The URL can be used to link to this page

Home My WebLink About3505; STATE STREET STORM DRAIN CONNECTION CONST. PLANS; SUBMITTALS;CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009 -1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 7, 1999 JOB NO: 3505-1 ATTENTION: Jim Jensen RE: State Street Storm Drain Repairs TO: Don Hubbard Contracting Company P0 Box 230577 Encinitas, CA 92023-0577 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Print 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittals COPIES DATE 1 July 6, 1999 NO. 2.0 DESCRIPTION Submittal 2.0 - Construction Schedule THESE ARE TRANSMITTED: o For Approval 0 For Checking 0 Resubmit 6 Copies for Approval 0 For Your Use X Approved as Submitted 0 Design Only, Not for Construction 0 As Requested 0 Approved as Noted 0 Return Corrected Change Order 0 For Review and Comment 0 Returned for Corrections 0 For Your Action REMARKS: None CC:il Signed: Blame Barth Ban Rubbarb Qtonfractin (go- ENGINEERING CONTRACTOR LICENSE No. 172638A YARD AND OFFICE --46 ENCINITAS BLVD. ENCINITAS, CALIFORNIA 92024 MAILING ADDDRESS: P.O. BOX 230577, ENCINITAS, CALIFORNIA 92023-0577 TEL: (760) 753-1137 FAX: (760) 753-0977 SEWER CONSTRUCTION JULY 6, 1999 PIPE LINE CONSTRUCTION EQUIPMENT RENTALS JOHN WHISENHUNT CITY OF CARLSBAD 2075 LAS PALMAS DR CARLSBAD, CA 92009-156 RECEIVED JUL - 610,99 CItY RE: STATE STREET STORM DRAIN SCHEDULE JOHN, BELOW IS OUR WORK SCHEDULE FOR THE ABOVE JOB. 7-12 MOBILIZE SETUP TRAFFIC CONTROL LAYOUT & SAW CUT ASPHALT FOR INLET AND PIPE MOVE IN PIPE AND 3/4 ROCK 7-13 THRU EXCAVATE AND INSTALL 24" RCP 7-16 BED AND SHADE PIPE POUR LUGS BACKFILL AND COMPACT 7-19 THRU EXCAVATE FOR AND BUILD CURB INLET 7-23 POUR INLET 7-26 THRU BACKFILL AND COMPACT INLET 7-30 GRADE, FORM AND POUR SIDEWALK, CURB & GUTTER GRADE AND PAVE CLEANUP CALL IF YOU HAVE ANY QUESTIONS. ON H62\RD, JR VICE—PRESIDENT ACCEPTED AS SUBMITTED D ACCEPTED WITH COMMENTS D N9TCPTED-RESUBMIT 1W/14 -711 /f I BY DATE CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009 -1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 7, 1999 JOB NO: 3505-1 ATTENTION: Jim Jensen RE: State Street Storm Drain Repairs TO: Don Hubbard Contracting Company P0 Box 230577 Encinitas, CA 92023-0577 WE ARE SENDING YOU: o Attached 0 Shop Drawings 0 Print 0 Plans Specifications 0 Copy of Letter 0 Change Order X Submittal COPIES DATE 1 July 6, 1999 NO. 4.0 DESCRIPTION Submittal 4.0 - Storm Drain Lids and Covers THESE ARE TRANSMITTED: For Approval 0 For Checking 0 Resubmit 6 Copies for Approval For Your Use 0 Approved as Submitted 0 Design Only, Not for Construction As Requested 0 Approved as Noted 0 Return Corrected Change Order 0 For Review and Comment X Not Accepted - Resubmit 0 For Your Action REMARKS: None CCil Signed: 4 Blame Barth - ..' ,, '--.'