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C-1083(B) - Fiscal Year 1966-1967 Combined Street Improvements - Construction File 1
M i i SIXTEENTH STREET Irvine Avenue to Dover Drive Bid Items of Work Items With Unit Price Unit Item Quantity Written in Words Price Amount _ 101 Lump Sum Clearing & Grubbing on 16th Street from Irvine to Dover Drive, for the lump sum price of a 102 3,636 cy Excavation, for the price of per cY 103 3,289 T Aggregate Base, for the price of per ton 104 1;909 T Asphalt Concrete, for the price of per ton $ G, 2S $. // y3/. ZS 107 786 if Remove & Replace Chain Link Fence, for the price of per l.f. $ /,-rO $ :/79 00 108 Lump Sum Relocate Existing Fire Hydrant, for the lump sum price of 35o•vo 109 1 each Relocate Existing Street Light, for the price of each $Gao,00 $ Goo. o� Items With Unit Price Unit Item Quantity Written in Words Price Amount 110 1 each Adjust Existing Manhole, Frame & Cover, for the price of each $ 767.00 $ 75,00 's ill 5 each Adjust Water Main Gate Valve Frame & Cover, for the price of each 112 1,951 if Concrete Curb & Gutter (8" CF), for the price of per if 113 76 If Concrete Curb & Gutter (6" CF), for the price per if 114 12,181 of Concrete Sidewalk, for the price of per sf $ 0.35 $ 4, aG3. 55 115 .936 of Concrete Drive Approach, . for the price of r per of $ t'1.75 $ 700.0o 116 1,525 if 36" Reinforced Concrete Pipe, 1050D, for the price of per If $ Z2.0o $ 33, 550.00 -2- Items With Unit Price Unit Item Quantity Written in Words Price Amount 117 37 lf,f 30" Reinforced Concrete Pipe, 1100D, for the price of per if $ 20,00 $ 740,00 lie 24 it 24" Reinforced Concrete Pipe, 1500D, for the price of per if 38ff, 00 -119 117 if 18" Reinforced Concrete Pipe, 1800D, for the price of per if $ /A.60 $ /�57f SO 120 2 each Concrete Collar, 18" RCP to 36" RCP, for the price of each 121 1 each Concrete Collar, 36" RCP to 42" RCP, for the price of each $ .�SO,OO $ 350,00 122 1 each Catch Basin (L.A.C.F.C.D. 2 -0163) with Local Depres- sion (Or. Co. Std 307) L -21', for the price of each $/,300.00 $ /,300.00 123 1 each Catch Basin (L.A.C.F.C.D. 2D -163) with Local Depres- sion (Or. Co. Std. 307) L -14', for the price of each $� /SO.00 /50•o0$� -3- . Items With Unit Price Unit Item. Quantity Written in Words Price Amount 124'' 1 each Catch Basin (L.A.C.F.C.D. 2D -163) with Local Depres- sion, (Or. Co. Std. 307) L -7', for the price of each $BSO,OV , $ RS-0.00 125 1 each Catch Basin (L.A.C.F.C.D. 2D -163) with Local Depres- sion (City of N.B. Std. 301 -L) L -10', for the price of each $ 000, 00 126 4 each Junction Chamber, (L.A.C.F.C.D. 2D -102), for the price of each $ AS0,00 $.7,400,00 127 Lump Sum Concrete Collar and 18" CMP 8 lf, for the lump sum price of 128 357 if Asphalt Concrete Berm, for the price of per if 129 Lump Sum 24 if of 12" Vitrified Clay Pipe Sewer with plugged ends, for the lump sum price of -4- $ 300,00 $ _100,00 $ / X-p $ ::5736,.50 $ 260.00 $ 2 &0,00 Items With Unit Price Unit Item Quantity Written in Words Price Amount 130 Lump Sum 12" to 8" Cast Iron Reducer, 8" Gate Valve, 8 " -45° Cast Iron Elbow, 8" Cap & 32' 6" of Class 1 150 -8 inch Asbestos Ce- ment Pipe, for the lump sum price of' • $ 720.00 $ 7 •00 131 8,400 sy Lime treated sub -base (6" thick), for the price of per sy $ 0, 46 $ 3.7AO.OD 132 52 T Lime, for the price of per ton TOTAL AMOUNT WRITTEN IN WORDS FOR ITEMS 101 -132 20 SIXTEENTH STREET J. Irvine Avenue to Dover Drive BID ITEMS.OF WORK APPROXI- MATE ITEMS WITH UNIT PRICE UNIT ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT 101. Lump Sum Clearing and Grubbing on Sixteenth Street from Irvine Avenue to Dover Drive, for the lump sum 1 price of 1, �l $11,000 $11,000.00 102. 5,260 Excavation for the price of C.Y. per C.Y. $0.60 $3,156.00 103. 6,661 Aggregate Base, for the price Tons of in per Ton. $3.00 $19,983.00 104. 1,909 Asphalt Conc te, for the Tons price of IV per Ton. $6.25 $11,931.25 107. 786 Remove Replace Chain Link L.F. Fence, the price of . 1 per L..F $1.50 ' $1,179.00 108. Lump .Sum Vte Existing Fire Hydrant, 1 the lump sum price of $350.00 $350.00 109. 1 Each Relocate Existing Street Light, for the price of __ each. $600.00 $600.00 0 APPROXI- MATE ITEMS WITH UNIT PRICE UNIT ITEM. QUANTITY WRITTEN IN WORDS PRICE AMOUNT 110. 1 Each Adjust Existing Manhole, Frame and Cover, for the price of each $75.00 $75.00 111. 5 Each Adjust Water Main Gate Valve Frame and Cover, for the price of each $50.00 $250.00 112. 1,951 Concrete Curb and Gutter L.F. (8" CF), for the price of per L.F. $2.00 $3,902.00 113. 76 Concrete Curb and Gutter L.F. (6" CF), for the price of per L.F. $2.00 $152.00 114. 12,181 Concrete Sidewalk, for the S.F. price of per S.F. $0.35 $4,263.35 115. 936 Concrete Drive Approach, for S.F. the price of per S.F. 116. 1,525 36" Reinforced Concrete L.F. Pipe, 1050D, for the price of per L.F. -2- $0.75 $702.00 $ 22.00 $33,550.00 119. 16 18" Reinforced Concrete Pipe, APPROXI- L.F. 1800D, for the price of MATE ITEMS WITH UNIT PRICE UNIT ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT 117. 37 30" Reinforced Concrete L.F. Pipe, 1100D, for the to 36" RCP, for the price of price of per L.F. $20.00 $740.00 118. 24 24" Reinforced Concrete 121. 1 Each L.F. Pipe, 1500D, for the ✓ price of ✓ per L.F. $16.00 $384.00 119. 117 18" Reinforced Concrete Pipe, L.F. 1800D, for the price of per L.F. $13.50 $1,579.50 120. 2 Each Concrete Collar, 18" RCP to 36" RCP, for the price of each $ 240.00$480.00 121. 1 Each Concrete Collar, 36" RCP to 42" RCP, for the price ✓ of each $350.00 $350.00 122. 1 Each Catch Basin (L.A.C.F.C.D.2 -0163) with Local Depression (Or. Co. Std. 307) L -21, for the price of each $1,300 $ 1,300.00 123. 1 Each Catch Basin (L.A.C.F.C.D. 2D -163) with Local Depression (Or. Co. Std. 307) L -14', for the price of each -3- IPAV $1,150 $ 1,150.00 s APPROXI- MATE ITEM QUANTITY ITEMS WITH UNIT PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT 124. 1 Each Catch Basin (L.A.C.F.C.D. 2D -163) with Local Depres- sion (Or. Co. Std. 307) L -7', for the price of each $850.00 $850.00 125. 1 Each Catch Basin (L.A.C.F.C.D. 2D -163) with Local Depres- sion (City of N.B. Std. 301 -L) L -10', for the price of each $1,000 $1,000.00 126. 4 Each Junction 2D -102), 127. Lump Sum Concrete CMP 8 L. lump Sum Chamber (L.A.C.F.C.D. for the price of each $850.00 $3,400.00 Collar and 18" ✓ , for the price of $ 300.00 $ 300.00 TOTAL AMOUNT WRITTEN IN WORDS FOR ITEMS 101 -127 One hundred two thousand six hundred twentv -seven dollars and ten cents $ $ 102,627.10 124 9/66 (7) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 f CONTRACT FOR ENGINEERING SERVICES (Improvement of 16th Street from Irvine Avenue to Dover Drive) THIS AGREEMENT is made and entered into by and between the CITY OF NEWPORT BEACH, hereinafter referred to as "City ", and WILLIAMSON AND SCHMID CIVIL ENGINEERS, hereinafter referred to as "Engineer ", both of whom understand as follows: RECITALS: A. City proposes to construct a public works project which is generally described as the improvement of 16th Street from Irvine Avenue to Dover Drive, which shall include the following work: The widening of 16th Street to an ultimate width of 60 feet between the faces of exterior curbs from Irvine Avenue to Sea Gull Lane; the widening of 16th Street by 12 feet on its southerly side between Sea Gull Lane and Dover Drive, including relocation of the curb; and the construction of a storm drain between Irvine Avenue land Sea Gull Lane with catch basins at Irvine Avenue and other locations as required. B. City desires to engage the services of Engineer to perform engineering services in connection with said project. AGREEMENT: 1. General. City engages Engineer to furnish the services hereinafter �Ispecified for the compensation herein stipulated, and Engineer agrees to perform said services upon said terms. 2. Duties of Engineer. The Engineer shall: (a) Make necessary preliminary investigations, including a hydrology study, and field surveys as necessary for design. (b) Attend necessary conferences with the City Manager, Public Works Director or any other authorized representatives of the City and other interested parties to accomplish the planning 0 f 1 and preliminary studies of the project. 2 (c) Prepare detailed plans and specifications, a contrac 3 proposal, and quantity and cost estimates, suitable for use by the 4 City in calling for competitive bids, to the satisfaction of the 5 Public Works Director. 6 (d) Check shop drawings and revise plans and specifica- 7 tions as necessary to accommodate conditions discovered during 811 construction. 9 (e) Consult with the Public Works Director and his staff 10 regarding interpretation of the plans and specifications and other 11 problems which may from time to time arise. 12 3. Duties of City. 13 City agrees to provide Engineer with the following: 14 (a) Mylar sheets for preparation of plans. 15 (b) Existing hydrology study. 16 (c) Existing field survey data. 171 (d) R value and traffic index for determining structural 18i section. 19 4. Completion of Services. 20 Engineer agrees to complete the engineering services and 21 , to deliver all plans, specifications and other documents required 2211 this agreement on the following time schedule: 23 t (a) Submittal of preliminary plans, specifications and 24 cost estimates within five weeks after execution of this agreement. 25 (b) Submittal of final plans and specifications within 26 five weeks after approval of preliminary plans, specifications, and 2711 cost estimates. 28 (c) Completion of plans and specifications preparatory 29 to calling for public bids within three weeks after approval of the 30 final plans and specifications by the City. 31 5. Payments by City. 32 City agrees to pay Engineer for all services called for 2. 1 under the provisions of this contract an amount based upon the 2 following fee schedule, but in no event shall the total amount 3 exceed $6438: 4 Principal Engineer $18.00 per hour Design Engineer 14.00 per hour 5 Assistant Engineer 12.00 per hour Draftsman 10.00 per hour 6 Secretary 5.00 per hour 3 -Man Survey Party 30.00 per hour 7 2 -Man Survey Party 24.00 per hour Blueprints Cost + 25% 8 Computer Charges Cost + 25% 9 The amount to be paid to Engineer shall be payable as 10 follows: 11 (a) Monthly partial payments, each payment to be the 12 amount earned as determined by the fee schedule. The sum of the 13 monthly partial payments shall not exceed ninety per cent (90 %) of 14 the above maximum fee. 15 (b) The balance of the total amount to be paid upon 16 acceptance of the construction work by the City Council, but in 17 any event not later than 18 months after the signing of the plans 18 I by the Public Works Director. 19 i In addition, City shall reimburse Engineer for the actual 20 cost of reproduction of copies of said plans, specifications and 21 irelated documents requested by City. 22 6. Termination. 231 This agreement may be terminated at any time by the City 24 lupon five days' written notice to Engineer, either by personal 25 service or by placing said notice in the United States mail, postage 26 prepaid, addressed to any of Engineer's business offices. In the 27 event of termination due to the fault of Engineer, City shall be 28 relieved of any obligation to compensate Engineer. If this agree - 29 ment is terminated for any reason other than the fault of Engineer, 30 City agrees to compensate Engineer for the actual services performed 31 up to the effective date of the notice of termination. 32 3. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 0 0 7. Amendment. This agreement may be amended or modified only by written agreements signed by both parties and failure on the part of either party to enforce any provision of this agreement shall not be construed as a waiver of the right to compel enforcement of such provision or provisions. . 8. Assignment. This agreement shall not be assigned without the written consent of City. 9. Hold Harmless Agreement. Engineer shall assume the defense of and indemnify and save harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from Engineer's performance of this contract and of the engineering work and Iservices herein provided. IN WITNESS WHEREOF, agreement this f 7-Z J day of the parties hereto have executed this APPROVED AS TO F9RM: Attest: H. E �. ity' er ty Att ey rJ CITY WILLIAMSON AND SC CIVIL ENGINEERS By _ ts` Attest: - Its ENGINEER 4. 0 6 F CITY CLER.R January 12, 1967 Public Works Department, Aft, Mr. Hunter Cook Acting City Clerk Contract for Engineering Services in connection with the improvement of 16th Street from Irvine Avenue to Dover Drive Enclosed are two executed copies of contract between the City and Williamson and Schmid Civil Engineers for subject engineering services for yawn office and for transmittal to Williamson and Schmid. Since charges for engineering services on the project are over $5, 000. we feel that a contract number should be assigned to this contract. Please contact Doris George regarding contract number. Revolution 6406 which was adopted by the City Council on January 9. 1967 authorizes this contract. Copy attached for your convenience. Laura Lagios Acting City Clerk LL:bj one - 3 JANUARY 9, 1967 / TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: CONTRACT FOR ENGINEERING SERVICES FOR THE IMPROVEMENT OF 16TH FROM IRVINE AVENUE TO DOVER DRIVE. RECOMMENDATION: ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH WILLIAMSON AND SCHMID FOR THE SUBJECT SERVICES. DISCUSSION: THE APPROVED BUDGET FOR FY 66 -67 PROVIDES FOR A PROJECT. TO RECONSTRUCT AND PAVE TWO TRAFFIC LANES ON 16TH STREET FROM IRVINE AVENUE TO SEAGULL LANE. ALSO INCLUDED IS A PROJECT TO INSTALL A STORM DRAIN ALONG 16TH STREET. ENGINEERING WAS TO BE DONE BY AN OUTSIDE ENGINEER. A PROPOSAL HAS BEEN RECEIVED FROM WILLIAMSON AND SCHMID3 CIVIL ENGINEERS, OF SANTA ANA TO PROVIDE THE REQUIRED ENGINEERING SERVICES FOR THE IMPROVEMENTS. THE DESIGN WILL INCLUDE THE ENTIRE STREET WIDTH FROM CURB TO CURB, ALTHOUGH THE ACTUAL AMOUNT. TO BE CONSTRUCTED IN ADDITION TO THE CITY PORTION WILL DEPEND ON THE RESULTS OF NEGOTIATIONS CURRENTLY UNDERWAY WITH ADJACENT PROPERTY OWNERS. PAYMENT FOR SERVICES FURNISHED WOULD BE BASED ON STIPULATED HOURLY RATES WITH A MAXIMUM FEE OF $6438. THIS IS IN CLOSE 'AGREEMENT WITH THE ESTIMATED ENGINEERING COST PREPARED BY THIS OFFICE BASED ON THE AMOUNT OF ENGINEERING WORK REQUIRED. WILLIAMSON AND SCHMID HAS SATISFACTORILY PERFORMED SIMILAR WORK FOR THE CITY AND IS WELL QUALIFIED FOR THIS PROJECT. THE ESTIMATED COST OF THE CITY PORTION OF THE PROJECT INCLUDING ENGINEERING IS $93,000. J SEPH' EVLIN P SLIC W S DIRECTOR HTC:IH COUNCIL: le i FILE: To: From: CITY OF NEWPORT BEACH City Clerk City Attorney CITY ATTORNEY DEPARTRENT 0 January 6, 1967 Subject: Contract for engineering services with Williamson and Schmid Civil Engineers Attached is a copy of the subject contract for engineering services in connection with the improvement of 16th Street from Irvine Avenue to Dover Drive, together with a resolution which, if adopted by the City Council, will approve the same and authorize its execution on behalf of the City. We are advised by the Public Works Department that they have received the original of said contract which has been executed by the engineer and it is ready for presentation to the City Council at their meeting on January 9. Tully H. Seymour mec City Attorney Atts. cc - City Manager Public Works Director (Attention: Hunter Cook) 6 °(12) i 1 RESOLUTION 2 A RESOLUTION OY 'i0 CITY C0ON1IL.OF TAX CITY OF NZWOAT BEACH AMMIZING THE 13t#Cii'tl K OF A 3 AND SCRACT FOR CIV SERVICES WZTH WILLIAMON 4 5 WHEREAS, there has been presented to the. City Council of 6 the City of Newport Beach a certain contract betmoon the City of 7 Newport ]leach and Willismson and Schmid Civil Engineers for 8 engineering services in connection with a public marks project 9 which is generally described as the improvement of 16th Street 10 from Irvine Avenue to Dover Drive; and 11 WEBEAS, the City Council has considered the terms and 12 conditions of said contract and found theme to be fair and equitable 13 NOWv THEREFORE0 BE IT RESOLVED that said contract for 14 engineering services is approved and the Mayor and City Clerk are 15 hereby authorised and directed to exacuts the same on behalf of 16 the City of Newport Beach. 17 ADOPTED this 91;h_ day of January, 1967. 19 ----�� yoY, 20 ATTEST: - 21 at C ty lerit . 22 23 24 25 26 27 28 29 30 31 32 l 0 Date January 27, 1967 TO: Finance Director FROM: City Clerk SUBJECT: Contract Contract No. C- 1083.2 -E 6506 January 9, 1967 Authorized by Resolution No. adopted on Date Mayor and City Clerk executed Contract January 10, 1967 Effective date of Contract -- Contract with Williamson and Schmid Civil Engineers Address 7K�5 F._ Fir+at Ct_ Santa Ana California Engineering Services for the Improvaaent Brief description of Contract of 16t- Street from Irvine Avenue to Dover Drive Amount of Contract 560438.00 City Clerk n i CITY OF NEWPORT BEACH PUBLIC WORRS.DEPARTMENT 3300 W. Newport Boulevard Date necemher 10 1067 To: City of Costa Mesa 77 Fair Drfse Costa Mesa, California ATTENTION: Mr. George Madsen SUBJECT: We are Transmitting the following: No. Copies Description 1 set CNB Drawings R- 5089 -S, Sheets (1) -(6) Improvement of 16th Street from Iryine Avenue to SeaGull Lane 1 Funding Summary - 16th Street Improvement (Costa Mesa portion) Remarks: Per yo-u" bequest. Copies to: By: Hunter T. Cook Projest Engineer November 3. 1967 TO: FINANCE DIRECTOR FROM: Public Works Department SUBJECT: CONTRACT 1OWB Please prepare a bill to the City of Costa Mesa in the amount of $11,589.13 for their portion of the improve- ment of 16th Street at Irvine Avenue. Also prepare a bill to the Newport Mesa Unified School District in the amount of $19.441.47 for their protion of the improvement of 16th Street from Irvine Avenue to Seagull lane. Forward the invoices to this office for transmittal to the appropriate parties. Hunter T. Cook Project Engineer RTC /idg fAccT -a— Zi' 7379" 0 }8 C • le S'3/3 W CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard To: Griffith Company P. 0. Box 395 Costa Mesa, California ATTENTION: OW Date November 3, 1967 SUBJECT: traCC tOH3 -B Sixteenth Street. Irvine to Dover We are Transmitting the following: No, Copies Description 3 Change Order #B -1 Remarks: Please sign original and one copy and return to our office. Retain one copy for your file. Copies to: By: G. P. Dunigan, Jr. *` r:. CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER C— 3 /3 CHANGE ORDER NO. B -1 DATE November 3, 1967 CONTRACT NO. 1083 -B PURCHASE ORDER NO. BUDGET NO. yq- 1379 -a�� CONTRACTOR'S NAME Griffith Company PROJECT NAME AND N0, Sixteenth Street, Irvine to Dover ACTION: At the gate at the westerly end of the High School Stadium grandstand, the Edison service pole is in approximately the middle of the sidewalk. At this location, and as directed, set the fence approximately 2 feet behind the new walk and construct approximately 40 sq. ft. of additional walk in the resulting space. This additional walk will be paid for at the lump sum price of $28.39. CONTRACTOR: GRIFFITH COMPANY BY�� P. Griffith DATE November 7, 1967 APPROVAL: 1eTTEn in er G. P. �unigan, Jr. RECEIVE6 NOV 0 8 1967 Department Head Date PUBLIC V�� ;s, uEPT. cc: Purchasing C - /oBJB November B, 1967 Newport -Mesa Unified School District 1601 - 16th Street Newport Beach, California Attention: Mr. Roy Andersen Subject: Improvement of 16th Street from Irvine Avenue to Seagull lane Dear Sir: The 16th Street project has been completed. The final quantities have been compiled and the final costs computed in accordance with our Cooperative Agreement. The District's share of the project is $190441.47. This is somewhat below the amount budgeted for the project. Attached for your information is a detailed breakdown of the items which were charged to your account together with an invoice for payment. Please send your payment directly to the Finance Director. We wish to thank you for your cooperation in helping make this project a reality. Very truly yours, Hunter T. Cook Project Engineer HTC:naj Att: cc: Finance Director -r G'� /DfT%3 November 8, 1967 City of Costa Mesa 77 Fi3r Drive Costa Mesa, California Attention: Mr. E.E. O'Donnell Public Works Director Subject: Improvement of 16th Street from Irvine Avenue to Seagull lane Dear Sir: The 16th STreet project has been completed. The final quantities have been compiled and the final costs computed in accordance with our Cooperative Agreement. Costa Mesa's share of the project for the work at the 16th Street - Irvine Avenue intersection is 311,589.13. Attached for your information is a detailed breakdown of the items which were charged to your account together with an invoice for payment. Please send your check directly to the Finance Director. Costa Mesa's cooperation in completing this project is very much appreciated. I hope that we will be able to con- tinue to work together to effectively accomplish projects of mutual City benefit. Very truly yours, Hunter T. Cook Project Engineer RTC:naj Att: cc: Finance Director P F 0 a J J U Q W N O F- Y LY LLI co W Z C3 M zmO C Or H Z O F- £ Li U O U H Z Z W O w W U U W Q d W N F- F- Z W W W (1 F O X O U N W O r Z W W 7 O K d £ u F•- O V Z W Z O d :CIO E W 7 Cl) = O n O1 u n M M } W If kD W n M M LD N £ W F-- U F- Z O U C C C U OO(O 000 O 00 O p0l,top U. 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N O O O O O O O r r r r r r r r r r N N N N N N N N N N M M M r rrr rrre- rrrrrrrr rrr rrr r r r r r r r r J ¢ C F- U W 7 d ' C \ N • �' Vl n � ' V 4 - y - Al r ( W I I N QI n C a O y IIlk ob Za o i j fi �i N N V v ` N � 0 0 r% e � I °� o M� di n fi �i N N V v ` N � 0 e � I °� o fi ,z �i N N V v ` � 0 M� di n ,z o� �Z .! 7 n� O p Z w y'� �i N N V v ` � 0 o� �Z .! 7 n� O p Z w y'� a N V � 0 o� �Z .! 7 n� O p Z w y'� n4�j c 0 ' y r ,. v as 0 N o y v r c p e c N W QC 'i W ' n �o 0 N O W n 5 p w Q� IA � c n: 00 •pp o � o o ?