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Home My WebLink About3591; CARLSBAD BL BIKE LANE PROJECT; SUBMITTALS;ri CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 22, 1999 JOB NO: 3591 ATTENTION: Lee Shellberg RE: Carlsbad Boulevard Bike Lane TO: New Century Construction 3506 Marlesta Drive San Diego, CA -92111 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Prints 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal COPIES DATE NO. DESCRIPTION Submittal 7.0 —Seed Mix 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 Prints 0 For Review and Comment 0 Not Accepted - Resubmit 0 For Your Action REMARKS: None C ii C 11 . Signed: Blaine SUBMITTAL # 5 DATE: July 21, 1999 TO: [John Whisenhunt of The City of Carlsbad] FROM: [Lee P. Shellberg- III New Century Construction] RE: [Carlsbad Blvd.Bike Lane] CC: - We here at New Century Construction intend on using the following Seed Mix for the Hydroseeding. Please review this product and return one copy with your Approval, Comments, Revisions, and/or Rejections to Lee Shellberg. A.S.A.P. RECE1!V.D I NOTICE OF MATERIALS TO BE USED JUNE 25, 1999 You are hereby notified that the materials required for use under the CARLSBAD BIKE, LANE contract for the City of Carlsbad in the County of San Diego will be obtained from the sources herein designated. CONTRACT ITEM NUMBER KIND OF MATERIAL NAME AND ADDRESS WHERE MATERIALS CAN BE INSPECTED HYDROSEEDING SEED CHEYENNE NATIVE SEEDS 2017 ORANGE AVENUE RAMONA,_CA 92065 HYDROSEEDING HYDROMULCH S & S SEEDS GREEN COLORANT 5690 CASITAS PASS RD CARPINTERIA,_CA 93014 HYDROSEEDING FERTILIZER GRANGETTO'S WETTING AGENT 1105 WEST MISSION AVE. ESCONDIDO, CA 92025 HYDROSEEDING SOIL BINDER ECOLOGY CONTROL 5690 CASITAS PASS RD CARPINTERIA, CA 93014 It is requested that you arrange for the sampling, testing and the inspection of the materials prior to delivery. It is understood that source inspection does not relieve me of full responsibility for incorporating in the work materials that comply in all respects with the contract plans and specifications, nor does it preclude the subsequent rejection of materials found to be unsuitable. Yours truly, 2J ACCEPTED AS SUBMITTED 0 ACCEPTED WITH COMMENTS 0 NOT 44CcEPTED.RESUBMIT -7X1 /11 BY DATE QUALITY HYDROSEEDING 2017 ORANGE AVENUE RAMONA, CA. 92065 c3ic%e4flC native 5CCt'S 1P0. Box 157, Rmoa. CA 92065 July 16, 1998 Quality Hydroseeding 2017 Orange Ave. Ramona, Ca. 92065 Re: CARLSBAD BIKE LANE Cheyennne Native Seeds will supply the seeds required for the CARLSBAD BIKE LANE. All seed bags will be labeled as required under the State and Federal Seed Laws. All seed will conform to the label description and meet required specifications. TABLE 1: HYDRO SEED MIX SCIENTIFIC NAME (COMMON NAME) LBS/ACRE MINIMUM PURITY/GERM ROSE CLOVER 20 98/85 ZORRO FESCUE 20 90/80 ESCHSCHOLZIA CALifORNICA 3 98/75 ACHILLEA MILLEFOLIA 4 - 98/70 ALYSSUM 'CARPET OF SNOW' 3 90/80 L DIMORPROTHECA SINUATA 2 85/75 Cheyenne Native Seeds holds a California license to sell nursery stock and is licensed by the California Department of Food and A griculturé to sell seed. Thank you, Cheyenne Native Seeds 9.1 I14.97 15L8 Z805 684 2798 S & S SEEDS 2, flUi.flt)2 P.O. BOX ixn • CA POflI*, CA SM41M • USA • PROM, I4636 • VAX e4-2% Re: Ecology Control MeBinder To Whom It May Concern: Ecology Control MB1nder Is an organic biodegradable dry, mucfloid powder concentrate which Is non-toxic non-corrosive, and non-crystalline. Ecology Control MB1nder conforms to requirement Section 20.2.11 of the State of California Department of Transportation Standard Specifications for 'Stabilizing Emulsion.' Sincerely yours, S&SSEEDS 4uj 44't Victor W. Schaff President F.C91-1-HICAL uic PRODUCT: SLIPPERY WATERTM "G" DESCRIPTION: A GRANULAR NONIONIC PREMIUM QUALITY TURF & SOIL WETTING AGENT FOR PROFESSIONAL USE BENEFITS: BEST® SLIPPERY WATER TM "G": is a highly effective material for "wetting' hard to wet cr compactec soils. wets or opens soils to allow water and fertilizer to move into the root zone. helps wet and reduce dry areas In turf due to inadequate coverage 01 irrigation equipment. quickly wets top dressing materials such as peat moss or mixtures of bark that have dried and are difficult to re-wet. is