ _ _ -U , IJjT ra _ Q riiII9!rr: !i1HiHEI- UUUIUUUUUUU....U •mem , r 'l l 'iin• II ----, i _ 11 0 _ q . iiii. jp _II ir, low • .. . 1. ' I- imumesel 1ST MFAM•11-• • ll - - • • MEN IMINE . ■!m . - - - - ~- -URN _!a■ R■N■!!E■M■_mi m•EEE ■IM'Q - - -- -- ■ - - - - ' - - - - - - - - --- -- - - - • =- -■ - ■ ■ ■■ ; ■__ =J_ 111 .1: .0N. ENi EE ti 1. � 2 � � t8 E � > L � ;s 81. k• 1. 8 fl I v ! b e • v ',i • F- `�e sc.t(•r•2o' ka l Q ,� a ; ..F, y $ P . V , o ,[, tt ` + }I .. t h (t c 1 ' v (' y t % CONSTRUCTION BOTH `/ 7. - F d, 1` I ti MAN H ATTAN j 1 r i. • ° 1 N. I k t ."1 `R' 0 a ` jyp '' 1 CONSTRUCT 0[CORAnVE SIDEuAII AND IA OSCMue PER LAAosCAH _ e . AVE a IDNSiRUC 170N►VN:. 2 4 ^ ` . Q = $ P Z Z k �.yir .e.AOIo ry. ,i r+ t S i? •\ 3 AI 1 t 4 V 4 ` 'l ---¢ 1 , : ,. L t N• °( k k 2 CONSTRUCT DPCOMTITE SIDEVALI Alm IAONSCA►(NI PEN UNDRAPE , '._" t�'y� 0 0-srwlrr 70/Ir ♦ n y y v V °k ! k V r•KAIYX XI Ale [ORSIRUCIIOR►TINS. 35 - _ (+Y it 7♦ ♦ r` k Apamoprep + \ bf v II t to �4' ,,.S' 4 %1 V ♦ 'vA`�'WAD S CONSIWCT DICONATITt CfosUBLA PIN LARDSC PE CONSTRUCTION II A�' '. Fr' 11t ♦ f�+t /LS' tii�` b� k Q ° t ��� ' ` z. 1 11�N I A PLANS. r • �_ l� r7'°x b�Q tb 2' Y b ', S� N./ S 11 15 ♦ ♦ ♦ 1° ♦ / CONSTRUCT!ARIAOIE 1NICR1lfSS A.C.SI MUT IA I')►EO i p / 4 8 �' .J ti (�7 r •ry tti • f�'N� 1 u I• 1 i ? -ad !-•!iII _-1/_ `il -_ - b_ y --� - N� ' ti +° ` L: / T r` ``P° ,NP:Jli TYPICAL s(cnoNs oN MET Cl. •� ! -�- �A - WIN _ �`� A Al i N•NOM�w OOt•.t•NOII-t f WNSIRKT 7'A,C,/0•A.S.PER TYPICAL S ITORS Om f7[Et CI. w 'y I talEr i`='��! t•^�-""r' '�'v, -"�'f==�' • { r 1 _ N. �� s!e i (1R��lAt+ ,wV �M1� o•. • common TYRE A-A Coo AND CUTTER PER ITO. PLAN ED•01, _ �l IM* -) r �'✓ S 111J� `■ O 'p' ,t` - l AMc gra r. f N � � 'Ca0 PLANE P.C. ►AT[IENT rtR MCAT.StC110J�a SILT El... .G�''',•- J C 1eh�NI lyI►grilli `'alb +lf�- ''�,Mr.i } t4•' y// i ` )' ►QJ • .1,� �l:i�IL1Y (A CONSTNIKi I.C.C. CIDSS CUT7ER PIN O[7All Ci♦, = T171 N r rttr I��t NNAtt♦ w>. i /=,Y� E I' - •�a � ON r3► •� �E(/j y t I ,Nt�r �r �rr�r il►}/A `C`•: 1 � �.�Ei�•iM.vyN�N�,y , s•� � � l l ` I Rl: ut� A IR w� vi�i CdISrIIUCr►.C.C. 1m t In INERTIAL OAIRrA,AIM AIM rtt �Gr � G7a $ �. • �- .. �_., r ION'• fi0 ►UR 7f-OI. W .� �I O WI a.a G 0 a • ,y /1 J ;+P�� c - ♦ •---' r -'11 [ONSTAUCi IDCAI D[►R[SSION A0.1 CAS[A►ER I.A.C.►.60. y h �� .�0 I ,I w 0 6 -�� �- R; Nr• \ l t; t- `. p Orc N°,Dtlf. is in iF1 0�_�?r_-�_'-�, 1 __T L • 1. m 4 to a Q1 I yam- L►D'_ : q 11 AEIOCAIE(IA[MDNANT AIm IV►UR1UMi tE►IAO►LN OtTAiI V O Q� ,6}I� /Q /•'Vis'rr/ / I -rrA •e .1. ! 11 i>h►N I� ♦ -n [TACT LOCATION slrllL It OET[RNIIIEO IA TN TILID K/M p - RI .r.9.30ATM t•S \O♦ e'^'I'LNps4 r ©,_- y,,I bi. �w,r 0 / 10 ' °L► .110i -rt.. M3�'� LNEINEIR. , r ^ 1' o (\\I;)1 7 - c.+7rr J � ,N +H. t 0 t0' AEIOGI[ NAM INETIA PIN UClAil ® (CASE 1! + Y K _►' OHO_ 1} i w i3.As �Ar W w.Nr N° _'. 4 I MAIAKJ-- --_ y ? ,.Jww,. .'f-it'/__ ' /€ w a RELOGn WW1 Pink►[R OLTAII- fCA#'fl). t r,Orl c t Tytl' • O� ' O QO D°♦1 ♦c` • r tT tORfTAVCT/ARIWAt DRAIN PO. E/[A s�6►w WON(ust i[) � 1 ��,0 _ .F°, b'1 1 h�m� ,Q G 4 4ti t{ 1. (i /y[ MTN 2r 1 24'MUD IRICT D[SICN[D FOR TRAFFIC mom. APPROXw lR�Fir m`er•Oa{{eI.' >_<< 0� ®O O. G- O �.