� c+ e k a � • C oe 1y " ,y y Q _ �. r ❑ Preliminary tests prior COUNTY OF ORANGE fl Ti to award of contract. ROAIrDEPARTMENT Material Testing Section TEST No. C— 3rr FIELD NO. 0 RELATIVE COMPACTION Wo. R.O P.O. Control tests on Iw . 6N O -w K... materials actually --.. i entering into works. l 41k If c6atract, use contract item IiaTSaea.e? PROJECT h. ` . AGENCY C 7j, o •�' New'OOt``]" RESIDENT,'ENGINEER (INSPECTOR)- —CONTRACTOR C r I 11F 7r1.' SEND REPORT TO CONSTRUCTION ❑ . ourSmE T1i ^GENCY. - �lC MAINTENANCE � SUB0. ❑ PERMITS LOCATION ��o .S7Tte -i• ` RT OFQSTA 13 + SO "REPRESENTING LIMITS " TYPE MATE IA DEPTH ' "`�E LOW FINISHED GRADE DATE TESTED OY: I:. I. IN PLACE DENSITY Al INITIAL WT. TEST SAND p Ell WT. SAND RETAINED 3 C WT. SAND USED 30,5 D TEST SAND DENSITY 0 E VOLUME SAND USED WET WT. AT COMPACTION F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. COMP. SPEC. H WT. EXC. SAMPLE +. TARE 2 1 TARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE Z S, K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE .f 7 WET WT. DRY WT: % MOIST. SP. GR. ROCK WET WT. #OC DRY WT. RO DRY WT. — TOTAL DRY' %, ROCK CORR.MAX.DE • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION - Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN` T WET DENSITY V DRY DENSITY CONV. FACTOR =0:592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D 1 UNIT CONE +UNIT G =E — F K =J =G CONE .1667 — L =K= (100;, +N) Q =O= (100 % +N) SM,RING .0143 .1810 R = (P —Q)_ Q V = FACTOR x Q. =. S LG. RING .0302 .1969 REMARKS: Test Method Calif. ® BILLING V/lLL BY = -- COMPACTIO1 METHOD A'91!B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT.: PLACE DENSITY 3 MOISTURE RC= T S 7 TENT. RC = I I % SPECIFICATION: NL_% AT END OF MONTH jI! ❑Preliminary tests prior to award of contract. C ❑/ Control tests on U materials actually entering into works. PROJECT /6 ! >-F BTw. T'. t RESIDENT ENGINEER (INSPECT( SEND REPORT T j. CONSTRUC LOCATION /% GTreci REPRESENTING LIMITS TYPE MATER/Iq L ; H a. S DATE B/SO y/ 7 IN PLACE DENSITY A INITIAL WT. TEST SAND ROAD DEPARTMENT B WT. SAND RETAINED Material Testing Section C WT. SAND USED I D TEST SAND DENSITY ) E VOLUME SAND USED a F VOLUME CONE + RING _121, _23 IVN G VOLUME TEST HOLE 5 H WT. EX C. SAMPLE + TARE a. `- tj I TARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE 2 K WET DENSITY IN PLACE t} 5 L DRY DENSITY IN PLACE 5 COUNTY OF ORANGE MAXIMUM DENSITY RATHOLE DATA FIELD ROAD DEPARTMENT WET WT. p Material Testing Section TEST NO. C— _ 34 INITIAL WT. SPECIMEN FIELD NO. M S,'3 RELATIVE COMPACTION `ON0T Ra.aR� 1N.. OR P.O. OR AHFP) P WET WT. AT COMPACTION 4- 1 4 k DATE REPTD. ;J / —G% If contract, use contract item 5 WET WT. - t' AGENCY Q 4 a Na.o�otT I�ac.c! -. 9010iNS6N CONTRACTOR % MOISTURE ON ❑ AGEiiCV' Ca'' MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ '020, LT OF(g)STA /Zi r' S-O CORR.MAX. DENSITY / UkhT k.C."`4 DEPTH 3 TO 9 BELOW FINISHED GRADE TESTED BY: Nen�ry HT. COMPACTED SPECIMEN METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. p 3 DRY WT. 55 INITIAL WT. SPECIMEN % MOIST. M S,'3 N SP, GR. ROCK P WET WT. AT COMPACTION WET WT. ROCK DRY WT. ROCK Q 5 WET WT. - DRY WT. - 3 R % MOISTURE TOTAL DRY WT, -2 7, ROCK CONDITION OF MOLD CORR.MAX. DENSITY / UkhT ' MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ 0 UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K +(100% +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q + S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F TA- \�� RESIDENT ENGINEER (CITY ENGR) � r3011 -33 I a- r METHOD A El ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 5 RC =� TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL Bj� MADE AT END OF MONTH 1=11 .RELATIVE COMPACTION i. clPreliminary tests pr, . or to award a contract. Control tests on R materials o'cilially enteting, into works PROJECT IL. rl'w'V-9. RESIDENT ffNMEER (INSPECTOR)_ SEND REPOR[ja _,CONSTRUCTION 1:3 LOCATION- REPRESENTING LIMITS F2 LIAL 6ATIE_ L7 TESTE i"LACE DENSITY Al COUNTY OF ORANGE j,'5D ROAD DEPARTMENT WT. SAND RETAINED Material Testing Sect sr w 5 Wt. SAND USED .D _TEST SAND DENSITY IATIVE COMPA _. .0. P) M F VOLUME CONE +_R RING SEND REPOR[ja _,CONSTRUCTION 1:3 LOCATION- REPRESENTING LIMITS F2 LIAL 6ATIE_ L7 TESTE i"LACE DENSITY Al INITIAL WT. TEST SAND j,'5D B WT. SAND RETAINED WET WT C Wt. SAND USED .D _TEST SAND DENSITY P _. VOLUME SAND USED M F VOLUME CONE +_R RING SP. GR. ROCK G VOLUME TEST TOLE WET WTe,JtDCK HJWT. EXC. SAMPLE + TARE -2 + 1 TARE WEIGHT +,'o J WET WT. EXC. SAMPLE 2 O 75 K WET DENSITY IN PLACE TOTAL DRY W-F' L DRY DENSITY IN PLACE or 7 DATE' REPT0_ e_ qct' use codiaedt item C; r CONTRACTOR_ q'y MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ At 4— — RT. LT OF (L STA 4-7 5 P TO q BELOW FINISHED GRADE 0 HOD:A SAMPLE 1 2 LD LAB WET WT INITIAL WT. SPECIMEN ,PRYMT. P WET Wt. AT COMPACTION % MOIST. M 5,.N SP. GR. ROCK DRY WT. COMP. SPEC. WET WTe,JtDCK DRY WT. % MOISTURE WET WT. j DRY WT. CONDITION OF MOLD TOTAL DRY W-F' ...I.% ROCK _7 S CORR.MAX. DENS[ T" • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET Wt. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE j CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTDR=0.592 FACTOR x = VOLUMES, C.F. C= A- B E= C= D UNIT CONE+UNIT G = E - F K = J - G CONE .1667 - L = K - (l Do-. + N) Q 0 - (100% + N) SM. RING .0143 .1810 R = (P-Q) - Q V = FACTOR x Q.- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216-F I I ❑ BILLING WI IL I in METHOD . i . A E3 ❑ SUMMARY RECORD WHOLE NUMBERS. IN N 01T. PLACE DENSITY r. MOISTURE RC = % TENT. RC =_L��% SPECIFICATION: NL_L`Z, MONTH By NEER RESIDENT ENGINEER (CITY ENGX) -nail 43 RELATIVE 10M. PACTION ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT —91 Material Testing Section TEST No. C— 3A17 w A FIELD NO. y mF9 D o COMPACTION caNT. N WIN Control tests on 'IW.O. OR R.a_CR AHFPI 42+11-.!' materials actually _ �, entering into works. /D8S -4 se contract item DA PTE). " 7 =: ' - I .. PROJECT /Gra S-T AGENCY— RESIDENT ENGINEER (INSPECTOR) Po9v SGN CONTRACTOR OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY JCa' MAINTENANCE [] SUED. ❑ PERMITS d�'``, LOCATION /L t'`s?' t6 RTC LT OF (� STA REPRESENTING LIMITS TYPE MATERIAL -1"9 DEPTH ;l�f TO BE.LOW FIN $ - "'GRADE ' DATE 5 -28 -67 TESTED BY: dt�!.= If'4Enn. . IN PLACE DENSITY Al INITIAL WT. TEST SAND q2y� 8 WT. SAND RETAINED 4Z s5 C WT. SAND USED 3a� D TEST SAND DENSITY di 90 E VOLUME SAND USED _ F VOLUME CONE + RING /es9 G VOLUME TEST HOLE 7 Hi WT. EXC. SAMPLE + TARE 1�3s I TARE WEIGHT y a J WET WT. EXC. SAMPLE ao:zs K WET DENSITY IN PLACE , 2- L DRY DENSITY IN PLACE 1 METHOD A M615TURE SAMPLE _ Iv, '.'FIELD LAB WET WT. ". Op 1 .' DRY WT. G3 4 . %MOIST. I M Z7 N SP. GR. ROCK :Z. .O WET WT. ROCK p' DRY WT': ;ROCK WET WT. >..:. DRY WT. Z TOTAL DRY W.T., 23 . 9 " % ROCK Z. 8 CORR.MAX.DENSITY t/ • MAXIMUM DENSITY' RATHOLE'81ATA MOLD NO. 1 .' 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSI TY" V DRY DENSITY ' CONV. FACTOR =0.592 FACTOR x Q = .. VOLUMES, C. F. C= A— B E= C= D UNIT CONE +UNIT G =E - F K =J -G CONE .1667 - L= K_(100 % +N) Q= 0- 000 % +N)' SM. RING .0143 .1810 R = (P-Q) _ Q V = FACTOR x Q'= S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F ❑ BILLING WI LJ METHOD A 0 8 ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT.`': PLACE DENSITY % MOISTURE RC = 9l0 % TEN' ,T: RC = %:: SPECIFICATION: NL_ %, AT END. OF MONTH - BY RESIDENT ENGINEER (CITY ENGR) F3011 d8 RELATIVE CO[NPACTION . .. .. Z ' n ❑ Preliminary tests prior COUNTY OF ORANGE ' to award of contract ROAD DEPARTMENT 3 Material Testing Sedi" TEST NO. C— 3oZle% .._ ... -*-. FIE LO'NO. fAe-f Control tests on RELATIVE COMPACTION M.O. T. NO o ! .O. OR P.0 1 OR AN.F PI materials actually ® ' entering into works. ._ :..6 DATE t rgct, ets>;contract item -. PROJECT RESIDENT ENGINEER (INSPECTOR) CONTRACTOR ...,.� OUTSI O SEND REPORT TO: CONSTRUCTION AGENCY E C`}" MAINTENANCE Q SUBD PERMITS ❑ LOCATION 1421 77, _e RT L O REPRESENTING LIMITS Ij TYPE MATERIAL oa 4c� DEPTH 4" TO 424f BELOW FINISHED GRADE.; DATE 6' =20-E7 TESTED BY: .�t+era1<�art IN PLACE DENSITY A INITIAL WT. TEST SAND 3d' -as B WT. SAND RETAINED WET WT. C WT. SAND USED , . S D TEST SAND DENSITY DENSITY /30 1 E VOLUME SAND USED �L F VOLUME CONE + RING rft9 G VOLUME TEST HOLE WET WT. RO H WT. EXC. SAMPLE + TARE DRY WT. ROCK 1 TARE WEIGHT 'WET WT. - a.'f;;7.G J WET WT. EXC. SAMPLE ORY WT. - 3 K WET DENSITY IN PLACE TOTAL DRY WT. L DRY DENSITY IN PLACE % ROCK MET... -. MOISTURE TKMPLE ,,.A .. FIELD 1 LAB WET WT. BO 01 INITIAL WT. SPECIMEN DRY WT.... GG DENSITY /30 1 . % MOIST. WET WT. AT COMPACTION t. -7 N SP. GR. ROG,X..;::�- % Q WET WT. RO 4.7 DRY WT. ROCK R 'WET WT. - a.'f;;7.G ORY WT. - 3 TOTAL DRY WT. % ROCK S EORR.MAX.OENSITY /,4 • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 Z :, 3 4 01 INITIAL WT. SPECIMEN DENSITY /30 1 P WET WT. AT COMPACTION RC - �/ L % Q DRY WT. COMP. SPEC. % SPECIFICATION: NL_ R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G =E -F K =J -G CONE .1667 - L= K= (t00�o +N) Q =O -, (100 % +N) SM. RING .0143 .1810 R = (P-Q) = Q V = FACTOR x Q> S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENG6) F301143 1 140 4: METHOD A ® B ❑ SUMMARY . ,.RECORD WHOLE NUMBERS .. _ IN ..OPT. PLACE DENSITY /30 1 MOISTURE RC - �/ L % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WII`L BIhMADE AT END OF MONTH BY MATE GIN RELATIVE COMPACTION I ❑Preliminary tests prior to award at contract. I Control tests on�E I materials actually entering into works. PROJECT /'T� ST. RESIDENT ENGINEER (INSPECTOR) SEND. REPORT TO:: CONSTRUCTION El LOCATION_LLT REPRESENTING LIMITS TYPE MATERIAL L T A i COUNTY OF ORANGE _ ROAD DEPARTMENT Material Testing Section TEST NO. C- St4j -FIELD .ATIVE COMPACTION P.Z%J DATE F3jrPTD. : I` 2sntract item O A�EIyQY ,. - l L E rs _ ONTRA CTOR G,e / fl 1% Ersity _"' MAINTENANCE ❑ SUBD. ❑ PER ITS ❑ RT LT. OF rL STA OC DEPTH / t r' TO / 7 r BELOW FINISHED GRADE sM�rH DATE IL ^ 2-- 3 L TESTED IN PLACE DENSITY Al INITIAL WT. TEST SAND ? O B WT. SAND RETAINED / m O C WT. SAND USED. 7 O D TEST SAND DENSITY 'N' E VOLUME SAND USED WET WT. AT COMPACTION F VOLUME CONE + RING 1,510 G VOLUME TEST HOLE ./„ ./aQW- HIWT. EXC: SAMPLE + TARE Z3 p % MOISTURE TARE WEIGHT p J WET WT. EXC. SAMPLE' p O K WET DENSITY IN PLACE. L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAS WET- WT. MOLD NO. - 1 DRY WT. 4 01 ,%n MOIST. M 'N' SP..GR. ROCK P WET WT. AT COMPACTION WET WT. ROCK Z!3 f S. DRY WT. ROCK Q WET WT. =� DRY WT. - - TOTAL DRY:WT. % MOISTURE % ROCK.%.- -- CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOL pTA MOLD NO. - 1 2 - 3 _ 4 01 INITIAL WT. SPECIMEN 0 1 0 - P WET WT. AT COMPACTION 00 Z!3 f S. Q DRY WT. COMP. SPEC. R % MOISTURE ( ELD -3.,,S" CONDITION OF MOLD S HT. COMPACTED SPECIMEN Or T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. I C= A= 8 E= C= D UNIT CONE +UNIT G =E -F K = i +G CONE .1667 - L= K- (100 % +N) Q= .0- (100 %, + "N.) SM..RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q = S LG. RING .0302 1 .1969 i REMARKS: Test Method Calif. 276 -F METHOD` A ❑ B SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY 3 D/ MOISTURE „RC = % TENT RC = SPECIFICATION: NL % ❑ BILLING WILL B MA AT END OF MONTH • BY RESIDENT ENGINEER (CITY ENGR.):1- y 13011-83.1 - - .:'RELATIVE ,COMPACTION - ) i ❑ Preliminary tests prior 01, to award of contract. Control tests an materials actually entering into works. COUNTY OF ORANGE Al ROAD DEPARTMENT LAS Material Testing Section TEST NO. C— J/ 4-4 1 ',,O� I WNO. Z OF RELATIVE COMPACTION 0. OR NOT01-1 P.O. OR •"F PI 6 40( z 4/ A� use. contmct iftern DATE REPTD. PROJECT AGENCY Av • 0- RF-SHDENT ENGINEER (INSPECTOR) -11 CONTRACTOR OUTSI MAIN SEN0-,REPORT TO: CONSTRUCTION ❑ AGENCY TENANdE ❑ SUED. ❑ PERMITS ❑ LOCATION /-/ 7'1" OF (L STA RT LT REPRESENTING LIMITS TYPE MATERIAL 7- DEPTH T6- 7' BELOW FINISHED GRADE DATE TESTEC. BY-2. IN PLACE DENSITY Al INITIAL WT. TEST SAND LAS BI WT. SAND RETAINED 1 ',,O� C WT. SAND USED 4 6 TEST SAND DENSITY N T VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE 7C 7 Q T, EX C. SAMPLE + TARE I TARE WEIGHT RR.MAX.DENSITY J WET WT. EXC. SAMPLE �0 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE AIIII[ETHOD A. MOI§tb E SAMPLE FI ELP LAS WET WT. MOLD NO. 1 ',,O� DRY WT. 4 % MOIST. [;M N SP. GR. ROCK WET WT. ROCK P DRY WT.'RQCK Q TOTAL DRY Wf�, % ROCK__ RR.MAX.DENSITY I CO REMARKS: Test Method Calif. 216-F [I BILLING WILL -5 FIELD +5 1% WE METHOD A ❑ B ZL SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT'. DENSITY /Izalx I- MOISTURE Or RC --22— % TENT. RC = .% SPECIFICATION: NL-qc--./ T END OF MONTH By RESIDENT ENGINEER (CITY ENGR-) IALS ENdYVteCff 13011 COMPACT[" vq- MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 ',,O� 2,4,.4, 4 0 INITIAL WT. SPECIMEN x4e>0 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. % MOISTURE CONDITION OF MOLD S HT. COMPACTED PECIMEN T WET DENSITY AL-1 j-%7, 7 VI DRY DENSITY CONV. FACTOR=0.592 FACTOR x Q VOLUMES, C. F. C= A- B E= C_ D • UNIT CONE+UNIT 'G = E - F K = J _ G CONE .1667 L = K - (100-/0 + N), Q = 0 (100% + N) SM. RING .0143 .1810 R = (P-Q) - Q V = FACTOR RING .0302 .1 969 REMARKS: Test Method Calif. 216-F [I BILLING WILL -5 FIELD +5 1% WE METHOD A ❑ B ZL SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT'. DENSITY /Izalx I- MOISTURE Or RC --22— % TENT. RC = .% SPECIFICATION: NL-qc--./ T END OF MONTH By RESIDENT ENGINEER (CITY ENGR-) IALS ENdYVteCff 13011 COMPACT[" vq- K_ 0 Pto reliminory teats prior COUNTY OF ORANGE ❑ award of contract. . ROAD DEPARTMENT ) i sue. Contra tests on materials actually entering into works. 4 r# TEST NO. C— FIELD NO. O -MF CONT. NO.OR ;. IW.O. OR P.O. OR ANPPt DATE REPTD. PROJECT % "A,jCY �' i /V, L3 _ .- RESIDENT ENGINEER (INSPECTOR) -! CONTRACTOR 62 /FF /,�`!•� �'3£ " ,OUTSIDE m SEND REPORT TOTS CONSTRUCTION ❑ AGENCY ? z MAINTENANCE ❑ SUBD. ❑ PERMITS LOCATION /� 2 o 104 /,r .G .F. - RT LT.: OF rt STA �Z2.20-64 REPRESENTING LIMITS TYPE MATERIAI G. 7`.5. DEPTH /! TO / %.rr BELOW FINISHED GRADE DATE Or, 2- L% TESTED.BY: ..9 rf/ IN PLACE DENSITY Al INITIAL WT. TEST SAND 4Z3 . 00 B WT. SAND RETAINED 1,5_,10 C WT. SAND USED 1 INITIAL WT. SPECIMEN D TEST SAND DENSITY N E I VOLUME SAND USED . p F1 VOLUME CONE + RING G VOLUME TEST HOLE - ; H WT. EXC. SAMPLE + TARE I TARE WEIGHT D J. WET WT. EXC. SAMPLE Zp s- K WET DENSITY IN PLACE CONDITIONOF MOLD L DRY DENSITY IN PLACE 1. REMARKS: „eErHOD' A MOl 1342E ;Sf,MPLE MAXIMUM DENSITY"RATHOLE DATA - FIELD''': -. LAB" WET WT. 3 DRY WT: 01 INITIAL WT. SPECIMEN % MOIST. M'` N SP. GR. ROCK, P WET WT. ROO( DRY WT.' WET �WT. Q DRY WT. - - TOTAL DRY W "�-,: % ROCK R CORR.MAX.DENSITY ' I Test Method Calif. 216 -F ❑ BILLING WILL 8_.MAQf A) %v� p1t1A I • I 1 ]tit, i� BY RESIDENT ENGINEER (CITY ENGR.) .9011._03.1 RELATIVE COMPACTION METHOD A ❑ 13 SUMMARY. RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY %3 ... MOISTURE RC = % SPECIFICATION: NL -%:. END OF MONTH I :ROINEER 1 MAXIMUM DENSITY"RATHOLE DATA MOLD NO. I 3 .4 .., 01 INITIAL WT. SPECIMEN p P 'WET WT. AT COMPACTION Q DRY WT. COMP. SPEC.« R % MOISTURE CONDITIONOF MOLD .CL S HT. COMPACTED SPECIMEN O ` T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E — F K =J =G CONE .1667 — L =K= (100 % +N) Q =O +(100 % +N) SM. RING. .0143 .1810 R = (P—Q) _ Q V.= FACTOR x Q= $ LG. RING .03012 .1969 I Test Method Calif. 216 -F ❑ BILLING WILL 8_.MAQf A) %v� p1t1A I • I 1 ]tit, i� BY RESIDENT ENGINEER (CITY ENGR.) .9011._03.1 RELATIVE COMPACTION METHOD A ❑ 13 SUMMARY. RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY %3 ... MOISTURE RC = % SPECIFICATION: NL -%:. END OF MONTH I :ROINEER 1 ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section T "T NO. C— 3 /�G �6Cuntrnl tart{ RELATIYE'...COMPACT T. NO., O °R..,aaF ! i u Iw O. OR P.O. OR AHFPt materials a ally enterin into W K! • ' °'�o4I %. 7` PROJECT -- (g _s:e RESIDENT ENGJN%EI IIQ SEND REPORT //TO COp LOCATION /b TN .S REPRESENTING LIMITS— TYPE MATERIAl L. T DATE IN PLACE DENSITY Al INITIAL WT: - TESTSAND :LAG B WT. SAND RETAINED C.Q. 1 C WT. SAND USED 4 '- D TEST SAND DENSITY N E VOLUME SAND USED WET WT. R ; F VOLUME CONE + RING G VOLUME TEST HOLE ",& G H JWT. EXC. SAMPLE + TARE Z I. TARE WEIGHT O J WET WT. EXC. SAMPLE J K WET DENSITY IN PLACE " L DRY DENSITY IN PLACE ION ❑ DATE REPTO.. :ontroct, use f �toct item --- .F Y RACTOR O EWYE AoFatcv ,MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ RT LT . OF (L STA 7#- d?� H Z Z T ©:, .1 a BELOW FINISHED GRADE I METHOD A; ?' - MOISTURE SAM. PLE MAXIMUM.DENSITY RAT E DATA :LAG WET" W T. MOLD NO. C.Q. 1 DRY WT. 31 4 '- qa MOIST-..,, M N SP. GR. WK . - WET WT. R ; P DRY WT. FIW WET WT. DRY WT. - Q TOTAL DRY WT.� ROCK CORR.MAX.DENSITY R • MAXIMUM.DENSITY RAT E DATA MOLD NO. C.Q. 1 C. C 2''' 31 4 '- 01 INITIAL WT. SPECIMEN - - P WET WT. AT COMPACTION Q DRY. WT. COMP. SPEC. - R % MOISTURE J s " CONDITION OF MOLD S HT:. COMPACTED SPECIMEN =a T WET DENSITY I ja 6. VI DRY DENSITY CONV. FACTOR --0.592 FACTOR x Q = .''.'a;` =' VOLUMES, C.F. -_'': . C =.A — B E = C ='D UNIT CONE +IY G =.E- F K= J+ G CONE .1667 - L = K = 1100% +N) p = 0 = I100 %, + N) SM. RING 0143 .1810 R = (P-Q) + Q ;.V = ,FACTOR x Q> S LG. RING .0302 1 .1969 1. REMARKS: Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR.) Y30t 1-03.1 METHOD A ❑ B SUMMARY RETARD WHOLE NUMBERS IN OPT. PLACE y DE3JS4.TY M015�1 RC q! % TENT. RC =% SPECIFICATION: NL_?5-%. ❑ BILLING WILL BE M, AT END OF MONTH n i it I BY f ATERI E 'RELATIVE COMPACTION Areliminary tests prior COUNTY OF ORANGE to award 0. t.contract. ROAD DEPARTMENT C -- j�Q�.► Material Testing Section 4 TEST NO. C— Toffy FIELD NO. E COMPACTION CUNT °.° fY! it COnf rol tests on .O. A P.O. OR AHFPI materials actually - y ^�K h entering into works. DA 7E REPTD. -` contract, use contract item PROJECT; /l . S' AGENCY 04(e -E q.0 12�� .i RES IDE64T`'ENG IN EER (INSPECTOR) �� Sr.SOn/ CQN.XRACTOR G�Fi� 7,:� OUTSIaE SEND REPORT TO: CONSTRUCTION ❑ AGENCY MA.fNTENANCE ❑ SUBD. PERM ITS ,❑ .. LOCATION l( Tyr %,L /,,' Z V A/ f 3 .. RT OF& TA � `- "f Al REPRESENTING LIMITS TYPE MATERIAL ( -`; DEPTH' "s jl TO' �7 BELOW FINISHED GRADE DATE ^ - G 7 TESTED BY: Al.- /1 -,ezv -I- t Y i Ir F i • MAXIMUM DENSITY RATHOLB•:DATA MOLD NO. 16 '2 3 4 01 INITIAL WT. SPECIMEN �aoo .2faao P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD off- o ✓�� S HT. COMPACTED SPECIMEN T WET DENSITY i .9 /26-d V DRY DENSITY CONV. FACTOR--O.592 FACTOR x Q = VOLUMES, C.F. C= A- 8 E= C- D UNlr CONE +UNIT G =E - F K =J - G CONE .1667 - L = K - (100% +N) Q = 0 - (100% + N) SM. RING .0143 .1810. R = (P-4W -Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • J RESIDENT ENGINEER (CITY ENGR) F3011 43 1 BILLING BY RELATIVE COMPACTION METHOD A ❑ B CT' SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE ° �T RC= 93 %: TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH n IN PLACE DENSITY J J A I INITIAL WT. TEST SAND c c M B'WT. S SAND RETAINED G- W WT. SAND USED 9 9'] f D T TEST SAND DENSITY ffDR E V VOLUME SAND USED - - P F V VOLUME CONE + RING S SPr.GR. ROCK G V VOLUME TEST HOLE - -7° W WET WT. ROCK H W WT. EXC. SAMPLE + TARE D DRY WT. ROCK 1 T TARE WEIGHT , , p 0 W WET WTPR - J W WET WT. EXC. SAMPLE t to K K W WET DENSlTYIN PLACE - - L L D DRY DENSITY IN PLACE • MAXIMUM DENSITY RATHOLB•:DATA MOLD NO. 16 '2 3 4 01 INITIAL WT. SPECIMEN �aoo .2faao P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD off- o ✓�� S HT. COMPACTED SPECIMEN T WET DENSITY i .9 /26-d V DRY DENSITY CONV. FACTOR--O.592 FACTOR x Q = VOLUMES, C.F. C= A- 8 E= C- D UNlr CONE +UNIT G =E - F K =J - G CONE .1667 - L = K - (100% +N) Q = 0 - (100% + N) SM. RING .0143 .1810. R = (P-4W -Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • J RESIDENT ENGINEER (CITY ENGR) F3011 43 1 BILLING BY RELATIVE COMPACTION METHOD A ❑ B CT' SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE ° �T RC= 93 %: TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH n REMARKS: Test Method Calif. 216 -F • J RESIDENT ENGINEER (CITY ENGR) F3011 43 1 BILLING BY RELATIVE COMPACTION METHOD A ❑ B CT' SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE ° �T RC= 93 %: TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH n ❑ Preliminary tests prior COUNTY OF ORANGE �. to sword at contract. ROAD DEPARTMENT - - '. Material Testing Section �' TEST NO. C- 3 Q 0 -57 _ FIELD NO: Control tests on E COMPACTION COOT. NO -OR. - P JM O. OR P.O. OR AIiF PI' " materials actually entering into works. DATE REPTD. If contract, use contract item PROJECT ll ?4 i4 7. A.GENCY��i✓. 6. RESIDENT ENGINEER (INSPECTOR) ,to,-r '.CAIA/ CONTRACTOR / --�i., GFiTT SEND RE PORT TO; CONSTRUCTION ❑ AGENCYE MAINTENANCE ❑ SUBD. ❑ PERI{li$❑ ;.. LOCATION- l(- =-;CT "R'- -< 40 (j §T) LT OF IL STA- 45- 2c' REPRESE-%TING LIMITS TYPE MATERIAL -7 - DEPTH TO 7 BELOW FINISHED GRADE - DATE " - C % TESTED BY: IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED _ C WT. SAND USED .'e •J 6� D TEST SAND DENSITY - - E VOLUME SAND USED WET WT. ROCK - F VOLUME CONE + RING ° 0 G VOLUME TEST HOLE DRY WT. - -- H WT. EXC. SAMPLE + TARE - -, I TARE WEIGHT CORR.MAX. SITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE yz, L DRY DENSITY.IN PLACE - - ,,.QETHOD A MURE SAMPLE 'r FIELD. LAB WET WT. MOLD NO. _ DRY WT, -- - - 4 % MOIST. M -.N - - SP. GR. ROCK - WET WT. ROCK - .. ""'.. DRY WT. ROCK - - WETWT. -Ad DRY WT. - -- Q TOTAL DRY WT. %ROCK CORR.MAX. SITY R REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F301 1,,413 RELATI METHOD A ❑ B I� SUMMARY .RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY /33 MOISTURE RIC % TENT. 'RC = % SPECIFICATION: AT END OF MONTH V MAXIMUM DENSITY RATHOLE DATA MOLD NO. 11-611- 2,C, 3 4 01 INITIAL WT. SPECIMEN eo - P WET WT. AT COMPACTION .� 00 Q DRY WT. COMP. SPEC. - R % MOISTURE CONDITION OF MOLD ^' ,y- S HT. COMPACTED SPECIMEN T WET DENSITY x V DRY DENSITY CONV. FACTOR--O.592 FACTOR x Q = VOLUMES, C.F. - C = A - B - E = C - D - - UNIT CONE +UNIT G =E - F - K = J +G CONE .1667 - L (100% +N) I Q = O _ (100 %+ N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F301 1,,413 RELATI METHOD A ❑ B I� SUMMARY .RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY /33 MOISTURE RIC % TENT. 