., , ;/ MACJ.\ 760 744 0476 PAOE. 1/2 4::llat-don od'aat, gnc. MANVMCTURU$ OF PUCAST CONOMIE IIAP4kOLE9 MOI-MIX CONCWS 161$ LA MIRADA DRIVE 00 SAN M4'JCOS, CALIFORNIA 92069 Phone (610) 7444355 ( SIF I 535 SET WEIGHT Frame 30 Lbs Cover 100 Lbs Total 130 Lbs APPROVED By; - Title: Agency:. Date: COMMENTS General Information All materials used in MFG.;hall conform to ASIM 48.30. Frame & cover bearin mac me to assure close, quiet fit. INS . Castings shall be dip din black bitiQEW AS SUBMITTED Standard cover marki s avoiloblq: WITH COMMENTS or as per required le er design gjjn. [ NOT . DATE &GJie.f.s 5PR$D '1- I tJ- 7ur1 VZ4,1HO £Di)D P-1 ('oLi i . CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009 -1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 18, 1999 JOB NO: 3505-1 ATTENTION: Jim Jensen RE: State Street Storm Drain Repairs p TO: Don Hubbard Contracting Company P0 Box 230577 Encinitas, CA 92023-0577 WE ARE SENDING YOU: 0 Attached U Shop Drawings 0 Print 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal COPIES DATE 1 July 14, 1999 NO. DESCRIPTION 3.1 Submittal 3.1 - Resubmitted Concrete Mix Design THESE ARE TRANSMITTED: For Approval 0 For Checking 0 Resubmit 6 Copies for Approval For Your Use X Approved as Submitted 0 Design Only, Not for Construction As Requested 0 Approved as Noted 0 Return Corrected Change Order 0 For Review and Comment U Not Accepted - Resubmit 0 For Your Action REMARKS: None Signed: Blame Barth slic-eo,2 Ø. 0? PCA(, 009jC1( MAMHOI.0 ugossx csscu 1115 i..* WIRACA =RIVE OAM MARCS. cAUp4 NIA I206 Phan* (110 1444355 MIX D93IQ3 1 DATE 2/3195 - MA1-CON PRODUCTS UC0OZC5 TZI 7QLOWIi1G MIX TO 31 USID bR,_________________ CONCZZ?2 CQ113ACT0R: Tfl IL7OWI1(4 )(X 21 A UCO)0tUATZO11 A11 KJT IS IU171cT TO U YP3OVAL 07 T0U A*EIT*CT , Z34*1313m , P&2VU OWIIU • 03 PLIC AGENCY (XX39 PUMP OR PLACI ( ) PLACI OKLT PSI 3250 111 _______ 28 DAYS -- XAXI1WX £Z AGGZUATZ C $3 ROCK " 1633 ___Las 14 ROCK 3/5" --&u- CUll? OTEU TOTAL c 1TI2OUS --_380_LIS ill v/C SAT!0 57 •1 41 GALS -LU 1LW ADKU__------- ADKXX_- SOURCE CIXIZIT T_- _- - _ —T!PZ BOURCI COARSE AUGATZ - CEI SOURGI 72111 AQ4R1ATZ CHANDLIRS --- 8QUICS OTUR - LXJ ACCEPTED AS SUBMITTED D ACCEPTED WITH COMMENTS D NOT ACCEPTED-RESUBMIT BY ATE CPA CHANDLER AGGREGATES, INC. P.O. BOX 39 CORONA, CA 91718-0039 04/05/99 909-273-1011 9 FAX 909-2730555 Maroon Products, Inc 1615 La Mirada Road San Marcos, CA 92089 Attention: Mark Santar The following is submitted for your records: Production Facility: Sierra Sierra Sierra Product Code: 502 504 $13 Description: #3 Gravel 04 Gravel W.C.S. Sieve BLIM #3 Gravel #4 Gravel W.C.S. 1 1/2"/37.5mm 100 r125mm 93 314'/l9mm 71 _-.. ................... 66 -.-..,.-.-....-...-.-..-....--...- ........- 3/8N/9.5mm 9 90 . 100 #4/4.75mm 1 14 100 08/2.36mm 2 79 #16/1.18mm 1 52 31 9 50 L3.29i!1 ...