Loading...
HomeMy WebLinkAbout3551; POINSETTIA LANE OVERHEAD WIDENING; BRIDGE QUANTITY CALCULATIONS; 2001-11-20'DOKKEN ENGINEERING www.dokkenengineering.com LETTER OF TRANSMITTAL TO: Mark Plotnikiewicz DATE: 11/20/01 Simon Wong PROJECT: Poinsettia Lane Overhead Widening City Project No. 3551 DE Project No. 1095 1i1e lflQç..Rifl WE ARE SENDING THESE ARE TRANSMITTED VIA El Shop Drawings For Your Use El Overnight El Copy of Letter El As Requested El 1" Class El Plans El For Your Approval El UPS El Specifications For Review/Comment El FedEx Other (Spec)5' Below) El Other (Spec5' Below) Other (Specj5i Below) COPIES DESCRIPTION 1 Bridge Quantity Calculations REMARKS Hand-delivered on 11/20/01 by Dave Toce. Mark, If you have any questions, please call me at (858) 514-8377. Thank you, Rich Fitterer, PE 9665 Chesapeake Drive, Suite 435 San Diego, CA 92123 Tele: 858 514-8377 • Fax: 858 514-8608 PDOKKEN N 0 I N E C P I N 0 MARGINAL ESTIMATE DE Forms (Rev 10/97) CHARGE EXPENDITURE AUTHORIZATION PROJECT NUMBER DESIGN SECTION LOCATION Poinsettia Lane Overhead Widening DISTRICT COUNTY ROUTE PM TYPE San Diero CODE CONTRACT ITEM UNIT QTY USE PRICE AMOUNT Bridge Removal (Portion) CY 124 124 $10.00 $1,240.00 Structure Concrete, Bridge CY 251 251 $350.00 $87,850.00 Structure Concrete, Bridge Footing CY 118 118 $240.00 $28,320.00 _________ Bar Reinforcing Steel, Bridge LB 59,625 59,625 $0.57 $33,986.25 _________ Joint Seal (MR=1/2) LF 78 78 $20.00 $1,560.00 _________ Drill & Bond Dowel LF 288 288 $9.50 $2,736.00 Furnish Steel Piling (HP10x57) IF 2,242 2,242 $11.00 $24,662.00 _________ Drive Steel Piling (RP10x57) EA 68 68 $1,200.00 $81,600.00 _________ Furnish Precast Slabs EA 27 27 $2,000.00 $54,000.00 Erect Precast Slabs EA 27 27 $750.00 $20,250.00 Structure Excavation, Bridge CY 430 430 $30.00 $12,900.00 ________ Structure Backfill, Bridge CY 227 227 $35.00 $7,945.00 ________ Structure Concrete, Approach Slab (Type N) CY 87 87 $575.00 $50,025.00 Concrete Barrier (Type 26) IF 195 195 $65.00 $12,675.00 ________ Chain Link Railing (T)rpe 3L) IF 195 195 $35.00 $6,825.00 ________ Slope Paving CY 6 6 $350.00 $2,100.00 Drill & Bond Dowel (Epoxy Cartridge) EA 164 164 $25.00 $4,100.00 RECEIVED IN ESTIMATE SECTION DATE SUBTOTAL $420,099.25 MOBILIZATION ... 5% $22,110.49 QUANTITIES BY GW DATE 10/3112000 SUBTOTAL - CONTRACT ITEMS $442,209.74 CHECKED MB DATE 10/3112000 SUPPLEMENTAL WORK REVISED BY DATE CONTINGENCIES 5% $22,110.49 MARGINAL BY DATE TOTAL $464,320 COST INDEX - FOR BUDGET PURPOSES - SAY $465.000 mol By: MS consLesLbridge.xls Date: 10/31/2000 R§DOKKEN 3 I N E C R I N G 3914 MURPHY CANYON ROAD, SUITE A-153• SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 - '2-)(.3'x / ---n I" - JL (g. 4 x x Z-1 z k = 34.OJ + x -. ('')} Q_ N 9 x x .33' '---) 0 (' Fro JOB SUBJECT I DATE LBY -1'/ I__ 'J I i I JOB NO. I SHEET I of CHECK R§DOKKEN 6 I N E E R I N 6 3914 MURPHY CANYON ROAD. SUITE A-153 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 )oI. 7- Z-1 4- ao3E 1-T 4- F T" -= JZSr-'ovS T'(?- as a.t -7 1' \ISIZ /F 7 Z4 = Li 4,6, v p Cr'rr L) - JOB I SUBJECT I DATE / I JOB NO. Ik Gz-BY I SHEET - CHECK I of N DOKKEN _____ 3914 MURPHY CANYON ROAD, A153 • SAN DIEGO, CA 921234491 N-.,.- .... 0 ....PHONE (858) 514-8377 • FAX (858) 514-8608 DOKKEN ENCINEERINC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 \ = - /L\ = -41 3i4r Z A- .5) 6G2)± tE Ll - 'T 3 A L (.zs .5) V 4.S5 , t3 C3 Fr ' JOB Lr-W SUBJECT DATE / JOB NO. 5iLA'Q IO5 BY SHEET A"I< ao Ll CHECK of DOKKEN 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 -/. / 4-Bc-7r _L k .6s ± 14 - V H 3 - f3LYT. L = U7a \/ Zc25 = - ......-....-- .--...,-'---------..-..----..---.----....------. * t- * - . a zJ F V= SIa F JOB ?I cni - Lfr-NE> (A1 ENiI'4') SUBJECT -5fl2.0 27uiE- cc cT- DAT? 5/7co JOB NO. 1o' BY SHEET -s-.OF 9 CHECK of A DOKKEN -- — ..... i ........ - 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 --5-- Z'" 1 >4 .,r.------. 7 4L( ILl', (_ &?-- 2-.o 4-€i,\Lt .z),I -4-- ('o 4- FT SI.SLFr - 1ec) .