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HomeMy WebLinkAbout2418C CCO 02.pdf COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 02 DRAPER STREET TO CLAYTON AVENUE JULY 25, 2025 STATE PROJECT NUMBER: SB1LPPL-5942(307) PAGE 1 OF 7 CONTRACT NO. 24-18-C TO: DON BERRY CONSTRUCTION, INC.: Make the following changes to the plans and specifications or do work not in the plans and specifications for this contract. Because of the change(s), ZERO (0) -WORKING DAYS will be added to the allotted contract time. PART I: REMOVE AND REPLACE EXISTING STRIPING (MERCED AVENUE INTERSECTION) This change was requested by the engineer. In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, blackout the existing striping at the Merced Avenue intersection which was placed in Phase 1 of the Golden State Boulevard Project and place new striping to match the current project striping. Compensation for the additional striping will be made at unit bid prices of the pertaining bid items (shown below), compensation to blackout the existing striping will be made at the agreed unit price of$0.81 per linear foot, in accordance with Section 9- 1.03, "Payment Scope," of the Standard Specifications and Special Provisions. Increased Items: Item Total TOTAL No. Description Unit Quantity Price Amount °� (0/0 54 4" White 2-Coat Paint Traffic LF 1,180.00 $0.70 $826.00 9.15 21.11 Striping (Detail 8, 12, 27B, 38, 38A) 55 6" White 2-Coat Paint Traffic LF 2,360.00 0.78 1,840.80 13.14 30.40 Striping (Detail 39, 39A) 57 4" Yellow 2-Coat Paint Traffic LF 609.00 1.30 791.70 6.21 17.74 Striping (Detail 21, 22, 24, 25, 29, 31, 32) TOTAL INCREASE: $3,458.50 A total of 2,666 linear feet of existing striping was blacked out, compensation resulted in (2,666 x 0.81 = 2,159.46) $2,159.46. Total compensation for the additional striping resulted in $3,458.50, this amount will be paid through Bid Item Nos. 54, 55, and 57. Total compensation for the removal of the existing striping resulted in $2,159.46, this amount will be paid as extra work. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. _Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree,if _Auditor Controller this proposal is approved,that we will provide all equipment, furnish all materials,except as may otherwise be _Business Office noted above,and perform all services necessary for the work above specified,and will accept as full payment _Board of Supervisors _Const.Management therefore the prices shown above. RE/Arch. _Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 02 DRAPER STREET TO CLAYTON AVENUE JULY 25, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 2 OF 7 CONTRACT NO. 24-18-C TOTAL COST PART I: $5,617.96 INCREASE TOTAL TIME EXTENSION PART I: ZERO (0) -WORKING DAYS PART II: REMOVE AND REPLACE EXISITING STRIPING (STROUD AVENUE INTERSECTION) This change was requested by the engineer. In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, blackout the existing striping at the Stroud Avenue intersection which was placed in Phase 1 of the Golden State Boulevard Project and place new striping to match the current project striping. Compensation for the additional striping will be made at unit bid prices of the pertaining bid items (shown below), compensation