•,,.... IL... . ............................. .......................... ........ Q..................................................... SE/CV 66 87 80 The above material data is derived from our continuous Quality Control Program, and is representative of material produced in the taet.thirty-day period when sampled and tested in accordance with applicable ASTMFCaITrans test methods. Sincerel <i!-77 '* Todd Pendergrass Technical Services Manager RECEIVED JUL 141999 ENGINEERING DEPARTMENT 0 C— - ;pQ2 C 22 rr 4 G)CD :E) < tTi PACIFIC COAST CEMENT STN DIEGO T1iIN2L Portland Cement Certitkate of Compliance BOlftkkoc Nii.:? J1 To: (W4a ',i., ourco: jwc CclnrnL itnt2Or1 Ca. Lid Cisco: 10, PtoJcCwnracot No.: lys kcr1v sudfl Oik hipmoi pzilirid Ccnninit at ctcdi th loihiwini ipccffkathni PC1 ASTM CI-% Tpu I - 11, Low AIkM1 (XI ASTM C- 130-96 Type V,• t.tiw AiZI [Xj CaIirin Sctio ')A - Typo fl Modiiicd ttd Typo V, LoW Albil CJ Fodecat SS-C-I960I3 THOMAS 0. ILDWARDS VICE PRESIDENT PACIFIC COAST CEMENT CITY OF CARL SBA D 2075 Las Palmas Drive Carlsbad, California 92009 -1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 7, 1999 JOB NO: 3505-1 ATTENTION: Jim Jensen RE: State Street Storm Drain Repairs TO: Don Hubbard Contracting Company P0 Box 230577 Encinitas, CA 92023-0577 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Print 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal COPIES DATE 1 1 July 14, 1999 NO. DESCRIPTION 1 4.1 Submittal 4.1 - Resubmitted Storm Drain Lids and Covers THESE ARE TRANSMITTED: O For Approval 0 For Checking 0 Resubmit 6 Copies for Approval o For Your Use 0 Approved as Submitted 0 Design Only, Not for Construction 0 As Requested X Approved as Noted 0 Return Corrected Change Order 0 For Review and Comment 0 Not Accepted - Resubmit 0 For Your Action REMARKS: None CC. 71i Signed: Blame Barth 4=-A4a'z - t'2 on P'toctuaLt, flac. NAdUFAGTUPES OF PRECAST COICMTC MANHOLES REOI.UlX CONCRETE 1615 LA MIRADA DRIVE .j. SAN MARCOS. CALIFORNIA 92069 Phone (619) 744.3355 R.- (30 00" NN °:o:: O (o 0. 0 °0c : OF 0 0 Co ::o:o 0 0 cr Qo0O 00000 000%0 00000 o%,0 000 0 0 0 0 , e 0 00 0 ,0 ol 0 o o/l \\o°00o a°o// SBF 1310 SET WEIGHT Frame 175 Lbs Cover 155 Lbs Total 330 Lbs By: j J' 111W Title: Agency: Dote: - COMMENTS C0C. ft1Ap.fr To E ,k51bLjS i)fL4w" General Information All materials used in MFG. shall conform to ASTM 48-30. Frame & cover bearing surfaces machined to assure close, quiet fit. Castings shall be dipped in black bituminous paint, • Frame and cover exceeds H-20 wheel loading. Standard cover markings available: "SEWER" "STORM DRAIN " or as per required letter designation. RECEIVED JUL 14 1999 ENGINEERING DEPARTMENT CITY OF CARL SBA D 2075 Las Palmas Drive Carlsbad, California 92009 -1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 