- • ,3 I + 34 .S 4- .05 .05 ±&If c * + 4- c'( . JOB SUBJECT DATE, I JOB NO. I I I SHEET I I V( L{ or L I Cer) CHECK I of I DOKKEN EN C I NE E RI NC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 31 S' V0 x 3 1 ir2 a (a. s) ' ---.t V z.31.3 >c 10 1L.2.6 FT-3 a(39.) = ) rS - K r-Jc - I JOB SUBJECT DATE JOB NO. N BY SHEET io CHECK Of Bar Summary BAR REINFORCING SUMMARY STRUCTURE: Poinsettia Lane OH BRIDGE NO: CALC. BY: Geoff Warrick DIST. 11 CO. SD RTE. P.M. JOB NO. 1095 CHECK BY: BAR SIZE SUPERSTRUCTURE SUBSTRUCTURE RETAINING WALL ESTIMATE CHECK ESTIMATE CHECK ESTIMATE 1 CHECK ESTIMATE CHECK #3 #4 709 1086 #5 621 14638 #6 4146 #7 8679 5253 #8 18286 #9 2612 #10 1212 - #11 1212 #14 #18 INT_DIAPH RAIL WALL HINGE STR APPROACH SUBTOTAL 100091 0 48445 0 0 0 58454_0 2% SPLICES 200_0 969 0 0 0 11691 0 TOTAL= 102091 0 49414_0 0_0 596231 0 DATE: 9/159/00 Page 1 Ab 1 BAR REINFORCING STEEL Abutmnt1. STRUCTURE: Ponsettia Lane OH (Widening) BRIDGE No. CALC. DIST. 11 CO. SD RTE. P.M. JOB NO. 1095 BY: Geoff Warrick CHECK - F X SJzE No. of bars Length Total Length - Each Size Item J~N-o.3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 No. 18 5 Stem vertical bars #4 @ 18' 4 22 10.88 239.4 8 Stem transverse #4 @ 18" 4 8 30.83 246.6 9 1 Backwall transverse #4 total 4 4 4 30.83 123.3 10 Backwall hook #4 @ 12" 4 32 3.13 100.2 1 Footing longitudinal #5 @ 12" 5 32 6.17 197.4 - 2 Footing longitudinal #5@ 12" 5 32 6.17 197.4 6 Stem longitudinal #5 @ 12" 5 32 4.25 136.0 3 Footing transverse #6 total 14 6 14 30.83 431.6 4 Stem vertical #9 @ 12" 9 32 12.00 384.0 7 Stem transverse #11 total 4 11 4 30.83 123.3 O Backwall Verticals #8 @ 12" 8 32 2.5 80.0 Total Length: 0 709 531 432 0 80 384 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 1 0 474 554 648 01 214 1306 date:9/15/00 0 4.303 0 123 5.313 655 0 7.650 0 0 13.600 0 Total Steel Weight: 3850 pounds AV 4 BAR REINFORCING STEEL I Abutment 4 STRUCTURE: Ponsettia Lane OH (Widening) BRIDGE No. CALC. DIST. 11 CO. SD RTE. P.M. JOB NO. 1095 BY: Geoff Warrick CHECK - X — Item Size No. of bars Length Total Length - Each Size No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 [ No. 18 5 Stem vertical bars #4 @ 18" 4 22 10.88 239.4 8 9 Stem transverse #4 Co) 18" Backwall transverse #4 total 4 4 4 8 4 30.83 30.83 246.6 123.3 10 Backwall hook #4@12" 4 32 3.13 100.2 1 Footing longitudinal #5 @ 12" 5 32 6.17 197.4 2 Footing longitudinal #5 Co-) 12" 5 32 6.17 197.4 6 Stem longitudinal #5 @ 12" 5 32 4.25 136.0 3 Footing transverse #6 total 14 6 14 30.83 - 431.6 4 Stem vertical #9 © 12" 9 32 12.00 - 384.0 7 Stem transverse #11 total 4 11 4 30.83 123.3 O Backwall Vertical #8 @ 12" 8 32 2.5 80.0 Total Length: 0 709 531 432 0 80 384 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 474 554 648 0 214 1306 date:9/15/00 0 4.303 0 123 5.313 655 0 7.650 0 0 13.600 0 Total Steel Weight: 3850 pounds Winr 1 BAR REINFORCING STEEL WiI 1 STRUCTURE: Ponsettia Lane OH (Widening) BRIDGE No. CALC. 01ST. 11 CO. SD RTE. P.M. JOB NO. 1095 BY: Geoff Warrick CHECK - X - Item Size No. of bars Length Total Length - Each Size No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 No. 18 8 Footing Brace #4 total 2 4 2 3.58 7.2 9 Shear key longitudinal #4 total 2 4 2 7.69 15.4 3 Bottom longitudinal #5 total 2 5 2 28.84 57.7 - 4 Wall vertical #5 total 5 5 5 10.51 52.6 5 Vertical stirrups #5 @ 18" 5 17 5.50 93.5 7 Footing hook #5 total 2 5 2 1.96 3.9 1 Exterior face long. #6 @ 9" 6 5 27.25 . 136.3 2 ExteriorfaceIong. #6@9" 6 5 18.195 91.0 2 Interior face long. #7 @ 6" 7 6 27.25 163.5 2 Interior face long. #7 @ 6" 7 6 18.20 109.2 6 Top longitudinal #7 total 2 11 2 24.63 49.3 Total Length: 0 23 208 227 273 0 0 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 15 217 341 557 0 0 date:9/15/00 0 4.303 0 49 5.313 262 0 7.650 0 0 13.600 0 Total Steel Weight: 1392 pounds Winr '114 BAR REINFORCING STEEL Winawall 4 STRUCTURE: Ponsettia Lane OH (Widening) BRIDGE No. CALC. DIST. 11 CO. SD RTE. P.M. JOB NO. 1095 BY: Geoff Warrick CHECK - X SIZE No. of bars Length Total Length - Each Size Item [N—o.3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 No. 18 8 Footing Brace #4 total 2 4 2 3.58 7.2 1-- 9 Shear key longitudinal #4 total 2 4 2 7.69 15.4 3 Bottom longitudinal #5 total 2 5 2 28.84 57.7 4 Wall vertical #5 total 5 5 5 10.51 52.6 5 Vertical stirrups #5 @ 18" 5 17 5.50 93.5 7 1 Footing hook #5 total 2 5 1 2 1.96 3.9 1 Exterior face long. #6@9' 6 5 27.25 136.3 2 Exterior face long. #6 @9" 6 5 18.195 91.0 2 Interior face long. #7 @ 6" 7 6 27.25 163.5 2 Interior face long. #7 @ 6" 7 6 18.20 109.2 6 Top longitudinal #11 total 2 11 2 24.63 49.3 - Total Length: 0 23 208 227 273 0 0 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 15 2171 341 557 0 0 date:9115/00 0 4.303 0 49 5.313 262 0 7.650 0 0 13.600 0 Total Steel Weight: 1392 pounds Br BAR REINFORCING STEEL STRUCTURE: Ponsettia Lane OH (Widening) BRIDGE No. CALC. DIST. 11 CO. SD RTE. P.M. JOB NO. 1095 BY: Geoff Warrick CHECK - X Slzi No. of bars Length Total Length - Each Size Item J~N-o.3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 No. 18 10 Slab dowel clips #4 total 216 4 36 2.26 81.4 - 4 Footing hairpins #5 tot 8 @ 12" 5 304 3.08 936.3 6 Bent horizontal #5 @ 6/12" 5 64 35.23 2254.7 7 Horizontal hairpins #5 @ 6 /12' 5 1212 2.25 2727.0 8 Bent cap trans. brace #5 @ 12" 5 36 10.00 360.0 1 Footing top transverse #6 @ 6" 6 76 9.50 722.0 2 Footing bottom trans. #7 Co) 6' 7 76 9.5 722.0 3 Ftg. Long. Top & bot #8 total 20 8 20 37.23 744.6 5 Bent vertical #8 Co-) 12" 8 76 32.31 2455.6 11 Slab dowels #8 total 1/unit 8 54 2.67 144.2 9 Bent cap long. #10 total 4 10 4 35.23 140.9 Total Length: 0 81 6278 722 722 3344 0 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 541 6548 1084 14761 8929 0 date:9115/00 141 4.303 606 0 5.313 0 0 7.650 0 0 13.600 0 Total Steel Weight: 18698 pounds BF ' BAR REINFORCING STEEL STRUCTURE: Ponsettia Lane OH (Widening) BRIDGE No. CALC. DIST. 11 CO. SD RTE. P.M. JOB NO. 1095 BY: Geoff Warrick CHECK - X SizE No. of bars Length Total Length - Each Size Item [No.3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 No. 18 10 Slab dowel clips #4 total 216 4 36 2.26 81.4 - 4 Footing hairpins #5 tot 8 @ 12' 5 304 3.08 936.3 6 Bent horizontal #5 @ 6/12' 5 64 35.23 2254.7 7 Horizontal hairpins #5 @ 6"7 12' 5 1212 2.25 2727.0 8 Bent cap trans. brace #5 @ 12" 5 36 10.00 360.0 1 Footing top transverse #6 @ 6" 6 1 76 9.50 722.0 2 Footing bottom trans. #7 Co) 6" 7 76 9.5 722.0 3 Ftg. Long. Top & bot #8 total 20 8 20 37.23 744.6 5 Bent vertical #8 @ 12" 8 76 32.31 2455.6 11 Slab dowels #8 total 1/unit 8 54 2.67 144.2 9 Bent cap long. #10 total 4 10 4 35.23 140.9 - Total Length: 0 81 6278 722 722 3344 0 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 54 65481 1084 14761 8929 0 date:9/15100 141 4.303 6061 0 5.313 0 0 7.650 0 0 13.600 0 Total Steel Weight: 18698 pounds MEl BAR _REINFORCING _STEEL r Median STRUCTURE: Ponsettia Lane OH (Widening) BRIDGE No. CALC. DIST. 11 CO. SD RTE. P.M. JOB NO. 1095 BY: Geoff Warrick CHECK - X - Item Size No. of bars Length Total Length - Each Size No.3 No.4 No.5 No.6 1 No.7 No.8 No.9 No. 10 No. 11 No. 14 No. 18 3 Approach transverse #4 @ 24" 4 60 1.92 115.2 4 Approach transverse #4 @ 24" 4 30 2.00 60.0 5 Approach longitudinal #4 total 5 4 10 30.00 300.0 1 Transverse #7 Co) 12" 7 202 9.02 1822.0 2 Longitudinal #7 total 12 7 12 202.00 2424.0 Total Length: 0 475 0 0 4246 0 0 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 1 01 317 0 0 8679 0 0 date:9/15/00 0 4.303 0 0 5.313 0 0 7.650 0 0 13.600 0 Total Steel Weight: 8996 pounds Curt Wall BAR REINFORCING STEEL Curtain Wall STRUCTURE: Ponsettia Lane OH (Widening) BRIDGE No. CALC. DIST. 11 CO. SD RTE. P.M. JOB NO. 1095 BY: Geoff Warrick CHECK - X - Item Size No. of bars Length Total Length - Each Size No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 J No. 18 1 Drape bar #4 total 1 4 2 15.00 30.0 3 Wall longitudinal #4 total 2 4 2 139.18 278.4 5 Footing longitudinal #4 total 2 4 4 3.00 12.0 6 Footing transverse #4 total 3 @ 12" 4 12 0.67 8.0 8 Wall vertical #4 @ 24" 4 24 1.50 36.0 8 Wall vertical #4 @ 24" 4 48 4.63 222.2 ________ 2 Drape bar (cont.) #5 total 1 5 1 150.00 150.0 4 Wall hooks #5@36 5 94 1.80 169.2 7 Wall vertical #5 total 2 5 4 33.04 132.2 - Total Length: 0 587 451 0 0 0 0 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 392 471 0 0 0 0 date:9/15/00 0 4.303 0 0 5.313 0 0 7.650 0 0 13.600 0 Total Steel Weight: 863 pounds Drill ,r -'- -nd BAR REINFORCING STEEL STRUCTURE: Ponsettia Lane OH (Widening) BRIDGE No. CALC. DIST. 11 CO. SD RTE. P.M. JOB NO. 1095 BY: Geoff Warrick CHECK - X - Item SZE No. of bars Length Total Length - Each Size I No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 [ No. 11 No. 14 No. 18 6 Median dowels #5 @ 24" 5 72 2.00 144.0 1 Abut. dowels #7 @ 18" 7 42 3.42 143.6 2 Bent dowels #7 @ 18" 7 1 72 3.42 246.2 3 Bent ftg. Dowels #7 @ 12" 7 40 3.42 136.8 4 Bent ftg. dowels #7 @ 12" 7 4 2.25 9.0 5 Bent cap dowels #7 @ 12" 7 20 2.25 45.0 Total Length: 0 0 144 0 581 0 0 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 0 150 0 1187 0 0 date:9/15/00 0 4.303 0 0 5.313 0 0 7.650 0 0 13.600 0 Total Steel Weight: 1337 pounds IJ0 I(I(E IN 3914 MURPHY CANYON ROAD. SUITE A-i 53 • SAN DIEGO, CA 92123 E N C I N E E R I N C PHONE (619) 514-8377 FAX (619) 514-8608 -I-op 12 261-.IL9 - X 24. 