�y ©�" ? e y�/'��L�;,�� [�{yM✓� ' : ' :it,� 1/ .I /SO ADJUSII0*111 ION TE 7TO CMD[Wlr SImrN w►w. _ '�N Ai:�l11A k� ►i'>,nEEi7 '••``▪ 0�: l ',�CC �:1!r�\ +\ ` ! '" 1.?3 Awusr N.RNOIE To cNAOE. J �' ` tt_r rlA -�"~ !� vS �, • : p 7 ,qIN[tIS11Ai II►ROYERN73 AS OIREC7[0 ti 1ME f11qAEER. '[� ni `, 7RI I Or ml1�.�1 /�' :. r�r o, ;1 • ''' i4.11114411 '/C F. .,„,„...,-.....t..._,---,„,,,,,... [,, 1��0 �v-�� `� T: 1/ �yy '��V wiuiE li`ii71101A0 NADIR f1arALR•DRAIN PIP(ma e4p 4 t) w '� , 1 ? 1/"f/1/ , © .► n DIr/��i�n1Ry �'g l.i i�l:�'Si! J3� 0� v ♦ V'• ` t �; -� ► ► 00I. I ��r� '�� OJOINVUM 11114 UG ROOT i I IN on[RiLN01ROIR f1eEAAlK to ' `i A/, C }}, ♦ j it C ` 1 ♦ " i1_• , oYllEr tNRWa CVRO III DETAIL n . F'•` , �l �_ lj �{t� `' F/ `I k ,t/ `` A • A •' ' t'�J 3 !"• 1 R'oNo�% 0(.,,, DrTT♦ 4, 1� �'' I ItR, �4l A[►IACL MIT NONUNINTA11ON PER CITT 0/tr1mNTTAl1 UCACII I< $'N .N 8 $ 8 f at • (l M l .'v U V '° .° `%/' tb • ' ``,et.'' } I a' ,tiPi� °' �2 sio. No. st-1. O ti $ •� ^ " i ° `•y .I i '� F i A •� yR [y1 IL CONSTRUCT /•IDICR SIDEWALK PER DETAIL (i) .•..10111 • k pr �,0 4 , I $ o 3 8 g $ { 8 i MISTING SIDEwoLt AS 014CIT0 AT TIC ENK EN. • t • ii �. ,, 22 • ti N t♦ $ C ' -._J.`A'N� '� 13 CONSTRUCT ATILIIT CROSSING AS SKIRT ON Val Cl/. CROSSINGS ° • P. i �, " ti ; " e • SNAI[ at PINTCOAS UCI[0 II C A87.. C[Pill lit A[OIIIERIItf { Z a NNE rtR[NT Irtwn cowART, � � t , ;,1 Ill ` • Q � 0 ° � at tt� C it� r � !+ � i : ` a ! P t, � � � k� 111 ` tkk ok k a • yr ' I' c1' N LE. , 0p ° ; pt • 1 • C8 \ W \ 4 \ti � \ ki ° ° \ V �fJ t. % � ° ,, k. c. t, k, %� J %Ion k, Z EEC, k k k k ° '"° ° ° • ` ��ti \ ° 4� MO1Et • AT All CURS RfIURN LOCATIONS, u A. ` CITY OF MANHATTAN ENGINEERING BEACHN CURVE DATA A(1p0A13 TAT (ORIRA(TDR SNAIL CONSTRUCT NO. RADIUS DELTA LENGTH 7ANOCMT I- 0(IR(SSCD CURDS PER LANOSU►[ _ RI"Nip.0 PLAN AND PROFILE axon [IISTINC P.C.C. AN0/011 D[CORATITF S1 IITIt, DRIT[rA1S, LE6ENo IDN1T"4[TIDN PLANS. MANHATTAN AVENUE 2.00 IS-00-00 01 O.q CURE, WTi[R,A.C. MI[IERT, SIGNS• PARKING si Mi[0.5, STRUT ~ 5.00 I4-00-00 �.P3 2 07 • FURNITUR[, SIGNALS. SIGNAL [QUIPPIIT, SIGNAL AND STREET IIWi (��'`AryF •0'I ION 7d7 10.00 00-00-00 11.71 10 00 /,[-(,FOUNDALIONS, UNOSCA►[ MUCUS. AND APPURTENANCES AS • ASL Consulting Engineers o�.o'"' !f�' �'A�A 7 N7 STA. 14 t 50.00 TO STA.20+00.00. 25 00 11-Of-bO 30 IS 21.I8 R(WIN[D TO[ONSTAUCT THE PROPOSED IN►ROT[N[NTS, ��/•�+r�A'�fa��• .s.uw inv��. 26.00 f1-62-20 40 OD 26 03 ♦ 7 1 r(Iar[ FIR( IMPART AND►1►LNG AS MEMO iT INC [NGIN[(A� 1 / r, 2/.00 01-55-37 b.36 )t CI 1 LOAM AND RELOCATE 4t1Ll TT POLE (R OTM(AD), FT' �1.1I T l RN7t "`•"'A •�~w~ i 2 00 75-10-17 2 bb 1.48 { II; STREET (lOOT►all ANO/IiTUI( I11 OTHERS). /KwCiAd UAvlAv.}(w' RN ew�m,vn «..u..r rrT" =21.00 OS-SS-bI 30 03 22 N • RE 0101 11151INi w/[[f[RriC[AND R[►UC[TO NNE III METER .nwr t ...... T ►VQIAfAN t 2 00 I43-02-02 4,9/ 5.90 LOUT1011, s•.uu w P-603 A 00 135-00-00 4.71 4 /S j 7'/l//'.v�rtro.R�[ JKr/AW Rtt0,1DN+ T Wt1tN N. Aw ,_ a •e ro rn puwN N• _Sc y„ 1-,to' 1+9 III • •WA WA 7 M - nm 15 r 117 - ---- ,i--- f- t ✓O/.'