to blackout the existing striping will be made at the agreed unit price of$0.81 per linear foot, in accordance with Section 9-1.03, "Payment Scope," of the Standard Specifications and Special Provisions. Increased Items: Item Total TOTAL No. Description Unit Quantity Price Amount o� oN 54 4" White 2-Coat Paint Traffic LF 314.00 $0.70 $219.80 2.43 23.55 Striping (Detail 8, 12, 27B, 38, 38A) 55 6" White 2-Coat Paint Traffic LF 591.00 0.78 460.98 3.29 33.69 Striping (Detail 39, 39A) 57 4" Yellow 2-Coat Paint Traffic LF 362.00 1.30 470.60 3.69 21.43 Striping (Detail 21, 22, 24, 25, 29, 31, 32) TOTAL INCREASE: $1,151.38 A total of 922 linear feet of existing striping was blacked out, compensation resulted in (922 x 0.81 = 746.82) $746.82. Total compensation for the additional striping resulted in $1,151.38, this amount will be paid through Bid Item Nos. 54, 55, and 57. Total compensation for the removal of the existing striping resulted in $746.82, this amount will be paid as extra work. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if Auditor Controller this proposal is approved,that we will provide all equipment, furnish all materials,except as may otherwise be Business Office noted above,and perform all services necessary for the work above specified,and will accept as full payment Board of Supervisors _Const.Management therefore the prices shown above. RE/Arch. Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 02 DRAPER STREET TO CLAYTON AVENUE JULY 25, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 3 OF 7 CONTRACT NO. 24-18-C TOTAL COST PART II: $1,898.20 INCREASE TOTAL TIME EXTENSION PART II: ZERO (0) -WORKING DAYS PART III: REMOVE AND REPLACE EXISITING STRIPING (MT. VIEW AVENUE INTERSECTION) This change was requested by the engineer. In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, blackout the existing striping at the Mt. View Avenue intersection which was placed in Phase 1 of the Golden State Boulevard Project and place new striping to match the current project striping. Compensation for the additional striping will be made at unit bid prices of the pertaining bid item (shown below), compensation to blackout the existing striping will be made at the agreed unit price of$0.81 per linear foot, in accordance with Section 9- 1.03, "Payment Scope," of the Standard Specifications and Special Provisions. Increased Items: Item Total TOTAL No. Description Unit Quantity Price Amount (0/0) 54 4" White 2-Coat Paint Traffic LF 220.00 $0.70 $154.00 1.71 25.25 Striping (Detail 8, 12, 27B, 38, 38A) TOTAL INCREASE: $154.00 A total of 220 linear feet of existing striping was blacked out, compensation resulted in (220 x 0.81 = 178.20) $178.20. Total compensation for the additional striping resulted in $154.00, this amount will be paid through Bid Item No. 54. Total compensation for the removal of the existing striping resulted in $178.20, this amount will be paid as extra work. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. TOTAL COST PART III: $332.20 INCREASE TOTAL TIME EXTENSION PART III: ZERO (0) -WORKING DAYS PART IV: REMOVE AND REPLACE EXISITING STRIPING (HIGHLAND AVENUE INTERSECTION) This change was requested by the engineer. Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be Business office noted above, and perform all services necessary for the work above specified,and will accept as full payment Board of Supervisors _Const.Management therefore the prices shown above. RE/Arch. _Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 02 DRAPER STREET TO CLAYTON AVENUE JULY 25, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 4 OF 7 CONTRACT NO. 24-18-C In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, blackout the existing striping at the Highland Avenue intersection which was placed in Phase 1 of the Golden State Boulevard Project and place new striping to match the current project striping. Compensation for the additional striping will be made at unit bid prices of the pertaining bid items (shown below), compensation for the removal of the existing striping (includes sealing of the surface) will be made at the agreed unit prices; $1.93 per linear foot for Detail 12, and $2.20 per linear foot for Details 25, 38, 38A, 39, and 39A, in accordance with Section 9- 1.03, "Payment Scope," of the Standard Specifications and Special Provisions. Increased Items: Item Total TOTAL No. Description Unit Quantity Price Amount (°� (%), 56 6" White Thermoplastic Traffic LF 360.00 $2.20 $792.00 8.57 49.52 Striping (Detail 39, 39A) 58 4" White Thermoplastic Traffic LF 493.00 1.75 862.75 10.72 29.41 Striping (Detail 12, 27B, 38, 38A) 59 4" Yellow Thermoplastic Traffic LF 432.00 3.50 1,512.00 15.40 46.04 Striping (Detail 21, 25, 27, and 35A) TOTAL INCREASE: $3,166.75 A total of 721 linear feet of Detail 12 was removed, compensation resulted in (721 x 1.93 = 1,391.53) $1,391.53. Also, a total of 745 linear feet of Details 25, 38, 38A, 39, and 39A were removed, compensation resulted in (745 x 2.20 = 1,639) $1,639. The total compensation resulted in $3,030.53. Total compensation for the additional striping resulted in $3,166.75, this amount will be paid through Bid Item Nos. 56, 58, and 59. Total compensation for the removal of the existing striping resulted in $3,030.53, this amount will be paid as extra work. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. TOTAL COST PART IV: $6,197.28 INCREASE TOTAL TIME EXTENSION PART IV: ZERO (0) -WORKING DAYS PART V: REVISE PROJECT PLANS (ADAMS AVENUE INTERSECTION) This change was requested by the engineer. Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be Business office noted above,and perform all services necessary for the work above specified,and will accept as full payment Board of Supervisors _Const.management therefore the prices shown above. RE/Arch. Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 02 DRAPER STREET TO CLAYTON AVENUE JULY 25, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 5 OF 7 CONTRACT NO. 24-18-C In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, replace Plan Sheet 83 with the attached revised Plan Sheet 83A. The revision to the plan sheet includes the addition of delineators to be placed around the guardrails of Adams Ave intersection. Compensation for the additional delineators will be made at the agreed unit price; $75.00 per delineator, in accordance with Section 9-1.03, "Payment Scope," of the Standard Specifications and Special Provisions. A total of 8 delineators are to be installed which includes the installation cost, total compensation resulted in (8 x 75 = 600) with an additional 10% markup of the total price, total compensation resulted in (600 * 0.10 = 660) $660. Total compensation for the installing the surface mounted delineators resulted in $660, this amount will be paid as extra work. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. TOTAL COST PART V: $660.00 INCREASE TOTAL TIME EXTENSION PART V: ZERO (0) -WORKING DAYS PART VI: REVISE PROJECT PLANS (HIGHLAND AVENUE INTERSECTION) This change was requested by the engineer. In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, replace Plan Sheet 21 with the attached revised Plan Sheet 21A. The revision to the plan sheet includes the addition of 50 feet of pavement transition for the S/B concrete panel north of Highland Ave intersection. Compensation for the additional cold plane and striping will be made at unit bid prices of the pertaining bid items (shown below), in accordance with Section 9-1.03, "Payment Scope," of the Standard Specifications and Special Provisions. Increased Items: Item Total TOTAL No. Description Unit Quantity Price Amount NO 31 Cold Plane Asphalt Concrete SQYD 388.89 $2.70 $1,050.00 0.46 0.46 Pavement 56 6" white Thermoplastic Traffic LF 100.00 2.20 220.00 2.38 51.90 Striping (Detail 39, 39A) 58 4" White Thermoplastic Traffic LF 100.00 1.75 175.00 2.17 20.86 Striping (Detail 12, 27B, 38, 38A) 59 4" Yellow Thermoplastic Traffic LF 100.00 3.50 350.00 3.56 49.61 Striping (Detail 21, 25, 27, and 35A) Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be Business office noted above,and perform all services necessary for the work above specified,and will accept as full payment Board of Supervisors _Const.management therefore the prices shown above. RE/Arch. Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 02 DRAPER STREET TO CLAYTON AVENUE JULY 25, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 6 OF 7 CONTRACT NO. 24-18-C TOTAL INCREASE: $1,795.00 A total of 388.89 square yards were cold planed for the transitions, compensation resulted in (388.89 * 2.70 = 1,050) $1,050, this amount will be paid through Bid Item No. 31. Total compensation for the additional striping resulted in $745, this amount will be paid through Bid Item Nos. 56, 58, and 59. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. TOTAL COST PART VI: $1,795.00 INCREASE TOTAL TIME EXTENSION PART VI: ZERO (0) -WORKING DAYS PART VII: INSTALL GUARDRAIL TERMINAL SYSTEM AND END ANCHOR MATERIALS - EXTRA WORK This change was requested by the engineer. In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, install a terminal system and end anchor assemblies for the guardrail at Adams and Golden State Boulevard intersection per the revised Plan Sheet 31A (attached). Compensation for the materials will be made at an agreed price of $3,216.44, in accordance with Section 9-1.03, "Payment Scope," of the Standard Specifications and Special Provisions. This agreed price includes compensation for all labor, materials, equipment, traffic, incidentals, overheads, markups, and profits, no additional compensation will be made thereafter. This amount will be paid as extra work. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. TOTAL COST PART VII: $3,216.44 INCREASE TOTAL TIME EXTENSION PART VII: ZERO (0) -WORKING DAYS Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if Auditor Controller this proposal is approved,that we will provide all equipment, furnish all materials,except as may otherwise be Business office noted above, and perform all services necessary for the work above specified,and will accept as full payment Board of Supervisors Const.Management therefore the prices shown above. RE/Arch. Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 02 DRAPER STREET TO CLAYTON AVENUE JULY 25, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 7 OF 7 CONTRACT NO. 24-18-C NET COST THIS CHANGE ORDER: $19,717.08 INCREASE NET TIME EXTENSION THIS CHANGE ORDER: ZERO (0) -WORKING DAYS Jersephene Vang, Resident Engineer APPROVAL RECOMMENDED: Don Berry Construction, Inc. Contractor Mandeep S. Sekhon, PE Construction Engineer By D as APPROVED BY: Digitally signed by Steve White Steve White CFO/SEC Date:2025.08.12 Title 10:44:56-07'00' Steven E. White, Director Jul 31,2025 Public Works and Planning Accepted Date: Date: _Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be Business Office noted above, and perform all services necessary for the work above specified,and will accept as full payment Board of Supervisors _Const.Management therefore the prices shown above. RE/Arch. Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. CLASS 1 PFL�NEATOR O. '. 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SS-9 SHEET NO. 83A TOTAL 109 4 2 W GSB—CL2" +18.21 14.00'Lt i _ Lt BEG 15 W GSB—CL27+92.74 46.90'Lt BEG 15 GSB—C12"+43.93 47.91'Lt CONFORM TO Exist EP GSB—CL2" +06.14 47.73'Lt BEG f5 °s (`� — 4 14.00' Lt END 15 GSB—CL�t97J 13.F7 Lt BEG 15 GSB—CL2"+80.55 14.0 ' — x —— CONFORM TO Exist EP � —_ GSB—CL2" t43.93 4755'Lt o END 15 — —— —— — — —— GSB—CL2"+43.93 14.00'Lt END 15 h )0E a � � v°aa°aavaavaav a° �� av°a°°av°av°qi °a Y w °Qava°vaa°Qava davaavaavaa°aa Qa mow,L177GOLDEN STATE BLVD N GSB—CL2"LINE N41'03'S2 W 366+00 367+00 1564.31' 368+00 369+00 370+00 371+00 372+00 373+00 374+00 a � o � � 0 GSB—CL2"+65.12 17.61 Rt CONFORM TO Exist EP i S — 2B CT 1+65.OD 84.15'Rt CONFORM TO Exist EP CITY OF SELMA GOLDEN STATE BLVD SCALE.- 1"= 40' 4 4 Y e 320 320 t a 315 315 l5il310 305 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00 374+00 "GSB-CL2" LINE PROFILE VERT SCALE.- 1" = 5, HORZ SCALE.- 1"= 40' V DATE RECORD DRAWING ' +t PROJECT-PHASE 2 1yGS8 DEPARTMENT OF PUBLIC WORKS AND PLANNING p£, DESIGNED: CYNTHIA HORNER RESIDENT ENGINEER DATE , � �EOGM A.NOPoECnk GOLDEN STATE CORRIDOR- DRAWN: ERIK CHIN R". B,sSs Si ECONOMIC DEVELOPMENT AND ® u� n LAYOUT 1v12i2oza • �,B aD is • INFRASTRUCTURE IMPROVEMENTS P CHECKED: EDGAR NORIEGA MARK THOMAS SUPERVISING ENGINEER DATE ,)� pVIL,�p� t FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING CALL BEFORE YOU DIG �� CAS"- GOLDEN STATE BOULEVARD "'�r'�R� A�%F O'R RAP ��� DRAWING NO. L-6 SHEETING 21A TOTAL 109 4 x — — -- --x (E)R�--�-- 2 ❑ — +92.74 46.90'Lt EP 314.2t { (E) EP CONFORM (E)EP Ilk W N m � � w GOLDEN STATE BLVD Gse—a2" +s2.74 13.7T Lt o EP 314.8t W CONFORM (E) EP-1 (E) EP-1 h � GSB—CL2'LINE w 364+00 365+00 366+00 367+00 368+00 369+00 W (E) EP ti N WO F F O O O (E)R/W CITY OF SELMA GOLDEN STATE BOULEVARD SCALE.