2 ' J-3.6 EA- 114 i 2 -7,z-s, i - . - 3) _ k R c - S - -vv 4.3e DOKKEN EN CI N E E H I N G 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-860a V'II'4 \I\/AL-L_' v1' L) t4 - S" 17- >ç ,---' TO-,- a a . - L±i±.i -I Tor . 2 I . L" vi T1-a 3 .51 -I 1r vzs )" JOB SUBJECT DATE JOB NO. BY SHEET (IMVV k 14q) CHECK ol L0 N DOKKEN E N C I N E £ H I N C 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 oo_I_ , DOKKEN A. EN C 1 N FEllING 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 —i -/ctJc D 0 K K E N C I NE ER I NC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 LoAlA veael— , DOKKEN EN G I N FERINC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 / JOB SUBJECT DATE / JOB NO. L- cl 1-1 4 BY SHE o S ET CHECK of DOKKEN EN C I N E E N I NC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 = - C_'( A-( (Ty -pz~ Ar MR = ~/-' ) L E - 1------ JOB JOB I,ETriA L 8rNE o-.l (w If\i I SUBJECT STZ., Cc) N c çj- DAT§ JOB NO. BY SHEET CHECK 1.f P@ DOKKEN 3914 MURPHY CANYON ROAD, SUITE A-i 53 • SAN DIEGO, CA 92123 E N G I N E E R I N 6 PHONE (619) 514-8377• FAX (619) 514-8608 DOKKEN EN C IN K ER! NC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 Ac I -- T - I 001 \ L( 3 \3 . I2- - (61 3f ç ) ocz /4L71T 4j3 u1. L 8-nE : -J1- ?t ) K INW4 I - I IL . wII - ?—Z.ii —Z3 —I— '-(•-- - - JOB N I SUBJECT I DATE I JOB NO. (019 N BY I SHEET I I of (LIS T0) CHECK BE..ri zi V. '-i'{O 1-i1i.: eLt-V t13D 13 6 t12 EL - V IO-o rE-L-V. IO.t' O@DOKKEN 6 I N E E R I N 6 3914 MURPHY CANYON ROAD, SUITE A-153• SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 ; LIL('o, 7'io3t7 f* fOi L4sI 3 ql _ JOB I SUBJECT I DAT JOB NO. I BY SHEET Fu .N I i. & CHECK of §DOKKEN ENGINE E RING -...k~.....' ........ - 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 JJiNWALL_ I u J - 6 \j . ? I L..E- (-.::i- crIE iii IE I- J IE I Ii III ZA- JOB 17' -TtI A- L-i N V4IP4NI ft4) SUBJECT riC- I /2/ I BY \f PI TONS I / CHECK JOB NO. 10915 SHEET Of , RN D 0 K K E N C I NE E R I N C 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 &DOKKEN 13 I N £ E P I N 13 3914 MURPHY CANYON ROAD. SUITE A-153 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 E /. _Lrs--± iLJ AV. '1 A UT ±i' = - - -44 —3 - kuT. (C 52 - - 1T ?- JOB SUBJECT DATE / JOB NO. s/co BY SHEET CHECK of HH<J /ji 4 RMDOKKEN G I N E E R I N 13 3914 MURPHY CANYON ROAD, SUITE A-153• SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 / --J. -3.33 Z1.'-IZ TX4rV v'-J 2TH 3. / L - 15 FTZ V FTa)(Z.) L6 Li. ~Z L t(LL.S F-T - JOB I SUBJECT I DATE / I JOB NO. -Le/d ° A I V rr BY I SHEET Octo° yq' I I -- CHECK o f P@DOKKEN G I N E E N I N 6 3914 MURPHY CANYON ROAD, SUITE A-153 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 -( = I+ & c, fa -tra = L. Gti - LV = 44 , 0 L3 a - -1'O- >. IZ.' Vz :00 ' ? IZ--0 - (°) It 00 cy OAT I JOB NO. I _SUBJECT I JOB I /00%0 1 Oi4 BY SHEET I 1i I - CHECK I of )2. I2.oa' RMDOKKEN C I N E C R I N C 3914 MURPHY CANYON ROAD, SUITE A-153 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 T'R 0 cuS BA- F M3'L)T z-3 1T - (k') ( F- /:I52 JOB 4 SUBJECT I 010L DATE JOB NO. lo-l's I 3I -cJ<'F L.,L. BY SHEET of L CHECK P@DOKKEN E N (3 I N E E R I N 6 3914 MURPHY CANYON ROAD, SUITE A-153 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 W I (¼.J 4 v'J & LL jsor. A-or. L I•- JOB I I I N4) I SUBJECT I DATE JOB NO. I E BY I SHEET I ) -I CHECK of JOB ' c5-Tfl &ç- Lj4ç N . c4-( ( ca M R§DOKKEN I N E E P I N 6 3914 MURPHY CANYON ROAD, SUITE A-153 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 EtT L (S T- - - B -p'T- -t-::.1' ' .00 B cN.T 3 - If = z63 r iz. ') a-a V2 - iaw 3 13 Il 400 vf -3..3t V3 - OT cLL) PG;Q I T?2OC-Th A-r-I j--- c.( - C 4148i- ci • - SUBJECT DATE JOB NO. ci-c tA-C_cF ( BY SHEET CHECK of — - rquppl DOKKEN 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 ' -- - t - 1 = \. a( ± 2( .) a--- JOB I -rflA L-/rN- C- kI ' 4'- I SUBJECT I DATE, I JOB NO. I s/zi,/od o I BY I SHEET I - (TY 7I i 3L) CHEC Of DOKKEN E N C I N E E If I N C 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 :5 C. c'? ',2• H = L . 