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CEE01D Encinitas Trunk Sewer (2)
r a TALOG CUT /S CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT AL AND APPROVAL SUBMITTAL NO. 01A �����91Zti�oy ENCINITAS BOULEVARD TRUNK SEWER TRACT CMD00B FOR: REPLACEMENT THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO. CITY ACTION ITEM NO USE SEPARATE FORM FOR EACH SPEC. SECTION A/E RECC MMEND AC (A) (B) 7 -34 BYPASS PLAN CONTRACT SPECIFICATIONS REQUIRE FACTORY NEW SUBMITTAL INSPECTION YES NO X SIGNATURE ALBERTO LARIOS PART II - FOR DESIGNER USE FROM (DESIGNER) TO ITEM HAS BEEN REVIEWED THE FOLLOWING RECOMMENDATION IS MADE AS NOTED COMMENTS: ,TURE IRESUBMITTALX DATE 8/24104 (See Column "C ") TE PART III - FOR CITY USE r„ nnFTRnPOLJTAN CONSTRUCTION ENCLOSURES RETURNED. APPROVAL OR DISAPPROVAL INDICATED ABOVE (See Column "D ") ! 1 i. ACTION CODES :THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED (A code letter will be inserted for each item in column Section 1 above A.- APPROVED AS SUBMITTED C.- APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO B.- APPROVED, EXCEPT AS NOTED ON DRAWINGS, ATTACHED SHEET, RESUBMISSION REQUIRED RESUBMISSION NOT REQUIRED D.- WILL BE RETURNED BY SEPARATE CORRESPONDENCE E.- DISAPPROVED, SEE ATTACHED SHEET NOTE: Approval of items does not relieve the contractor from complying with all requirements of the contract plans and specifications. SIGNATUR DATE Richardl Rracl-/ & Associates Civil Engineers and Construction Managers TO: Kipp Hefner TRANSMITTAL DATE: August 30, 2004 FROM: Sean Manning CC: PROJECT: Encinitas Boulevard Trunk Sewer JOB NO.: Encinitas.003 Replacement SUBJECT: Submittal No. 0 1 A FILE.: Bypass Plan August 30, 2004 Robert James Morrow Metropolitan Construction Company 82 -204 Hwy 111, Suite C -201 Indio, CA 92201 Re: Encinitas Boulevard Trunk Sewer Replacement Submittal No. 01A Bypass Plan Dear Mr. Morrow: We have reviewed the subject submittal. We have the following comments: RECOMMENDED ACTION: REVISE - RESUBMIT 4909 Murphy Canyon Road, Suite 220 • San Diego, California 92123 Tel (858) 496 -0500 • Fax (858) 496 -0505 August 30, 2004 Page 2 Comments: 1. The resubmittal shall include a plan to bypass the existing sewer between STA 1 +00 to 31 +75. Please identify the bypass plan for the existing sewer by marking contract drawings. (Special Provisions page B -26, 7 -35 and DWGS C -1, C -2 and C -3) 2. The resubmittal shall identify all launching and receiving pits. Please include mark -ups of the contract drawings identifying the locations of the launching and receiving pits. 3. The resubmittal shall show all three backup tanker trucks standing by at the site, and the pumping capabilities of each tanker truck, and the capacity of each tanker truck. (Special Provisions page B -58, 306 - 9.3.7) Should you have any questions, please do not hesitate to contact me. Very truly yours, CITY OF ENCINITAS J A4 Kipp Heftier , (. Project Manager cc: Chron File 01A Submittal Review File Richard Brady & Associates • 4909 Murphy Canyon Road, Suite 300 • San Diego, California 92123 Tel (858) 496 -0500 • Fax (858) 496 -0505 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT CATALOG CUT /SHOP DRAWING TRANSMITTAL AND APPROVAL SUBMITTAL NO. 01 F PART 1 FOR CONTRACTOR USE FROM METROPOLITAN CONSTRUCTION TO ENGINEERING SERVICES DEPARTMENT CONTRACT CMDOOB ENCINITAS BOULEVARD TRUNK SEWER FOR: REPLACEMENT THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFiCA Z ION SEC i iON NO. ITEM NO (A) USE SEPARATE FORM FOR EACH SPEC. SECTION (B) A/E RECOMMEND (C) CITY ACTION (D) 7 -34 BY PASS PLAN B.- APPROVED, EXCEPT AS NOTED ON DRAWINGS, ATTACHED SHEET, RESUBMISSION REQUIRED RESUBMISSION NOT REQUIRED D.- WILL BE RETURNED BY SEPARATE CORRESPONDENCE E.- DISAPPROVED, SEE ATTACHED SHEET NOTE: Approval of items does not relieve the contractor from complying with all requirements of the contract plans and specifications. SIGNATURE DATE CONTRACT SPECIFICATIONS REQUIRE FACTORY INSPECTION YES NO X NEW SUBMITTAL IRESUBMITTAL X SIGNATURE DATE 10/04/04 PART II - FOR DESIGNER USE FROM _ (DESIGNER) TO ITEM HAS BEEN RN IEWED. THE G RECOMMENDATION IS MADE AS NOTED ABOVE (See Column "C ") COMMENTS: SIGNATURE DATE J11:41rIIe701:911IWAIRIa FROM TO METROPOLITAN CONSTRUCTION ENCLOSURES RETURNED. APPROVAL OR DISAPPROVAL INDICATED ABOVE (See Column "D ") ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED (A code letter will be inserted for each item in column D, Section 1 above A.- APPROVED AS SUBMITTED C.- APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO B.- APPROVED, EXCEPT AS NOTED ON DRAWINGS, ATTACHED SHEET, RESUBMISSION REQUIRED RESUBMISSION NOT REQUIRED D.- WILL BE RETURNED BY SEPARATE CORRESPONDENCE E.- DISAPPROVED, SEE ATTACHED SHEET NOTE: Approval of items does not relieve the contractor from complying with all requirements of the contract plans and specifications. SIGNATURE DATE • • • General Building & Engineering Contractors C O N S T R U C T I O N License No. 790532 December 16, 2004 Greg Shields, P.E. City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 -3633 Re: Encinitas Trunk Sewer Replacement (CEE01D) Dear Mr. Shields: I'm in receipt of your letter dated December 15, 2004. Your letter states the projected start dates and the estimated completion date. I do understand the project has had minor problems getting off the ground, but this excess time has been due to additional investigations which should have been included in this contract. The original bursting lengths are too long to be accomplished within an 8 hour period as a result of the soil conditions. On a typical burst requires 3 hrs to install and take down traffic control/ bypass), and the actual burst cannot take longer than 5 -6 hrs to allow for tool removal and temporary connection. At most, they should have been from manhole to manhole in lieu of every other. Lack of geological information would have concluded this project un- burstible within the allotted time frame. Other indirect contributors have been: bypass design, bypass installation, damaged bypass from rains and storm drain debris, and now are the differing site conditions hindering production. As you know by now, my intent is to make this project successful, and perhaps this project will be a learning experience. In your letter I don't believe the proper information has been channeled to the expert witnesses you have hired to analyze our proposal. Attached is a letter from Mark Maxwell, product specialist from TT Technologies, Inc. Mark has hands on experience in the field for the construction method selected for this project, and in several conversations with Mr. Maxwell he's concluded; the time, dense soil and bypass constraints on the subject project do not make this project a good candidate for pipe bursting. I realize our position does not concur with that of your experts, but keep in mind Metropolitan Construction has an obligation to the tax payers, and the owner's of the facility. To date our impacts are over 100k, continuing the designated method of pipe installation will only increase the cost to date on work outside the scope of the contract. P.O. Box 477, Bonita, CA, 91908 -0477 Phone (619)741 -5643 Fax (619)741 -5658 Attached is a letter from from Collins K. Orton (California Sales) of TT Technologies, Inc., and it's pertaining to a problem we may encounter using the 14" Koloss Hammer. The cable in this case cut the ceiling of the pipe; debris littered the invert of the pipe, and resulted in sags. This letter also addressed poor backfill over the pipe, but the cable will ride on the top, and increase exposure to sags on Encinitas Blvd. In the first week of January 2005, Metropolitan Construction will submit data as to the performance that's expected from the hammer your experts are designating as the proper tool. Please have the experts demonstrate with the data that the hammer can successfully penetrate, have an expert in soil verify if the soil can be displaced the required volume in the required time frame mentioned above. We are contractors not engineers, and once the method is approved to meet the contract time constraints, Metropolitan will commence the bursting with the 14" hammer which we contend is outside the scope of the contract. If you have any questions, please contact me or Alberto Larios at 619 - 741 -5643. Regards, I Jose O. Ortiz President Attachments cc: Kif Hefner, PM Ron Brady, Inspector Sean Manning, CM I blli t) W0 CL w U- Q 0 F-- X U W J 0 Z F_ Ir O w O Z 0 U U F- af O a- w w LL O w F- Q 0 O a 0 w O w x w a w F- Q 0 O Z of w 0 O Y or O Fgt H a � J . Q 46 U.9 I-S,7 "m . • } Y IM 0 0 ° w ir O LL O Z � ° w Y � � U O w 3: o N '2 Q)l CL 0 `o v m 0 U 0 } w d Z 0 t- m 0 s HER • •� ,1bj 11� 1�1 � 1�1 � 11111111 D •a - �� i �I • U) 010 a cr • . 1 �i u • Lu M� • . • . • . • . • . • . • . • • • rr u ii �' •1 • • • • • 11 • , • m � • • �' I`' • Et" 1% 0 11 E� 1 11FI 11111w • I Cj) I�k U) - milli M All 1 1 . : LU �� • • • • 1 is LU 7 ►. i Ix z a. .� • �� IL CL LU • �. ` • • • • • ', .` • ' • ` LU N '2 Q)l CL 0 `o v m 0 U 0 } w d Z 0 t- m 0 s Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Extra work in connecting to manhole 15 unable to demo due to drop manhole Manpawe€ nd EgtaI Irlent! Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The (`i final —f— to nnalifiPntinns i P. Fnreman..InairneVman. Aoorentice. etc. ON CLASSIFICATION Employee Signature 11 FOREMAN JOSE ORTIZ 11 GP 8 Operator ULISES RAMIREZ 8 PLUMBER: TRADESMAN HERMES ALVARADO 6.5 PLUMBER: TRADESMAN JOSE PILAR 6.5 PLUMBER: PIPELAYER JULIAN MONTES 5.5 PLUMBER: TRADESMAN MIGUEL S PILAR 8 TEAMSTER GP 3 MIGUEL S PILAR 14 PLUMBER: TRADESMAN MIGUEL PILAR JR 11 10 PERATOR GP 8 JOSE RODRIGUEZ oty EQUIPMENT 8 721C CASE WHEEL LOADER 8 580 SM CASE BACKHOE 590 SM CASE BACKHOE/W BKR DUMP TRUCK 16 FORD F450 FLATBED AIR COMPRESSER 15 TRENCH PLATES SIGNS /BARRICADES /CONES 1 LIGHT TOWERS 2 ARROW BOARDS Manpower Units: Manhours E Mandays ❑ Other ❑ Equipment Units: Hours ❑ Other ❑ Subcontractos• Atlas Pumping �VBfi1S tai f88t18S. Provide a description of any significant events or issues to report. Include quantities and units if applicable: MkOWNFO Prolog Manager PUSD Bond Page 1 of 1 11� 1� V a W Y O LLQ 0 X U W J 0 0 z 0 w O z 0 U U a �i OL i S i P 2 V �y 0 a w w q `l 0 Ol r". w 1 u_ V ° ic �o t- � 3 w 0- F u M W > Y m 0 0 0 w z u' m o W 0 z o LL 0 cr w 0 C Y Y EE O i roz M Zr ii d 0 Y >O 7 Y CL 0 m c O U 0 } w �I Z 0 m 0 rn 81 S 18 `, 1lillimmom . -` ,,i� 1� • '�� Val 10 �' C13 0 • u 030i ' ! ' 11 • • ., • • in co �' • • • • • • x w . o ol: LU LU .•. - a CL w �,�. ;II • , • • • / • \ \1 �1 - • . ' Lu • . �\ ` • • U. • \ 01 z • roz M Zr ii d 0 Y >O 7 Y CL 0 m c O U 0 } w �I Z 0 m 0 rn Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Began excavation to retrieve pipe bursting head at station 27 +75 and discovered it had come apart and traveled an additional 70 linear feet plus or minus. 5 to 6 hours to locate head and remove. The pipe was then reconnected, and work was completed for the shift See extra work ticket Manpower and Equipment; Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The rinecifi—finn fiold roforc fn minlifirnfinnc i a Fnraman_ .lnurnevman. Aoorentice. etc. aty ICLASSIFICATION Employe Signature 19 FOREMAN JOSE ORTIZ 19 GP 8 Operator ULISES RAMIREZ 19 PLUMBER: TRADESMAN HERMES ALVARADO 19 PLUMBER: TRADESMAN JOSE PILAR 19 PLUMBER: PIPELAYER JULIAN MONTES 7.5 PLUMBER: TRADESMAN MIGUEL S PILAR 7 TEAMSTER GP 3 MIGUEL S PILAR 19 PLUMBER: TRADESMAN MIGUEL PILAR JR 19 OPERATOR GP 8 JOSE RODRIGUEZ oty 1EQUIPMENT 8 721C CASE WHEEL LOADER 8 580 SM CASE BACKHOE 8 220 Komatsu excav 7 DUMP TRUCK 16 FORD F450 FLATBED AIR COMPRESSER 15 TRENCH PLATES 25/25/100 SIGNS /BARRICADES /CONES 1 LIGHT TOWERS 2 ARROW BOARDS Manpower Units: Manhours 0 Mandays ❑ Other ❑ Equipment Units: Hours ❑ Other ❑ Subcontractos: Atlas Pumping EuentS �, Issues Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 of 1 Cl) r K O a w O CL W Y O tn W C ¢ � D ci 0 t0 N Q d y W Y J Cw Q O 3 O V M� W N r C W 0 d N a c E 0 r N d N 9 n U d N Q � V d o- N E i c w � a + � N ¢ C O � N O r m U m E N d O U 2 n Q C r � J d am O I O uj U w CIO 0 O o W L O O w r CL a F, it NC U O O w Q- 3: D N 0 r t�n0 OOD Of O 0 0 Z m P1 6 M 1-� O V T Ol N Q N V Q N f7 m N f0 i Q w z z w x x 77 w N O1 Of O) < 77 7 O aO U1 N M 0f t0 Of Y7 t0 t0 OD V t0 N C1 O 10 J 7 0 x 0 x x N J O N U I x wI x x W N x.. N N N > > N d o 0 d w E E E£ c c E E c C W m 'C o O o O o O o> V N d d d N E E O O T> r H N N E E m A m E E `o o a n n _n n a `° m w w 0 0 'a u J J r r N N N N M co zz a N I I TI I co in I I M I O I OI [O I O I< I NI m I O I O I ON H O r 161�:14 �A�P- 0 U') NU, n � � n m > Q J d z Z Z O LL O Y o IL w w LL O w U �I N N W w � O �% r F, O 2 U Y Z Z° O w —� H y U K x a_ z W = w O vp m 7 O U N W > ~ O J W m = W w D ¢ m o Z L d r O O Z R Z X W W D U D< O w W LL w n r W O N W O O m m > ¢ w = t O w w m O m 2 D o O " ti 0 0 a o a o 0 N HIS 0 o e e O O O O O O O O O O O m —_ ~ Q W Q Q U) Z W J W W J N O O m O f� m n J N t0 N 7 m O G O O 5) fh W Q 6 � N W m O Z Z X O w O 0 v O Y N O �O O N O O O O N 10 l0 N O N O O: m 1-11- co O N O m N O O N 0 0 0 0 0 0 E w o 0 o a H d d U 0 32 ° =' < > 0 m J° x C7 Ui uJ 0_ ; Y L N A N O N OO r r V CL m O. U U N H zi u a t r n n o °a E 3` c m o m m c' n >> n ° oa N m N y> > U r G D 0. �o " N¢ N `r U N N m o m U x °� c c c `m cn rn c N N N N a 3 O 3 N N_ O O_ X X N ih ;t 50 1- co q 0 o v O 1clololl r 0 0 0 0 Q Z " Z W Q z w w W W Uf z O z O U w w O W w O rc d d W Z O m Q LL w o O y v vp No n E ° ¢ m o Z L d r w D U E y M D U J r W O N m D CO t O I'_ O u o " ti x a o 0 N HIS m —_ Q z w w W W Uf z O z O U w w O W w O rc M o z 0 o N w v . o Z O l O Z ly- w O cr O Y O r m 0 w 2 CC O LL W n. Y O Q X- Y cr O LL O Z O H a U w 0 � O o J tl U �Cq a � o W 0 w J Y 1=3 o a O � LL � 0 U) z ! LL O O Q a \ � U F- X V f� k LLI s J o Q 0 Q �= r a LLI " C Y O � L C O m w C t()r Z W w F- 1 W 2 Q O N w CL O Z ly- w O cr O Y O r m 0 w 2 CC O LL W n. Y O Q X- Y cr O LL O Z O H a U w 0 ail 0 O c a 0 v 0 U O } w z 0 m s 0 Uj Z ! ` \ � f� ` ui 0 Wa r Yl f. " b v N t()r - 1 N 4 11 rN ca Q m U :j -J ~ m O N < N 1 { { .r ?� `o Z w 0 O O a N W W W W W W W W U ( O z cn W OR x~o w � g 0 a J J W ` Q Q s (� H 0 0, Z ° O n• w z 0 n\ a z m o m o o e ' D O IN n o� n p r d 0 7 ' � ' 4z UJ z Z M W p x M' W Q U Ln J Q i, .w ,i r o �3 q 1 Y O u 0>- in z 0 = z z O Q W > mo p Q Q 2 o z W N Z W yl o + W Q a !. W o w !' F 1� ti o w O H cl Z Q o LL O V U) LU g �I 1 O z F- w O a ` ail 0 O c a 0 v 0 U O } w z 0 m s 0 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Date Company Crew 9- Nov -04 METROPOLITAN CONSTRUCTION P.O. BOX 477 BONITA CA 91908 Daily Wdk DescOP60n FPM Tasks Provide a brief description of daily work performed: Begin setting traffic control at 8 pm Atlas trucks arrived on site at 7:30 pm (not scheduled til 8:30 pm but rest is travel Began setting up highline at 8 :30 pm and fully functional by 9:15 pm. Set plug in place, and had difficulty with passing sewer through manhole Existing manhole 15A had a split pipe running through concrete base. Eventhough the proper Fernco coupling was used the pipe was cut in half to place under existing 8" clay. This method was used to avoid bypass of 8" mainline on Encinitas Blvd. Bypass system was moved from manhole 15 to manhole 16 due to passing sewer. Placed plugs at manhole no 16 and one hour later the plug was damaged due to jagged edges on existing_ clay pipe Installed new plug and the also blew at 1.30 am and third plug also failed on or about 4 am. Lost over 3 hours to failed plugs from existing clay pipe. The excavation was completed from station 27 +75 to manhole no 14 at station 26 +25. Made a connection using 12 x 6 inch reducer (concentric) with fernco couplings. Work Hours: 8:00 pm to 8:30 am Manpowei and Equprnent Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The ON CLASSIFICATION Employee Signature 12.5 FOREMAN JOSE ORTIZ 12.5 GP 8 Operator ULISES RAMIREZ 12.5 PLUMBER: TRADESMAN JOSE PILAR 12.5 PLUMBER: PIPELAYER HERMES ALVARADO 8 TEAMSTER 3 AXLE MIGUEL PILAR 4.5 GP 8 Operator MIGUEL PILAR 12.5 PLUMBER: TRADESMAN Miguel Pilar Jr Qty EQUIPMENT 12.5 721 C CASE WHEEL LOADER 12.5 580 SM CASE BACKHOE 12.5 DRESSER/ KOMATSU EXC 220 S DUMP TRUCK 16 FORD F450 FLATBED AIR COMPRESSER 3 TRENCH PLATES 12 SIGNS /BARRICADES /CONES 2 LIGHT TOWERS 2 ARROW BOARDS Manpower Units: Manhours 0 Mandays ❑ Other ❑ Equipment Units: Hours Other U Subcontracto: B &W Precast provided labor and materials for MH 15 (stack shafting), and Atlas Trucks (approximately 36 hours). Prolog Manager PUSD Bond rage i of Invoice BAKER'S CONCRETE CUTTING P.O. BOX 848 DATE INVOICE _# SAN MARCOS. CA 92079 I I /9/004 26566 760 -744 -1679 CON.LIC. 0 636696 - SERVICE ADDRESS BILL TO ENCINITAS METROPOLITAN CONST ALBERTSONS P.O. BOX 477 BONITA, CA 91908 pE C 2 P.O. NUMBER TERMS REP BILLED DATE ORD. BY JOB NO. PROJECT Net 30 MR 11/11/2004 QUANTITY ITEM CODE DESCRIPTION PRICE EACH AMOUNT 1.08 446.04 413 FLATSAW 9 INCH ASPHALT 50.00 50.00 1 TRAVEL TO DISPOSE OF SLURRY 25.00 25.00 1 SLURRY TANK DISPOSAL FEE Thank you for your business. Total $521.04 Ln d' O CL w w O IL ui O 3 W % Q d p O R N a (0 d OC r dW p = Q O F w > a m p N C C W O a N m a0 N O. r w w m w O O O N O O u1 ul N O O O T O �O N u) z r m v M N m l0 N N 10 m m O J o7 N r N O N N 0 0 m M Cl) M N u) Of t0 a W O 2 w x x w t0 N Of O c0 u) N T l0 10 .- u) O N t0 u1 QO O LO w w r N O f0 N V O cl) O O K m r r r-� ui c i uO I-: < o r ao u) r O V In w N cl) 0 0 x 0 O m O N d 0 m °' m d m J Y CL° Y$ 2? m o a r r w a 0 o r H a m E u J w u a r �- � a 0. o IL E 3 0 v ?: C7 o m U° a .�3 a> > UL EL m m m > >> H p a s O C gj t y C d u) v >i z O N O O F- X X N V) U 7 ai m w E U w ih v do �- m "v E E m Y N U m 0 0 t a 4 J ^. a, ix am U�O o co OON o t0 x co co U 0 x Q O� J J z O Y a '» Y LL O ju-, OCO(ON Q N N w p� co f0 0 U (O O f— N p J U 2< (D Z w ~ o N i C4 O m 0 O ~ m 0 J m W> N N S W W p 0 0 z Z S Z X w O w (n F w J� LL w w a p m x� r Z E E x LL p E a i a >> i m u0i O 0 0 2 a o H x N N Z x w w O O O O W w z l( x N O > O d d 0 a z W E E m E a E E r m U+ K w ai 0 � N Z O U- ¢ o > O—Q v O o OU o O 0U U) p mm �, m E E° twEE' '� m m o o `o E E E o o d d y a J J LL LL O J J N K a o M o °o °o 0 0 0 0 0 °. m o rn N O N W r O 0 (71 r � < m 2. Q M i r 0 W 0 w W x W (:,o p Q 0 0 0 0 0 0 O O O O O O n O u� t7 O O 0— O T O� O r C? 0 - 0 0 0 0 0 0 N 0 O (7 w Go 0 N m M O O V l'1 O u) N O N O W Ml N u) V! Q u) LL' M N M N N M u'f uw O O u0f N O Z. O O O 0 O 0 O O NN N O O O O Of T N 0 O m O N d 0 m °' m d m J Y CL° Y$ 2? m o a r r w a 0 o r H a m E u J w u a r �- � a 0. o IL E 3 0 v ?: C7 o m U° a .�3 a> > UL EL m m m > >> H p a s O C gj t y C d u) v >i z O N O O F- X X N V) U 7 ai m w E U w ih v do �- m "v E E m Y N U m 0 0 t a 4 J ^. a, ix am U�O o co OON o t0 , co co U 0 000)00 Q O� J J z O Y a '» Y LL O ju-, OCO(ON Q N LU W w p� co f0 0 U (O O f— N p J U 2< (D Z w ~ o N i C4 O m 0 O ~ m 0 J m W> N N O z � y N 2 Q0 0 a ¢ N W > o w O x � W O U J F O m m m N D ~ 0 z a z ix Z O U 0 m Q Q O� J J z O Y a '» Y LL O w o U (9 Q N LU W w 0 U c~i V) W p J U 2< LU Z Z w ~ w a Z w m 0 O ~ m 0 J m W> W in S W W p 0 0 z Z S Z X w O w (n F w J� LL w w a p m x� r Z > LL p m m a i a >> i m u0i O 0 0 2 a o H 0 0 0 e e Z O O O O O w w O O O O N D ~ 0 z a z 5 p Q Q J Y Q L w > H Z w w W w z a a z W N z U+ K w LlJ 0 � N Z O U- ¢ o O—Q O OU 0U U) p Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Palo: Company Grew 11/16/2004 Night METROPOLITAN CONSTRUCTION P.O. BOX 477 BONITA CA 91908 CPM Tasks Daily Work Descriptiorl Provide a brief description of daily work performed: Pipe burstin segment between manholes 14 and 13. Be an settina up traffic control at 82m, began setting bypass system u at 8:45 pm, and completed at 9:30 Pm. roximatel at 1:30 and operate u to 9:25 am the following mornin . The head only traveled 45 linear Bursting began a feet from the entrance point of the insertion it. 1.12 inches er minute As we retrieved the head we discovered extremely hard soil outside the trench line. Had diff iculty excavating it with a 580 SM case backhoe. The walls adjacent to the head were not fractured or displaced. Spoke to Ron Brad on pouring manhole 14 at 12 noon and he gave us an oka to proceed. Manpower artid Equipment f n ower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The Provide a detailed list o ma p Classification field refers to qualifications, i.e. Foreman, Journeyman, Apprentice, etc. Q CLASSIFICATION Employee Signature 20.5 FOREMAN Jose Ortiz 20.5 GP 8 Operator Miguel Lopez 19.5 PLUMBER: PIPELAYER Hermis 20.5 PLUMBER: TRADESMAN Jose Pilar 8 Teamster 3Axle Mi uel S Pilar 9.5 PLUMBER: TRADESMAN Anthony 20.5 GP 8 Operator Jose Rodri uez 10 Plumber Tradesman Mi uel Pilar Jr. Manpower Units: Manhours 0 Mandays ❑ Other ❑ Subcontractos: Atlas Pumper trucks Q EQUIPMENT 12 721C CASE WHEgLOADER 12 580 SM CASE BA12 6220 Dresser /kom 8 DUMP TRUCK 20.5 FORD F450 FLATBED (3) AIR COMPRESSER 19 6" Pump 1000 6" Hoses 19.5 hrs Atlas Pumping (3 trucks) 6 30a - 2 12 TRENCH PLATES 15/100 SIGNS /BARRICADES /CONES 121 LIGHT TOWERS (2) 21 ARROW BOARDS(2) Equipment Units: Hours N Other U Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE MC ready for bursting at 9:30, Mocon not read tit 11:15 pm due to winch trouble %4 O z cr- O CL w w O z O U U Z O U Z O C U � Y a� o 0 w U w J � Y o CL �o 0 (1) z Ll- O O Q a � U �- X L) U w w o a. J p Q cr D Q z 0 cn cr Y 0 LL- O a O w M °- Z w W Q ir 0 0 w CL O z w 0 Ir O Y Of O } co 0 w O LL Of w CL Y Of O Y Ir O O z O H a U w M 1 d O 0 U O 0 w m z 0 m 0 0 w 0 Z W Q `V � •O � Q m Q m U � �- � W H J Q J CA ty� F- F- 2 0 m N N ZQ N N J1 f J w p M N z O w v < am O W W O O O W W W W W W � m Z U w z � a cr a_ >- 1. w a m ° 4 Q m Q w a p Z li 0 !a W F- o ,- ° > ? o a _ Y Y U ° d' w Y Z Q Q Q ? f o m J � -e 0 M�t O — T 0 Z Z p W Q 'r U) U) J 4 >- O O ri 1 1,� w ' Y C O H can r m z 2 w p z O Z . F- _ ' z F- W w S w w Z e Z L o w a. w z w a Q 2 a w ` O C O w w w F- O 3 a o LL O U to ,� - _ J F- CD W v I w H W V i U O FC.-ICzi O 0 d O 0 U O 0 w m z 0 m 0 0 w Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Installed approximately 300 linear feet of 12" sdr -35 7pm to 6am (lunch taken at 12:30am) Marxpower and E€ uill)M I #' Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The classifiratinn field refers to oualifications. i.e. Foreman. Journevman, Apprentice, etc. oty CLASSIFICATION Employ ee signature 10.5 FOREMAN JOSE ORTIZ 10.5 GP B Operator MIGUEL LOPEZ 10.5 PLUMBER: TRADESMAN HERMES ALVARADO 10.5 PLUMBER: TRADESMAN JOSE PILAR 10.5 PLUMBER: PIPELAYER JULIAN MONTES PLUMBER: TRADESMAN MIGUEL S PILAR 8 TEAMSTER GP 3 MIGUEL S PILAR 10.5 PLUMBER: TRADESMAN IMIGUEL PILAR JR 10.5 OPERATOR GP 8 JOSE RODRIGUEZ 10.5 PLUMBER: TRADESMAN ANTHONY FULWIDER aty EQUIPMENT 10.5 721C CASE WHEEL LOADER 10.5 580 SM CASE BACKHOE 10.5 590 SM CASE BACKHOE/W BKR 8 DUMP TRUCK 5 FORD F450 FLATBED AIR COMPRESSER TRENCH PLATES 15/15/100 SIGNS /BARRICADES /CONES LIGHT TOWERS ARROW BOARDS Manda ❑ Equipment Units: Hours ❑ Other ❑ Manpower Units: Manhours ys ❑ Other Subcontractos: �iieitSr i;3SiteS Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 of 1 1 c 1� O z I- a ' O z O U O r m 0 O w z 2 ir ft w O 0 X LL Ir w 0 d Y Y O O C -A Y Of O LL O z O H a Fr U C0 w Z _O U D z 1S T Z 0 d � o W U J w � Y S L 0 O W 3.- il z_ LL O 0 <Q } � U � a 0 z o �. F- 2 Y O O ir n O M w a 1 W F- ";z LLJ 0 W a r m 0 O w z 2 ir ft w O 0 X LL Ir w 0 d Y Y O O C -A Y Of O LL O z O H a Fr U C0 w Y C.. ti v Iu d ii m O Y >O C a 0 U (0 C U O } W m z 0 F- M m D s rn 0 W co tu LLJ L) ix 0. 10 3-3 cuyj It Ix x z o III: LU Ll CL 0 uj ui Y C.. ti v Iu d ii m O Y >O C a 0 U (0 C U O } W m z 0 F- M m D s rn 0 W Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA 7pm to 5am (lunch taken at 12:30am) Manpower and Equipment Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The I f' tions i e Foreman Journeyman, Apprentice, etc. Classification QtV field refers to qua I Ica CLASSIFICATION Employee Signature 10 FOREMAN JOSE ORTIZ 10 GP 8 Operator MIGUEL LOPEZ 10 PLUMBER: TRADESMAN HERMES ALVARADO 10 PLUMBER: TRADESMAN JOSE PILAR 10 PLUMBER: PIPELAYER JULIAN MONTES PLUMBER: TRADESMAN MIGUEL S FILAR TEAMSTER GP 3 MIGUEL S PILAR 10 PLUMBER: TRADESMAN MIGUEL PILAR JR 10 OPERATOR GP 8 IJOSE RODRIGUEZ 10 PLUMBER: TRADESMAN ANTHONY FULWILDER r� Manpower Units: Subcontractor Manhours E Mandays LJ Other L i r...T r,r.—rn r,nnV`oaTC RA4G FnR MGNNnI F 16 I 0tv (EQUIPMENT I 10 721C CASE WHEEL LOADER 10 6220 DRESSER /KOMATSU EXCAV 10 590 SM CASE BACKHOE/W BKR 6 DUMP TRUCK 10 FORD F450 FLATBED (2) 10 6" TRASH PUMP W/ HOSES (2) 15 TRENCH PLATES 15/15/100 SIGNS /BARRICADES /CONES 10 LIGHT TOWERS (2) 10 ARROW BOARDS (2) Equipment Units: Hours ❑ Other ❑ Events or issues.. ; .. Provide a description of any significant events or issues to report. Include quantities and units if applicable: Prolog Manager PUSD Bond rc19. . Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Manpower artd Egtipmen# Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The r•i.,nn;f',nn+; ficbf rofnrc fn nnnlifirafinnc i a Fnroman..Inurnevman- Aonrentice. etc. QtY ICLASSIFICATION Signature 8 _.Employee FOREMAN JOSE ORTIZ 8 GP 8 Operator ULISES RAMIREZ 8 PLUMBER: TRADESMAN HERMES ALVARADO PLUMBER: TRADESMAN 15 5 PLUMBER: PIPELAYER JULIAN MONTES 3 PLUMBER: TRADESMAN MIGUEL S PILAR 5 TEAMSTER GP 3 MIGUEL S PILAR 9 PLUMBER: TRADESMAN MIGUEL PILAR JR 8 OPERATOR GP 8 JOSE RODRIGUEZ Qty EQUIPMENT 8 721C CASE WHEEL LOADER 8 580 SM CASE BACKHOE 590 SM CASE BACKHOE/W BKR DUMP TRUCK 16 FORD F450 FLATBED AIR COMPRESSER 15 TRENCH PLATES SIGNS /BARRICADES /CONES 1 LIGHTTOWERS 2 ARROW BOARDS Manpower Units: Manhours N Mandays ❑ Other ❑ Equipment Units: Hours ❑ Other ❑ Subcontracto: B &W Precast provided labor and materials for MH 15 base installation EV.B11T5 0r IS8U8S,' Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA drop not shown and prevented demo of this manhole on this night Manpower artd Equiptrttent Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The Chee;f; —t ;nn f;nlri —fcrc fn min ifirnfinnc i e. FnrPman_ Journevman. ADorentice. etc. Q ty CLASSIFICATION Em to ee signature 8 FOREMAN JOSE ORTIZ GP 8 Operator ULISES RAMIREZ DUMP TRUCK PLUMBER: TRADESMAN HERMES ALVARADO 11 PLUMBER: TRADESMAN JOSE PILAR 11 PLUMBER: PIPELAYER JULIAN MONTES 1 PLUMBER: TRADESMAN MIGUEL S PILAR 5 TEAMSTER GP 3 MIGUEL S PILAR 11 PLUMBER: TRADESMAN MIGUEL PILAR JR OPERATOR GP 8 JOSE RODRIGUEZ Manpower Units: Manhours E Mandays U Other U Subcontracto: B &W Precast provided labor and materials for MH 15 base installation oty EQUIPMENT 8 721C CASE WHEEL LOADER 8 580 SM CASE BACKHOE 590 SM CASE BACKHOE/W BKR DUMP TRUCK 16 FORD F450 FLATBED AIR COMPRESSER 15 TRENCH PLATES SIGNS /BARRICADES /CONES 1 LIGHT TOWERS 2 ARROW BOARDS Equipment Units: Hours ❑ Other ❑ EYeh>IS !3r iSSiii�S. Provide a description of any significant events or issues to report. Include quantities and units if applicable: NnNF Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Manpower and Equpmstlt Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The Classification field refers to qualifications, i.e. Foreman, Journeyman, Apprentice, etc. Otv CLASSIFICATION 8 FOREMAN 8 GP 8 Operator PLUMBER: TRADESMAN 8 PLUMBER: TRADESMAN Manpower Units: Manhours nature JOSE ORTIZ ULISES RAMIREZ ES ALVARADO 0 Mandays ❑ Other ❑ Subcontracto: B&W Precast provided labor and materials for MH 15 base installation Q EQUIPMENT 8 721C CASE WHEEL LOADER 8 580 SM CASE BACKHOE 590 SM CASE BACKHOE/W BKR DUMP TRUCK 16 FORD F450 FLATBED AIR COMPRESSER 15 TRENCH PLATES SIGNS /BARRICADES /CONES 1 LIGHT TOWERS 2 ARROW BOARDS Equipment Units: Hours ❑ Other ❑ Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Martpowar and Egt�ipmer Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The .rt: _.,.:...... . M n Innr —w— GnnranfirA Atr Qty ICLASSIFICATION Employee Signature FOREMAN JOSE ORTIZ 4 GP 8 Operator ULISES RAMIREZ PLUMBER: TRADESMAN PLUMBER: TRADESMAN Miguel Pilar Jr 6 Teamster Miguel S. Pilar Manpower Units: Manhours 0 Mandays a Other U Subcontractos: Qpy EQUIPMENT 721C CASE WHEEL LOADER 580 SM CASE BACKHOE 590 SM CASE BACKHOE/W BKR DUMP TRUCK FORD F450 FLATBED AIR COMPRESSER TRENCH PLATES SIGNS /BARRICADES /CONES LIGHT TOWERS ARROW BOARDS Equipment Units: Hours ❑ Other LJ EY�fItS.t3f, �SSt14S '' Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 or 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Manpower and Equipmen Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The C:—mnn .Innrnavmnn Apprentice. etc Classincatlon Qty neia rerers w quaoncat on., i.e. • �• �• CLASSIFICATION - -- -, -- Employee Signature 6 FOREMAN JOSE ORTIZ 6.5 GP 8 Operator ULISES RAMIREZ 6.5 PLUMBER: TRADESMAN JOSE PILAR 6.5 PLUMBER: PIPELAYER HERMES ALVARADO 6 TEAMSTER 3 AXLE MIGUEL PILAR 4 teamster/ 2 tradesman r-, n Qty EQUIPMENT 6 721 C CASE WHEEL LOADER 6.5 580 SM CASE BACKHOE 4 DRESSER/ KOMATSU EXC 220 4 DUMP TRUCK 12.5 FORD F450 FLATBED AIR COMPRESSER 15 TRENCH PLATES SIGNS /BARRICADES /CONES 1 LIGHT TOWERS 2 ARROW BOARDS Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Manpower and Equipmen #! Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The Classification field refers to qualifications, i.e. Foreman, Journeyman, Apprentice, etc. Qtv ICLASSIFICATION Em to ee Signature FOREMAN GP 8 Operator PLUMBER: TRADESMAN PLUMBER: TRADESMAN Manpower Units: Manhours U Mandays U Other L-I Qty EQUIPMENT 721C CASE WHEEL LOADER 580 SM CASE BACKHOE 590 SM CASE BACKHOE/W BKR DUMP TRUCK FORD F450 FLATBED AIR COMPRESSER TRENCH PLATES SIGNS /BARRICADES /CONES LIGHT TOWERS ARROW BOARDS Equipment Units: Hours ❑ Other U Subcontracto: B &W Precast provided labor and materials for MH 15 base installation 1. Provide a description of any significant events or issues to report. Include quantities and units if applicable: Prolog Manager PUSD Bond ray. , — Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA ....................... Marpawec and Equipmf�nt Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The .. Inmmnumnn Apprentice. etc. Classification Q field refers to qualifications, 1— CLASSIFICATION FOREMAN •••... Employee Signature GP 8 Operator PLUMBER: TRADESMAN PLUMBER: TRADESMAN n n Manpower Units: Manhours U Mandays L.1 Other L -i Subcontractor B &W Precast provided labor and materials for MH 15 base installation aty 1580 QUIPMENT 1C CASE WHEEL LOADER SM CASE BACKHOE 0 SM CASE BACKHOE/W BKR DUMP TRUCK FORD F450 FLATBED AIR COMPRESSER TRENCH PLATES SIGNS /BARRICADES /CONES LIGHT TOWERS ARROW BOARDS Equipment Units: Hours U Other U Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Sent Miguel Pilar Jr to cover up stock piles of dirt due to potential rain in forecast. .. ................. Mal power and EquipmOnt Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The I;i f; i -- i e Foreman Journeyman, Apprentice, etc GIassITICaiion QtV ICLASSIFICATION held refers to qua s i Employee Signature FOREMAN GP 8 Operator 2 PLUMBER: TRADESMAN Miguel Pilar Jr. PLUMBER: TRADESMAN Qty EQUIPMENT 721C CASE WHEEL LOADER 580 SM CASE BACKHOE 590 SM CASE BACKHOE/W BKR DUMP TRUCK FORD F450 FLATBED AIR COMPRESSER TRENCH PLATES LIGHT TOWERS ARROW BOARDS Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Manpower and Equiptnatt Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The r,..,.....,., i,,,,— man Annrentice. etc. Classification field reters to quauncauuns, Le. I pty CLASSIFICATION ••... Em to ee Si nature 0 FOREMAN 0 GP 8 Operator 0 PLUMBER: PIPELAYER 0 PLUMBER: TRADESMAN 0 Teamster 3Axle 0 PLUMBER: TRADESMAN Manpower Units: Manhours Mandays LJ Other u Subcontractos: oty EQUIPMENT 721 CASE WHEELOADEER 580 SM CASE BA 6220 Dresser /komatsu excavator DUMPTRUCK FORD F450 FLATBED AIR COMPRESSER TRENCH PLATES LIGHT TOWERS ARROW BOARDS Equipment Units: Hours N Other LJ Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Manpower end quipMent Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The rv..,... os,,...:,.., C!A .efe.c fn n"niifi —finnc in Fnramnn .InuITP.vmnn- Annrentice. etc. aty ICLASSIFICATION EQUIPMENT Employee Signature 721 C CASE WHEEL LOADER FOREMAN JOSE ORTIZ GP 8 Operator ULISES RAMIREZ DUMP TRUCK PLUMBER: TRADESMAN HERMES ALVARADO PLUMBER: TRADESMAN JOSE PILAR TRENCH PLATES PLUMBER: PIPELAYER JULIAN MONTES 6 PLUMBER: TRADESMAN MIGUEL S PILAR 2.5 TEAMSTER GP 3 MIGUEL S PILAR 5 PLUMBER: TRADESMAN IMIGUEL PILAR JR OPERATOR GP 8 IJOSE RODRIGUEZ oty EQUIPMENT 721 C CASE WHEEL LOADER 580 SM CASE BACKHOE 590 SM CASE BACKHOE/W BKR 2.5 DUMP TRUCK 5 FORD F450 FLATBED AIR COMPRESSER TRENCH PLATES SIGNS /BARRICADES /CONES LIGHT TOWERS ARROW BOARDS Manpower Units: Manhours 0 Mandays ❑ Other ❑ Equipment Units: Hours ❑ Other ❑ Subcontractos: Ya(1T�a3L#fl� Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA 7pm to Sam (lunch taken at 12:30am) Manwer and E po quptnisnt Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The i^ rnnvman Annrentice. etc. Classification Q Bela reters to quanucanv, S, 1.0. �•••� CLASSIFICATION • ��° -, -- EE L2 ee Si nature 9 FOREMAN JOSE ORTIZ 9 GP 8 Operator MIGUEL LOPEZ 9 PLUMBER: TRADESMAN HERMES ALVARADO 9 PLUMBER: TRADESMAN JOSE PILAR PLUMBER: PIPELAYER JULIAN MONTES 5 PLUMBER: TRADESMAN MIGUEL S PILAR 4 TEAMSTER GP 3 MIGUEL S PILAR 9 PLUMBER: TRADESMAN MIGUEL PILAR JR OPERATOR GP 8 JOSE RODRIGUEZ 9 PLUMBER: TRADESMAN ANTHONY FU ^WILDER r'1 Manpower Units: Manhours N Mandays LJ Other LJ Subcontractos:B AND W PRECAST stacked manhole I Qtv (EQUIPMENT I 91721 CASE WHEEL LOADER I 1 916220 DRESSER /KOMATSU EXCAV 15/15/100 Equipment Units Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE 9 590 SM CASE BACKHOE/W BKR 4 DUMP TRUCK 9 FORD F450 FLATBED (2) 6" TRASH PUMP W/ HOSES (2) 4 TRENCH PLATES LIGHT TOWERS (2) 9 ARROW BOARDS (2) Hours ❑ Other ❑ Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Man}awef and Equpmen# Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The 1........".. —n Annrontiro Rtr. _. uias- smcauun oty ICLASSIFICATION Hula ium1a lv yuailiwov,.a, ..• • ..