- 1"= 20' / o (E) CONCRETE PAD —(E)RA GSB—CL E48.19'Lt GSB—CL2" +43.93, 47.91' Lt CONFORM TO EXIST EP EP 314.20 GSB—CL2"+43.93 4Z55'Lt GSB—CL2" +06.14 47.73'Lt EP 313.9t (E) EP EP 314.20 CONFORM TO EXIST EP Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q o Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q QQ QQ QQ QQ QQ Q QQ QQ QQ QQ QQ GSB—CL2" +43 a GSB—CL2"+80.54EP 314!6t Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q EP 314.3t aI o CONFORM TO EXIST EP Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q CONFORM TO EXIST EP + Q Q Q Q Q Q Q Q Q IQQ Q Q Q Q Q Q Q Q Q Q Q (E) EP GSB—CL2" +80.55 14.00' Lt GSB—CL2" +18.21 14.00'Lt EP 314.77 EP 314.73 GSB—CL2"LINE 'a 370+00 371+00 372+00 373+00 374+00 �•,� � (E) EP GOLDEN STATE BLVD 1 (E)EPl 'GSB—CL2" +65.12, 17,61'Rt • EP 315.5t a �� CONFORM GSB—CL2' t65.00, 54.15'Rt EP 315.3t CONFORM TO Exisf EP 0 .e°. (E)R/w (E)R/W C01 DATE RECORD DRAWING tk PROJECT-PHASE 2 1yGSBp yOf S� �ow4 DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: CYNTHIA HORNER RESIDENT ENGINEER DATE , � - � ocAR A.xaaECA GOLDEN STATE CORRIDOR- DRAWN: ERIKCHIN • x". Bisss ECONOMIC DEVELOPMENT ANDn u3 n CONSTRUCTION DETAILS 1v12i2oza • �.B 3-1ss • INFRASTRUCTURE IMPROVEMENTS P CHECKED: EDGAR NORIEGA MARK THOMAS SUPERVISING ENGINEER FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING CALL BEFORE YOU DIG �� CAS"- GOLDEN STATE BOULEVARD "'�r'�R� A�%F O'R RAP DRAWING NO. CD-9 SHEET NO 42A TOTAL 109 4 OCUR6-�, URB AND GUTTER PER CITY OF KINGSBURG D PLANS ST-24, SELMA STD PLANS ST-2 6 FOWLER STD PLANS ST-10 50' 7RANSl/10N (P) 0.20'HMA CPLANE.20' COLD INSTALL TRUNCATED DOMES IN ACCORDANCE WI7H N PLANE ASPHALT CALTRANS STD PLAN A88A. GRIND EXIST RAMP Ili PG (P) SAMI-R CONCRETE OG TO MAKE TRUNCATED DOME SIT FLUSH WITH TOP END FLARE OF CURB AND RAMP TOP / STA77ON ON PLAN WLT - - - - -- - -- - RAMP BOW ------- -------------------- ----- ----- ---------- -- ---------------------------- -------- ----------------- / i COLD PLANE ASPHALT CONCRETE SPECIFIED ON PLAN 0.15,DEEP X 1' WIDE KEYCUT (P) 0.20'HMA —— (P) SAMI-R — EP Exist CURB TO REMAIN CURB & GUTTER TRANSITION TO 4 PAVEMENT TRANSITION #1 DETECTABLE WARNING SURFACE DETAIL EDGE OF PAVEMENT NIS NIS NIS N WO F O � 0.40'HMA OVERLAY IN CITY OF KINGSBURG o CITY OF KINGSBURG-MIN 50'MIN SBURG: OR ClSELMA: 0.20'HMA OVERLAY IN CITY OF SELMA rTRANSITION TRANSITION 0.40' COLD PLANE ASPHALT CONCRETE PG OG 0.40'-0.60' HMA OVERLAY ----------L----------- --------------------------'--------- PLANE ASPHALT CONCRETE CITY OF KINGSBURG: [CITY OF SELMA: (P) HMA OVERLAY OVER OR (P) HMA OVERLAY OVER (E)AC (E) CONC PAD HANDRAIL POST - CROSS EAR PAVEMENT TRANSITION #2 3'PVC PIPE SLEEVE NIS OF 2.25' T OWALK N 4' . . .. . 1.5'GALV. STEEL 100'ON ' PIPE RAILING (T1P.) OG OG 0.20'HMA OVERLAY Al 11----------------- PG ° Nr. u ---------------------� ------------- --------------------------i--- :I 48', MAX `+ ASPHALT CONCRETE TOP OF CURB, WALL, a (E) CONC PARLAY OVER NIS OR SIDEWALK COLD PLANE NOTE.