7' L ? N4= 4) V -a - (' FT = L —by I-TL= 3zS'= 3QI Fr 301 'S F-r'x FT3I : —I ~~ ~c--~- VT-, -, — ~5-' q c--y' -SAy JOB SUBJECT DATE JOB NO. BY SHEET CHECK of CODE CONTRACT ITEM UNIT QTY USE PRICE AMOUNT. I • Bridge Removal (Portion) CY 121 121 $10.00 $1,210.00 0. ICAI Structure Concrete, Bridge CY 254 254 $350.00 $88,900.00 0,041 Structure Concrete, Bridge Footing CY 118 118 $240.00 $28,320.00 0,1 09 Bar Reinforcing Steel, Bridge LB 58,037 58,037 $0.57 $33,081.09 0,005 Joint Seal(MRe1/2") LF 78 78 $20.00 $1,560.00 0,001 Drill & Bond Dowel LF 290 290 $9.50 $2,755.00 Furnish Steel Piling (HP10x57) LF 2,241 2,241 $11.00 $24,651.00 -' Drive Steel Piling (HP10x57) EA 68 68 $1,200.00 $81,600.00 Op 116 Furnish Precast Slabs EA 27 27 $2,000.00 $54,000.00 o . , 7 Erect Precast Slabs EA 27 27 $750.00 $20,250.00 Structure Excavation, Bridge CY 418, 418 $30.00 $12,540.00 - Structure Backfill, Bridge CY 215 215 $35.00 $7,525.00 I Structure Concrete, Approach Slab (Type N) CY 85 85 $575.00 $48,875.00 0.042, Concrete Barrier (Type 26) LF 195 195 $65.00 $12,675.00 0...OL2- Chain Link Railing (Type 3L) LF 193 193 $35.00' $6,755.00 (), Q()7 Slope Paving CY 6 6 $350.00 $2,100.00 0.0 1+ Drill & Bond Dowel (Epoxy Cartridge) EA 164 164 $25.00 $4,100.00 3371.O P 6 R§DOKKEN N G I N E E R I N MARGINAL ESTIMATE - CHECK QUANTITIES DE Forms (Rev 10/91) CHARGE I EXPEND=RE AUTHORIZATION PROJECT NUMBER DESIGN SECTION LOCATION Poinsettia Lane Overhead Widening DISTRICT COUNTY 'ROUTE 'PM TYPE San Diego RECEIVED IN ESTIMATE SECTION DATE SUBTOTAL $418,222.09 MOBILIZATION ... 5% $22,011.69 QUANTITIES BY GW DATE ####### SUBTOTAL -CONTRACT ITEMS $440,233.78 CHECKED BY DATE ####### SUPPLEMENTAL WORK REVISED BY DATE CONTINGENCIES 5% $22,011.69 MARGINAL BY DATE TOTAL $462,245 COST INDEX FOR BUDGET PURPOSES SAY $463,000 By: MS corist_est_bridge_check.xls Date: .10/31/2000 301 i - 4Z.o/& 7 DOKKEN EN C I NE ER I N 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 1UINt I'-J(( • A ) 314-Uti 0 0 ? ( ' 0 3 / 4 4,3 f Ln- 47. 7 c 2- = Z j SIM L 4 (2z-o) - 27 - :ey JOB SUBJECT DATE JOB NO. iojD-c%) log( BY SHEET CHECK of W DOKKEN EN Cl NE ER INC — — -rrfln.rrrnryrnrrfln 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 -'r-lUINt (OO) 0 I4-0511 • O) 314-00U0 ~/'I(l p'i \J~vk C- L, V\I !cy -z' I3 vj JOB SUBJECT DATE JOB NO. BY SKEET M CHECK 01 fr DOKKEN ENGINE E RING — 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 I-'I-1UN (b) 1'-0i(( • r-/AA (DG) 3I'-BOUb T?SUC7u C/L2.7 -"e u T-Ikl r / 3 0 LS le-V / - 7'Y — O.:O7 3 /7V,t/7 4 - cCy dd/2Th,AJ o MDIAt! l7 0 Y~ \i L:7- - 32 O.21? LS JOB SUBJECT DATE JOB (0-30-00 (O'TS BY SHEET CHECK 01 7 ,,d DOKKEN E N 6 U N E E RUNG 3914 MURPHY CANYON ROAD, SUITE A-153 • SAN DIEGO, CA 92123 f1UNE (,b1) 0 I4-0i1f •r-/AA tOIU) D 14-bU A' 4.- \/ ctSz Z3. P\ Q UT)v\-C'J If '3 (VA ( L V (f) - 1-3 -7c 2T7O"- : o.33 -:51 (MI) i.2ft3 t/C/ mz Cm' AJ (, 0 ( y v 0.3 JOB SUBJECT DATE JOB NO. /.OZ$cu /9ç BY SHEET *13 CHECK of 4'-o ,' DOKKEN ENGINE ER INC 3914 MURPHY CANYON ROAD. A-153 • SAN DIEGO, CA 92123-4491 I-'hUNt (b) t14-liJ(I • I-A (tS) b14-ljbUj 12jqj ç - . V • 4o¼) U2u1 7, y 7c,7 27. - k iZ7,S4/,&c Cy JOB SUBJECT DATE JOB NO - /p..34X) /Os BY SHEET M'3 CHECK 01 DOKKEN ENGINE ER INC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 '5 L z V zz. . 40 " 1 2S MuJ 3j '-o" ,A.f3u'74 V :- 4. is c- "( 27 JOB SUBJECT DATE JOB NO. 3'& 1o's BY SHEET CHECK of DOKKEN E NC IN EL RING I go- -0 jqqgrrrrvFrFrfFmv~ 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 I-'HUNt (b) b14-3(I • frP..X (b) b144ibUS I JOB I SUBJECT DATE JOB NO. BY SHEET CHECK of - - DOKKEN EN G I NE ER INC ucve 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 e (vj-vc1 Evfiv 2.7 4 0,016 o'QI ;A,1 ( O.7A 7-(/1Ak 3 k- c'( 0.2-17 O.bZ /kVv1 VNivgV\C4fl o ' 15 Pci'2vk4 V\iivvijvVotU .o,tc t17,7 o 5cliq 110 6.093 L-S JOB SUBJECT DATE o(2O(cb Po)c1—v 1LV11A V( (I't(CEI Oc I BY SHEET O(Vktt' jV CHECK - of - - - - - DOKKEN L ENGINEERING '5ty v 0+-v re (Ye+ (L) 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 hTh1ONt 030) D ]'-BJ(! • t-/AA OO) 0 1'-5bUb by fo) \f 42 23.S &( V161 7 L3- c' \N O v 43 3_ \( 31.1' 3 WocJ (.c F 31 - Cl JOB SUBJECT DATE JOB NO. tofio/c oS PD\ eL F \ Qs IBY SHEET v\ CHECK of jd DOKKEN EN EERING — — 1225ffflmflrrrnnynrr 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 -HUN () j14-iJf( • iAA () 014-bU - O' P I \e Cc&' I' \JA 3 :Oj5 uc4 cc VPV F-" JOB SUBJECT DATE JOB NO. roIzD/O lcy9, Pot --- F Mt( 1Y 16t0jC C kCC BY SHEET pc)l Lotve ____ - - - - - CHECK of YVk2tv7ff/lO\ Sumn idry BAR REINFORCING SUMMARY STRUCTURE: BRIDGE NO: CALC. BY: Gina Warrick 01ST. CO. RTE. P.M. JOB N0 CHECK AY BAR SIZE SUPERSTRUCTURE SUBSTRUCTURE RETAINING WALL ESTIMATE CHECK ESTIMATE CHECK