•-- ••• ^•' ---"'- -- - Employee Si nature 8.5 FOREMAN JOSE ORTIZ 8.5 GP 8 Operator MIGUEL LOPEZ 8.5 PLUMBER: TRADESMAN HERMES ALVARADO 8.5 PLUMBER: TRADESMAN JOSE PILAR PLUMBER: PIPELAYER JULIAN MONTES PLUMBER: TRADESMAN MIGUEL S PILAR 8 TEAMSTER GP 3 MIGUEL S PILAR 8.5 PLUMBER: TRADESMAN MIGUEL PILAR JR OPERATOR GP 8 JOSE RODRIGUEZ 8.5 PLUMBER: TRADESMAN ANTHONY FULWILDER 1-1 Manpower Units: Manhours Mandays LJ Other lJ Subcontractos: I Qtv (EQUIPMENT 8.51721 C CASE WHEEL LOADER 8.5 6220 DRESSER /KOMATSU EXCAV 8.5 590 SM CASE BACKHOE/W BKR 4 DUMP TRUCK 8.5 FORD F450 FLATBED (2) 6" TRASH PUMP W1 HOSES (2) 4 TRENCH PLATES 15/15/100 SIGNS /BARRICADES /CONES LIGHT TOWERS (2) 8.51ARROW BOARDS (2) Equipment Units: Hours ❑ Other ❑ EVefs or. iS &itBS Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA .......................... Manpdwar at1d Equ[p�fnent Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The I11abbilluc u l Qty 12LASSIFICATION Ilvlu g o o w yvu,,,,.... ......... ...... -. _..._. ., --- I I . . Employee Signature 7.5 FOREMAN JOSE ORTIZ 7.5 GP 8 Operator MIGUEL LOPEZ 7.5 PLUMBER: TRADESMAN HERMES ALVARADO 7.5 PLUMBER: TRADESMAN JOSE PILAR PLUMBER: PIPELAYER JULIAN MONTES PLUMBER: TRADESMAN MIGUEL S PILAR 7.5 TEAMSTER GP 3 MIGUEL S PILAR 7.5 PLUMBER: TRADESMAN MIGUEL PILAR JR OPERATOR GP 8 IJOSE RODRIGUEZ 7.5 PLUMBER: TRADESMAN ANTHONY FULWILDER Manpower Units: Manhours E Mandays LJ Other L-I Subcontracto I Qtv (EQUIPMENT I 7.5 721C CASE WHEEL LOADER 7.5 6220 DRESSER /KOMATSU EXCAV 7.5 590 SM CASE BACKHOE/W BKR 7.5 DUMP TRUCK 7.5 FORD F450 FLATBED (2) 6" TRASH PUMP W/ HOSES (2) 4 TRENCH PLATES 15/15/100 SIGNS /BARRICADES /CONES I I LIGHT TOWERS (2) J I 7.51ARROW BOARDS (2) Equipment Units: Hours ❑ Other ❑ Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond rage 1 or I Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Martpvwer and EquiPmsttt Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The CI Ion 'f f field refers to ualifications i e Foreman, Journeyman, Apprentice, etc. asst Ica ON ICLASSIFICATION I q Employee Signature 8.5 FOREMAN JOSE ORTIZ 8.5 GP 8 Operator MIGUEL LOPEZ 8.5 PLUMBER: TRADESMAN HERMES ALVARADO PLUMBER: TRADESMAN JOSE PILAR TRENCH PLATES PLUMBER: PIPELAYER JULIAN MONTES PLUMBER: TRADESMAN MIGUEL S PILAR 8.5 TEAMSTER GP 3 MIGUEL S PILAR 4.5 PLUMBER: TRADESMAN (incl 4 h MIGUEL PILAR JR 4 10 PERATOR GP 8 MIGUEL PILAR JR 8.5 1 PLUMBER: TRADESMAN ANTHONY FULWILDER QtY EQUIPMENT 8.5 721C CASE WHEEL LOADER 7d 8.5 6220 DRESSER /KOMATSU EXCAV 8.5 590 SM CASE BACKHOE/W BKR 8.5 DUMP TRUCK 8.5 FORD F450 FLATBED (2) 6" TRASH PUMP W/ HOSES (2) 4 TRENCH PLATES 15/15/100 SIGNS /BARRICADES /CONES LIGHT TOWERS (2) 8.5 ARROW BOARDS (1) Manpower Units: Manhours 0 Mandays ❑ Other ❑ Equipment Units: Hours ❑ Other U Subcontracto Provide a description of any significant events or issues to report. Include quantities and units if applicable: AInKIC Prolog Manager PUSD Bond rage i or I Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA ................... . .................. ........ Manpower and Equipment# Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The %.Ad55111l:aUV1 QtV ICLASSIFICATION I 11 1u 1v —Q w y...„,,.,...,.,...., .. _.. _. _..._... ___... -. .. Em to ee Si nature 9 FOREMAN JOSE ORTIZ 9 GP 8 Operator MIGUEL LOPEZ PLUMBER: TRADESMAN HERMES ALVARADO PLUMBER: TRADESMAN JOSE PILAR PLUMBER: PIPELAYER JULIAN MONTES PLUMBER: TRADESMAN MIGUEL S PILAR 9 TEAMSTER GP 3 MIGUEL S PILAR 5 PLUMBER: TRADESMAN MIGUEL PILAR JR 4 OPERATOR GP 8 MIGUEL PILAR JR 9 PLUMBE [:TRADESMAN ANTHONY FULWILDER Manpower Units: Manhours E Mandays LJ Other I__1 Subcontractor I ON (EQUIPMENT J 9 721C CASE WHEEL LOADER 6220 DRESSER /KOMATSU EXCAV 9 590 SM CASE BACKHOE/W BKR 9 DUMP TRUCK 9 ] FORD F450 FLATBED (2) 6" TRASH PUMP W/ HOSES (2) 4 TRENCH PLATES 15/15/100 SIGNS /BARRICADES /CONES 91 Roller I 7.51ARROW BOARDS (1) Equipment Units: Hours ❑ Other ❑ Provide a description of any significant events or issues to report. Include quantities and units if applicable: AIlIAIC Prolog Manager PUSD Bond I-age 1 or 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA (w an EgtaEptTterll Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The !`,..nn if; fi fiebl —flora fn nunlifi —tinnc i P Fnrpman .Intimpvman. Annrentice. etc. oty CLASSIFICATION Employee---T- m to ee signature 8 FOREMAN JOSE ORTIZ 8 GP 8 Operator MIGUEL LOPEZ DUMP TRUCK PLUMBER: TRADESMAN HERMES ALVARADO PLUMBER: TRADESMAN JOSE PILAR TRENCH PLATES PLUMBER: PIPELAYER JULIAN MONTES 4 PLUMBER: TRADESMAN MIGUEL S PILAR 4 TEAMSTER GP 3 MIGUEL S PILAR 8 PLUMBER: TRADESMAN MIGUEL PILAR JR OPERATOR GP 8 MIGUEL PILAR JR PLUMBER: TRADESMAN ANTHONY FULWILDER oty EQUIPMENT 4 721C CASE WHEEL LOADER 6220 DRESSER /KOMATSU EXCAV 590 SM CASE BACKHOE/W BKR 4 DUMP TRUCK 8 FORD F450 FLATBED (2) 6" TRASH PUMP W/ HOSES (2) TRENCH PLATES SIGNS /BARRICADES /CONES LIGHT TOWERS (2) ARROW BOARDS (1) Manpower Units: Manhours 0 Mandays ❑ Other ❑ Equipment Units: Hours ❑ Other ❑ Subcontractos: EYenS rar 18 dues Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Manpower end Equipment Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The �.. i;4; ti-- 7 u Foreman .Inumpvman. Apprentice, etc yassmcauun nCiu re a,a w yuw. n ... +.. , .. Foreman Qty 12LASSIFICATION ___.__ Employee Signature 8 FOREMAN JOSE ORTIZ 8 GP 8 Operator MIGUEL LOPEZ PLUMBER: TRADESMAN HERMES ALVARADO PLUMBER: TRADESMAN JOSE PILAR PLUMBER: PIPELAYER JULIAN MONTES 4 PLUMBER: TRADESMAN MIGUEL S PILAR 4 TEAMSTER GP 3 MIGUEL S PILAR 8 PLUMBER: TRADESMAN MIGUEL PILAR JR OPERATOR GP 8 MIGUEL PILAR JR PLUMBER: TRADESMAN ANTHONY FULWILDER r� QtV (EQUIPMENT J 41721C CASE WHEEL LOADER 6220 DRESSER /KOMATSU EXCAV 590 SM CASE BACKHOE/W BKR 4 DUMP TRUCK 8 FORD F450 FLATBED (2) 6" TRASH PUMP W/ HOSES (2) I ITRENCH PLATES J Manpower Units: Manhours Mandays LJ Other U Equipment Units: Subcontractos: ESre(itS.of Issues ;: Provide a description of any significant events or issues to report. Include quantities and units if applicable: LIGHT TOWERS (2) ARROW BOARDS (1) Hours ❑ Other ❑ Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA Ntanpoww Srltl Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The --6— ntl Classification aty field reters to quauncauuilb, 1-u- CLASSIFICATION Em to ee Si nature FOREMAN JOSE ORTIZ GP 8 Operator MIGUEL LOPEZ PLUMBER: TRADESMAN HERMES ALVARADO PLUMBER: TRADESMAN JOSE PILAR PLUMBER: PIPELAYER JULIAN MONTES PLUMBER: TRADESMAN MIGUEL S PILAR TEAMSTER GP 3 MIGUEL S PILAR PLUMBER: TRADESMAN MIGUEL PILAR JR OPERATOR GP 8 MIGUEL PILAR JR PLUMBER: TRADESMAN ANTHONY FULWILDER n r--I Manpower Units: Manhours Mandays LJ Other L-1 Subcontractos: Qt EQUIPMEtWHEE:L 721 C CASE LOA DER 6220 DRESSER /KOMATSU EXCAV 590 SM CASE BACKHOE/W BKR DUMP TRUCK FORD F450 FLATBED (2) 6" TRASH PUMP W/ HOSES (2) TRENCH PLATES Equipment Units: Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE SIGNS /BARHIGAUtS /VUrvca LIGHT TOWERS (2) ARROW BOARDS (1) Hours ❑ Other ❑ Prolog Manager PUSD Bond Page 1 of 1 Contractor's Daily Report 8:30 AMTO5PM Man or and Equipment The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The Provide a detailed list of manpower and equipment resources. Classification field refers to qualifications, i.e. Foreman, Journe man, Apprentice, etc. Si nature O EQUIPMENT Q CLASSIFICATION Em to ee $ 721C CASE WHEEL LOADER $ FOREMAN JOSE RODRIGUEZ 6220 DRESSER/KOMATSU EXCAV $ GP 8 Operator MIGUEL LOPEZ 8 Sgo SM CASE BACKHOEIW BKR $ PLUMBER: TRADESMAN HERMES ALVARADO $DUMP TRUCK 8 PLUMBER: TRADESMAN JOSE PILAR $FORD F450 FLATBED (2) 8 PLUMBER: PIPELAYER JULIAN MONTES 6" TRASH PUMP W/ HOSES (2) PLUMBER: TRADESMAN MIGUEL S PILAR TRENCH PLATES $ TEAMSTER GP 3 MIGUEL S FILAR 8 SIGNS /BARRICADES /CONES 8 PLUMBER: TRADESMAN MIGUEL PILAR JR LIGHT TOWERS (2) OPERATOR GP 8 MIGUEL FILAR JR $ ARROW BOARDS (1) 8 PLUMBER: TRADESMAN ANTHONY FULWILDER El Units: Hours Other Manda s El Y Equipment Manpower Units: Manhours Subcontractos: ICV0111 T ts.Purns Provide a description of any significant events or issues to report. Include quantities and units if applicable: NONE PUSD Bond Page 1 of 1 Prolog Manager [Contractor's Daily Report Project: ENCINITAS BLVD TRUNK SEWER REPLACEMENT ENCINITAS BLVD ENCINITAS, CA 8:30 AM TO 5 PM Manptall. 0rand Equipment Provide a detailed list of manpower and equipment resources. The Trade field refers to type of manpower, i.e. Carpenter, Electrician, etc. The Classification field refers to qualifications, i.e. Foreman, Journeyman, Apprentice, etc. ON ICLASSIFICATION Em to ee I Sign ture 5.5 FOREMAN JOSE RODRIGUE2 PAY JJ DIFFERENCE IN RE 5.5 GP 8 Operator MIGUEL LOPEZ 5.5 PLUMBER: TRADESMAN HERMES ALVARADO 5.5 PLUMBER: TRADESMAN JOSE PILAR 5.5 PLUMBER: PIPELAYER JULIAN MONTES PLUMBER: TRADESMAN MIGUEL S PILAR 5.5 TEAMSTER GP 3 MIGUEL S PILAR 5.5 PLUMBER: TRADESMAN I MIGUEL PILAR JR OPERATOR GP 8 MIGUEL PILAR JR 5.5 PLUMBER: TRADESMAN ANTHONY FULWILDER Manpower Units: Manhours N Mandays ❑ Other U Subcontractos: Qty EQUIPMENT 8 721C CASE WHEEL LOADER 6220 DRESSER /KOMATSU EXCAV 8 590 SM CASE BACKHOE/W BKR 8 DUMP TRUCK 8 FORD F450 FLATBED (2) 6" TRASH PUMP W/ HOSES (2) TRENCH PLATES 8 SIGNS /BARRICADES /CONES LIGHT TOWERS (2) 8 ARROW BOARDS (1) Equipment Units: Hours ❑ Other U EY,ni5 a Provide a description of any significant events or issues to report. Include quantities and units if applicable: NnKjf= Prolog Manager PUSD Bond Page 1 of 1 L . .v, // lk vr,i - vim TM TT TECHNOLOGIES,. Inc. 650 3b8 -0832 N.10 "Leaders in Trenchless Technology" Friday. March 16, 2001 Bob Morrow MOCON 82 -204 Highway 111 Suite C -201 Indio, CA 92201 RE. City of Venture's Telephone Road Sewer Replacement Project Clear Bob Per our telephone conversation of 3- 12 -01. The alleged "sags or humps ", in the 277 linear feel of 8" HDPE replacement pipe, are probably due m saturated, poor and uneven compaction of the soil around the clay pipe that was burst on your job in Ventura, Per telephone conversation with Howard Janotta, of J&H Engineering, the new pipe is -5" higher than the original flow line at the manhole at Ste. 3 +70. Howard described the sag as actually being a hump of 8 -9" from Sta. 3 +50 to Ste. 3 +70. The Pipe Bursting method does not change the line ano grade of the existing pipe other than what the soil conditions allow and the amount of upsize requires. This prompts a few questions. Did the City perform any soil testing to determine the suitability of the site for pipe bursting? If a soil report was not provided, how would the pipe bursting method be "known". by the engineers, to be correct for the existing pipe and soils condition? The manhole at Sta. 3 +70 has probably been leaking, from above, for a tong time and eroding the pipe zone. Was pre - construction CCTV made available and If it was available, was It closely analyzed by the City and contractor prior to pipe bursting? It is clear, from the description of the site. that open cut construction was very difficult due ro extremely poor soil conditions. Pipe Bursting does not improve poor soil conditions. Furthor, after consulting with Scott Kneip, oor Grundocrack pipe bursting specialist on site, winch tension was never lost during the burst. A constant ta3nsion of approx. 9 tons was maintained throughout this particular run- It is all but impossible for the pipe bursting tool to change the alignment without coming out of the existing pipe. If the pipe bursting tool did come out of the pipe, the winch cable would have been cut by the combination of forward rnotion of the bursting tool and the constant pull of the winch - These fortes would have been working against each other instead of together. Please see illustration (Fig. 1) Please refer to the attached document Desil,n and Application Issues for Pipe Bursting. This paper was published in NO-DIG ENGINEERING Vol. 3, No. 2. Dec. 1999. Consult the section on "Position of Replacement Pipe" paragraph 6. "Sags in the existing pipe will tend to be reduced by the replacement process (pipe bursting) if the sail conditions :around the pipe are uniform. It an existing sag In a pipe has been caused by a soft zone beneath the pipe, however, the pipe may be forced by the bursting operation toward the soft zone, thus accentuating the sag (Figure OF)." This also applies to soft zones over the pipe as well as beneath the pipe. The fads presented in this technical document refer to all pipe bursting methods. This document was authored by wree highly qualified Ph.D's from Louisiana Tech University and from Delta Construction. The authors are known to be knowledgeable and are respected in the field of pipe bursting. 2020 East New York Street • Aurora, IL 60504 630 -851 -8200 • ft00 -533 -2076 • F =AX F30 851 -8299 _ http;;www.ittechcotogies corn I V p tlL OWES, Inc. Page 2 ..... - . • -07V � .SUtS- IJLSSL N.II "Leaders in Trenchiess Technology" Based on the information above, there may be a line and grade problem with the new pipe but it is not the fault of the pipe bursting process but possibly of the selection of pipe bursting as a way to solve a very bad ©xcAvation situation in poor soil conditions. Pipe Bursting is an alternative to open cut construction however "due diligence prudent engineering practice and Informed decisions need to be made before employing this technique. Millions of feet of wastewater pipe have been successfully replaced with the pipe bursting method when utilized in the proper conditions. if we can be rnt any further assistance, please contact us at any tirne. Sincerely, cc: H Janotta (J&H Engineering), C Brah;tar, S. Kneip, M. Schwager Attachments: a) Sketch Figure 1 b) Design and Application Issues for Pipe Bursting 2020 East Plow York Street • Aurura, lt_ 60504 <CU(1DQI I irllr 630- 851.820() 800 -533 -2078 • FAX 630-651 -8299 htt {'. / /www,tttechnoingies.com Collins K. Orton California Sales Manager cc: H Janotta (J&H Engineering), C Brah;tar, S. Kneip, M. Schwager Attachments: a) Sketch Figure 1 b) Design and Application Issues for Pipe Bursting 2020 East Plow York Street • Aurura, lt_ 60504 <CU(1DQI I irllr 630- 851.820() 800 -533 -2078 • FAX 630-651 -8299 htt {'. / /www,tttechnoingies.com n -1 c �S S �) •1 . d q,. LL a c i !1A . I uv Ju': JuZU 1llvi 1 v 650 368 -0832 P.04 y S J L. � do-- a J% J - !1A . I uv Ju': JuZU 1llvi 1 v 650 368 -0832 P.04 y AfAffAU"Ar YII'EB I AMNG December 15. 200.1 Jose Ortiz Metropolitan Construction 8614 Troy Street Spy valley, CA 91971 project: Encinitas Boulevard Trunk Sewer Replacement Dear Jose: On Friday. October 15, 2t1n4 while performing our work on the above contract, we ton o encountered hard Pipe ground, a condition which was inconsistmii with the design of the pipe bursting as represented on the Sewer Design Plan The project was designed with the premise and understanding that there was firm ground conditions as described in the designed report provided by the City of Encinitas which was provided prior to receiving bids for this project and upon which our bi' eras based. Obviously, the sequence and time requir� For construe on which ��llro d d required deal and th�nbed problem differ substantially from the condition depicted in the eotech report p y for the performance of the work. The efftcicncy of the entire operation will be reduced from that which would have occurred in the spteified firm soil condition. -his condition, which is inconsistent with the contract representations, obviously requires a change by the City in the details of construction. whch will change the character of the work to be performed. In addition to the additional costs to be in( °..rred as a result of the alternations in the Plans and Specifications to meet these unanticipated differing site conditions, there will, of course, be an additional extension of time required in which to perform the work, commensurate with the time lapse in altering tine design, as well as in the additional time taken to carry out the performance of the altered work. We believe that the City of Encinitas recog, %izes that the situation we have encotuttered is one that justifies immediate issuance of an appropriate Change Order covering additional compensation and adjustment of contract time. We look forward to your immediate and ) -rmpt response. Sincerely, n Corporation Robert Morrow' Ml)C(1N COI:1'OR:11'[ON 82 -204 Hwy 111 Suites u -201 Indio, californiu 9220 - Phone (760) 564.2536 Fax (760) 564 -3(A6 5-'98 �. IFS -C'4 "C'd THt 15:36 FAX 63J0 S1_��.1. Nv`t� �f f 2001 T.T• •' am BW636%4514M 1 -8?�00 ra_ Jj F(j4d SpedoW mmnmll ®meA�nobginmm YQ 630,715-4573 • M 630.467-9313 TT Technologist, Inc. .� v -4c �o �- i a peon IV _.. � -- The Problem: Worldwide deteriorating infrastructure. On an international scale, water, sewer, gas and other utilities are in need of replacement. Most are located in congested urban areas, under buildings, roadways or expensive landscape, and are surround- ed by other utilities. Worldwide, many systems have exceeded their useful life, have deteriorated and must be replaced. Estimated cost of utility replacement in the U.S. is a trillion dollars within the next 20 years. Replacement by traditional open trench methods is often not a viable or cost effective alternative. Water and Gas Lines • Become encrusted, capacity is reduced • Are corroded and leak - some systems experience a 40 percent water loss • Are under capacity because of population growth • Many are low- capacity and low pres- sure, and are in need of replacement • Many are constructed of deteriorating cast -iron that leaks Sewer Lines • Offset pipes, root intrusion and crowned and cracked pipes are causing system backups and leaking contaminants into the environment • Are under capacity due to urban growth • Infiltration and inflow (often from rain) are taxing treatment plant capacities - increasing treatment costs and creating outflow issues .J" Traditional open cut pipe replacement project The Solution: Pipe Bursting Pipe bursting can reduce excavation up to 85% Typical pips bursting Job s *s Advantages of pipe bursting include: • Follows the existing utility path • Reduces potential damage to adjacent utilities • Is a preferred technology for upsizing existing pipes • Has fewer social costs and offers less traffic disruption • Reduces excavation and restoration cost • Allows installation of a new pipe • Reduces costs associated with utility relocation design Project Fall .r. Considerations Class A: Routine, Class B: Challenging to moderately difficult, ciass C: Difficult to extremely difficult HammerHead® Pneumatic Pipe Bursting System Engineered for the sewer industry. 4; .s HydroGuide` winches are Excavation costs can be ruggedly built to meet the reduced by utilizing manhole demands of pipe bursting retrieval of the burst head.' The winches am designed to distance capability by facilitate extraction of burst reducingpipe friction. heads through manholes to reduce the need for expensive receiving pits. larger size is pulled in. i 4ti" 111 fly 'Manhole exiting is a patented process of Earth Tool Company LLC, US PATENT 6,299,382 61. Front mounted bursting head combination This combination facilitates man- hole exits and reduces excavation costs. It is the preferred, and most common combination for size-on-size or one size upsize pipe replacement projects in con- gested urban environments. Front mounted bursting head /pipe pilot combination f A bursting head fitted to the On larger or longer bursts, HAMMERHEAD MOLE` tool lubrication can increase bursts damaged pipeline production and the bursting and pushes the fragments distance capability by into surrounding soil. As the reducingpipe friction. tool bursts the pipe, new product of the same or larger size is pulled in. i Front mounted bursting heads can be combined with pipe pilots when bursting in sandy condi- tions, or when working with col- lapsed lines or heavy root intru- sion. In these circumstances, this combination reduces pipe plowing and soil plugs, thus increasing production and the bursting dis- tance capability. Pipe pilots are also used on cast iron bursts. Front mounted bursting head / rear mounted pipe puller combination When multiple upsizes are required, specially sized, front mounted bursting heads com- bined with rear mounted pipe pullers, allow tools larger than the new pipe to be used. This is important when working in Tough conditions, or when a double or triple upsize is needed. New product is attached to the pneumatic pipe bursting tool and is pulled into place as the tool follows and bursts the existing line. Front mounted bursting head /full body expanderoombination This combination generates the "tractor effect.' It effectively uses the tool's energy to help complete difficult or longer bursts, or to perform larger upsizing projects. HammerHead® Pneumatic Pipe Bursting Equipment Tough and reliable tools for your job. World class tools designed for the contractor that's paid by the foot, not by the hour. With advanced computer modeling technology, high quality alloy steels, more than 170 patent claims and a straightfor- ward, hardworking design, HammerHead Mole' pneumatic pipe bursting tools are your high performance, low maintenance solution for a variety of applications. HammerHead has the tools to make you both ' efficient and profitable. HammerHead pipe bursting heads are rugged yet simple in design, machined out of high quality steels, then heat treated to endure adverse applications. Sizes from 4" to 30" (100 rnm to 750 mm) are available. Forward Air Flow Air Reverse Valve Striker Reverse Air Flow Clamped Rear Anvil Wear Ring Key Features • Patented true air reverse control feature with no internal mechanisms or moving parts. • Dual application - use pipe bursting tools for pipe ramming as well. Clamped Rear Anvil • Internal wear rings eliminate metal to metal contact and wear • Patented clamped tail bolt design provides 200% more clamp load than a standard nut/bolt design and allows for quick and simple service - even in the field. HammerHead® HydroGuide® Winch Systems Leading the Industry: First Self Deploying Boom Optional hydraulic level - ing jacks simplify setup HydroGuide® HG 12 Winch The new HydroGuide® HG12 winch has an industry first patent pending self - deploying downrigger. The new HG12 puts advanced design to practical use: no more heavy lifting or positioning of cumbersome pieces in con- stricted manholes - the boom is conveniently raised and lowered by hydraulics and extends to the required length. Support legs are dropped into place and adjusted. The HG12 winch is designed to maximize efficiency and minimize setup time and effort for pipe bursting, slip lining, pipe pulling, cable pulling and swage lining. Setup and teardown can be done in minutes, not hours. The bottom • Industry's first and only hydraulic boom • 12 tons of pulling force • Optional track unit • Optional hydraulic leveling jacks line is less labor and more profit. The solid, dual capstan design offers constant pulling force over the entire cable length and helps reduce cable wear. Remote control and a pow- erful downhole light put the operator in better control of the burst process. HydroGuide® HG20 Winch The HG20 winch's compact design increases maneuverability, simplifies transport and allows setup in tight areas. With 40,000 Ibs (178 KN) of pull, the HG20 has the power to handle longer and larger bursting jobs. As with all HammerHead winches, the HG20 provides continuous tension and the line speed adjusts to the bursting speed automatically. r 0!1- 0; i8_1 0 HammerHead® impactor® Pipe Bursting Systems The next generation of pipe bursting equipment. HOD is connected to the air supply and posi- tioned to drill out to a manhole. Setting up in a grassy right of way can help to significant- ly reduce traffic disruption. The stem is pushed through to the next manhole and drilled up to the surface launch site. Stem can be pushed through partially collapsed pipes - eliminating the need to pothole and dear blockages. Simple and Reliable Design Smart Hammer Technology"m • Stops and starts similar to a downhole hammer • Pull to start, push to stop • Air vents when stopped Free - Floating Body and Striker • Body floats on distributor shaft • Drill stem is isolated from impact The new pipe can be The IMPACTOR tool is Excavation can be fused in advance or in attached to the drill significantly reduced by process when space is stem, then pulled into retrieving the Impactor` restricted. The pipe is the old pipe. When device ffrhoo the receiv- connected to the pulling force is applied, o g ce IMPACTOR tool via an the IMPACTOR tool HDPE adapter. activates and bursts the old pipe. When the operator stops pulling, the IMPACTOR tool stops. Front Feed Option Blade Set Striker High Power • 110 psi - 200 psi (8 bar - 14 bar) Body • 500+ blows per minute Versatile • Rear feed option makes unit Distributor adaptable to other forms of static pull HammerHead Impactor Devices • Power increases as job progresses Rear Feed option - Manhole exiting is a patented process of Earth Tool Company LLC, US PATENT 6,299,382 81. HammerHead® Pneumatic Systems On Location Contractors Paid by the Foot... Not by the Hour Green Bay, Wisconsin Pipe sizes: 18" (450 mm) to 22" (550 mm) Pipe type: Clay to HDPE Total footage: 2,700'(823 m) Equipment: HG20 winch, 16" (400 mm) tool, front mounted burst head, tractor effect Rockford, Illinois Pipe sizes: 10" (250 mm) to 16" (400 mm) Pipe type: Clay to HDPE Total footage: 2,700'(823 m) Equipment: Two HG8 winches, 16" (400 mm) tool, front mounted burst head, full body expander, manhole exit West Memphis, Arkansas Pipe sizes: 24"(610 mm) to 24" (610 mm) Pipe type: Reinforced concrete to HDPE Total footage: 470'(143 m) Equipment: HG20 Winch, 16" (400 mm) tool, front mounted burst head, manhole exit Bombay, India Pipe sizes 8" (200 mm) to 10" (250 mm) Pipe type: Clay to HDPE Total footage: 15,000'(4,572 m) Equipment: 8" (200 mm) tool, manhole exit Wichita Falls, Texas Pipe sizes: 6" (150 mm) to 8" (200 mm); 15" (380 mm) to 20" (500 mm) Pipe type: Clay, concrete to HDPE Total footage: 44,000'(13,411 m) Equipment: HG8 winch, HG20 winch, 7" (180 mm) tool, 16" (400 mm) tool, front mounted burst head, manhole exit Riyadh, Saudi Arabia Pipe sizes: 22"(560 mm) to 26" (660 mm) Pipe type: Asbestos cement to HDPE Total footage: 4,200'(1,280 m) Equipment: 16" (400 mm) tool, front mount ed burst head, lubrication Brooklyn, New York Pipe sizes: 12" (300 mm) to 12"(300 mm) Pipe type: Asbestos concrete to HDPE Total footage: 3,306'(1,008 m) Equipment: 12" (300 mm) Air Impactor and D33x44 Navigator HDD Edinburgh, Scotland Pipe sizes: 12" (300 mm) to 16" (400 mm) Pipe type: Clay to HDPE Total footage: 130'(40 m) Equipment: 15 ton winch, 16" (400 mm) tool, front mounted burst head, manhole exit Jekyl Island, Georgia Pipe sizes: 8" (200 mm) to 8" (200 mm) Pipe type: PVC to HDPE Total footage: 170'(52 m) Equipment: 8" (200 mm) Air Impactor and D33x44 Navigator HDD Pneumatic Pipe Bursting Tool Specifications 3" �I 3" (75 mm) 51" (129.5 cm) 65 It (29 kg) 32 cfm (900 L /mine 110 psi (7.6 bar) "' 11.44' [29.1 cm) Weight 4 465 Ib (211 kg) - - -- - - - - -- 5 4 (10 cm) HG12 5-1/8' 5.125" (130 mm) 62" (1581 cm) 214 ib 197 kg) 98 - — cfm (2,800 L /mini _ — - - 110 ps 7 bar) -- 14.969 kg „w bask �-�- _ "6 b" (15 cm) HG12 5-3/4' k 5.75 (145 mm) 71'i18O.9colt 305 Ib 138 g -- -- - 132 cfm 13,7 00 L /minl - -- -- 110 psi 6 bar; -- — - -- - 6- 8" (15 - 20 cm) HG12 7" AR + I -- 7 (180 rnml— — 77 "95 o m! Ib ( �2 kg .35 n :6.700 L rnlm 7 ps 76 tar, 1 T - - - - -- 8- 0 (20 -25 cm; I 8 An 8 200 mm1 1 ^1` (256.3 cm i —511 �i 900 10 (408 kgi 308 3,700 L nin -110 7 HG12 - -- - - - -- - — — i H 'o b 1 8 14 :2C 36 m HG12. HG20 12' AR f 1 —'—Y— 12 1300 mm) 91 (231 4 ml -- 1.568 Id i711 kg 600 Cf, 17 L m r) 1� Osi 6 Ca' 18 r30- 46 ; n) H�� G I(-- 16 AR t 16 400 mm) -- 97 12 G 4 m. - -' -- — 2,701 It 1225 kg 1 _ - 1 - -- - -) 05C f 9.7v T - - -0 - -- -- HG 1 - -- 1-- 0 24' AR t 24' [600 r 117' (295 9 cml 9.931 r ,'' 1 i 3 7.6 7a 16 24 61 1 ,� "�0 4 -- ` b 14459 Rg 1 OC 48.1J_ bari .31 . :i and large, ---- - - - - -, tA1r Reverse Tools.J' HydroGuide® Winch Specifications Model HG12 Pull Capacity D. .080' 5/3" 4.0 rr Length 1.550 It 18' Speed- 47 fpm Width 36.0 HP 70" 67" 171" 7ns m — ) 16 mml L 703 kg) � 5.49 rnl 14.3 mpmj* 126 5 kwl ' 178 crm 5.900 Ib (169 cm) t434 _ 000' 8" -- r amt (2.676 kg) *- HG2O _ to 0 0 ml 22 mml 2.840 It 19 0288 k ) r5 t9 m)�* g— 30 tarn 36 Hr 3 a 81 nu 9i rnpm 26 5 nw 2 66" 159 7.000 its 168 a1u -- - - -- -- - - 404 rmi 3.175kg1° -brie speed automancai!', adjusts to burst speee. ° TWeigh. without cable. ** *With extensions. Air Impactoe Specifications Length 3 32" (81 cm) 36.5' (92.7 cm) w /thread stub Diameter 1 11.44' [29.1 cm) Weight 4 465 Ib (211 kg) Blows Per Minute - - - - - -- 5 509 - cnerQ Source ^ ^.mcress.d air - 110 psi i8 bar, 2,-',0 c- bar, i Dr'.11 Class 14.969 kg „w bask "SIC 36.7" (93.2 cm) 46_8" (118.9 cm) w /locking sleeve 14.75' (37.5 cm) 725 ib 1329 kg) -- - - - - -- — 50C Cc i. _sed ..110 ps B bare 200 psi {14 bari 500. i 141 t SC I —in 1686 ; ail.( 33. b 114 969 kg) ou'Ibaar Earth Tool Company LLC reserves the right to make changes in engineering, design and specifications: add improvements: or discominue manufacturing al any 'Ile without notice or obligation. HAMMERHEAD MOLE. HYDROGUIDE and HAMMERHEAD LOGO are registered trademarks of Earth Tool Company LLC in the U.S. and'or other countries VERfvIEER. VERM14EER LOGO and NAVIGATOR are registered trademarks of Vermeer Manufacturing Company in the U.S. and'or other countries. PIPE BURSTING is a patented method of British Gas. License inquiries should E forwarded to LOGO ian Technologies. are Box 85, Carlisle. PA 170 Vermeer USA. 02003 Earth Tool Company LLC. All Rights Reserved L209 • 02/04.10k H. FIA 1 Y70 Q The following specification describes 8" and 12" Air Impactor" Pipe Bursting Tools with Smart Hammer TechnologyT"^. Warranty A one year warranty must cover the tool while running within specified air pressure and pullback force. Horizontal Directional Drill Requirements The tool must connect to 24.000; 33.000 and 55,000 class machines. Blows Per Minute The tool must deliver a minimum of 509 bpm (8 ") or 500 bpm (12 ") while running at specified air pressure and pull back force. Independent Body and Striker The body and stiker mechanism must free float on the shaft connected to the drill rod and isolate the drill rod and drill from impact force. Pulling The tool must be able to pull a new HDPE pipe. Valve The tool must have drill rod actuated spool valve for sure starting. Wear Rings The tool must utilize wear rings on the striker to eliminate metal -to -metal contact, provide easier staring and reduce tool rebuild costs. Internal Access The tool must be able to be disassembled and repaired in the field using commonly available hand tools. Tool Specifications 8" Air Impactor Pipe Bursting Tool Warranty One Year HOD Requirements 24,000: 33.000 and 55,000 class Blows Per Minute 509 Body and Striker Function Independent from drill rod Pulling Via Adaptors Valve Drill rod actuated Wear Rings On Striker Internal Access With hand tools Body Characteristics Single Piece Tool Weight 335 1 b (152 kg) Tool Diameter 11.44" (29.1 cm) Tool Length 32.0" (81.3 cm) Operating Pressure 110 PSI 17.6 bar) to 200 psi (13.8 bar) Air Consumption 300 cfm (8.495 L,/m) Rear Feed Capable Yes 12" Air Impactor Pipe Bursting Tool Warranty One Year HOD Requirements 24,000: 33,000 and 55.000 class Blows Per Minute 500 Body and Striker Function Independent from drill rod Pulling Via Adaptors Valve Drill rod actuated Wear Rings On Striker Internal Access With hand tools Body Characteristics Single Piece Tool Weight 736 1 b (334.5 kg) Tool Diameter 14.75" (37.5 cm) Tool Length 36.7" (93.2 cm) Operating Pressure 110 PSI (7.6 bar) to 200 psi (13.8 bar) Air Consumption 500 cfm (14,158 L/m) Rear Feed Capable Yes Earth roof Company Lt C esewes the rrght to make onaoges fi engineering, design and specifications: add improvements: or discontinue ,m.anw,, tore at any time without notice or obligation. HammerHead Mole and Impactor d(- registered trademark and HammerHead Logos are trademarks of Earth root Company LLC, OconomowOC, WL ©2003 Earth Tool Company LLC. An Rights Reserved.. Body Characteristics The body must be a single piece assembly. MNN[g#jVTM INCenbacters Paid Rif Ike feet Not BYtbe Hour HammerHead Product Support • Toll Free 800.331.6653 (USA ONLY) • +1262.567.8833 (International) • www.hammerheadmole.com aauaaaaa a�.aa a�.uv •. vaa�.. .i. ».... •.. .. ..+�.+. .-- .�.... ».. ...... » — »--J ____ _ ___..__ __ _� .___ _�_ _ ___ About Us ■ Come See Us What's New? HammerHead® Impactor® - Specifications Specification 8" (200 mm) 12" (30 Length 32.0" (81.3 cm) 36.7"(9 Diameter 11.44" (29.1 cm) 14.75' (3 Weight 465 Ibs (211 kg) 725 Ibs ( Blows Per Minute 509 50 Body and StrikerFunction Independent from Drill Rod Independent f Pulling Via Adaptors Via Ad Valve Drill Rod Actuated Drill Rod Wear Rings On Striker On St Internal Access Via Hand Tools Via Han Body Characteristics Single Piece Single Energy Source Compressed Air: 110 - 200 psi (7.6 bar - 13.8) [262 - 498 cfm (7419 - 14101 Um)] Compressed Air: 110 bar) [360 - 714 cfm Drill Class 24,000 Ibs (10,886 kg) 33,000 Ibs (14,969 kg) 55,000 Ibs (24947.58 kg) 24,000 Ibs 33,000 Ibs 55,000 Ibs (2 Rear Feed Capable Yes Ye Printable Specifications (PDF) Printable_Spedfications F, j- Adohe� Other Links Adobe Reader, Pneumatic Pipe Bursting Systems Brochure (PDF) HDDlimpactor Pipe Bursting Method Mainline Sewer Pipe Burstinq_ Method Specifications Mainline Potable Water Pipe Bursting Method Specifications 411 {1 iN T11 �1 http: / /www.hammerheadmole.com/ Specification _Pages /impactor_specs.htm 10/18/2004 HammerHead - World Class Tools for Contractors Paid by the Foot ... Not by the Hour. Page 2 of 2 Earth Tool Company LLC PC Box 3. Oconomowoc. Wl 53066 Call Toll Free 1- 800 -331 -6653 ernail:info`!harrnrnerheadrnole .corn (2003 ETC All rights reserved _Terms of Use http: / /www.hammerheadmole.com/ Specification _Pages /impactor_Specs.htm 10/18/2004 E�20 PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE. CA, 0 (619)741 -56431 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 N V 0 I C E San Diego (619) 443 -7867 1./22/20041 19912 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) 443 -8960 TO (619)921- 2003 00 ENCINITAS BLVD TR.UNKED SEWER. ENCINITAS BLVD 40 LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: JOSE TERMS: NET 30 DESCRIPTION DATE AMOUNT SPEC SERV - PUMPING 11/22/2004 NOTE: PORTAL TO PORTAL 111122/2004 NOTE: DRIVER. RECORD HRS & GALS 11/22/2004 ------ - - - - -- t // - -- INTEREST RATS OF 1�.5 °..' /o PER MONTH'dVILL c BE CHARGED ON ALL ACCOUNTS OVER 30 DAYS PAST DUE. _Y =,'3P ----------- - - - - -- / ------ - - - - -- - - -- $r5-- - - - - -- ------ - - - - -- * ** *HAPPY THAfKS IVING * * ** PLEASE PAY I F M Hj S i 349I CUSTOMER ' DRIVEIEI No * * * * * * * * * * * * * * S I T E P R 0 F I * * * .