'RC = % SPECIFICATION: AT END OF MONTH V - Preliminary tests prior - r COUNTY OF ORANGE to award of contract. - - ROAD DEPARTMENT 0 !Material Testing Section TEST N.D. C— 30 2, - �° - PlIiLD NO _3 _5 RELATIVE COMPACTIQ,N eONT "° °R Y� Control tests on Iw o. bR P o oR'a 'IF It ' materials actually _ "- �- "' entering into works.`` t 7.5 - - If C° r i Use Conrecf ite1R DATE REPTD s_ 'PROJECT sa RESIDENT E SIDE �`TORI'� ° �s CONTRACTOR OUTSIDE SEND REPORT TO: CONSTRuy AGENCY MAINTENANCE' ❑ SUBD. ❑ PERMITS ❑ LOCATION 7't - -;WSJ' .1, /�'d7 LT OF STA =')'�0 REPRESENTING 44T It•� ~ TYPE MATERIAL —DEPTH -• /Y TO 4.7 BE LOW.FINISHED GRADE I DATE -�i - _ - G 7 TESTED BY: 71.5 -: rE0,Y A—LWT MOt E SAMPLE FIELD - LAB . - 1 AA . 3 4 T. • , >M _N - ROCK.. .. ROCK - -'., P . ROCK RDRYWT, 'a 06 T. _ . - Q DRY WT: CK AX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 AA 2 3 4 01 INITIAL WT. SPECIMEN '2 4 00 P WET WT. AT COMPACTION 'a 06 Q DRY WT. COMP. SPEC. R % MOISTURE i q r Q CONDITION OF MOLD t6 S HT. COMPACTED SPECIMEN Q, f T WET DENSITY V DRY DENSITY -" CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C = A — B - '- E=C— D - UNIT CONE +UNIT G =E -F K =G CONE .1667 - L= K >(100 % +N) Q =0 =.(100 % +N) SM. RING .0143 .1810 R = (P-Q) _ Q V = FACTOR x Q _ S -LG. RING 1 .0302 .1969 REMARKS: Test Method Calif. 216 -F • f■ T 1 B• iIN METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN . OPT.. PLACE DENSITY !26 13-7 MOISTURE RC= q2 % TENT. RC = % ISPECIFICATION: NL_ %_ 3111A TER IMM -PNGI NE ER- RESIDENT ENGINEER (CITY ENGR) $_ a F3001 43 RELATIVU COMPACTION iy .�: ECEIVE ;.; AUG. :1967' PUBLIC"",QEpL f I : JULY 20, 1967 SOUTHWOR N AM STEVENS 116 E: i0" !STREET COSTA NESAf CALIFORNIA ATTENTIONI MR. DON STEVENS SUBJECTI CONTRACT NO. 1083 -e (MPROvEIO:NTB TO 16YM STREET rRON IRVINE AVENUE TO SEAGULL LANK DEAR SIR: THIS WILL CON►IRN OUR CONVERSATION Or THIS DATE CONCERNING THE PROPOSED IMPROVEMENTS AT THE INTERSECTION Or 16TH STREET AND IRvINE AVENUE, A. THE CATCH BASINS WITHIN THE CITY Or COSTA MESA WILL BE CONSTRUCTED AS Los ANGELES COUNTY STANDARD CATCH BASINS WITHOUT LOCAL DEPRESSIONS. THEY WILL BE CONSTRUCTED WITH BULB ANGLE INLETS AND DEPRESSED GUTTER 4,10Ee11933 WHICH WILL PROVIDE THE HYDRAULIC CAPACITY REOUIREO. THIS CHANGE WILL BE MADE AT NO COST TO THE CITY Or COSTA VS SA. B. THE Gomm COMPANY NAY AT TNEIR OPTION AND AT NO ADDI- TIONAL COST TO THE CITY Or COSTA MESA RECONSTRUCT THE ENTIRE INTERSECTION WITH THE STRUCTURAL SECTION BEING USED ON THE REMAINDER Or 16TH STREET NTCINAJ VERY TRULY YOUR$# HUNTER T. COOK PROJECT ENGINEER �J 4 }� CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE JULY 28# 1967 T6* 6Hir►tTN CoNPANY P. 0. Box 87 COSTA MESA. CALt►ORNRA ATTENTION* SUBJECT: I1DROYENENT or 1(ww STREET# (RYRIR: AYENIK TO DoYER DRI E Gllof -3 WE ARE TRANSMITTING THE FOLLOWING* No. COPIES DESCRIPTION 3 REMARKS* CHARGE ORDER PLEASE SIGN AND RETURN THE ORIGINAL AND ORE COPY. RETAIN ONE CO ►Y root YOUR rILES. COPIES TO* BY *_!/`�' Go P. DUNtGAN# JR. FIELD ENGINEER i 0 NEWPORT —MESA UNIFIED SCHOOL DISTRICT 1601 SIXTEENTH STREET NEWPORT BEACH, CALIFORNIA 92660 TELEPHONE (714) 646 -3224 June 21, 1967 BOARD OF EDUCATION JAMES W. PEYTON. rrt s�o wr DONALD A. STRAUSS, a[xn MARIAN C. BERGESON, w[w eEn LLOYD E. SLANPIED,JR., w[weu ELIZABETM M. LILLY, wu..Ee RODERICK M. MACMILLIAN, w[weEe EARL G. PETERSON, w[w e[o Mr. Hunter T. Cook Project Engineer City of Newport Beach Public Works Department 3300 West Newport Boulevard Newport Beach, California Subject: Improvement of 16th Street from Irvine Avenue to Seagull Lane - Project 1083B Dear Mr. Cook: Your letter of June 19, 1967, enclosing a copy of the bid summary for the 16th Street project, has been received. Inasmuch as the bid summary and cost estimate show a total cost to the district of $23,000.00 or less, which is the amount approved by the Board of Education of the Newport -Mesa Unified School District in ratifying plans as previously submitted, I am authorized to approve this project on behalf of the district. Sincerely yours, R;70. Andersen Administrative Assistant - Special Services ROA:clp C 1` � C /oN36 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE •NINE 191 1967 TO: NLM►oRT-IkSA UNIrIto SCHOOL DISTRICT 1601 • 16TU STREET NLIHORT 5CACNj, CALI►ORRIA L ATTENTION: MR* ROY ANDERSON SUBJECT: INpRoVLNLNT or 16TH STRLLT rRON IRVINE AVENUE TO SLASULL LANL•.PROJLCT 10838 WE ARE TRANSMITTING THE FOLLOWING: ND. COPIES DESCRIPTION FINAL LSTINATt or DISTRICT'S SNARL Or PROJECT 10638 810 SUNNARY- -CONTRACT 1083 REMARKS: FOR YOUR IWORNATUON AM rILC• TNL ATTACUED [BTIIIATE IS BASED ON TUC BID IRICCS ACTUALLY RtCtIVLD• THE rINAL COST TO TNL DISTRICT VILE BE BASCO ON TUC QUANTITIES ACTUALLY CONBTRUCTLD) TNtst BNOULO NOT VARY SIQNIPICANTLV rRON THE QUANTITIES USED IN TNL ATTACUtO LSTINATC. COPIES TO: By: LATER To om PROJECT ENBINLER CITY SEWPORT BEACH - PUBLIC, WORKS ATMENT ESTIMATING FORM PROJECT PROJECT 10838 - 16TH STREET FROM IRVINE TO SEAGULL BY:BWL Q PRELIMINARY DIVISION -", I-)IC DATE JUNE 7, 1967 )W FINAL NO. ITEM QUANTITY UNIT PRICE AMOUNT 101 CLEAR AND GRUB 19% # 110.00 102 EXCAVATION 1474 C -1 1.50 20211.00 103 AGGREGATE BASE 1076 T 2.50 20690.00 104 ASPHALTIC CONCRETE 596 T 6.25 ,725.00 107 CHAIN LINK FENCE RELOCATION 786 LF 1.40 1,10o.40 112 CURB AND GUTTER 1534 LF 1.80 2#761.20, 114 CONCRETE SIDEWALK 9D83 SF 0. I II DRIVEWAY APPROACH 711 SF 0. 128 Ammmg CONCRETE lklm 357 LF 1.00 157.00 III LINE TREATED SUBBASE 2719 S -1 0.40 1,087-60 LINO 17 T 28.00 4 6 oo rU2 IS 2. Imancytow AND TES 1 100.00 10000.00 Sue-T Sue-ToTAL $20,732.75 SAY 21 000.00 CONTINGENCY 2,000.00 TQTAt 2 000.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD To: CITY OF COSTA MESA COSTA MESA CALIFORNIA ATTENTION: MR. E. O'DONNELL e- /o53I3 DATE JWNE 13, 1967 SUBJECT: INPROVEMEN OF 16m STREET FROM IRYINE AVENUE TO DOPER DRIP[ PROJECT 10638 WE ARE TRANSMITTING THE FOLLOWING: N0. COPIES DESCRIPTION I BID SUMMARY - CONTRACT 1083 I QUANTITY BREAKDOWN FOR PROJ96T 10830 REMARKS: FOR YOUR INFORMATION. IT APPEARS THAT THE TOTAL COST FOR THE COSTA MESA PORTION OF THE WORKS INCLUDING EN0INEERINGS ENSPECTIONj TESTING AND OVERHEAD WILL BE SOMEWHAT LESS THAN THE $14poo ORIGINALLY BUDGETED. THE ACTUAL COST WILL BE COMPUTED AT THE CLOSE OF THE CONTRACT. WE WILL NOTIFY YOU AS SOON AS A FIRM CONSTRUCTION SCHEDULE IS OBTAINED FROM THE CONTRACTOR. COPIES TO: BY: 'PAGE 3 f 2. PROJECT 10838 16TH STREET. FROM ' IMPROVEMENT'OF AVENUE TO.DoveR DRIVE A. ACCT. NO. 26-3379-038c iris ALL WORK WITHIN THE CITY OF COSTA MESA B. 26-3379-0345 ALL:STREET IMPROVEMENT WORK SOUTHERLY OF THE CENTERLINE OF 16TH ST. ADJACENT TO THE HIGH SCHOOL EXCEPT A 12— FOOT STRIP ADJACENT TO THE CENTERLINE. C. 02-3497-133 ALL DRAINAGE FACILITIES EXCEPT WORK WITHIN THE CITY OF COSTA MESA ,D- 50-9297-041 BID ITEMS 129 & 130 . E • 19-3379-038 ALL OTHER ITEMS INCLUDING STRIPING AND SIGNING AN INFORMATIONAL BREAKDOWN OF PROJECT QUANTITIES IS PROVIDED AS 1. FORTROJFCT 1083A. ld 9 Z a a F- Z r M M— r-- N — — — -7 O O O M Q — CQ CQ O L LrN lsp p\IOQ O 00 o m 1 N O O 1 1 1 1 1 1 1 IrN1 1 1 1 ' 1 1 :1 1 1 1 1 1 1 1 1 '1 S 1 1 M -t \,O \,O "o -t M— r- _mr- � -t O 1 1 1 111 1 O 01 r- 1 1 1 1 1 1 1 1 1 1 M 1 1 (1 O N�00 111— N — �O pp.7 01— — �• — — pp N M -t-21 r-p 1 \p i 1 Y i . Y 1 Y 1 1 1 1 0 1 1 1 1 r O\ .- -W fn } Z ZU-U) W W lL v 4. W U U U U U .[ ! } O 0 . e q 4. • e Q Q Q Q g 4. . 0 J U F- F- J J W W J� f n (n J J J W W W W W W J J J J N F- \0 N M.7 1 1 �n — m - co J .i •i (1 _� ro _. L: U J J x J u• r a cr u u o o u o cr u z >uu Ja ro uu u f i x� a —ter ¢u w w - 2 w Z9.2g,19. N— II r • w> • • u • co \D w> u v 3 1 3 z u D] w X- U z J 0 0 D c- 0 0 3 3 z z J j W w 0 0 .6 (! -¢ \O N' CO 0 0 u J O U N • -j '- U W QQ l�G_ d duU tnp MN -UUQ 6]U'7U d -(}JJ U U U U NM-*- O -N M.7 to \O � 010 - N M.-t \0 rco a,O - N QC OO2S? = =z = = = -N�NNN NSV NN MMM I a CITY Asawrm /EACH a PWLOC WW" NT ESTIMATING EOW DIVISION DATE 6--2 C Ka Bps PREI I M I Nr FINAL NO. ITEM QUANT M. • UNIT PRICE AMOI➢NI' l0 73 SIM /o r7Za v Z L /300 l; r vy L 2 4Z7f /ok, �s Goy Al / LA /00' 121 lZ 4- 0 Zoo i i X30 .c3 /ooa i t97 T ek, -y3 9yo 3` 72 76 3 if // 9coo �L 22/ Go CITE' PWWW KACH - MJ8L3C. wm* W NT ESTIMATING FOW PROJECT p BYs__�C�� PREL 1141 -DIVISION DATE -7 CO" EBNAL t- No. ITEM QUANT 8 TY. UN & T PRICE AMOUNT 4a 0 ' /73 d 3/27 J19 /zo lZ� / /poop iZ if / !DO ti " /D 79 J f C I7Y AtwW BEACH e IAIDI C Wms,wtwwr ESTIMATING FOW �Jres'` BYa $W j¢.yee 'ys�.r /cr �.vriet� Q/. MBEI11181 DIVISION DATE �_7 M FIMAL ot.l 31 r MO. ITEM QUANTITY. UNIT PRICE AMOUNT /o/ /a 7 6 T Z 0690 37 2l /o ve L %L/Zr- 9e93 ,� c 3' o� �/ 7 / e %// t ' / 0 17 leo 6 / � 67 Zo Tor- Z o� t 4L yI, 91 C. /Deg 3 WILLIAMSON and SCHMID CIVIL ENGINEERS 1535 EAST FIRST STREET SANTA ANA, CALIFORNIA 92701 PHONE 547 -6721 May 18, 1967 Mr. Hunter Cook Engineering Department City of Newport Beach 3300 Newport Boulevard Newport Beach, California Re: Sixteenth Street Dover to Irvine Addendum to Plans & Spec Dear Mr. Cook: Enclosed herewith are a suggested addendum and revised quantities for the items affected by deleting the work between Sea Gull Lane and Dover Drive. The contractor's attention is directed to the following changes in the Contract Plans for the improvement of SIXTEENTH STREET from Irvine Avenue to Dover Drive. Sheets 3 of 6, 4 of 6, and 6 of 6 revised are included herewith. 1. All work has been deleted southerly of the existing southerly curb to Dover Drive as detailed and outlined on Sheets 3, 4, and 6 mentioned above. The existing curb and gutter shall remain in place. 2. A revised curb and gutter transition is detailed between Station 24 +45.79 and the end of the existing curb at Station 25 +23. 3. The deletion of the above mentioned work alters the amount of work required of the contractor on the follow- ing Bid Items of Work as listed below. 101 Lump Sum 102 3042 Cubic Yards 103 3064 Tons 104 1785 Tons 109 Delete 112 1534 Lineal Feet 114 9083 Square Feet 115 711 Square Feet 117 Delete 125 Delete 131 7863 Square Yards 132 48.7 Tons Clearing and Grubbing Excavation Aggregate Base Asphalt Concrete Relocate Existing Street Light Concrete Curb & Gutter (811 cf) Concrete Sidewalk Concrete Drive Approach 30" Reinforced Concrete Pipe 1100D Catch Basin (L.A.C.F.C.D. 2D -163) with Local Depression (City of N.B. Std. 301L) d =10' Lime Treated Sub -base (611 thick) Lime STRUCTURES • HYDRAULICS • SURVEYING • LAND PLANNING • HIGHWAY CONSULTANTS r 0 City of Newport Beach Re: 16th St., Dover to Irvine 0 May 18, 1967 Page two If you have any questions, please do not hesitate to call. BWW /sh Sincerely yours, B. W. Williamson 2 P"LIa MORNS (ALSO 89KT TO P,U R, POLICE DEPT*, AND F I Rt: Dim.) QENCRAL SCRVICCS DCPARTNENT PUBLIC WORKS DEPARTMENT STRCCT PROJECT • COIIBINCD PROJECT 1W"7 /oB.? e MAY. h* 196T HCRCVITN, ION YOUR INIORNATION, PLEASE /INIk 009 OCT or PRINT& OI THE SUBJECT STREET IMPROVEMENTS* WORK ON THESE PROJECTS IS ERPCCTCD TO BEOIR ABOUT THE IIRST O/ JULY, 196T. (I YOU HAVE ANY QUESTIONS REOARDINO POSSIBLE COMMICTS BET.VEEN THIS CONO . STRUCTION AND YOUR OPERATIONS, PLEASE CONTACT PAT DUHIQAH, OUR FLEW 6NOINEER• DEREK He WHITE ..�.'... ".:' DESISN ENQINEER . DiMtJR , CCt PAT Dole" i I. i PUNLIC WOMS MAY ka, 1967 FIELD C119111EER DESIGN FH8116EER STREET PROJECT - COM INCA 19 "7 C -1083 ATTACKED AMC 3 SETS OF PLAHSI SPECIAL PROVISIONS AND PROPOSALS FOR YOUR USE. IF YOU IlE[O MORE SETS, LET RE KNOW. DEREK WHITE D AdIJR ATTCH. ALSO SENT TO SOUTHERN COUNTIES GAS CO. MR. "PAT DEVINE, CONSTRUCTION AND MAINT. SUPER 1919 SOUTH STATE COLLEGE BOULEVARD ANAHEIM, CALIFORNIA SOUTHERN CALIFORNIA EDISON MR. H. TEAGLEO DISTRICT SUPER. 583 MAIN STREET H.B. PACIFIC TELEPHONE COMPANY MR. A. SCHWARZ, SENIOR ENGINEER 311 E. BALBOA BLVD. NEWPORT BEACHS, CALIFORNIA) 92661 GENTLEMEN: MAY 3, 1967 /06p3 6 HEREWITH PLEASE FIND ONE SET OF PRINTS OF A COisSiNED STREET IMPROVE- MENTS CONTRACT NO. 1083 FOR FISCAL YEAR 1966 -67. TXIS CONTRACT CON- SISTS OF SIX INDIVIDUAL PROJECTS AS SHOWN ON THE TITLE SHEET. THESE PLANS HAVE BEEN TRANSMITTED TO YOUR OFFICE AT EARLIER DATCS' FOR YOUR REVIEW AND COMMENTSs WHEREVER ANY POSSIBILITY OF CONFLICTS SEEMED TO EXIST. WHERE PROBLEMS DID EXIST ARRANGEMENTS HAVE BEEN MADE TO RESOLVE THEM. THESE FINAL DRAWINGS ARE INTENDED TO INFORM YOU OF OUR CONSTRUCTION PLANS. THE BIDS FOR THIS WORK WILL BE OPENED JUNE 5, 1967 AND WORK IS EXPECTED TO BEGIN THREE WEEKS THEREAFTER. PLEASE ACCURATELY LOCATE YOUR UTILITIES IN THESE AREAS AND REMOVE ALL FACILITIES THAT CONFLICT WITH THESE PLANS PRIOR TO THE END OF JUNEy 1967. SHOULD ANY SUCH CONFLICTS STILL ARISE DURING CONSTRUCTION, IT WILL BE THE RESPONSIBLITY OF YOUR COMPANY TO RESOLVE T14E PROBLEM IMMEDI- ATELY, AT THE CONTRACTOR'S CONVENIENCE' AND AT THE DIRECTION OF THE CITY ENGINEER. IF YOU HAVE ANY QUESTIONS, PLEASE CALL ME AT 673 -2110p EXTENSION 26. VERY TRULY YOURS, DEREK H. WHITZ DESIGN ENGINZZR DH. -h NAJ ENCL: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION f FROM: CJ[ Li.a,� >St�,c/ IN PERSON '—I FIRM: GU 's TEL.. `.JELCON I ✓r To: _ c�c FIRM: TEL. a NO., INIT. DATE P.W. DIRECTOR I ASST.P.W. DIR. DATES UTILITY SUPT. OUTLINE // OF INFORMATION RECEIVED IiI a VEN I —I TRAFFIC ENGR. %"� /ic %O"�K .u�A/STE^�v/ ASST. CITY ENGR. "T.� �.•C L�r L-Tfl +SUBDIV. ENGR. /2 QU,�w,./,>r tit$ L✓,L� -_. :DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. Z) A3 zGz ;) / 3 S Lo L SECRETARY SUBJECT: A- FILE: 6'-/0 �',393 Z DATES OUTLINE // OF INFORMATION RECEIVED IiI a VEN I —I 239 / %"� /ic %O"�K .u�A/STE^�v/ �/s � L�NGO.� /1 "T.� �.•C L�r L-Tfl /2 QU,�w,./,>r tit$ L✓,L� -_. 37 ,c% Z) A3 zGz ;) / 3 S Lo L Sly </ -'L, ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C° IN N0. BLOCK. X57 DATE DUE S3 r Z 239 / 37 ,c% ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C° IN N0. BLOCK. X57 DATE DUE S3 r CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF F� ORAL INFORMATION FROM: cTraG/J o.ul!'/ ✓.tom /o�i /� IN PERSON I FIRM: /�.OL.) TELL) - 6.33'3/. 4J . _TELCON I of NO.,: I IT. DATE 9i: P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. : ASST. CITY ENGR. + SUBDIV. ENGR. DESIGN ENGR. CO -OP. ROJ. ENGR. FIELD ENGR. 3 SECRETARY To` . -comle- FIRM: AA TEL. SUBJECT: A Nv�oc�ae✓ %`!� STAU.(� FILE'. DATE: OUTLINE OF INFORMATION RECEIVED I Vr LIVEN ICI Alt-- /�'��.� IJ4Jt� 7JvCC�Mt. 2irs �N Y / ✓tom .L /NFL �� �LJLS / ✓(s /✓o/�s3 S —J / ✓0 [� CS c= C.a (�/Zy T.(l i.V! /2/ O/L/J Ci� X02. US Ta �o A /.��ap_ /-o.c C't,�C>'b /.✓ / ✓ca G� /�. .. K.clo [.) i� L_ N.o��. ,�2•/ /7�zo /7.0 C3 �/S 7 .QL nC�.< >H��L.! /� L..7 CS G tS.L Ga TE.-r - Ti ✓L�.� -�Td .ti.cz, �/">c.c.>ioni' •=2oy /✓!a'. %7ilo✓ vCT ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "Cot IN NO. BLOCK. DATE DUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: _ o14 IN PERSON I FIRM: TEL.. _TELCON I I To: . I `� / ." s opt FIRM: TEL. • NO. INIT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. !SUBDIV. ENGR. .DESIGN ENGR.. CO -OP. ROJ. ENG . FIELD ENGR. SECRETARY SUBJECT: FILE: DATE: -� OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN I I "V �S✓J Ll b 1� i t-. �c: � tic i � fi.a»'� c� 5 A L. / Tti au w,L .q-l> V S ACTION REQUIRED Q —Wu s G llA �1 A Z -)1714 +.c s, PERSON RESPONSIBLE Gm e c- -'t:> �?cz c. L NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C° IN N0. BLOCK. DATE DUE STATE OF CALIFORNIA — TRANSPORTATION AGENCY RONALD REAGAN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 7, P.O. BOX 4304, LOS ANGELES 90054 620 -3700 April 6, 1967 07- Ora- 0-NptB SS Project 79 Section 186.1 Mr. Benjamin Nolan City Engineer City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Sir: SS Project 79 has been reviewed and is approved for Collier -Unruh financing. The project provides for the improvement of 16th Street from Irvine Avenue to Dover Drive. The project is approved on the basis of stage construction toward an ultimate geometric section providing four 12 -foot traffic lanes and two 8 -foot parking lanes. We understand that this project will be constructed under one contract which will include several projects. This appro- val covers only the work proposed under Project 79. Very truly yours, A. C. BIRNIE Deputy District Engineer By 4V v X" & A. A. SMITH Assistant District Engine RECFIVED APR 131967 PUBUC WOMS DEPT. �• 61- Alpsls APRIL 4, 1967 DIVISION OF HIGHWAYS P.D. BOX 2304, TERMINAL ANNEX LOS ANOELESS 54, CALIFORNIA ATTENTION$ MR, A.A. SMITH SUBJECT$ SELECT SYSTEM PROJECTS DEAR SIR$ THE FOLLOWING INFORMATION IS SUBMITTED IN DUPLICATE FOR YOUR REVIEW AND APPROVAL* to PROJECT 52 - TRAFFIC SIGNAL . PALISADES Roo 0 JAMBOREE Roo A. TRAFFIC SIGNAL WARRANTS 20 PROJECT 57 - PLACENTIA Ave. 0 PRODUCTION PLACE A. CU -3 B. CNB DRAWING R- 5043 -S* SHEET* (1)-(3) C. PROPOSAL ITEMS 3. PROJECT 79 - 16TH STREET FROM IRVINE AVE. TO DOVER DRIVE A. CU -3 e. CNB DRAWING R- 5089 -S, SNCCTS (1) -(6) C. PROPOSAL ITEMS THE CU -3 AND OTHER PRELIMINARY DATA FOR PROJECT 52 WAS SUBMITTED PREVIOUSLY. PROJECT 79 WILL BE CONSTRUCTED AS STAGE CONSTRUCTION. GAS TAX FUNDS WILL BE USED TO FINANCE THE CENTRAL 24 FEET OF ROADWAY BETWEEN IRVINE AVENUE AND SEAGULL LANE AND FOR ALL WIDENING BETWEEN StAGULL LANE AND DOVER DRIVE. J r 0 PAGE 2 SUBJECT: SELECT SYSTEM PROJECTS THE PROJECT HAS BEEN DESIGNED FOR MINIMUM WIDENING ON THE NORTHERLY SIDE OF 16TH STREET. A CHURCH WITH AN EXTENSIVE RETAINING WALL ABUT 16TH STREET ON THE NORTH BETWEEN SEAGULL LANE AND DOVER DRIVE. WIDENING IN THIS AREA WOULD BE EXTREMELY EXPENSIVE. THE STREET WILL CARRY A RELATIVELY LOW TRAFFIC VOLUME AND IT IS EXPECTED THAT THE TWO LANES WHICH WILL BE AVAILABLE ON COMPLETION OF THIS PROJECT WILL BE ULTIMATELY SUFFICIENT. IF IT IS FOUND THAT FOUR LANES ARE REQUIRED IN THE FUTURES STEPS WILL BE TAKEN AT THAT TIME TO ACQUIRE THE NECESSARY RIGHT -OF -WAY. STANDARD TWELVE FOOT LANES WITH EIGHT FOOT PARKING LANES (OR LARGER) WILL BE PROVIDED IN BOTH DIRECTIONS. BIDS WILL BE OPENED FOR PROJECT T9 ON MAY 1. IT WILL BE TRULY APPRECIATED IF YOLR APPROVAL CAN BE ISSUED PRIOR TO THAT DATE. IF YOU HAVE ANY QUESTIONS REGARDING THESE OR ANY OTHER SELECT SYSTEM PROJECTS PLEASE FEEL FREE TO CALL ME. VERY TRULY YOURS HTC:NAJ ATTSI HUNTER T. COOK COOPERATIVE PROJECTS ENGINEER Form CU -3 Exhibit T COLLIER -UN& LOCAL TRANSPORTATION D OPMENT ACT PROJECT STATEMENT OR REQUEST FOR DEVIATION AUTHORIZATION State of California Department of Public Works Division of Highways (Through District Engineer) Project No. 79 From: City 0 County ❑ of NEWPORT BEACH Date' APRII 40 1467 Your concurrence or approval is requested in the use of 1.04¢ funds or re- ceipt of matching credit for the following project which: ® is designed in accordance with approved standards. involves a deviation from approved standards. © is designed to meet approved standards through "stage construction." DESCRIPTION OF PROJECT Name of Street or Road 16TH STREET Termini IRVINE AVENUE TO DOVER DRIVE The proposed work consists of: ® Prel. Engr. ®Constr. Engr. ❑ Landscaping []Other SIDEW, Length Miles. ® Grading Bridge ❑ Signals ® Curbs ® Paving 1D R/W ❑ Lighting ® Drainage kexplain) and will be performed by: ❑ Day Labor © Contract ❑ Subdivider ❑ Other (explain) under the direction of: tn City ❑ County ❑ State ❑ — o er -exp a n TRAFFIC ADT upon completion 8,OW DESIGN ADT 10 000 SEE CNB DRAWING R- 5o89 —s SHEET (1) - (6) GEOMETRIC SECTION (Est. tots in all anes ❑ 10 years after completion ❑ 20 years after completion) LEFT SIDE MEDIAN RIGHT SIDE Propose R/W 4 4 7 Lane 6 Lane a) a) P'd �+ Z 1~ Width G Width z 1~ a � a) >~.� o a3 a) 4� a3 ca a) o ca 3 ::s % roa� a ro N U a rroi •rl a) a) 0 'Cl 40:S a 3 'O 0 P o 4> z O 'C a) 0 rl cd 4� -H q ,I r-I ro H r 3 ro , 1 e c ca 3 ri x ro, x In m ro ,a ca r ro m k cn 'o x a3 4� Q ro +� o ca H 0 •rt G o �5 r 4 >~ o d 0,4 0[ •rI P4 P. o o z H H H H o P. o a P+ H 3 v N 3 10 8 1E - 0 0 - 12 8 10 40 60 0 1- 0 0 - - 1 i 50 8 8 112 0 0 12 - 12 8 8 64 80 STRUCTURAL SECTION Traffic Index 7 Note: Explain rea- Thickness and Type sons for e s Surfacing than standard wi�ths and g thicknesses, special Base construction features, Subbase (STS) et on reverse side. At&8h sketches it necessary. Existing Proposed Ultimate R -Value <5 ❑ Other Method(see note) Existing Propose U ima 4 4 7 6 6 iTr; m� reauz'('�ofli' cia�- U TER COOK COOPERATIVE PROJECTS ENGINEER Official e CITY OF NEWPORT BEACH CALIFORNIA rM' March. 