ESTIMATE CHECK ESTIMATE I CHECK #3 0 0 0 0 0 0 ------------- - #4 890 501 0 1091 13724 4118 #5 #6 #7 8944 5165 0 #8 0 16963 0 0 #9 0 2468 #10 0 1212 0 #11 0 1823 0 0 #14 0 0 #18 0 0 0 INT DIAPH WALL RAIL HINGE STIR APPROACH SUBTOTAL 103341 0 465641 ol ol 0 ol 0 2% SPLICES 2071 0 9311 ol ol 0 01 0 TOTAL= 105411 0 474961 ol 01 0 01 0 DATE: 7/29/00 Page 1 Bel SUBSTRUCTURE BAR REINFORCING STEEL (Name of element here) STRUCTURE: BRIDGE No. CALC. Fx"] - DIST. CO. RTE. P.M. JOB NO. BY: Gina Warrick CHECK No. or Wt/ Total Length - Each Size No.3 No.4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 No. 18 - item Se length of wall Length #8Tot16 8 16 37.2 595 7 74 9.5 703 #6@6 6 74 9.5 703 #5Siirrups@12"Trans 5 296 - 2.8 829 - - - Bent 3 in-Fill Wall: #10 Tot 4 10 4 35.2 141 #5 Tot 2 5 2 35.2 70 #5 U Bars .@ 12" 5 35 10 350 #4 UBars Tot 10 (for slab dowels) 4 36 2.5 90 #8 @ 12" 8 76 32 2432 #7 Dowels @ 18" 7 63 3.4 214 #5Stirrp(Bottorn) ?i9.2 20 _ --...---.-- - 5 -. 12 1 - 470 422 #5ShrrupsMddle) 5 5 #5 @ 12Horiz (Middle) 5 42 35.2 1478 #5 Stirrps (Top) 5 210 2 420 Horz!iJi°.P) - 5 .......... . 1235.2-p??. -------------- To)pl Length: 0 90 5882 703 917 3027 0 141 - 0 0 0 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 4,303 5.313 7.650 13.600 WI. Per Size: 0 60 6135 1056 1875 8083 0 606 0 0 0 Total Steel Weight 17815 pounds dote: 7/29/00 Page 1 Abi 4 SUBSTRUCTURE BAR REINFORCING STEEL (Name of element here) STRUCTURE : BRIDGE No. CALC. - DIST. CO. RTE. P.M. JOB NO. BY: Gina Warrtck CHECK F I ___ X Item Sizel No. or Wt/ length of wall Length Total Length - Each Size No.3 No.4 No. 5 No.o No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 No. 18 Abut 4 Footing: #6101 14 Long 6 14 31.7 444 56 @ 12 Bottom 5 31 6.2 192 #5@12Top ..! Abut 4 Stem Wail: #9 L Bars © 12 Back Vert #4 © 18 Front Veil 9 4 30 20 134 .._ .._.188 -- ..._.90 6.4 48 210 12.1 363 10.5 #4 © 18 Long #11 Tot Long 30.8 -4 4 11 5 8 4 30 30.8 246 144 18 _..._ 75 123 #5U Bars @ 12* Top 4.8 88 #5L Bars @9"(BB) 5 2 Abut 4 Backwatl: #4 Tot 4Lon 4 P__.....J23 #8 © 12 Back Veil 8 4 4 30 30 6 2 --L. 5 71016.2 2.5 3 8 90 #4 L Bars © 12 Front Veil #4 Tot 6 (D-D) #5 Tot 5 Vert toFtnL 5 #11L Bars Tot 2Top— Abut 4 Wingwati: — 5 12.3.!?......— 224.2 55 —48_____ #5 Tot 2 Bottom #7L Bars @6fl0p) . #7L Bars @6"(Bottom) 5 6 27.4 — — - #6@9(Top) 26.8 #6©9(Bottom) 6 6 t ... #5 U Bars © 18 5 141 4 8 -- _____ 162 ____------- — #4 U Bars Tot 2 (Pile Cap)_ 4 2 lofpl Length: 0 726 752 668 350 75 363 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 485 784 1003 715 200 1234 date: 7/28/00 0 4.303 0 172 5.313 912 0 7.650 0 0 13.600 0 Total Steel Weight 5333 pounds Page 1 Ben, SUBSTRUCTURE BAR REINFORCING STEEL (Name of element here) STRUCTURE: BRIDGE No. CALC. DIST. CO. RTE. PM JOB NO. BY: Gina Warrlck CHECKX P'~ - Item Se No. or Wt/ length of woit Length Total Length - Each Size No.3 No.4 No. 5 No.o No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 No. 18 Bent 2 Footing: #8 Tot 20 #7@6 8 7 6 20 74 74 296 37.2 9.5 858 703 703 744 ____- - ----------.---- 9.5 29 - #5 Stirrups @ 12 Trans ___5 Bent 2 In-Fill Wall: #10 Tot 4 10 4 35.2 141 #5 Tot 2 #5 U Bars © 12 #4U Bars Tot 101forslabdoweis) 5 5 4. 8 5 5 .5 2 35 36 76 61 700 . 35.2 2102 420..- 70 350 1400 420 40-35.2 2.5 _._...P 207 2432 - -- ---- - 10 32 3.4 - 2 . , 12352 ..... ----...- #8 © 12 #7 Dowels © 18.7 #5 Stirrups (Bottom) #5@6"Honz(BotIom #5©12Honz{Middle) #5Stirrups(Top) _.@6Honz(Top -- -- ?iO.? - TolpLength: 0 90 5772 703 . 910 3176 0 WI. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.40) WI. Per Size: L0 60 6020 1056 1861 8480 0 dote: 7/29/00 141 4.303 606 0 5.313 0 0 7.650 0 0 13.600 0 Total Steel Weight 18082 pounds Page 1 Abc, SUBSTRUCTURE BAR REINFORCING STEEL (Name of element here) STRUCTURE: BRIDGE No. CALC. DIST. CO. PIE. P.M.JOB NO. BY: Gino Warrick CHECK X - item Se No. or Wt/ length of wall Length Total Length - Each Size No.3 No.4 No. 5 No. 6 No. 7 No. 8 No.9 No. 10 No. 11 No. 14 No. 18 Abut 1 Footing: #6 Tot 14 Long #5 @ 12 Bottom #5@12Top 6 5 5 14 31 31 31.7 6.2 6.2 192 444 192 - - - Abut I Stem Wall: - #9L Bars @ 12 Back Vert 9 30 10.6 12.1 #4 @ 18 Front Vert 4 20 - #4 @ 18 Long 4 8 30.8 144 246 #11 Tot 4 Long 11 .4 30.8 123 #5 U Bars @ 12 Top 5 30 4.8 - #5 L Bars @ 9 (B-B) 5 2 8.8 —18- Abut 1 Backwali: #4 Tot 4 Long 4 4 30.8 123 #8 @ 12 Back Vert 8 30 2.5 . - _J 75 — . ...... #4 L Bars @ 12 Front Vert 4 4 11 5 I 7 5_........