non-Ionic, non-injurious, non-corrosive, blo-degradable and low foaming. APPLICATION RATES: GENERAL TURF: Apply 140 lbsJacre or 3 lbsJl,000 sq. It. in late spring In areas where thatch has accumulated. Follow immediately with 10 to 15 min-utes of irrigation. Treatment should remain effective approximately 3 months. To extend the periormance period. apply 100 lbs .Iacre (2'/4 IbsJ1,000 sq. ft.) 6-8 weeks after application. HARD-TO-WET OR HYDROPHOPIC SOILS: Apply 200 lbsJacre (41/2 lbs.I1,000 sq. ft.). Follow the application immediately with a thorough irrigation. Re-treatment with 100 ms./acre (21/4 IbsJ1.000 sq. ft.) every 4-6 weeks during stress periods will likely be necessary. LANDSCAPED AREAS: Use 140 lbsJacre in areas where water repellency is caused by thatch (3 lbsi1,000 Sc. It.). irrigate 10-15 minutes immediately following application. Re-treat at same rate 6-8 weeks later for best results. SOIL MIXES FOR CONTAINERS, FOLIAGE PLANTS AND PROPAGATING: Soil mix should be as dry as possible for uniform mixing. Add 1 lb. of SLIPPERY WATER" "(3" per cubic yard of soil mix. Mix uniformly. Wet the Soil mix prior to planting seedlings, cuttings or root stocks. PRODUCT COVERAGE: Based on the ONE 50-LB. BAG COVERS 16,500 SQ. FT. GeneraJ Tuff Rate 23/4 - 50-LB. BAGS COVERS 1 ACRE SPREADER SETTINGS: GENERAL TURF HARD TO WET SOILS Listed Settings Will BESTO Model 34, 44, 64 ...............3.4 3.8 Approximately Apply the Cyclone Model B ......................3.4 3.8 Appropriate Rate. Scotts ...............................0 - -----. - F ------- - Lely Type W Wheel-driven ..............4.2 4.6 NOTE: Spreader settings are guidelines only. Spreaders should be checked for accuracy. APPLICATION PRECAUTIONS: Follow application immediately with 10-15 minutes of irrigation. Do not over-apply. Avoid contact with skin. Causes eye irritation. In case of contact with eyes, immediately flush with water for at least 15 minutes and get medical attention. Do not use, pour, spill or store near heat or open flame. Do not under any circumstances apply with a hand turn chest held spreader. GUARANTEED ANALYSIS: PRINCIPAL FUNCTIONING AGENTS: nonyiphenoxypoly (ethyleneoxy) ethanol, isopropyl alcohol 2-methoxy ethanol, oleic acid ......................10% Constituents Ineffective as a spray adjuvant ...........................................................90% State Reg. No. 7001-50524 EPA Eat. No. 8917-ID-I PACKAGE SIZE: 50-LBU BAGS aLpwATo HANDLING PRECAUTIONS: CAUTION: KEEP OUT OF REACH OF CHILDREN MSDS - See Reverse HARMFUL IF SWALLOWED - DO NOT INHALE Products For: LANDSCAPE • GOLF COURSES • HORTICULTURE • LAWN CARE • SOD PRODUCTION • PEST CONTROL P.O. Box 198, Lathrop, CA 95330 • (209) 858-2511 0 J. R. SIMPLOT Co. 6~8 on - I .ut Ammonium PhospEate 16-20.0 DESCRIPTION: A HOMOGENEOUS HIGH PHOSPHATE FERTILIZER FOR MAINTENANCE PREPLANT APPLICATIONS B4EFIT8: BEST• Ammonium Phophut 16.20.0: 116P,-1ia..u. --ado £bl_r ____ - ____ ____ IBM hia!! n as Ii mr$mul Wt W11 APPUCION R'!I Vi • rL..Lw 'TURA$S S ___ " Ii a - . . 1I1•t••••• 42 a im t•. ••.III.... ti ........... .............Iii. PMPLAIM amam * us. pw iamo s. jL jjn&Lp@r 1*upU mJiu GNOWIXOV!i 4.RUIS & tV!WI$ mm W 00 0 AMWMW iLv of oft So vM No Up I hub d UL ANW 16 IL OW 100 at NwA dhoW OWUN mmjj mmr mmss . IN= UNA SI -- CM SILL S CW lS I Pt ONI SILL I CI 4.000 S Pt SILL IS IIft • SILL 5*51 CON W I AM SPADER 8ITflN: 11. 44. ................... J1.J_M OM 1AIN S .........L ___._ - l.a' sWWhiiIót, •........ .........S S NL apewwwwo ta giIMus do awwww"us APPUC1ON PC*JTIOI • • vsø iw ia,j l IVA VtLISIII 1t _ - m m. fltujl i - us aya us. 0 pUu0ia. mm *. set uLmm II*RANT MINiMUM ANALYSiS: .. ....... ....................... lam UW ANONSINd AVM.ML1IOHONCACID ........................ 10.56 .................... Ista .............SS....,...•S ........................................ IAWS wAdmadwasm t.r I NCkAQR$ 50-LB. BAGS H*JIDUNG PRPCMrTmNS CMmON 1P OUT OF MACH OF CHLDREN USOS • Sis Rsysss I4MMPUL IF SWALLOWED .00 NOT INHALE AND CON WED FIBERS 1002 Bucks Industrial Park. Statesville, North Carolina 28677. (704) 8714500 • Fax: (704) 871-8740 WOOD FIBER HYDROMULCH® SPECIFICATION CONWED FIBERS REGULAR HYDROMULCH® consists of pure wood fibers manufactured from clean wood chips. The wood chips are thermally deflbrated to produce a high quality blend of fibers, dyed green with a non-toxic vegetable dye to aid visual metering during application. The wood fibers maintain uniform suspension in water, under agitation, and blend with grass seed, fertilizer, and other additives to form a homogenous slurry. Upon application, the mulch material forms a blotter like mat covering the ground. The mulch fiber aids in water absorption and percolation and covers and bonds the seeds to the soil surface. The fibers contain ABSOLUTELY NO CONTAMINANTS, such as paint, varnish, printing ink, or other components, inhibiting to plant growth. The fiber IS NOT PRODUCED FROM SAWDUST, WASTE PAPER, CARDBOARD, OR PULP OR PAPER MILL RESIDUE. All fiber is Non-toxic to plant, fish, and animal life in normal use, and is completely bio-degradable. The fiber is produced from the following wood species in these approximate percentages; W. Fir Alder... D. Fir ... W. Pint Larch . Oak.... Luan . and meets the following Material Properties; FIBER SIZE: ORGANIC MATTER: WATER HOLDING CAPACITY: MOISTURE CONTENT: pH: BAG Weight 26.00% 25.00% 17.00% 15.00% 7.50% 6.0% 3.0% #8 MESH 10-13% #16& 50 MESH 67-77% #100 MESH <20°i 99.0% ±05% ASTM D-586 Mm. of 1,200 g Water! 100 g Fiber 12 ±3%, 12% Avg. TAPPI Standard 5.5% ±0.3% 50 LB ( @ 10% Air Dry Weight) All test procedures and record retentions are conducted to Conwed Fibers' Specifications. In the absence of such specifications, generally accepted, (TAPPI) practices will prevail. Copies of our test results and MSDS Sheets are available upon request to the address above. CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 22, 1999 JOB NO: 3591 ATTENTION: Lee Shellberg RE: Carlsbad Boulevard Bike Lane TO: New Century Construction 3506 Marlesta Drive San Diego, CA 92111 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Prints 0 Plans o Specifications 0 Copy of Letter 0 Change Order X Submittal 6.0 THESE ARE TRANSMITTED: O For Approval 0 For Checking 0 Resubmit 6 Copies for Approval O For Your Use X Approved as Submitted 0 Design Only, Not for Construction 0 As Requested 0 Approved as Noted 0 Return Corrected Prints 0 For Review and Comment 0 Not Accepted - Resubmit 0 For Your Action REMARKS: None ile Signed: Blame Barth SUBMITTAL # 5 DATE: July 21, 1999 TO: [John Whisenhunt of The City of Carlsbad] FROM: [Lee P. Shellberg 11/ New Century Constructionl RE: [Carlsbad Blvd.Bike Lane] CC: We here at New Century Construction intend on using the following Concrete Mix Design for Curb & Gutter. Please review this product and return one copy with your Approval, Comments, Revisions, and/or Rejections to Lee Shellberg. A.S.A.P. I 07:',29!9LtEJ..V 715 5601. EANSON SALES DEPT man ONE "Hanson Nsia Aggr.It.1 Piif1e Scøiwe5f R"I" P.O Bs e3oe6 36n bio. CA 9263-9Ee COMcRETE MIX DESIGN MIX ID 3233002 (07) 3250 PSI 07/20/99 CONTRACTOR NEW CENTT.TRY CONSTRUCTION PROJECT CABLERAD CtTRB .ND CUTTER IMPROVMENTS SOURCE OF CONCRETE CARLSBAD CONSTRt7CTION TYPE 565-0-3250? 3250 PEr 0 28 DAYS PLACEMENT PUMP OR PLACE WEIGHTS PER CUBIC YARD (SATURATED. StJRACE-DRY) YIELD, CU FT A.STM C-150 TYPE Il/V CEMENT, LB 565 .87 WASHED CONCRETE BAND - 40, LA .-38S 8.28 CARLSBAD 10 x *4 - 56%, LB 1789 10.54 WATER, LA (GAL-US) 331. C 39,7) 5.30 TOTAL AXR, % a TOTAZ, 27.00 WATER/CEMEzrr RAIrO, LBS/LB 0.59 SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, POP 150,7 NOTEi THIS MIX IS THE SAME AS 330-C-23 PER "GREENBOOX' PC-. 201-1.1.2 I KI ACCEPTED AS SUBMITTED D ACCEPTED WITH COMMENTS IOT AJPE?TED.RESUBMIT fYk%Ar 1 /L1,fcg V DATE 0720'99 TtJE 13:22 FAX 6:9 715 5601 !ANSON SALES DEPT J4J Pacific Coast Cement - - 430 N '/iney.rd Ave. suite Soo OntioCA 91764 PAZ (900)274.M3 C poU& V. LoW Alkali - rot Mai - Does M2199 9iisi JM!*oO CtMIT41' ibH4f(ClDOf1U) tO,LTh 141aflan t%.e, China PlidWiLnu D*t.t 3M A1T3'$LbIIII sinrn FCC T.rbM San Dtu CA V.i.k SM41O ftANOI IfAt4DAD (IlIMICAL RQt1 Mi p. &i C 1SM6 --'fVrg Wig AfTh1lie ._IPSc*P1%?I - I JL - V RUULTh _____ &.a;OlkIu (Al2Q3), % Mahon -6.0 r.,i. 0 (Ii3033 % 6.0 -- C"M Chide (Cifl), % .m — ..- 4.0 40 1.72 3.0 30 2,3 1.94 Leo wo 'IIIII,. (1) % Knimm 3.9 as 3.0 1,05 Làh*.d.i. % i3 oi$ ON 410 *iau(1114044idiIcM).