* * * * SITE NO. 0001 SITE TYPE 0 TANK SIZE DESCRIPTION RA: ;: SEWAGE TRUCE: SIZE DEPTH SPM TO 5AM TANK COND DRAIN COND MAP PAGE CLEANOUT Y PRIOR SERVICE FREQUENCY N PERIOD 00 NEXT SERVICE F % W IN, Check #: G SIX, Cash Amt: f —AA—",2 01+ 00000 1 11/0 9/2004 11/09/2004 In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein, the above hereby agrees to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to all persons, which damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste, and 2) to indemnity, defend against and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs, expenses, damages and liabilities, including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste, that because of the nature of the activity, damage to real or personal property may occur. Notviithstanding the foregoing, the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur whether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. CONT: o A PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)?41 -56431 06525 METROPOLITAN CONSTRUCTION 0614 TROY Sr." SPRING VALLEY CA 919?7 PO# I N; V O I C E 1t/22/20041 199121 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (a FAX (619) 443 -8960 O�V 1 (619)921 -2003 ENCINITAS BLVD TRUNKED SEWER RUTH: JOSE ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 TERMS: NET 3 DESCRIPTION - -- DATE AMOUNT SPEC SERV AM 11/22/2004 NOTE: PORTAL TO PORTAL 11/22/2004 NOTE: DRIVER RECORD HRS & GALS 11/22/2004 ------ - - - - -- ----- - - - - -- - -Sl --- 7- Tv - - - - -- TERMS: 1 °/y }0, T .INTEREST RATE, OF 1!5% PER MONTH WILL 8&- @H*fiE LL ACCOUNTS OVER 30 DAYS PAST DUE. l�f�y- - -- - -- L / ------ - - - - -- ------------ _ i � •mac^ 00 * ** *HAPPY THANKSGIWINQ * * ** CUSTOMER/)C DRIVER SITE NO. 0001 SITE TYPE DESCRIPTION RAW SEWAGE DEPTH 8-PM TO 5AM TANK COND MAP PAGE CLEANOUT FREQUENCY N PERIOD y l a-p,6w 6v/,irss) F% G % W% S 0 TANK SIZE TRUCK S i uE DRAIN COND Y PRIOR SERVICE 00 NEXT SERVICE Check #: Cash Amt: J 00000 1 11/109/12004 11/09/2004 In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to all persons. which damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste; and 2) to indemnify, defend against and hold Atlas Pumping Service harmless from any and all claims, actions, proceedings, suits, costs, expenses, damages and liabilities, including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste. that because of the nature of the activity, damage to real or personal property may occur. Notwithstanding the foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occ:ir whether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. nnirnkiAi FAC�OMPANYI MPING SERVICE OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -5643 06525 METROPOLITAN CONSTRUCTION 0614 TROY ST SPRING VALLEY CA 91977 V O I C E 1t/23/20041 199124 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) 443 -8960 1 j t l 113t° l (619)921-2003 �- ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CI - PO# RUTH: JOSE TERMS: NET 30 ` DESCRIPTION DATE AMOUNT SPEC SER.V - PUMPING 11/23/2004 NOTE: PORTAL TO PORTAL 111/23/2004 NOTE: DRIVER. RECORD HRS & GALS 11/23,2004 _ _ -6�� / ------------ L'�__ 30 _ _ _ Lam_ - - -_ TERMS: t % 10 NET 30. INTEREST RATE OF 1!5 °10 PER MONTH WILL `''BE CHARGED O L CCOUNTS OVER 30 DAYS PAST DUE. �J�------ - - - - -- --- - - - - -- ------ -�� - 5 -k-, -- �0- �-------- 1-- - - - - -- / ------------ THANK Y& FOR YOUR BUSINESS CUSTOMER DRIVER SITE NO. 0001 SITE TYPE 0 DESCRIPTION RAW SEWAGE DEPTH SPM TO 5AM TANK COND MAP PAGE CLEANOUT Y FREQUENCY N PERIOD 00 f/ 000 64,o, F% W% G % SIX T K SIZE UCK SIZE RAIN COND PRIOR SERVICE NEXT SERVICE Check #: Cash Amt: yak 00000 1 11/09/2004 11/09/2004 In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to all persons. which damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste; and 2) to indemnify, defend against and hold Atlas Pumping Service harmless from any and all claims, actions, proceedings, suits, costs, expenses, damages and liabilities, including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste; that because of the nature of the activity, damage to real or personal property may occur. Notwithstanding the foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur whether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. F MPING SERVICE MPANY Of ATLAS PORTABLE SERVICE. INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -5643 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 N V 0 I C E 1�1/23/2004I 19912 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP ) FAX (619) 443 -8960 16 11 (619)921 -2003 g I� ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKE VIEW & I -5 ENCINTAS CA 92024 CI PO# AUTH: JOSE TERMS: NET 30 DESCRIPTION DATE AMOUNT SPEC SERV - PUMPING 11/23/2004 NOTE: PORTAL TO PORTAL 11/23/2004 NOTE: DRIVER RECORD HRS & GALS 11/23/2004 1.�L ykeD ��2d_ -ask Z _ , ------ - - - - -- --------- - - - -TE M9.0 1%a 10 T+7E7`-3 .7NfiEREST RATI OF Y5% PER MONTH WILL BE CHARGED ON ALL ACCOUNTS OVER 30 DAYS PAST DUE. —� ------ - - - - -- - - - - -`� -- ` - - - -- - - - - -- / j ------ - - - - -- THANK YOU FOR YOUR BUSINESS PLEASE PAY FRAM THIS INVOIC CUSTOMER SITE NO. DESCRIPTION DEPTH MAP PAGE FREQUENCY F% G % TOTAL /may "o 0001 SITE TYPE 0 RAW SEWAGE 8PM TO 5AM TANK COND CLEANOUT Y N PERIOD 00 W% SIX, TANK SIZE TRUCK SIZE DRAIN COND PRIOR SERVICE NEXT SERVICE Check #: Cash Amt: l (. 23-oc 00000 1 11/09/2004 11/09/2004 In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to all persons. vihich damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste; and 2) to indemnity, defend against and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs, expenses, damages and liabilities, including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste. that because of the nature of the activity.. damage to real or personal property may occur NolvAthstanding the foregoing, the above acknoviledges the risk therein and assumes the liability for any such loss or damage that may occur whether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. ORIGINAL A A PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -5643 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 I N V O I C E 1t/18/20041 198480 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) 443 - 8960`` (619)921 -2003 ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: JOSE TERMS: NET 30 --------- - - - - -- / / ------ - - - - -- Tau VnrT PnR VnTTR RTIGTNESS PLEASE PAY FROM THIS INVOICE CUSTOMER * * * * * * * * * * * * * * S I T E SITE NO. 0001 SITE TYPE DESCRIPTION RAW SEWAGE DEPTH 8PM TO 5AM TANK COND MAP PAGE CLEANOUT FREQUENCY N PERIOD 0 DRIVER &Aemx 4 111 // -,IP- 1701 P R O F I L E * * * * * ** 0 TANK SIZE TRUCK SIZE DRAIN COND Y PRIOR SERVICE 00 NEXT SERVICE F % W % Check #: G % S% Cash Amt: * * * * 00000 1 10/15/2004 10/15/2004 In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to all persons. %lihich damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste; and 2) to indemnify, defend against and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs, expenses, damages and liabilities. including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weibht as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste. that because of the nature of the activity, damage to real or personal property may occur Notwithstanding the foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occ ,r whether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. r1 Cill21N DI DESCRIPTION DATE AMOUNT 1V 44 / SPEC SERV - PUMPING 11/18/2004 NOTE: PORTAL TO PORTAL 11/18/2004 NOTE: DRIVER RECORD HRS & GALS 11/18/2004 - y _2 ,il =r ---------------- - - - - -- / / ------ - - - - -- F ---- -J ------- TERM9.7QToiCr9E–T _3(T TNTMEST RAT11OF 1151% PER M'.3M -R 171- T - - - -- BE CHARGED ON ALL ACCOUNTS OVER 30 DAYS PAST DUE ------------------------------ / / ------ - - - - -- --------- - - - - -- / / ------ - - - - -- Tau VnrT PnR VnTTR RTIGTNESS PLEASE PAY FROM THIS INVOICE CUSTOMER * * * * * * * * * * * * * * S I T E SITE NO. 0001 SITE TYPE DESCRIPTION RAW SEWAGE DEPTH 8PM TO 5AM TANK COND MAP PAGE CLEANOUT FREQUENCY N PERIOD 0 DRIVER &Aemx 4 111 // -,IP- 1701 P R O F I L E * * * * * ** 0 TANK SIZE TRUCK SIZE DRAIN COND Y PRIOR SERVICE 00 NEXT SERVICE F % W % Check #: G % S% Cash Amt: * * * * 00000 1 10/15/2004 10/15/2004 In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to all persons. %lihich damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste; and 2) to indemnify, defend against and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs, expenses, damages and liabilities. including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weibht as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste. that because of the nature of the activity, damage to real or personal property may occur Notwithstanding the foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occ ,r whether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. r1 Cill21N DI A A E�9 PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE. CA 92040 (619)1141 -5643 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 I N V O I C E San Diego (619) 443 -7867 1./15/20041 195912 North County (760) 480 -7867 1 -800- 491 -PUMP (7867) FAX (619) 443 -8960 (619)921 -2003 ENCINITAS BLVD TRUNKED SE 2 ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: JOSE TERMS: NET 30 DESCRIPTION ;gdor -,�s e SPEC SERV - PUMPING NOTE: PORTAL TO PORTAL p DATE 11!15!2004 11/18/2004 AMOUNT NOTE: DRIVER RECORD HRS & GALS 11/18/2004 ______ — -- TrRRS. 1 `� TTRt _7'37 M717 -R -PS"T RAT ff OF ?5' %o PER MONTH VJILL ---- - - - - -- E CHA fyfp& ALL ACCOUNTS OVER 30 DAYS PAST DUE. 13aek a i(f -- -� -- - - - - -- ! ! ------ - - - - -- 1 V il1L ��� THANK YOU FOR YOUR BUSINESS n PLEASE PAY F OM THIS INVOICE 'T CUSTOMER k DRIVER / * * * * * * * * * * * S SITE NO. 0001 SITE TYPE 0 TANK SIZE 00000 DESCRIPTION RAW SEWAGE TRUCK SIZE 1 DEPTH 8:30AM -4PM TANK COND DRAIN COND MAP PAGE CLEANOUT Y PRIOR SERVICE 11/09/2004 FREQUENCY N PERIOD 00 NEXT SERVICE 11/09/2004 F % W IN, Check #: G % SIX, Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the follov.,ing: 1) tqx fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to a" persons, which damage mak„ result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste: and 2) to indemnify, defend against and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs, expenses. damages and liabilities, including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste that because of the nature of the activity, damage to real or personal property may occur. Noty. ithstanding the;: foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur •,.!hether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise_ A A PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -5643) 06525 METROPOLITAN CONSTRUCTION 5614 TROY ST SPRING VALLEY CA 91977 I N V 0 I C E 1�/18/20041 198913 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) (619)921 -2003 ENCINITAS BLVD TRUNKED S ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 a o CONT: PO# AUTH: JOSE TERMS: NET 30 DESCRIIPPTION SPEC SERV - 0, /d/-, , PUMPING DATE 11/18/2004 AMOUNT NOTE: PORTAL TO PORTAL 11/18/2004 NOTE: DRIVER RECORD HRS & GALS 11/18/2004 'L0-------------------- - - - - -- / / ------ - - - - -- Sta ^f 1 ------- 'IT114EI 3II.7N1cRErT RATit OF 1i5'% PER PvTDfi� H-V CI - - - - -- BE CHARGED ON ALL ACCOUNTS OVER :0 DAYS PAST DUE rah i S ti _Z = ------------------------ TOTAL �-- THANK YOU FOR YOUR. BUSINESS PLEASE PA OM THIS INVOICE y CUSTOMER DRIVER 2 07 * * * * * * SITE NO. DESCRIPTION DEPTH MAP PAGE FREQUENCY F% G % * * * * * * * 0001 RAW SEWAGE 8:30AM -4PM N W% S% * S I T E P R 0 F I L E * * * * * * * * * * * * * * SITE TYPE 0 TANK SIZE 00000 TRUCE: SIZE 1 TANK COND DRAIN COND CLEANOUT Y PRIOR SERVICE 11/09/2004 PERIOD 00 NEXT SERVICE 11/09/2004 a C- c- L-P Check #: Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein, the above hereby agrees to the following: 1) to fully and completely, v/aive and release any and all claims for damage to persons and property, whether real Dr personal, and to all persons. which damage may result of or in any gr ay relate to pertain to Atlas Pumping Service's removal of liquid waste; and 2) to indemnify. defend against and hold Atlas Pumping Service harmless from any and all claims, actions, proceedings. suits, costs. expenses, damages and liabilities. including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid viaste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste. that because of the nature of the activity, damage TO real or personal property may occur Notwithstanding the foregoing. the abo,.,e acknowledges the risk therein and assumes the liability for any such loss or damage that may Occur v,hether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. ORIGINAL A A F71 MPING SERVICE MPANY OF ATLAS PORTABLE SERVICE. INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -56431 06525 I N V O I C E lt/18/20041 198914 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) 443 -8960 V\ (619)921-2003 A„0, METROPOLITAN CONSTRUCTION ENCINITAS BLVD TRUNKED SEWERv'' 8614 TROY ST ENCINITAS BLVD LAKEVIEW & I -5 SPRING VALLEY CA 91977 ENCINTAS CA 92024 CONT: PO# RUTH: JOSE TERMS: NET 30 DE CP.IPTION DATE AMOUNT (?N SPEC SEP.V - PUMG 11/18/2004 NOTE: PORTAL TO PORTAL 11/18/2004 NOTE: DRIVER RECORD HRS & GALS 11/18/2004 ------------------------ - - - - -- / / ------ - - - - -- !/ -- - - - - -- ------------- TFRIV19 :7"'- 777ET367NTE1�5rRATL�OF tI5- 'r;PEr?r1 tVTlILNILi. BE CHARGED ON ALL ACCOUNTS OVER 30 DAYS PAST DUE. ------------------------ - - - - -- / ------ - - - - -- ------------------------------ / ------ - - - - -- G % S% Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the following: 1 } to fully and completely waive and release any and all claims for damage to persons and property. whether real or personal. and to all p- rsons, vihlch damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste and 2) to indemnify, defend against and gold Atlas Pumping Service harmless from any and all claims. actions, proceedings, suits, costs, expenses, damages and liabilities; including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste: that because of the nature of the activity. damage to real or personal proper',' may occur. Notwithstanding the foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur !jhether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. ^OI/_IAIAI TOTAL THANK YOU FOR YOUR BUSINESS PLEASE CUSTOMER PAY FROM THIS INVOICE DRIVER I T E P R 0 F I L E SITE NO. 0001 SITE TYPE 0 TANK SIZE 00000 DESCRIPTION RAW SEWAGE TRUCK SIZE 1 DEPTH 8:30AM -4PM TANK COND DRAIN COND MAP PAGE CLEANOUT Y PRIOR SERVICE 11/09/2004 FREQUENCY N PERIOD 00 NEXT SERVICE 11/09/2004 ON `A�, A 9,50 7r7T I F % W % Check #: G % S% Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the following: 1 } to fully and completely waive and release any and all claims for damage to persons and property. whether real or personal. and to all p- rsons, vihlch damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste and 2) to indemnify, defend against and gold Atlas Pumping Service harmless from any and all claims. actions, proceedings, suits, costs, expenses, damages and liabilities; including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste: that because of the nature of the activity. damage to real or personal proper',' may occur. Notwithstanding the foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur !jhether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. ^OI/_IAIAI "PUMPIN0,4030FRIF-cr- SETABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -56431 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 I N V O I C E 11/17/20041 198479 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) 443 -8960 (619)921 -2003 ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: JOSE TERMS: NET 30 DESCRIPTION DATE AMOUNT 7%s SPEC SERV - PUMPING 11/17/2004 NOTE: PORTAL TO PORTAL 11/17/2004 NOTE: DRIVER RECORD HRS & GALS 11/17/2004 cL-es� - -- ---- - - - - -- / / ------ - - - - -- ------- ------ TE' t1E7`30.71J?EREST RATI OF 5`o PER P�I0IqTHn71CI_ - -- --- BE CHARGED ON ALL ACCOUNTS OVER 30 DAYS PAST DUE. ------------------------ - - - - -- / / ------ - - - - -- ------------------------ - - - - -- TOTAL T14AUR VOIT VOR V011R RTTSTNRGtti �1 PLEASE PAY FROM THIS INVOICE CUSTOMER * * * * * * * * * * * * * * S I T E SITE NO. 0001 SITE TYPE DESCRIPTION RAW SEWAGE DEPTH 8PM TO 5AM TANK COND MAP PAGE CLEANOUT FREQUENCY N PERIOD DRIVER P R 0 F I L E * * * * * * * * * * * * * * O TANK SIZE 00000 TRUCK SIZE 1 DRAIN COND Y PRIOR SERVICE 10/15/2004 00 NEXT SERVICE 10/15/2004 F % W% Check #: G % S% Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to ail persons, which damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste: and 2) to indemnity, defend against and hold Atlas Pumping Service harmless from any and all claims, actions, proceedings, suits, costs, expenses, damages and liabilities, including attorney's fees. The above acknowledges that Atlas Purrying Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste & in locating containers of liquid waste. that because of the nature of the activity, damage to real or personal property ma; occur. Notwithstanding the foregojng. the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur v.lhether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise A A FACOMPANY MPING SERVICE OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -56431 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 I N V O I C E 1t/16/20041 198478 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) 443 -8960 ``-4 (619)921-2003 \` ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: JOSE TERMS: NET 30 DESCRIPTION DATE AMOUNT 6 Xt S -0 1,2_5-1b<_ SPEC SERV - PUMPING 11/16/2004 NOTE: PORTAL TO PORTAL 11/16/2004 NOTE: DRIVER RECORD HRS & GALS 11/16/2004 Sob �sf $sQo --T safe`,D J T ERIDIS`i7o77 TMEf?E5TR.4TKOF'(7 bFERMQ r{ TLS - - - - -- -- BE CHARGED ON ALL ACCOUNTS OVER 30 DAYS PAST DUE. �= Aoiw - - -- / ------ - - - - -- -- 55M - -- - -- ----- - - - - -- / / ------ - - - - -- TOTAL'' THANK YOU FOR YOUR BUSINESS PLEASE PAI FROM THIS INVOICE CUSTOMS SITE NO. DESCRIPTION DEPTH MAP PAGE FREQUENCY DRIV * * * * * * S I T E P R O.F I L 0001 SITE TYPE 0 RAW SEWAGE 8PM TO 5AM TANK COND CLEANOUT Y N PERIOD 00 y * * * * * * * * * * * * * * TANK SIZE 00000 TRUCK SIZE 1 DRAIN COND PRIOR SERVICE 10/15/2004 NEXT SERVICE 10/15/2004 F % W% Check #: G % S% Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein, the above hereby agrees to the follovAng: 1) to fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to all persons. kvhich darnage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid viaste: and 2) to indemnify, defend against and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs, expenses, damages and liabilities, including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid Io aste removal and that the above understands that In removing liquid waste or in locating containers of liquid waste, that because of the nature of the activitv darnage to real or personal property m,ay occur. No'DVithstanding the foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur whether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. n nitl INIAI A A PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -56431 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 I N V O I C E San Diego (619) 443 -7867 1- 800 - 491 -PUMP (7867) 1t/16/20041 198788 North County (760) 480 -7867 (619)921 -2003 FAX (619) 443 -8960 ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: TERMS: NET 30 DESCRIPTION DATE AMOUNT SP C SERV - PUMPING 11/16/2004 NOTE: PORTAL TO PORTAL 11/16/2004 NOTE: DRIVER RECORD HRS & GALS 11/16/2004 )w-d 3 q_j^ ------- - - - - -- / / ------ - - - - -- x:30 �� too n!�! S�f�- - - - -- ` RA E1,01 -- . PER . 7-7-1`i7?LT------ Br CHARGED C)Pi ALL ACCOUNTS O� 'EP 3!' GPAST )i,I= �� T C --------------------- �-- - - - - -- P,L��,�1 st _tes to �----------- - - - - -- / PLEASE PAY CUSTOMER THIS INVOICE TOTAL * * * * * * * * * * * * * * S I T E SITE NO. 0001 SITE TYPE DESCRIPTION RAW SEWAGE DEPTH 8PM TO 5AM TANK COND MAP PAGE CLEANOUT FREQUENCY N PERIOD 1,9,04s F% W% G % S% DRIVER P R O F I L E 0 00 � 131 * / *f* * * * * TANK SIZE TRUCK SIZE DRAIN COND NEXT SERVICE Check #: Cash Amt: * * * * * * * 00000 1 11/09/2004 11/09/2004 In consideration of Atlas Pumping Service agreeing to provide the liquid viaste removal services described htrein, the above hereby agrees -.. to the following: 1) to fully and completely waive and release any and all claims for damage to persons and propel- y. .vhethei real or persona;, and to all persons. which damage maw result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste. and 21 to indemnify. defend against and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings. suits. costs, expenses, damages and liabilities. including attorney's fees. Th€ above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid .vast- !r;n, oval and that the above understands that in removing liquid waste or in locating containers of liquid waste. that because of the nature of the activity, dam�lge to real or personal prorwrV�, may occ;;r Notwithstanding the foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage. that may occa:r :�,hether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. ^MI/`_I p I AI PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -56431 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 I N V O I C E San Diego (619) 443 -7867 1- 800 - 491 -PUMP (7867) 1�/15/20041 198477 North County (760) 480 -7867 FAX (619) 443 -8960_ (619)921 -2003 ENCINITAS BLVD TRUNKED SEVER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: JOSE TERMS: NET 30 DESCRIPTION TE AMOUNT 0�5 SPEC SERV - PUMPING 11/15/2004 NOTE: PORTAL TO PORTAL 11/15/2004 NOTE: DRIVER RECORD HRS & GALS 11/15/2004 v -v c, c -- - - - - -- - - - - - I 1'v1S7lo- i NE1 IG.iNTFR17ST /RAT i lz`;:; PFi <; v? G'"rTtiT�L - - - - -- �� / ��� BE CF Afl� &t A L ACCjr7OVER :0 DAYS MAST DUElie ----- d-------------- - -v --- lY /� i f ------ - - - - -- TOTAL PLEASE PAY 0 THIS INVOICE CUSTOMER DRIVER * * * * * * * * * * * * * * S I T E SITE NO. 0001 SITE TYPE DESCRIPTION RAW SEWAGE DEPTH SPM TO 5AM TANK COND MAP PAGE CLEANOUT FREQUENCY N PERIOD �! /i 7/y /t P R 0 F I L E * * * * * * * * * * * * * * 0 TANK SIZE 00000 TRUCK SIZE 1 DRAIN COND Y PRIOR SERVICE 10/115//2004 00 NEXT SERVICE 10/15/2004 F % W% Check #: G % SIX, Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid %vaste removal service; describe:t herein. the above hareb�,, agrees to the foilov,mg_ 1 i to fully and completely naive and release any and ail claims for damage to persons and property, vihether real or personal, and to all persons, hich damage may result of or in any vjav relate to pertain to Atlas Pumping Service's removal of liquid v.,aste; and 2') to indemnify, defend against and hold Atlas Pumping Service harmless from any and ail claims. actions. proceedings, suits, costs, expenses, damages and i +abilities. including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal a.nd that the above understands that in removing liquid waste or in locating containers of liquid waste that because of the nature of tine activity, damage if) read or personal property m3 cccar Note :Ath tandwg the foregoing. the above acknov.ledges the risk therein arid assumes the kahllit; foi any such loss o� damage that may occur .t_e, ^er t b ,Jr'ue of the removal of liquid waste or the movement of vehicles or otherwise_ CONT: A A PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE. CA 92040 (619)741-56431 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 PO# I N V O I C E San Diego (619) 443 -7867 1- 800 - 491 -PUMP (7867) AUTH: JOSE 1t/09/20041 198483 North County (760) 480 -7867 (619)921 -2003 FAX (619) 443 -8960 ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 TERMS: NET 30 DESCRIPTION DATE AMOUNT 75— 42-5 SPEC SERV - PUMPING 11/09/2004 NOTE: PORTAL TO PORTAL 11/09/2004 NOTE: DRIVER RECORD HRS & GALS 11/09/2004 [� f te Li _ 6 =_?��- --- - - - - -- i - - - - -- -TERM 5.7 % -T(T11 7 7T. W TE TES7 RA T1 G 1 A',<: PER M 017 VM,_T - - - -- ACCOUNTS S ED ON ALL OVER 30 DAYS PAST DUE T J - - - - - - - - - - - - - - - - - - - - - - THANK YOU FOR YOUR BUSINESS PLEASE PAY MROM THIS INVOIC CUSTOMER 7/, DRIVER � d7 * * * * * * * * * * * * * * S I T E P R 0 F SITE NO. 0001 SITE TYPE 0 DESCRIPTION RAW SEWAGE DEPTH 8PM TO 5AM TANK COND MAP PAGE CLEANOUT Y FREQUENCY N PERIOD 00 TANK SIZE TRUCK SIZE DRAIN COND PRIOR SERVICE NEXT SERVICE 00000 1 10/15/2004 10/15/2004 r F% W% G % S% Check #: Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein, the above hereby agree; to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property, v.,hether real or personal, and to all persons, which damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste. and 21 to indemnify, defend against and hold Atlas Pumping Service f, harmless from any and all claims, actions, proceedings, suits, costs, expenses. damages and liabilities. including attorneys fees The above acknowledges that t' Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above ;;nderstands that in removing liquid waste or in locating containers of liquid waste that because of the nature of the activity, damage to real or personal property nnay occur. Notviithstanding the foregoing, the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur 'vAiether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. A A PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -56431 06525 METROPOLITAN CONSTRUCTION 3614 TROY ST SPRING VALLEY CA 91977 I N V O I C E San Diego (619) 443 -7867 1- 800 - 491 -PUMP (7867) 1./09/20041 198482 North County (760) 480 -7867 (619)921 -2003 FAX (619) 443 -8960 ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: JOSE TERMS: NET 30 DESCRIPTION DATE AMOUNT SPEC SERV - PUMPING 11/09/2004 NOTE: PORTAL TO PORTAL 11/09/2004 NOTE: D IVER RECORD HRS & GALS 11/09/2004 zN - -- ri- - - - - -& -�Q -- - - - - -- ------ - - - - -- — ---- - - - - -- -TER `7o"1t'NE= .T -F;E'ST RATIOF A PER MONTHWILL - - - - -- S�� - -- e-Y BE CHARGED ON ALL ACCOUNTS OVER 30 DAYS PAST DUE. »1 --------------- / / ------ - - - - -- �� �� S -- - - - -_ _C�------ - - - - -- / / ------ - - - - -- THANK YOU FOR TOTAL YQUR BUSINESS Qtr PLEASE PAY FR M T S INVOICE 1 q CUSTOMER DRIVER * * * * * * * * * * * * * * S I T E P R 0 F I L E * * * SITE NO. 0001 SITE TYPE 0 TANK S ZE 00000 DESCRIPTION RAW SEWAGE TRUCK IZE 1 DEPTH 3PM TO 5AM TANK COND DRAIN COND MAP PAGE CLEANOUT Y PRIOR SERVICE 10/15/2004 FREQUEN N PERIOD 00 NEXT SERVICE 10/15/2004 L o4CY F % W % Check #: G % S% Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the follomving: 1) to fully and completely v,.,aive and release any and all claims for damage to persons and property, whether real or personal, and to all persons. v hich damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste: and 2) to indemnify. defend against and hold Atlas Pumping Service harmless from any and all claims; actions. proceedings, suits, costs, expenses. damages and liabilities, including attorney's fees. The above acknmvledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in remo�jng liquid waste or in locating containers of liquid waste. that because of the nature of the activity, damage to real or personal property Ir,av occur. No%vlthstanding the foregoing, the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur v,,hether it occurs b; virtue of the removal of liquid v✓aste or the movement of vehicles or otherwise. A PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE. CA 92040 (619)741 -56431 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 I N V 0 I C E 1./09/20041 198475 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) 443 -8960 (619)921 -2003 ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: JOSE TERMS: NET 30 DESCRIPTION DATE AMOUNT /I/ tizs SPEC SERV - PUMPING 11,09/2004 NOTE: PORTAL TO PORTAL 11/09/2004 NOTE: DRIVER RECORD HRS & GALS 11/09112004 ,kAfD 6;20 - -A- -7 ?-0- / / ------ - - - - -- -- ( - --- - -- ^I9o�II11 TTT REST RA?i�OF /a FER NfD 7Tii-e^71ci------ ARGED ON ALL ACCOUNTS OVER 3C DAYS ?AST DUF -- �co - - ---- �----- - - - - -- / / ------ - - - - -- ---- - - - - -- / O THANK YOU FOR YOUR BUSINESS TOTAL / 7- PLEASE PA CUSTOMER THIS INVOICE * * * * * * * * * * * * * * S I T E SITE NO. 0001 SITE TYPE DESCRIPTION RAW SEWAGE DEPTH 8PM TO 5AM TANK COND MAP PAGE CLEANOUT FREQUENCY N PERIOD F% W% G% S% DRIVER 1 22 vy P R 0 F I L'V1E * * * * * * * * 0 TANK SIZE TRUCK SIZE DRAIN COND Y PRIOR SERVICE 00 NEXT SERVICE Check #: Cash Amt: * * * * * * 00000 1 10/15/2004 10/15/2004 In consideration of Atlas: Pumping Service agreeing to provide the liquid waste removal services described herem. the above hereby agrees to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property, wnether real or personal, and to all persons. vvlmh damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste- and 2) to indemnify, defend against and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs.. expenses, damages and liabilities: including attorneys fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid v.,aste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste, that because of the nature of the activity, damage to real or personal prope,'y may, occur. Notwithstanding the foregoing, the above ackrovdedges the risk therein and assumes the liability for any such loss or darnage that may occur vlheiher it occurs by virtue of the removal of liquid yvaste, or the movement of vehicles or otherwise. A A PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -5643 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 I N V 0 I C E 11/09/20041 198475 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) 443 -8960 619)921 -2003 ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 CONT: PO# AUTH: JOSE TERMS: NET 30 DESCRIPTION DATE AMOUNT I `7 A725 G ����2 SPEC SERV - PUMPING 11,09/2004 NOTE: PORTAL TO PORTAL 11/09/2004 NOTE: DRIVER t RECORD H�Rr�S & GALS 11/09/2004 / 1 AA I-U. co t + e S ` rr ,1� _fiE -7^'��iStd 7r7r TRA OF ii'> PER I`,40 JTff1".'= - - - -- ARGED ON ALL ACCOUNTS OVER 0 DAYS PAST DUE. -- 5Q00__- - -- ----- - - - - -- / ------ - - - - -- -- - -�-.- ----- �,�.--- - - - - -- / / ------ - - - - -- TOTAL � �� � THANY YOU FOR YOUR BUSINESS PLEASE PA CUSTOMER * * * * * * * * SITE NO. DESCRIPTION DEPTH MAP PAGE FREQUENCY F% G% THIS INVOICE * * * * * *,S I T E 0001 SITE TYPE RAW SEWAGE 8PM TO 5AM TANK COND CLEANOUT N PERIOD W % S% DRIVER P R 0 F L�X * * * * * * * 0 TANK SIZE TRUCK SIZE DRAIN COND Y PRIOR SERVICE 00 NEXT SERVICE Check #: Cash Amt: * * * * * * 00000 1 10/15/2004 10/15/2004 In consideration of Atlas Pumping Service agreeing to provide the liquid waste removai ser -Jces described herein. the above heieby agrees to the follo:ying: 1) to fully and completely waive and release any and all claims for damage to persons and property. whether real or personal, and to all persons v.hich damage may result of or in any way relate to pertain to Atlas Pumping Services removal of liquid waste; and 2) to indemnify, defend against and void Atlas Pumping Service harmless from any and all claims, actions, proceedings, suits, costs, expenses, damages and liaNities inciuding attorney s fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste. that because of the nature of the activity. darnage. to Deal or personal preper'y Inad occur. Notwithstanding the foregoing. the above acknowledges the risk therein and assumes the liability for any such loss or damage that ma,.-: occrlr , hether it occurs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. ORIAINAI CONT: A A PUMPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -5643 06525 METROPOLITAN CONSTRUCTION 8614 TROY ST SPRING VALLEY CA 91977 PO# DESCRIPTION I N V O I C E 10/15/20041 197470 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 - 491 -PUMP (7867) FAX (619) 443 -8960 E'� = Vf 50 (619)921 -2003 ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKEVIEW & I -5 ENCINTAS CA 92024 AUTH: DATE SPEC SERV - LABOR $ PER HR 10/15/2004 ------------------------ - - - - -- ! / ------------------------ - - - - -- ------------------------ - - - - -- TERMS: NET 30 AMOUNT 3343.75 — — — — — — — — — — — — — RAT [/OF 1 /5% PER MON -1-M- Pt- t - - - - -- BE CHARGED ON ALL ACCOUNTS OVER 30 DAYS PAST DUE. ------------------------ - - - - -- / ! ------ - - - - -- ------------------------------ / ! ------ - - - - -- TOTAL THANK YOU FOR YOUR BUSINESS PLEASE PAY FROM THIS INVOICE CUSTOMER DRIVER 3343.75 * * * * * * * * * * * * * * S I T E P R 0 F I L E * * * * * * * * * * * * * * SITE NO. 0001 SITE TYPE 0 TANK SIZE 00000 DESCRIPTION RAW SEWAGE TRUCK SIZE 1 DEPTH 8PM TO 5AM TANK COND DRAIN COND MAP PAGE CLEANOUT Y PRIOR SERVICE 10/12/2004 FREQUENCY N PERIOD 00 NEXT SERVICE 10/12/2004 F % W% Check #: G % S% Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein. the above hereby agrees to the following' 1) to fully and completely waive and release any and all claims for damage to persons and property, whether real or personal, and to all persons, which damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste; and 2) to indemnify, defend against and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs, expenses, damages and liabilities, including attorney's fees. The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the above understands that in removing liquid waste or in locating containers of liquid waste. that because of the nature of the activity, damage to real or personal property may occur. Notwithstanding the foregoing, the above acknowledges the risk therein and assumes the liability for any such loss or damage that may occur whether it acculs by virtue of the removal of liquid waste or the movement of vehicles or otherwise. P R:1�0 MPING SERVICE A COMPANY OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE. CA 92040 '519)741 -554 3 05525 IIETRrtDnr TMAAT CONSMDTT(•rTTON 1111 VL VLlaftll \-V U11 \V\�a1V 0614 TROY ST CT)DTTT(`. V7,r r T: V rA alai-' U1 1 \111V V Il LJL L:1l JlZ J J ! �� I N V L I C E 10/14,12004 197183 San Diego (619) 443 -7867 North County (760) 480 -7867 1- 800 -491 -PUMP (7867) FAX (619) 443 -8960 I9F/11/0Y (619;921 -2003 S?P'N ENCINITAS MDT .INKED SEWER ENCIr;ITAS DL VD TAKE & I -5 E":CINTAS CA 92024 r�# 7ne n mT" m DTure • v CCNT . >, AUTH : .,.,�E ..