/ b 8i f "4'1/OP, '. I - de � , , n �I i IN i L MANHATTAN AVE . ti o p wro c/te ti -AZ"' ��14— t ` `o I. bt. f ` js.. Kss'''' T h• J `\1 �y \\ • • d r /f• .1"-) ,� T / 1 1 R/.d `� i J �l \\\,\ L J • r• �� In • IA v Ilmimmi V y- I`"4 rr' „ te' a Df' t Q — �i I I Olf VMS MN N ii C \\! v // i7j //�7\X\-\\\:\--- i I • C 11 w Re c1eiJ iota l 4.1 4./T' a' IL 7 o IL. \ p . SCALE I'•20' �' ( . r 1 . se I. REO ` « MANHATTAN LN AVE. ,� tI0 L rx t AP wevetfe Tw/it • '-Z/CEP ' OlTI/L ID oETAIL f/ s.reev b bb �✓we Cv4e ° ti p a V I. kNI ♦ ram, s. • i fr %l 4 \\\ rn N \\ , ° \\\\\\ \\\,.....S\ \\\ L _L I. A J ` ta . II I)1 0 CS ,IL, so' —: Dr' t0 n _______I Da' -i Jr' `1 I o,TIJL Liz_ A �t [�_ OCTI(/L 2, -1 r>s+rra/L 22 C1 c 0 —O Df' re ' ram MJ 41 0 hk't\\\\' \NT' \ a • (\J Jro n (...._.L :::\\\ *a c J N V _ 1 v° 2 ° m o- J 1ff�) m J • 1U VF tiT F-- i ♦ t ? .--A/ e 0 Titry. IZ '2Rii1t" c�ia = * ♦ LCO recce, eu,re V W 2 F— H C27 CITY OF MANHATTAN BEACH 7...44(1.4111114(11C ' PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION - SCALE I'•20' "`"'"_"' STRIPING PLAN MANHATTAN AVENUE ASL Consulting Engineers °•S•1}'• r,,,1.r•,.,/. gSTA. 10+00.00 TO STA, 19+50.00 I o t . vwM ill IA1•.1 01, bfir]/} l yl. La•/—..cT[' wf Ti.ev re , .,.. ..,r. - t•.f a Lr • P,.•L .nnt+cn _ p(p,pr,TD.. 3r 640,T(1.. R.K (L4a ••"O ' ._ P—803 .� 34. 117 I TYP.WALK PAVEMENT O it SEE ENLARGEMENT Z _ ~ I I ' �• MAN HAT TAN I:11,I _.:1 �n AVE.i ,y l. . Tice - D1�.• .I - ,k• t lfi.`y` It\012� \ �4 1i 1 q1 , bD�.� ` hhy 11 �� ��/� C y'r� •,61 Ib. �� �, r. b� (• t+j , A/,/,tti�� / ,2%,�,{� /b ' ', . /�1 %, 1 ,, L Y1 bbq e, klbb,b D y� ./1_'C \bt k'^^ 1.- W.L.- V e/•',•�•\ 4y _.- •' b08.9 D,b1/ 4•� 1 1�� JI ( l T •%/ l i b 1� 1 ° t l f! D 4 / 2% 1 •, 0,1 yY �/. y/ •1 ar r k" kb b • `21.: IiL"rrelii=lig, ` ---- • •III�L -- 1 1-c' -c• " k'''-. lEnt - �.44— - x' :- -47 -. ' ' O �•t 1, w.T.�frainl��l'��� :c� [I1'1�=a\—- af1{tokirl I w.,J. �■ )•A7i ':=f1•{ ' �r��f • I�tifl m _ • 1 1 1. l J _ _l II w f lir ' . II -- _ • °III 0 ,-,bb j, 1 e I: 1;� • . - I I!,,,I , - 6 0 si 1 Q.1 I I I• ! . 1 0 I- ® O 0 M —� o ,1. t ' ® ,,..,,'Mib I � w O _ O D O in \• ki% b,P•_ r agek° . iLW7 f10IIIIIV MIMI=CIT►• 4e .1tMI 1Ctfft��o>r t� �ff/]>•616ILN ; ' ,� i I`✓ ,t�tty1 .ii� ils si 'tj l'' I I M_iI aN I; f /I Ai .Y: , . , :I) '-- i_ e•-- f�/ �rnr•ll �= _ 4 ` F f''DJt,- 'sPy -- - . .Lf / (I ,^ C • ,bse 1•% \t \°t1 k/�" '�I 1 l'V t1: t� s _ ° FOR LANDSCAPE CONSTRUCTION NOTES t W• t ' �' : 6 I I I j A- * + ++ & SYMBOLS LEGEND SE6 SHEET L-1O _ • - - I In m t IT' TYP.WALK PAVEMENT 1 z Z•'' W W SEE ENLARGEMENT 1 UJ I cr IL S CALE'1••20' D0 Li- cA TYP.WALK PAVEMENT dab j F- • • SEE ENLARGEMENT ® ~ 0 I f O 0 0 O > fn N r Cr) 1, f, t W 0 0 Q � m MANHATTAN - '�'" " AVE q 81 :` j15_ `fl elh, ul I, ?Y `fDe s'� , b", ` 11 I I -� •y '�I •\b11�' °�Ow 4 �I t�� �I ® 4I♦ m W > ' t� y.— b i�i 12,�b ,D�: 2 t`'� °' 11 I 3DV , h b% �, t i/y'- )'•1 Z to - 1 '.. • y tk'• bh�b i 1 bh`'1 I b \ y'.