3%'.1967 J Newport -Mesa Unified School District 1601 West 16th Street, Newport Beach, California Attention: Dr. L. B. Newcomer Secretary to the Board of Education Gentlemen: Enclosed are two executed copies of an agreement between the City of Newport Beach and the Newport -Mesa Unified School District for the improvement of 16th Street between Irvine Avenue and Dover Drive. Said agreement was authorised by the City Council of the City of Newport Beach at its regular meeting held March 27, 1967 by the adoption of Resolution No. 6542. Very truly yours, Laura Lagios City Clerk City of Newport Beach LL:dg Encl. (2) cc: Public Works Department P" • 0 a - /0 t'3$ MARCH 27, 1967(x� p - U TO: CITY COUNCIL d FROM: PUBLIC WORKS DIRECTOR SUBJECT: COOPERATIVE AGREEMENT WITH NEWPORT -MESA UNIFIED SCHOOL DISTRICT FOR THE IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE pf C RECOMMENDATION: S� ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A COOPERATIVE AGREEMENT WITH THE NEWPORT -MESA UNIFIED SCHOOL DISTRICT FOR THE SUBJECT IMPROVEMENT. DISCUSSION: INCLUDED IN THE CURRENT BUDGET IS A PROJECT FOR THE WIDEN- ING AND REBUILDING OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE. THE SCHOOL DISTRICT HAS AGREED TO FINANCE THE CONSTRUCTION OF ONE TRAVEL LANE, A PARKING LANE, CURB, GUTTER AND SIDEWALK ADJACENT TO THEIR PROP- ERTY BETWEEN IRVINE AVENUE AND SEA GULL LANZ. THE ESTIMATED COST OF THE PROJECT IS $100,000. THE ESTIMAT- ED COST TO THE SCHOOL DISTRICT IS $23,000. - FINAL PLANS AND SPECIFICATIONS WILL BE SUBMITTED TO THE COUNCIL FOR CONSIDERATION IN THE NEAR FUTURE. LIN DIRECTOR APPROVED BY CITY COUNCIL DATE MAR 2 7 1967 196 CITY OF MWPW BEACH CITY ��%Y March 23, 1967 To; City Clerk From: City Attorney Subject: Resolution authorizing the execution of an agreement with Newport- Ysesa Unified School District for the improvement of 16th Street between Irvine Avenue And Dover Drj :ive. Transmitted is subject rasolution for Council consideration at their meeting on March 27. THS :aem Atts. cc - City Manager / Public Works Director y 7 JS67 Tully a. Seymour City Attorney RFGEI1((V��fED til v AjLii yrlias D&T. 3139 7 (12) 1 Rusumm NO. 2 A RESOLUTION Q CITY COUNCIL OF TIE CITY OF QRT KA:.a RIZI NG THE EXECUTION OF AN 3 AGREEMENT WITH NEWPORT -MESA UNIFIED SCHUOL DISTRICT FOR THE IMP29 T OF 16TH STREET 4 BETWEEN YY.VIPYF AVEINUZAND WaR DRIVE 5. iiilFitBAS, LiW ':icy t+ ,. ewpcsrr Leach and Newport-T een 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26' 27 28 29 30 31 32 WHE"". there has been presented to the City Council of the City of Newport Beach an agreeeent between the City and Newpox Dies+.: si�.ietd School District providing for such work, with the cost thereof to be shared by the City and District in the Wiener set out therein, and WHOSAS, the City Council has considered the taims and conditions of said agreement and found them to be fair and equi tat and determined it to be in the interests of the City and the improvements to be necessary; HDW, THEREFORE, BE IT RESOLD that said agreement is approved and the Mayor and City Clerk are authorized and Ai.rerctied to execute the same on behalf of the City of Newport Beach. ADOPTED this day of March, 1967. ATTE:Ts y School District contemplate doing certain improvement work 7IIikrified on 16th Street bets Irvtae Avenue asd Dover Drive; and 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26' 27 28 29 30 31 32 WHE"". there has been presented to the City Council of the City of Newport Beach an agreeeent between the City and Newpox Dies+.: si�.ietd School District providing for such work, with the cost thereof to be shared by the City and District in the Wiener set out therein, and WHOSAS, the City Council has considered the taims and conditions of said agreement and found them to be fair and equi tat and determined it to be in the interests of the City and the improvements to be necessary; HDW, THEREFORE, BE IT RESOLD that said agreement is approved and the Mayor and City Clerk are authorized and Ai.rerctied to execute the same on behalf of the City of Newport Beach. ADOPTED this day of March, 1967. ATTE:Ts y I I 2 3 4 5 I 61 7I, 8I 9 10 11 12 13 14 15 16 17 18 19 20 21 22 -23 24 25 26 27 28 29 30 31 32 f8) a� ' {Itepravemst�t o ti treat Between Irvine Avenue Mod ;4&M,.,.."V* ...,._ TBIS Ati f, WT is *id* and eatav d into this clay of 1%79 by and between the CITY OF MWPORT BEAGi3, a municipal corporation, heroin referred to as "City ", and the MNSM-NESA t,T41IFIED $COOL 13ISTRICT, heroin referred to a8 " District". because of the increasingly heavy volume of traffic on 16th Street between Dover Drive and Irvine Avenue, City and Distr: contemn plate doing certain improvezient wane on 16th Street betareon Irvine Avenue and ewer Drive. Pursuant to the provisions of Title Is Division 70 Chapter 51. Article 1 of the California Goverament Cade, entitled "Joint Powers ASroement ", District and City intend to jointly exercise their authority to males such improvements and desire to specify the proportionate shares of the costs of such i *vwm- t aeents that are to be borne by City and District. For and in WMAM consideration of the covenants and conditions hereinafter sot forth the parties hereto do hereby agree as follows: 1. City shall prepare detailed plans, specifications and cost estimates for the project* which shall include street widening, street reconstruction, curb, gutter and sidewalk, con- struction, and the construction of a stoxm drain system. 2. On completion of the plans, opecifications and cost estimates for the project, City shall transmit the same to District for approval. After written approval by district has been obtained, City shall proceed to award a contract for the project pursuant to the public bid requirements of the art 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 •23 24 25 26 27 28 29 30 31 32 A Cl __� _. beach city Charter. 3. District shall reimburse City within dArty (30) day but not prior to July 1, 1%7, after receipt of an itemised state- ment setting forth District's share of the project constmetioa and ongineoriog costs. Said share shall be computed on tkw tol- lowing basis% (a) For street improvement work, District will vaimburse City for the work done south"ly of the esnterline ef l6th Street adjacent to District's property as that prop- erty existed at the time of the m and of the constraWAn am- tract, except for thw work some within the 12 foot strip adjacent to said centerline. (b) District's share of design, aWinearing and iuspecticm costs shall be based upon a perasntago equivalent to the ratio wht�ih Olstriextlat mhare n£ the srA4&,mt annntrua- Lion costs bears to the total construction costs, and shall include 8 charge not to exceed fifteen percent (15%) to cover City's overhead costs. The estimated construction cost for the entire project is $100,000, and the total cost to District is estimated at $23,000. The actual amt of District's snare shall be deter- mined after completion of the work covered by the construction contract. 4. It is mutually understood and agreed: (a) That neither district nor any officer or employee thereof shall be responsible for any damage or liability occurring by reason of anythLug dons or omitted to be done by City in connection with any work, authority or jurisdiction delegated to City under this agreement. (b) Pursuant to Govere Cods Section 893.4, City shall fully indemnify and hold District harmless from any liability nosed for iniury (as defined by Gavermmrat i IJ 0 11 Gads Section 81x.8) occurring by season of any0ASS deft or 2 assisted to be done b�i --Ity in connection with any wvx4 , 3 a1lowrity or jurisdiction 491"*t e4 to City under this 4 sreaenent. 5 (c) That siouloer City nor any offiaet or eavloyea 6 thereof is reeponsible for any damage am liability ocaurriag 7 by t MMM of anyebift done or omitted to 6e doers by Matriat 8 in com9ation with any we*, authority* or jurisdiatrian not 9 delegated to City under Oi.a agreement. 10 (d) Pursuant to CcvsrsmMt Codw Swstion 895.4, 11 District shall fully incamnify and hold City.baraless ft:eta 12 any liability Lupo sod for injury (as defined by Goverwient 13 Code Section 810.8) oecre g by reasons of anytUft done or 14 omitted to be done by District in COMA ation with any works 15 authority or jurisdiction nest delegated to City under this 16 agreement. 17 IN W=SS MRZW9 City and District have caused this 18 agreasumt to be executed ptrmiant to authorisation by their respec- 19 Live governing bodies. 20 Dateds CITE' OP MWORT MACH 21 APPRO11 D AS TO Posit BY VAYQW 22 23 Y ms ty Attorney 24 GTry CUM 25 CM 26 27 Datadt -MSA UNIPIHQ SCHOOL 28 DISTRICT 29 By near See re tary to the Board of 30 Education 31 DISTRICT 32 3. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD FO" COT or C441TA VISA 119 E. 188TH STRceT CO3TA MrSA, CALIratHIA ATTENTION: MR. 0014 SOUTHWORTN SUBJECT: IIbROVENE14T Or 16TH STREET AT (RV114c AVE14uc WE ARE TRANSMITTING THE FOLLOWING: S 1 ScT REMARKS; DATE WAueM 27_ 1967 DESCRIPTION 4 CNB DRw11N R.Xo89•S, 5149tTS (1)46) 111►ROVE04E04T Or 16TH STRUT rRON (RVI14c AVtwt TO DOVER ORIVc FOR YOUR REVIEW AND APPROVAL Or TOM WORK TO SE DON[ IN COSTA WSA. Tom OIIIOINAL Or SHEET 4 WILL OE TRANSNITTEO TO TON roll StONATYRt WON Rcttl►T OP YOUR COMMENTS. COPIES TO: BY: Hu14TcR T. CooK PROJECT E1401NEER &LLIAMSON and SCHMID • CIVIL ENGINEERS 1535 EAST FIRST STREET I SANTA ANA, CALIFORNIA PHONE $476721 66 -141 TRANSMITTAL � ' City of Newport Beach data Engineering Department 3 -17 -67 Attn: Hunter Cook sent via • ❑MAIL ❑ YOUR PICKUP e: Sixteenth Street - between Irvine & Dover ❑ BLUEPRINTER [MESSENGER GENTLEMEN: ❑ EXPRESS WE ARE SENDING YOU THE FOLLOWING: ❑ content & remarks these are • (as checked below) no. of each ❑ PER YOUR REQUEST ❑ FOR YOUR APPROVAL Special Provisions 1 ❑ FOR YOUR FILES ❑ FOR USE ON JOB Bid Items of Work 1 ❑ PRELIMINARY ONLY ❑ FOR ESTIMATING Original linens of street improvement plans 1 ❑BILLED TO YOU ❑ TO BE RETURNED City's check prints 1 ❑ SINCERELY, WILLIAMSON & SCHMID by B. W. Williamson per 0 6 C- /v83b' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD To: WILLIAMSON & SCHMID 1535 E. FIRST ST. SANTA ANAL CALIF. ATTENTfON: B. W. WILLIAMSON SUBJECT: 16TH STREET DATE MAR. 15, 1967 WE ARE TRANSMITTING THE FOLLOWING: N0. COPIES DESCRIPTION 1 SET CHECK PRINTS REMARKS' COPIES TO' FOR YOUR ACTION PER OUR PREVIOUS DISCUSSIONS. THE WATER MAIN STUB AT IRVINE HAS SEEN ADDED. 8Ys HUNTER T. COOK PROJECT ENGINEER TO: CITY COUNCIL 0 MARCH 13, 1967 FROM: PUBLIC WORKS DIRECTOR SUBJECT: IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE RECOMMENDATION: ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A COOPERATIVE FINANCING AGREEMENT WITH THE CITY OF COSTA MESA FOR THE SUBJECT IMPROVEMENT. DISCUSSION: INCLUDED IN THE CURRENT BUDGET IS A PROJECT FOR THE WIDENING AND REBUILDING OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE, AND THE INSTAL- LATION OF A STORM DRAIN SYSTEM FROM IRVINE AVENUE TO SEAGULL LANE. MOST OF THE INTERSECTION OF 16TH STREET AND IRVINE AVENUE IS LOCATED WITHIN THE CITY OF COSTA MESA. THE INTERSECTION WILL BE IMPROVED BY THE INSTALLATION OF THREE CATCH - BASINS AND UNDERGROUND DRAINAGE SYSTEM,AND THE INSTALLATION OF PAVING AND CURB AND GUTTER. COSTA MESA WILL FINANCE ALL CONSTRUCTION WITHIN THEIR JURISDICTION BY MEANS OF THE COOPERATIVE FINANCING AGREEMENT. COSTA MESAS ESTIMATED SHARE OF THE PROJECT COST IS $14,500. FINAL DESIGN, PLANS, SPECIFICATIONS, AND COST ESTIMATES ARE CUR- RENTLY BEING PREPARED AND WILL BE READY FOR COUNCIL CONSIDERATION SHORTLY. JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR HTC:NAJ APPPu Dt►'r` DATE MAR ' 3 1967 I 0 (12) F` l 2' A RESOUrrit1, OF !t CITY C€mVIL OF TUR CITY t#l' WWPMT U16CH A TMIZIM THE F.=UTIM Of AN 3 WITH i2 `. CITY OF COSU �� U MW TO z�� Of 16713 sm= m T"m to= A 4 AM* Sam mm 6 WUMMA2, t%* City* Of art Beach end dw City of Costa 7 33esa conteeplate doitag certain improsc tt work at the 16th Street 8 and Irvine Avenue intersection and on 16th Street between $aid 9 intersection =4 Dover Drive; and i 10 WNWAS, there has been presented to the City Catmoii of 11 the City of Newport Seach an agreemant between the City autd the 12 City of Costa less providing for such work, with the east thereof 13 to be sbar" by the Cities. is the memor set out thrtaft; and 14 Nom, the City Council has considered the tames and 15 conditions of said agreament and found than to be fair and equitab] 16 and dotearaimad, it to be in the interacts of the City and the In- 17 prevoments to be vacesserys- 18 WOW, TtiM3'.F'(WE I SR ITT MOLVED that said agreement is 191 approved and the Mayor and City Clark are sutboris•d and directed 201 26 to e3mc to the *sans as behalf of the City of Newport Beach. 211 ADOPTED this . � day, of 22 23 2411 ATMSTs 25 y CUM 26 27 28 29 30 31 321 CITY Of NEWPORT BEACH CALIF13RNIA Mr. C. K. Priest City Clerk City of Costa Mesa P. 0. Box 1200 Costa Mesa, California 92626 Gentlemen, Enclosed is an executed copy of an agreement dated March 16, 1967 between the City of Costa Mesa and the City of Newport Beach for the improvement of 16th Street between Irvine Avenue and Dover Drive. The execution of this agreement was authorized by the City Council at its regular meeting on March 13, 1967 by the adoption of Resoluticn No. 6527. Very truly yours, Laura Lagios City Clerk City of Newport Beach LL -ih Enc. cc,:- Public Works Department (W /attached agreement) (Hunter Cook) i 1 2 ( 1wrovement th Street Between Itvin� iAvenuVe ' nd Hover ;)rive) 3 4II THIS AGAVZWMr is u#A*,=d entered into this day 5 of ? ?Z b} and between the',0M OF 6 NEWkOAZ BEACH, a municipal,seorporatien, 'herein 8idFerred to as 7 '4i:kwport Beach ", and the CITY OF COSTA MAO a tuuiicipal eorpor- 8 ati4ri3 herein re_erred to as "Costa Mesa ". 9 RECLIW; 10 because of the increasingly heavy volmpa Of traffic on 11 loth :street between Dover Drive and Irvine Avenue, Newport Beach 12 and Costa Mesa coucempiate doing certain improvement work at the 13 16th, uwrect aims Irvine Avenue intersection and on 16th Street 14 between said intersection and Dover Drive. 15 Pursuant to the provisions of Title 1, Division 7, 16 Chapter 5, Article I of the California Government Code, entitled 17 "Joint Ycwers Agreement ", Costa Mesa and Newport Beach intend to 18 ;oin..Cly e;:ercise their authority to make such improvements and 19 desire to specify the proportionate.sheres of the costs of such 20 ivproverencs that are to be borne by Newport beach and Costa Mesa. 21 AG; 22 For and in consideration of the covenants and conditions 23 hereinafter set forth the parties hereto do hereby agree as 24 zollows. 25 1. Newport Beach shall prepare detailed plans, speci- 26 ications and cost estimates for the project, which shall include 27 street widening, street reconstruction., curb construction, and the 28 duns- -uctl.un o., a siorm drain sysceLa which shall include catch 29 basins at the Irvine Avenue any i5 'i Scree inte"cc. —ion. 30 2. r7? couplet: ion of the plane, 6pec:lricativrs and cost 31 es"mates for the prc ect, iaevport scut; shcAl 'crausci.t the same 32 t3 Costa ;Mesa i:or appre-val. ,1 -t. ^;r r. ..rte:? al.p"coval by Costa mesa 41 5� 6 7I 8I 9 10 11.1 12 I 13 14 151 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 i 31 32 has ebtaixasd, SGnzt ort Oe eiiaall proceed to a9taxd $ 1`Ct for the pro; ea t, Pursuant rn. v, W puo3.i.a bid reruiremeaf:s.*Uthe Newport Beach City Charter. 3 . : Qu ; t:a tiaaa 0441 reimburse bewport Bauch within cUli.rty (30) days, but not prier to 3u1y 1, 1467, softer receipt of an itemised statement setting torth Costa Mesa's ohs[" of the project construction and engineering; costs. Said share shall be cowuted Va .the. following; basis, (a) For street improvement sad %or cirainrys �orir, Costa Atmsa will reimburse Newport Beach for the work done within Costa Xes4 territory as that territory existed at the time of the award of the construction contract.. (6) Costa Mesa's share of design., engineeriwg and inspecs3.tion costa shall be "Sac, upon a Percentage equivalent to the ratio which Costa Mesa's share of the project con - struction costs bears to the total construction costs, and shall include a charge not to eiceed fifteen percent (15 %) to cover 'Newport Beach's overhead costs. The estimated cost for the entire project is $100,000, and the total cost to Costa xsa is estimated at $128500. The actual amount of Costa Hesa's share shall be determined after completion of the vvrk covered by the construction contract. 4. It is mutually understood and agreed, (a) That neither Costa Mesa nor any officer or employee thereof shall be responsible for any damage or lia- bility occurring by reason of anything doae or omitted to be done by Newport Beach in cormecti:on with any work, authority or jurisdiction delegated to Newport Beach under this agreement. (b) pursuant to Government Code Section 895.40 Nee$ ort Beach shall fully indemnity and hold Costa Mesa harmless from any liability imposed for injury (as defined a• • 1 2 3 4 5 6 7 8 9 10 11 12 13 14' 15 16 17 18 19 20 21i 22I .23 24 25 26 27 28 291 30' 31 32 by Government C4% &wtion 810.8) occurring by reason of anything done of d t d to be done by Newport Beach in coin- °lk. AeStia^ F3i t i,ys,. _: r'::, au�:iC_ity C; lAri9:di :tion delegated to NOwpc?rt Beacll =under this agreement. (c) That neitha.r Newport Beach nor any o.``fieer or espicyae :hereof is = -espo§sible for any damasge or liability oecur ice; by reascu o_ anything done or omitted to be done 'ay Costa Pk:sa iu ;:aimecticn wiuh any voek, authority, or juriitdic;:ion not delegated to Newport Beach under this agreement. (d) Pursuant to "verneAnt Code yeetioa 895.4, Costs Mesa shall iuliy inOftmify and hold Newport beach harm- less from any liability imposed o: injury (as deiinod by Government Code Section 1."10.8) occurring by reason of anything Bane or omitted to be done Ly iQGLC% Nfes& In aanaectiou with any work, authority or jurisdiction not delegated to Newport Beach under this agreement. IN vITNF:s "s W1=()F, Irewport Beach and Costa Mesa have caused this agreement to be eyecuted pursuant to authorization by resolution of their City Councils. Dated: �.a�,_sG /l /c// , CITY OF-awn SWIi APPROVED AS TO PORM: by r yvr y H. your, City Attorney Dated: APPROVED AS TO FORM CITY ATTORNEY 3. Attest: ;�Ey er CITY OSTA ME�ar � By Attest: "City's -e-W ' S T A T E M E N T WIUJAMSON and SCHMID CI V IL ENOINEERS 1585 EAST FIRST STREET SANTA ANA, CALIFORNIA (AMA CODE 714) 547.8721 March 10, 1967 Our Job 66 -141 F 1 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California L $5,835.05 —1 DETACH AND MAIL WITH YOUR CHECK. YOUR CANCELLED CHECK 18 YOUR RECEIPT, 3 -10 -67 66 -141 Purchase Order #4781 Engineering services for the improvements of 16th Street from Irvine Avenue to Dover Drive Principal Engineer 58.0 hrs. @ $18.00 $1044.00 Design Engineer ✓ 151.0 hrs. @ $14 2114.00 Assistant Engineer✓ 71.5 hrs @ $12 858.00 Draftsman 209.5 hrs @ $10� 2095,00 Secretary 2.0 hrs. @ $5 10.00 3 -Man Survey Party 11.5 hrs. @ $30 345.00 2 -Man Survey Party/ 7.5 hrs. @ $24 180.00 Computer Charges 9.76 Condit WILLIAMSON AND SCHMID (714) 547.5721 OLLIAMSON and SCHMID CIVIL EN61NIVEMS 1595 EAST FIRST STREET SANTA ANA, CALIFORNIA PHON[ 547.572t • Mr. Hunter Cook City of Newport Beach Public Works Department rm: Sixteenth Street GENTLEMEN: WE ARE SENDING YOU THE FOLLOWING: content i remarks Bid Items of Work (copy) no. d oath 1 set SINCERELY. WILLIAMSON d SCHMID by E. G. Squires Per <f-/o k.7 66 -141 TRANSMITTAL date • 3 -9 -67 rant via a M MAIL ❑ YOUR PICKUP ❑ BLUEPRINTER ❑ MESSENGER ❑ EXPRESS thane en • law chocked below) ❑ PER YOUR REQUEST ❑ FOR YOUR APPROVAL ❑ FOR YOUR FILES ❑ FOR USE ON JOB ❑ PRELIMINARY ONLY ❑ FOR ESTIMATING ❑ BILLED TO YOU ❑ TO BE RETURNED ECEIVED MAR low �IC WOB`rcJ NEWPORT -WSA UNIFIED SCHOOL DISTRICT 1601 16TH STREET NEWPORT B9ACHq CALIFORNIA ATTENTIONS MR. ROY ANDERSEN MARCH 8, 1967 SUBJECT. IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE DEAR SIRS IN ACCORDANCE WITH OUR RECENT DISCUSSIONS THE CITY NAS PREPARED THt COOPERATIVE AGREEMENT ►OR THE SCHOOL DISTRICTHS PARTICIPATION IN THE IMPROVEMENT OF 16TH STREET. ATTACHED FOR YOUR REVIEW AND SUBMITTAL TO THE BOARD ARE THE ORIGINAL AND TWO COPIES. UPON EXECUTION] PLEASE RETURN THEM TO THIS OFFICE FOR FURTHER ACTION* A COMPLETELY EXECUTED COPY WILL BE RETURNED FOR YOUR FILES. PLEASE NOTE THAT THE CEMTERLINL REFERRED TO �/Np PARAGRAPH 3(A) 15 THE ULTIMATE CENTERLI/E WHICH IS LOCATED 3d' NORTHERLY OF THE SCHOOL PROPERTY. THE PRESENT PLANS ARE TO ADVERTISE THE CONTRACT ON MARCH 28. THE PLAMSS SPECIFICATIONS# AND COST ESTIMATE WILL OE AVAILABLE FOR YOUR REVIEW IN APPROXINATtLY ONE WLLR. VERY TRULY TONGS HUMTER T. COOK PROJECT ENGINEER HTCiMAJ ATTt CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W, NEWPORT BOULEVARD DATE y'--- -� , n[T_ Toe CITY OF COSTA MESA ATTENTION: MR' DOM SOUTHWORTH SUBJECT= IMPROVEMENT Or l6TM ST. @ IRVINE AVE. WE ARE TRANSMITTING THE FOLLOWING= No. COPIES DESCRIPTION 3 COOPERATIVE AGREEMENT REMARKS: FOR YOUR REVIEW AND ACTION. PLEASE NAVE THE AGREEMENT CONSIDERED BY YOUR CITY COUNCIL ON MARCH 6. WE WILL THEM SUBMIT 17 TO OUR COUNCIL ON MARCH L3. COPIES TO.- By'. HUNTER T. COOK �r . FEBRUARY 27, 1967 TO: CITY COUNCIL �- FROM: PUBLIC WORKS DIRECTOR SUBJECT: GRANT OF EASEMENT — 16TH STREET FROM IRVINE AVENUE TO SEA GULL LANE RECOMMENDATIONS: 1. ADOPT A RESOLUTION ACCEPTING THE SUBJECT EASEMENT FOR STREET AND HIGHWAY PURPOSES. 2. AUTHORIZE THE CITY CLERK TO RECORD THE EASEMENT. DISCUSSION: SIXTEENTH STREET IS DESIGNATED ON THE CITY MASTER STREET AND HIGHWAY PLAN AS A SECONDARY STREET (FOUR LANE, UNDIVIDED). AT THE PRESENT TINE RIGHT -OF —MAY FOR TWO LANES IS AVAILABLE. THE GRANT OF EASEMENT UNDER CONSIDERATION WILL ALLOW WIDENING THE SOUTHERLY ONE — HALF OF 16TH STREET TO SECONDARY STANDARDS; TWO LANES PLUS PARKING. THE APPROVED BUDGET FOR FISCAL YEAR 196667 INCLUDES A PROJECT TO RECONSTRUCT THE TWO EXISTING LANES ON '16TH STREET. THE SCHOOL DISTRICT HAS EXPRESSED THE INTENTIONI THROUGH D- ISCUSSIONS. WITH ITS STAFFS OF FINANCING FULL IMPROVEMENTS BETWEEN THE WORK TO BE DONE BY THE CITY AND THE NEW RIGHT —OF —WAY LINE. THIS CONSTRUCTION.WILL BE SCHEDULED AS FUNDS BECOME AVAILABLE. IMCES: DIRECTOR 41�[]f�O���E® ; 7A1ryyf -',✓ NAd APPROVED CI f 1 ri /'i� �FP bu DATE 2 7 19 — �` 9 7 196 Februarry 24, IM Ow Job 6743 Res 16th i Dover Reconstruction Post manor 191 Riverside Drive Newport beach, California Attentions Superintendent of tails Dear Sirs C_ r oif3 g The City of Newport beach is proceeding with plans for the reconstruction of 16th Street between Irvine Avenue and Dover Drive. A post office nail box to located on the southwoot corner of the intersection of 16th Street and Dover Drive within the Construention area. Enclosed is a copy of the prrollainasy plan showing the nail box location and its relation to the proposed improve- menta. If you have any questions, please feel free to contact either myself or Mr. Minter Cook of the Deepartaent of Public Works, City of Newport beach. /*"/" cos tr. Mmter Cook City of Newport beach Sincerely, MILLI? =JP & SCMID b. M��li eon. Q. A . ^! AP February 20, 1967 To: City Clerk Front City Attorney Subjects Resolution accepting 0 Grant of Basement Transmitted are the following 1. The original and one copy of a grant of easement from Newport -Mesa Unified School District of Orange County dated February 70 1967 by which an easement is granted to the City for street and highway purposes for a portion of 16th Street between Irvine Avenue and Dover Drive. 