•P.a 1 Ll 1 EFZ1m1S . NET 30 V\/111 DEu(1RiPTivN car _LLLly _ DTTIfDTATr1 •L Ll+ V 1 V! 11 111V TTr)MV . T)nDM,NT Mn rinDTAr L1V 11:l L V1 \1I""S LJ 1V L VL\171L T'% A TLS TATT L/7\ 1 L AMC 1 C V 11 1 10/ 14; 2004 i n i1 n / -)nnA 1W/ 1 Z 1 L V V T i'i0TV DRIVER RECORD HRS & GALS 10/ 14/2004 \4A 121 - , , � - 4 T ?1�15F1 �I Q TVET`30. T TEREST RATi OF ii. %o PE R MOIV - O 51' SF CHARGED ON ALL ACCOUNTS OVER 30 DAYS PAST DUE. TOTAL rt+TJ7�nTV VnTJ L'nD VnTTV DTTOTTTV00 1 1 1 K 1 V L O R L \J V 1\ L V U 1 1\ 1J U U Pr EAOT; nAV rpnTr mHIC TATVOTnP, L ASE a Rl 1 ♦l/ll 1 U 111 1\..E CUSTOMER\ )3 �L A,�,l A07 DRIVER M I 1 01;7,5-- *Mn ,*DTDAVC nD SATURDAVC* � ��7 L\ V L 1\ 1 L L U V L\ Url.L L \L L L1 x32, 3 solo <�/ %�� any 5 �� 3 M�, F % W %D Check #: G % S °/D Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein, the abme hereto;: agrues to the following: 1) to fully and completely v,,aive and release any and all claims for damage to persons and property. whether real or personal. and to ail persons. which damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste; and 2) to indemnity, defend again: st and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs, expenses. damages and liabilities, including attorneys tr s '7ne above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the abo;-e understands that in removing liquid viaste or in locating containers of liquid waste. that because of the nature of the activity, damage to real or personal p l;k,., „wi,,, occttr. Notwithstanding the foregoing. the about a,-knovjIedges. the risk therein and assumes the liability for any such loss or damage that n a%, occurs b_v virtue of the removal of liqu +d +vvasfe or file movemel ?t of vehicles or othervdise. O T T V U i 1 IJ P R n F T T V L a V 1 1 L L 0TmE ern U 1 1 11 v. nn0� V V 1 c'TE TYIPE O 1 11 a 11 (` '"ANK rN 1 L IIZ.E L.! V LJ 00000 TIT:C('DTi7TTnAT LLIV VIt1111 V11 DIAT.T 04T.7710E L\ t1 UL'J 117'1V!J TRTTCK 1 \VV \ OT7E U1V 1 1 DEPTH °PM TC 5AM TANK COND DRAIN COND "AD DA ^-T. CLEANOUT Y PRIOR SERVICE 10/ 12/2004 1 1711 1 n V L FREQUENCY PERIOD 00 NEXT SERVICE 10,'12/2004 *Mn ,*DTDAVC nD SATURDAVC* � ��7 L\ V L 1\ 1 L L U V L\ Url.L L \L L L1 x32, 3 solo <�/ %�� any 5 �� 3 M�, F % W %D Check #: G % S °/D Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein, the abme hereto;: agrues to the following: 1) to fully and completely v,,aive and release any and all claims for damage to persons and property. whether real or personal. and to ail persons. which damage may result of or in any way relate to pertain to Atlas Pumping Service's removal of liquid waste; and 2) to indemnity, defend again: st and hold Atlas Pumping Service harmless from any and all claims, actions. proceedings, suits, costs, expenses. damages and liabilities, including attorneys tr s '7ne above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid waste removal and that the abo;-e understands that in removing liquid viaste or in locating containers of liquid waste. that because of the nature of the activity, damage to real or personal p l;k,., „wi,,, occttr. Notwithstanding the foregoing. the about a,-knovjIedges. the risk therein and assumes the liability for any such loss or damage that n a%, occurs b_v virtue of the removal of liqu +d +vvasfe or file movemel ?t of vehicles or othervdise. TACOMA PANY NG SERVICE OF ATLAS PORTABLE SERVICE, INC. 12740 VIGILANTE RD. LAKESIDE, CA 92040 (619)741 -56431 06525 METROPOLITAN CO *:STRUCTIOr: 8614 TROY ST SPRING VALLEY CA 91077 I N V O I C E San Diego (619) 443 -7867 1- 800 - 491 -PUMP (7867) 1P/13/20041 197182 North County (760) 480 -7867 (619021 -2003 FAX (619) 443 -8960 to �l°yy ENCINITAS BLVD TRUNKED SEWER ENCINITAS BLVD LAKE1111 & I ENC11.7 CA 92024 CONT: PO# AUTH: JOSE ORTIZ TERMS: NET 30 T EQCDTPTTnTT LATE TMniTrTT LU L \1 LVIv Il VV \1 C. SERV — PUMPING 10/13; 2002 / VL la \.i Ul'1 \V PUMPING NOTE • PORTAL TO Pnp A�fr" r n � 1 Q � � n 04 ''� j• 1�V 1J • PORTAL \1 L 1 V V \1 L 1V/ J/ LV NOTE: DRIVER RECORD qR S & GALS 10/13;2001 o _Sz& ��,j�;ER-ESTRAT�OF S /5'�b PAR ��1�'SNT _105i L_1 - - - -- -- HA GNTS AVERD,3/ S PASTIE %r llledd7`� 7 THA NKTHANK 17nTT T np� vnrrR BTTC!TrjL+CQ \ IvU 1V avv W"L 11uu PLEASL DAY FRQVY HIS INVOIC C ( UST)ME �+ ulvl Lo \ O T T V V 1 1 IL e IT Lln 0001 SITE TYPE U 1 V T. V LESCRI °TIO�: RA:: S °;JADE DEPTH 8P.4 TO 5 A TANK CONL MAP PA/7v r1 vnTTnTTT l+l..l ""-111 V V A. FREQUENCY r. PER 01) T \i O *rTn FRIDAYS nD e1ATTJRDAY.S,* 11V FRIDAYS U VL\ V 1 L \L 1V G % W % S LP \IVER a07 oa F I T E ]L' U '� lif T K SIZE 00000 TRTTCV e17 1 1 \v 1\ u uu DRAIN COND V ppIOR SERL7ICE 10!12; 2004 00 NEXT SERVICE 10/12/2004 Check #: Cash Amt: In consideration of Atlas Pumping Service agreeing to provide the liquid waste removal services described herein, the above ;�ereb; agrees to the following: 1) to fully and completely waive and release any and all claims for damage to persons and property. v✓hether real jr personal. end to all persons v.-hich damage may result of or in any way relate to pertain to Atlas Pumping Services removal of liquid waste; and 2) to indemrafv. defend anairist ann'-,old Atlas Pumping Service harmless from any and all claims.. actions. proceedings, suits, costs. expenses, damages and liabilities inchAing alto; ney s fe, s The above acknowledges that Atlas Pumping Service vehicles shall substantially increase in weight as a result of liquid vr;aste removal 'arid that the abc e under,:'tands that ;n removing liquid waste or in locating containers of liquid waste. that because of the mature of the activity, damage to Itli 07 p= rsonal pal ,orb ; fdotv,ithstanding the foregoing. the above ackno,,vledges the risk therein and assumes the liability for any such loss or damage that ma; c- by virtue of the removal of liquid v,aste or the movement of vehicles or other, =rise. Guideline Specification for the Replacement of Mainline Sewer Pipes By Pipe Bursting �o � 'o `N1 ERIyq*I NG 000 pc�9 *try Standard for1he Rehabilitation of Underground Utilities �■ W:4z%LCE0 I'lic Intcrnation.il P111C BLM,1111�11 -\Ssociau"11 '[Pli \� is I dIN isi"11 "t \A,;:4.( 1Cc G,nuc[ I ry O,in,ra • 1314 f3,df,,rd LIC, '411a� 201 • B.i I rnn(orc. N I D2 1208 - Phi nc 410-480- 154i1 I • Lmail J=ccrli r,�l T", . . . . . . . . . . Th, f,,!l p,, 1 , K" Table of Contents 1.0 General 2.0 Scope of the Work 3.0 Reference Standards 4.0 Qualifications of the Contractor 5.0 Quality Assurance 6.0 Submittals 7.0 Delivery, Storage and Handling of Pipe 8.0 Pipe Bursting Methods 9.0 Pipe Materials 10.0 Material Testing 11.0 Locating Utilities 12.0 Sub - Surface Conditions 13.0 Locating Service Connections 14.0 Pipe Joining 15.0 Bypassing of Flows 16.0 Lubrication 17.0 Service Reconnection 18.0 Restoration 19.0 Field Testing 20.0 CCTV Inspections 21.0 Measurement and Payment APPENDICES APPENDIX 1- Types of Pipe Bursting Equipment APPENDIX 2 - Parameters and Conditions APPENDIX 3 - Sample Bid Tabulation Payments Schedule APPENDIX 4 - HDPE Pipe APPENDIX 5 - British Gas Patents 1.0 General This specification shall cover the rehabilitation of existing sanitary sewers using a Pipe Bursting System. Pipe bursting is a process by which the bursting unit splits and /or fractures the existing pipe while simultaneously installing a new high density polyethylene pipe (HDPE) of the same or larger size into the annulus created by the forward movement of the bursting tool. Pipe Bursting is an alternative to the replacing of underground infrastructure by open cutting. The most commonly used pipe bursting methods are pneumatic or percussive, hydraulic and static. The main difference between methods is the manner in which the force is generated and transferred to the host pipe during the bursting operation. Static systems are hydraulic. while impact systems generally involve a combination of pneumatic and hydraulic technology. For more detailed information on Pipe Bursting Types see Appendix 1. The success of the pipe bursting project is highly dependent on soil conditions, existing pipe material and condition. Burst length coupled with soil conditions, depth and new pipe diameter are critical factors in the planning of the pipe bursting process The International Pipe Bursting Association (IPBA) classifies pipe bursting work into three classifications. These classifications are meant to be used as a general guideline when considering online replacement an existing pipe by pipe bursting. Project Design Classifications 2.0 Scope of the Work 2.1 The Contracting Authority shall provide a description of the work to be done by the Contractor in an Invitation to Bid. Additionally, the Contracting Authority shall make available to qualified bidders, for a fee, a copy of a videotape of the pipe to be burst. Such videotape shall be warranted an accurate reflection of the present condition of the pipe to be burst. The Contractor shall utilize the videotape to determine the work effort needed to replace the existing pipe. Such work to include the requirement for pipe bursting and any requirement for open -cut work necessary to correct sags that currently exist within the existing pipe. 2.2 Based on the description of work provided by the Contracting Authority the Contractor shall submit a bid for the work specified by the Contracting Authority. The Payments Schedule, submitted by the Contractor shall be based either on the description of the work to be done or the Bid Tabulation Payments Schedule provided by the Contracting Authority. Appendix 3 is an example of a Bid Tabulation Payments Schedule. 3.0 Reference Standards American Society for Testing Materials (ASTM), West Conshohocken, PA 14428 1. ASTM D 1238 -99 Existing Pipe New Pipe 3. Classification Depth of Pipe ASTM D 638 -99 Diameter Burst Length 6. ASTM D 3350 -99 Diameter ASTM D 618 -99 8. ASTM D 2837 -98a 9. ASTMD 575 Options A- ROUTINE <12 ft 4 - 12 in Size for Size to 0 - 350 ft 1 Up size B - CHALLENGING TO MODERATELY >12 ft <18 ft 12 - 20 in 2 Up size 350 - 450 ft DIFFICULT C - DIFFICULT TO EXTREMELY > 18 ft 20 - 36 in 3 or more up >450 ft DIFFICULT sizes 2.0 Scope of the Work 2.1 The Contracting Authority shall provide a description of the work to be done by the Contractor in an Invitation to Bid. Additionally, the Contracting Authority shall make available to qualified bidders, for a fee, a copy of a videotape of the pipe to be burst. Such videotape shall be warranted an accurate reflection of the present condition of the pipe to be burst. The Contractor shall utilize the videotape to determine the work effort needed to replace the existing pipe. Such work to include the requirement for pipe bursting and any requirement for open -cut work necessary to correct sags that currently exist within the existing pipe. 2.2 Based on the description of work provided by the Contracting Authority the Contractor shall submit a bid for the work specified by the Contracting Authority. The Payments Schedule, submitted by the Contractor shall be based either on the description of the work to be done or the Bid Tabulation Payments Schedule provided by the Contracting Authority. Appendix 3 is an example of a Bid Tabulation Payments Schedule. 3.0 Reference Standards American Society for Testing Materials (ASTM), West Conshohocken, PA 14428 1. ASTM D 1238 -99 2. ASTM D 1505 -98 3. ASTM D 790 -00 4. ASTM D 638 -99 5. ASTM D 1693 -00 6. ASTM D 3350 -99 7. ASTM D 618 -99 8. ASTM D 2837 -98a 9. ASTMD 575 4.0 Qualifications of the Contractor 4.1 The Contractor shall be certified by tr,t, pipe bursting system manufacturer as a fully trained user of the pipe bursting system. Operation of the pipe bursting system shall performed by trained personnel. Such training shall be conducted by a qualified representative of the pipe bursting system manufacturer. The Contracting Authority may require that the Contractor provide certificates of training for any employee directly involved in the supervision or operation of the pipe bursting system. 4.2 Polyethylene pipe jointing shall be performed by personnel trained in the use of butt - fusion equipment and the recommended methods for new pipe connections. Personnel directly involved with installing the new pipe shall receive training in the proper methods for handling and installing the polyethylene pipe. Such training shall be conducted by a qualified representative of the fusion equipment manufacturer. Installation of other materials shall be performed by personnel qualified by the specific product manufacturer. 3 4.3 The Contractor shall hold the Contracting Authority and Engineering Firm whole harmless in any legal action resulting from patent infringements The chart below is a suggested guideline for the Contracting Authority to utilize in pre - qualifying Contractor experience requirements. It is intended as a guideline only. Job Classification Job Value Minimum Requirements A- Routine $500,000 or Verification by the manufacturer less that Contractor personnel are trained on the use of the equipment. B - Challenging $1.000,000 Verification by the manufacturer to Moderately or less that Contractor personnel are Difficult trained on the use of the equipment. A minimum of 5,000 feet of experience in Class Aor more difficult jobs. B - Challenging $1,000,000 Verification by the manufacturer to Moderatelv or more that Contractor personnel are Difficult trained on the use of the equipment. A minimum of 5,000 feet of experience in Class A or more difficult jobs.Cumulative Class A and B Income of $1,000.000 C - Difficult to $1,000,000 Verification by the manufacturer Extremely or less that Contractor personnel are Difficult trained on the use of the equipment. A minimum of 10,000 feet of experience on Class Bjobs, to include 3,000 feet of 20" or larger diameter C - Difficult to $1.000,000 Verification by the manufacturer Extremely or more that Contractor personnel are Difficult trained on the use of the equipment. Aminimum of 10,000 feet of experience on Class Bjobs, to include 3.000 feet of 20" or larger diameter. Cumulative Class B and C Income of $1,000.000 5.0 Quality Assurance The Contractor is solely responsible for quality assurance during the length of the project. The contractor is be responsible for any costs associated with corrective measures required to replace or repair items not meeting the quality standards specified by the Contracting Authority. 6.0 Submittals - The Contractor shall submit the following items for review and approval by the Contracting Authority in accordance with the Contract Documents. Approval of the submittals by the Contracting Authority shall be obtained prior to ordering pipe materials and /or the start of the pipe replacement process. 6.1 Certifications of training by the pipe bursting systems manufacturer stating that the operators have been fully trained in the use of the pipe bursting equipment by an authorized representative of the equipment manufacturer. Alternately the contractor may provide a letter of intent of training, to include course outline, from an authorized representative of the equipment manufacturer. 6.2 Contractors not licensed by British Gas must possess such a license prior to the start of the project. Alternately the Contractor my provide proof of payment to be made by a licensed Equipment Manufacturer. 6.3 Certifications from the pipe manufacturer of training in the proper method for handling and installing the new pipe. 6.4 Certifications of training by the pine fusion equipment manufacturers that the operators have h.: en fully trained in the use of the fusion equipment by an authorized representative of the equipment manufacturer. 6.5 Detailed construction procedures. and layout plans to include sequence of construction. 6.6 Locations, sizes and construction methods for the service reconnection pits. 6.7 Methods of construction, reconnection and restoration of existing service laterals. 6.8 Detailed descriptions of the methods of modifying existing manholes. 6.9 Detailed procedures for the installation and bedding of the new pipe in the launching and receiving pits. 4 6.10 Sewer bypass plans, methods and list of equipment to be utilized. 6.11 Description of the method to remove and dispose of the host pipe, if required. 6.12 The safety plan in conformance with the Contract Documents and OSHA regulations. 6.13 Manufacturer's technical date showing complete information on material composition, physical properties and dimensions of the new pipe and fittings. Manufacturer's recommendations for transport, handling, storage, and repair of pipe and fittings shall be included. 6.14 Traffic control plans. 6.15 Project schedule. 6.16 Contingency plans for the following potential conditions: a. Unforeseen obstruction(s) causing burst stoppage, such as unanticipated change(s) in host pipe material, repair section(s), concrete encasement(s) or cradle(s), buried or abandoned manhole(s) or changes in direction not depicted on maps provided by the Contracting Authority. b. Substantial surface heave occurs due to the depth of the existing pipe vs. the amount of upsizing C. Damage to existing service connections and to the replacement pipeline's structural integrity and methods of repair. d. Damage to other existing utilities. e. Loss of and return to line and grade. f. Soil heaving or settlement. 7.0 Delivery Storage and Handling of Pipe and Materials 7.1 The Contractor shall transport, handle, and store pipe and fittings as recommended by manufacturer. 7.2 New pipe and fittings that are damaged before or during installation it shall be repaired or replaced, as recommended by the manufacturer or required by the Contracting Authority. The costs of such repair or replacement shall be borne by the Contractor and be accomplished prior to proceeding with the project. 7.3 The Contractor shall deliver, store and handle other materials as required to prevent damage. Materials that are damaged or lost shall be repaired or replaced by the Contractor at no additional expense to the Contracting Authority 8.0 Methods of Pipe Bursting The most commonly used methods for pipe bursting are static and impact force. Static systems are hydraulic, while impact systems generally involve a combination of pneumatic and hydraulic technology. The main difference between methods is the manner in which the force is generated and transferred to the host pipe during the bursting operation. The pipe bursting tool shall be designed and manufactured to force its way through existing pipe materials by fragmenting the pipe and compressing the old pipe sections into the surrounding soil as it progresses. The bursting unit shall generate sufficient force to burst and compact the existing pipeline. See manufac- turer's specifications for what size tool should be used in what diameter of pipe, as well as parameters of what size tool for percentage of upsize allowed. The pipe bursting tool shall be pulled through the sewer by a winch or rod located at the upstream manhole. The bursting unit shall pull the polyethylene (PE) pipe with it as it moves forward. The bursting head shall incorporate a shield /expander to prevent collapse of the hole ahead of the new pipe insertion. The pipe bursting unit shall be remotely controlled. Replacement pipe that is sectional shall be pushed as well as pulled behind the bursting head. The bursting action of the tool shall increase the external dimen- sions sufficiently, causing breakage of the existing pipe at the same time expanding the surrounding_ground sufficiently to pull or pull /push in the new pipe. 9.0 Pipe Materials Polyethylene Plastic Pipe shall be high- density polyethylene pipe and meet the applicable requirements of ASTM F714 Polyethylene (PE) Plastic Pipe (SDR -PR) Based on Outside Diameter or AWWA C906, ASTM D1248 and ASTM D3350. (See Appendix 4) Other pipe materials, if specified, shall be defined in Section 9.6. 9.1 The Contractor shall install a new pipe sufficient in diameter to renew the sewer to the required flow capacity as specified by the Contractor Authority. (See Appendix 6 - Comparative Flow Characteristics) 9.2 The Contractor shall install pipe made of virgin materials. Rework pipe obtained from the manufacturer may be installed with the consent of the Contracting Authority. 9.3 The new pipe shall be homogenous throughout and shall be free of visible cracks, holes, foreign material, blisters, or other deleterious faults. 9.4 Dimension Ratios: The wall thickness (SDR) of the new HDPE pipe shall conform to the recommendations of the Pipe Manufacturer or as approved by the Contracting Authority. 9.5 The material color of the new pipe shall be as shall be as specified by the Contracting Authority. 9.6 Other Pipe Materials a. Vitrified Clay Pipe (VCP): VCP Micro tunneling pipe shall meet the requirements of ASTM C1208 and the Standard Practice for Installing Vitrified Clay Pipe Lines. b. Reinforced Plastic Mortar Micro Tunneling Pipe. (RPM): RPM pipe shall meet the requirements of ASTM D3262 or AWWA C950. c. Steel Pipe: Steel Pipe shall meet the requirements of AWWA C200. d. Ductile Iron Pipe: Ductile Iron Micro Tunneling Pipe shall meet the requirements of AWWA C110 and shall be specifically designed for jacking by the pipe manufacturer. e. Polyvinyl Chloride (PVC) Pipe: Polyvinyl Chloride Pipe shall be a restrained joining type such as Certa- LokT"' or YelomineTM and conform to the requirements of ASTM D2241 and /or AWWA C900 or C905, with a DR11 rating. 10.0 Material Testing The Contractor shall notify the Contracting Authority at the completion of each burst segment. The Contracting Authority may, at its option, conduct an inspection of the new pipe to determine the condition of the pipe subsequent to the burst. Defects, which in the opinion of the Contracting Authority affect the integrity of strength of the pipe, shall be repaired or replaced by the Contractor at no additional cost to the Contracting Authority. 11.0 Locating Utilities The Contracting Authority shall provide the Contractor with all documents relating too the location of utilities adjacent to the pipe to be replaced. The Contractor shall, prior to starting work, verify the location of all adjacent utilities. The minimum clearance from other utilities shall be approximately two feet. The Contracting Authority may at its discretion reduce the minimum clearance. The Contractor shall expose all interfering and crossing utilities by spot excavating at the planar intersection of the pipe and removing the soil from around the utility. The cost of exposing these utilities shall be borne by the Contracting Authority. 12.0 Sub - Surface Conditions When Pipe Bursting is specified, the Contracting Authority will furnish the Contractor with all the necessary information listed in the Contract Documents. The Contractor shall verify this information in the field. All additional subsurface investigations deemed necessary by the Contractor to complete the work shall be included in the Bid Proposal at no additional cost to the Contracting Authority. Copies of all reports and information obtained by the Contractor shall be provided to the Contracting Authority. The minimum depth of cover over the installed pipe shall be ten times the amount of displacement from the diameter of the existing pipe or 3 feet (0.91m) from the top of the existing pipe, whichever is greater. The Contractor may, with the prior approval of the Contracting Authority reduce the minimum depth of cover. A minimum amount of ground heaving may be allowed, as determined by the Contracting Authority, if soil conditions are not favorable and up- sizing of the pipe is required. Unless otherwise noted in the Contract Docurents, settlement or heaving of the ground surface during oi ifter construction will not be allowed. The Contractor is solely responsible for the costs for repairing any surface heaving unless specified otherwise in the contract documents 13.0 Locating Service Connections The Contractor shall locate all and expose all sewer service connections prior to pipe insertion to expedite reconnection. The Contractor shall exercise due diligence in excavating the existing pipe sufficiently to allow for uniform circumferential expansion of the existing pipe through the service connection pit. Upon commencement of the bursting process, pipe insertion shall be continuous and without interruption from one entry point to another, except as approved by the Contracting Authority. Upon completion of insertion of the new pipe, the Contractor shall expedite the reconnection of services to minimize any inconvenience to the customers. 14.0 Pipe Joining The polyethylene pipe (HDPE) shall be assembled and joined at the site using the butt - fusion method to provide a leak proof joint. Threaded or solvent- cement joints and connections are not permitted. All equipment and procedures shall be used in strict compliance with the manufacturer's recommendations. Fusion shall be preformed by technicians certified by a manufacturer of pipe fusion equipment. The butt -fused joint shall be true alignment and shall have uni- form rollback beads resulting from the use of proper temperature and pressure. The joint shall be allowed adequate cooling time before removal of pressure. The fused joint shall be watertight and shall have tensile strength equal to or greater than that of the pipe. All joints shall be subject to acceptance by the Contracting Authority prior to insertion. The Contractor shall cut out and replace defective joints at no additional cost to the Contracting Authority. Any section of the pipe with a gash, blister, abrasion, nick, scar, or other deleterious fault greater in depth than ten percent (10 %) of the wall thickness (ASTM 585), shall not be used and must be removed from the site. However, a defective area of the pipe may be cut out and the joint fused in accordance with the procedures stated above. In addition, any section of the pipe having other defects such as concentrated ridges, discoloration, excessive spot roughness, pitting, variable wall thickness or any other defect of manufacturing or handling as determined by the Contracting Authority shall be discarded and not used. Terminal sections of pipe that are joined within the insertion pit shall be connected with a mechanical coupling (e.g. a full circle stainless repair clamp), Electro Fusion Couplings (e.g. Central Plastics or equivalent) or a non -shear restraint coupling. All connections shall be in conformance with the manufacturer's installation procedures. 15.0 Bypassing of Flows The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer main during the execution of the work, and shall also bypass the main sewer flow around the pipe to be replaced, or into adjacent sanitary sewers, if available. The pumps and the bypass lines shall be of adequate capacity and size to handle all flows with- out sewage backup to private property. The Contractor shall be solely responsible for clean -up, repair, property damage costs and claims resulting from failure of the diversion system. approval a description of the bypass pumping method. The Contractor, at the sole discretion of the Contracting Authority, may plug the main line sewer at an existing upstream Manhole or by any other method specified in the contract documents and approved by the Contracting Authority. The Contractor shall submit to the Contracting Authority specifications for all pumping equipment to be used on the job (including all sizing calculations) and a list of all backup pumping equipment to be held in reserve on the job site. The pumps and by -pass lines shall be of adequate capacity and size to handle all flows. All costs for by -pass pumping, required during installation of the pipe shall be subsidiary to the pipe reconstruction item. 16.0 Lubrication Lubrication shall be used if in the opinion of Contractor such lubrication is necessary to ensure the successful completion of the job. The Contractor shall use a lubricant approved by the Contracting Authority. 17.0 Service Reconnection The Contractor, after a suitable relaxation period shall reconnect all service connections as approved by the Contracting Authority. The installed pipe shall be allowed the manufacturer's recommended amount of time (Appendix 4 - High Density Polyethylene (PE) Pipe), but not less than four (4) hours, for cooling and relaxation due to tensile stressing prior to any reconnection of service lines. Service connections shall be reconnected to the pipe by using connectors approved by the pipe in;inufacturer and in conformance with the specified installation procedure. Service connections shall be wrap type around saddle connections (e.g. FERNCO or equivalent), Cast Iron w/ Gasket, T Connection (e. g, Inserta -T or equivalent or Electro Fusion (e.g. Central Plastics, Phillips Driscopipe, Plexco or equivalent) Connections to the existing service pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425. Joint deflection limits and lateral connections shall meet the maximums indicated in ASTM C12 and C425. The slope of the existing lateral toward the newly installed sewer main shall be maintained at the existing percent. For reconstructed laterals, a minimum slope of two percent (2 %) or as specified by the Contracting Authority is required. The Contractor shall submit to the Contracting Authority for Connection of the new service lateral to the mainline shall be accomplished by means of a compression -fit service connection. The service connection shall be specifically designed for connection to the sewer main being installed, and shall be Inserta Tee as manufactured by Fowler Manufacturing Co or equivalent and installed using procedures and equipment as referenced in manufacturer's written installation instructions. Connection Types Available for All Mainlines 18.0 Restoration 18.1 Restoration of Manholes The Contractor shall restore all manholes and associated surface areas to their original condition or as required by the Contracting Authority and specified in the description of work Prior to restoring manholes the installed pipe shall be allowed the manufacturer's recommended amount of time, but not less than four (4) hours, for cooling and relaxation due to tensile stressing prior to the sealing of the annulus or backfilling of the insertion pit. Sufficient excess length of new pipe, but not less than two (2) to four (4) inches, shall be allowed to protrude into the manhole to provide for occurrence. Restraint of pipe ends shall be achieved by means of Central Plastics Electro Fusion coupling or equivalent. The electro fusion couplings shall be slipped over pipe ends against manhole wall and fused in place. Installation of electro fusion couplings shall be done in accordance with the manufacturers recommended procedures. Following the relaxation period, the newly installed pipe shall be restrained and sealed at the Manhole in accordance with the manufacturers recommended procedures and with a material approved by the Contracting Authority. Restoration of the bottom of the Manhole shall be done as follows: a. For restorations less than or equal to three inches grout shall be used. The grout design mix shall meet or exceed 500 psi (3,447 kPa) compressive strength at 28 days. The Contractor may, with the approval of the Contracting Authority, incorporate grout additives to improve flow properties, provided that the minimum compressive strength requirements are met. b. For restorations greater than three inches concrete shall be used. Concrete shall be as specified in the Contract Documents. 18.2 Restoration of Pits The Contractor shall restore all lateral, launching pits and associated surface areas to their original condition or as required by the Contracting Authority and specified in the description of work. Prior to backfilling lateral and launching pits the Contractor shall ensure that the new pipe is properly supported and on the required grade. Stone or other suitable material, approved by the Contracting Authority, shall be used immediately under the new pipe as support in order to avoid sagging after backfill and compaction. 