% 0.10 Mu eso 0.16 rmida(a) 34 Miiløvm — — 44.13 ISO M1s1euiAk(C3*% MU$I.m —. $ 5 3.34 V. -- — t2I 4AP.M).r(1!4AFb tuck % makwo 41a#iin no 2100 23 3930 I9 3170 pIItM. UQUMYZ'1T4 - (Aa1M C 2KI Js kNII,CIIIZIrI Al — — C 1) t9fi0ULes(YkO bibul AS724 C43l)42SMsth% Ml4 43 43 43 125 011W k% miaulu Maaka*n 313 233 311 130 C45)VU.I.*% $11 31) 50 93.1 12 12 12 II AIIM C IS 1) Ai1W1V4 Vipaiiiiu, % 0,10 10 9111 0030 M174C 117) NWWWC.uisicy.% -.s AIIM C 432) liwiti Rsi.ue, II dr^ % —• ... (1444 .. ..- .-. (AIWA CI1I)CN.ivl1k'nIdhpIl(4fl) I thy Mi1iRii 11VC2E) t3(10) I 200(t3) 3159 7 P. M1 100C10.3) 21011(11.3) 2200t1S.2 1411 D4 P,sv1ni ahip) ..— — 209O(20.1 - 4059 Ui MZMC 130 'TYpo fl Low AI11& ASThI csso.7 type V1 few MkP1 Cailfalli 1110OUGA 90-2.01 Typo It Mdfl.d and Typo V P.dcri1 i&C.196013 ,o1_.TE_J..i2 FAX 619 715 5601 IlANSON SALES DEPT SCS&T 98 12312 3uiy 13. 1S Pe 19 S TABLE R: LABORATORY TESTING OF FAI.A WASHED CONCRETE SAND SOUTH COAST MATERIALS. 611/98 SIEVE ANALYSIS (ASTM C136 and C117), percent passing 0 Simm Si 31$" *4 *8 616 *30 *50 *100 1200 Bulk Spedlic Gravity (ASTM C128) Bulk Specific Gravity, SSD (ASTM C 28) Percent Absorption CASTM C127) Soundauss (ASTM C88) Total % Loss By weight Sand Equivalent (CALTEST 217) Percent Clay Lumps (ASTM C 142) Organic Imp unties (ASTM C40) Pain Washed Cc-ncmm 100 97 87 70 40 15 4 1.3 2,6 2.68 0.8 2.5 93 07'Zji'9fl T.E I:23 FAX 619 715 5601 HANSON S.LLS DEPT - SOUTh COAST TRtS.S - 62e22 HO, SIPP CONSULTING GROUP (519) 5731777 - Telephone 5S Murphy Canyon Road, Suite 100 4519) 513.0059- Facsimile Dlegc, California 92123 - - - - - —_u-. PHYSICAL PBOPERTIES OF AGGREGATES 0i.i . Is. N.. V.0, 41113') Lbb'ufs.Na, b" ofampon A LtPft - - P,js. s4ac_osQ(g__ -- -- '-i 1kIQ - - I.mW 4PP T.f.*ia 67 ftm -- dA.Øu IAS'4JL uUfly JJ Dii, - _ -- ?aEsa - Taw — - --T TSTD - - - - - -.- -_i" - - - • - r j ANWIft 4.7 %WI, -tow. - - c5is _%Waslow to, I,! -- e)_10__.._ - M- _______ CAV UI CIf 217 Mi&Dy uk -.- "-- --- -- - - _____ V -_- ------V 0.2 E - 2,72 Alpbft 6006 sa ais. 07/ZiQOUJ3:J0 FAX 619 715 5601 HANSON SALES DEPT UO3 MIN M Imam Bms Hanson Oftm "a- PaaJf1 8ouw.gt 5aIoa P.O. 2 sasose, Sr 0W CA 92163-09 QUALIFICATION OF ANOThER MIX DESIGN Little or no backup data ic available on mix design 0 3233002. Please accept the following coupzss1ve strength data on mix design #3033000 to qualilS' the subject mix design. As provided for in AC! 301 SectIon 3.9, Strength history records for "similar" conezte mix designs are considered suitable for the purpose of qualifying another mix design. provided that a) the records represes.t concrete made with the same general types of ingredients: b) the concrete is produced under no more restrictive quality control conditions regarding materials and production than that intended on the proposed project: and c) the specified strength of the concrete used to establish the test record most be within 1,000 psi of the specified strength of the subject mix design. Note: mix design # 3033000 has 3/4 sacks less cement per yard than mix # 3233002 and sL1 breaks well above 3250 psi. Respecifizily U Geoff Giblin Technical Services Hanson Aggregates Ojt2UJ..WC 51301 HANSQN SALES DEPT 004 MUUI' . " Hansom NR3UI Aams"m Pawk 3outhivd P.O. 8ox 639089 8ai 0o, CA 921S-908 MIX I1 3033000 [07) CONCRETE MIX DESIGN 3000 PSr 07/20/99 CONTRACTOR ; NEW CENTURY CONSTRUCTION PROJECT : VA.IOTSS SOURCE OF CONCRETE CARLSBAD CoNsTazJcTxoN TYPE : 3000 PSI 8 28 DAYS PLACEMENT BOOM PUMP OR PLACE ASTM C-3.50 TYPE ri/v CEMENT, LB WASI4ED CONCRETE SAND - 454r, LB CA.tSED i. X #4 - 55%, LB WATER LB (GAL-US) TOTAL AM, 9' WEIGHTS PER CUBIC YARD ASTM C-494 TYPE A & D, OB-t75 WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCP (SATURATED. SURFACE - DRY) YIELD, CU FT 493 2.5]. 1458 8.70 1806 10.64 321 ( 313.5) 5.15 TOTAL 27,00 3.9.72 0.65 4 .00 150.9 07(2 91 13:21 FAX 619 715 5601 HANSON SALES DEPT Concrete Teat Report Summary Mix 3033000 'C: 3000 psi o7f2a/ MX DESCRIPTION = = = = 3033000 ---------- 3000 Pei ----------3/ 6/93 SPECIFICATION - ---------7/ 7/55 £& a146* A A &&A Moving Moving Avg: 3 Avg 3 Low High Moving moving Avg: 3 Avg: 3 7day 7day 2$ day 28 day Sample Sample Comp Comp Camp Coi1p ID Date psi . psi psi psi 33 i/ a/ia 2510 - 3855 - 37 2/ 8198 2560 - 3605 9 4/15/96 2260 2443 3900 3787 13 4/15/98 2530 2450 3765 3757 17 4/16/98 2030 2273 3580 3148 21 4/3.6/98 23.60 2240 3735 3110 4306 5/20/98 2460 223.7 391.0 3758 433.0 5/20/98 2460 2367 4200 3965 4314 5/20/96 2420 2433 3760 3957 4421 5/22/98 2620 2507 3865 3942 4425 5/22/96 2610 2550 3945 3657 4530 5/28/98 23.90 2473 3260 3690 4558 5/28/98 2240 2247 3375 3527 4562 5/28/98 2260 2237 3300 3312 4681. 