7, 1999 JOB NO: 3505-1 ATTENTION: Jim Jensen RE: State Street Storm Drain Repairs TO: Don Hubbard Contracting Company P0 Box 230577 Encinitas, CA 92023-0577 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Print 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal COPIES 1 DATE July 6, 1999 NO. DESCRIPTION 5.0 Submittal 5.0- Storm Drain Pipe THESE ARE TRANSMITTED: For Approval 0 For Checking 0 Resubmit 6 Copies for Approval For Your Use X Approved as Submitted 0 Design Only, Not for Construction As Requested 0 Approved as Noted 0 Return Corrected Change Order 0 For Review and Comment 0 Returned for Corrections 0 For Your Action REMARKS: None CC File Signed: _ 4- & Blaine Barth '.r NOWINAL LAYING LENGTH I 6.5 -----..i.-------- -CL COLS PARALIVI CIRCULAR CAGE— !I 01*. 0*SIT cz,±/4 la 41 CAGE LENGTH D-- 3/I6 TYPICAL SECTION THRU PIPE REINFORCED CONCRETE PIPE DRY CAST—PASO DELL JOINT DESIGN MANUFACTURING DATA INSTALLATION DATA NERM. - CAGE CUI.AR CAGE 01 fENElT ONC P - - - - - . !EA 6 6 J W -i— -EL- £- . T III. PT. _L_ II. .L.. *1 IlL FT. I I; . . . III. -. j .4 -- . - . 01. v. III 29109 1675 3550 O. 6-36) 45 — 3 FT.i 236 3.0 409 70 1 3I 8.01 3.75 013 1.96 .13 0.27 a_ .23 & ..NOT( P,PL 00 BASED MINIMUM WALL fl1C,(I.(SS SHOWN. PIPE WALL TAPERS r•riou CASKET CODE: 40J-13248274 .3_AT 1H1_ BELL (NOTO.j-3/ I 5_AT THE SPIGOT END. PARTNUMBER: C16T24—OO I Coiicvslr & Steel Pe Gaup atmmm Southern Diusian reorL ____________________________ ,4—•_I_-'•.... CICOILOI ____- ____ ________ - . _f1flhffiJfl1 Oiegjia L -1 /1/17 DATE Standard Pull Chart Raised Bell Rubber Gasket Machine.-Made Pipe al Lakeside Pipe Wall Outside Pulled Offset With Resultant Deflection Angles (Degrees) Inside Thick- Joint Dia- ness Space meter 1/16 (18 3/16 114 5,116 3/8 7/I6 1/2 9116 5/8 11116 3J4 13/16 7/8 1 9161 -----------inches of pull measured al inside face----------------------- ----.-----..---- -----------------------_---.----.-.---.degrees-------------------------------------------------- (inches) (inches) (inches) 18 2 1/2 1/8 0.16 0.32 0.49 0.65 0.91 0.97 113 1.29 1.46 162 1.78 1.94 2.10 2.26 2.43 259 24 3 118 0.12 0.25 0.37 0.49 0.62 0.74 086 0.98 1.11 123 1.35 1.48 1.60 1.72 1.84 11.97 30 3 1/2 1I1 1 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.09 1.19 1.29 1.39 1.49 1.59 36, 5 1/8 0.08 0.17 0.25 0.33 0.42 0.50 0.58 0.66 0.75 0.83 0.91 1.00 1.08 1.16 1.25 1 33 19 5 1/4 114 0.08 0.16 0.23 0.31 039 0.47 0.54 0.62 0.70 0.78 0.85 0.93 1.01 1.09 1.16 1.24 42 5 112 1/2 0.07 0.15 0.22 0.29 0.36 0.44 0.51 0.58 0.66 0.73 0.80 0.88 0.95 1.02 1.09 1.17 48 6 112 0.06 0.12 0.19 0:25 0.31 0.37 0.44 0.50 0.56 0.62 0.69 0.75 0.81 0.87 0.94 LOU 48 7 112 0.06 0.12 0.19 025 0.31 0.37 0.44 0.50 0.56 0.62 0.69 0.75 0.81 0.87 0.94 1.00 15rochure.xls Pull Cbin RB Mt'M 1/2i99