_5 30 6 2 ... .._i 10 3 8 90 48 ---.-.----.----- #4Tot6(D-D) . Abut 1 Wingwall: _Tot5VerttoFtng #11 L Bars Tot 2Top #5 Tot 2Bottom Bars@6(TopL #7L Bars @6(Bottom) - 12.4 _.!? 55 — 224.2 ____ 48 27.4 16.2 162 .___ .. #6@9(Top) 6 5 26 #6@9_(Bottom) 6 6 15 90 #5U Bars @18 5 14 6.4 — #4UBarsTot2(PileCap) 4 2 4 8 Totpl Length: 0 728 752 668 350 75 363 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 486 785 1003 715 200 1234 date: 7/28/00 0 4.303 0 172 5.313 912 0 7.650 0 0 13.600 0 TotalSteelWeight5335 pounds Page 1 Curtain Wall SUPERSTRUCTURE BAR REINFORCING STEEL (Name of element here) - STRUCTURE BRIDGE No. CALC. DIST. CO. PIE. P. JOB NO 1095 BY: Gina Warrick CHECK Fx:~— — Item Se No. or Wt/ length of wall Length Total Length - Each Size No.3 No.4 No. 5 No. ó No. 7 No. 8 No. 9 No. 10 No, 11 No. 14 No. 18 Curtain Wail: #5 Tot 4 5 4 8 32 #4 @ 12Tot6 4 6 1.5 2.5 9 #4 @24 4 68 #5 Cont (Drape) 5 1 142 142 #4 Tot 2(Drape) 4 2 15 30--- #5 L Bars @ 36' ( -A) 4 5 _.._!P 2 1.8 135.3 -- _162 #4 Cont Tot 2 (A-A) 271 - #4@12(C-C) 4 12 06 7 -- #4 Tot 2(C-C) 412 _Abut lConcExpDam: 1.6 #4 Tot 4 4 429.5 118 #4 Dowels @ 18 4 38 1.6 61 #4 Tot 4 4 4 29.5 118 #4 Dowels @ 18 4 38 —IEEE] — I . — Totpl Length: 0 856 336 0 0 0 . 0 Wt. Per Foot: 0.376 0.6o8 1.043 1.502 2.044 2.670 3.400 Wt. Per Size: 0 572 350 0 0 )1 0 date: 0 4.303 0 0 5.313 0 0 7.650 0 0 13.600 0 Total Steel Weight 923 pounds Page 1 C"' SUPERSTRUCTURE BAR REINFORCING STEEL (Name of element here) STRUCTURE: BRIDGE No. CALC. DIST. CO. RTE. P.M. JOB NO. BY: Gina Warrick CHECK X Sizel No. or Wt/ Total Length - Each Size - Item length of wall Length No. 3 No. 4 No. 5 No.6 No. 7 No. 8 No.9 No. 10 No. 11 No. 14 No. 18 Raised Curb: #7Tot 12 Long 7 12 206.7 2480 #7 U Bars © 12 oc 7 206 4.2 865 #7 Top Bars © 12 oc 7 206 5 1030 Median © Approach Slab: ]#4©24 #4@24 4 4 60 30 1.92 2 115 60 - #4 tot 5 4 10 30 300 D&B Dowel © Median #5©24 5 72 2 144 - Total Length: 0 475 144 0 4376 0 0 Wt. Per Foot: 0.376 0.668 1.043 1.502 2.044 2.670 3.400 0 4.303 0 5.313 0 7.650 0 13.600 Wt. Per Size: 0 317 150 0 8944 0 0 0 0 0 0 Total Steel Weight 9411 pounds date: 7/28/00 R,IE DOKKEN EN C I NE E RI N C 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 us. v. 4u TA i I-'rlL)INt (pi) 0 I4-Ei(( • F/kA (B3B) ol'-bU I I JOB SUBJECT - - ' DATE JOB NO. A) I 2e9-_- (p'30 L3 BY SHEET CHECK of P@DOKKEN N C C R I N 6 3914 MURPHY CANYON ROAD, SUITE A-i 53 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 /4-7- 117 / /71 o 27. S° CIO _____ ' 27 7'77 S A- Z7eP 7 - # ñi'r STi - 3 /• -Z zJ(/) Z7L 4J- c4. 7o I JOB SUBJECT I DATE I JOB NO. /09 ( BY SHEET _M - CHECK I of ,,d DOKKEN 3914 MURPHY CANYON ROAD, SUITE A-153 • SAN DIEGO, CA 92123 E N 6 I N E E R I N C vrluNt (,b 1I) I4-15i(f • r-FA tOI) I4-BbU r' P/e- (I/f- 3 -. Z L -e: / OjcZ4 /) e /8' c f-I e'F K't7--' 77 - 3Q - Z 1 5 3Z 1 ne3 2 zc.; 171?L 3 52. 2'7 L.,F O.oti 0.001 - o.00 03 - O1l8é7 0.00 4-'3u74 0.0531 000\ 70 Li 0.00 o 0.Z-414 - JOB SUBJECT DATE JOB NO. BY SHEET Iq D 0 KK E N GINEERINC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 C4c TC /1Iv'- 3s, S' PcU2u4 iwcjvvd f4 ,vwtU 411' 2H L-F Ck 70 0 7(l qc7 aZ4( JOB SUBJECT DATE JOB NO. 10(20(60 1015 BY J SHEET of - - - t(A . CHECK 0 tIv \ (k V\J ol I DOKKEN V ENGINEERING Irwr.u..rr..,rrIr 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 -'HONh (58) b14-liJ(( • I-AA (b) bl4-bUl3 pctiec te'v tO 6u+ -off . Pde5 IA L LSLS L 4.42 / pj~c L Z' / p I ~ e Euvk F 019 (-w ov1) -\q9;0 LF JOB SUBJECT DAT JOB NO. of2.o/d1) ;oS Cic BY SHEET eoc( v 4 CHECK of Dv v t - - - - -. 2S. \kAz7a( DO K K E N GIN E ER I N G 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 Iu s k P (45 JOB Pvi vd±ict SUBJECT q:B:y c' f! CHECK K K E N G I NE ER INC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 Dnv C4ç Tô-) I Ak t WivijvvaJ VV(frjwcd) Ptt JOB SUBJECT DATE I JOB NO. ojlO1A)I [,O't~ vi V11AJ. BY 'SHEET I vv CHECK '-7 DOKKEN, ENGINEERING I...,.. 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 Dv Eo f lkeA I.. JOB SUBJECT DATE I JOB NO. ,- (012 (01. iQt' Ft MA IYtC((je' Coed( BY t SHEET POvthi-t Poivce4-4 vV (9 I l oVp.VVV,0A A CHECK of DOKKEN EN C I NE ER INC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 C'. 