�- - k b k/ l%L 1'i�'C'' D 1 Q �� I L L _ 4 Ih a! k 4- DSS ° 1/ ',t r i,Y P,1. 1/11/D YD D G ♦ :- fir I• 4,� '- W.L_L. �, ,Y b k L/k 1 ,�b ...I ,. , I • 1... 1<b� :� !_ .� .\6 0 '�.uv1r� :_� - f�_ 1.7. / ® y_ �I �, __ �ppQ�.-y- f ammi __ i j�,ir, _ Q 111 ,✓ 1 1---1 - -- 1=" 1— •�T - __� �1! �S'A>tL-.L►III r� �—-�- 1�1{`�Allil9 ',9 1 _ F.. if�il ■■ I o Z ►- > III i 4 1 7 :• • • N[•,— �I�iit�1� -^\ {!Cl '�R1C�'81� ¢ 2 •MM•�•or w r��. /o r' w•1rNr •+• kiL . ' • 1��1• •rM� �rv-1 V�rer ls�� �.r�r�1 _ I (n 1lini, W � • II o m c N 0 ` a ' o 1' o o o �.�m• ;,�*t , • m k1�,.\t o a o y CO 2 N �' �jq[)� I II n C r O '0 rl�y \k �� 1 '0 o o 'rI I T. o :9 • / Q k ,' ♦ O 19 I el ©� 0 0 10Y� Dtb,/ Q • I ` V 1 9 b k --_ l�1 I - 0 V 3- 4 . - -• -- ' ,.`--.4 --c vs is .1 -• -01--- d 1 -- I 'Y- 1 _ •— f- Oj ` ® © 1 I 1 „ 1 / gal0 0 1 O '• �o I o O O O I a tu�` t w I © p,+` ' � SEE ENLARGEMENT �� W II��iii ' - - v ,�_ . ® ,r4''o a S �, ; '� a o —�°5q C • =4 = - Z • J . ...����•��NIO�W� i•�w ti»M 1,1•._., ' \. Ma•.•� ���� �1•fll•I�Ol•n� �RR!f]P�[]ff-' 2 l + ���? _ �� _ _ 4, .T.�,°.a 1 ,,' ((�� kD •k;rwNEM�i si®�ir�wl 1.1 a ��, ' eJ V' -- c �, I -- I —�- .L.11 - �_ = a_ j•. - - 1-- 3- =T l"• .07117 -..I h o` 3`• W. L' -.. ^ T 1W" L.L. �.t•r-• i! •ter— bt� ,bi'�1, L- 1 \n°:�\I� p ' %/he}i` ,hs'1t'/ f 61'l �'/,/ 4/'. /17—, ;I ✓"4 0, �, ''NO. N 1 a t0 / j--- ..�- 1 k,1� 1^I,D ,t/1tc' 1 •,\Yc. ,k qV1 / `s;� (i O p1t` 0' s,' �� o u _� N ^ a ,;8 0 _ ,r: f' IP n t IP 8P d1 WFL.L� M .� 0 O d` • _ • 1 •. • . I + • 4 6` c r �• ¢' Lc. �` _ 19 dl N a W +a .:. w tat w w iv t1 cr 0 w p CITY OF MANHATTAN BEACH SKEET fii1RTEENYH ST. • I- TYP.ALLEY CROSSWALK 'TWELFTH et:a. TYP.WALK PAVEMENT MANHATTAN AVE. • ' t MANHATTAN AVE. PUBLIC WORKS DEPARTMENT.ENGINEERING D910N L-4' I. SEE ENLARGEMENT40, = SEE ENLARGEMENT ® irk SEE ENLARGEMENT M SCALE I'•20' I- SEE ENLARGEMENT """�" LANDSCAPE CONSTRUCTION PLAN MANHATTAN AVENUE ASL Consulting �~ """ "" A•,Engineers P•' " ' - STA. 10+00.00 TO STA. 19+50.00 ERIKSSON • PETERS • TI-IOMS •••"••-• ID•'•^'^' ••�•••� •- , LANI SC E ARCI IITECTUItE 414"-04 •'ay.nD - rn 'clbl�or Za ! ? J Gutc.4+- Rya. 17367 •Vu•71I •-`•1••• • 121.BAST 1.1 Z It1.l.T 1•AKAnE.NA.(-AL.1r•II.NIA DI POD ••1• 11111u Tiff 2 121.11,WI.1.•M D•••oN D It_ 1],.S_ MPID•. JFLC .r.., •".1 �•• P-803 _D„•.Nn S.B B. wn 9 87 I•120' lu.le 7,r- wn 65 . 117 rL G+90 F L .1•� �''GF e I lil-:a'/a !u, 1.4 p'7 TW Tf r,•FL Lf.62 I CST �`cf q 01 �y rz rca.e4 To GA•.G7 r,•rt.O.ro Tr: rol• -n :1.14 FS�fL b7.o% T PL G�.'L, I-, ►c GZ 70 rc Gt 75 Fs 1A r'.T -s CAI -� r-�L v�`I ycf I r�F 11 • • 5 dl 11/ 9_ ^5 r� 13 y 1 rnEl,;.} I S-FLS°• /Q ^5 G? �3 1 F- /VEp G� 0 15..i..\ p .H __r , ri ra.'k F ::..,..!! /i 11 .10h / • • 464... ` -'.,i ILP:t\ O '� 1.6 © "' iii'p F-� . - , ' 'Ili ` ®1 �� O N. ISM _�, e 1 I • ,-; • o- :•.I:I:: i E'' 1 M.��i i (+i . ;u:: V., I)/1 lie 1 1�� a'I1 _ _y. -- 8 $ -ItO 1_ ititl:SEEiliif'ri'.. l j 1 _ 1 + l i ;:i ,,�� 1 �• 1 1 1 ,... 