19.0 Field Testing The Contractor shall after the existing sewer is completely replaced perform an internal inspection with a television camera and videotape. The finished tape shall be continuous over the entire length of the sewer between two manholes or as specified by the Contracting Authority. The newly installed pipe shall be visibly free of defects, which may affect the integrity or strength of the pipe. If in the opinion of the Contracting Authority such defects exist the pipe shall be repaired or replaced at the Contractor's expense. Any section of the pipe with a gash, blister, abrasion, nick, scar, or other deleterious fault greater in depth than ten percent (10 %) of the wall thickness shall not be used and must be removed from the site. 20.0 CCTV Inspections The Contractor shall perform post installation internal television inspections as required by the Contracting Authority. Each reach of sewer shall have audio description with appropriate stationing of services indicated. The data and stationing are to be on the video. All such inspections shall be performed by personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Post construction video tapes are to be submitted to the Contracting Authority for review prior to final payment. Should any portion of the inspection tapes be of inadequate quality or coverage, as determined by the Contracting Authority, the Contractor will have that portion video taped at no additional expense to the Contracting Authority. All original video tapes remain property of the Contracting Authority. The Contractor may, at the discretion of the Contracting Authority retain second copy. GASKETTED GASKETTED TYPES BELLSDR 35 BELLIPS /SCH 40 PVC Hub ASTM D3034 SDR 35 ASTM D3034 SDR 26 Rubber Boot ASTM C443 ASTM C443 Band 301 SS 301 SS Screw 305 SS 305 SS Housing 301 SS 301 SS Gasket ASTM F477 ASTM F477 18.0 Restoration 18.1 Restoration of Manholes The Contractor shall restore all manholes and associated surface areas to their original condition or as required by the Contracting Authority and specified in the description of work Prior to restoring manholes the installed pipe shall be allowed the manufacturer's recommended amount of time, but not less than four (4) hours, for cooling and relaxation due to tensile stressing prior to the sealing of the annulus or backfilling of the insertion pit. Sufficient excess length of new pipe, but not less than two (2) to four (4) inches, shall be allowed to protrude into the manhole to provide for occurrence. Restraint of pipe ends shall be achieved by means of Central Plastics Electro Fusion coupling or equivalent. The electro fusion couplings shall be slipped over pipe ends against manhole wall and fused in place. Installation of electro fusion couplings shall be done in accordance with the manufacturers recommended procedures. Following the relaxation period, the newly installed pipe shall be restrained and sealed at the Manhole in accordance with the manufacturers recommended procedures and with a material approved by the Contracting Authority. Restoration of the bottom of the Manhole shall be done as follows: a. For restorations less than or equal to three inches grout shall be used. The grout design mix shall meet or exceed 500 psi (3,447 kPa) compressive strength at 28 days. The Contractor may, with the approval of the Contracting Authority, incorporate grout additives to improve flow properties, provided that the minimum compressive strength requirements are met. b. For restorations greater than three inches concrete shall be used. Concrete shall be as specified in the Contract Documents. 18.2 Restoration of Pits The Contractor shall restore all lateral, launching pits and associated surface areas to their original condition or as required by the Contracting Authority and specified in the description of work. Prior to backfilling lateral and launching pits the Contractor shall ensure that the new pipe is properly supported and on the required grade. Stone or other suitable material, approved by the Contracting Authority, shall be used immediately under the new pipe as support in order to avoid sagging after backfill and compaction. 19.0 Field Testing The Contractor shall after the existing sewer is completely replaced perform an internal inspection with a television camera and videotape. The finished tape shall be continuous over the entire length of the sewer between two manholes or as specified by the Contracting Authority. The newly installed pipe shall be visibly free of defects, which may affect the integrity or strength of the pipe. If in the opinion of the Contracting Authority such defects exist the pipe shall be repaired or replaced at the Contractor's expense. Any section of the pipe with a gash, blister, abrasion, nick, scar, or other deleterious fault greater in depth than ten percent (10 %) of the wall thickness shall not be used and must be removed from the site. 20.0 CCTV Inspections The Contractor shall perform post installation internal television inspections as required by the Contracting Authority. Each reach of sewer shall have audio description with appropriate stationing of services indicated. The data and stationing are to be on the video. All such inspections shall be performed by personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Post construction video tapes are to be submitted to the Contracting Authority for review prior to final payment. Should any portion of the inspection tapes be of inadequate quality or coverage, as determined by the Contracting Authority, the Contractor will have that portion video taped at no additional expense to the Contracting Authority. All original video tapes remain property of the Contracting Authority. The Contractor may, at the discretion of the Contracting Authority retain second copy. 21.0 Measurement and Payment The Contractor shall complete an application for payment for work accomplished up to the date stated in the application for payment. The application for payment shall be submitted no more than once per month or as otherwise agreed to by the Contracting Authority Payment shall be based on the Payments Schedule and paid in accordance with the terms and conditions of the contract The price per foot installed of the pipe specified shall include full compensation for furnishing all labor, materials, tools, equipment and back up equipment (necessary for pipe bursting, pipe; transportation and technical competence, saw cutting, traffic control, excavation, shoring and backfilling per the manufacturers' instructions and /or per the Contract Documents; off -site disposal of all refuse and excess material; de- watering as necessary; bypassing sewer mains and live serv- ice connection flows; service reconnections; rebuilding existing Manhole inverts, bottom and channel to match newly installed pipe; CCTV inspection, temporary and permanent restoration of surfaces and pavement and all appurtenant work. Pipe shall be measured along the longitudinal axis between the ends as laid. shall include the actual pipe in place and shall exclude the inside dimensions of the Manholes. Replacement and modification of the Manhole inverts and bottoms shall be considered as part of the trenchless pipe replacement operation, and no additional compensation will be allowed. Alternately payment shall be based on a payments schedule. Such a schedule to be developed by the Contracting Authority and included in the Request for Proposal (RFP), Request for Quote (RFQ) or Invitation to Bid (ITB). An example of a payments schedule can be found in Appendix 3 - Sample Bid Tabulation Payments Schedule. APPENDIX 1 TYPES OF PIPE BURSTING EQUIPMENT General Various types of specialized equipment are utilized in pipe burst- ing projects. The various types of equipment are generally unique to each of the generic methods. The main difference between methods is the manner in which the force is generated and transferred to the host pipe during the bursting operation. Static Pipe Bursting Static Pipe Bursting uses static forces that are generated using potential energy. A pulling force is applied to a tapered or blunt nosed bursting head through the rods, chain or cable and is simply pulled through the old pipe. This causes the pipe to fail in tension by the radial force applied to the pipe wall from by bursting head within the pipe. As the bursting head advances, the old pipe is fragmented and the new pipe line is simultaneously installed. The static pipe bursting winch equipment is modeled after high - powered hydraulic jacks, mounted horizontally, or a high tension drum type of winch. Winching forces of up to 225 tons are typical for this method. This method is used in pipes 4- inches to 40- inches in diameter or larger. Pneumatic Pipe Bursting Pneumatic Pipe Bursting is done by creating an impact load in the pipe by applying a "hoop" stress into the pipe causing it to burst in tension. This technique uses a pneumatic bursting head with a properly sized expander, and relies on percussive hammering action to break out the old pipe in which the tool travels. Simultaneously the new replacement pipe is installed into the space created by the pneumatic bursting head and expander. A winch cable is attached to the nose of the bursting head to maintain correct line and grade by providing constant pulling tension and enhancing the percussive force. Winching forces up to 20 tons are typical for this method. This technique is primarily aimed at the replacement of gravity pipes as well as pressure pipes, and has been used in diameters ranging from 4- inches to 54- inches or larger. Hydraulic Pipe Bursting Rather than the pipe being burst from the transfer of a pulling or hammering radial force into the plane of the pipe diameter, the bursting head diameter expands, fragmenting the pipe from the inside. The bursting head is equipped with "petals' which open and close under hydraulic pressure. Using hydraulic cylinders, the bursting head first expands to crack the host pipe, then contracts to allow the winch to pull the pipe string forward, while tension is applied to the nose of the head using a winch cable to maintain directional stability. Hydraulic bursting is primarily used for on -line replacement of sewers and gravity pipelines 6- inches to 20- inches in diameter or larger. APPENDIX 2 PARAMETERS and CONDITIONS Host Pipe Suitable for Bursting 1. Vitrified Clay Pipe (VCP) in diameters 4 -inch to 42 -inch commonly used in sewers and other utilities is very brittle and can be readily burst. The ability to fracture the pipe and I compact the fragments into the surrounding soil make it an ideal pipe to burst. It should be noted that concrete encased point repairs, and at times concrete adjacent to the manholes or structures, may slow -up or stop the bursting process. 2. Concrete Pipe of all sizes has been used in all utilities, except gas service, and may or may not have steel reinforced cage. Normally, 12 -inch diameter and less is non - reinforced concrete pipe and fractures similar to VCP. The amount of reinforcement, i.e. single or double cage will dictate the burst type selection and success. 3. Cast Iron Pipe (CIPI has been used in all utilities except telephone service and can be very brittle but slightly different than VCP. Although fracturing easily, it does require special lead equipment to protect the winch rope from possible damage. Bell and spigot type joints for CIP require a blade -type nose extension to help crack the large cross section of material contained in the joint, i.e. lead, jute or hemp, asphalt and /or elastomeric materials. A HDPE new pipe should have a DR 17 or lower to pre- vent sharp fragments from damaging the pipe. 4. Asbestos Cement (AC) pipe has been used on all utilities and has good bursting features, similar to VCP. AC pipe contains asbestos material which is carcinogenic. Therefore, pipe burst- ing is much safer than dig -up and replace. 5. Plastic Pipes (i.e. PVC, PE, ABS, et al) possess varying degrees of material characteristics. Most plastics must be split longitu- dinally using special cutting blades on nose extensions. This may not permit sufficient soil expansion causing higher friction on the new pipe being pulled in. Normally the fragments are strips and do not cause damage to the new pipe. 6. Steel and ductile iron pipe (DIP) must be split by blades. This process is used in lieu of ripping, bursting or tearing the metal pipe. The new pipe is then pulled into the expanded host pipe. Host Pipe Size Host pipe size will affect both hammer /expander combinations and winch selection. Small diameter host pipe in difficult soil conditions can present problems because a larger, more powerful hammer will not fit inside the host pipe. Special nose tools can be adapted to solve these problems. Host Pipe Depth The depth of the host pipe affects the bursting process in a number of ways, such as: 1. Existence of groundwater or more groundwater depth requires dewatering or additional dewatering. 2. Soil expansion subsequent to the pipe burst may become more difficult due to the additional soil weight. 3. Depending upon the type of soil, upsizing new pipe may require additional soil expansion. 4. Entrance and exit pits will require additional shoring due to required safety procedures. 5. The magnitude of an allowable bend in alignment may re- quire reduction due to the additional soil load. Surrounding Soil Types The type of soil surrounding the host pipe should be identified. Some soil types are easily expanded and remain in the expanded size permitting relative ease for new pipe pull -in. Other soils may be loose and /or running, and may require the use of Bentonite or polymers that provide some structural support, permitting new pipe pull -in. Very weak soils may not support the weight of the pipe bursting equipment and these should be avoided. New Pipe and Size Most pipe bursting projects utilize fused lengths of HDPE pipe. The HDPE wall thickness is identified by the use of its dimensional ratio (DR) for a given size. The DR number is obtained by dividing the wall thickness (t) into the pipes outside diameter (OD) value (i.e. - the lower the DR, the greater the wall thickness). Other pipe material types have been used and these are shown in Section 9.0 of this specification. The ability to up size or install a new pipe larger in diameter than the host pipe is unique to pipe bursting. The amount of up size is limited by a combination of all the host pipe parameters as shown in the Project Design Chart in Section 1 of this specification. Generally, one or twu up sizes can be accomplished (e.g. - 6 -inch to 8 -inch or 8 -inch to 10 -inch constituting a 33% to 67 °10 increase in diameter). Service Excavations In sewer application, service laterals are located by closed circuit television (CCTV) inspection of the host pipeline. In gas applications, locating devices are used. It is recommended that all service laterals be exposed prior to bursting to reduce damage and permit a reduction in time for service reinstate- ment. Excavation of the service lateral pits shall allow for equal 360 degree expansion or bursting of the existing pipe. Launching and Exit Pits Pits are usually located outside of heavy traffic areas, e.g. inter- sections, etc., and generally near manholes to permit gradual APPENDIX 3 SAMPLE BID TABULATION PAYMENTS SCHEDULE The example below is to be used as a guideline in developing a payment(s) schedule for a pipe- bursting project. The actual payments schedule is based on the Contracting Authority's project specification. Bid Item Description Qty Unit Spec # SC# Unit $ Total $ Pipe Bursting 6' - 8" Sewer to 9.05" OD SDR 19, 500 LF 223.1 X 500X HDPE Pipe (0'- 4' Deep) - Pipe Bursting 6" - 8" Sewer to 9.05" OD SDR 19, 750 LF 223.1 X 750X HDPE Pipe (4'- 8' Deep) Pipe Bursting 3" - 4" Service Lateral to 4.5" OD SDR 50 LF 223.2 X 50X 17, HDPE Pipe (0' -4' Deep) - _ - Pipe Bursting 3" - 4" Service Lateral to 4.5" OD SDR 50 LF 223.2 X 50X 17, HDPE Pipe (4'- 8' Deep) - Adjust/Reset Manhole Frame and 32" Diameter 1 EA 224 X X Cover, Up to_One Foot /Reset Manhole Frame and 32" Diameter ,Adjust 1 VF 224 X X Cover, Excess Over One Foot Lateral Connection (PVC to PVC) @ 8" - 12" HDPE 12 EA 225.1 X 12X (0'- 4' Deep) - Lateral Connection (PVC to PVC) @ 8" -12" HDPE 24 EA 225.1 X 24X (4'- 8' Deep) Connection to Existing Manhole 6" Service Lateral 8 EA 220.1 X 8X Connection to Existing Manhole (New HDPE Pipe) 9 EA 220.1 X 9X Soil Backfill 200 CY 242.1 1 X 20OX Sod Replacement 50 SY 242.2 2 X 50X Pavement Removal 75 SY 242.3 1 X 75X Remove Curb and Gutter 25 LF 242.3 1 X 25X Install City Standard Pavement 75 SY 242.4 3 X 75X Install City Standard Curb and Gutter 25 LF 242.4 3 X 25X Open Cut Work 1 CE 250 General Conditions (Max X% of Total Bid) 1 200 Payment and Performance Bond (Max X% Total Bid) 1 201 Testing Allowance 1 203 Total Bid $XXX LF = Linear Feet; EA = Each; V F = Variable Footage CY = Cubic Yard: SY = Square Yard; CE = Contractor Estimate APPENDIX 4 - High Density Polyethylene (PE) Pipe The following links are provided as a source of information on PE pipe. IPBA makes no claim that this list is comprehensive nor is it responsible for the content provided on the sites. Chevron Phillips Chemical Company: http: / /www.cpchem.com ISCO Industries: httpV/www.isco-pipe.com APPENDIX 5 - British Gas Patents For information on British gas patents contact: Advantica, Inc 1170 Harrisburg Pike P.O. Box 85 Carlisle, PA 17013 -0086 USA Tel + 717 243 1900 Fax + 717 243 5564 http: / /www.advantica.biz 0 November 11, 2004 Jose Ortiz Metropolitan Construction P.O. Box 477 Bonita Ca. 91908 Re: Encinitas Trunk Sewer Replacement Change Order Request Daily Extra Work Report 1 & 2 — Unkown 8 -inch Sewer Lateral Dear Mr. Ortiz: We have reviewed the Daily Extra work reports for the subject item (See Exhibit A). Our daily inspection reports for the time in question do not support the substantial amount of time that you have attributed to the delay caused by the subject unknown lateral (See Exhibit B). Therefore, we do not agree with the amount $6,885.99 as summarized from the daily extra work tickets. However, we do agree that Metropolitan Construction incurred additional costs due to the unknown 8 -inch sewer lateral at MH #15. As you are aware, the contingency bid item "Relocate Existing 8 -inch Sewer Lateral" is provided for in the bid schedule. This item was included to provide compensation for such impacts and the amount of $3,220 was listed in your bid for this item of work (See Exhibit Q. Therefore, the City will accept a Change Order request in the amount of $3,220 as compensation to Metropolitan Construction for the subject work as described in Daily Extra Work Reports 1 & 2. If you have any questions concerning this matter please do not hesitate to contact me. Very truly yours, Sean Manning Construction Manager c: Kipp Hefner, Project Manager Encinitas. 003.201 File 4909 Murphy Canyon Road, Suite 220 . San Diego, California 92123 Tel (858) 496 -0500 . 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N N f fA M C6 c ci N N I IA tf N N N N O O f f0 O O O O O 0 0 0 0 0 I In O O O N N V VI O O O Y Y y 0 0 m ( tl9 1 19 6 69 f f9 ( (A f f9 H (H t to ( (H H Hi b b9 v vi t t9 t to v vk O Ni O U ( (n O U D z p O z Y Y y 0 0 O O O O O O c cm) O O 0 0 0 O O O O M 0 O O M M O O 2 am o o a o 0 0 p O o 0 0 O o 0 0 0 0 0 0 0 a W y w w af Ir O Q z 0 U W w z z rn m a W y w w af Ir O Q z 0 U W w z z rn m r)e Moir 400* City of Encinitas Page 1 10!20/2004 fiY��" �� t-I�}t��Nl TAB �, � D#,,�Sty1C�N�{Ry� RI�HARiJBRAC)Y`�Aas�3 �jj�����IZ.Li'N� ������� ' � 5 ���;��� F,N ([]k�f/1► ■■��. � ,{ �oo �yJ�'I�S.." z `� � p{(�+ Q�l_�' \� ,i �fil�S+ll� as€ ��E � is��t11 ����y i xa �� - WIN $ 860,117.25 $ 79,522.50 $ - TTLtIVI': UNIT TY :: UNIT;$` TOTAL$ TOTAL'$ TOTAL$ =; 1 Clearing and =bin LS 1 $6,900.00 $ 6,900.00 10.00% $ 690.00 $ 2 R IacementofMedian, Curb, Landscape LS 1 $34,500.00 $ 3 Shoring and Bracing LS 1 $4,025.00 $ 4,025.00 10.00% $ 402.50 $ 4 Excavation, Backfill, and Recompaction of Launching and Receiving Pits LS 1 $69,000.00 $ 69,000.00 10.00% $ 6,900.00 $ 5 Traffic Control LS 1 $41,400.00 $ 41,400.00 10.00% $ 4,140.00 $ 6 12' HDPE Sewer Pi (Pipe Burst ) LF 2,607 $161.00 $ 419,727.00 390.00 $ 62,790.00 $ 7 12" PVC Sewer Pipe (Open Trench LF 469 $155.25 $ 72,812.25 $ - $ 8 Manholes 0 - 10 Feet depth EA 8 $4,140.00 $ 33,120.00 $ $ 9 Manholes 10 - 16 feet depth EA 6 $5,888.00 $ 35,328.00 $ $ 10 Manholes, Drop Inlet EA 2 $5,750.00 $ 11,500.00 $ $ I I 4 -inch Service Lateral Reconnections EA 1 $1,725.00 $ 1,725.00 $ $ 12 6 -inch Service Lateral Reconnection EA 5 $1,725.00 $ 8,625.00 $ $ 13 8 -inch Service Lateral Reconnection EA 1 $1,700.00 $ 1,700.00 $ $ _ 14 Connection to Existing 12 -inch VC Sewer EA 1 $3,680.00 $ 3,680.00 $ $ 15 Connection to existing 12 -inch PE Sewer EA 1 $3,680.00 $ 3,610.Qaj $ $ 16 Relocate Existing 8 -inch Sewer Lateral (contingency item) EA 1 $3,220.00 $ 3,220.00 $ $ 17 6 -inch Thick Asphalt Concrete (Digouts) (Contingency item) SF 6,000 $7.19 $ 43,140.00 $ $ 18 AgEegate Base (Contingency item SF 6,000 $1.14 $ 6,840.00 $ $ 19 Biaxial Geogrid, Tensar BX -100 or equivalent (Contingency item) SF 1,000 $1.40 $ 1,400.00 $ $ 20 Excavation and Removal of Unsuitable Material (Contingency item) CY 50 $57.50 $ 2,875.00 $ $ 21 Remove Existing 12 -inch Asphalt Concrete Pavement (Digouts) (Contingency item) SF 4,000 $4.03 $ 16,120.00 $ $ 22 Replace Traffic Loops Damaged by Construction Operations LS 1 $14,000.00 $ 14,000.00 $ $ 23 Construction Bypass LS 1 $23,000.00 $ 23,000.00 20.00% $ 4,600.00 $ 24 Water Service Relocation (Contingency item EA 1 $1,800.00 $ 1,800.00 $ $ Subtotal S 860,117.25 Subtotal $ 79,522.50 Subtotal $ CHANGE ORDERS I 2 3 4 5 TOTAL CHANGE ORDER COST Subtotal S $ $ ORIGINAL CONTRACT $ 79,522.50 $ CHANGE ORDERS TOTAL $ $ TOTAL AMOUNT DUE $ 79,522.50 $ LESS RETENTION 10% $ 7,952.25 $ REDUCED RETENTION $71,570.25 LESS PREVIOUS PAY 1 LESS PREVIOUS PAY 2 LESS PREVIOUS PAY 3 LESS PREVIOUS PAY 4 PROGRESS PAYMENT DUE $71,570.25 $71,570.25 PERCENT PAID OF ORIGINAL CONTRACT #DIV /0! PERCENT PAID OF CONTRACT CHANGES #DN /0! PERCENT PAID OF TOTAL CONTRACT #DIV /0! City of Encinitas Page 1 10!20/2004 Confirmation Report— Memory Send Job number Date To Number of pages Start time End time Pages sent Status Job number : 419 419 Jan -27 03:57pm H916197415658 003 Jan -27 03:57pm Jan -27 03:58pm 003 OK Page : 001 Date & Time: Jan -27 -05 03:58pm Line 1 Machine ID *** SEND SUCCESSFUL * ** TRANSMITTAL FORM City 4M oYEaciaitss FAX 760/633 -2815 SOS 5. Vtilcsa Avoaus Ea�iaeos-iag Eaciaitas, CA 92024 -3633 760/633 -2770 GATE frZ7112 7: E;; FAX #: L6l�r)?�f / –l-65� NO. OF PAGES: TO: OF.� �T r21J .po t T /� f^ .� NS -rrzs� c TC cry ADDRESS' PHONE: Q60) SOS- 2'-Z7S Lam, Call ASAP Rvviaw 8c Call Review 8c Retaaa.Y.I. Please I -Tn^cuc Per Our Canvazsataoa Please Reply toy COIVIIV�IVT3: p ,/� —X- -��1f -� TRANSMITTAL FORM City of Encinitas FAX 760/633 -2818 505 S. Vulcan Avenue Engineering Encinitas, CA 92024 -3633 760/633 -2770 DATE SENDTO FAX #: 6V )7`N ., —5 NO.OF PAGES: � TO: OF L-i-�) iD <, t /vt' ) (- (l Or-) ADDRESS: FROM: PHONE: (760)633- ❑ Call ASAP ❑ Review & Call Please Handle ❑ Per Our Conversation COMMENTS: ❑ Review & Return ❑ Please Reply by _ i1 inN.12.2005 12:55PM METROPOLITAN CONST NO. 546 P.2/ METROPOLITAN CONSTRUCTION 8614 Troy St. Phone J6191 741 $643 Pax 019) 741-5558 REQUEST FOR INFORMATION # Dam; JSM" 11 2. 2005 Project Name, Endnftag SaWaVAMTrynk .1tow. olacement TO: OW Encinitas LRMLq� C.I.P- No.: MEOID WIF No,: .-ranglnooring 0giqF-pment Contraclvr Attn: 1900 Hafher From. AM= ►arks Drawing Rat Spea. Refs Subject: Nocjcd Gancrets E'ncasarnent Revp*nse 2y. ABAP In lieu of concrete encasement, MOtropolitan Construction request Permission to use class 200 pVC pipe per Oepartment of Heafth code 64630-E-2, and per California Administration Code- Tore 22. 11 thl i' acceptable please advise. S By-, Jose 0. Ortiz, Admin. RePlY/Solution Date- 1/26/2005 Please provide concrete encasement as specified. Sean Manning �an n,, . By: Dasign 0oroultant;mis signature Dotte: nusty I nn� This document is informational only. The above reply Is intended as a clairification only and does not con ab I for change in contract price stitute basis Immediately. or time. If you do not concur dO not PrOcoad and notify the Construction Manager Forwarded sy,, GOMM Managerms Signature h; w cctsra4lal�tary}tiart�'�7T.wTd Date. Recaived Jan-IZ-2005 ]Z;50 Prom® To- Palo 002 jan-15 -2005 13;55 From- T -137 P.002/002 F -553 C d N METROPOLITAN CONSTRUCTION 8614 T=oy St • phony (6191 741 5643 Pax 1619) 741 -5659 REQUEST FOR INFORMATION 4 OB Question.'? Lksno Na. Mn Spainitas soulevard'1"runk Sewer Rwla+eamont cgeo1D' WiP No. M—MM n conabuWcn G-7 & C+r 90".9.x4 ASAP The subject spocifcation sBCdon TegWres requires ten tittles the amount of displacement from the diameter of the existing pipe or 8 feet from the top of exlsUng pipe, whichever Is greaw. Using the ten times the amount of displac ent is 9" using the 17* expander (10 x 9 Q 90'J. and 11" using the W expander (10 x 11"= 11011. Any pipe cover less than 7.5' is not recommended by the specfications or the manufacturer. Please advise an haw these segments are to be replaced? In specific, manhole 1 to stailon 2 +20 +( statian 4+00 to station 8.00, staCion 11 to uWon 12, and manhole 12 to manhole t8. Impact Heaving vT roadway ajM; 79te: s �iw.800?ey. A berm Land� r Wginator--s Signature Reply /Solution Use the12 -inch expander as submitted on January 18, 2005. If the 17 -inch or Date; 1/26/2005 10 -inch expanders are recommended by the Contractor for future work please provide a written request for approval from the Engineer to reduce the j Sean Manning ° " minimum depth of cover. �y. i1V Design oonolulmnt=-s Signtswre P.O. Bay. 477, 8onka, CA, 91906 -0477 Phone (619)741.S641 Fax (619)7+11 -5688 1u- Ur11Ub?q*r0qryw,0017'W0 Received Jan -13 -2005 13:22 From- To- Pane QD2 January '0. 2005 PtoJe x Name: Date: To: Kipp Hefner Contactor: Ana- aormct No.. Fnarn= Alberta >. as rem mng met Sper. Ref: euthect; Su8•suRmce CON[?MONs Needed Response 13Y Question.'? Lksno Na. Mn Spainitas soulevard'1"runk Sewer Rwla+eamont cgeo1D' WiP No. M—MM n conabuWcn G-7 & C+r 90".9.x4 ASAP The subject spocifcation sBCdon TegWres requires ten tittles the amount of displacement from the diameter of the existing pipe or 8 feet from the top of exlsUng pipe, whichever Is greaw. Using the ten times the amount of displac ent is 9" using the 17* expander (10 x 9 Q 90'J. and 11" using the W expander (10 x 11"= 11011. Any pipe cover less than 7.5' is not recommended by the specfications or the manufacturer. Please advise an haw these segments are to be replaced? In specific, manhole 1 to stailon 2 +20 +( statian 4+00 to station 8.00, staCion 11 to uWon 12, and manhole 12 to manhole t8. Impact Heaving vT roadway ajM; 79te: s �iw.800?ey. A berm Land� r Wginator--s Signature Reply /Solution Use the12 -inch expander as submitted on January 18, 2005. If the 17 -inch or Date; 1/26/2005 10 -inch expanders are recommended by the Contractor for future work please provide a written request for approval from the Engineer to reduce the j Sean Manning ° " minimum depth of cover. �y. i1V Design oonolulmnt=-s Signtswre P.O. Bay. 477, 8onka, CA, 91906 -0477 Phone (619)741.S641 Fax (619)7+11 -5688 1u- Ur11Ub?q*r0qryw,0017'W0 Received Jan -13 -2005 13:22 From- To- Pane QD2 OCT. 8.2004 :29A ]METROPOLITAN CONST' -NO. 634 .F.2 /3. Nil -j- -7,-_ I . ... ... ... _J_ 77 4- -4- OCT. 8.2004 8:29AM METROPOLITAN CONST -.7 P t NO. 634 P.3 /3 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT CATALOG CUT /SHOP DRAWING TRANSMITTAL AND APPROVAL SUBMITTAL NO. 02 PART 1 FOR CONTRACTOR USE FROM METROPOLITAN CONSTRUCTION TO ENGINEERING SERVICES DEPARTMENT B.- APPROVED, EXCEPT AS NOTED ON DRAWINGS, ATTACHED SHEET, RESUBMISSION REQUIRED ENCINITAS BOULEVARD TRUNK SEWER CONTRACT CMD001B FOR: REPLACEMENT THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO. ITEM NO (A) USE SEPARATE FORM FOR EACH SPEC. SECTION (B) A/E RECOMMEND (C) CITY ACTION (D) 6 -1 PROGRESS SCHEDULE B.- APPROVED, EXCEPT AS NOTED ON DRAWINGS, ATTACHED SHEET, RESUBMISSION REQUIRED RESUBMISSION NOT REQUIRED D.- WILL BE RETURNED BY SEPARATE CORRESPONDENCE E.- DISAPPROVED, SEE ATTACHED SHEET NOTE: Approval of items does not relieve the contractor from complying with all requirements of the contract plans and specifications. 7/7/2004 SIGNATURE DATE CONTRACT SPECIFICATIONS REQUIRE FACTORY INSPECTION YES NO X NEW SUBMITTAL IRESUBMITTAL SIGNATURE PART II - FOR DESIGNER USE FROM (DESIGNER) TO ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE (See Column "C ") COMMENTS: SIGNATURE DATE PART III - FOR CITY USE FROM TO METROPOLITAN CONSTRUCTION ENCLOSURES RETURNED. APPROVAL OR DISAPPROVAL INDICATED ABOVE (See Column "D ") ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED (A code letter will be inserted for each item in column D, Section 1 above A.- APPROVED AS SUBMITTED C.- APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO B.- APPROVED, EXCEPT AS NOTED ON DRAWINGS, ATTACHED SHEET, RESUBMISSION REQUIRED RESUBMISSION NOT REQUIRED D.- WILL BE RETURNED BY SEPARATE CORRESPONDENCE E.- DISAPPROVED, SEE ATTACHED SHEET NOTE: Approval of items does not relieve the contractor from complying with all requirements of the contract plans and specifications. 7/7/2004 SIGNATURE DATE NN N' N N'' f j N OD J 1 0) 0 A cj. 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'» to � n Si Si ►`' c ++ c f° » (c - o v + + ' w O N a °' °: '� + T N °o y + F n O O N jD 7 y (O y 3 N 3 Si N N (D ''. m N + o to 0 0 + 3 N oo N O O O m + 5�i w fit + a N + y a m r .� Ot A C A � .ms N N O 0 N N + J N .; v T T y O 7 w y 3 (a y T y o °f 3 fn J 0 + O O + 0 + o g rn o N � O + + N O Of O V7 N + O CD + tO y -0 y 00 7 V 1 + +� co + A 00 D ( + + 8 m co co j ;O' T v + N O _n D y 3 D n A m (o o a A °07 oQ I .. `CD C y N O n p y 0 Q co) 3 Q 3 wM + $ 3 c 3 d N c m � Sz+ _ o - 3 y U 2 V c m g m a OlAi .4, A W',O O m m ff } 1A O O O O O I j 0 0 Ir y = v_ y 3 m 0 -0 SOW W „ w Ip ! N = ao�o mI a = O N fp T7 ! 3 m cn!o c <a + C v O C", V C a 2 °m 3 L._1— - - -- - -- .. �-' ao m m �_-- - - O O N N - - -- _ O OT n' m m O'' O' O 0 O m 1 0 n l < < A A A A < < < A A n —; O O W N O i O O10 y� O -? ,m m p CT W OIp m m,OIO 0 Z0 ? 0 n ' < < < < ! < N Z 0 C) Q � O 1 -+ (r N W J N! N � O -------- oi I �I N '- m z c rl. n Z m o D O w v ! m < O r m fn m Z o� o n CD m O Z N w CD m --I . m ;o C o n z m w m ! z CD o' � I c I O J J Ch N - N N N ) - C N r + 9 �' O m A N � m N NQ U) ' O N. O CD Y4 ;a o 0 m to m m 00) S to �o D + o _ " m w I0 a CA R O d CD H' V R i eb ark Rrac� &Associates Civil Engineers and Construction Managers TRANSMITTAL TO: Kipp Hefner FROM: Sean Manning PROJECT: Encinitas Boulevard Trunk Sewer Replacement SUBJECT: Submittal No. OIA Bypass Plan August 30, 2004 Robert James Morrow Metropolitan Construction Company 82 -204 Hwy 111, Suite C -201 Indio, CA 92201 Re: Encinitas Boulevard Trunk Sewer Replacement Submittal No. 01A Bypass Plan Dear Mr. Morrow: DATE: August 30, 2004 CC: JOB NO.: Encinitas.003 FILE.: We have reviewed the subject submittal. We have the following comments: RECOMMENDED ACTION: REVISE - RESUBMIT 4909 Murphy Canyon Road, Suite 220 • San Diego, California 92123 Tel (858) 496 -0500 9 Fax (858) 496 -0505 August 30, 2004 Page 2 Comments: 1. The resubmittal shall include a plan to bypass the existing sewer between STA 1 +00 to 31 +75. Please identify the bypass plan for the existing sewer by marking contract drawings. (Special Provisions page B -26, 7 -35 and DWGS C -1, C -2 and C -3) 2. The resubmittal shall identify all launching and receiving pits. Please include mark -ups of the contract drawings identifying the locations of the launching and receiving pits. 3. The resubmittal shall show all three backup tanker trucks standing by at the site, and the pumping capabilities of each tanker truck, and the capacity of each tanker truck. (Special Provisions page B -58, 306 - 9.3.7) Should you have any questions, please do not hesitate to contact me. Very truly yours, CITY OF ENCINITAS Kipp Hefner Project Manager cc: Chron File 01A Submittal Review File Richard Brady & Associates . 4909 Murphy Canyon Road, Suite 300 • San Diego, California 92123 Tel (858) 496 -0500 . Fax (858) 496 -0505 R i chard Brady &Associates Civil Engineers and Construction Managers TRANSMITTAL TO: Kipp Hefner FROM: Sean Manning PROJECT: Encinitas Boulevard Trunk Sewer Replacement SUBJECT: Submittal No. 0 1 A Bypass Plan August 30, 2004 Robert James Morrow Metropolitan Construction Company 82 -204 Hwy 111, Suite C -201 Indio, CA 92201 Re: Encinitas Boulevard Trunk Sewer Replacement Submittal No. 01A Bypass Plan Dear Mr. Morrow: DATE: August 30, 2004 CC: JOB NO.: Encinitas.003 FILE.: We have reviewed the subject submittal. We have the following comments: RECOMMENDED ACTION: REVISE - RESUBMIT 4909 Murphy Canyon Road, Suite 220 . San Diego, California 92123 Tel (858) 496 -0500 . Fax (858) 496 -0505 August 30, 2004 Page 2 Comments: 1. The resubmittal shall include a plan to bypass the existing sewer between STA 1 +00 to 31 +75. Please identify the bypass plan for the existing sewer by marking contract drawings. (Special Provisions page B -26, 7 -35 and DWGS C -1, C -2 and C -3) 2. The resubmittal shall identify all launching and receiving pits. Please include mark -ups of the contract drawings identifying the locations of the launching and receiving pits. 3. The resubmittal shall show all three backup tanker trucks standing by at the site, and the pumping capabilities of each tanker truck, and the capacity of each tanker truck. (Special Provisions page B -58, 306 - 9.3.7) Should you have any questions, please do not hesitate to contact me. Very truly yours, CITY OF ENCINITAS Kipp Hefner Project Manager cc: Chron File 01A Submittal Review File Richard Brady & Associates • 4909 Murphy Canyon Road, Suite 300 . San Diego, California 92123 Tel (858) 496 -0500 . Fax (858) 496 -0505 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT CATALOG CUT /SHOP DRAWING TRANSMITTAL AND APPROVAL SUBMITTAL NO. 01 PART 1 FOR CONTRACTOR USE FROM METROPOLITAN CONSTRUCTION TO ENGINEERING SERVICES DEPARTMENT CONTRACT CMD006 ENCINITAS BOULEVARD TRUNK SEWER FOR: TLIC c/11 1 /1�11 �l. Trn �r.� w•..�...���� ��� ��. .. _._. REPLACEMENT _ _._ ITEM NO (A) USE SEPARATE FORM FOR EACH SPEC. SECTION (B) A/E RECOMMEND (C) CITY ACTION (D) 7 -34 BYPASS PLAN ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED (A code letter will be inserted for each item in column D, Section 1 above A.- APPROVED AS SUBMITTED C��OVED, EXCEPT AS NOTED ON DRAWINGS REFER TO B.- APPROVED, EXCEPT AS NOTED ON DRAWINGS, A CHED SHEET, RESUBMISSION REQUIRED RESUBMISSION NOT REQUIRED D.- WILL BE RETURNED BY SEPARATE CORRESPONDENCE E.- DISAPPROVED, SEE ATTACHED SHEET NOTE: Approval of items does not relieve the contractor from complying with all requirements of the contract plans and specifications. 717!2004 SIGNATURE DATE CONTRACT SPECIFICATIONS REQUIRE FACTORY INSPECTION YES NO X I NEW SUBMITTAL RESUBMITTAL SIGNATURE - rvn ur 7RVwCM Uar- ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE (See Column "C ") COMMENTS: � M /� ��_ /'mac ✓is 1l�N_� �� � H!'t. -�fV ��J ;�--Tj /�c�/�,�17 i/C VfG T I 44, -1 /Vi SIGNATURE DATE FROM / TO METROPOLITAN CONSTRUCTION ENCL URES RETURNED. APPROVAL OR DISAPPROVAL INDICATED ABOVE (See Column "D ") y , ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED (A code letter will be inserted for each item in column D, Section 1 above A.