2. A resolution accepting said document and authorising its recording. These are for City Council consideration at their meeting on February 27, Tully H. Seyt7wur City Attorney THS:aem Attachs. cc • City Manager Pudic Works Directort� TBsas' 2/20'67 (12) 1 RA01STIOlt Vo <� 2 A BiiBOt.MON Or VX G.M COUWIL OF TO CITY OF 3 4 tik3 ALId . , Newport i`-Wsa unified School district of 5 G;_ae9,ts CODUty,, a public sawol distri..:t organized and e.:isting 6 under Lhe Lduu;ation i;�.de ot the Stale os s allfoxaia, has executed 7 and delivered to the i.t}' of tort Beach a Grant of Basement 8 for sEree:t and highway purposes over .all that cer"in land sit. 9 uated in the city of Newgory Beach, County of Orange, Stays of 10 California, described as follcwtett. 11 Par_,..zz. el 12 A strip of land, 5.00 feet in width, beinS a portion of Lot 4, Tract Rd. 1123 as per map recorded in Book 89, Page 7 of 13 Miscellaneous Maps in the office of the County Recorder of Orange vauaty, California, and being a portion of 16th Street 14 vacated per Resolution No. 5669 of tine City of Newport Beach, A zopy of whi�,h ;qas re4;ordeu 6ctobe= 2, 19:2, is Book 6269, 15 page 9 os G _;:icial 2ecords a> aaxd Lounty, the northeasterly line of said 9.00 f:. strip of land bein6 described as follows 16 . Beginning at Was irate saatiba of the SW'ly right of Dray line 17 + of 16th Street, 60.00 fear. in width, with the SE'ly right of way, Line of Irvine vews, iiu.`00 xe as et iu width, spawn on,. 18 said a reap of Tract So. 1125; thence S SO 16' 05" k 1493.91 fc. aluno aAi;4 S 'ly right of :Day line of 16th Street and 19 a:.reng the northerly line ox said vacated portion of 16th Suet to the Illy line of the land described in the deed to 20 the Newport harbor Union High Scthool. District, recorded .Lune 29, 1946 in Book 1422, fa &e 501 of Official Records of said 21 -Ounty. 22 The 5tii'ly Line of ae#.d 3.00 ft. strip of land shall be pro - longed SE'ly to terminate on said V ly line of the land 23 deaci-i`ed 1z the decd to the Newport Harbor Union high School District. 24 arcel 25 That portion of Lot 4) Tract No. 1125 as per map recorded in 26 Book 39, Page 7 Of Miscellzneous Kaps, in the office of the County Recorder of Orange County, California, described as 27 follows. 28 I Besinninb at the intersection, of the Sally right of way line Of 16th Street, 60.00 feet in width, with the SE'ly right of 29 Way litre of Irvine Avenue, 60.00 feet in width, as shown on aa•.:: map of Tract No. 1125; thence S 39° 0' 55" W 6.00 feet 30 along; said SEly ri;Irr. of cAy line of Irvine Aveuue to a point uri a line parallel with and 8.00 feet SW'ly, measured at right 31 �axgles, from said S'.7'ly ri; Y:t o wav line of 16th Street, sail 32 point t;ei% the True koint oj: Begir�ing; thence S 50* 16' 05' I i ItI ` 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 give 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 I E. 45.00 feet along said perrgUal lime to a Paint of CUSP Wit a tangent ou condwm sass tly t bavi% a radius of 25.09 Beet, a ratdi.gl liue o#, +tam_ a to said point bears g 39 43' 55" 9; thence ties �27 lee? along said curve to the point of tangency wE line parallel with and SIlly $0.00 feat, measured at t angles, from said SE'ly right of way line of Irvine Avenue a radial line of said curvet to said point bears'! g 500 101 05" W; thence R 50' 16' 05" W 20.00 feet along said sadi.al line to said SE'ly right of way. line of Irvine Aveuua; thence E 39° 43' 55" E 25.00 feet along said 5E'ly rjSM of Way line to the True Point of Begifming; �T' I WHEREAS, it is to tM interest ©; tix� city to .accept A" Grant of Easement; NOW, TMitEP` M ..M IT REWLVU that said Grant of Use - cent is hereby accepted mW the City Cleric to auetherizod Sand dir- ected to execute and atWh thereto a certificate of acceptance and consent so its recording and to record said document is the County Recorder's office. Ai"i3 this , , day of _ 1967. 2. 1 2 3I 4 FV 6 7 8 9 10 11, 12 13 14 15 16 17 18 19 20 21 22 F0i 24 25 26 27 28 29 30 31 32 :f27 G�-F BASEMENT NEWPORT -MESA UNIFIED SCHOOL DISTRICT OF ORANGE COUNTY, a public school district erganised and existing under the Bahtcatioa Code of the State of Cali forgi4hereby grants to the CITY OF NEW- PORT BEACH, a municipal corporation, an easement for street and highway purposes over all that certain land situated in the City oP;Newport Beath, County:of :Orange, State of California, described as follows: Parcel A strip of land,'8..00.feet in width, being a portion of Lot 4, Tract No. 1125 as per map recorded in Book 390 Page 7 of Miscellaneous Maps in the office of the County Recorder of Orange County, California, and being a portion of 16th.9treet vacated per Resolution No. $669 of the City of Newpost Beach, a copy of which was recorded October 2, 1962, in Book 6269, Page 869 of Official Records of said county, the northeasterly line of said 8.00 ft. strip of land being described as follows Beginning at the intersection of the SW'ly right of way line. of 16th Street, 60.00 feet:in width, with the SE'ly right of way line of Irvine Avenue., 60.00 feet in width, as shown on said map of Tract No. 1125; thence S 50° 16' 05" E 1493.91 ft. along said SW'ly right: of way line of 16th Street and along the northerly line 4f said vacated portion of 16th Street to the E'ly line of the land described in the deed to the Newport Harbor Union High School District, recorded June 299 1946 in Book 1422, Page 501 of Official Records of said county. The SW'ly line of said 8.00 ft. strip of land shall be pro- longed SS'ly to terminate on said E'ly line of the land described in the deed to the. Newport Harbor Union High School District. Parcel That ppoortion of Lot 4, Tract No. 1125 as per map recorded in Book 39, Page 7 of Miscellaneous Maps in the office of to County Recorder of Orange County, California, described as follows; Beginning at the intersection of the SW'ly right of way line of 16th Street, 60.00 feet in width, with the SE'ly right of way line of Irvine Avenue. 60.00 feet in width, as shown on said map of Tract No. 1121; thence S 39' 43' 55" W 8.00 feet along said SE'ly right of way line of Irvine Avenue to a point on a line parallel with and 8.00 feet SW'ly, measured at right angles, from said SW'ly right of way line of 16th Street said point being the True Point of Beginning; thence S 50 1i' 05" E 45.00 feet along said parallel line to a point of cusp with a tangent curve concave southerly, having a radius of 25.00 feet, a radial line of said curve to said point bears N 390 1 �I 3 4 5 6 7 8 9 10 11 12 13! 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 i 43' 55" E; thence Wegtarly 39.27 feet along said curve to the point of tang oe� with a line parallel with and W ly 20.00 feet, moazsureQ`."�t right angles, -from said $Illy right of way line of IrvinsrAvenue a radial line of said curve to said point bears N W 161 05" W, thence N 50' 16' 85" W 20.00 feet along said radial line to said SE'ly right of gray line Gi Irvine Avenue; thapsfe N 39° 4 +3' 55" E 25.00 feet along said SE`ly right of,_;v.*y line to the True Point of Beginning. Said easement is shown on City of Newport Beach Public Works Department Drawiat. No. R /W- 5101 -L entitled "Street Easement for Portion of 'i6th S�.reet btwn. Irvine Ave. & Dover Dr. ", con- sisting of two sheets, a copy of which is for the sake of conven- ient identification marked llcitibit "A" and attached hereto and made a part hereof by this reference. As to Parcel A, the grantor reserves the right to con- tinus to maintain the existing encroacbn ent consisting of the stadium overhang, and in the event that the grantor desires to expand the size of the stadium it may construct lateral extensions on either or both sides thereof; provided, however, that any such extensions shall not encroach to any greater extent into or acrose said easement at a lower elevation or to a greater depth then the existing encroachment. Dated; , 1967. NEWPORT -MSA UNITIED SCHOOL DISTRICT OF ORANGE COUNTY Dr. rilawd B. Newcomer Secretary to_ the Board of Education STATE OF CALIFORNIA ) i as COUNTY OF ORANGE On before m;, the under - signods a Rotary c n as or sa ounty and State, .person- ally appeared Dr. Leland B. Newcomer, known to mo to.0 See - retary to the Board of Education of Newport -Me" Unifl School District of Orange County, and known to we to be the person who executed the within instrqasent on behalf of said ,pistrict,.and acknowledged to me that said District executed the within LM tr=d pursuant to a resolution of its Board of Educatidfe. WITNESS my haad.and official seal. 2. faid Gone y ,#* ti'or .r IV 391'43,-55"E 25......... � W50'/6'06 "w" ;IW4z. = i I. I PCL.' '.. J 1 I` d 9o•'' B' � 6 0 4 39127 00OIO ?I# W L. A x; W rl; N cj l9 10 JA I 1 r I SE'E Sllr 2 S[/r / oF' 2 CITY OF NEWPORT BEACH DRAWN 4. /.M. DATE 10-25 -66 PUBLIC WORKS DEPARTMENT APPROVED. �� ii /J STREET EAG4TA4EiVT A55t. PUBLIC WORKS DIRECTOR FOR PtW7*10N OF /46 TN S REST R,E, NO. 1460C DRAWING NO. RIW-5101 -4 Exhibit _PCL, A E� RI j 0.1,4 E p \ qj . o. SNr / i a g N � � .y� �I W `3 V I DOER. DR1 VE 10-06-6G A. /..N S</.. ?OF2 RE C E I Yro ioP3�3 AIAMSON and SCHMID CIVIL ENCINEE66 1596 EAST FIRST STREET TRANSMITTAL SANTA ANA. CALIFORNIA PNONa 547 -6721 City of Newport Beach Public Works Attn: Hunter Cook 16th Street, Dover Drive to Irvine Blvd. GENTLEMEN: WE ARE SENDING YOU THE FOLLOWING: content { remarks no- of each Preliminary plans and estimate of quantities 1 set Per your conversation today, we will proceed with finish plans using alternate 2 for city of Costa Mesa portion. All quantities are to be on tonnage basis. Rough draft of special provisions will be mailed to you on Friday of this week. SINCERELY. WILLIAMSON & SCHMID by B. W. Williamson per . a .v—v data e 2 -16 -67 sent via . ❑ MAIL ❑ YOUR PICKUP ❑ BLUEPRINYER OF MESSENGER ❑ EXPRESS thaw an a (as chocked below) ❑ PER YOUR REQUEST QIFOR YOUR APPROVAL ❑ FOR YOUR FILES ❑ FOR USE ON JOB ❑ PRELIMINARY ONLY ng ❑ FOR ESTIMATING ❑ BILLED TO YOU ❑ TO BE RETURNED El CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE Fr��uaey IR_ lOR7 To: WILLIAMSON AND SCHMID 1535 E. FIRST STRttT SANTA ANA# CALIFOtNIA ATTENTION= ft, 5001 WILLIAMSON SUBJECT: 16TH STREET IHPROVENENT WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION i cme Owe. Rtvk5lok -L STREET EASEMENTS FOR PORTION OF 16TN STREET O:TWCCN IRVIHt AVENUt i DwcR DRIVE REMARKS: TNt ATTACNCD DRAWING SNOWS TUC RIGHT Of WAY OttHG ACQUIRLD S&TWE&N THE EASTERLY &DGE OF THE SCHOOL PROPERTY AMD DOVER DRIVE. YOU WILL NOTE THAT 12' OF R/N IS at INS SSTAINED IN THIS SECTOR RATHER THAN THE P' PREVIOUSLY DISCUSSED. PLEAS& REVISE TOM DESIGN ACCORDIMGLY. THE Sammy CURS EAST or TUC SCHOOL SHOULD STILL S& PLACID SIX FECT FROM THE PROPERTY LINE. COPIES TO: BY: i NumcR T. CORR j PROdCCT ENGINEER t. 4 V� Q 1y of [f 39/7 I kbocz0 A ` n D O RI A-f 37147 CE!sENO L uss Nni 14p BE cwN7E0 S J AF �. ae4�E: r =co• Q Z \ PCL. C, & iro- CITY OF NEWPORT BEACH STREET EASEMEMTS - - FOR RO er /ON CW /6 M STREET BTW.1/. !RY /NE AY6. $ .: DOI�ER OR. APPROVED /-/p- DRAWINB �r.r. Qo DATE WORKS DIREC R.E. NO. rW -.5 /G CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO / T0.� DATE FROM: SUBJECT: COPIES T0: IGNEA PUT IT IN WRITING . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS .. WILLI'lTMSON AND City of Newport Beach Mr, Ben Nolan Public Works 3300 Newport Boulevard Newport Beach, California Dear Mr. Nolan: SCHMIAIVIL (A CORPORATION) ENGINEERS 1535 EAST FIRST STREET SANTA ANA, CALIFORNIA TELEPHONE 547 -5721 February 8, 1967 6S".o3 Re: 16th St. Improvements Our Job 66 -121 During our surveying operations for the 16th Street improvement plans, we discovered a difference in bench mark elevations which we believe should be broughtto your attention. The bench mark at the southeast corner of 16th Street and Irvine in the curb return, as shown in the survey notes provided by your office for this project, has an elevation of 88.02. This bench mark was used by us as our primary bench mark and the datum agrees with other points of elevation checked in the field per the notes. However, we were not able to check into City Bench Mark No. 327 which is a hex ba_ 3zandard Orange County Surveyor's Well Monunant at the l ne intersection of 16th a e, The establishes e .:. of Bench Mark No. 327 s 64.7 and we now find it c �;, based on the first above desc a primary bench mark. our _r::uit has been closed back on this primary bench ;nark. Our improvement plans are being based on thee primary bench mark and both elevations of Bench Mark No. 3 %'i a:rc being shown on the plans. We hope this will meet with your ap._-oval. If you have any questions in this matter, please contact our office. Sincere'_y, $-v% Z�9 RECEIVro FEB 9 1967 raicY ';FO /9g PUBLIC WOtih:i ULPL Ol enbu� c6 q' Z GS.�3 r IZ� STRUCTURES • HYDRAULICS • LAND PLANNING • HIGHWAY CONSULTANTS NEWPORT -MESA UNIFIED SCHOOL DISTRIT 1601 SIXTEENTH STREET NEWPORT BEACH, CALIFORNIA 92660 TELEPHONE (714) 646 -5224 BOARD OF EDUCATION JAMES W. PEYTON. PAEI[DENT DONALD A. STRAUSS, tt[x[ MARIAN C. BERGESON, u[u EEE LLOYD E. SLANPIED,JR.. uEU,u ELIZABETH M. LILLY, uEUEt• RODERICN N. MACMILLIAN, EARL G. PETERSON, uEUEE• February 9, 1967 Mr. Hunter Cook Engineering Department City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Mr. Cook: Enclosed are copies of Resolution No. 14 -2 -67, adopted by the Board of Education of the Newport -Mesa Unified School District at its regular meeting February 6, 1967, authorizing and directing the Secretary of the Board to execute a deed dedicating an easement for street and highway purposes of the described area on 16th Street between Irvine Avenue and Sea Gull Lane. Also enclosed is a properly signed Grant of Easement. If this is in order, will you please proceed to submit it to the Council of the City of Newport Beach and to complete other steps of the transaction as may be necessary. Sincerely yours, R 0. Andersen Administrative Assistant - Special Services RDA:clp Encls. R E C F I V E D FEB 101961 PUBLIC WORKS DEPT9 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: `_Fb IL IN PERSON I .FIRM: TEL.. _TELCON I-T 41 NO.,. INIT. DATE P.W. DIRECTOR ASST.P.W. DIR. _ 1.16CJ UTILITY SUPT. ^� /�td4�F�ta44 L Hrs '1..^ (e C La n X11 G w a N TRAFFIC ENGR, 1 �IVn cG fa Ln ASST. CITY ENGR. p -t= T'1A1� 1 u •--+ �I o SUBDIV. ENGR. 1= k o'�'> ��rh+-+ `? DESIGN EN.R. T; 4� lS Lzcv�r�� y. CO -OP. PROJ. ENGR. FIELD ENGR. S CRETARY T0: 0'Z3 WILLI ASOiI FIRM: TEL. SUBJECT: I lmlit S i� FILE: L— IOSC23 DATE: Z- I OUTLINE OF INFORMATION RECEIVED I7'�l GIVEN I _ 1.16CJ ^� /�td4�F�ta44 L Hrs '1..^ (e C La n X11 G w a N 1� A 1 �IVn cG fa Ln S1O .cc" ^A �.IL � ♦l =i10 v.T p -t= T'1A1� 1 u •--+ �I o F`-t C� � 1 � 1 P A s [ b tis —'�. 1' W S 1= k o'�'> ��rh+-+ `? T; 4� lS Lzcv�r�� y. ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY °C11 IN NO. BLOCK. FCMUARY 1p 1967 CITY or Co TA *$A 116 EAST WTH STREET COSTA M CSAM CAL Iro11n1A ATTCNTIONI MR* DON SOUTHWORTM SUSJCCTt INTCRSECTION DNAINAOt • 16TH STREET AT IRVINE AVCNut DEAR SIR= THIS LETTER WILL CourIRN ova Discussion Or JANWARY 26M 1967, REGARDING THE DETAILS Or coNSTRWCT1oN NECESSARY TO ADEQUATELY IMPROVE AMP DRAIN THE 16TH STREET/IRVINt AVENUE INTERSECTION. THE FOLLOWING ITEMi ARE ATTACHED FOR YOUR INrORNAT1oN1 1. SRCTCH SNOWING RCC{ssKum IMPROVEMENTS. v... .,.� ?. COPY or 16TH STREET NATERIALs REPORT. 3, REvlsto COsv EsTINATC. ENCLosURE (1) coHSINEb THE INroRMATION somm ON THE TWO sautiEs DISCUSSED WITH YOU ON JANUARY 26, IT HAs sum SHADED TO BMoW ALTERNATE "2" AS OUTLINED ON TNC REVISED COST CSTIMATC. BASED ON YOUR PREDICTION THAT THE STORM DRAIN IN 16TH STREET Womo NOT K EXTENDED WEST or IRVINE AVCNUC FOR AT LEAST 15 YCARSJ WE NAYS SIZED TUC INLETS TO NANDLE THE MAJORITY Or TUC ANITICPATCD OUTTCR FLOWS PER OUR DISCUSSION# IN ORDER TO ALLOW TUC HIGH VOLWM[ INTCRKCT10N TO OPERATE FRCC OF STANDING WATER. `✓ ✓ 1p m ,r a Zl� PAO9 2 THE tiTINATtO COST TO TNt CITY or COSTA ME" FOR IMN1oYtNtNTs Is 4II1,500s Tim tSTIMATtO COST Or T►It RtMA1IsIto or THt 16TH STREET PROJECT Is 188,000, INCLUo1NS $65,000 root THAT PORTION or TIN[ nom DRAIN IN NEWPORT BEACH. PLEASE MOTI►Y Ys Or VOW 0E9IRts As SOON As POSSIBLE IN oROtR TO ALLOY ►OR COMPLETION OF THE PLANS AND sPECIrICATIONS. TNL PROJECT IS SCHEDULED roll ADVERTISING IN LATE MARCH; NOIKVER, 17 MAY of POSSIBLE rOR A COOPERATIVE FINANCINS AsREEMENT TO PROVIDE THAT THE COSTA MESA SMARt NOT of ADVANCED UNTIL FISCAL YEAR 1967.68. IF YOU HAVE INIY QUESTIONS MCOA1101NG OCTA /LS OF THE PROJECT, PLEASE CONTACT OUR PROJECT E1111MEtR, MR. Come VERY TRULY YoURsA BENJAMp.IN Be NOLAN CITY Usimm eel E.E. OIDGNNELL MTCINAJ ATTII BY EGS .DATE1�19/67 SUBJECT CITY OF COSTA MESA 1.00 = SHEET NO. 1 48.27 LF @ 1.80 = 86.89 CHKD BY DATE lH & IRVINE INTERSECTION oB No. 66 -141 0.20 = 581.20 7,548 ALTERNATE # 1 @ 0.35 = 2,641.8o 1 EA @ STREET IMPROVEMENTS 75.00 5 EA 1. CURB & GUTTER REMOVAL 1180.27 LF @ 1.00 = 118.227 2. CURB & GUTTER 48.27 LF @ 1.80 = 86.89 PAVEMENT REMOVAL 4714" 6, 7{2;66 SF @ 0.20 = 1, 347.20 2,641.8o PAVEMENT CONST 7,548 SF @ 0.35 = 5. ADJUST M.H. FRAME & COVER I;EA @75.00 = 75.00 6. ADJUST W.V. FRAME & COVER 5 EA @50.00 = 250.00 7. CONC. CROSS GUTTER REMOVAL 925 SF @ 0.50 = 446�2.5o STORM DRAIN 1. CATCH BASIN W/LOCAL DEP. L =7' 1 EA �p @850.00 = 850.00 2. CATCH BASIN W/LOCAL DEP. L =141 1 EA @1,150.00 = 1,150.00 3. CATCH BASIN W /LOCAL DEP. L =211 i EA @1,3 0.00 = 1,350.00 4. 36" RCP 86 LF @ 2.00 = 1,892.00 5. 18" RCP 97 LF @ 13.50 = 1,309.50 6. CONC. COLLAR 18" TO 36" 1 EA @ 240.00 = 240.00 7• JUNCTION CHAMBER 1 EA @ 850.00 = 8 0.00 7, 1.50 SUB -TOTAL - $121623-16 CONT. 15% - 1,893.47 TOTAL $11 . . . . ,5 ALTERNATE # 2 STREET IMPROVEMENTS 1. CURB & GUTTER REMOVAL 2. CURB & GUTTER 3: PAVEMENT REMOVAL [I PAVEMENT CONST. 414" 5. ADJUST M.N. FRAME & COVER 6. ADJUST W.V. FRAME & COVER 7. CONC. CROSS GUTTER REMOVAL (SPANDREL) STORM DRAIN SAME AS ALTERNATE # 1 118.27 LF @ 1.00 = 118.27 48.27 LF @ 1.80 = 86.89 2,906 SF @ 0.20 = 581.20 7,548 SF @ 0.35 = 2,641.8o 1 EA @ 75.00 = 75.00 5 EA @ 50.00 = 250.00 134 SF @ 0.50 = 6 .00 3, 20.1 7,641.50 SUB -TOTAL - $11,461.66 CONT. 159 - 1,719.25 TOTAL . . . . $13 1-F.91 ALTERNATE #1 INCLUDED REMOVING ALL CONSTRUCTION WITHIN INTERSECTION AND REPLACING TO NEW GRADES. ALTERNATE #2 INCLUDES REMOVING SELECTED AREAS OF POOR CONDITION AND FEATHERING OVER EXISTING AS SHOWN TO NEW GRADES. DESIGN OF INTERSECTION PROVIDES HIGH SPEED LANES IN BOTH DIRECTIONS. OF JANUARY 31S 1967 NEWPORT44[SA UNIFIED SCHOOL DISTRICT 16M 16TH STREET NEWPORT BLACKS CALIFORNIA ATTEMTIONt Mao ROY ANDERSEN SUBJECTS (M►ROveMENT OF 16TH STREET FROM IRVINE AvewuE To SEA GULL LANE DEAR SIRt DESIGN 06 THE STREET IMPROVEMENT ALONG 16TH STREET ADJACENT TO THE HIGH SCHOOL IS NEARING COMPLETION AND AN ESTIMATE OF THE COST OF THE SCHOOL DISTRICT'S PORTION OF THE CONSTRUCTION HAS BEEN MADE• THE CSTI- MATED AMOUNT IS $23,0009 A COPY OF THE ESTIMATE IS ATTACHED FOR YOUR INFORMATION. IF THE WIDENING ON THC SOUTHERLY SIDE 13 DELAYED AND CONSTRUCTED fc SLPARATELYS THE ESTIMATED COST WOULD OC OW BASED ON CURRENT PRICES. THIS TOTAL COST WOULD PROBABLY INCREASE AT THE RATC OF 3 +% PER YEAR DUE TO PERIODIC RISES IN THE PRICE OF LABOR AND MATERIALS. WE APPRECIATE THE FINANCIAL PROBLEMS TUC DISTRICT HAS EXPERIENCED DURING THE PRESCNT FISCAL YEAR AND THE BASIC DIFFICULTIES IN FUNDING THIS PROJECT• IN VIEW OF THIS, IF IT WORE FOUND OCSIRABLES WE WOULD ., BE WILLING TO RECOMM9NO TO THE CITY COUNCIL THAT THE COOPCRATIvE FINANC- ING AGREEMENT PROVIDE THAT THE DISTRICT MOT BE OBLIGATED TO ADVANCE .. FUNDS UNTIL F•Y• 1967-68. PLCASC REVIEW THC ESTIMATE AND NOTIFY US AS SOON AS POSSIBLE WMETNER YOU WILL RC ABLE TO PARTICIPATE IN THE INPROvbENT OF 16TH STREET AT THIS TIME. Dust PROJECT ENGINEERS Mao COOKS WILL BE PLEASED TO ANSWER ANY .� QUESTIONS YOU MAY HAVC, V"Y, TRULY YOURsS JOSEI,►H to DEVLIN PUBLIC WORKS DIRECTOR MCI IN \ EMC. \e / r v T' i L�� /3 c-, IZIWP JFC I C I TY AWPORT BEACH - PJJBL 1 C. WMS . WCHT ESTIMATING FORM PROJECT --ts� G BY: PRELIMINARY .a 1'7fZeJ ceCS"' , DIVISION DATE (P7 CI FINAL 'NO.. ITEM QUANTITY• UNIT PRICE AMOUNT t e GATT 1�'o-I � t'x 2—" 0 o00 Z S - A vva. a u e -711 fir= sa 7 q - t � On. - ee., a rL 4�rA i eoP— e z o0 -,- p =x. -s�2 ti rc 13 0 4 ��— I o c.5 10 �^ 2 � 5ic0 lo,.l z_f � C. �J'i (JO "L- NT 4Q qu T l Co00 0 i ( xC AU AT10 Kj "Scn rotA � � Zo 80� ZMcn� A O Ll r sc u e .. �s CITY Of ORT BEACH - PMBLic.wow oAwmT ESTIMATING FORM Pmact BY: � fzu ILA tG IT o �ZkgIr'i ` -- 4�buh`�$A A C!r-' PRELIMIMY 9_ M1�/cuoo��1 ter�++c DATE I -Z-7- L,7 Q FINAL / .Fi \ISTR.U[TfaY) S4—PA.4i��1.�� 'NO. ITEM QUANTITY. MIT PRICE AMOUNT 3Do u, G i D'L 3rbo c:HaVt� sly. N dutµC ��� 5r O �- I o b "'YI CV' \%a �- O'4tCPL LiT'iC t�TT'O �• I ei(� 7 V Q�rnnv�c f �Yl iulr� 13p = I= I C7 r ti S 300` 3 o c' 9c. r-r a's A --7 e w A-/ 20 10 2 6 tAo0 - i T. C' -tire CL, ;zS7 a� G k '/ >('Z- 5(, c> Totir (, 1. AS 'Z CD0U . S u r3r.erca_ Z 3 �' V 0 Z cU[7 C-) �- �uQTo- cac_.- Zstov f v a l�kc.���tcc_ L o'o 0 b T{i Z r. BY.Gr_..G ........... DATE. / /..T. /W7 SUBJE(;T'.' /...t T...O... 0✓Ti!➢....!!L.E A....1.........._ SHEET NO..... ...r/......_OF_..7 _ CHKO. BY ................. DATE... Ziit.... .....� .... 1�./. .:.!/ //lp......Te.!>..tL.�`V..f Cl. /� JOB No . .......... W.0...:.1 W............ ........ ............ _ ................. _................ ................... . .._.._.1 /........................ .............................._ ........_........_.......... .... . /. Gur u ttev einova //8. Z�LF LV A OO ,3 Pnv¢me�7` L�imor/a/ 41736 .sF O• Zo T- 347• ZO 4 _;..%.5446 OF ® O, 35 c - F hIa/jus7s H> H Ar- 49 e �Cor/¢r L ::' / E.q @ 75.00 = 7S. 00 j (, Add ast W !/ From¢ �Cov¢r SEA ®So•00 = 40, oo 7, Cork, CrosJ Gutftrr Pc�/�sov0/ '92S�F O,Sa 4G 2. So 4i V. aG /, g7`ch Boii/� " /loco/ Deo, Lo 7' /E.f BAo -Ov �. //G//aj Itch . /� /�Oa,lii� w�LocoAi' /G� .ks'.-� //4 � /E/�9J m� � • ' , `'�' ,Q : i / os o � I . AAk, 4, 3G "'�cP .. ._•. :_ __� :. 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Catch Ba ✓ /.� " /Gp�a % Oep ; G • /4' ; ",.. / E9 � // Aso, Oa � � i5o, oo 4960 Gf'(�' 2z. ove 5 Ag lecP 97 6,4& / So /.3ays-o lo, CO/JC. COI /!!r /807 3ro" ' / dHV 6 z4co•aor Zoo, co e 940, q7 7. r%uac l�ioa ChQ�6e� ��% , / E.! � BSo.Gf7 _ 8soxoe7 -frr97A .. Pro uern COV . 