1 �y�--� � _ T 1 "WI ilj}It... I'.... r i� �' ri {�III��'...., F'1�'�1� % • i 2J r Q . F. ` { n ��. / ''� 1 i��� 4 I E _ AI:aL tr.W l Q��PAC \ FT (l iN • Y © PA D .10 'n W.10 ' ® 4 i , pL 5�3z ricFr - -0 PA I in t k L7 s4 _'/,' •• t TN(o5 G1 V')__ 4 5943 1 PA rG'GFPA ,I 1 I•s G1.57 a. 5 G1 57 ,I G9 oA ■ � I -=1\ IZ(a3.G7 'I�,CID �1C ' 1 i �. - --.1 b - ITN 67 ,�r-� I - '� ..I TWGi. IM `'. r i . _ TN G71b- _ f / O .-�. 1'ri O�+ rt fi+-\ , 'fL� VoF -7tr. a%�� , r) • 1 II - Cra r,rLG9.7� [ j l a¢r M•FLbs.)t �' ® 1 �Ib' n r.n. c .... 1 111, \ �` Fy9i�•42 Mi ,, ❑L Q Uv i!�!�i '• TA �j.G3 7G .. '- �- I L r.��74 r�rj.E9 "j , '�01 �?fi L=-F __ !' `, T,v G?Jo ._ G'cF j I Ili _ Co. - .Y- F G'GF �. I _c I,h/I d ' ;i I. .1 �5�9 a�i ��Vll �r -,t, la FL (1L} i ))))Ij'j++(({{1111ff 11 E7' © _O°C� F FL I i}I �:II}:} • fs'LF v 31 :M� i f'!ii I ©a I'Itf (' I- I I I ' �� 5r�2 r ♦ TW i I III, �,, I 6'G 4� ! :111 IINMrrr •••c s. I. I • Ili,I IL 4 I I I�1 --- [ j h/ �T' I`�I� Q MANHATTAN AVE I} • MANHATTAN AVE �llii F } Jii lAANHATTAN AVE. 0 l I. r r� ft 58• o -„ 7 - - I ' I}ii}:i © IMANHF-I'T N AViy s� __--t- - l! -- -- ..��:,1_ - - /y k I _ { 4b -. : gi I I JrL UI '',•t -•+G7 Po 12 1\ !III. I GL SG G7 QI ll 4 n\ :I III1 rr:: °r 7+J sra.As 1Al a. t.II-,Ilt I mci D -,s il. - Ty.( 1'Lcl t1 ';Lc^ , l 11 ccr r5•fit_ \ TG 57.17 V A 567°/ f]V TM 58.17 IN G2 or/ I 'iI?: - --. TNG2.97 r•cr IIIJj, •r r5 .vl cD / c cp •\\ '; , o'cF r�•FL 5>l.01 \ I•i f dcF.�:PL �7.•)7 O.GFP.'rl G2_21 - -iii - 0 cr ,s•FLLL 70 itl:� I \ Ill is `iG.N� L 5/.75 �/� .v 56.79 • t Y 111 1-UL b :ay. .2 19 ---- ,.1"i, l}i F5ul •la - c':F • U if 77Fo \-‘5• 7.0,• Fri v,�.12 I i. 1 .9/ F"G� 'S19�• • b' L • c�.!� ` � LI I I r <<I 2z -- -,7� T . v�s7 Is I FL.E D ® - !r 4_ A® TW 68.7'? Lrr1�L = ii' } I © I f1 aI.D� O�' r--,o��. ��? 31 \� r �r• ,1 5G.�5 ali� � ! ( 1 hS 50.ob F••'G2 �D ri 1 _ 4TM G7 �7. c2 l .______I --- • \ oc �}"}' II j .e'w5c.221 6 t p• 1p• p/PA � \I iI i P` � �� © ' G2 G dik 0 e ♦ \\ ' ( t---),Cr `! � F�S��Q "!�� cF C� '. ii� o ,• -1 �• 1 27(Is 1 , 1 Zit •_ iG'� . �� ���1 " 'III//J� ' r i1L�IRcit-Ig . 1', � 6 `„f _ •n Tc s7.1' t a 10 ty ` I 1 i5 I • , :r. 7• 15 I ni ¶ "1i! J\TO i j7--- Fs l.l, 1 Ri `� �L)/ I.1 I V I ` iGGs�7 . ' , .�!a i�i 411�L P.' i / ; 9 15 1- II ■ MI , q 1 ''f� 71 I I, I I ? Irs r/i sd 9 ;Is y 1 I �� I S-t s i'iilt?:. IIi:jj:I?}1 �// 4' = r r I ' S�TL I�l�11��-=ao .r Go Or t ='/ i � /' 1 1 6 4123 y /,! I Tysl ci \\ A t. r9�Q r �p�J" EilirMt° I I PC) S I I 1•� 0 ® ,_ r .dzrr9•FLGI.IG-•.�-'.«1- _ _.i GI. • ly � un•r�a.ao ��.... i L.L. ® I i /e1 a+ ,��-- I cv I 1 pro 1% FS 5].r5" r+s 58.25 I •tI 0. 0 I I rs 50 2t rqe.� 0 I P V I Vrt, d I rs LI (,o '•s 57 7 0 1 F?- r• 41 I Ul I h 6,2 95 r n + p•Gr 9�• �♦ ej.ri' • 1 G'.;F 9-� I .tl 0' I'I r5 G2. 5 , r + c + °-U \ -iv G2 24 -:v 5 00 `FI sv oe + vER. V_R. I 1- � VI'� Il I)i21 1 °`.G�1i I J ti ya I I'•IO'R �'GF ,-d'e/c %-d"Y,f • I!)•lovz'' FL ro.7U J II'•Icyz' 1,7••r Pd37ln 7 .41 7' r„1 G,,6r AM • M NorE FOR ADt7Ir,ONAL INFO THIS INrE >Crla•I gEE isiy 1O THIRTEENjIi ST. & MANHATTAN AVE. O TWELFTH ST. & MANHATTAN ME. 10 ELEVENTH ST.& MANHATTAN AVE. 01 TENTH ST.