6/ 2/98 2370 2297 3340 3338 4934 6/ 3/98 2310 2320 4160 3600 5223 6/ 9 /98 2440 2373 3665 3722 541.2 6/12/98 2430 2393 3590 3805 5416 6/3.2/98 2610 2513 3770 3675 11903 10/13/98 2690 2597 3605 3465 ---------------------- ---................ --------------------------------- 121.28 10/1.6/98 2940 2767 3925 3167 12173 10/21/96 - - 3693 3742 22702 10/28/98 2600 2743 3595 3738 13272 3.1/ 8/98 2490 2673 3600 3930 07 '2/ TUE 13: Zi FAX 619 715 5601 13288 11/ 6/98 2580 13474 i1/1./98 2830 13886 11/17/98 2510 HANSON SALES DEFT (006 2553 .3580 3532 2630 4075 3752 2640 3860 3838 P. 1 Concrete Test Report summary Moving Moving Avg: 3 vg 3 7 day 7 day 28 day 28 day Sample Sample Comp Cotp Camp comp W Date psi psi psi psi 1.3910 11./18/98 2710 2683 3915 3950 1.3914 11/19/98 2830 2683 3830 386 14370 11/30/98 2300 2613 W.-ft ------------------ - ---------------- -------- -- eeeeeeeeeeeeeeee 3450 3732 Count------------- we* ..................................................... 29 27 30 28 vezage-------------------------------------------------------------------- 2484 2483 372S 3729 Standard Deviation ----------------- -. ------------------------------- 214 164 240 1$9 Range---------------------------------------------------------------------- 2030 2217 3260 3312 2940 2767 4200 3965 Coefficient of Variation ------------------------------- -------------------- 9.60 6.63 6.44 4.27 CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 27, 1999 JOB NO: 3591 ATTENTION: Lee Shellberg RE: Carlsbad Boulevard Bike Lane TO: New Century Construction 3506 Marlesta Drive San Diego, CA 92111 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Prints 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal LOPI ES 1 DATE July 26, 1999 1 5.1 •]ii1l2l[S] 1 Submittal 5.1 —Resubmitted Erosion Control Blanket 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 Prints For Review and Comment 0 Not Accepted - Resubmit 0 For Your Action REMARKS: None Signed: Blame Barth SUBMITTAL #7 DATE: July 25, 1999 TO: [John Whisenhunt of The City of Carlsbad] FROM: [Lee P. Shellberg III New Century Construction] RE: [Carlsbad .Blvd.Bike Lane] CC: We here at New Century Construction intendon using the following jute netting. Please review this product and return one copy with your Approval, Comments, Revisions, and/or Rejections to Lee Shellberg. A.S.A.P. 4 .- MATERIAL SrECLFJCNrIOTS JkinTerra $2 Erosiull Control Ifliusket MAT1UAl$: .•• Straw: 100% weed free whent straw, .50 JbJSY Netting: Top side end bomm side; lightweight, plmotodegadeWe polypropylene., approx. 1.65 IW100061? Thread; Pitotodegradable polypropylene, rninhnurn 750 denier SIZE: Width; 7.5 ft. Length: 00 ft. Covua5s 75 SY Weight 40 lbs , appx. DISCRtPTIO?4: . Manulbciured from 1006/9 wheat straw by teeight, the erosion control blanket shall be a macidne fabricated mat, covered on both aides by tithing, and sewv together on two melt Centers. Straw tibet shall be homogeneously blended as per U.S. Patent # 4,860,407 and evenly distributed tlu'ougheut the mat. Netting shall be pliolodegradabLe polypropylene with mash openings of approximately 1/2" X 1/2" and applied to both sides of the mat. The blanket shalt bosewn on approximately two inch cutters 'with niobium 750 denier photodp'adable polypropylene thread. INDEX PROPERTIES: 'l'Jtláneu: Ptemdbllhy Tensile Strength: Elongation: ASTMb1777 .251m AZTM D1388. 4780 (tug-em) X 1730 (mg-em) AVM D4595 112 (lb/ft.) X 64 (1b. An.) ASTM D459$ 42% X 28% 'AU vein..,. (31ds1 vWmdhs&wtie Wpulided PERFORMANCE PROPERTIES: Plow volodif. 