2 Crb J/t [ff¢ ¢g 2766 .3 , 1 u tiara / ;elo;lloaa � 2,go(o6F 581. 20 d, Pau¢rr�¢r/} C asf /� 7S46SF(,� O.dS° _ ....... �,G4 /. Bo 5..9dfv�tM.H. Framt �`G'od¢r .� / C'�4�7S,ov` 75, OD lo, lQjuit WV �rQmd `Covey / SG4 S40. V40 12 50.00 7 Corvc , Cross 1.34 TFe O,.5v = G7. oo 712,?/. 50 : . sub -Tall, Coat. /S% - /, 4o(o/a. 75 Totes/ ;$/Z 779, 41 /- 1 /f¢r�� �/ roc /udeaf :rernov�s�/C Q// co�sf`�cfioh w�fh iii ferr2CM7," Arid �^eA /af/n� 7a r2ecd 9rod2.f ,9/-' hcrfe Z 1rgc/!/dei 4-el aw,094 X& /Cc /¢O'!/rearvi�JO✓ ors di i/. i b �i 4.� d j%Q4J�he�r >h9 mvPV a�r..��'ir�� al shav'�l .l�esiy.-� o,/' /hfarsrc,/ion yororrdet /i /yh spend /ones fir! 6o %�y drecf /o.�r O F .� ?.y„`fs� .y. + }fjw P n4 , �-iekx , io iue ro •. �_C ..a.. 4„�::•••__ :.:. - � �:: �� KE P EL8 ESnlA p. . BY.... ..... . . .. . ..... .........DATE ............. _..._ a CHKO. BY. .... ........ _DATE.fCLYc�d� SUBJECT.., 1.. .d.- /..� {.- �C/.�5'w. >,r�.L....Q SHEET NO........�.1.?,._...OR.._ _......,..'!... 1. k2..{...... S. tiu. L .. %1..d`.f.Yw..flP.._^.....w`2� JOB NO ......FOSR..'L¢1......._._...__ _ r .�W //_ . ......... ........ .__ ......................_._. 3G,C/'/. 00 �5e;'�rd .s10 ?orq� G7, O¢S, do S�rc� /r�prvuen >��>f /. Cox• curb pear ✓a� 4�f3 L.F Q 465. L•F /. �D /.G� s 797 40 4.55', 6o Z• Go�c, Gvrb,yv,yvf/ar rtcs� cPy �, Ganc siq%asua/� Z> ZG � S,F, a� x,35 " 79Z•AG Go. >c, �r�daruay /BG 3r'(� d.7�•= /3�/, Sd 7 3/O S,F dp 0.36= lii.G�yp!/G r�,'>rsfrcG� ,9G, dr > ✓utrJy .738 Sf' c� c'9•.3a= ZZJ, /% 7. E,ccav4�� G/vD cy, � d,GO= 39G.Do 5,3Gm• 20 �, CO�G%j ,�S /r! L• /O' / tip : ceZ /,G�Y.'1e� a /, OP9. 40 3. Pc,y>o ✓e cra /of ✓ ©' co.�e✓i �rvsiK / .�� Lc� 3c�9, eo Tc�o�., �f 7, 2tt13• ZD Gi�%y e �aey,OOrfC 4Gfi, Gcr>�er Z¢ >ele /,Vovr'o r crr>criI . /. PQ ✓c � >caf �emoda/ 34, 9/G Sf. � D, 20 = G, 9B3.2o .517, 364 S,F40 . 0.35 = /3, 777.40 3, E�cgv4� /on 2;538 cY@ �,Gd - G52Z,80 $form �roi%✓ /m>prova�J1 BH73 Z2, 2,33.440 S ✓�nGl /ca G /iQ'H)�r' � ,�F%i � 8'Sp d� ° Z S�dO Cenc, Ga / /4r . 3G "fo 4Z" / E/.� �'i $S� Gti^ c 35'4• �' 3G,C/'/. 00 �5e;'�rd .s10 ?orq� G7, O¢S, do BY t DATE SUBJECT .... ............... ........... ................. . . . .... ... ...... .... ....... DATE CHKD- By ......... ��tl ... . .. . ................ ................... .. .......... . .. — . . . . . .......... ............................. .... -Oe 7 L,., G' dr,4. Aq, 9-5210;n Zloa- 49 Af A 'a I SHEET NO .... -5f--OF.x? ..... JOB ............ / &�v = 2,7 /Z.GO 0.35= eo ZL /7 1p,/ -7. zle As discussed with you in our telephone conversation yester- day, we are desirous of moving ahead with the conveyance of the right of way necessary for the widening and improvement of 16th Street. We are also aware of your interest in ac- complishing the vacation of the public utility easement retained by the City at the time the former right of way for 16th Street was abandoned. For your information, I am transmitting the following docu- ments: 1. A copy of a title report showing the condition of the title of Lot 148. 2. A description prepared by our Public Works Department of the street right of way which is to be conveyed to the City. 3. A drawing prepared by our Public Works Department showing the right of way to be conveyed to the City. As I mentioned to you in our conversation, there are a number of exceptions listed in the title report under item 5 which will -require further evaluation to determine whether the interestsshown thereunder will have to join in the conveyance of the street right of way to the City in ordar to provide satisfactory title. I have pencil - marked these items and would appreciate having your advice a3 to whether we can eliminate the interests in question without the necessity of having them join in the deed to the City. I also want to mention that the Public Works Department has requested that a statement be included in the deed conveying the street right of way to the City to the effect that,in Kr. Gordon X. Richmond -2- January z50 LVb/ { . �tii1i{. ".'..11tt- '.`•t ".'.lil tl".`. ;iL^.IPA�IC ;z': mr�L�'., _zt11 �•,u�,�, :f`.S.i�_ "ISl'rL �tit; to ncn1ttruc, �icgcs Dr. LGC ��DAert} acjacent :c the easement sufficient to accommodate the widening of 16th Street. I would appreciate having your comments as to whether this language would be acceptable. If you have any . 41 . r . ,. ...... 1,01 ,:ont:tct Hr. 3enjanin Jolan, our City Engineer. We will appreciate your cooperation in supplying us with the requested information. Please be assured that we will do our best to resolve the remaining problems in connection with the Stanley Estate property in the shortest possible time. Yours truly, Tully H. Seymour THS :mec City Attorney Encs. cc — Benjamin Nolan, City Engineer r JANUARY 26, 1967 WILLIAMSON & SCHNID 1535 EAST 1ST STREET SANTA ANAL CALIFORNIA ATTENTION: 806 WI LLIAMSON SUBJECT: 16TH STREET IRON IRVINE TO DOVER. GENTLEMEN: 0 THIS CONFIR113 OUR OIS;USSION OF JANUARY 26, 1967- THE SKETCHES PRiiSENTED FOR REVIV4 BY THIS OFFICE ON JANUARY 26 ARE CONCEPTUALLY SATISFACTOdY AND YOU MAY PROCEED WITH DESIGN. THE CURB INLET AT SEA GULL LANE SHOULD OE PLACED WEST Of THE DROVEWAY AS SUGGESTED BY YOUR DESIGN. HTC: IN VERY TRULY YOURS HUNTER T. COOK PROJECT ENGINEER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD T0: WILLIAMSON & SCHMID 1535 EAST 1ST STREET SANTA ANAO CALIFORNIA ATTENTION= BOO WILLIAN30W SUBJECT EBISTING IMPROVEMENT DETAILS AT LOTH STREET AND IRVINE AVENUE WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION j DRAPING N0. R- 5080 -L SHEETS 1 Z) REMARKS: COPIES TO: BY: HUNTER T. COOK PROJECT ENGINEER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CpRp OF ORAL INFORMATION IN PERSON ,TELCON F 1 RM tr _ TEL, FIRM° /i \ Cat /O FILE: SUBJECT! _ pATE1� GIVEN OUTLINE OF INFORMATION RECEIVED I ^I 1 . IJ Q - �'0 8'0 . ►... b�<- t pox W-5 DATE DUE PERSON RESPONSIBLE ACTION REQUIRED EES INDICATED BV ItCIt 14 NO. BLOCK- NOTE= MAKE COPIES FOR ADORES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. {NEWPORT BOULEVARD To: WILLIAMSON i SCNNID 1535 EAST 1ST STREET SANTA ANAy CALIFORNIA ATTENTION: 800 WILLIAMSON DATE_ JANUARY 13, 1467 SUBJECT: CONTRACT FOR ENOINEERiNo 5ERviCE. - lwmovENENT or 16TH STREET FRoN lRVtNE fvtow To Dove* DRIvE. WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION I FULLY EXECUTED CONTRACT. REMARKS: FoR YOUR FILES. COPIES TO: By NUIITER T. COOK rROJECT EININEEK *LLIAMSON and SCHMID CIVIL LN CINEER8 1585 EAST FIRST STREET SANTA ANA. CALIFORNIA PHONE 547 -0721 Mr. Hunter Cook Department of Public Works 3300 Newport Boulevard Newport Beach, California n: 16th Street, Irvine to Dover GENTLEMEN: WE ARE SENDING YOU THE FOLLOWING: content R remarks no. of each Driveway location plan for rest home 1 As requested in our conversation January 10 at our office, here is our recommended relocation of the rest home driveway. RECFIitFD JAN 12 1967 PUBLIC WORKS L,EPL SINCERELY, WILLIAMSON 3 SCHMID by E. G. Squires per �oS3 a J 66 -141 TRANSMITTAL aaf. 1 -11 -67 sent via a J) MAIL 0 YOUR PICKUP 0 BLUEPRINTER 0 MESSENGER ❑ EXPRESS CI these an • (as chocked below) M PER YOUR REQUEST -V FOR YOUR APPROVAL ❑ FOR YOUR FILES $) FOR USE ON JOB $1 PRELIMINARY ONLY 0 FOR ESTIMATING 0 BILLED TO YOU 0 TO BE RETURNED 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD Tot WILLIANSON % SCNNID 15535 EAST l%T STREET SANTA ANAL CALIIORNIA ATTENTION: ftb WILLIAMON SUBJECT: 16TN STREET (IOROYENENT DATE. JANUARY 11, 1967 WE ARE TRANSMITTING THE FOLLOWINGS No. COPIES DESCRIPTION (1) MATERIALS REtan REMARKS: rOR YOUR suromATION COPIES TO: BY: �.„. HMTER T. COOK PROJECT ERSIMCCR JANUARY 9, 1967 TO: CITY COUNCIL �f�( FROM: PUBLIC WORKS DIRECTOR SUBJECT: CONTRACT FOR ENGINEERING SERVICES FOR THE IMPROVEMENT OF 16TH FROM IRVINE AVENUE TO DOVER DRIVE. RECOMMENDATION: ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH WILLIAMSON AND SCHMID FOR THE SUBJECT SERVICES. DISCUSSION: THE APPROVED BUDGET FOR FY 66 -67 PROVIDES FOR A PROJECT. TO RECONSTRUCT AND PAVE TWO TRAFFIC LANES ON 16TH STREET FROM IRVINE AVENUE TO SEAGULL LANE. ALSO INCLUDED IS A PROJECT TO INSTALL A STORM DRAIN ALONG 16TH STREET. ENGINEERING WAS TO BE DONE BY AN OUTSIDE ENGINEER. A PROPOSAL HAS BEEN RECEIVED FROM WILLIAMSON AND SCHMID, CIVIL ENGINEERS OF SANTA ANA TO PROVIDE THE REQUIRED ENGINEERING SERVICES FOR THE IMPROVEMENTS. THE DESIGN WILL INCLUDE THE ENTIRE STREET WIDTH FROM CURB TO CURBS ALTHOUGH THE ACTUAL AMOUNT. TO BE CONSTRUCTED IN ADDITION TO THE CITY PORTION WILL DEPEND ON THE RESULTS OF NEGOTIATIONS CURRENTLY UNDERWAY WITH ADJACENT PROPERTY OWNERS. PAYMENT FOR SERVICES FURNISHED WOULD BE BASED ON STIPULATED HOURLY RATES WITH A MAXIMUM FEE OF 6438. THIS 15 IN CLOSE 'AGREEMENT WITH THE ESTIMATED ENGINEERING COST PREPARED BY THIS OFFICE BASED ON THE AMOUNT OF ENGINEERING WORK REQUIRED. WILLIAMSON AND SCHMID HAS SATISFACTORILY PERFORMED SIMILAR WORK FOR THE CITY AND IS WELL QUALIFIED FOR THIS PROJECT. THE ESTIMATED COST OF THE CITY PORTION OF THE PROJECT INCLUDING ENGINEERING 15 $93000. l J SEP14 T,. EVLIN P BLIC W S DIRECTOR HTC:IH APPROVED BY CITY COMI CIE JAN 9 1967 196__._ DATE .:�- -- CITY OF NLWMRT MACH C I'l'Y 01"NEY Li iv �.tit;C'IY January 6, 1967 Toy City Clerk From: City Attorney Subject., Contract for engineering services.with Williamson and Schmid Civil Engineers Attached is a copy of the subject contract for engineering services in connection with the improvement of 16th Street from Irvine Avenue to Dover Drive, together with a resolution which, if adopted by the City Council, will approve the same and authorise its execution on behalf of the City. We are advised by the Public Worka Department that they have received the original of said contract which has been executed by the engineer and it is ready for presentation to the City Council at their meeting on January V. mec Atts. Tully H. Seymour City Attorney cc - City Manager Public Works Director j (Attention; Hunter Cook) APPF OVED BY CITY CU �j'dC1L DATE, Ar�� —) 59:;7 19c� 5 s than be* been presented to the City Commit of 6 the, City of Romport Saab a owtain cootsratt betummi as Cary of 7 NSMWt ash ss4 Wi lllMratou and Se said GWI Taliftoers for 8 0491410t ViAt was in commotion with a pub1ia works project 9 whiab IS generally 4"cribed ae %be iMyrovement of I4tbt Street 10 frtea Uv%e .A1rtme to Dover Drive; and 11 . the Ditty CA it has omaidered the testae and 12 1 com it ions of said oentraat and fatted thaat to he fair and o"t"I 13 VWjp TIMW=g IN IT USOLM that said aatetract for 14 eaAiueerIng services is approm"d and the r rend City CU%* are 15 hereby awthsri+ead and diraated to execute, the seas an behalf of 16 the city of art SOM16 17 AMP= this day of J=maay, 19670 18 19 20 ATTZST% 21 22 23 24 25 26 27 28 29 30 31 32 �r THS W 9 6 (7) 1 CONTRACT M BN —w4grK S VICES 2 (Ingtrovewene Of 16th Street from Irvine Avenue to Hover Drive) 3 4 THIS AMED04T is made and entered into by and between 5 the CITE OF NEWPORT BEACH, hereinafter referred to as "City ",. and 6 WILLIANSON AND SCHKID CIVIL ENGINEERS, hereinafter referred to as 7 "Engineer", both of whom understand as follows: 8 RECITALS; 9 A. City proposes to construct a public works project 10 which ia..gonarally described as the improvement of 16th Street from 11 Irvine Avenue to Dover Driest, which shall include the following 12 wrorkt The widening of 16th Street to an ultimate width of 60 feet 13 between the faces of ektsrior turbo from Irvine Avenue to Sea Gull 14 Lane; the widening of Utb Street by 12 feet on its southerly side 15 between Seat Gull Lane and mover Drive, including relocation of the 16 curb; and the construction of a storm drain between Irvine Avenue 17 and Sea Gull Lane with catch basins at Irvine Avenue and other 18 locations as required. 19 B. City desires to engage the services of Engineer to 20 perform engineering services in connection with said project. 21 AGREEMENT; 22 1. General., 23 City engages Engineer to furnish the services hereinafter 24 specified for the compensation herein stipulated, and Engineer 25 agrees to perform said services upon said terms. 26 2. Duties of Engineer. 27 The Engineer shall: 28 (a) Make necessary preliminary investigations, including 29 a hydrology study, and field surveys as necessary for design. 30 (b) Attend necessary conferer4es with the City Manager, 31 Public Works Director or any other authorized representatives of 32 the City and other interested parties to accomplish the planning 8 9 10 11 12 13 14 15 16 17 la 19 20 i 21 22 23 24 25 26 27 28 29 30 31 32 1 and preliminary studies of tj prsat. (a) prepare datail a, s and specifications, a contra proposal, and quantity and cost estimates, suitable for use by the city in calling for competitive bidal, to the satisfaction of the publte Works Director. (d) Check shop;&swings and revise plans and specifica- tions as necessary to accosamgdrito conditions discorsred during construction. (e) Consult with the Fablic Works Director and his staff regsxding interpretation of the plans and specifications and other problems which may from Lima to time arise.. 3. Duties of City. City agrees to provide:Enginaer wits the followings (a) Kylar sbeets for.preparation of plans. (b) Existing hydrology study. (c) Existing field survey data. (d) R value and traffic index for detsss�ing structural section. 6. CeMletion of Services. Engineer agrees to complete the engineering services and to deliver all plans, specifications said other.docomests required. bp this agreement on the following time schedule; (a) Submittal of preliminary plans, specifications and cost estisestes within five weeks after onecution of this agreement. (b) Submittal of final plaas:and specifications within five weeks after approval of preliminary plans, specifications, and cost estimates. (a) Completion of plans and. specifications preparatory to calling for public bids within three weeks after approval of.the final plans and specifications by the City. 5. Pavosats'by City. City agrees to pay Engineer for all services called for a. r 1 2 3 4 5. 6 7 8 9 10 11 12 13 14 15i 16 1 17 18' 19 20 21 22 23 24 25 26 27 28 29 30 I 31 32 1 I under the provisions of this co,:t -sect an amount baled upon the following fee schedule, but in no event shall the total amount exceed $6438: Principal Engineer $18.00 per hour Design Sugineer 14.00 per hour Assist -ant Engineer 12.00 per hour Draftsman 10.00 per hour Secretary 5.00 per hour 3-Man Survey Party 30.00 per hour 2 -Man Survey Party 24.00 per hour Blueprints Cost + 25% Computer Charges Cost + 25% The amount to be paid to engineer shall be payable as follows: (a) Monthly partial payments, each psyment.to be the amount earned as determined by the tee schedule. The sum of the monthly partial payments shall not exceed ninety per cent (90%) of the above maximuan fee. (b) The balance of the total amount to be paid upon acceptance of the construction work by the City Council, but in any event not later than 18 months after the signing of the plans by the Public Works Director, in addition, City shell reimburse Engineer for the actual cost of reproduction of copies of said plans, specifications and related documents requested by City. 6. Termination. This agreement may be terminated at any time by the City upon five days' written notice to Engineer, either by personal service or by placing said notice in the United States mail, postagt prepaid, addressed to any of Engineer's business offices. In the event of termination due to the fault of Engineer, City shall be relieved of any obligation to compensate Engineer. If this agree- ment is terminated for any reason other than the fault of Engineer. City agrees to compensate P.ngineer for the actual services up to the effective date of the notice of termination. 3. P 1 2 3 4' 5 6 7 8 9 10 11 12 13 14 15 16' 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 4 , a. . r. '_1. %• Amea+imeat. This agreement may bl *asmenced or modified only by written agree mats signed by both parties and fa£lura.on the part of either -*art �r to enforce any provision of this agreement shall not be conirtrued as ,.& waiver of tbt1right.go compel enforcement of such provision or provisions. $. .p esi�zaeant. This agreement shall not be assigned without the written comsat of City. 9, iiCSld Harmless Agreement. Engineer shall assume the defense of and indemnify and save harmless the City, and its officers and employees$ from all claim, loss, damage, injury and 1£ability of every kind, nature and description, directly or indirectly arising from Engineer's performance of this contract and of the engineering work and services herein provided. IN WTMS3 'UMMOF. the parties hereto have executed cuted this agreement this day of 19V CITY OF NEWMT B=H By I AFPROVSD AS TO Fib: Attest: TULLY R. SRYMM CIry Mork City Attorney Cii'Y q WILLIAMSOH AND SCMM CIVIL 8[s IKMS By Its Attest: JANUARY 9► 1967 NEWPORT -MESA UNIFIED SCHOOL D1�TRICT 1601 16TH STREET NEWPORT SEACHI CALIFORNIA ATTENTION: MR. Roy ANOERS =.V SUBJECT: 16TH STREET IMPROVLMENT - STADIUM POWER SERVICE RELOCATION. DEAR SIR: FOLLOWING OUR CONVERSATION OF THIS PAST WEEK, I MET WITH MR. RAY HAWLEY OF THE EDISON COMPANY TO DISCUSS THE QUESTION OF RELOCATING THE POWER SERVICE TO THE FOOTBALL STADIUM. HE ADVISES THAT ANY RE- LOCATION WOULD HAVE TO BE AT IHE EXPZ'NSE OF THE EDiSON COMPANY IN ACCORDANCE WITH 'fHE TERMS OP THEIR FRANCHISE. HE FURTHER REPORTS THAT THE NEW SERVICE WILL PROBABLY BE RUN UNDERGROUND. 11,4 EDISO;J COMPANY REPRESENTATIVE WILL BE IH CONTACT WITH YOU TO DISCUSS THE DETAILS OF THE MOVE AS SUU:. AS !HE TIMING OF THE SOUTHERLY iMPROVEMENl'S IS SET. I MOPE THIS WILL GIVE YOU THE INFORMATION YOU NEED. if I CAN BE OF ANY FUR "i HI:R ASSISTANCE, PLEASE CALL. VERY PL-LY YOURS, HUNTER T. COOK PROJECT ENGINEER HTC :IM ff T0: WILLIAMSON 4 SENN10 1535 EAST 1ST STREET SANTA ANAf CALIFORNIA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD ATTENTION: 50S WILLIAMSOM SUBJECT= 16rN STREET - SEAGULL TO DOVER Cf /04'38 1 DATEJAMUART 9, 1967 -J 1 i r A WE ARE TRANSMITTING THE FOLLOWING°. ND, COPIES DESCRIPTION REMARKS: 1 Gs Dew 5018 SNTS 9-11 COVER DRIVE STORM DRAIN) COAST NIGMUAT TO WE8TCLIFF DRIVE 1 PER YOUR REQUEST. COPIES T0: CITT WATER ATLAS SWEET J$ BYa INIMTti T. Coax PRQ.IECr EMO+NcER 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: ( .nn /�. IN PERSON FIRM: TEL.. _TELCON m FIRM: TEL. SUBJECT: FILE: C'.- Ik='Fi3 6 /f DATE: OUTLINE OF INFORMATION RECEIVED 11 GIVEN I ✓I [? C K(- S. r r� --> ez .a r u A 4 cd 2. L.J�L�, �A6- ,[o1_t C,. •��L�- CCU �.1rACJT ©C'. (C7 Ica` Q ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "Crr IN No. BLOCK. DATE DUE -c CZ7 Ci '� Q A -r 6j AC 205S %iLbr.- C63 c.. ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "Crr IN No. BLOCK. DATE DUE OLLIAMSON and SCHMID CIVIL ENGINEERS 1598 EAST FIRST STREET SANTA ANA, CALIFORNIA PHONE 547 -8721 C- ILA3 TRANSMITTAL i • data • 1 -5 -67 Hunter T. Cook Project Engineer sant via • ❑ MAIL City of Newport Beach 3300 West Newport Boulevard ❑ YOUR PICKUP Newport Beach, California h ❑ BLUEPRINTER 6 MESSENGER GENTLEMEN: ❑ EXPRESS WE ARE SENDING YOU THE FOLLOWING: ❑ content & nmarks these an a (as chocked below) ❑ PER YOUR REQUEST no. of each ❑ FOR YOUR APPROVAL ❑ FOR YOUR FILES Enclosed are three copies of the Contract for ❑ FOR USE ON JOB Engineering Services for the improvement of 16th ❑ PRELIMINARY ONLY Street from Irvine Avenue to Dover Drive signed ❑ FOR ESTIMATING by us as requested. ❑ BILLED TO YOU ❑ TO BE RETURNED I Ik SINCERELY, WILLIAMSON & SCHMID by B. W. Williamson Pal ,: 0 PUBLIC WORKS 0 CITY ATTORNEY PUBLIC WORKS DEPARTMENT GRANT Of EASEMENT . 16TH STREET FROh IRVINE AVENUE TO SEAGULL LANE DEC. 2o, 1966 THE SCHOOL DISTRICT MAS REQUESTED THAT THE SV&JECT EASEMENT SE MODIFIED TO READ "NEWPORT-Mt4A UNIFIED SCHOOL DISTRICT" Vitt THE NEWPORT HARBOR UNION HIGH SCMOOL'DiSTRICT. THE DISTRICT WAS ALSO REQUESTEO THAT A CLAUSE SIMILAR TO TMt FOLLOWING BE ADOEBI THE GRANTOR RESERVES THE RIGHT TO ENCROACH UPON THE EASEMENT MIEREIH GRANTED BY THE EXISTING STADIUM OVERMAN& AMP, FURTMEN 0RE, IN THE EVENT THE DISTRICT OtSIREO TO EXTEND THE BEATING CAPACITY OF we STADIUM IT MAY DO SO BY LATtn" EXTENSIONS ON EITHER OR BOTH SIDES TMEREOF, SAID EXTENSIONS ALSO OVERHANGING TO THE SAME CXTEMT. PLEASE REVISE THE AGREEMENT AND RETURN AM APPROPRIATE NUMBER OF COPIES TO THIS OFFICE. THE DISTRICT HAS REQUESTED THE REVinD 1KRSi0M FOR REVIEW BY DtecMBcR 22. HUNTER T. COOK PROJECT EM&INEtR HTCiMAJ CITY OF NEWPORT BEACH CITY ATTORNEY DEPARTRENT December 19, 1966 To: Public Works Director (Attention: Hunter Cook) From: City Attorney /o r.? 9 Subject: Contract for engineering services for the improvement of 16th Street from Irvine Avenue to Dover Drive Attached are the original and two copies of the subject contract with Williamson and Schmid Civil Engineers, as requested by your memo of November 28, 1966. If this contract is satisfactory, it should be submitted to the engineers for execution in duplicate by the proper officers of the corporation and return to us. We will prepare a resolution authorizing its execution on behalf of the City for presentation to the City Council following our receipt of the executed document. Tully Seym THS:mec City ttorney Atts. C- /oFI38 DECEMBER Igo 1966 WILLIAMS*" AND SCIBIID 1535 EAST FIRST STREET SANTA ANAL CALIFORNIA ATTENTION: MR. BOB WILLIAMSON SUBJECT: CONTRACT FOR ENGINECRING SERVICES FOR THE IMPROVEMENT OF 16TN STREET FROM IRVINE AVENUE TO DOVER DRIVE GENTLEMEN: ATTACHED AMC THE ORIGINAL AND TWO COPIES OF THE SUBJECT CONTRACT. IF THEY MEET WITH YOUR APPROVALS PLEASE NAVE THEM SIGNED AND RETURNED FOR EXECUTION BY THE CITY. A FULLY EXECUTED COPY WILL BE RETURNED TO YOU FOR YOUR FILES. VERY TRULY YOURS HUNTER T. COOK PROJECT ENGINEER HTC:NAJ ATTI i 3y q r rl �.k NEWPORT44KSA UNlrlco SCMoOL D uTRItT 1601 16TH STREET NEWPORT BEACH, CALIFORNIA ATTENTION% DR. NORMAN R. LOAT9 m NmustR 4, 1966 SUBJECTS PROPOSED STREET 104PROVEMENTS • 16TM STREET FROM IRVINE AVENUE TO Omp DRIVE DcAR Sint WE ARE MOM READY TO PROCESS WITN TUE OESION Of TMC SUBJECT PROJECT AS OUTLINCO IN OUR LETTER Or JULY g, 1966. A GRANT Or EASEMENT ►OR STREET PURPOSES HAS 69EN PREPARED AND THREE COPIES AMC ATTACHED FOR YOUR REVIEW. IF TUC DOCUMENTS MEET WITH YOUR APPROVAL, PLEASC HAVE THE ORIGINAL EXECUTED BY TIE BOARD of TRUSTEES, MOTARIZED, AND RETURNED TO THIS orrlCE. WE WILL THEN FORWARD THEN TO THE CITY COUNCIL FOR ACCEPTANCE. IN YOUR LETTER Or JULY 21, 1966, YOU REPORTED THAT THE BOARD Or EDUCATION HAD GRANTED PRELIMINARY PPROVAL FOR TUC DISTRICT TO PARTICIPATE IN THE IMPMOVENEUTSj )BUT FINAL APPROVAL BY THC BOARD WAS NOT POSSIBLE AT THAT TIME. WE WOULD NOW LIRE YOUR AUTHORIZATION TO PROCEED WITH CONSTRUCTION Of TUC FULL IMPROVE- MENTS. IN ORDER TO AVOID THE PROBLEMS CONNECTED WITH TUC RAINY SEASON AND TUC STADIUM TRAFFIC GENERATED DURING THE SCHOOL YEAR, THE CONSTRUCTION PHASE Or YNC PROJCCT WILL NOT BEGIN UNTIL LATE MAY on JUNE Of 1967. IF TUC DISTRICT DESIRES ITS PORTION OF THE IMPRoVENENT FUNDING MAY OC PAID DURING FY 67- 5. A WILL, HOWEVER, MCOUIRC AN ASSURANCE THAT rUMos WILL OC PROVIDED scroRC WE CAN AWARD A CONSTRUCTION CONTRACT. 