& MANHATTAN AVE619 NUM NORTH NORTH I+ORttl ' FOR LANDSCAPE CONSTRUCTION NOTES & SYMBOLS LEGEND SEE SHEET. L-1 ' CITY OF MANHATTAN BEACH - eNEE, PUBLIC WORKS DEPARTMENT•ENGINEERING DIVISION L-10 •'"7'D"• INTERSECTION ENLARGEMENTS, '" MANHATTAN AVENUE • ASL Consulting Engineers �7.01.• a'tiOr•'ry'°" �,-�'}r ERIKSSON • PETERS • 'I-IIOms "..Nno. ""'r"'"' '�""-'•u a r iC". '` / Wk.SW1S .mm•rnban -p127 1.Af�I1S('nl'E AKCI11'fl:(:'1'IIRE WIMUCti ,,a„„ ..n Mb I]N I:A�I . :._: V 4e,il -c.RLA. c•nLIP,111\In III u•• .1.R,C rV'b Mr• LL1MS 21•W 121:11 MI.1uW D••b.Dr, LsR5 0.1010•. SCALE ,• 10' N9 ID P-803 D....n- l-IR(RR W'S 6 97 pan 61 117 At la A 16 A•j rl A ?N • }-cn I' S 1' 2 l•1 3 l- I" 4 i MANHATTAN I J, I I �I AVE. • ' ty 1 -�, . . ,_„ ,„,„,,, / . II •+ ,,a, .'R Jo ,toll/ 0 Spy`+'j- t�% :•• P6'�ep% ,o, t-�r e%^r f` Tl• ` r `'4 s t-'f t/'j 1,jr ' r ' / t ' S" I n� t t[" . l e�'ep s� t. W,L.L.' J l i' , eti� t •I �• • l 1• i 'I .• / - a� t6t t!e - '61:L• F.6` ,�°.. -I -- �.' I4F A. �� • _._I` t = -1.� _ _t,',—� � ' _� �' '— • • • l n �tR 1 s •• w1=•.1i __ - - •x ,_v/ e •5 �h !•AYh•• t - f f W I! lillho CD ad _ _ __ �I �`JJ _ 777 {I O >f- ., I, 1`�-- \'i`� 11 -�J fie,/ _ ii [�% \ I I i. I �) `) li 1 O u' / I t% -65 .%'/ 1- I Ir ~ ' SC,Itt 'Y ���i�' I• I pn,tt• w N • 1 u ',° I .�� ',,,1:6 --�s [p I t��t' 1 1 1'd / Z 7•�A=ai- �+ ...��-iC���I�-� 1/ c`` � _�, I/r\ ,Q� f 1�; � Il/t� rL-! -X /�l � o ^o 'er�� liB villa y. �} ��� - - r - �- "• Y °J ■ n/n /r. . Q� 1 6 I . a X yy.'�' 1 I' �� I .Lt,: /i ( i I SI�r yy LL. *�. '•/ L! the`e;7 p'�1/ `' r .L.LI(•/ .l i 1',6% , &+•TE VALVE. a•LL A14 9'10RE - I 1 C•,AT.t._VE Cl'L_ANC. 4 W'I¢Ea F=no l 1 STC+6A-E- 2 6-11 P-e-, C.1-3/4 FZO,-LF--6- =SJM CL`N'Ip011E4 ",..• `+-' Alb A 21, A+ _ Z WO ®© DD W C.A. YAKe. Pu,. An S��G • Z O ,¢ W,RL ACOnn CO..t'-+2-13.E¢•Is' - (\04 W I.LI W" ER 1.-1/I N ALIGN MET /CONC.BF• D IN JIDEWALK I- W P.O.G. FXI4TrG. [i WA-r-- MAIN SCALE 1'•20' D 1 • vER'FY L.Oc.•.-nor+ W/ E^K� F-,N LO A S. /+ [ 1•wec-M19- til -repL. :N-jT..LL "4 ---,ergot_ Box WITNIN-TMte�'coLrETt aa.Nv. Ala A 7b A v4 I Ya•RFJJuLD PR£S5uQE Ci'CX FLO.J f"' O I• 7 it I b II PCEVENTEn w/'Y'2TCAJr- . I• 5 C() I i• 4 I• 3 -I 1 ,° MANHATTAN AND LSsuCEEILGuLATNf, VALVE - ' ' AVE =z (Ili')vERIFY LOCATION W/ EN&1NEEg. __51,1 CONTROLLER 'A' _ J 1 • W • 1 S ' 1 I J ••-lg- ( ^ ' C 20j-E0.i4',CONNE<,T TO IIO lid `� W.Cr. L_----r--- �� b1';/t.,/ tl/ y°// . m • t 4 I _I!; ■ FbwcP• Abalwr- PcoYID�o i'/ Y 1 ILp v , e` �` z ;W 'E �I' s ti s� 6 _�S� •i I = e ,6' .4 tt/ vl i.-y t tt�t1/436. p e�• Q 4i • • / `{ .._ LfLT1w WL SC4TION C7F WOP{t. Vs `�ti 4'/ l , I _ - 'f f e�' I. VII•L L.mom • ,t 6' t et 0-0,..0. `r•,O / s�llfih•■ - vEwri(�rO.oN µ!BF�1r1 Erg. - - �! 6 • I/ -'6D MP '••;t 6,, . ••_ / ,,,7,_,,, • • j 1- to 'Y - _ •e la,= - .� _ -_.-B -_�. i �� c r*Yv _ - �' • au= '��� .d g Ii ZO .. • 1 a•s WW :00/on r_i 1 \ I I - .• N-1! ,X°n ; I ?,. .,? �, I F� (p.;.-- TION.IF In W / �^ �I in I-I 1 '�, 1 l • 4,. I • 6„LATEEN_ SEEo 0 co O FT O t�'F•` / `4L _ _ FnlEeDT DtWA h -- - 14-- I ._ --_. -_ ._/ 16 O - 7. F -. i I l o -- 1e — ■ - -__ -- - OWti e659 .;/ .°, a J. I i I i • tits• • •t• ! - y FOP-. IRRIGATION 1... 