8 f,s Permisibis Shear Stress: 2.2 lbt/sq. ft. P4-Vuluerouglmnen Cuellictent: 0.0208 C-Value: 0,002 1I ACCEPTED AS SUBMITTED ACCEPTED WITH COMMENTS r.04,it, Otfloat 355W. Chtsutut Street, Genesee. ID 83832 Tcicplrnno: (208) 285.0701 TcWfi (108) 28-1.0201 5nud1 bonerTe0moeeewxom cqrn flcgt*iil Office: P.O. Beic 9358. M'iclilun City, IN 463(.0 Telephone; (219) 879.3685 1Ie1ae: (219) 879.3695 1.800.882.9489 CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 15, 1999 JOB NO: 3591 ATTENTION: Lee Shellberg RE: Carlsbad Boulevard Bike Lane TO: New Century Construction 3506 Marlesta Drive San Diego, CA 92111 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Prints 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal [COPIES DATE NO. DESCRIPTION 1 July 15, 1999 5.0 Submittal 5.0 -Erosion Control Matting THESE ARE TRANSMITTED: 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 As Requested 0 Approved as Noted 0 Return Corrected Prints For Review and Comment X Not Accepted - Resubmit 0 For Your Action REMARKS: See attached Specification Section 212-1.6 and 212-1.7 for matting and staple requirements for Erosion Control. Resubmit materials per Specifications. CCCiIP Signed: Bla I ACCEPTED AS SUBMITTED ACCEPTED WITH COMMENTS lOT,ACCEPTED.RESUBMrr F. -7/ts-bci e- kri-o ~r(i DATE -- - •: _.ai;Z _•_ . .." ••••1.• a-. •i. , .-.- .- . - ..'.S aq.• ',, - •a.- ..- ..%.I, .iic 4r i4- - .••. .'I. ft .10r SPECIFICATIONS: Meavy jule rnet with I Roftsze — 4 ft wide 3C 225 Ii lonqj Weight — bC) Has. per roll; aproYsmtely 1 lb per square yard How To Staple pfovod thim a %wa-man icAm ie al'o 11"'Ost wi~-j x. SOIL SVER inntall la1 QAC crc dr :)l rs The Qi ;hc1 him. rg:$ tN '.lrfiy ot gtçi pU' !l*m 'O snil as lt Qlbk by harc ai zorri;e i [J T Staples aret iretTcd At ifltrv5Ii no qraotar !nari 3 io.1 Drive 61Up alOivj Ovriaps and ciown canter of mschri jutO nor Irgi P I I GEçe With WO0Cifl' AtfuCbO(tOvCri(i ancj h0rCS r $IiutiUt. 5 'tspie Wlrn stapes MllI ChOlild oe applifti on i 21 centers - _j•2- - -•--. --- - .-- II' Add the following section: 212-1.6 Erosion. Control Matting. Erosion control matting shall be made of 100-percent- biodegradable, weed-free wheat straw of thickness and density yielding 270 grams per square meter (0.50 lb./sy) with photodegradable polypropylene netting with a density of 0.89 grams per square meter (1.64 lb/1 000 sy) having an approximate mesh interval of 50 mm x 50 mm (2" x 2") on each face of the straw mat. The straw mat shall be sewn together with unidirectional lines of cotton or polypropylene thread spaced approximately 50 mm (2") apart. Erosion control matting shall be "North American Green, DSI 50", "BonTerra S2", or approved equal. Add the following section: 212-1.7 Erosion Control Mat Staples. Erosion control mat staples shall be 25 mm x 150 mm (I" x 6"), U-shaped 11-gauge mild steel staples. RX 7/17/98 Contract No. 3591 Page 66 of 79 Pages CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 15, 1999 JOB NO: 3591 ATTENTION: Lee Shellberg RE: Carlsbad Boulevard Bike Lane TO: New Century Construction 3506 Marlesta Drive San Diego, CA 92111 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Prints 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal 1 COPIES NO. July 15, 1999 4.0 DESCRIPTION Submittal 4.0 —1/2" and %" Ac Mix Designs 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 Prints 0 For Review and Comment 0 Returned for Corrections 0 For Your Action REMARKS: None CC:a Signed: Bla SUBMITTAL # 3 DATE: July 15, 1999 TO: John Whisenhunt of The City of Carlsbad] FROM: [Lee P. Shellberg III New Century Construction] RE: [Carlsbad Blvd.Bike Lane] CC: We here at New Century Construction intend on using the following Asphalt Mix Designs. Please review this product and return one copy with your.Approval, Comments, Revisions, and/or Rejections to Lee Shellberg. A.S.A.P. U1114.lV Ubb M L iUU 1.6bU5 HANSON A(GRATE SIPP CONSULTING GROUP (819) 5l3"l7l7Taeph,ne 4455 Mvrphy Canyon Road, Suitg 100 (61) 51$40e • FvcirniJo $.n 06909 CalliWnia 92123 CL=.. 8U41 I. am= P.U. 14S4$ SAM1.E DATAL UvsJ4447. S. C.C. apIr4 I* A.0 $00 DATA L*ORATORY N DESIGN .av rev çk!maiee S i k d&p. CAUIAD PW orzIooxur O.2 v C4) C..2 -- - Joe 100 100 - ic zg V so-gy 75.50 6 - 100 1, p $-61 2 u 43 1_ )3i0 31 • ___ ___ _:.'- ___ _Is __ !ouw! L. C304 - S-5 C21I *5 aft IGO ______ 32 4_CA3g7 N._ tkm SL00&pv I7.1, CZ11 42 M.a -- CA US - I - O.03OMi_ CAM 3sa BOWE fY'r' Vpba • U paiN Wø WOUld lIUJfthIIIr-IrJ ii0 Ul5.3%as$iakLrD.W.A CONPORMSW witit Grisboak W (C-S lid C4) 14.ias "'r dihui4 be "MA mlgiif l At! TAWtJBMITIED fl ACCEPTED WITH COMMENTS D ,NpTACCEPTED-RESUBMIT L4 DATE SiPP CONSULTING GROUP P. 3pp. Jr. P..E. UIJSb FAA L iI$U 75U5 SIPP CONSULTING GROUP 4455 Murphy Canyon Road, Suit. 100 San Diego, California 92123 HANSON AREGATE (03 (019) $73.1771 - Telephone (819) 5730089 Facsimile 4V • LAROWATORY NtJM P - -_ cLuwrl STh1 J. BARUS P.O. iva JOB DATA: LABORATO3Y MX DESIGN EPNBOOK V40 063 md 32) SALE DATA 00 3.14.97, 5CC. uuapkd dw A.C. IUVt*N6 Aw cect.raiwx tab id ak__ islh 2. 