- APPROVED AS SUBMITTED C��OVED, EXCEPT AS NOTED ON DRAWINGS REFER TO B.- APPROVED, EXCEPT AS NOTED ON DRAWINGS, A CHED SHEET, RESUBMISSION REQUIRED RESUBMISSION NOT REQUIRED D.- WILL BE RETURNED BY SEPARATE CORRESPONDENCE E.- DISAPPROVED, SEE ATTACHED SHEET NOTE: Approval of items does not relieve the contractor from complying with all requirements of the contract plans and specifications. 717!2004 SIGNATURE DATE Glen 601MAAIFRUPP PUMPS 4" and 6" Engine Driven Trash Pumps Cast Iron or Cast Aluminum Construction Viton®* /Silicon Carbide Mechanical Seals or Double Grease Lubricated with Spring Loaded Grease Cup with Sintered Bronze Stationary Face, Steel Rotating Face 4" or 6" NPT port sizes Self - priming up to 25 ft. Engine options: Honda, Kohler or Wisconsin gasoline engine; Lister or Deutz diesel engine Available in 13 - 57 HP engine Some Pumps Include Heavy Duty Steel Roll Cages Two (2) Wheel Truck Assembly or Highway Trailer Standard on Some Models Solids Handling to 2 -518" Diameter Model 1401 -GX390 The Gorman -Rupp line of 4" and 6" Engine Driven Trash pumps is designed for applications which require high flow efficiency and solids handling capability. Pumps are constructed of heavy duty sand cast aluminum or cast iron with replaceable ductile iron impellers and steel or cast iron wearplates. Simple front cleanout design permits easy removal of trash and debris with- out disconnecting hoses. Pumps are available with Honda, Kohler, or Wisconsin gasoline engines or Lister or Deutz diesel engines. All are furnished with suction strainers and 90 degree discharge elbows. 'Viton® is a registered trademark of DuPont APP 4" and 6" Engine Driven Trash Pumps ......., ...,E. ;TION' APF I — DIM I 8 IMIL'' NOTE: ONLY 16D60 -F3L SUPPLIED WITH TORSIONAL AXLE, FENDERS & LIGHT KIT �0000�o�000a�� I-) STANDARD NPT PIPE THREADS. — DISCHARGE' a � I fi �e s� D DIMENSIONS'. INCHES E [MILLIMETERS) SUCTIC ENGINE DRIVEN TRASH PUMPS if F NOTE: 14D1 -GX390 SHOWN WITH OPTIONAL WHEEL KIT. Ship MODEL A B C D E F G SUCT' DISCH' Suc x dis 29.66 26 96 174 12 50 36 So I 22.50 13 76 pbs.) & HP 1401 -GX390 (753,41 (684.81 (443,01 - (317 5J 19�7,t1 (STt,51 (349 51 4 00 4 00 14D52-CH23 S!G 41.65 3895 29.38 1;.53 41.94 33.72 1436 400 4.00 _ 110 7 91 l_i989,31 [7.16 21 (92 9] (1(N1S ll [056 bl l�.e) ! ('I STANDARD NPT P'PE THREADS Lister Diesel 4" x 4" Gray Iron ENGINE DRIVEN TRASH PUMPS 3.17 gal. 31 hrs. Wheels 16D2 -VFKD S/G++ 6" Engine Driven Trash Pumps 1166 Wisconsin 30 6" x 6" Gray Iron Grease seal 11 gal. 3.9 hrs. Wheels 16D60+3L ++ 6" Engine Driven Trash Pumps 2003 Deutz 57 6" x 6" Gray Iron Viton ®" silicon- carbide 61 gal. 31 hrs. Wheels I-) STANDARD NPT PIPE THREADS. — DISCHARGE' a � I fi �e s� D DIMENSIONS'. INCHES E [MILLIMETERS) SUCTIC ENGINE DRIVEN TRASH PUMPS if F NOTE: 14D1 -GX390 SHOWN WITH OPTIONAL WHEEL KIT. Ship MODEL A B C D E F G SUCT' DISCH' Suc x dis 29.66 26 96 174 12 50 36 So I 22.50 13 76 pbs.) & HP 1401 -GX390 (753,41 (684.81 (443,01 - (317 5J 19�7,t1 (STt,51 (349 51 4 00 4 00 14D52-CH23 S!G 41.65 3895 29.38 1;.53 41.94 33.72 1436 400 4.00 _ 110 7 91 l_i989,31 [7.16 21 (92 9] (1(N1S ll [056 bl l�.e) ! ('I STANDARD NPT P'PE THREADS Lister Diesel 4" x 4" Gray Iron ENGINE DRIVEN TRASH PUMPS I i Niton'° is a registered trademark of DuPont + +t 2 volt electric start. Battery not included 4wts- OFF 'YHE 8HE[F PUMPS Standard Features Suction strainer and 90° discharge elbow Self- primes to 25' with built -in flap valve . Maximum temperature to 160T . Maximum operating pressure to 100 PSI Replaceable ductile iron impeller and cast iron or steel > Engine options: Honda, Kohler or Wisconsin wearplate gasoline engine; Hatz or Deutz diesel engine WARNING: Do not use in explosive atmosphere or for pumping volatile flammable liquids. The Gorman-Rupp company reserves the right to discontinue any model or change specifications at any time without incurring any obligation. Ship Port size Basic Wt Driver Type Suc x dis Conslruc- Seal Type & Model No. Description/ Type of Pump pbs.) & HP (NPT) tion Elastomer/ races Tank Size Run time Mounting 14D1 -GX390 4" Engine Driven Trash Pumps 262 Honda 13 4" x 4" Alum Viton °4 silicon - carbide 6.9 gal. 1.2 hrs. Roll Cage 14D52 -00 S,G++ 4" Engine Driven Trash Pumps 509 Kohler 23 4" x 4" Gray Iron Viton ®' silicon- carbide 10 gal. 5 hrs. Wheels 14D52 -LPA2 S,G++ 4" Engine Driven Trash Pumps 714 Lister Diesel 4" x 4" Gray Iron Viton®* silicon - carbide 3.17 gal. 31 hrs. Wheels 16D2 -VFKD S/G++ 6" Engine Driven Trash Pumps 1166 Wisconsin 30 6" x 6" Gray Iron Grease seal 11 gal. 3.9 hrs. Wheels 16D60+3L ++ 6" Engine Driven Trash Pumps 2003 Deutz 57 6" x 6" Gray Iron Viton ®" silicon- carbide 61 gal. 31 hrs. Wheels Niton'° is a registered trademark of DuPont + +t 2 volt electric start. Battery not included 4wts- OFF 'YHE 8HE[F PUMPS Standard Features Suction strainer and 90° discharge elbow Self- primes to 25' with built -in flap valve . Maximum temperature to 160T . Maximum operating pressure to 100 PSI Replaceable ductile iron impeller and cast iron or steel > Engine options: Honda, Kohler or Wisconsin wearplate gasoline engine; Hatz or Deutz diesel engine WARNING: Do not use in explosive atmosphere or for pumping volatile flammable liquids. The Gorman-Rupp company reserves the right to discontinue any model or change specifications at any time without incurring any obligation. .. 4 .. i'L"', - , ,ff CertainTeedM Certa-LoIC Restrained-Joint Pipe for Trenchless Water and Sewer Applications Check These Advantages of CertainTeed Certa -Lok PVC Pipe for Trenchless Installations • Keeps system 100 percent PVC • Certa -Lok PVC pipe joints are extremely strong • C900 /RJ pipe is UL and FM listed • Restrained joints connoct quickly • Pipe sections do not have to be assembled prior to installation, saving time, space, and requiring less pull -in force • Simple pipe attachment to drill rod • Pipe will not stretch excessively during installation Installation Sequence Pipe Assembly, Installation • Before connecting pipe sections, make certain there is no dirt or foreign material in gasket grooves and that gaskets are in place. • Do not lubricate nylon splines before inserting into couplings. Use a spline insertion tool for pipe 8 inches and larger in diameter. • Do not exceed maximum pulling forces listed in the table below. • Never bend pipe to tighter radius than listed in charts. • After pipe pull -in is complete, apply push force on pipe to relieve any stretch that may remain in pipe. Installation Specifications (See product brochures for further details) Certa -Lok"" PVC Pipe Products ' 1 1 ' 1 Ti■bteet Perlai�jtle Besd., lily %imael hth�iu lttilYl�ltd�":h" Pree :nre Ti�last Pemrietiblo Bend blattmGnt Puil -tn hlaxfipojN Pq�q Size Pipe O.D. $DR Note Valve 6900 C905 (psi) Class Rating Min. Wall - Thickeess Coupling O.D. % Change in Radius, ft. cPitch per 10' Force, Tightest Hood Radius. IDs. Fozco;,Ei1Bbt Pull (Na 8se, Mo) the 4" 4.800 18 2 150 x son 0.267 5.964 100 10.0 6,700 8,200 6.900 18 x - 150 6 7 _ ._ 9.000 - 12800. 6" 2 150 16.8 _.. 0383 8.366 8" 9.050 18 2 150 x 0.206 0.503 10.947 200 5.0 18,000 25,200 10" 11.100 18 2 150 x 5.112 0.617 13.361 250 4.0 25,600 35,200 12" 13.200 18 2 150 x 100 0.733 15 836 300 3.3 26,440 41,100 4" 4 800 14 2 200 x 6.7 0.343 5.964 100 10.0 8,000 10,300 6" 6.900 14 2 200 x 9,000 0.493 8.366 150 67 9,300 1 8" 9.050 14 2 200 x 0.646 10.947 200 5.0 18,900 28,800 11.100 14 2 250 4.0 24,900 38,300 10 200 x 2 0.793 13.361 13.200 2 1 33 28,300 1 48,300 12" 14 200 x 2 0.943 1 15.836 1 300 16" 17.4100f 25 3 165 16" x 0.696 18.624 450 2.2• 44,000 68,500 16" 17.400 18 3 235 16.000 x 0.967 18.624 450" 2.2 44,000 68,500 ' Per AWWA C605, bending of PVC pipe barrels larger than 12' nominal diameter is not recommended due to the farces required. Ti■bteet Perlai�jtle Besd., lily %imael hth�iu lttilYl�ltd�":h" Bell /' Force, 7lghteol FDree. tlitBht' Pipe Pressure Min. Wall Coupling % thongs In Bend Radial it IN$ Ifo1111y{ $ism O.D. son Nate Rating, ps) Thickness O.D. Radius, R. Pitch per 10' Ibs. )be .: 2" 2.375 ._ -.. 17 2 - 250 0.140 _ 3,200_. 60 16.8 _.. 1,600........_ 1,900--- -__..._. 3" - 3.500, 17 2 250 0.206 4.380 90 11.2 _ 4,500 5,200 4" . 4.500 21 1 200 0.214 5.112 100 10.0 _ _ _ 6,800 _8,700 4" 4.500 17 1 250 0.265 5.264 100 10.0 6,800 9,000 6" 6.625 21 1 200 _ 0.315 7.500 150 6.7 7 100 6" 6.625 17 1 250 0.390 7.737 150 6 7 9,000 8" 8.625_ 21 1 200 0,411 9.750 __ 200 5.0 14,800 8 8_625 17 2 250 0.507 10.190 200 -5.0 10,700 L 10" 10 750 21 2 200 0 512 12.438 250 _- 4.0 20,400 _ 12.750 21 2 200 0 607 14.648 300 3 3 - 21,000 16" 16.000 26 2 90 0.615 17.400 400 2.5 14 100 16" 16.000 26 3 160 0.615 17.500 400 2.5 45,000 62,000 z 16" 16.000 21 3 200 0.762 17.500 400 2.5 45,000 62.000 0 Integral Bell PVC Products Q PVC Coupling D Composite Coupling 40 -24 -25 ©2004 CertainTeeed CertainTeed Corporation, PO. Box 860, 750 E. Swedesford Road, Valley Forge, PA 19482, Telephone: 866 -CT4 -PIPE www.certainteed.com 11 TlgerClamp' t Spiral Double Bolt Clamps available - see Page 29 NOTE: Service life rray vary depending on operating conditions ar-d type of maieca• being conveyed. ,•fir++ Service Temperature Range 4'Fto 150'F H Actual service ,enoe -azure range IS j _. app'icarc:n-deoer,dert. - L s ., >>Ser�es K� standard duty:' PVG, genera( purpose., , suction. and'transfec h6se: Features and Benefits e.j c KTFCA0702 23 PVC construction - provides durablility. Smooth cover on sizes 41 3/4" through 5 ". Convoluted cover I on 6" and A" sizes for greater I D t Series J Is MSHA flexibility. K (US Government) listed ■ Series H is clear with white helix, i for flame resistance for ■ Series J is solid olive green. use in mines. ■ Series K is clear with dark green helix. Working Vacuum Approx. Smooth bore construction --- allows full flow. 0 04 - W General Applications H %J /K075 ',L 19.0 1.01 25.6 110 70 28 26 3" 100 .19 H J /K100 1 25.4 1.26 52.0 25 60 23 26 3 100 .25 • Construction and mining supply H'J;'K'25 17/ 31.' 1.56 39.5 55 60 H 24 d' 100 .35 lines. WYK150 1'L 36.1 1,93 de.5 70 5u 28 24 5' 100 .46 . Irrigation lines. 9 H /J /K200 2 50.8 2.32 59.0 E5 45 2F 24 T 100 .66 H/,IiK250 Trz 63.1 2.67 73.0 6: 45 'h 24 3' 100 .87 • RocK H J,K�00 3 76 Z :.13 67.0 6C 40 28 22 t 100 2d Wellpoint systems. i:'J!KaOG 4 1,1.6 4.50 t i. 7 50 35 25 22 CC 85 H50C 5 '27.0 5.58 14'? r_5 3C 2,E 24 2_" i=2C 2.42 Agri foam systems. Y'JiK600 H,'J/K60C 5 3 152.4 203.2 6.75 17t4 8.86 225.0 40 30 25 20 2e 26 20 30' '00"20 20 35' 20 3.39 5.63 . Miscellaneous agricultural g applications. • Liquid fertilizer transfer. e.j c KTFCA0702 23 ii SUBMITTAL TRACKING AND TRANSMITTAL FORM Client: City of Encinitas Project Encinitas Blvd. Trunk Sewer Replacement RBA Project Number Encinitas.003 Contractor Metropolitan Construction SUBMITTAL INFORMATION Submittal Number 005 Later Submittal Number Description Electro- Fusion Couplings Spec Section (s) 306 9.3.6 Original Submittal ❑�/ Re- Submittal ❑ 3rd Submittal El Number of Copies Received? Date Received F 8/12/2004 Date Returned EL 8/24/04 Target Return Date Number of Copies Returned 3❑ Turnaround Time (days) REVIEW SCHEDULE External Review Review Completed Suggested Reviewer Date Sent Date Received Initials Date Target Date Review Status Review Hours 1st Danielle Riker —� 8/12/04 8/12/04 NE 2nd Doug Morales 8/18/04 8/18/04 NE 3rd Sean Manning —� 8/24/04 8/24/04 �� NE 4th iu:v FIEW ACTION Review Status Legend =no n taken RR - revise -resu orrections noted RJ - rejected- resubmit Review Status INE Response /Review Comments No Comments City of Encinitas: i W copies Metropolitan Const.: (� copies RBA: 2(2) copies M I SP1EC 012 LARGE DIAMETER ELECTROEUSION COUPLINGS • Engineered For Use On HDPE Pipe • Size Range 14 "ips/DIPs - 24 "ips/Dips • 160 psi Operating Pressure • Molded From Virgin PE3408 Resin • Resin Complies With ASTM D3350 • NSF Listed Resin • Meets AWWA C906 • Complies With ASTM F1055 • Dual Electrofusiou Coils • Larger Cold Zones Made in U.S.A. Central ]Plastics Company Phone: 0000 -654- 3872 6` 1901 W. Independence St. 405-273 -6302 Shawnee, OIL USA. 74801 Fax. 800 - 733 -5993 �"Vw xentralplastics,confl 40-5-273-5993 PEE 10/2000 L,AR(�E DIAMETER ELECTROFUSION COUPLINGS M/I SPEC 012 Deleted Specifications ASTM F1055 e ASTM D1598 AWIVA 0906 ASTNI 033.50 � A TI/I D1599 Fitting Requirements These el fittings acre desigued and manufactured in accordance with ASTM Specifications 14_105q far use With pip? ,Conforming to ASTN1 D2513/3035, P -•714 and with Putt fittings conforming to ASTM D3261. lElectrofi.lsion fittings can be tested and supplied in accordance with AWWA 0906 specification. Large Diameter- I lectrofusion t ouplings are supplied with a 24 digit ISO recognized barcode label which facilitates the fusion of the Central Plastic electrofusion fitting with other manufactures processors. These electrofusion fittings are produced from a PE3408 grade of polyethylene resin which complies with ASTM specifications 83350. 'The pre- blended virgin resin has a PPI listing of 3408 that meets or exceeds the requirements of NSF Standard 61, Required Vesting 1. Minin)MV Rlldxaulic Burst Pressure Test. (ASTM D1599) 3. Tensile Strength Test. Z. Sustain -A Pressure Test Results. (ASTMD 1598) Pipe elongation in excess of 25 % without separation Must excead .170 fours in 80 °4-' bath at 670 psi hoop stress (134 psig) from electrofusion coupling or excee(t 4000 hours in RO°C bath at 54() psi hoop stress (116 psig) (all abov . +-ritr ris ,are eq„ivalent. 4. .Joint Integrity Test. Crush test of pipe without separation from electrofusion coupling. � exttxal Plastics Corn pally 0 . y Phoney 800- 654 - 3871 _ = 1901 4U Independence St_ 4O -73 -630 'liawtice, Or USA 74401 - Fax 800-7,333-5003 1,509901 � � xvV1.cerltraIplastics.,c4)YNA �(),:.. 1 73 )9P'11 ��> ENCINITAS BOULEVARD TRUNK SEWER REPLACEMENT PRELIMINARY DESIGN REPORT May 27, 2003 EXECUTIVE SUMMARY Richard Brady & Associates is under contract with the City of Encinitas to prepare a design for the replacement of a portion of the existing 8 -inch diameter Encinitas Boulevard Trunk Sewer. The sewer to be replaced runs in Encinitas Boulevard from Quail Gardens Drive on the east to a point 400 feet west of Interstate 5, as shown on the attached Figure 1. The existing sewer currently operates near capacity during peak flow periods, thus requiring installation of a larger sewer main at this time. Encinitas Boulevard is the City's main east/west street artery, with a heavy traffic flow during daytime hours. This report examines various options for construction of the new trunk sewer. Three construction methods were considered for the replacement of 2,600 feet of the existing 8- inch diameter Encinitas Trunk Sewer in Encinitas Boulevard. Possible replacement methods include: • Pipe Bursting • Open Trench • Microtunneling Based on the significantly higher estimated cost of microtunneling over the other options, microtunneling was eliminated from further consideration. Cost The total cost of construction is estimated to be $578,000 for Pipe Bursting, and $633,000 for Open Trench construction. Pipe Bursting and Open Trench were then further compared on the basis of schedule and community impact. Schedule Not including common schedule activities, the Pipe Bursting method is 25 days, vers estimated time of construction is 3 mont methods is judged to be non - significant. Community Impact the time required to install the new trunk sewer by is 13 days for Open Trench installation. The total is; therefore, 12 days difference between the two Community impact will be a direct function of the amount of street surface disruption during construction operations. Open Trench construction will require excavation along the entire alignment, as shown on the attached Figure 2. Pipe Bursting operations will result in street Preliminary Design Report 1 May 27, 2003 surface impacts at discrete locations along the alignment, as shown on the attached Figure 3. Pipe Bursting excavations would disturb about 800 feet of the alignment (approximately 31 % of the total length). Therefore, Pipe Bursting is judged to be the recommended alternative from a community impact standpoint. Recommendation Pipe Bursting is the preferred method on the basis of cost and community impact. Therefore, we recommend that the 8 -inch diameter VCP Encinitas Trunk Sewer be replaced with a 12 -inch diameter HDPE Sewer by the Pipe Bursting method. Preliminary Design Report 2 May 27, 2003 INTRODUCTION The City of Encinitas proposes to replace the existing sewer system in Encinitas Boulevard, between Quail Gardens Drive on the east to a point 400 feet west of Interstate 5 (see Figure 1). Upstream development is causing the existing 8 -inch Vitrified Clay Pipe (VCP) sewer to flow nearly full during peak flow periods. This line will be replaced with a 12 -inch diameter pipe to provide greater flow capacity. This Preliminary Design Report addresses various aspects of the project's scope in detail, including the following items: • Operational Description of the System • Facilities Layout • Pipe Installation Method Based on Cost and Feasibility Following the presentation of each pipe installation technique, the preferred method will be recommended. OPERATIONAL DESCRIPTION The 2,600 feet of existing 8 -inch diameter VCP sewer line to be replaced flows to the west by gravity, along the approximate centerline of Encinitas Boulevard. The slope of the 8 -inch diameter sewer varies between 1.30 percent and 5.05 percent, starting 200 feet west of Quail Gardens Drive and ending 400 feet west of Interstate 5. Development has increased the number of homes and businesses that are served with this trunk sewer easterly along Encinitas Boulevard. As a result, the depth to diameter ratio (d/D) has increased to nearly 1.0, and the sewer flows nearly full during peak flow periods. FACILITIES LAYOUT The project alignment is presented on the attached Figure 1. 2,600 feet of 8 -inch diameter VCP sewer and thirteen (13) manholes will be replaced. The sewer reach was televised by the City of Encinitas in April 2003. The existing lateral count and locations depicted in the drawings are based on information obtained through the videotaped footage. ALTERNATIVES The following three (3) pipe installation methods have been evaluated for installation of the new 12 -inch sewer. _. • Pipe Bursting • Open Trench • Microtunneling Preliminary Design Report 3 May 27, 2003 Pipe Bursting: The majority of Pipe Bursting is done using pneumatic bursting equipment. During the bursting operation, the pipe bursting tool is guided through a fracturable host pipe (such as vitrified clay) by a constant - tension winch. As the tool travels through the pipe, its percussive action effectively breaks apart the old pipe and displaces the fragments into the surrounding soil. Depending on the specific situation, the tool is equipped with an expander, which displaces the host pipe fragments and makes room for the new pipe. As the tool makes its way through the host pipe, it simultaneously pulls in the new pipe, usually High Density Polyethylene (HDPE). Open Trench: Open Trench pipe installation is a straightforward method where the entire length of the pipe alignment is excavated to the depth of installation, the new pipe is installed, and the excavation is backfilled. Microtunnelin : Microtunneling is a process that uses a remotely controlled Microtunnel Boring Machine combined with the pipe jacking technique to directly install product pipelines underground in a single pass. Microtunneling is particularly suited for the urban environment where the disruption of business, traffic and other utilities is not acceptable. One method or a combination of methods will be recommended based on overall project cost, and the desire to minimize street surface disruption, and resulting community impact. COST ANALYSIS The project consists of replacing approximately 2,600 feet of existing 8 -inch diameter VCP sewer main with new 12 -inch diameter pipe. Based on information from suppliers and contractors, the following costs have been estimated for each construction method: SEWER REPLACEMENT METHOD COST PER LINEAR FOOT Pipe Bursting $135 Open Trench $150 Microtunneling $600 The costs listed above are for pipe installation only. Costs that are common to all methods, such as mobilization/demobilization, traffic control, bypass pumping, and manhole replacement are not included. Using the costs listed above, and the total footage required for the replacement, the cost of replacement for each method, excluding traffic control, mobilization/demobilization, manhole replacement, and night work are estimated as follows: SEWER REPLACEMENT METHOD TOTAL COST (for pipe installation only) Pipe Bursting $351,000 Open Trench $390,000 Microtun-neling $1,560,000 Preliminary Design Report 4 May 27, 2003 Because of the high costs associated with Microtunneling, this method is not considered a feasible option, and is not evaluated further. Traffic control methods will vary slightly depending on the construction methods used. However, for estimating purposes a lump sum of $25,000 for traffic control for both the Pipe Bursting and Open Trench methods has been included in the estimates below. The Pipe Bursting technique, although less intrusive than the Open Trench method, still requires that portions of the street surfaces be excavated to allow proper placement of the pneumatic bursting tool. Starting at a manhole and following excavation, the pneumatic tool and new 12 -inch diameter pipe are driven through the existing 8 -inch diameter VCP, bursting the existing pipe as the pneumatic tool advances. One manhole is used to launch the tool in both directions. Following placement of the new line, the manhole may be either rehabilitated or replaced. The manhole rehabilitation cost associated with Pipe Bursting is comparable to the cost of replacement with a new manhole. Consequently, it is recommended that the manholes excavated for Pipe Bursting be replaced with new manholes. COST OF MANHOLE REHABILITATION COST OF MANHOLE REPLACEMENT $4000 / each $4500 / each CCTV videotapes provided by the City of Encinitas' show that there are a total of five service laterals over the entire reach, one of which is tapped directly into Manhole No. T -8 -A. Even with Pipe Bursting, excavation of the service laterals will be necessary to make connection to the new 12 -inch diameter sewer. The low number of service connections along Encinitas Boulevard therefore does not significantly increase the excavation requirement for Pipe Bursting and increases the comparative value of the Pipe Bursting to the Open Trench method. OPINION OF PROBABLE COST PIPE BURSTING METHOD Item No. Unit Cost Extension 12" HDPE Sewer 2,600 ft $ 135 $ 351,000 Manhole Replacement 13 ea. $ 4,500 $ 58,500 Lateral Connection 4 $ 1,5 00 $ 6,000 Pavement Repair 5,400 sq. ft. $ 3 $ 16,200 Traffic Control 1 L.S. $ 25,000 $ 25,000 Mobilization/Demobilization 1 L.S. $ 25,000 $ 25,000 Subtotal $ 481,700 20% Contingency $ 96,300 TOTAL: $ 578,000 Preliminary Design Report 5 May 27, 2003 OPINION OF PROBABLE COST OPEN TRENCH METHOD Item No. Unit Cost Extension 12" PVC Sewer 2,600 ft $ 150 $ 390,000 Manhole Replacement 13 ea. $ 4,500 $ 58,500 Lateral Connection 4 $ 500 $ 2,000 Pavement Repair 9,000 sq. ft. $ 3 $ 27,000 Traffic Control 1 L.S. $ 25,000 $ 25,000 Mobilization/Demobilization 1 L.S. $ 25,000 $ 25,000 Subtotal $ 527,500 20% Contingency $ 105,500 TOTAL: $ 633,000 (1) The difference in lateral connection costs for the two alternatives is due to the fact that for pipe bursting, the lateral excavation is a separate discrete operation, whereas for the Open Trench method, the lateral connection is made as the sewer installation proceeds. The close proximity to neighboring homes and the level of noise associated with construction reduces the possibility of performing the construction at night. Should this option be considered, an additional 15% cost premium would be added to the estimated construction costs to cover lighting, additional traffic control costs, increased difficulty, etc.. SCHEDULE The following is a comparison of the timeline associated with the installation by either Pipe Bursting or Open Trench Methods. Common scheduling tasks such as mobilization/demobilization, traffic control setup, cleanup, etc. is not included in the comparison. Therefore, the following comparative timelines should not be assumed to be expected construction contract durations. SEWER REPLACEMENT RATE OF TOTAL DAYS FOR PIPE METHOD INSTALLATION OF AND MANHOLE 2,600 FT INSTALLATION Pipe Bursting 400 ft / day (plus prep 7 + 18 = 25 time) Open Trench 1 200 ft / day 1 13 days (1) 6 launching manholes x 3 days setup per manhole For the Pipe Bursting method, additional days have been added to the total number of days to account for set up and preparation of the Pipe Bursting equipment. Pipe Bursting preparation requires approximately three (3) days to set up the winch line, manhole, and pneumatic tool. Preliminary Design Report 6 May 27, 2003 The Pipe Bursting operation proceeds upstream and downstream from one manhole, thus reducing the number of setups and increasing the efficiency of the operation. COMMUNITY IMPACT Pipe Bursting — Pipe Bursting would require setup of launching pits at six existing manholes. Additionally, it is necessary to excavate about fifty (50) feet in either direction to allow proper alignment of the new HDPE sewer pipe as the existing pipe is burst. The remaining seven manholes will be replaced by standard construction methods. Prior to commencing the Pipe Bursting operation for a particular reach, any service lateral will be excavated in preparation for reconnection to the new pipe. This situation will occur four times over the project alignment. Open Trench — Open Trench construction requires that the entire length of existing sewer be excavated to the depth of the existing sewer so it can be replaced with new 12 -inch diameter PVC sewer pipe. The excavation will be about three feet wide, and service laterals will be connected to the new pipe as the excavation progresses. Each of the thirteen (13) existing manholes will be replaced by standard construction methods. Pipe Bursting excavations would disturb about 800 feet of the alignment (approximately 31 % of the total 2,600 -foot length). Therefore, Pipe Bursting is judged to be the recommended alternative from a community impact standpoint. CONCLUSIONS AND RECOMMENDATIONS Three construction methods were considered for the replacement of 2,600 feet of the existing 8- inch diameter Encinitas Trunk Sewer, starting 200 feet west of Quail Gardens Drive and ending 400 feet west of Interstate 5. Alternative methods include: Pipe Bursting ($135 per foot) Open Trench ($150 per foot) Microtunneling ($600 per foot) Note: costs per foot are for pipe installation only, and do not include other project costs such as mobilization/demobilization, manhole replacement, pavement restoration, traffic control, etc. Based on the significant cost differential, microtunneling was eliminated from further consideration. The total cost of construction is estimated at $578,000 for Pipe Bursting, versus $633,000 for Open Trench construction. Pipe Bursting and Open Trench were then further compared on the basis of schedule and community impact. Preliminary Design Report 7 May 27, 2003 Given Pipe Bursting's superiority on the basis of cost and community impact, it is recommended that the existing 8 -inch diameter VCP Encinitas Trunk Sewer be replaced with a 12 -inch diameter HDPE Sewer via the Pipe Bursting method. Preliminary Design Report 8 May 27, 2003 2 0 x f y i s ��A ��A A A 1 1 ��1 ��1 A A e 11111111111 2 0 x f 2 0 x f a n a w n w a m m 0 n w rt (D x D n ■ s� I� IA��9 IA 2 s� I� IA��9 IA 2 October 11, 2002 Mr. Kipp Hefner City of Encinitas Engineering Services Department 505 South Vulcan Avenue Encinitas, California 92024 -3633 -- Subject: Design Services for Encinitas Boulevard Trunk Sewer Replacement Dear Mr. Hefner: Thank you for inviting Richard Brady & Associates to submit this proposal regarding professional engineering services for the design of the Encinitas Boulevard Trunk Sewer Replacement project. This proposal contains detailed information related to the qualifications necessary to perform the required services and to manage a project of this magnitude and complexity. We have a very good understanding of the scope of services required of our firm to produce accurate and complete drawings and specifications for construction of this trunk sewer replacement project. Our engineering staff is excited about this project, both from the design point -of -view and the opportunity to work with the City of Encinitas. If selected, we are prepared to begin work immediately. ncere y, ick etis P.E. Vice President cc: Rick Brady �1p�; F <i'aysirir %1,1 �1+ V 4% O Executive Summary 1 Identification of Responder 3 The RBA Team 4 Project Experience 8 Project Understanding 15 Project Scope 19 Project Schedule 21 Proposed Fee 22 Resumes y V LU Richard Brady & Associates is pleased to submit this proposal for professional design services for the Encinitas Boulevard Trunk Sewer project for the City of Encinitas. We believe that this proposal will demonstrate that the Richard Brady &Associates'team, for many reasons, is the best choice for the City of Encinitas. Richard Brady & Associates is a Southern California based company that specializes in the predesign, design, and construction management of water and wastewater systems and treatment facilities. With a staff that now numbers 30, Richard Brady & Associates boasts a wealth of in -house experience, knowledge, and expertise associated with the design, construction, and operation of water and wastewater treatment, storage, and delivery systems. In addition to the Richard Brady & Associates in -house team of professionals, we also have a team of experienced and dedicated subconsultants who are experts within their own specialized fields and have worked with the City of Encinitas in the past. Having established a long working relationship with each of these companies, we take pride in the team that we are able to offer to the City of Encinitas. We have a full understanding of the requested scope of work and are confident that our proposed team of highly qualified engineers and professionals can complete all project deliverables on time, within budget, and of the quality expected. To do this, we have assigned the best, mostqualified staff tothis project. Key Personnel Mike Herrmann, P.E., our proposed Project Manager, has 14 years of experience in civil engineering, with an emphasis in the planning, design, and construction of public works projects, including water transmission and distribution systems, water and sewer main replacement projects, and large diameter sewer interceptors. Page 1 �X V W Page 2 Rick Brady, P.E., DEE will serve as the Principal -in- Charge on this project. Rick has 22 years of experience in water resources planning and in the design, management, and construction administration of public works projects. His fields of specialization include predesign, design, value engineering, construction management, and start -up services. Nick Kanetis, P.E. will serve as the QA/QC Project Manager. Nick has 21 years of experience in the study, design, and construction of municipal capital improvement projects. As a past owner's representative and manager for the City of San Diego Water Department's Capital Improvement Program, Nick knows what is expected and required by the City of Encinitas for this project and can insure thatthese requirements are met. Richard Brady & Associates Policy & Commitment It is the policy of Richard Brady & Associates to provide its clients with the best possible service on any assigned project. This objective is accomplished by providing resources and expertise that is matched to the assignment, offering consistent interaction and contact with the client's project staff, providing a thorough review (QA/QC) of all work, and presenting deliverables on time and within budget. Richard Brady &Associates is a local, responsive, and highly respected engineering firm. In May of 2001 Richard Brady & Associates received the "Engineering Firm of the Year" award, presented by the Associated General Contractor's of America, San Diego Chapter, Inc.. This award was given to Richard Brady & Associates for its skill, integrity, and responsibility in the civil engineering industry. We are extremely excited about the prospect of working with the City of Encinitas on this project. If selected we are prepared to begin work immediately. Vl�Ll� (it�lrzPe�il rcrGl� (�X4'z�,uC�Q1z . /l�2iz�ez�l Page 3 "!, x� O LEGAL NAME & ADDRESS Richard Brady &Associates 4909 Murphy Canyon Road, Suite 220 San Diego, California 92123 LEGAL FORM OF COMPANY Corporation ADDRESS OF OFFICE IN SAN DIEGO COUNTY 4909 Murphy Canyon Road, Suite 220 San Diego, California 92123 OYEARS COMPANY HAS MAINTAINED THIS OFFICE 3 Years NUMBER OF EMPLOYEES IN SAN DIEGO COUNTY O 30 TITLE ADDRESS AND TELEPHONE NUMBER NAME, , , TO CONTACT CONCERNING THIS OF PERSON PROPOSAL Mr. Richard Brady, P.E., DEE President 4909 Murphy Canyon Road, Suite 220 San Diego, California 92123 Phone: (858) 496 -0500 1_ DBE CERTIFICATION _ Richard Brady & Associates is Certified as a Disadvantaged Business Enterprise by the City of San Diego. �irrl' �n�rheel� oae� ��u��an .i�int�e�l Aw Page 4 Richard Brady & Associates / Project Manager Richard Brady & Associates is a civil and structural engineering and construction management firm that is committed to, and expert in, the planning, design, and _ construction management of water and wastewater public works projects throughout the Southern California area. _ Richard Brady &Associates is dedicated to placing its most capable and experienced staff members in leading positions for this project. As a result, our proposed Project Manager is Mike Herrmann, P.E. who has 14 years of experience in civil engineering, with an _ emphasis in the planning, design, and construction of public works projects, including water transmission and distribution systems, water and sewer main replacement projects, and large diameter sewer interceptors. In addition, Mike is familiar with applicable local, _ state, and federal regulations, requirements, statutes, and laws related to the design and construction of such engineering projects. On this specific project, Mike Herrmann's sewer experience is particularly well suited. In 1997 Mike Herrmann, serving as Resident Engineer, provided in -depth engineering services for the Shelter Island Sewer Improvements project for the City of San Diego. On _ this project anew 350 gpm underground pump station and 2,245 feet of 12 -inch and 1,245 feet of 20 -inch gravity sewer mains were designed. Because Shelter Island is an extremely busy tourist area within San Diego, the gravity portion of the sewer was constructed using a microtunneling method in order to reduce the impactto the community and its guests. Mike Herrmann will work directly with the City staff throughout this project; will be _ responsible for overseeing the preparation of all plans, specifications, estimates, and the acquisition of permits required to complete the engineering work for this trunk sewer replacement project; and will oversee the Richard Brady & Associates' team of staff and subconsultants in the execution of all project deliverables. i /i/ /��li� // .