0 RN0 . h[ 1 - - -- - [- ttiF ' , �. D I I I • - -'. °; -- :1 z 41�OTES SEES 1rET S-2 _z 411. . 1 ---- ,�--- , Ph , --. 1 L.J „..1 - Lp ir' r(11..I.�JI- (_ / � - —e- o— / H 2. a e �:, .---- --~J sI�y'�7�i�1�, a � a •a t`, • w ti I I`� -_ l _ ''`"si y•_ 3, tz', U . "e' �? 1' t ,,7 16 • 1 t s ._ I 'e, , _� �F. y/ Q Y .0a•� - �F I / L.L. n -ram • •� b", I .L _ GARG V/�LV PULLANo�tj/btn` C,a W.�,L.- �.- • bn ••I ;1, :,' s• 0'11 �1".1' ;2 y.21 / J— - I: L ." •� I \ q7o�A-NII � t ,t1 ,1•• c tl. a 14.Lt /4t r C4 �t, -' I} "FLOM cart eLLeR'I•'v l W.L.L. 4 • �T�VA.L./C� FULLr-1 AN?•• TOR£D,•G I = w, 1 =°tp,1 I G o.,'7ToLLs4"^ ' ASb Abb A8.. I A c,c,. A-/b • I.1e I"1 U W In U LL I„ I"-� C w _ v'�t.YE. q,u—PN[7 CITY OF MANHATTAN BEACH • SHEET ti •TOPE THRa-q- WIP"ES. PUBLIC WORKS DEPARTMENT.ENGINEERING DIVISION I-T • L SCALE II '•2O' TROM COn,TPO.I.E -°/t•P• • F NMI KM LANDSCAPE IRRIGATION PLAN ASL Consulting Engineers - . • r^ MANHATTAN AVENUE ...ol•.. J^,,,•n,nn TA STA. 10+00.00 TO STA. 19+50.00 ERIKSSON • PETERS • TI-IOMMIS '••'•"'^'• •'� LANI S_(' �'F_ARC111T[:C1'IIRG •. s...[ ••�� _ '- u /f�l •f,i-FL.•• 173E Pv[awen e•....... - - - 1214 FAST I 1.1. ll,1:1 I•ASA121w VA,I:AI.11't,ItNIA,I,Il.t - rrn 1HIN,TIY.wlrl IJI:I„.I-N0M blo.040.• PH' o.[onoP" JRC. WALE ,u MU °,• I•.to' I4a le "�`' P-803 • pn..,..o_RR.1 wn 1!L'7 _ •,— w[. io•, 117 • L. • .D L'L I(^A:�1VIA'1-1i '" • ILLW A LO ' EIS IC I' Gw.1.l D ..-Tr.FLOVA. TE' IL 0 •-•E-a1•SIGc¢O5 EXCEL E SUS S5 1.- G 9 I I ELATS II S:•E. -S C. 't NAT.� PLUM - -_ G� BOA f..-;-',.-4 L AA. H % n8. ET S ND CR -iR6E ISTMAS MIP 1-9 ' ,. ?4 4MRO ,:DEKn: EACF.I.--I I• MR-I5 "' 'r EROSIDEROS EXU_tL•,u S_ ��� MR 10 -!! MET'R E OSIDEROS KC.ELS 9 US �-- -9 S✓•bOx I 'Y A,Y D ca C1•..1 SITE- 1EE S.-IPET T-I 1 li•BOx +S.ELOCAT D FROM SITE -SEE SNT T-I Z-'J . 3!i Box I REJL(ATED FT-0M SITE-SEE SNT -r-I I.,'"p.AT ¢I�I PIR �O . TD •IGE W.� .. N L. CQ •�TiULT N I IrI 1- v�,1,1 I FRJQRTt SIDFI•IALK CONSTRUCTION I '_/ Ts Ai MANHATTAN II j I AVE. • /r• ILSi IL� l le �I,, I ,; eti e , / I d� .�• Sl`�,LL I 1• _ 1 l'P t10 0 , b� r , e,, Sti 1`e'' e', fj _ K . L' t e t e ' .' f ��' j 1 /5•- 1.7 , , _$ .S ye 1�L �, r ,b rr • bb i I ID r C( PV-- ,` ti t, 1% , .,� D 1' t 9 / dl r i I; r' I 1' ,p • /• � '4 ��� b, le I- u b °y '`rV• -. �. „ jt• W.L.L/ • /`� r e,``�.[e I l`y•ti ee° I-•i [- ?\' �'�/SDI ` ` `` , •IN _1:. `�E��/ , `/ 1• -. u `�,�/YI���IIIG_/���1 S 4 S ' ;Nor,__ .- I I G r rl AMC / �,\- B 5 I� �� �■ �._ .� O 1ill `�r�l►JQ�I�I�i/`��I�•tiIl �rs711•riC►�: mom wif��. moomenl OI/tmIij1 R tsaa�1 I mm1■�giimusaamm� w I�sssss•nsl ,ss■lit/ \ .....� • .r�t SI��•�Mq . r�•, l . �.��w1, OJ ,ma r .•J�� `�ildri -7 0 — - --1� 61!"11.� 4 i -W ��A• \�/ . _\�Y/ __ \•,r i ri . 11 �� 1161 '; r eh ••'B-IS ME:'*Q[7S,DGRO5 E�CCELSUS •b,'t' f r • 11, AI / ®o. 30 D=LpfJiTED Ft2Dt- SITE-SEE SHT-r 1 I I I lI,` ^ - O ' ! to _ __ __ _ AK. m 4u. ' Q + 13 e Z\` 1.1111 / SC1 11L .L, S,Cs`,-I j I lD;, ', N •ti V ` ������((({{{///�-� / �rS`,I�S rfe',01 / iii rt1e 1 I i r.vl• - ----- - - I/ z r I l7�rfEamirc �101grO... 1 a .IIa1aL�ia 1�1!