1 JOB SUBJECT OATS JOB NO. / vic 1IV1tl 7Ytt CkCC( BY SHEET w rt CHECK of Ov)/leek VV !C0 IL/LI R§DOKKEN E N G I N E E: R I N G 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 ,V(3H 51J T) C &/4çk) 2-7 Efr JOB SUBJECT iV( 7' I DATE JOB NO. ir - , BY SHEET CHECK of DOKKEN ENGINE ER INC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 0 V K (OOkU (y 1)VY\ vV )aN '( PV\)k L4 S-I -' 2,3 3 (' Nwv1Ck 3' A C( '_) f 4 S. Sal 4 1 - F) t~~ -5 0, 1 I:>c' ;~' JOB P osWi SUBJECT fiotI V';B/tc(y ('&1L(k Ptrn..&r-ha -n OFk \Nve/Vl OATE JOB NO. 01 zo/oo 1t* BY SHEET CHECK of 5,9DOKKEN EN CI NE ER INC 2- 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 I-'HUNt (b) bl4-J/( • I/Vt, (öD) 014-ib1J vvckuv 2((tVcft1Uy cvi0 Pvu4 1 )4 -)( 51 VIACLJYCI~ Hvv Ci t( A,7O5 —--- — 4- ?- I ' 2.G I ' 5 Aukt I s2.'olt NT All 'A1 77 ft JOB SUBJECT DATE JOB N9. £ik o ( (o O1S BY SHEET 9bIv5 -ft1a LaN1e Ov V1C) CHECK of - - - - - I-'HONL () 14-lJf( • rA)c )014-dbUtS 131v*-5 '2,3 I?'ev'l 'e'yik3 :& Ao 4 SvuC 2L O( 4(z5 / MDOKKEN ENGINEERING 3 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 K I I I I 43 < L - 2-Q P,&vikl - JOB SUBJECT DATE bI1/ Jorms BY SHEET Po I Livi CHECK of * '2 -14-A 73,55 - 33S (A Aas ' Lii I I jd DOKKEN EN C I NE ER INC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 I-HON (öb) b14-i(I • i-PQc (iSb) b14-bU Niese €:2iV F3 e\hLT U5&( ---oce'vtve o-Ftiov' 1,vc -1ow, oM-i&( k' Iejvcz1 ctP7€ ctJyV)VOK. ( eIoY\i -We f(rld F-S eAjt - klu-ys. : -çv'c tcF1U ( jt)S* -c1cfCp & ¶vt3Yv'l cb'uc+<, (cif ac) cuk ( 'Jtg vJot A, 2-5 ffL t1S L1 L 227 V ivi,111wall A1 t/(3t11)(tcl') .(.tt)(4.Y) Au+4 JOB SUBJECT OE/ J?BNO.c Pot ne1 fj F Vkkt &1( t&Jf c(4eCk a(Jt/V14 BY SHEET k -v Lvv CHECK - of - - - - id DOKKEN ENGINE ER I N C 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 'HON (b) 14-3(( • I () 014-libuö V)~ ~J(---/- CVCq\IA7-1.0~11 @ L)T/J (/z F/TI2 I K 96' (,J 7/ (/; (/1,7 -T: 77)9- DATE JOB NO. JOB SUBJECT JTfEye'-V%27u1(j /() -3Otd /c) 9( BY SHEET CHECK of - - jd DOKKEN ENGINE E RI NC iA—i '7OCk 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 -'l-tUN (b) 114-00(( • IP b) 314-jb(Jj Pv UVy1i'VV6iV\. Zl5,E cf A04 I 5 A½f I WtvWc&U \)I L.\ \/'1 ,.( v// JOB SUBJECT DATE JOB NO. rvt)b )U1) (v -15- PvtCe C&k W1iY)- BY SHEET poLv%k-h(TA LAM e Ovov 1.(& frt CHECK — of Co foDOKKEN ENGIEERINC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (S) 14-J(( • I-IVc (bb) 14-bO ( 5 E C ' PGY Foy L&c k 1040 5UO-ya(l -f k F v o lu me fyorffl lie /0 v-4. -i I L&iv—i'h1.(FoY ovv4 v\J I v p cto v.D - V€ 1ie ot F3 ttve - +k e 6,, P cf ke L4 Aou-t A4 V2 (I)(1 - 4.( ( .ZSt = 20. ( vI r7 csj C 3.5 C4,DS' :l2S A1 . 20. O( =Acl JOB SUBJECT DATE JOB NO. ?o se F( vial 101(4 (oo i O BY SHEET CHECK of - - - - - \NVl I 1 i dDOKKEN EN C IN ER RING 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 M-1L)N () 14-bi(( • r, ) 314-tibO 5coC &'t(l 25 / Auk 4 -koc-f 4.0 o'( EiviAT 2. V7?NIf 3 - V: io') (z50(3s7') 2 °• k t I L A3M '( k A,Apowvj AA Lw; tw Vww ___ JOB SUBJECT DATE JOB NO. h€c 'Quo Bv' to SHEET eovt+-h Luvv 6 vi /,/v Ve. oo I CHECK / MDOKKEN EN C I NE ER INC 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 -'HUNI () 014-J(I • nyc. 14-tibU5 -I 2 34.-5 04 -`Y LA+\U+4 &\ A JOB SUBJECT DATE JOB NQ. Poi 1012,010) 101 Final BY SHEET Po:vLsd-1—a Lait O vjt&v CHECK of M DOKKEN ENGINEERING 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 I-'IlUNt (D) 0 I'-DJ(( • r,v. O) 3I14-00u LL— Ori . q \/ku LT JOB SUBJECT DATE JOB NO. BY SHEET CHECK of DOKKEN E MG I NE ER INC 11 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123-4491 PHONE (858) 514-8377 • FAX (858) 514-8608 huCkU Ve Cir (o -od'i 5c( P2)1l AL-- 4 4L3S kid Vt .0 4c,ti Vb 4 -frokx (e LIt T 30 P\9U St(UC1 uYc voCL4 Stk2 425 c-( I 5,ty zt cc Cyci Stala) —_ . 0 5 1 JOB Pi VIC, t1----t° SUBJECT YLL C4ieth .Ppi rLc(. k-Hat. Lcwe DATE JOB NO. BY SHEET Cvi CHECK of 7 ,,d DOKKEN 'EN G I N E ER I N G 3914 MURPHY CANYON ROAD, SUITE A-i 53 • SAN DIEGO, CA 92123 -'MUNI (b1) 14-tiJf( • IPA (b1) 14-b(J ON r L, /71 --77, 37 /7S7 4y /q31F 2A/A :34-4die; 7 1 a, Cm 6f'I t1/Y 7'2 3 13 Z ' c '2 77per24 /24le- "lf < 7i/7 i , 4N2 2-4 AJ te-55 1-" (ccIU1 6tJ7) Ic- JOB SUBJECT JOB NO. R§DOKKEN 6 I N C C R I N 6 3914 MURPHY CANYON ROAD, SUITE A-153 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 5Lp6 RVrA1 QfrP.i1 I o '-33ct (L c Z.(Cy 2 -A (3,j-," (9 )(3 3) -v z.00cY $4 I JOB SUBJECT DATE JOB NO. 1I)_7_Ac) I / A j CHECK of - - - -I R§DOKKEN G I N E £ R I N 13 3914 MURPHY CANYON ROAD, A-153 • SAN DIEGO, CA 92123 PHONE (619) 514-8377 • FAX (619) 514-8608 (z s) 6? 72f)c Zc7 C'1eD ,,titJ O Th— = I G4 € I JOB I SUBJECT DATE JOB NO. BY SHEET CHECK of