�i�� .Jib •1iwi./.� /.���ii Fft 1 1 1 � ot It a .Y ,h Principal -in- Charge Page 3 Rick Brady, P.E., DEE will serve as the Principal -in- Charge on this project. Rick Brady has 22 years of experience in water resources planning and in the design, management, and construction administration of wastewater projects. His fields of specialization include predesign, design, value engineering, construction management, and start -up services. Quality Control / Quality Assurance Nick Kanetis, P.E. will serve as the QA/QC Manager, tasked with the responsibility of insuring that any and all resources are available to satisfy the project requirements on schedule and within budget. In addition, Nick will perform QA/QC and technical reviews of all work products. Nick Kanetis has 21 years of experience in the study, design, and construction of municipal capital improvement projects, including water and wastewater facilities. As a past owner's representative and manager of numerous City of San Diego capital improvement programs, Nick knows what is required and can insure that the City of Encinitas will receive complete and accurate design documents of the quality expected. Construction Manager Sean Manning, P.E. will serve as the Construction Manager and Inspector on this project. Sean has eight years experience in civil engineering, with specific responsibility for -- construction management and inspection of water and wastewater projects. Serving as Construction Manager and Resident Engineer, Sean just completed work on the Moonlight Beach Urban Run -Off Treatment Facilityforthe City of Encinitas. 05 0151 9 1 , 1 ot It Subconsultants Nolte & Associates, Inc. is a full - service engineering firm with 15 offices located in California, Utah, Colorado, and in Mexico. On this particular project, Nolte, Inc. will be responsible for the ground surveying efforts. Nolte's survey crews are equipped with the latest in data collection technology that allows for the collection and coding of points and the layout of construction staking tasks. The data collectors are capable of providing field to office design / topographic surveys and performing field calculations. When matched with GIPS or Robotic Total Stations, Nolte is able to provide a field surveying system that is flexible enough to allow for changing field conditions. Kleinfelder Inc. is one of the largest 100% privately -owned engineering firms in the United States and an Engineering News Record "Top 100 Design Firm." Headquartered in San Diego, Kleinfelder has a staff of approximately 1,500 engineers, earth scientists, and administrative staff in 55 offices throughoutthe Western United States. On this project, Kleinfelder will be tasked with the responsibility to provide geotechnical services. i Page 6 *AN ti as - 'o Principal -in -Char; Rick Brady, P.E., DEE CADD I Design Jerry Keller Joel Reyes Construction Manager `Sean Manning, P.E. Construction j Contractor t -- t Construction Phase CDyof Encinitas Kipp Hefner, P.E. Project Manager Mike Herrmann, P.E. QAIQC Nick Kanetis, P.E. Assistant Project Engineer Mike O'Shea Ground Survey Nolte & Associates Geotechnical Kleinfelder & Associates Potholing SAF -r -DIG Page 7 'i LU �1+ ci as a CL Page 8 p A brief description of our team's specific experience in sewer projects is summarized below. In addition, the following pages of this section provide more detailed descriptions of these projects, along with project references. %rrtr/ irreetJ <uzri � nrasR!u��a�z ; Aaaayny 'i CL LU *d V .O L Shelter Island Sewer Improvements Page 9 In 1997, key members of the Richard Brady & Associates team were chosen to perform construction management and inspection services for the construction of a 350 gpm underground sewage pump station; a 6 -inch force main; and 10 -inch, 12 -inch, and 15 -inch gravity sewer lines on Shelter Island to replace two small pump stations that were constructed in the 1940's. In order to lessen the impact to the Shelter Island community and its guests, the City of San Diego's Value Engineering Team decided that the gravity portion of the sewer would be constructed using the microtunneling method. This proved to be a challenging project for the following reasons: ■ An Active Business Community. In response to this project, the local business owners organized a group called the Shelter Island Business Owners Association (BOA) in order to closely gauge how this project would affect their businesses. Hoping to mitigate their concerns, the project team attended the BOA meetings to discuss and coordinate the project. The project team also published a newsletterfor distribution to BOA members to keep them updated on the project's progress. ■ Difficult Soil Conditions. Shelter Island was constructed from dredged marine deposits. The majority of the dredged material was uniformly graded non - cohesive granular material; however, the material was interspersed with a substantial amount of crushed shells, whose diameters ranged from five to ten times greater than the granular materials. The presence of the shells was not mentioned in the geotechnical report. Consequently, the filter screens inside the microtunneling machine were not designed to handle such a range of material sizes. This required a mid - project redesign of the tunneling equipment to allow the project to move forward. Additionally, the groundwater was extremely close to the ground surface due to the project's close proximity to San Diego Bay. This close proximity caused the level of the groundwater to vary, due to the tidal fluctuations of the bay. L 047 LU V .O L Shelter Island Sewer Improvements (continued) Page 10 ■ Community Events. The 1996 Republican National Convention was held at the San Diego Convention Center, beginning about 2 months after the project construction commenced. This meant that a large influx of conventioneers were in the City, most of which were staying in hotels on Shelter Island. In order to mitigate the impact that construction would have on the hotel's guests, the City decided to place a two -week moratorium on construction while the convention took place. Once the conventioneers left the island, the Contractor was able to resume the work. ■ Contaminated Soil and Groundwater. A portion of the sewer main alignment passed through an area of contaminated soil. Testing of the soil revealed the presence of benzene, toluene, and other volatile fuel hydrocarbons. The soil in this area was contaminated due to the presence of several abandoned fuel lines that were used to provide fuel to the boat docks located around the island. The presence of the contaminated soil was known at the time the project was designed, and the Contract Documents specified that the tunnel spoil removed from this area would require offsite disposal in a facility that was specifically licensed to handle this type of hazardous waste. Groundwater that was pumped from the jacking pits also contained the contaminants listed above and was pumped through canisters containing granular activated carbon priorto disposal into the sanitary sewersystem. ■ Water Main Leaks. As microtunneling proceeded through the area of contaminated soil, the jacking pit began to fill with water. The adjacent waterline was shut down and the area of the leak was excavated. It was ascertained that the leak originated at the collar that joined the two sections of the asbestos - cement (AC) waterline. The rubber gasket in the collar was very deteriorated and carried a strong hydrocarbon odor. The gasket had been degraded by exposure to contaminated soil, and the microtunneling operation disturbed the waterline enough to break the deteriorated gasket's tenuous seal. The AC waterline was the only source of water to serve Shelter Island. Within a few weeks, two additional water main leaks occurred. Each time the waterline was shut i d 'i W *16 V .O Page 11 Shelter Island Sewer Improvements (continued) down, the entire island lost its water supply. Trailer- mounted water tanks were brought in to supply the business' potable water needs and hotel staff ferried water out of the swimming pools to refill the guest's toilets. Throughout each water outage, close communications were maintained with the business owners to keep them appraised of the team's progress toward restoring their water supply. In order to minimize further impacts to the hotel and restaurant owners, the decision was made to halt the microtunneling operation and design and construct a new welded -steel waterline through the area of contaminated soil in order to replace the existing AC pipe. The City of San Diego asked Richard Brady & Associates to design the new pipeline. The waterline was designed, constructed, and put into service in less than two months. This allowed the Contractor to resume the microtunneling work. ■ Summary. The construction problems described above presented the CM team with real challenges to overcome. Fast responses, well- engineered solutions, and close communication with the local business community resulted in the completion of a quality project, with all obstacles and complications being met and overcome. Service Provided: Construction Management, Engineering, and Inspection Services Contact: IrajAsgharzadeh, (619) 533 -5105 Completion Date: July 1997 Personnel: Mike Herrmann, P.E. and Rick Brady, P.E., DEE i d 'i LU �1+ V �O L Page 12 La Mesa Sewer Improvements, Various Locations Key members of Richard Brady & Associates provided design services for the project to rehabilitate existing sewers at various locations in and around the City of La Mesa. The project was composed of five separate sub - projects, which included the design of 270 feet of 6 -inch and 2,800 feet of 8 -inch sewer mains. The project presented many design challenges due to the age of the existing system and the fact that many of the existing sewer mains were installed between homes and within extremely narrow easements. A variety of construction techniques were used to mitigate the construction impacts of each sub - project to the local residents, including conventional open- trench installation, pipe bursting, and in -situ lining with a cured -in -place liner. Services Provided: Design Contact: Driss Elwardi, (619) 463 -6611 Completion Date: 1996 Personnel: Mike Herrmann, P.E. and Richard Brady P.E., DEE loft CL W V �O Reservoirs Interconnect Tunnel and Pipeline While performing its design and construction administration services for the City of San Diego's Alvarado Water Treatment Plant, Richard Brady & Associates identified the need for a balancing connection between the two existing 21 MG Alvarado Regulating Reservoirs and the new 35 MG Earl Thomas Reservoir currently under construction. It was concluded that a 60 -inch pipeline should be designed and constructed in conjunction with the 35 MG Earl Thomas Reservoir project. The Alvarado site is severely constrained due to the location of the City of San Diego Water Quality Testing Laboratory. For this reason, tunneling the pipeline was chosen as the best option. The tunnel will be 43 feet below grade at its deepest point and approximately 1,000 feet long. The pipeline material will be mortar -lined and coated steel pipe. Services Provided: Design Contact: Mike Wallace, (619) 235 -1953 Completion Date: 2003 (projected) Personnel: Richard Brady P.E., DEE i W V .O L Point Loma Water Tank and Pipeline Page !4 Key members of the Richard Brady & Associates team provided complete design services for the Point Loma Water Tank and Pipeline project for the City of San Diego. This project included a 650,000 gallon pre- stressed concrete reservoir and 1,000 feet of 12 -inch diameter steel pipeline to meet industrial and fireflow requirements at the Point Loma Wastewater Treatment Plant. It was necessary to design the project around the existing 50,000 gallon water tank, which remained in service until the new reservoir could be constructed. Due to the space constraints of the site, a shored excavation 42 feet deep was designed at a horizontal distance of only five feet from the existing tank, and 15 feet from Cabrillo Memorial Drive. Engineering services during construction included submittal review, response to submitted requests, and assistance with change order preparation. Services Provided: Design Contact: Jim Wageman, (619) 292 -6474 Completion Date: 1997 Personnel: Mike Herrmann, P.E. and Richard Brady P.E., DEE i y.+ i .7 V �O Page 15 Project Understanding The City of Encinitas' Trunk Sewer Replacement project will replace approximately 2,600 feet of 8 -inch vitrified clay pipe in Encinitas Blvd. due to increased flow beyond the design capacity, which was identified for replacement in the most recent Sewer Master Plan (July 1993). The increased flow is the result of extensive development in the Encinitas Ranch /Quail Gardens area. Encinitas Blvd., the busiest roadway in the City, is one of two major east/west transportation /business corridors and the majoraccess pointto Interstate 5. Because of traffic concerns, disruption to businesses in the area, and numerous utility conflicts, it is the City's desire to investigate and, if economically and physically feasible, use trench -less technology, specifically pipe- bursting, to replace the existing 8 -inch with a 12 -inch pipeline. It is our belief that regardless of which construction method is used to minimize traffic and impacts to the community, it will be best to construct the project at night. Project Approach Prior to beginning any design activity on the Encinitas Boulevard Trunk Sewer Replacement project, RBA's project manager and lead project engineer will meet with the appropriate City Engineering and Sewer Maintenance staff to collect all relevant information regarding the existing pipeline performance characteristics, potential conflicts during construction activities, and concerns for any new facilities. There are a few key issues that will affect the success of this project. These issues will be present regardless of the type of construction method selected or the time, whether it is night or day, that the work is performed. Such issues include: Issues: ■ Traffic Control. The closer to Interstate 5, the more traffic congestion is present at virtually all times of day and into the late evening. The offset intersection between Calle Magdalena and Saxony, coupled with the north and south on and off ramp intersection to Interstate 5, makes for lengthy and cumbersome signalization and increases signal backups. Night work will mitigate some of the traffic concerns. /A�,�� d, �+r�� �i�inePr� <csul �x�ruh!u���re �1z�v y.r L 14P • V 16- Page 16 ■ Maintaining Access to Businesses. The Encinitas Boulevard Trunk Sewer Replacement project area encompasses a large number of retail outlets, restaurants, gas stations, large employers, and financial services companies. It will be critical to m intain Sable lane .. in each affected drivewav� M, MEN hlining will require close coordination between the construction contractor, construc ion manager, and City Operations and Maintenance crews. ■ Minimizing Impacts to Existing Utilities. Utility conflicts are an overriding concern on pipeline replacement projects in the traveled right -of -way. The best way to avoid the impacts in this situation is to not dig in the first place. The City's desire to use trenchless technology to avoid these impacts is understandable. The utility locations in the SaxonyRoad, Encinitas Boulevard, and Calle Magdallena portion of the Encinitas Boulevard Trunk Sewer Replacement project, coupled with the traffic concerns in this same area, more than justify the complete investigation of alternative construction methods. Project Design Report (PDR). The PDR will investigate the feasibility of using trench -less technology versus the traditional cut and cover methods of pipeline construction. RBA staff will gather all utility and improvement information through field investigations, acquisition of as -built drawings from the City (Sewer and Stormwater facilities), San Dieguito Water District, SDG &E, Cox or Adelphia Communications, and Pacific Bell. RBA will also perform utility and right -of -way surveying, geotechnical investigations for constructability and groundwater issues, and potholing, as appropriate, to determine the exact location of all utilities through the pipeline alignment. We will then prepare a matrix analyzing various applicable trench -less pipeline construction methods including, but not limited to, pipebursting, pipejacking, microtunneling, and horizontal direction drilling. Next, we will rank each method based on criteria established by City staff, with input from RBA. The analysis of the trench -less pipeline construction will be examined against the traditional cut - and -cover method for a final determination of the most appropriate pipeline construction method. RBA will prepare a preliminary cost estimate based on the selected construction method. Afinal report outlining critical design criteria will be the final deliverable. The report will identify any deviations from the current alignment, the expected location of the insertion pits under the trenchless scenario, establish design criteria, outline traffic control concerns, and provide a preliminary schedule and cost estimate. y.r i • x y+ V d �O r. w ti Page 17 Pipeline Design The RBA staff will leverage our extensive design experience in trench -less, tunneling, and cut and cover construction methods to eliminate any steep learning curves. This expedites our project design activities and contributes to the timely completion of the Encinitas Boulevard Trunk Sewer Replacement project. The design effort will include pipeline tie -ins and improvement details (pavement, medians, curb /gutter, storm drains, utility locations, traffic signal loops, above ground appurtenances, trees, shrubs, irrigation lines, fences, etc.), manhole rehabilitation details and replacement locations, entry pit location and boundaries, traffic control plans, and construction phasing. Submittals. After a complete internal review by the RBA QA/QC Manager, Nick Kanetis, P. E., RBA will submit cost estimates, schedules, plans and specifications at 30 %, 60 %, 90% for complete City review, comment, and approval. 100% submittals will be the result of the City's 90% comments and a subsequent meeting with the RBA Project Manager and City staff to insure that all concerns and questions have been addressed. Permitting. Through our existing relationship with the City, we have a thorough understanding of the permitting requirements necessary to complete the Encinitas Boulevard Trunk Sewer Replacement protect. Some of the permits required include: --�. County of San Diego Building Pemit • Caltran Encroachment Permit��' • NPDES Permit for Construction Activities��% • State of California Water Resources Control Board Approval Specifications. The RBA staff will submit contract documents and specifications to include an engineers estimate submitted with the design documents at 30 %, 60% and 90% completions. All items will be reviewed by RBA's QA/QC Manager before the City receives them. The submittals will include construction quantity calculations and technical specifications. If pipebursting is the selected construction method, the specifications will also include any special equipment requirements, installation tolerances, acceptable pipeline material and structural requirements --(HDPE), control systems, acceptable installation methods, entry pit dimensional requirements (given the depth of each entry manhole) and any instrumentation of monitoring requirements i y.r i .r y+ V d �O Page 18 Utilities Coordination. Coordination of the myriad of existing utilities is important to a project's success. Even if pipebursting is selected, utilities coordination in and around the proposed entry pits is critical. The RBA staff will establish communication with each of the affected utility companies immediately after the City's notice to proceed. We will solicit input from each and incorporate their comments into each submittal milestone. During the development of the Preliminary Design Report, RBA will pothole all utilities within 15 feet of the new sewer pipe centerline. In addition, we will dip all existing sewer and storm drain manholes in the project boundaries. RBA will provide the utility companies with the appropriate number of plan sets at each milestone and allow sufficient time forcomments. Meeting Attendance. RBA's project manager, Mike Herrmann, P.E., will be available to attend the monthly utilities coordination meetings, up to three Coastal Commission meetings, and one City Council meeting if necessary. RBAwill be responsible for preparing all required informational items and exhibits appropriate to each meeting. The RBA project staff will attend any public workshops the City deems appropriate and, for each workshop, prepare a Public Participation Plan, exhibits, and be ready to answer any questions directed to the City by the workshop participants. Construction Phase Services. For the Encinitas Boulevard Trunk Sewer Replacement project, RBA has designated a Construction Manager /Inspector, Sean Manning P.E. to be responsible for the successful execution of all construction activities and assure the adherence of the contractor's work to the contract plans and specifications. Sean Manning just completed the Construction Manager's role for the City's Moonlight Beach Urban Runoff Treatment Facility ( MBURTF). Due in part to Sean's efforts, the MBURTF was completed on time and within budget. Sean's dual role as both Construction Manager and Inspector on the Encinitas Boulevard Trunk Sewer Replacement project will be more efficient and cost effective than having an individual filling each role, providing a significant cost savings to the City. Sean Manning's responsibilities will include preparing meeting agendas and summaries for the pre- construction meeting and weekly progress meetings, reviewing all submittal and shop drawing for conformance to the contract documents, video documentation of pre- existing conditions and maintenance of a photo log throughout construction, providing full -time quality assurance inspection /documentation, responding to requests for information in a acceptable time frame, anticipation /justification /processing of contract change orders, preparation and maintenance (redlines) of "Record Drawings ", and submission of final Record Drawings on mylar and CD (in AutoCAD 2000). Additional responsibilities will include the preparation and implementation of a project "punch list" to address those outstanding items with the contractor that should be completed prior to project closeout. Page !9 1. Preliminary Design 1.1 Site Review The Preliminary Design phase, thoroughly 1.2 Geotechnical Investigation and completely executed, is a critical first step in the successful execution and 1.3 Ground Survey completion of this project. Complete 1.4 Right -of -Way Review technical, logistical, and cost data will be 1.5 Utility Research essential for an accurate analysis of the 1.6 Potholing ossible construction methods and a g selection of the best possible, cost effective 1.7 Preliminary Design Report solution for the sewer pipe replacement, 1.7.1 Analysis of Construction Methods with minimal impact to the community. The Richard Brady &Associates'team provides 1.7.2 Preliminary Cost Estimates the right resources and expertise to 1.7.3 Traffic Control Concepts establish the rightplan andsolution. 1.7.4 Design and Construction Schedule 1.7.5 Design Recommendations 1.8 Preliminary Design Presentation 2. Pipeline Design 2.1 30%,60%,90%, and Final Design A well constructed, claim -free construction 2.1.1 Other Site Improvements Design project is only possible with thorough, 2.1.2 Construction Phasing complete, and accurate construction documents. Richard Brady & Associates 2.1.3 Traffic Control will accomplish this with meticulous ca 2.2 Utility Coordination attention to all of the details, close 2.3 Cost Estimating communication, and coordination with the City of Encinitas' Project Manager and 2.4 Permit Acquisition other regulatory agencies, and the 2.5 Meetings / Presentations implementation of a solid QA/QC program, 2.5.1 Permit Agency Meetings for design delivery on time and within 2.5.2 Public Workshops budget. 2.5.3 City Council Hearings 2.6 Contract Documents %iur� ��isceeta 2rz� �ia�a��a�e .���i2ri�rsl -O M_ V ca 3. Bid /Award 3.1 Pre -Bid Conference 3.2 Addenda Preparation 3.3 Bidder Inquiries /Clarification 3.4 Bidder Pre - qualification 4. Construction Phase Services 4.1 Construction Management 4.2 Inspection / Materials Testing 4.3 Submittal /Shop Drawing Review 4.4 RFI's 4.5 Change Orders 4.6 Progress Payments 4.7 Construction Meetings and Reports 4.8 Record Drawings Page 20 AL The Richard Brady & Associates approach of total and complete responsiveness to the client and project will insure a smooth, fast track contract bid and award process. A successfully executed construction project is insured not only with a qualified contractor but also a highly qualified construction manager. Richard Brady & Associates can provide the best possible CM services for a well executed construction contract on time and within budget to the contract standards required. orarl �r��sleeed rrsz2� �it�l�u� dart ✓.��urri�et� M!�p� a L Imo. f i iM i( co N E cn co z �r w Eo w � H W x a o w � a w x l N ti ICI ca F- a as � N ICI z >, O O pCD � p M ,--� •—• V7 � N Vl N i y y U 04 O Q co z 1 a6 i Y O O Ol FZa0aa.a,i�UU D 04 Cl) i -It ' L CO f- ac O) 0 as Page 22 The estimated fee proposal on the following pages has been developed in response to the requirements and, specifically, the Scope of Services outlined in the City's Request for Proposal forthe Encinitas Boulevard Trunk Sewer Replacement project. The fee estimate includes a break -down of all personnel, hourly rates, and estimated level of effort for each scope task, extended to include all subconsultant and other direct costs for a total engineering- design phase cost and a construction phase cost for the project. If necessary, the fee estimate and scope of services may be adjusted to accommodate other project requirements and/or restrictions that the City may identify during contract development and execution. If selected to provide the professional engineering services for this project, we will be happy to discuss and make any refinements and /or adjustments necessary to the scope of services and fee forthe successful delivery of this project. �rra� ioaee�� 2nre� �ru�iu�an ��uJ City of Encinitas SUMMARY TABLE TASKS Task Description Fee Encinitas Bouirvard Trunk Sewer Replacement Grand Totall $204,947 ` WWMW,4 1 10/10/02 Engineering Design Phase Services 1.0 Preliminary Design $39,485 2.0 Pipeline Design $72,726 3.0 Bid and Award $5,700 Subtotal $117,911 Construction Phase Services 4.0 Construction Management and Inspection $87,036 Subtota $87,036 Grand Totall $204,947 ` WWMW,4 1 10/10/02 MICHAEL A. HERRMANN EDUCATION B.S., Civil Engineering San Diego State University, 1988 _ REGISTRATION Civil Engineer in California, No. 50198 Mr. Herrmann has 14 years of experience in civil engineering, with an emphasis in the planning, design, and construction of public works projects, including water transmission and distribution systems, water and sewer main replacement projects, and large diameter sewer interceptors. EXPERIENCE Richard Brady & Associates, Inc. (May 1999 to Present) Olivenhain Pump Station and Olivenhain Flow Control Facility Client: CH2MHill Title: Design Manager • Preparation of civil site work for a 17,500 HP pump station, including grading and paving plans, site drainage, and sewer plans. • Design of temporary 40 cfs flow control facility to provide unfiltered water to Olivenhain MWD's adjacent water treatment plant. • Design of welded steel yard piping from 48- to 102 - inches in diameter. 42" Flume Relocation Client: Vista Irrigation District Title: Construction Manager • Resident Engineer for construction of 2,150 feet of 42" cement mortar lined and tape coated steel pipe. • Provided inspection services for pipeline installation, welding, joint coating repair, and installation of corrosion monitoring equipment. Villas at Wateridge Pipeline Failure Client: Higgs, Fletcher & Mack Title: Forensic Engineer �eaa��uy 5��v��ricdQ • Provided expert witness services for a case involving failure of a 12 -inch waterline. • Prepared report describing site conditions and postulating possible causes for the pipeline failure. Green Valley Water Line Replacement Client: City of Poway Title: Design Manager • Design of 2,180 feet of 10 -inch water line. • Design of 8,350 feet of 8 -inch water line. • Planning and design for installation of 21 new fire hydrants. • Design of replacements for all residential connections. • Responsible for surveying & utility research. SDCWA Interim Filtered Water Pipeline Client: Malcolm Pirnie & the City of San Diego Title: Project Manager • Design of 720 feet of a 30 -inch steel pipeline. • Design of an above - ground metering and pressure reducing station, consisting of parallel above - ground 24 -inch Cla -Val pressure reducing valves, followed by twin 24 -inch venturi meters with integral modulating flow control valves. • Pipeline transfers treated water from the San Diego County Water Authority's Pipeline 4 Aqueduct, a 108 -inch treated water pipeline in Lake Murray Boulevard, to the City of San Diego's Alvarado WTP as an emergency source of treated water. Fallbrook 3/Rainbow 1 Flow Control Facility Client: San Diego County Water Authority Title: Design Manager • Design of a replacement facility for the existing Fallbrook 3 / Rainbow 1 Flow Control Facility. • Design of a 30 cfs / 22 cfs capacity for flow to the Fallbrook MWD and Rainbow MWD respectively. • Project required a surge and hydraulic analysis to specify flow control equipment, including sleeve valves and venturi meters. • Age and severe cavitation problems dictated that this facility be replaced with a state -of- the -art flow control facility capable of handling the high pressures from the Authority's aqueduct and the varying demands from the adjacent water districts. �ria� `CPr�PPtA iin� �iii+� <rc!