- 0.0'-0.20' COLD PLANE ASPHALT CONCRETE 1. TO INSTALL RAILING POST IN NEW CONCRETE, SOLVENT—WELD ELEVATION 0.20'HMA OVERLAY 3 mm PVC PLATE TO BOTTOM 2. END OF THE PIPE SLEEVE AND CAST IN PLACE. NIS PAVEMENT TRANSITION #3 HANDRAIL DETAIL NIS NIS b O V DATE RECORD DRAWING t k PROJECT-PHASE 2 1yGSBp yat Se7l Aow4 DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: CYNTHIA HORNER RESIDENT ENGINEER DATE ocAR A.xaaECA� GOLDEN STATE CORRIDOR- fim. DRAWN: ERIKCHIN 12112/2024 x°. B+sss ECONOMIC DEVELOPMENT AND n u� n CONSTRUCTION DETAILS • �,B ao is • P CHECKED: EDGAR NORIEGA Qkp MARK THOMAS INFRASTRUCTURE IMPROVEMENTS SUPERVISING ENGINEER DATE ,)� pVIL � FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING CALL BEFORE YOU DIG �� CAS+`- GOLDEN STATE BOULEVARD "'�r'�R� A�%F O'R RAP ��� DRAWING NO. CD-28 SHEETING 61B TOTAL 109 4 PROTECT IN PLACE Exist CULVERT COS SD 8"SKFCSD SEWER n \ \ -- x CALWATER INU CALWA TER ,�. 6 s 4"PG&E 04, w y --sd� -- .' LEVEL 3 UG FO W y \ JOINT OH 12KV W 356f�-' WHITSON AVE ' w \ YOh \OMCAST TELECOM GOLDEN STATE❑ BLVD o 33"SKFCSD SEWER © " y i i 6SB-CL 9 LINE to -- - --s --s --s --s -- -- --s --s -- - s --s + 359+00 1+00 362+00 363 00 364+00 365+00 33"SKFCSD SEWER m © \ \ \\C\ 2-36"lRR CULVERT 2"PG&E GAS s o v� ❑ ^/ O -fofo o fo fo {o fo {o —fo f ` T AT&T UG FO T T 9 O AT&T UG TELECOM �(JRcl � 9 - - - -9N fofo fofofofo o� o ofofo PROTECT IN PLACE q Exist CULVERT SPRINT UG FO \x c 8"KINDER MORGAN GAS 2 PG& GAS \ I, 2"SKFCSD SEWER O o JOINT OH 12KV PG&E \ o ELEC COMCAST TELECOM Cp 4"PG&E GAS \ � CITY OF SELMA GOLDEN STATE BLVD SCALE 1"= 40' {� L 12KV PG&E�EC 1 Q `✓ v ° CALWATER 4"PG&E GAS / LEVEL 3 N UG F —— — / -s -- - -9 ° - - o emu— _9 �v— -9 -�v— _wcr -9 - -9 - -9 - -9 m GOLDEN STATE BLVD °avaQaadaadaaQa�°a a / adaadaaQaadaadaa 33"SKFCSD SEWER �aa�aa�aa�aa�aa aaaQaaQaadaaaaada W i o o GSB-CL2"LINE T -- - - 366+00 367+00 368+00 9+00 370+00 371+00 372+00 © 373+00 374+00 wj (E)R/W - - - - - - - - - - - - AT&T UG FO (E)R/W -9 -9 -9 -9 -9 -9 -9 -9 p fo———fo fo fofo fo fof fofofo V - 8"KINDER MORGAN GAS —AT&T UG TELECOM • o' SPRINT UG FO AT&T TELECOM b O V DATE RECORD DRAWING tk PROJECT-PHASE 2 1yGS DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: CYNTHIA HORNER RESIDENT ENGINEER DATE , � - � ocAR A.xaaECA� GOLDEN STATE CORRIDOR- DRAWN: ERIKCHIN x". 61555 ECONOMIC DEVELOPMENT AND .n u3 n UTILITY PLAN 12/12/2024 « Ero.6 3D 25 • INFRASTRUCTURE IMPROVEMENTS P CHECKED: EDGAR NORIEGA MARK THOMAS SUPERVISING ENGINEERpVIL,�p� FOR RIGHT OF.DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING CALL BEFORE YOU DIG �� CAS"- GOLDEN STATE BOULEVARD "'�r'�R� A�%F O'R RAP DRAWING NO. U-3 SHEET NO 65A TOTAL 109 4 + ///�^^�� x b + O 0 0 0 � o X- + x x W3*3 • 112 r 139 r 25 f2 �39 y 25 3-3 12 1 \ Cr t 12' 1 GOLDEN STATE BLVD 1r 12' 12' CONFORM TO Exist STRIPING 72• CONFORM TO Exist STRIPING t y Q. 2 GSB—CL2'UNE a CONFORM TO Exist STRIPING 2" w 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00 374+00 � z f2' 12' 11 �y 12' 12' 1 1 ~- + 25 12 39 69NFdl M—T�Exist STRIPING O i O w O CITY OF SELMA GOLDEN STATE BLVD SCALE 1"= 40' 8 � 0 x x x x n "SB—SB3" .8 7.90"Lt COV� 0 STRI * - 1 g + x—} x x x x x x x x • R6-3 Q o Rl-1 12 CONFORM TO Exist STRIPING • 125 r IF 39 © CUST 39A J9 CUSTOM \ 381 8, 1f it w2-1 GOLDEN STATE BLVD________— z uu 2�1�— — —�--1z —_ ---__—___—_— 12' W13-1P C 12' GSB—SB3"LINE 12' 39 SNS 8+00 399+00 400+00 401+00 402+00 403+00 4+00 vAR W 1Jt R6-1 06+00 409+00 