100 lea too 100 - - PS -10 - ióo a - - 1 71 63.30 90-13 19 2 -- 49-0 4045 i 17 -- 30' 2 7.40 64 30 30 $ -- --- 20 59 -- __ _________ -- _________ 13 Ix 17 0 (Wow __ 10 -. - _.._&, -- 3.1 HV~Dwwky _ 140.0 Pit -. lb... 01. 1 Id — SEti_ 63 CAll? 45Miit ix c*zas - 25 mk wim"Varw CA 301 -- -- ______ CAM LA 0i 00 lit'. X10 Rex 17.1% 3.0% CATh _?wll 0.0114_cA3os Kv~suhwv 46jVA366 - .35 braL - Cleauum Vakc = Si GWW WcwWdmmmuwd thof5.1%asphallbyD.W.A. "CONYORMS Now. Mz3,,ix 4l' Wii4 In v.IMaa*e.r rmdmcdm or uhm I" a" a OWN I ACCEPTED AS SUBMITTED . U ACCEPTED WITH COMMENTS U NOT ACCPTED.RESUBM1T A I - SJPP CONSULTING GROUP RV1 BY CITY OF CA RLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760)438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 9, 1999 JOB NO: 3597 ATTENTION: Lee Shellberg RE: Carlsbad Boulevard Bike Lane TO: New Century Construction 3506 Marlesta Drive San Diego, CA 92111 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Prints 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal COPIES DATE NO. DESCRIPTION 1 1 July 9 1999 1 2.0 Submittal 2.0 —Recycled Class II Aggregate Base THESE ARE TRANSMITTED: For Approval 0 For Checking 0 Resubmit 6 Copies for Approval O For Your Use X Approved as Submitted 0 Design Only, Not for Construction As Requested 0 Approved as Noted 0 Return Corrected Prints 0 For Review and Comment 0 Returned for Corrections 0 For Your Action REMARKS: None CC:le Signed: Blame Barth SUBMITTAL # 1 DATE: July 9, 1999 TO: [Richard Cook of The City of Carlsbad] FROM: [Lee P. Shellberg III New Century Construction] RE: [Carlsbad Blvd.Bike Lane] CC: We here at New Century Construction intend on using WYROC,Recycled Class II Base for this Project. Please review this product and return one copy with your Approval, Comments, Revisions, and/or Rejections to Lee Shellberg. A.S.A.P. J ACCEPTED AS SUBMITTED O ACCEPTED WITH COMMENTS O NOT C PTED-RESUBMIT IN (5' SOUTHERN CALIFORNIA \ son. & TESTING. INC. v 1(iverdalg Street, San Diego, CA 92120 P.O. Boii 600627 San Diego, CA 92160-0627 6f9-280-4321. FAX 619.280.4717 April 21,1999 WYROC Incorporated Post Office Box 1239 SCS&T 9912014 Vista, California 92085-1239 Report No. l(R- 1) ATTENTION: Bill Halloran REFERENCE: WYROC, Recycled Class II Base. SUBJECT: Laboratory Testing. Ladies/Gentlemen: Southern California Soil & Testing, Inc. has perfoxined laboratory testing on the referenced materials received by our laboratory on February 17, 1999 and April 13, 1997. The test results are provided in the attached Table A. We appxeciatethe opportimityto provideourMaterials Testing Services. Respectfully Submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. George A. Gavit, Senior Engineer R.C.E. #56564 GAG:HBH:hbb cc: (3) WYROC Incorporated I #56564 1 .\ExP6 0 JrJ. : SCUT 9912014 April 21,3999 Page 2 TABLE A: LABORATORY TESTING OF WYROC RECYCLED CLASS U BASE, 2/17/99 and 4/15/97 SIEVE ANALYSIS (ASTM Cl 36), percent passing Sieve Size Recycled Class II Base Metric (Standard) 25 nun (1") 100 19 mm (3/4") 93 12.5 mm (1/2") 76 9.5 nun (3/8") 65 4.75 into (04) 47 2,36 mm (08) 36 1.18nun (#16) 28 600 Lm (030) 21 300 PM (#50) 15 150pm (#100) 11 75 pm (#200) 8.1 Sand Equivalent (CALTEST 217) 40 Durability index (CALTEST 229) Factor Coarse 73 Factor Fine 52 Index 52 R.Value by Exudation Pressure 80 R-Value by Expansion Pressure Not Applicable R.Value* 80 Maximum Density', (ASTM D1557), pcI 130.2 Optimum Moisture Content1, (ASTM D1557), % 7.2 PJOC: () The R-Velue is thc Ic,sc, of ,hecaperoi pressw end eu4atien pmeswe methods. A Tiaffic Index o143 was uswned in the expansion pmesuie method. 11) Prom sample QbI.hd on 4115197. CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760) 438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 9, 1999 JOB NO: 3597 ATTENTION: Lee Shellberg RE: Carlsbad Boulevard Bike Lane TO: New Century Construction. 