4 SUYJCC" PROPOSED STREET iHIROYCMCMTS PAYE 2 a I/ TMERt Is ANY IURTNCR tNFORNATION WNICM YOU MAY RcYU1RE on t/ WE CAM BE Or ASSISTANCE tM ANY WAY# PLEASE DO NOT HESITATE TO CALL. VERY TRULY YOURS HTCtNAJ s Josc►N T. DcYLIN PUOIIe WORMS DIRECTOR WILLOMSON AND A SCHMIDOIVIL (N CORPORkIION$ A +4z- I" 4 ENGINEERS 1535 EAST FIRST STREET SANTA ANA, CALIFORNIA TELEPHONE 547 -6721 November 2, 1966 City of Newport Beach 3300 Newport Boulevard Newport Beach, California Attention: Benjamin Nolan, City Engineer Subject: Proposal for engineering services - improvements of 16th Street from Dover Drive to Irvine Avenue Gentlemen: We are pleased to submit the following proposal per your letter of October 14, 1966. Our office will complete the following work: 1. Prepare three plan and profile sheets at 40 scale showing complete street improvements with a width of sixty (60) feet between face of curbs, from Dover Drive to Irvine Avenue. 2. Prepare one sheet of intersection details to cover Irvine Avenue, Sea Gull Lane, and Dover Drive. Prepare one detail sheet showing retaining walls, side- walk and sprinklers and other improvements contiguous with the church property. 4. Prepare one title sheet. 5. Prepare two plan and profile sheets showing storm drain improvements. Prepare one detail sheet of the storm drain including revisions between Sea Gull Lane and Dover Drive contiguous with the church property. 7. Prepare one disposal site plan to provide for disposal of excess excavation. 8. Prepare quantity and cost estimates for the entire pro- ject. Plans will be prepared so that storm drain improvements and twelve each side of the centerline between Sea Gull Lane and Irvine Avenue and the southerly side of the centerline Gull Lane. a contract may be let for (12) feet of pavement on the existing improvements at the ultimate improvements on a between Dover Drive and Sea S ,J We shall prepare specifications, contract proposal, quantity �,f/ and cost estimates for storm drain improvements and twenty -four coo CIS 'V1 (24) feet of pavement from Sea Gull Lane to Irvine Avenue and for improvements of the southerly one -half street between Dover Drive ee and Sea Gull Lane. e 9y 4� STRUCTURES • HYDRAULICS' LAND PLANNING • HIGHWAY CONSULTANTS w� City of Newport Beach November 2, 1966 Mr. Benjamin Nolan Page 2 In preparing the plans and documents described hereinbefore, we will provide the following: 1. Preliminary investigations and negotiations with all agencies involved. 2. Hydrology study. 3. Field surveys necessary for design. 4. Two sets of preliminary prints showing grade and alignment for roadway and storm drain improvements accompanied by quantity and cost estimates for your approval of concept. 5. Preparation of plans described hereinbefore with ink on mylar sheets furnished by the City. 6. Two copies of contract proposals and specifications for your approval of concept. 7. Consultation time, as required, to accomplish everything proposed hereinbefore. The City will provide the following: 1. Mylar sheets for preparation of plans. 2. Existing hydrology study. 3. Existing field survey data. 4. R value and traffic index for determining structural section. 5. Consultation as needed to accomplish the work. After letting of the contract by the City, we will provide the following: 1. Conference with the contractor and resident discuss layout and procedure of work. 2. Construction survey staking for the contract a. One set of storm drain stakes at 25 -foot b. One set of rough grade stakes at 50 -foot c. One set of catch basin stakes. d. One set of curb stakes on the south side Drive and Sea Gull Lane. engineer to as follows: intervals. intervals. between Dover e, one set of finished grade stakes (blue tops) between Sea Gull Lane and Irvine Avenue. f. Contract consultation as necessary. The total cost of all the work described above shall be billed to the City at our existing hourly rate schedule included herein with the maximum not to exceed $9,937.00. As the relocation of the curb, gutter and storm drain improve- ments contiguous with the church property are not to be constructed at this time, we recommend that they be deleted from this proposal. The cost of field surveys and construction plans for this work is considerable and could possibly be of little value in the future due a City of Newport Beach Mr. Benjamin Nolan November 2, 1966 Page 3 to changes in church improvementk and traffic patterns or needs. By removing any change in improvements to 16th Street adjacent with the church property between Dc*er Drive and Sea Gull Lane, the total cost of the remaining work will not exceed $7,338.00. Our proposal includes construction surveys for the construction of the storm drain and appurtenances and the construction of twenty -four (24) feet of pavement and the relocation of curb and gutter and construction of full improvements on the south side of 16th Street between Dover Drive and Sea Gull Lane. The estimated cost of this work is $1,156.00. If you do not wish this to be a part of the proposal, the maximumsstated hereinbefore may be re- duced $1,156.00 less $256.00 for additional consultation time for a total reduction of $900.00. We strongly recommend that the construction surveys be included as a part of the proposal for the following reasons. 1. Submittal of preliminary plans and profiles : Five weeks 2. Submittal of final plans and specifications after prelimin- ary plans and profiles are approved : Five weeks 3. completion of plans and specifications for letting of a contract after review and return to us by City : Three weeks Add three (3) weeks to Item 2 above if plan is to be prepared for relocation of curb and retaining walls contiguous with church between Dover Drive and Sea Gull Lane. Thank you for the opportunity of submitting this proposal. Sincerely, B. W. Williamson BWW /99 1. The survey parties that prepared the topography notes will 73'] do the construction staking. 2. The Chief of Survey helps in preparing the plans and will instruct the survey party as to the best way to do each phase of the work. 3. The Chief of Survey has direct contact with the principals AP" responsible for the improvement plans. We propose to complete the work within the following time schedule after authorization to proceed. 1. Submittal of preliminary plans and profiles : Five weeks 2. Submittal of final plans and specifications after prelimin- ary plans and profiles are approved : Five weeks 3. completion of plans and specifications for letting of a contract after review and return to us by City : Three weeks Add three (3) weeks to Item 2 above if plan is to be prepared for relocation of curb and retaining walls contiguous with church between Dover Drive and Sea Gull Lane. Thank you for the opportunity of submitting this proposal. Sincerely, B. W. Williamson BWW /99 A I OIAMSON and SCBMID CIVIL RNOINEERS 1535 EAST FIRST STREET SANTA ANA, CALIFORNIA PHoma 647.6721 Mr. Benjamin Nolan City of Newport Beach 3300 Newport Boulevard Newport Beach, California n: GENTLEMEN: WE ARE SENDING YOU THE FOLLOWING: content R remarks Enclosure #1 of letter dated November 2, 1966 no. of each 1 R F C F I V F D NOV 4 1966 SINCERELY, WILLIAMSON S SCHMID by B. W. Williamson Par TRANSMITTAL data a 11 -3 -66 sentvia * 67'MAIL ❑ YOUR PICKUP ❑ RLUEPRINTER ❑ MESSENGER ❑ EXPRESS that* are a tat chocked hoh,w) ❑ PER YOUR REgUEST , ❑ FOR YOUR APPROVAL ❑ FOR YOUR FILES ❑ FOR USE ON JOR ❑ PRELIMINARY ONLY ❑ FOR ESTIMATING ❑ BILLED TO YOU ❑ TO SE RETURNED ❑ 4 y! 1 C=I WILLITCMSON AND SCHMIDOIVIL ENGINEERS IA CORPORATION) 1535 EAST FIRST STREET SANTA ANA. CALIFORNIA 'TELEPHONE 547 -8721 Fee Schedule - August 1, 1966 Principal Engineer $18.00 per hour Design Engineer 14.00 per hour Assistant Engineer 12.00 per hour Draftsman 10.00 per hour Secretary 5.00 per hour 3 -Man Survey Party 30.00 per hour 2 -Man Survey Party 24.00 per hour Blueprints Cost + 25% Computer Charges Cost + 25% STRUCTURES. HYDRAULICS' LAND PLANNING •'HIGHWAY CONSULTANTS CITY M&WPORT BEACH - P,UBL I C. WWS NT ESTIMATING FORM PROJECT /(� -� BYz_� DIVISION DATE //- ) PRELIMINARY O FINAL NO. ITEM QUANTITY. UNIT PRICE AMOUNT CS x- va ,-ro V l A 5 /Gbh / Ci i '7- .G 45 X �� 27 Zoo .5 O.OG 1, Sdo . /z oCD A 0 CITY OF NEWPORT BEACH CITY ATTORNEY E AR T To: Public Works Director From: City Attorney 2 October 31, 1966 Subject: Street easement for portion of 16th Street between Irvine Ave. & Dover Dr. Transmitted are three copies of a proposed Grant of Easement for street and highway purposes over two parcels of property at the subject intersection from Newport Harbor Union High School District of Orange County to the City of Newport Beach. If you find this document to be satisfactory, it should be forwarded to the grantor for execution and returned to the City. Following return of the executed document, we will prepare a resolution authorizing its acceptance for presentation to the City Council. THS :aem Attachs. el? 4 Tully Seym9d.1 City ttorney V -V i • LAW Cr /ICts Go"" X. RItwom 84 PLAZA ORANO[O CALIPOMIIA, 92666 SUBJECTS STAIN.tY PROPERTY AT 16m AM Down RENTuMRNI M 'y9- q OCTons 27, 1966 YOUR LITTER Or OCTOKR 111, 1966 TO TNR CITY COUNCIL 090MMOM0 TNI ASOVE PROKRTY WAS ntr9RKO TO YK PLAIMIN COMMISSION AND TO TIM[ PNSLic Wous DtPARTNENT Ion AcTIoN. Tw PLAINIIIIS CONNIss1oN Me Tilt PLANNING DtrARMOIT AIK WDRICONS ON Tat 2oNIN0 NATTta, AND THIC PUBLIC WORDS DtPARTNCNT IS WORKING ON Ks01.UTION Or THE CAKMRNT PROBLCN. AS YOU NAY RECALL& AT TNS TINE K COMIKMATION OF Tilt KRYNCt STATION UK ►[IIMIT CARLY LAST YEAR, TIK EAKIRNT HATTtn WAS OISCUSKO ALONG WITH DOW OF TIIL STEPS KEEKO TO KSOLYE Tilt PaCOLtN. A epy Or TIN: CONDITIONS or ApmoYAL KCSMItNoto ►M UK PERMIT IRM OY Toot Punic WORKS DmaTMtNT so FEonUAnY 3. 17r,[6 6 Is ENCLOOEo ran K►tacNct. YOU WILL NOT[ THAT Tilt RtCOMMCD CONDITIONS INCLUMD DED /CATIoN AND YIDtN1116 or A 12 roof STnI► oN 16TN STKET IN OWNER TO SRINO TUC STREET ADJACENT TO THE STAIOLCY PARCEL IN CONronmAme WITH TNt MAOTin PLAN WIDTH, SING[ THAT TNNI TNt CITY HAS OUOKTLD A PR"CT rem Tw IIV4M9N9NT Or 16TH STRICT WESTERLY or Toot STANLEY PROPERTY. We Ant ALSO CONSIDERINS imcLNs1on IN Tw PROJECT OF TNK WIlRIMINO ADJACENT TO TNIt STANLSY PROPinTY IF THt NECESOAaY n1ONT or WAY Is ocostATtO. Ir THIS IS OM NO STREET IMPROVEMENTS WOULD K NKCDID IN Tilt ►NTURE WHEN THE PROPERTY /0 DIYILoPEO txctPT ron SIDIWALN AND STREET LIONTS. Ir YOU ARE IN AOR MMUT WITH THIS CONCIPTOPLEAK LIT Ws KNOW AND Wt WILL IPKPARI Tool oocmt%Ts N[tDID root T/R VlMT OF WAY OtDICATION. r PASO 2 S aers. STAMLLY PRDPtm AT 16TH AND DOVLR As INDICATcO KF'ORCs IT WILL Sc IKC[SSART CITMLR TO R[LOCATC INC MOTO" UTILITICS IN TNC CA39M W OR TO PMVIDC WfINCD 9"9149NTS SO TM OLAM CT cARCM[NT CAN Oc AOAMpMCD* YOU !MOULD RCSOLYC THIS RATTCR DIRCCTLV WITH T"t YTILITICS INVOLVcO. If IT IS KCIDCD MOT TO KLOCATCi AM TO PROYISC MIND CASCI9NVSj YOU SHOULD MAYO ORAMIMSS AND 06ICRIPTIONS OF TM SAWICMTS MccD[D PRCPARCO OT A LIC9 MS[0 CIVIL cIN11R6R. CCi PLANMINO DcPARTNCNT BMI NAJ Vc*v MLY VOWS, A IjcNJANIN Be 010LAN CITY [NrINCCR FEBRUARY 3, 1966 TO: PLANNING COMMISSION FROM: PUBLIC WORKS DEPARTMENT SUBJECT: USE PERMIT 1185, SERVICE STATION AT 16TH & DOVER RECOMMENDATIONS: IF THE USE PERMIT IS GRANTED, IT IS RECOMMENDED THAT THE FOLLOWING CONDITIONS OF APPROVAL BE ATTACHED: I. CONSTRUCT SIDEWALKS ON 16TH STREET AND ON DOVER DRIVE. 2. INSTALL STREET LIGHTING IN ACCORDANCE WITH CITY STANDARDS. 3. DEDICATE 12 FEET OF RIGHT OF WAY ON THE SOUTHERLY SIDE OF 16TH STREET. 11. WIDEN 16TH STREET BY 12 FEET ON THE SOUTHERLY SIDE. 5. RELOCATE UTILITIES SATISFACTORILY. 6. PROVIDE A DEFINED PUBLIC UTILITIES EASEMENT, IF NEEDED, 50 THAT THE PRE- SENT BLANKET EASEMENT CAN BE ABANDONED. DISCUSSION: DOVER DRIVE WAS WIDENED, REALIGNED, AND IMPROVED IN 1961 AND 1962. AT THE SAME TIME THE 16TH STREET CONNECTION TO DOVER DRIVE WAS REALIGNED AND IMPROVED TO A 110 F00T WIDTH ON A 60 FOOT RIGHT OF WAY. THE OLD ALIGNMENT OF 16TH STREET WAS ABAN- DONED AND NOW FORMS A SUBSTANTIAL PORTION OF THE PROPERTY INVOLVED IN USE PERMIT N0. 1155. A BLANKET UTILITY EASEMENT WAS RETAINED BY THE CITY OVER THE OLD RIGHT OF WAY. THERE ARE PRESENTLY A GAS LINE AND AN UNDERGROUND TELEPHONE CONDUIT LOCATED IN THE OLD ALIGNMENT. THE NATURE OF THE EASEMENT AND THE UTILITY PROBLEMS ARE SUCH AS TO GREATLY RESTRICT USE OF THE PROPERTY. IT WOULD BE NECESSARY THAT THEY BE RESOLVED IN ORDER TO CONSTRUCT THE FACILITIES CONTEMPLATED IN USE PERMIT 11p88. THE MASTER PLAN OF STREETS AND HIGHWAYS WAS REVISED SOME TIME AFTER THE DOVER DRIVE PROJECT. AT THAT TIME THE STATUS OF 16TH STREET WAS CHANGED FROM A LOCAL TO A SECONDARY STREET, THUS INCREASING THE WIDTH REQUIREMENT TO A 64 FOOT PAVED WIDTH ON AN 811 FOOT RIGHT OF WAY. WIDENING OF 16TH STREET BY 12 FEET ON THE SOUTHERLY SIDE WOULD BRING THAT HALF OF THE STREET FRONTING THE SERVICE STATION PARCEL INTO CONFORM- ITY WITH THE MASTER PLAN. 4L�; ljet'�'4 BENJAMIN B. NOLAN CITY ENGINEER BBN:BE • LAW S GORDON X. . RICHMOND 84 PLAZA ORANGE, CALIFORNIA. 92666 II TiLVRON[ eaa•OOEE . '. ARZA COON 714 ._ GORDON X. RICHMOND - - OF COYNRL - SERENEA H. GREEN - ARTHUR M. BRADLEY -- SCOTT D. RICHMOND - - October 11, 1966 City Council of Newport Beach City Hall Newport Beach, California In re: Stanley Property at 16th and Dover.. Gentlemen: As attorney for Mrs. Mildred Stanley and First Western Bank and Trust Company, as Trustee under the Will of Earl W. Stanley, deceased, owners of the property at the corner of 16th and Dover Drive in your city, I would like to call your attention to the minutes of your meeting of March 14th,' 1966, in connection with the hearing on an application for the use of this property for service station purposes. In denying our application your Honorable Body further ordered: "The Planning Commission was directed to review this one piece of property and consider proper zoning. The Planning Commission and the Planning Depart- ment were instructed to develop a statement of policy concerning location and design controls for gasoline service stations ". In connection with any study made of fur property in order to determine a proper use which would not destroy its value but which would enable us to develop this property for the mutual benefit of the owners and the City of Newport Beach as well as the neighborhood, we would appreciate it if consideration could be given to elimination of the extremely broad easements which were retained when this property was allowed to revert to the Stanleys, also to the matter of relocation of existing utilities to permit normal construction on the property, these questions having been discussed in connection with the hearing on the application first above referred to. _2- City Council of Newport Beach October 11, 1966 I am sending a copy of this letter to the Planning Com- mission of your City so that its members will be informed of our desire for action on the order which was made at your March 14th, 1966, meeting and concerning which we have had no information as to progress. My clients will be glad to cooperate with you in a study which may be made with regard to the subject of this letter. Your early attention to the matter will be greatly . appreciated. J CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: L(`�li.�.y.H COQ. IN PERSON I FIRM: i,J TEL. - - TELCON 1-741, To: FIRM: TEL. NO IN IT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY SUBJECT: (��' �'i X72., 1�6s41� FILE: 13°I- d DATE: 1 C>- Z( o OUTLINE OF INFORMATION RECEIVED 11 GIVEN I F(>- � . 4 i C',wacc. to e4^� w' k f. F'b- vans. '9 5� Cv..L. 1.n�u� �' �i ..c:.,me. ��2. �G5 - 1= u.-�- •+..ixsw �o- s,n...7'S ova wary by Nlu cir— C"4 3. AU,/ SIZE> C aeR K_ 49 1` Qs c WR401 ct� Qiy�� ( OTNtR+ �i4nu Ni4nL 4rtrRS . ,4.[.91p¢— S, to 0wr Vf3m sr STQ tamer l IGKiS? ,�+j liblt rc AS -j�..mr bC T� S Jam. ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C11 IN N0. BLOCK. CITY OF NEWPORT BEACH CALIFORNIA WILLIAMSON AND SCHMID 1535 EAST FIRST STREET SANTA ANA, CALIFORNIA ATTENTION: MR. B.W. WILLIAMSON City Hau 5300 W. Newport Blvd. Area Code 714 67 &?110 OCTOBER 14 1966 SUBJECT: PROPOSAL FOR ENGINEERING SERVICES, IMPROVEMENT OF 16TH STREET FROM DOVER DRIVE TO IRVINE AVENUE GENTLEMEN: -YOU ARE INVITED TO SUBMIT A PROPOSAL FOR THE PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF 16TH STREET FROM DOVER DRIVE TO IRVINE AVENUE. THE SCOPE OF THE PROJECT 15 DESCRIBED BELOW. A COMPLETE DESIGN AND PLANS SHOULD BE PREPARED FOR CONSTRUCTION OF THE STREET TO AN ULTIMATE WIDTH OF 60 FEET BETWEEN THE .FACES OF EXTERIOR CURBS. HOWEVER, IT IS EXPECTED THAT, WESTERLY OF THE PRESENT IMPROVED PORTIONS ONLY THE CENTER 24 FEET OF PAVEMENT WOULD BE CON- STRUCTED UNDER THE INITIAL. CONTRACT AND THAT WIDENING TO THE ULTIMATE' WIDTH WOULD BE DONE LATER AS DEVELOPMENT TAKES PLACE ON THE NORTHERLY SIDE, AND AS SCHOOL FUNDS BECOME AVAILABLE FOR THE IMPROVEMENTS ON THE SOUTHERLY SIDE. THE INITIAL IMPROVEMENT WOULD ALSO INCLUDE RELOCATION OF THE EXISTING CURB AND DRAINAGE STRUCTURE ON THE SOUTHERLY SIDE WESTERLY OF DOVER DRIVE TO THE ULTIMATE LOCATIONS AND APPROPRIATE PAVEMENT WIDENING. NO REVISIONS TO THE EXISTING IMPROVEMENTS ON THE NORTHERLY SIDE ADJACENT TO THE CHURCH ARE CONTEMPLATED AT THE PRESENT TIME. ALSO TO BE CONSTRUCTED DURING THIS FISCAL YEAR WITH THE STREET IMPROVEMENTS WILL BE A 45" 0 STORM DRAIN. THIS DRAIN, WHICH WILL, CONNECT WITH AN EXISTING DRAIN AT SEAGULL LANE, WILL PROVIDE FOR A CONNECTION WITH A FUTURE COSTA MESA DRAIN AT IRVINE AVENUE. CATCH BASINS WILL BE INSTALLED AT. IRVINE AVENUE AND AT OTHER LOCATIONS AS NEEDED. PAGE 2. YOU ARE INVITED TO SUBMIT A PROPOSAL FOR PERFORMING THE NECESSARY, ENGINEERING SERVICES FOR THIS PROJECT. THESE SERVICES WOULD INCLUDE: I. PRELIMINARY INVESTIGATION INCLUDING DISCUSSIONS AND NEGO T IA710N5 WITH.ALL AGENCIES INVOLVED IN THE PROJECT. 2. FIELD SURVEYS NECESSARY FOR DESIGN. 3. PREPARATION OF DETAILED PLANS AND SPECIFICATIONS FOR THE PROJECT. PLANS SHALL BE PREPARED ON STANDARD MYLAR SHEETS., TO BE FURNISHED.BY THE CITY. SPECIFICATIONS SHALL BE IN - TYPED,FORM� SUITABLE FOR.USE IN SOLICITING COMPETITIVE BIDS. I?. PREPARATION OF QUANTITY AND COST ESTIMATES FOR THE PROJECT. . .. 5'. PREPARATION OF THE CONTRACT PROPOSAL [N.TYPED FORM SUITABLE . FOR.INCLUSION IN THE BIDDING DOCUMENTS. b. CONSULTATION AND ADVICE ASMAY BE REQUIRED DURING CONSTRUCTION. .. .. 