z't 25 2_5 1 • 2-165 -------------------- — ------ — --courllr ---- ---- ----� ---393#P0-- 400*0Q—- 04*00— 92*00 11 t �l(j#00 404+80 11.5' ' 05+00 406+00 �107+80-11 t �188+99— �09+09 " W�W mi 1 12' 12' 12' 2 2 2" F x 112�J 1 39 e � 25 WL�� U • 25 r wws-1 CUSTO CUSrO _ 2-1 65 o� 8*1 CA CONFORM r0 Exi"s7 57RIP7 + +y + * 1* + Q • + I �a cusro cusro at b DATE RECORD DRAWING c PROJECT-PHASE 2 �1yGSBp� yOf o�Fov DEPARTMENT OF PUBLIC WORKSAND PLANNING DESIGNED: CYNTHIA HORNER RESIDENT ENGINEER DATE ' GOLDEN STATE CORRIDOR- `k' .rx DRAWN: ERIKCHIN 1 12/12/2024 rkl Btsss ECONOMIC DEVELOPMENTAND ® ly I� SIGNING AND STRIPING ....qqqq CHECKED: EDGAR NORIEGA E.B 2s INFRASTRUCTURE IMPROVEMENTS - fr �i MARK THOMAS SUPERVISING ENGINEER DATE CIVIL t• �2' +,, t FOR RIGHTOF WAV DATAAND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING CALL BEFORE YOU DIG Oi C71 "- GOLDEN STATE BOULEVARD "`TOR 9/ F 0'R Nip DRAWING NO. SS-4 SHEET NO 78B TOTAL 109 4 GSB-CL3" +56.71 8 .2t ®- ------__ x -- (E)RlW x - _ // CONFORM TO Exis -- -- -- — `BC °+� � LI END 12 __ o GSB-CL3" 1.9 (E)RR/W CONFORM TO Exist EP —— BEG 1 —- —— __ i BTH ST GSB-CL " +41.09 86.18'Lt BEG REMOVE Exist---- — GSB-CL3' +63.43 59. 1$ Lt r(E)TFC © BEG 12® GSB-CL3" +74.77 85.57' Lt � i - k © U ONFORhT T9xsLlC �4 CONFORM TO Exist EP EC F � GSB-CL3" +42.44 40.42'Lt BC � �' " -� ---- y ° GSB-CL3"+31.10 42.31'Lt GSB-CL3" +32.36 38.73' Lt �" / o " �E�TFC-- -- --- --- c - w CONFORM TO Exist EP END 11 ® / "SB-CL3 t64'�9 38� - " rWy Lt s DRbi IO-Exist OAG GOLDEN STATE BLVD __ --- E D REMOVE Exist MGS o GSB-CL3" +29.67 8.32' Lt H 13 R=6' - - - - ____ CONFORM TO Exist EP ALTERNATIVE FLARED TERMINAL SYSTEM o N41'05b7 W GSB-CL3"LINE ----- ------_ 'GSB-CL3" +02.37 EC 613+00 614+00 615t00 616t00 617+00 618+00 619+00 - �t(E)TFC N39'0754 w 5069.59' —- - 620+00 IL --- _ __ GSB-CL3" +37.04 52.9T Rt -------1i22+QQ 611.18' i 'GSB-CL3' +31.58, 16.21' Rt " - 621+00- L 623+00 CONFORM TO Exist EP �N 5 f \'GSB-CL3" t00.35. 13.00'Rt n H CONFORM TO Exist EP -- -- 624_+00 x GSB-CL3" t31.52 54.40'Rt n "El GSB-CL3" +2359 6773' Rt i o CONFORM TO Exist EP GONFO 'st EP - /nAiFnRA/ TO Exist EP b o (E)R/W a �%%�� © GSB-CL3" +55.77 56.28'Rt CONFORM TO Exist EP CONFORM'TO Exist EP / (E)R/W p GSB-CL3" +83.31 41.11'Rt c /®CONFORM TO Exist EP F � UPRR oD/ / 0 0 0 CURVE TABLE / CURVE// RADIUS DELTA I TANGENT LENGTH 1 25000.00' 1-16'27" 1 278.01' 1 555.99 CITY OF FOWLER GOLDEN STATE BLVD SCALE.- 1"= 40' 4 nl Y J gl 315 315 1 h V J 310 310 8 W g GSB-CL3 OG -- - -- - - --—— _— W 9d 305 f 305 300 300 y 613+00 614+00 615+00 616+00 617+00 618+00 619+00 620+00 621+00 622+00 623+00 624+00 "GSB-CL3" LINE PROFILE 4 VERT SCALE 1"= 5, HORZ SCALE. 1" = 40' V DATE RECORD DRAWING PROJECT-PHASE 2 �,GsaU I Ol S� Fow1.�, DEPARTMENT OF PUBLIC WORKS AND PLANNING • DESIGNED' CYNTHIA HORNER RESIDENT ENGINEER DATE - R� O ° a GOLDEN STATE CORRIDOR- ',DRAWN: ERIKCHIN � � N", Bisss ECONOMIC DEVELOPMENT AND � 1y I� LAYOUT 12,12,12024 ♦ �.e ao zs * INFRASTRUCTURE IMPROVEMENTS 0 CHECKED: EDGAR NORIEGA MARK THOMAS SUPERVISING ENGINEER DATE CIVIL.a�� C� ®n `F' •,o. eFOR RIGHT OF WAV DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING GOLDEN STATE BOULEVARD -fir'0R� 9� F0'R NAP �S DRAWINGNO. L-16 SHEETNO. 31A TOTAL 109 4