_ �iIrmo�umea ; / - ��1 , I L. ____ ` it �Ii�.y'/e , ` • �✓ 1 1 / dl�7�11•II Q '/K III•�W � �imil' � `WMIOU j/f / ' A . r � 15E ��O �� :Aar r' P L • III —13 U 'r,•+s e•_IIV.L...nn,,/ ,,,, �•..�_ 05/ J L f t r e _ ` �- f � i I B I `I,' I' 14-4 METRO S I DEROS EXCE LSUS B4 BOK RELOCATED F¢OM SITE-SEE SNT T-I El? I I I IZ METROSIDEROS ExCELSUS-Sc= ••iO-c S MA-4 METRos,DE1i F'O5 xr El SUS I 2A'BOX f NEW ZEALAND CI-121STT-fA5 TREE I gee.B -4T T Z OX f RELOCATED FROM SITE-SEE S. . -I Z W IZ'4c.. P6WGp. r1 PnU FEL-ATM N E U -SEE E-7 • W W `Per-, i I,Y GEFWNI UM • Cr 4 I CUPT.NIOPSIS I,N/ P.DIOIDES Ia W SCALE I"•20' D + !(♦'-LAOX I CA I%.oT WOOD SEE NO-G 4 I.9 I.b. O 4S P.# 1IO,_�PFe le4GIGA CLAP-A• - W Li- ri I fr_• E I•- 'IA.e•V•l-1'rHdf••-IJ a < I I. r 2G APECPrTRIJM 'p1•yd,Ir�sF,l Ue•1 Q Z I , -+JO"GU OUEFJv F�°•L_M SEE NO'i E L I — MANHATTAN _ _'�_ `�" AVE _ _ Z 0,1 1 N �; _- y�T, �,►' j, I °, m CC • Ly ' ;`1-- - y/ Yt y,/ y115" ,e'�l'' ,Z, �e'' �• Ib•S - �' .1 `b,`�, b �` Y' y / e' ,'�' z O • 9 b �— r / utb I/I I S 1 V r 1, I _lYIliW I i Dy, Y ,i,YTY/, i1 Y l 4.-,,,ye/1'i;o7e, D� ¢ e -// �ii�/Citi10Cltlio36 L. _ .11 3 P'— -LF --.L b_i/1 L _---� .L=' --•6' gill�; h -� b. .L_L. y ,Y` /b Y I .fie 1- In a=El .-. -- - - ci - - aaa� �iL - '�_ ■ R �1��•�1 . t si �11, 5 1t1 ailLWA a- :E iC✓I''•a l►----�-;ciMl 0 EMS 011 lam. it� i��JiM ilrw �d %Mill Z W .in;11/s►mmur$106'. l_ �\it��imicesim �CoSiioiJmmaimirlm! CI�amsw- r�.�Itt /IIKi rm.m.l7i �197it•L•rrnmRmeac!necassioNotrto71Jw - ¢11 1 w \\\;Ij•1 "- i w- �\1 J. I *I�`J1 \` - -- loD,I` l� ` N uj W O I a 4, ,,• L 0b Tri/ , - Q .. O r iii — _ _-^_. _ __/ , _ •,__. .___ _ PI 1 �_ 1 _`b -1 ___�e o Q 111\+ I - u ( v i I `� ie I ■ _ F�� PS+iE�T P-2rES Y III I I e I • % ¢ VIV in D �1yy I :`:l y , - co � . _._-_ _ _ —_ •lrb\C Y:�``' ~ I I I� _ 1.. iy°rl� /' W J- - i,Y.pW41111114114 .+a .ri. r. ..ice 4 � Ai. r•� • L. � `. A� .•1:. J .0� .Sr - .<l�►---'-`� ,' 7, ��s�:�i•>_+•ss�� �I+�s/ss>.��■ * 7. I 1 \ �■ssa•nrAss>_,_a 1 �.■■��■_ � aIr ,1.�r1 manosswrsirommi lra►lpser z��'sw�rs..�■rasr.tIeaOasac��aaaia:•t'uw..�•i �1� ivies iarlsla enramoomi aarr. e r sC-46�a 11ais�c wnsair s r•u •mor", _ •�. s-- Ined ' .II h ow i�.; ! � - �10�!. !!�.ilil!!!.ri�w M23 R r_ .�� _ v I ' . t n` , W L I . i ,t t` bt`/ bL,•'.� - 1 11V.L.L. y°t°, -5^. T I y W f W IL ' _ �, I CITY OF MANHATTAN BEACH SKEET SCALE 1'•20' PU■L1C WORKS DEPARTMENT-ENGINEERING DIVISION P-4 E • ~ " "`" °"' LANDSCAPE PLANTING PLAID 4 CLPANIDP'SI5 ANACARDIOIDESilei rn MANHATTAN AVENUE •• 'io"Sac`CARRO-WOODS NOTs 4 I - ' ERIKSSON • PETERS • [-fonts ASL Consulting Engineers �'•d�• "•.ro�. STA. I0+00.00 TO STA 19+50.00 Z I MET.DSIDEROS EXCELSUS sac No'TES IIS su.I•WA Mnsn:w: ,,,a......,, Z4"BOX 1 NEW ZE LAND CH21..-rMAS TEE 1.9 LANDS I'E ARCI IITEC I ltlii: w.s.wae MIN 1170 MO VI,UM.401 « a • 1.4'4,42.41. l21-/o. I736 I "vu(E eu.0^ tl man MOMMOMM • 1214 1IA•.I' .11.1. 4 I1(11111 PA14A111 NA CA1.11 111N1,III Inl M (MIMI ron JIM 121.DIN.WW1 I a1Mo., LR S. atm.° , JR.0 wI/ ruw 1.....In 1 on« an. •:s. Alin 887 I"•2o' 144.18 _ r P-803 _ n 79 117 I.