7• CHECKING.OF SHOP DRAWINGS AND ANY REVISION .OF.PLANS AND SPECIFICATIONS NECESSARY TO ACCOMMODATE,CHANGED CONDITIONS '- pp DISCOVERED DURING CONSTRUCTION. ' U. CONSULTATION WITH THE PUBLIC WORKS DIRECTOR AND HIS STAFF REGARDING INTERPRETATION OF THE PLANS AND SPECS;AND OTHER PROBLEMS WHICH MAY FROM TIME TO TIME ARISE. ' CNB:DRAWING R- 5027 -S (PRELIMINARY) "16TH STREET - PROPOSED IMPROVE- . MENT BETWEEN IRVINE AVENUE AND DOVER DRIVE" IS ENCLOSED FOR YOUR INFORMATION. THIS SHOWS THE GENERAL SCOPE OF THE PROJECT. ALTHOUGH,:IT, , ' APPEARS_ AT. TH I S T IME. WE WILL ONLY CONSTRUCT TO THE NORTHERLY .EDGE OF THE CITY PORTION,,THE DESIGN SHOULD'INCLUDE THE FULL WIDTH AN ORDER TO ' ESTABLISH THE NORTHERLY FLOW LINE. THE NORTHERLY PORTION OF THE.STREET. WOULD BE SHOWN AS.FUTURE CONSTRUCTION. :SOME . PRELIMINA RY FIELD WORK HAS SEEW COMPLETED.AN D.WOULD BE, AViA I LABLE .: FOR YOUR USE. - IT, WILL BE EXPECTED THAT PLANS AND SPECLFICATIO NS W.I,LL REQUIRE CHECKING FOR CONCEPT ONLY AND WILL NOT REQUIRE CHECKING FOR.A000RACY OF CALCULATIONS DRAFTINGp OR,TYPING. l I PAGE 3 THIS PROJECT WILL BE CONSTRUCTED THE LATE - SPRING OF 1967. PLEASE - .SUBMIT, AS PART OF YOUR PROPOSAL THE SCHEDULE YOU WOULD PLAN TO _ FOLLOW IN SUBMITTING THE PLANS SPECS_ PROPOSAL. AND COST ESTIMATE.. .. IF YOU DESIRE ANY FURTHER INFORMATION, OR IF. -WE -CAN ASSIST YOU IN . PREPARING YOUR PROPOSAL, PLEASE CONTACT OUR PROJECT ENGINEERS MR. - - HUNTER COOK. VERY TRULY YOURS . BENJAIJI B NOLAN - - CITY ENGINEER HTC:NAJ . NEWPORT -MESA UNIFIED SCHOOL DISTRICT 1601.SIXTEENTH STREET NEWPORT BEACH, CALIFORNIA 92660 TELEPHONE (714) 6463224 BOARD OF EDUCATION DR. DONAL B. DUNCAN, PRESIDENT JAMES W. PEYTON, CLERK MARIAN C. BERGESON. MEMBER ELIZABETH M. LILLY. MEMBER RODERICK H MACMILLIAN, MEMBER EARL G. PETERSON, MEMBER DONALD A. STRAUSS. MEMBER July 21, 1966 Mr. Joseph T. Devlin Public Works Director City of Newport Beach California Dear Mr. Devlin: Your recent investigation concerning the improvement of 16th Street, between Irvine and Dover, assisted us greatly in elimina- ting some of the difficulties that confronted us. I fully realize the time it takes to prepare such a survey and want you to know that your cooperation is sincerely appreciated. At the regular meeting of the Board of Education on July 19, 1966 preliminary approval for the 16th Street improvement, as outlined by the drawing submitted by the City of Newport Beach and defined in their letter of July 5, was granted. May I point out that this is preliminary approval since it is not possible for the Board to commit themselves to any fiscal plans or obligations until after September 20. Again, I should like to say that it is always a pleasure to work with the City of Newport Beach. Sincerely, A an R. LOat� Assistant Superintendent vh1' cW: Iwo ISM CITY OF NEWPORT BFACH Laboratory Analysis for month of June 1966 FIFTH STREET Coarse Grading 1 test a 3.30 ea. jq-- 34k -ozk Fine Grading I test ® 6.60 ea. Sand Equivalent 1 test a 2.20 ea. Test ##66 -P -1171 UNIVR SITY YMCA Field Time 3 bra. a 5.00 hr. Relative Compaction 3 tests § 11.00 ea, 30f6 Tentative Compaction 1 test 6.60 ea. Test ## C -2874 thru 2877. SIXTErMTH ST IRVINE AVE To SEAGULL LANE Mobile Drill (& 2 men) 1j hri. 4 15.00 hr. *Resistance Value (Unt.) 1 test 4 27.50 ea. " " (Tr. ) 2 tests @ 38.50 ea. Mechanical Analysis 2 tests @ 11.00 ea. Tests ##66 -839 & 840 Moistures 1, •- 2 tests 0 1.10 ea. Office (1 man) Drafting & Report Preparation, 4 hrs. a 5.00 hr. *'Test ##66 -839 3.30 6.60 2.20 15.00 33.00 6.60 22.50 27.50 77.00 22.00 1Kw-z9] 20.00 X39 q 12.10 54.60 171.20 Total - 237.90 0 0 A ,3el q CITY OF COSTA MESA CALIFORNIA 92626 P.O. BOX 1200 FROM THE OFFICE OF THE DIRECTOR OF PUBLIC WORKS Mr. Benjamin B. Nolan Asst. Public Works Director City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Mr. Nolan: July 11, 1966 Many thanks for your letter of July 8 regarding the proposed 16th Street Storm Drain. We certainly appreciate your advising us of this project and our City Engineer, Mr. Don Southworth, will be in touch with your Project Engineer, Mr. Cook, within the next few days to work out any extensions and connections within the City of Costa Mesa. EEO'D:gab Very truly yours, t �, EMMETT E. )D70NNELL DIRECTOR OF PUBLIC W KS R F C F I V F D JUL 131966 PUBLIC .;Av CITY OF NEWPORT BEACH CALIFORNIA City Hem 9300 W. Newport Blvd. Area Code 714 873.2110 JULY 81 1966 MR. EMMETT O'DONNEL PUBLIC WORKS DIRECTOR CITY OF COSTA MESA 695 WEST 19TH STREET ,. COSTA MESA, CALIFORNIA SUBJECT: PROPOSED 16TH STREET STORM DRAIN DEAR MR. CIDONNEL: THE CITY OF NEWPORT BEACH IS PLANNING TO BEGIN DESIGN IN THE NEAR FUTURE FOR A STORM DRAIN TO CARRY RUNOFF FROM THE 16TH STREET DRAINAGE AREAS. THESE AREAS ARE SHOWN ON EXHIBIT "A." PRELIMINARY STUDIES INDICATE A DRAINAGE SYSTEM SUCH AS THAT SHOWN ON EXHIBIT "B" WILL EFFICIENTLY AND ECONOMICALLY PERFORM THIS FUNCTION. DURING THIS COMING FISCAL YEARS THE CITY OF NEWPORT BEACH PLANS TO INSTALL THE STORM DRAIN FROM SEA GULL LANE TO THE CITY LIMITS AT IRVINE AVENUE. THIS SECTION WILL HAVE SUFFICIENT CAPACITY TO CARRY THE FLOW FROM THE ENTIRE DRAINAGE AREA. WE WOULD LIKE TO EXTEND TO THE CITY OF COSTA MESA THE OPPORTUNITY TO PARTICIPATE IN THIS PROJECT BY CONSTRUCTING INLETS AND CONNECTOR PIPES AT IRVINE AVENUE AND BY EXTENDING THE STORM DRAIN FROM IRVINE AVENUE NORTHWESTERLY AS DESIRED. DESIGN IS SCHEDULED TO BEGIN IN JULY. IT IS REQUESTED THAT YOU ADVISE US AS SOON AS POSSIBLE IF YOU WOULD LIKE TO CONSTRUCT THE COSTA MESA SECTION AS PART OF OUR CONTRACT. WE WILL BE PLEASED TO DISCUSS ANY QUESTIONS WHICH YOU MIGHT HAVE. ADDITIONAL INFORMATION MAY BE OBTAINED FROM OUR PROJECT ENGINEER, MR. HUNTER T. COOK. HTC:NAJ VERY TRULY YOURS � 1 tM C /°� _ . - - BENJAMIN B• NOLAN .. ASST. PUBLIC WORKS DIRECTOR t v f 1,51 Q CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Ne"rt Blvd. Area Code 714 87 &3110 .JULY 5, 1966 . NEWPORT —MESA UNIFIED SCHOOL DISTRICT 16601 16TH STREET NEWPORT BEACH, CALIFORNIA ATTENTION: MR. ROY 0. ANDERSEN ADMINISTRATIVE ASSISTANT — SPECIAL SERVICES SUBJECT: PROPOSED STREET IMPROVEMENTS — 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE I DEAR SIR: AS A RESULT OF THE DISCUSSIONS HELD ON .JUNE 28, BETWEEN YOURSELF, DR. LOATS AND MR. COOK OF THIS OFFICE, THE PROPOSED FENCE LOCATION ALONG THE SOUTH SIDE OF 16TH STREET HAS BEEN REVIEWED. DR. LOATS POINTED OUT THE DIFFICULTIES WHICH WILL RESULT IN THE STADIUM OPERATION IF CROWDS ARE NOT ALLOWED TO CIRCULATE BETWEEN THE PLANTER BOXES AND THE FENCE AND SUFFICIENT SPACE IS NOT PROVIDED TO ALLOW PASSAGE OF THE MECHANICAL STREET SWEEPER. IN AN EFFORT TO ELIMINATE THESE DIFFICULTIES, WE HAVE INVESTI- GATED REDUCING THE RIGHT —OF —WAY WIDTH IN FRONT OF THE STADIUM TO PRO- - j VIDE THE REQUIRED SPACE. BY REDUCING THE CURB TO CURB WIDTH OF THE J STREET TO 60 FEET FROM THE STANDARD 64 FOOT WIDTH OF A SECONDARY STREET, REDUCING THE PARKWAY WIDTH FROM 10 FEET TO 8 FEET, AND MAKING MINOR MODIFICATIONS TO THE PLANTER BOXES, AMPLE SPACE WILL BE AVAIL- ABLE FOR THE AFOREMENTIONED STADIUM FUNCTIONS. ALTHOUGH THE STREET WILL BE REDUCED SOMEWHAT IN WIDTH, THE CITY WILL STILL FINANCE THE CONSTRUCTION OF THE CENTRAL 24 FEET OF THE IMPROVEMENT. THIS WILL PROBABLY RESULT IN AN OVERALL REDUCTION OF THE COST OF THE PORTION OF THE PROJECT TO BE FUNDED BY THE SCHOOL DISTRICT. WE WOULD SUGGEST, HOWEVER, THAT YOUR BUDGET FOR THE WORK BE BASED ON THE $25,000 QUOTED IN OUR LETTER OF JUNE 21 AND ADJUSTMENTS BE WITH- HELD UNTIL COMPLETION OF THE CONSTRUCTION DRAWINGS. s cc: DR. LOATS HTC: NAJ ENCL. 2 COPIFS.EACH SUBJECT: PROPOSED STREET IMPROVE NTS PAGE 2 CNB DRAWING R (PRELI RE (1), HAS BEEN REVISED TO -5071-S mi, * I SHOW THE PROPOSED LOCATIONS OF THE FENCE, CURBS� AND PLANTER BOXES. THIS ARRANGEMENT WILL PROVIDE NEARLY AS MUCH USABLE SPACE ON THE STADIUM SIDE OF THE FENCE AS PRESENTLY EXISTS. CNEI DRAWING Rld-500,4 -S (PRELiI.M), ENCLOS&i (2), HAS BEEN REVISED TO SHOW THE RIGHT-OF-WAY WHICH St . fOULD BE DEDICATED AT THIS TIME. THE CITY WILL PREPARE THE DESCRIPTION 6kzT11lE PARCEL, AND THE NECESSARY LEGAL DOCUMENTS FOR DEDICATION OF A^ IGHT-OF-WAY- WE WILL BEGIN FINAL ENGINEERING OF THE IMPROVEMENT PROJECT AS SOON AS THE RIGHT-OF WAY HAS BEEN FINALIZED. WE SINCERELY APPRECIATE THE COOPERATION THE SCHOOL DISTRICT IS GIVING IN THE PLANNING OF THIS IMPROVEMENT AND LOOK FORWARD TO ITS EARLY COMPLETION. PLEASE CONTRACT MR. COOK IF YOU HAVE ANY FURTHER QUESTIONS. VERY TRULY YOURS) 4P DEVLIN J Sr P BLIC W RKs DIRECTOR cc: DR. LOATS HTC: NAJ ENCL. 2 COPIFS.EACH C- 1083(B) See Contract File for 16th Street Proposed Improvement between Irvine Avenue and Dover Drive i /39 q A, 5. KOCN RO�COMMISSIONER AND COUNTY SURVEYOR L, MECONVILLE R. V. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR O TY O F IEI SURVEYOR ENGINEER R. B. VAILE W. L. ZAUN � OIYISION EN GINEEP - OPEfl ATIONS REiUSE DI SPOS AI ENGINES. I. STORM DONIS BARRETT RANG EDIVISION ENGINEER - ENGINEERING BUSINESS MANAGER �- TELEPHONE: 547.0547 AREA CODE 714 S ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 June 21, 1966 Mr. Joseph T. Devlin Director of Public Yorks City of Newport Beach 3300 E. Newport Boulevard Newoort Beach, California Dear Sir: Attached is the Materials Report for Sixteenth Street from Irvine Avenue to Seagull Lane in the City of Newport Beach. It is hoped this information will fulfill your needs. An itemized statement will be forwarded at the end of the month by the Orange County Road Department Accounting Office. Very truly yours, / . BOCH Toad Commissioner and County Surveyor AS%:FFL:bt attach. R E C E I V E D JUN 281966 PUBUC Woms DEPT. ' 13G g CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 873.2110 JUNE 21A 1966 NEWPORT -MESA UNIFIED SCHOOL DISTRICT 1601 16TH STREET NEWPORT BEACH CALIFORNIA ATTENTION: MR. ROY 0. ANDERSON ADMINISTRATIVE ASSISTANT - SPECIAL SERVICES SUBJECT: PROPOSED STREET IMPROVEMENTS - 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE DEAR SIR: WE ARE PLEASED TO INFORM YOU THAT SINCE YOUR LAST DISCUSSION WITH MR. COOK OF THIS OFFICE CONCERNING THE 16TH STREET PROJECT, THE CITY COUNCIL HAS AUTHORIZED FUNDS FOR US TO PROCEED WITH THE CITY PORTION OF THE JOB. THE GENERAL EXTENT OF THE WORK ENVISIONED 15 OUTLINED ON CNB DRAWING R- 5071 -S (PRELIM) ATTACHED AS ENCLOSURE (1). THE CITY'S POLICY PROVIDES THAT PROPERTY OWNERS ARE RESPONSIBLE FOR THE IMPROVEMENT OF LOCAL STREETS ABUTTING THE PROPERTY. FOR ARTERIAL STREETS A COST SHARING POLICY HAS BEEN ADOPTED WHEREIN THE ABUTTING PROPERTY OWNER WOULD ASSUME THE COST OF ONE HALF OF A NORMAL TWO LANE STREET WITH PARKING (40' TOTAL WIDTH CURB TO CURB) INCLUDING CURB, GUTTERS SIDEWALK, AND STREET LIGHTS; AND THE CITY WOULD ASSUME THE COST OF ANY ADDITIONAL TRAVEL LANES. ON THE PROPOSED PROJECT�THE CITY WILL FINANCE THE TWO CENTER LANES. IT WILL THEN BE THE RESPONSIBILITY OF THE SCHOOL DISTRICT AND THE OTHER PROPERTY OWNERS ALONG 16TH STREET TO PROVIDE FOR THE IMPROVE- MENT OF THE BASIC 40 FEET (20 FEET ON EACH SIDE) PLUS THE SIDEWALKS. IN ADDITION TO THETW OCENTER LANES THE CITY WILL INSTALL A STORM DRAIN FROM IRVINE AVENUE TO SEAGULL LANE TO CARRY THE STORM WATER WHICH WILL ACCUMULATE FROM THE DRAINAGE AREAS ALONG 16TH STREET. THIS STORM DRAIN AND ITS REQUIRED CATCH BASINS WILL BE FINANCED BY THE CITY. THE LOCATION OF THE CATCH BASINS 15 DEPENDENT UPON THE LOCATION OF THE CURBS, WHICH IN TURN ARE CONTINGENT UPON THE WIDTH OF THE RIGHT -OF -WAY. WE VERY SHORTLY WILL BE BEGINNING DESIGN OF THE IMPROVEMENT. WE WOULD LIKE TO COMPLETE DESIGN OF THE ENTIRE PROJECT AT THIS TIME. IN ORDER TO DO THIS, WE MUST KNOW WHAT THE WIDTH OF RIGHT -OF -WAY WILL BE. ,.1 SUBJECT: PROPOSED STREET IMPROVEMENTS JUNE 21, t966 PAGE 2 SIXTEENTH STREET IS DESIGNATED A SECONDARY STREET IN THE OVERAL1L1 PLAN OF CITY STRFFTS. THE STANDARD WIDTH OF A SECONDARY STREET IS 64 FEET WITH TEN FOOT PARKWAYS FOR A TOTAL RIGHT -OF -WAY WIDTH OF 84 FEET. THIS ALLOWS FOR FOUR TRAVEL LANES PLUS TWO PARKING LANES (SEE TYPICAL SECTION OF ENCLOSURE (I) FOR A GRAPHIC PRESENTATION). THE PRESENT WIDTH OF RIGHT -OF -WAY ON 16TH STREET IS 60 FEET; SUFFICIENT FOR ONLY TWO TRAVEL LANES. AN ADDITIONAL 12 FEET OF WIDTH WILL BE REQUIRED FROM EACH SIDE OF 16TH STREET IN ORDER TO BUILD FOUR TRAVEL LANES, IF PARKING AND SIDEWALKS ARE TO BE PROVIDED. IT APPEARS THAT BOTH OF THESE LATTER ITEMS ARE DESIRABLE FOR EFFECTIVE OPERATION OF THE HIGH SCHOOL. THE ADD1710NAL WIDTH NEEDED IS SHOWN ON ENCLOSURE (2), CNS DRAWING R /W- 5094 -s (PRELIM.). THE AFFECT THIS ADDITIONAL WIDTH WILL HAVE ON EXISTING IMPROVEMENTS IS DEPICTED ON ENCLOSURE (1)• IT APPEARS THAT THE ADDITIONAL WIDTH CAN BE PROVIDED ON THE HIGH SCHOOL SIDE OF THE STREET WITHOUT AFFECTING THE OPERATION OF THE ATHLETIC FIELD OR THE STADIUM. THE WIDENING WILL, HOWEVER, GREATLY FACILITATE THE MOVEMENT OF TRAFFIC GENERATED BY STADIUM EVENTS. THE ESTIMATED COST OF THE PORTION OF STREET IMPROVEMENT TO BE FINANCED BY THE SCHOOL DISTRICT IS $25,000. THE CITY PORTION OF THE PROJECT INCLUDINGTHE DRAINAGE WORK 15 $823000. THESE ESTIMATED COSTS ARE BASED ON ACCOMPLISHING THE WORK AS SEPARATE PROJECTS. IF THE PROJECTS COULD BE COMBINED IT IS POSSIBLE THE TOTAL PROJECT COST COULD BE DECREASED AS MUCH AS 10 %. WE WOULD LIKE THE DISTRICT TO REVIEW THE PROPOSED PROJECT AND ADVISE US TO WHAT EXTENT YOU WOULD BE ABLE TO PARTICIPATE AT THIS TIME. WE APPRECIATE THE DIFFICULTIES TO BE FACED AS A RESULT OF REORGANIZATION, HOWEVER WE HOPE THAT THE DISTRICT WILL BE ABLE TO JOIN NOW IN THIS MUCH NEEDED IMPROVEMENT; IF ONLY TO THE EXTENT OF PROVIDING THE ADDITIONAL 12 FEET OF RIGHT -OF -WAY ALONG THE SOUTHERLY SIDE. A DECISION ON THE LATTER IS NECESSARY TO ALLOW COMPLETION OF AN ECONOMICAL DESIGN. WE WOULD BE PLEASEDTO MEET WITH YOU AT ANY TIME TO DISCUSS THIS PRO- JECT. IF YOU WOULD LIKE ANY FURTHER INFORMATION, PLEASE CALL OUR PROJECT ENGINEERy MR. HUNTER T. COOKS WHO WILL BE GLAD TO HELP YOU. VERY Ti%ULY YOURSY i JOSEPH ;T. DEVLIN PUBLICNORKS DIRECTOR J HTC:NAJ ENCL: 2 COPIES a Foy J, r� .7( STc�c�c, —vc6JL S5:.rIO,v /�.SS �!/LJPTiUitJS 1 i4 A,B. cars 20,40 0,5p 7— c- i s Zac OIWOIen; og Tio �1-ks EP0,47-,'o .J FOC 3'4,C, 0, X40 G 13k /JB, - - l_l iCS¢MItJS'kTlO� Oh' M A7 YEDCT(Qf3 C.Ts 3�= . �3 sc= 7 "= :1655 � "_ ,tS�S s•= 4't = X175 sa �o " =.Z4 sP It B GD Al /070r Q"_:4iosa `gwau 0 A ¢ �54J to "A,Q, = , Z4sr= r.06c,_� 5i= :4 3 5 s';r z z .3 3,. 5 S � ,DiFF• i�e9G�J(sS iJ6Cr� �G®MdfCsilJDA're O.J / �/ .r,9C> 17" �/ /J. / / "Z, )—S, 4AE 7 of a =, 335, 4:Si I �� L7 S" A,C, = 2z ?`' ; r68 6 LiS GAS ,L{S7 fJir —F ✓.Ac.vr�- tJ:,)GD Z- 41(4,c, C.Ts `gwau 0 A ¢ �54J to "A,Q, = , Z4sr= r.06c,_� 5i= :4 3 5 s';r z z .3 3,. 5 S � ,DiFF• i�e9G�J(sS iJ6Cr� �G®MdfCsilJDA're O.J / �/ .r,9C> 17" �/ /J. / / "Z, )—S, 4AE 7 of a =, 335, 4:Si I �� L7 S" A,C, = 2z ?`' ; r68 6 LiS GAS ,L{S7 fJir —F ✓.Ac.vr�- tJ:,)GD Z- CITY OF NEWPORT BENCH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 $73 -2110 MAY 20, 1966 A.$. KOCH ORANGE COUNTY ROAD DEPARTMENT 400 WEST 8TH STREET SANTA ANAL CALIFORNIA ATTENTION: MR. FRANK LABELLE SUBJECT: REQUEST FOR SOIL INVESTIGATION DEAR SIR: IT IS PROPOSED TO IMPROVE 16TH STREET FROM IRVINE AVENUE EASTERLY TO SEAGULL LANE. THE IMPROVEMENT WILL CONSIST OF REMOVAL OF THE EXISTING PAVING AND CONSTRUCTION OF A 241 PAVED ROADWAY FOLLOWING THE EXISTING CENTERLINE. THE PROFILE OF THE EXISTING CENTERLINE WILL BE MAINTAINED WHERE POSSIBLE. CONFIRMING MY ORAL REQUEST OF MAY 19, (A) STABILOMETER VALVE(S) OF THE SUBGRADE SOIL WITHIN THE PROJECT LIMITS AND A RECOMMENDED STRUCTURAL SECTION ARE REQUIRED. THE ESTIMATED TRAFFIC INDEX IS 7.0. IF YOU HAVE ANY QUESTIONS;REGARDING THIS JOB, PLEASE CALL ME AT YOUR CONVENIENCE. VERY TRULY YOURS HUNTER T. COOK PROJECT ENGINEER HTC:NAJ MR. PAUL A. HANNA ATTORNEY AT LAW 833 DOVER DRIVE* SUITE 10 NEWPORT BEACH* CALIFORNIA DEAR MR. HANNA: A MAY 129 1966 REFERENCE IS MADE TO YOUR LETTER OF MAY 20 1966, CONCERNING THE CONDITION OF 16TH STREET BETWEEN IRVINE AVENUE AND DOVER DRIVE. I BELIEVE THAT EVERYONE IN THE CITY WILL AGREE WITH YOU THAT THIS STREET IS IN IMMEDIATE NEED OF IMPROVEMENT, ONE OF THE BIG FACTORS THAT HAS DELAYED THE RECONSTRUCTION OF 16TH STREET IN THE PAST HAS BEEN THE NEED FOR A 45n STORM DRAIN IN 16TH STREET BETWEEN IRVINE AVENUE AND DOVER DRIVE. THE FiNAN. CING OF THIS PROJECT HAS BEEN A PROBLEM* SINCE THE STORM GRAIN `L WILL COST OVER TO *GOD* AND IT WOULD NOT BE DESIRABLE TO PROCEED WITH THE WORK UNLESS THE STORM DRAIN COULD BE INCLUDED. A PROJECT HAS BEEN PLACED ON THE LIST OF PROPOSED CAPITAL PROJECTS FOR THIS COMING FISCAL YEAR WHICH WOULD PROVIDE FOR THE RECONSTRUC- TION OF 16TH STREET AND THE INSTALLATION OF A STORM DRAIN. IT SHOULD BE REMEMBERED THAT THE PROPOSED LIST FOR CITY -WIDE CAPITAL IMPROVEMENTS HAS A LONG HISTORY OF EXCEEDING THE ACTUAL FUNDS THAT ARE AVAILABLE FOR CONSTRUCTION. THE FINAL DETERMINATION ON THE PRIORITY FOR ALL CAPITAL PROJECTS IS THE FUNCTION OF THE CITY COUNCIL. HOWEVER, I CAN ASSURE YOU THAT 16TH STREET WILL BE INCLUDED IN THE LIST SUBMITTED FOR COUNCIL CONSIDERATION. AS FAR AS THE SIDEWALK ALONG THE EAST SIDE Of IRVINE AVENUE IS CONCERNEO* IT HAS NOT SEEM THE POLICY OF THE COUNCIL IN THE PAST TO CONSTRUCT IMPROVEMENTS Of THIS TYPE. SINCE THERE IS ALREADY A SHORTAGE OF FUNDS FOR CAPITAL IMPROVEMENTS* 1 WOULD BE RELUCTANT TO SUBMIT A PROPOSAL FOR THIS WORK AT THIS TIME. VERY TRULY YOURS* HARVEY L. HURUXRT CITY MANAGER JTD: VR CC: MAYOR GRUBER NtVt ROY O. ANDERSEN DISTRICT SUPERINTENDENT WILLIAM R. RITTER ASSISTANT SUPERINTENDENT EDUCATIONAL SERVICES EDWARD C. WURTELE ABBIBTANT SUPERINTENDENT BUSINESS SERVICES JOHN F. DEAN DIRECTOR OF CURRICULUM JOHN M. RAJCIC BUSINESS ABBIBTANT TELEPHOME 548-1164 HE RIMBIM 5000 CLIFF DRIVE P. O. BOX 1968 NEWPDRT BEACH, CALIFORNIA Mr. Hunter T. Cook Associate Civil Engineer City of Newport Reach 3300 Newport Boulevard Newport Beach, California Dear Mr. Cook: April 20, 1966 SC41NOLlISI v 94668 BOARD OF EDUCATION DONALD A. STRAUSS PRESIDENT DONAL B. DUNCAN CLERK TED H. ADSIT MEMBER MARIAN C. BERGESON MEMBER J. HERBERT BROWNELL MEMBER I have tried to follow up on your proposed scheme for the widening of 16th Street between Irvine Avenue and Dover Drive. While the widening of this street is urgently needed and the repaving of the existing street is an even more urgent necessity, it is hard to see how the school district can make any commitment at this time. Plans as proposed would require that the high school district transfer a strip of property to the City for street purposes at this time. and that the unified district commit itself for a prorated share of the cost of the devel- opment. Dr. Lonts, Superintendent of the high school district doubts that his district is in a position to make a commitment, in view of the creation of the unified district July 1st and the budget of the unified district is so tight at this time that it is hard to see how a commitment of funds can def- initely be made for the coming year. I know that in your planning time is of the essence and sincerely regret that district reorganization problems make this time a most difficult one for immediate action by the schools. If this plan can be delayed. it might be possible for the unified district to carry it out. In any event, we sincerely hope that a resurfacing of the existing paved section of 16th Street can be accomplished in the immediate future. VCEIVED APR 21 1966 PUBLIC VI;Of6t,� rE 4. ROA:clp Sincerely yours, NEWPORT -MESA UNIFIED SCHOOL DISTRICT Roy 0. Andersen Administrative Assistant - Special Services CITY OF NEWPORT BEACH DEPARTMENT NO. 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NI �A\ i rn " v A (►rte Of% � � a m y z A m , � N'WWNW�W P f , m . \ J i i d � iI i � I 'A Os 'P W .j ! � � o •n � WL A W zA N� �4 0 N Q _ o Ch TAI , eAl 52 -f 0294 ed F oD '046 -50V-46 - 71 Aff A it ew -- — ------ - Q; C r v 1. 4, r CZV.o � v o Q 0 v o L) a, qu ri d �.r s ° , t ` p, OU Di Qi V5 0 0 a/ \ CO �j 1 r ..930 ay q%• \\ \ 53�' MyR.430. is o Oee01G,u r 0 oyP k ^1 �o PagG C D ao X55, o i P`�4�pb' .A5���9j5. Syn ��` Q.rro It•su.•rc) � .°° e Z � •.- 3�° a o• 4 ? 3/ / �\ � • b 3a• jz, � ° � d r, 0 5 �IV h Fr s: S r ai.i. iii oo 3 „9z,Gb.O S _ \ Ko ��•' a�i /9350 �� ^� 1 ilj .z 0 I � �1nW Fr s: S r ai.i. iii oo 3 „9z,Gb.O S _ \ Ko ��•' a�i /9350 �� ^� 1 ilj .z 0 I � o 0 9i.57 s i.•• ! v0 n, C Z, ., i �y J �... i aU� �. -so 9iess . o- WWC: ec 6123 61 (6) Py 4440 GRANT OF EASEMENT 1 RECORDED AT REQUEST OF My Q r;, Vm Mx- IN OFFICIAL ORANGE COUNIY, CALIF. 9:05 APA NOV 7 1961 RUBY MCFARLPAD,Co.1.4t, ,;:corder 2 FOR VALUABLE CONSIDERATION, receipt of which is hereby 3 acknowledged, THE IRVINE COMPANY, a West Virginia corporation, 4 hereby grants to the CITY OF NEWPORT BEACH, a municipal corporat 5 an easement for street and highway purposes over the following - 6 described real property in the City of Newport Beach, County of 7 Orange, State of California, to wit: 8 All that portion of Lot 3 as shown on a map of Tract No. 1125 recorded in Book 39, pages 7 and 8, Miscellaneous 9 Maps, Records of Orange County, California, described as follows: 10 Parcel No. 1 11 A strip of land sixty (60) feet in width, lying thirty (30) 12 feet on each side of and adjoining the following described 13 line: Beginning at a point in the center line of Sixteenth Street 14 as shown on a map of said tract, said point being the north- westerly terminus of a curve, concave southwesterly and 15 having a radius of 600.00 feet a centrq. angle of 75° 39' 35 ", and an arc length of 792.51 feet; Lthence, S. 500 16' 16 05" E., along a line tangent to said curve, 159.13 feet to a tangent curve, concave northeasterly and having a radius 17 of 1200.00 feet; thence, southeasterly along said curve through a central angle of 140 20' 25 ", an arc distance of 18 300,34 feet to the center line of Seventeenth Street (now known as Dover Drive) as shown on a map of said tract. 19 4 20 Parcel No. 2 N r' W 0 Q. Beginning at the intersection of the southwesterly line of 21 the above described sixty (60) foot s.trip, said southwesterly line being a curve, concave northeasterly and having a radius 22 of 1230.00 feet, with the northwesterly line of Seventeenth Street (now known as Dover Drive) eighty (80) feet in width, 23 as shown on a map of said tract, a radial of said curve to said point bears S. 27° 15' 19" W.; thence, S. 250 23' 30" 24 W., along said northwesterly line 23.97 feet to a tangent curve, concave southwesterly and having a radius of 25.00 25 feet; thence, northwesterly along said curve through a central angle of 87° 01' 52', an arc distance of 37.97 feet 26 to a point in said curve, concave northeasterly and having a radius of 1230.00 feet, a radial to said point bears 27 S. 280 21' 38" W.; thence, southeasterly along last said curve through.a central angle of 1° 06' 19 ", an are distance 28 of 23.73 feet to the point of beginning. 29 Parcel No. 3 30 Beginning at the intersection of the northeasterly line of the above described sixty (60) foot strip, said northeasterly 31 line being a curve, concave northeasterly and having a radius of 1170.00 feet, with the northwesterly line of Seventeenth 32 Street (now known as Dover Drive) eighty (80) feet in width 1 . 1 2 3 4 8 6 7 8 9 10 11 12 13 14 20 21 as shown on a map of said tract, a radial of said curve to said point bears S. 270 21' 04" W.; thence, N. 25° 23' 30" E., along said northwesterly line 26.16 feet to a tangent curve, concave northerly and having a radius of 25.00 feet; thence, southwesterly along said curve through a central angle of 93 15 16". an arc distance of 40.69 feet to a point in said curve, concave northeasterly and having a radius of 1170.00 feet, a radial to said point bears S. 28° 38' 46" W.; thence, southeasterly along last said curve through .a central angle of 1 17 42". an arc distance of 26.44 feet to the point of beginning,. Said property over which the easement is hereby granted is shown upon Orange County Highway Department Survey Divisionf Right of Way.Map entitled "16th Street Nwly from Dover Drive ", dated 6 -14 -61 and numbered CS No. 1542; a copy of which is for the sake of convenient identification marked Exhibit "A" and attached hereto.and made a part hereof by this reference. DATED: SZ , 1961, STATE OF CALIFORNIA ) THE IRVI CO ANY By .5. Press ent Attest: r Secretary "mss • as COUNTY OF ORANGE ) - - - -..... On this -Z. . ctau BOOK59O5 PACE297 This is to certify.that the interest in real property conveyed by the deed or grant dated September 29,. 1961 , from to the City of Newport Beach, a. municipal corporation, is hereby accepted by order of the City Council on the 30th day of October, . • , 19 61 and the grantee consents to recordation thereof by , §g j� ���:��t0 , authorized officer. Dated: November 1, 1961 By: �j,,, of 's .a �i ,i ,5 h' ' 'r �o , n., SH7. 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