3506 Marlesta Drive San Diego, CA 92111 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Prints 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order X Submittal THESE ARE TRANSMITTED: 0 For Approval 0 For Checking 0 Resubmit 6 Copies for Approval O For Your Use X Approved as Submitted 0 Design Only, Not for Construction 0 As Requested 0 Approved as Noted 0 Return Corrected Prints 0 For Review and Comment 0 Returned for Corrections 0 For Your Action REMARKS: None CC:[File) Signed: Blame Barth SUBMITTAL It 2 DATE: July 9, 1999 TO: [Richard Cook of The City of Carlsbad] FROM: [Lee P. Shellberg III New Century Construction] RE: [Carlsbad Blvd.Bike Lane] CC: We here at New Century Construction intend on using Orange County Striping and their paint product. Please review this product and return one copy with your Approval, Comments, Revisions, and/or Rejections to Lee Shellberg. A.S.A.P. t ACCEPTED AS SUBMITTED O ACCEPTED WITH COMMENTS O NOT A EPTEDRESUBMIT 74/ BY DATE rJI ic.rc £III. r.L,.Ijiui-n.i • - - O Potters industries Inc. snafU.todThe PQCoc10E*dOfl 4m Pi'e Way az a4ot (52G) 57.16€6 P.*; (535) 7-UO3 MATERIAL CERTIFICATION The material ovsred by this Certification has been tested according to standard procedures by our Quality Control Department and compiles with the applicable specifications. Quality Control Data to substantiate this certification is on file In our Laboratory, CUSTOMER: ORANGE COUNTY CUSTOMER P0 W: F2900000017e POTTERS ORDER #: 94502 Sf1 Of Lading #: 80099941 Material: I0T 0914lVl, Vii, V15—V30 91 AC-110 IQAGS)I4WY SPHERES 0.0. (1700 lb. pallet) 09141y5 Quantity: 44900.000 Total Quantity: 44.900.000 DATE. 08f2$/1 99$ BY: VJf/JPJLJ%LIIA Pigs 1 of 1 c RC7 co •i-1:.t y-:; JTTe tT -sr; :c1 '• LTIMSONITE STIMSONITE CORPORATION 9925 YUCCA ROAD ADELANTO CA 92301 760-240-8508 FAX: 760-246-3055 CERTIFICATE OF COMPLIANCE PRE-TEST DATA SHEET The material covered by this Certification has been tested according to the standard procedures by the STIMSONITE Quality Control Department and complies with California Standard Specification 8010-210-19 ALKYD BINDER. LOT NUMBER: TYPE OF MATERIAL: THERMOPLASTIC TRAFFIC STRIPING MATERIAL. W206GSIC - WHITE SPRAY BATCH NUMBER(S): ,C QUANTITY: Quality Control Data to substantiate this Certificate of Compliance Is an file in the STIMSONITE Laboratory. DOT LOT #L- CUSTOMER: ORANGE COUNTY STRIPING "? 9-99 DATE 183 N. PIXLEY ST. ORANGE, CA 92868 fl.)7 CCCi 1 i VV. Nil 4- PervoO Point GCompany - 111213s753't147 800.*92.3647 FAX 21.8'97t9 January 13. 1999 Orange County Striping 183 N. Pixley Avenue Orange, Ca 92668 ERTWICATIQ To whom it may concern, This is to certify that the following products conform to the requirement of California Spcc.ifkation, 8010-20 Product i Code - White Water Based Traffic Paint - 8010-20W - Yellow Lead Free W/B Traffic Paint 8071 0'-'20Y Black \V/B Traffic Paint 8010.2013 Very truly yours, John Hwang Chemist (.(2 1 S r.NFORD AVINUE. ).O AWCF!.tS r' k,III I CC; ..7 C 0 ii %IM, ...... CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009-1576 (760)438-1161 ENGINEERING DEPARTMENT LETTER OF TRANSMITTAL DATE: July 9, 1999 JOB NO: 3597 ATTENTION: Lee Shellberg RE: Carlsbad Boulevard Bike Lane TO: New Century Construction 3506 Marlesta Drive San Diego, CA 92111 WE ARE SENDING YOU: 0 Attached 0 Shop Drawings 0 Prints 0 Plans O Specifications 0 Copy of Letter 0 Change Order X Submittal I.!.1:Jl*I DATE NO. S]*!ik1ll[•h' 1 July 9, 1999 1 1.0 1 Submittal 1.0 —Construction Schedule THESE ARE TRANSMITTED: 0 .For Approval 0 For Checking 0 Resubmit 6 Copies for Approval O For Your Use X Approved as Submitted 0 Design Only, Not for Construction 0 As Requested 0 Approved as Noted 0 Return Corrected Prints 0 For Review and Comment 0 Returned for Corrections 0 For Your Action REMARKS: None CCile Signed: Blame Barth Page 1 of I 7/8/99 1999 Schedule for July - Carlsbad Blvd. Bike Lanes 12113114115116117118119120121122123124125 1 26127128129130 Survey AIM /12 7/13 Excavation, Demo and Export 7/14 7/20 Place Curb and Gutter 7/20 7/23 Place AG Base 7/23 7/26 Place Herbicide Reinforce Guard Rail Hyd roseed ACCEPTED AS SUBMITTED fl ACCEPTED WITH COMMENTS D NOT ACCEPTED-RESUBMIT W.- 4j 1 7/1/91 BY DATE A 7/26 A 7/26 Erosion Control Matting 9 AC Pave 7/28 7/30 Ac Berm A 7/30