� ✓�arra�t� Michael A. Herrmann Page 2 Filter Valve Upgrade and Rehabilitation, Robert A. Perdue Water Filtration Plant Client: Sweetwater Authority Title: Design Manager • Design for upgrades to existing filter backwash facilities at the 30 MGD Robert A. Perdue WTP. • Preparation of design drawings and specifications for replacement of all valves, operators, backwash piping, and electrical supply piping. • Performed field surveys of all existing backwash piping, control system equipment, and physical facilities. • Prepared layout drawings and construction specifications. • Conducted an investigation into an existing air release problem in the filters. Existing filter backwash operations procedures were reviewed and findings were presented. Va/lecitos Water District Pacific Street Pressure Reducing Station Client: Vallecitos Water District Title: Project Manager • Design of a 5,000 gpm, two - train, underground pressure reducing station to serve northeastern San Marcos. • The goals of the project were to provide ultimate maximum flows, improve safety, improve accessibility, and upgrade equipment. • Prepared a design report which analyzed different alternatives, including rehabilitating the existing station and constructing a new station at a different location. Various Water Main Replacements in the Cities of National City and Chula Vista Client: Sweetwater Authority Title: Project Manager • Design of 15,800 feet of new PVC and steel water mains, from 8- to 36- inches in diameter. • Responsible for utility and property line research and plan and profile design. Quarry Creek Pump Station Client: City of Oceanside Title: Project Manager • Design and construction administration of a 137 gpm duplex sewer pump station. �� _4�MA1f d _ Sd&nn w Project included submersible pumps, a 12,000 gallon overflow well, an emergency generator system, and a carbon canister system for odor control. Responsible for preparation of electrical and instrumentation design. Small Sewer Projects 199912000 Client: Ramona Water District Title: Project Manager • Preliminary engineering, final design services, and construction phase assistance for the Barona Mesa Lift Station and 11 th Street Manhole. • Responsible for utility records research, manufacturer coordination, preparation of design reports and technical specifications, cost estimates, feasibility analysis, and base mapping. • Attended pre -bid, pre- construction, and progress meetings during construction phase. Small Water Projects 199912000 Client: Ramona Municipal Water District Title: Project Manager • Preliminary engineering, final design services, and construction phase assistance for the Chablis Road Water Main Loop, the Cedar Street Water Main Loop, and the Robb Dip Pressure Reducing Station Upgrade. • Responsible for utility records research, manufacturer coordination, preparation of design reports and technical specifications, cost estimates, feasibility analysis, and base mapping. • Attended pre -bid, pre- construction, and progress meetings during construction phase. Nine Turn -out Structures Client: Padre Dam Municipal Water District Title: Project Manager • Design of water system improvements to turn -out structures. • Responsible for client / agency coordination, identification of property issues, utility research, preparation of project design memorandums, and the development of plans and specifications. (�ll�C� C�I7�111�P19 /lull (�OI1�ll /C -KQ�Z ✓lLll/Cll�Eld Michael A. Herrmann Page 3 Wastewater Evaluation and Plant Audit Client: Sistema de Aguas Potable Alcantarillado Title: Design Manager • Preparation of an emergency contingency plan to be used in the event of a complete shutdown of the wastewater treatment plant serving the City of La Paz, Baja California, Mexico. The plant was shutdown and contingency plan was successfully put into action. Corrao•Brady Group (April 1994 to May 1999) Otay Second Pipeline Alternative Alignment Evaluation Client: City of San Diego Title: Project Engineer • Evaluation of an alignment to construct 26,000 feet of 54 -inch steel pipe to convey treated water from the City of San Diego's Lower Otay Filtration Plant to the City's southern service area. • The evaluation included an environmental investigation using the appropriate CEQA criteria, which considered land use and biological and cultural constraints. Dictionary Hill Improvements Client: Otay Water District Title: Project Manager • Design of 8,100 feet of 10 -inch water line. • Design of 6,000 feet of 30 -, 24 -, and 16 -inch steel pipe. • Responsible for utility research, plan and profile design, preparation of technical specifications, and office engineering services during construction. Sewer Improvements in Various Locations Client: City of La Mesa Title: Project Engineer • Design of 270 feet of 6 -inch sewer mains. • Design of 2,800 feet of 8 -inch sewer mains. • Responsible for utility research, plan and profile design, and preparation of technical specifications. Vallecitos 9 Flow Control Facility Client: San Diego County Water Authority Title: Project Engineer • Evaluation, design, and construction of a flow control facility from the Authority's Pipeline 4 to the Vallecitos Water District's water distribution system. • Project included a 1,100 square foot masonry structure, an underground turnout structure, and all appurtenances and piping. • Design of 2,800 feet of 36 -inch cement mortar lined and coated steel pipe. Shelter Island Sewer Improvements Client: City of San Diego Title: Resident Engineer • Managed construction of a 350 gpm sewage pumping station with an emergency generator for a backup power supply, a 6- inch force main, and 10 -inch, 12 -inch, 15- inch gravity sewer lines. • Responsible for submittal review, micro - tunneling and pump station inspection and start -up operation sequencing. St George St. to Pecos St. 12 -inch and 16 -inch Water Lines Client: Otay Water District Title: Project Engineer • Design of 2,700 feet of 12 -inch PVC and 3,700 feet of 16 -inch ductile iron pipe. • Responsible for utility research, plan and profile design, preparation of specifications, and office engineering services during construction. Point Loma Water Tank and Pipeline Client: City of San Diego, Metropolitan Wastewater Department Title: Project Engineer • Design of a 650,000 - gallon pre- stressed concrete reservoir. • Design of a 1,000 feet of 12 -inch diameter steel pipeline to serve industrial and fireflow requirements at the Point Loma Wastewater Treatment Plant. National City /South Bay 4 Flow Control Facility Client: San Diego County Water Authority Title: Construction Manager • Managed construction for a new flow control facility which is part of the Second Aqueduct, Pipeline 4 Extension, Phase II project. • Project included a 1,000 square foot reinforced concrete and masonry block structure, a 36 -inch venturi flow meter, a 20- inch electrically- operated polyjet sleeve valve, welded steel piping, and associated site work. l�dd/!!` C�12¢CIlBFld ?I<dl (�idA`J�/ /l!�lHl � /�!IIIIQ�/.I.GI Michael A. Herrmann Page 4 Group Jobs 529 & 530 - Water & Sewer Main Replacement Projects Client: City of San Diego Title: Project Engineer • Performed utility research for project alignment, analyzed alternatives for new water mains, and developed an operations plan to maintain water service to customers during construction. North Mission Valley Interceptor Sewer Client: City of San Diego Title: Project Engineer • Provided design services for two 10 -inch and one 24 -inch sewer laterals to connect businesses within the Fashion Valley Mall to a 78 -inch North Mission Valley Interceptor Sewer. South Bay Land and Ocean Outfall Client: International Boundary and Water Commission Title: Project Engineer • Formulated plans for disposal of tunnel muck and dewatering effluent generated during construction. Enartec, Inc. (July 1990 to April 1994) Fiesta Island Replacement Project, Phase ll Client: City of San Diego Metropolitan Wastewater Department Title: Project Engineer • Design of 52,000 feet of 16 -inch ductile iron and 41,000 feet of 24 -inch steel pipelines. • Responsible for plan and profile design, utility research, and federal, state, and regional permitting. North City Tunnel Client: City of San Diego Metropolitan Wastewater Department Title: Project Engineer • Design of 5,600 feet of 54 -inch pipeline. • Responsible for plan and profile design for the pipe which would be constructed by a combination of open cut, bore and jack, and conventional tunneling methods. Responsible for preparation of legal descriptions for property and easement acquisition, computer modeling of the water supply network, and hydrologic analysis of the site. Permastran Pipeline Replacement Client: Padre Dam Municipal Water District Title: Project Engineer • Design of 5,400 feet of 10 -inch steel pipe to replace an existing Permastran pipeline. • Responsible for plan and profile design and preparation of technical specifications. Sewer Master Plan for the San Diego Wild Animal Park Client: San Diego Zoological Society Title: Project Engineer • Study which assessed a variety of sewage disposal alternatives, investigated options for disposal of hazardous laboratory wastes, and evaluated the Park's water and sewer needs through the year 2000. Sewage Lift Station Client: Sea World of California Title: Project Engineer • Design of a sewage lift station. • Responsible for preparation of site plans and specifications for installation of a package plant. Otay Water District (June 1988 to July 1990) Improvement District Ten Subarea Master Plan Client: Otay Water District Title: Project Engineer • Performed a study which included analysis of existing and projected future demands by computerized network analysis. The study was needed to plan for future improvements, including water storage and distribution facilities, pressure regulating stations, and provisions for meeting fire flow requirements. PROFESSIONAL AFFILIATIONS Eastlake Greens 30 MG Reservoir ASCE - San Diego Section Client: Otay Water District ASCE - Pipeline & Environmental Division Title: Project Engineer American Public Works Association • Design of 5,200 feet of 48 -inch steel pipe. American Water Works Association • Design of 2,800 feet of 20 -inch steel pipe. San Diego County Water Works Group '° ✓U,< I��IL /D�f.UU'v CL �cY�l1<!%Cf.I�P.l1 (ifllf;,/ ell /lflPP.1A <lflfl CJ<HZ9lffl� <4i �./H•Q!!<I�ElA RICHARD D. BRADY EDUCATION B.S., Civil Engineering San Diego State University, 1980 - REGISTRATION Civil Engineer in California, No. 36175 Diplomate, American Academy of Environmental Engineers, No. 97 -20026 Mr. Brady has 22 years of experience in water resources planning and in the design, management, and construction administration of drinking water supply projects. His fields of specialization include predesign, design, value engineering, construction management, and start-up services for many large drinking water treatment plants, pump stations, and reservoir projects. EXPERIENCE Richard Brady & Associates, Inc. (May 1999 to Present) Overmyer Booster Station and Reservoir Rehabilitation Project Client: City of Huntington Beach Title: Project Manager • Design of rehabilitation methods for the 21.5 MG partially buried Overmyer Reservoir No. 3. • Design package includes demolition plans for two reservoirs located adjacent to Overmyer No. 3 and the upgrade and rehabilitation of the Overmyer Booster Pumping Station. • Pumping station houses two Johnston vertical turbine pumps that are driven by 450 HP Waukesha natural gas fed engines through right angle gear drives. The pumps are rated at 6,500 gpm capacity at 165 feet total dynamic head. ��ot�i�tfu/r� d 35 MG Earl Thomas Reservoir Demolition and Replacement Project Client: Malcolm Pirnie and the City of San Diego Title: Project Manager • Design of a 35 MG pre- stressed concrete, circular clearwell that is 410 feet in diameter and 40 feet tall. • Responsible for civil site work, including the appurtenant piping, pumping, and flow control equipment required for operation of the new clearwell. • Design services include preparation of civil site plans; structural, mechanical, and electrical drawings; and supplemental specifications for the pre- stressed concrete tank. 1.1 MG Alvarado Water Treatment Plant Filter Backwash System Rehabilitation Client: Malcolm Pirnie and the City of San Diego Title: Project Manager • Design and construction of a 1.1 MG pre- stressed concrete, circular backwash tank that is 65 feet in diameter and 45 feet tall. • Responsible for civil site work, including the appurtenant piping, pumping, and flow control equipment to replace the existing filter backwash system for eight 120 mgd filter modules. • Design services include preparation of civil site plans; structural, mechanical, and electrical drawings; and supplemental specifications for the pre- stressed concrete tank. San Diego 17 Flow Control/ Pumping Facility Client: City of San Diego & the San Diego County Water Authority Title: Project Manager • Project began with a siting study and progressed through final design of a flow control and pumping facility at the City's Alvarado WTP. • The facility pumps filtered water from the Alvarado WTP into the Authority's Aqueduct (Pipeline 4) at a pumping rate of 10 to 100 cubic feet per second, for delivery to the City's mid -city distribution service area. • The 60 mgd pumping plant features 6 vertical turbine pumps, flow control valves and, state -of- the -art instrumentation and controls. (Jri�i� C�rr�ireotd 2ni/ (�itlliirrlrare ✓�rtaa�,tJ Richard D. Brady Page 2 SDCWA Interim Filtered Water Pipeline Client: Malcolm Pirnie & the City of San Diego Title: Project Manager • Design of 720 feet of a 30 -inch steel pipeline. • Design of an above - ground metering and pressure reducing station, consisting of parallel above - ground 24 -inch Cla -Val pressure reducing valves, followed by twin 24 -inch venturi meters with integral modulating flow control valves. • The pipeline transfers treated water from the San Diego County Water Authority s Pipeline 4 Aqueduct, a 108 -inch treated water pipeline in Lake Murray Boulevard, to the City of San Diego's Alvarado WTP as an emergency source of treated water. 200 mgd Alvarado Water Treatment Plant Expansion and Rehabilitation Project — Phase H Client: City of San Diego Title: Project Manager • Design of new sedimentation basins, ozone contactors, and filter backwash facilities. • Project also includes upgrades and rehabilitation to the existing sedimentation basins, filters, and operations building. • Responsible for the preparation of a preliminary design study for the existing filter backwash water storage and conveyance facilities, evaluation of flocculation and sludge removal equipment for new and existing basins, the provision of technical support and project background information to the VE team, and an evaluation of the impact due to implementing VE ideas. • Participated in all technical review meetings. • Assisted in preparation of project design schedules; reviewed construction cost estimates; prepared periodic design progress reports, design calculations, and technical documents concerning treatment capacity for review by the California Department of Health Services; and prepared permit review packages for the City's Development Services Department. 200 mgd Alvarado Water Filtration Plant Expansion and Rehabilitation Project — Phase I Client: City of San Diego Title: Project Manager • Design of rapid mix facilities for the first expansion phase of the Alvarado WTP. Responsible for the mechanical and structural layout of the effluent control structure and filter washwater recovery basin; coordination of electrical, structural, and mechanical design for the new rapid mix facilities and influent pumping facilities; and the assistance in specifying pump control valves and the sequence of operation for two 10/8/5 MGD, 2 -speed 150 hp and four 25 MGD, constant speed, 400 hp pumps. Fallbrook 31Rainbow 1 Flow Control Facility Client: San Diego County Water Authority Title: Project Manager • Design of a replacement facility for the existing Fallbrook 3 / Rainbow 1 Flow Control Facility. • Design of a 30 cfs / 22 cfs capacity for flow to the Fallbrook MWD and Rainbow MWD respectively. • Project required a surge and hydraulic analysis to specify flow control equipment, including sleeve valves and venturi meters. • Age and severe cavitation problems dictated that this facility be replaced with a state -of- the -art flow control facility capable of handling the high pressures from the Authority's aqueduct and the varying demands from the adjacent water districts. Filter Valve Upgrades and Rehabilitation, Robert A. Perdue Water Treatment Plant Client: Sweetwater Authority Title: Project Manager • Design for upgrades to existing filter backwash facilities at the 30 MGD Robert A. Perdue WTP. • Preparation of design drawings and specifications for replacement all valves, operators, backwash piping, and electrical supply piping. • Performed field surveys of all existing backwash piping, control system equipment, and physical facilities. • Prepared layout drawings and construction specifications. • Conducted an investigation into an existing air release problem in the filters. Existing filter backwash operations procedures were reviewed and findings were presented. Ww 9,rI 'BGS CIIIII (OIHl ilCe%INP i //LIIIG<I�FIB Richard D. Brady Page 3 As- Needed Water Consulting Client: Vista Irrigation District • As- needed contract to support the General Manager and District staff on a variety of water supply issues. • Responsible for a review of budgets and operating information for the Escondido - Vista WTP and an engineering analysis for relocation of portions of the Vista Flume at several locations. Helix (R.M. Levy) WTP Expansion Client: San Diego County Water Authority • Continued assistance to the Authority on the issue of obtaining filtered water from Helix Water District's R.M. Levy WTP. 3.2 MG Santa Ynez Reservoir Client: Santa Ynez River Water Conservation District Title: Project Manager • Managed the construction phase of a 3.2 MG pre- stressed concrete reservoir. • Responded to contractor requests for clarifications and provided project assistance to Richard Brady and Associates' resident construction manager. Corrao•Brady Group (January 1995 to May 1999) Eastside Reservoir Project - Secondary Inlet Client: Metropolitan Water District of Southern California • Member of the Value Engineering (VE) team which reviewed the 30% design of a 96 -inch diameter secondary inlet pipeline, tunnel, shaft, and outlet structure. Eastside Reservoir Project - In/et/Outlet Tower Client: Metropolitan Water District of Southern California • Member of VE team which reviewed the 90% design of a 260 foot high concrete shaft type outlet structure for the 800,000 ac -ft Eastside Reservoir and associated facilities, including 144 -inch pipelines, tunnel and butterfly valves, hoists, fish screens, bulkheads, and an access bridge. Eastside Reservoir Project. P -1 Pumping Facility Client: Metropolitan Water District of Southern California • Member of the VE team which reviewed the 90% design of a 2,100 cfs pumping station that included 12 4.5 MW variable speed pumps, large diameter piping and valving, -- %Yc�roa�e'1�+7 _Sd�ccia�6 chlorination equipment, and a pressure control facility. South Bay Flow Control Facilities Client: San Diego County Water Authority Title: Project Manager • Project consisted of four separate flow control facilities and pipeline projects. • Project included construction of pipelines up to 48- inches and concrete and block buildings that house large diameter valves and controls, which regulate flow deliveries to various member agencies of the Authority. • Projects were coordinated between several water agencies with a total construction cost of over $6 million. Two Partially Buried 21 MG Pre - stressed Concrete Reservoirs Client: City of San Diego, California Title: Project Manager • Manager for the construction phase of the reservoirs. • A portion of the roof of one of the reservoirs became a Native Plant Demonstration Garden featuring plants indigenous to San Diego. From this garden, the nature study area of the canyon below and areas surrounding the plant are interpreted. • The design not only provided the City with storage facilities to meet their present and future needs, but concurrently benefits a greater public understanding of water issues. San Carlos Pump Station Rehabilitation Project Client: City of San Diego, Water Utilities Department Title: Project Manager • Replacement of existing pump station with a new 3,900 gpm, 210 HP facility, including a 140 kW natural gas driven generator. Point Loma Water Tank and Pipeline Project Client: City of San Diego, Metropolitan Wastewater Department Title: Project Manager • Design of a 650,000 - gallon pre- stressed concrete reservoir. • Design of 1,000 feet of 12 -inch diameter steel pipeline to serve industrial and fireflow requirements at the Point Loma Wastewater Treatment Plant. (�ri� �rt�inPe19 �n� (�ii�ltrr,�irir ✓aair��eLd Richard D. Brady Page 4 Malcolm Plrnle, Inc. (1991 to 1995) Drinking Water Quality Improvement Program Client: City of San Diego Water Utilities Department. Title: Project Manager • Prepared reports addressing City -wide issues of water supply and transmission, water quality, environmental considerations, specific predesign reports for the Alvarado (200 mgd) and Miramar (215 mgd) WTPs, and master planning for the Lower Otay (60 mgd) and North City (60 mgd) WTP. The estimated construction cost for projects identified in the DWQIP is $460 million dollars. 212.5 mgd Alvarado Water Treatment Plant Expansion and Rehabilitation Project Client: City of San Diego Water Utilities Department Title: Project Manager • Managed detailed design phase of the project, which was completed to 90 %. • Design of two partially buried 21 MG prestressed concrete reservoirs. 24 mgd Lester J. Berglund Water Treatment Plant Expansion Client: City of Poway Title: Project Manager • Project included demolition of the existing Hardinge filters and construction of four dual media filters, new chemical storage and feed facilities, chlorination system improvements and chlorine scrubber facilities, new rapid mixing pumps and chemical diffusion system, a new wash water tank and related pumping system improvements, and the expansion of the existing Control Building. Washington Aqueduct's 240 mgd Dalecarlia and 120 mgd McMillan Water Treatment Plants Client: U.S. Army Corps of Engineers, Baltimore District Title: Project Manager • Managed the Comprehensive Performance Evaluation (CPE) and the Conceptual Plan for the Modernization of the project. The two reports were ordered by the USEPA following a boil -water advisory that was issued to nearly 1 million people in December of 1993. IfQdl�/ Hudson River Supply Alternatives Project for the New York City Department of Environmental Protection Client: Bureau of Water Supply and Wastewater Collection Title: Quality Assurance Manager • Project investigated mid -term alternatives for the pumping and treatment of 100 mgd, 200 mgd, and 300 mgd from the Hudson River supply. • Long -term alternatives investigated capacities of 400, 800, and 1,200 mgd. 80 mgd Val Vista Water Treatment Expansion and Upgrade Project Client: City of Phoenix, Arizona Title: Project Manager • Design of a 140 mgd raw water pump station, grit removal, pre- sedimentation, and flocculation / sedimentation. PROFESSIONAL AFFILIATIONS American Public Works Association American Water Works Association San Diego County Water Works Group PUBLICATIONS AND PRESENTATIONS Brady, R. D., "Function and Form — Winning With Public Support," APWA International Public Works Congress and Exposition, Philadelphia, PA, September 2001. Brady, R. D., "Activated Carbon Processes," Water Treatment Plant Design, American Water Works Association, American Society of Civil Engineers, McGraw -Hill, 1997. Brady, R. D., and Millar, R. M., "Art and the Engineer: The Alvarado Water Treatment Plant Expansion and Rehabilitation," 1993 AWWA Engineering and Construction Conference, Cincinnati, OH, March 1994. Brady, R. D., "Alvarado Water Treatment Expansion and Rehabilitation," Proceedings, 1992 AWWA Annual Conference, Vancouver, B.C., June 1992. '64'/ `(�iz�rreee+d aru/ (CJINLAI�! /�Pl1 ,�aria� eta NICK KANETIS EDUCATION — B.S., Civil Engineering with Honors The City University, London, England, 1985 — Advanced Engineering and Sciences Orpington College for Further Education, 1980 Engineering Drawing and Design Erith College of Technology, England REGISTRATION Registered Professional Civil Engineer, License No. 045859 Licensed General Building Contractor, License No. 589908 Mr. Kanetis has 21 years of experience in public and private facilities engineering with specific emphasis in the planning, design, construction, and program management of municipal capital improvement projects. EXPERIENCE Richard Brady & Associates, Inc. (February 2002 to Present) Vice President: • Responsible for management and engineering support for the planning, design, and construction management of private and municipal civil engineering and capital improvement projects with an emphasis on water treatment, storage, and delivery infrastructure. • Provide quality assurance and quality control for design projects. • Provide client support and project team coordination for the successful execution of project design and construction within an established budget and schedule. 1W'k14W %t74Y d J_ &1V"o Overmyer Booster Station and Reservoir Rehabilitation Project Client: City of Huntington Beach Title: Quality Control Manager • Design of rehabilitation methods for the 21.5 MG partially buried Overmyer Reservoir No. 3. • Design package includes demolition plans for two reservoirs located adjacent to Overmyer No. 3 and the upgrade and rehabilitation of the Overmyer Booster Pumping Station. • Pumping station houses two Johnston vertical turbine pumps that are driven by 450 HP Waukesha natural gas fed engines through right angle gear drives. The pumps are rated at 6,500 gpm capacity at 165 feet total dynamic head. • Responsible for quality assurance and quality control of the project. City Reservoir Dam Outlet Tower Improvements Project Client: City of San Diego Title: Quality Control Manager • Improvements at the Morena, Barrett, and Lower Otay Dam Outlet Towers. • Project consisted of the replacement of all tower piping and interior and exterior valves, automating valves with electric actuators, enclosure of the top operating floors to protect electrical and control equipment, and the construction of a 100 foot by 6 foot bridge from the dam to the outlet tower at the Morena Reservoir. • Other improvements include the implementation of safety improvements, such as the replacement of safety ladders and cages, the provision of safety rails around access hatches, the installation of a ventilation system, and the replacement of internal wooden platforms. • At the Morena site, improvements include the construction of a concrete emergency release structure through the existing overflow spillway that will incorporate two 5- foot by 12 -foot sluice gates. • At the Otay site two 8 -foot by 8 -foot sluice gates will be installed in the auxiliary spillway. • Responsible for quality assurance and quality control of the project. VG /N� CrJHIlCIlPF1d (!✓ZIl� (Ol./R�II�O/1 , /gllldR(,!/l¢ Nick Kanetis Page 2 The City of San Diego Water Department (1991 - 2002) Deputy Director and Chief Engineer: • Responsible for the overall management and direction of the Water Department's Program Management Division for execution of its $800 million Capital Improvements Program. This division consisted of approximately 80 city and consultant staff. • Managed program resources for effective execution of projects within established scope -of -work, schedules, and budgets. • Coordinated the division's effort associated with program development, design, and construction. • Prepared and administered design and construction contracts. • Represented the department at City Council, committees, and various civic, community, professional, and business forums. • Interacted with other agencies and cities in the development and coordination of the Program's objectives. Assistant Deputy Director: • Provided Deputy Director support for the operation, management, and direction of the City's Field Engineering Division. • Responsible for the City's Land Survey Section and Materials Testing Laboratory, consisting of approximately 50 engineers and surveyors. • Established and administered the Division's budget. • Coordinated and integrated the Division's activities with other departments, agencies, and the construction industry. • Fulfilled Deputy Director responsibilities, as required, for all divisions within the Engineering and Capital Projects Department. Project Manager and Senior Engineer: • Planned, managed, designed, and constructed civil, structural, and architectural Capital Improvement Projects within the Water Utilities, Clean Water Program, and the Park & Recreation Departments. • Responsible for supervision of engineering teams. • Developed programs for scope, budget, and schedule. Prepared and negotiated consultant agreements. Administered construction contracts. Presented project reports to committees, boards, and City Council. Landmark Engineering Design Co., (1988 - 1991) Project Manager and Design Engineer: • Performed all facets of structural engineering design for residential and commercial projects. • Represented firm at meetings with clients. • Responsible for presentation of design work. • Interacted with and maintained positive relationships with clients, architects, contractors, and building officials. • Trained, scheduled, and coordinated work of entry level engineers. • Conducted field inspections. • Reviewed and approved all design modifications and change orders. The George Gouvis Company, Inc. (1986 —1988) Project Manager and Design Engineer: • Performed all facets of structural engineering design for residential and commercial projects. • Represented firm at meetings with clients. • Responsible for presentation of design work. • Interacted with and maintained positive relationships with clients, architects, contractors, and building officials. • Trained, scheduled, and coordinated work of entry level engineers. • Conducted field inspections. • Reviewed and approved all design modifications and change orders. French Kier Construction, LTD. (1980 —1985) Field Engineer: • Responsible for site supervision and management of civil engineering construction contracts, including: The River Thames Flood Protection in London, England; The Douglas Harbour Breakwater on the Isle of Man, British Isles; Open Cast Mining in Dunfermline, Scotland; Sewer and Pump Station Improvements in Cockenzie, Scotland; and the Felixstowe Docks Expansion in Felixstowe, England. �rk� C�n�irrPetd arm ��ag/iir�� ��ia���Ft9 Nick Kanetis Page 3 • Planned, scheduled, and coordinated construction activities including land survey and stake -out of earthwork and structures. • Performed material and work testing and inspection on numerous construction contracts. PROFESSIONAL AFFILIATIONS American Public Works Association American Water Works Association American Society of Civil Engineers .-- �/GCr I�Ci�l/��./f792I� C� �_�4/491�•/Iltid (Jirrr�C�i�in��td rrrrii �irre�uc�ron ./J�¢iz���et9 SEAN F. MANNING EDUCATION M.S., Civil Engineering San Diego State University, 1998 B.S., Civil Engineering San Diego State University, 1996 REGISTRATION Civil Engineer in California, No. 60889 Associate, American Academy of Environmental Engineers No. 00 -AEE -020 Mr. Manning has eight years experience in civil engineering, with responsibility for hydraulic facilities, civil and mechanical design, modeling, QA/QC reviews, civil site plans, preparation of specifications and cost estimates, and construction observation and inspection on water and wastewater projects. EXPERIENCE Richard Brady & Associates, Inc. (May 1999 to Present) City Reservoir Dam Outlet Tower Improvements Project Client: City of San Diego Title: Assistant Project Manager • Improvements at the Morena, Barrett, and Lower Otay Dam Outlet Towers. • Responsible for the replacement of all tower piping and interior and exterior valves, automating valves with electric actuators, enclosure of the top operating floors to protect electrical and control equipment, and the construction of a 100 foot by 6 foot bridge from the dam to the outlet tower at the Morena Reservoir. • Other improvements include the implementation of safety improvements, such as the replacement of safety ladders and cages, the provision of safety rails around access hatches, the installation of a ventilation system, and the replacement of internal wooden platforms. • At the Morena site, improvements include the construction of a concrete emergency release structure through the existing overflow spillway that will incorporate two 5- foot by 12 -foot sluice gates. At the Otay site two 8 -foot by 8 -foot sluice gates will be installed in the auxiliary spillway. Otay Water Treatment Plant Upgrades Project Membrane Plant and Ancillary Facilities Client: Montgomery Watson Harza Title: Project Engineer • Assigned to study plant hydraulics and emergency power requirements. • Responsible for the civil and mechanical design of a new membrane treatment plant and its ancillary facilities, including yard piping, grading, chlorine contractor, and related work to be added to the existing water treatment plant. • Responsible for modeling of plant's hydraulic profile and the design of membrane and UV pilot plant. SDCWA Interim Filtered Water Pipeline Client: Malcolm Pirnie and the City of San Diego Title: Project Engineer • Design of 720 feet of a 30 -inch steel pipeline. • Design of an above - ground metering and pressure reducing station, consisting of parallel above - ground 24 -inch Cla -Val pressure reducing valves, followed by twin 24 -inch venturi meters with integral modulating flow control valves. • The pipeline transfers treated water from the San Diego County Water Authority's Pipeline 4 Aqueduct, a 108 -inch treated water pipeline in Lake Murray Boulevard, to the City of San Diego's Alvarado WTP as an emergency source of treated water. 35 MG Earl Thomas Reservoir Demolition and Replacement Project Client: Malcolm Pirnie and the City of San Diego Title: Project Engineer • Design of a 35 MG pre- stressed concrete, circular clearwell that is 410 feet in diameter and 40 feet tall. • Responsible for civil site work, including the appurtenant piping, pumping, and flow control equipment required for operation of the new clearwell. • Design services include preparation of civil site plans; structural, mechanical, and electrical drawings; and supplemental specifications for the pre- stressed concrete tank. wlk/ C`�°r�r zeelJ a✓1✓l ( .i31f✓✓�liia7 iri¢�PLA Sean F. Manning Page 2 1.1 MG Alvarado Water Treatment Plant Filter Backwash System Rehabilitation Client: Malcolm Pirnie and the City of San Diego Title: Project Engineer • Design and construction of a 1.1 MG pre- stressed concrete, circular backwash tank that is 65 feet in diameter and 45 feet tall. • Responsible for civil site work, including the appurtenant piping, pumping, and flow control equipment to replace the existing filter backwash system for eight 120 mgd filter modules. • Design services include preparation of civil site plans; structural, mechanical, and electrical drawings; and supplemental specifications for the pre- stressed concrete tank. San Diego 17 Flow Control / Pumping Facility Client: City of San Diego / San Diego County Water Authority Title: Project Engineer • Project began with a siting study and progressed through final design of a flow control and pumping facility at the City's Alvarado WTP. • The facility pumps filtered water from the Alvarado WTP into the Authority's Aqueduct (Pipeline 4) at a pumping rate of 10 to 100 cubic feet per second, for delivery to the City's mid -city distribution service area. • The 60 mgd pumping plant features 6 vertical turbine pumps, flow control valves, and state -of- the -art instrumentation and controls. 200 mgd Alvarado Water Treatment Plant Expansion and Rehabilitation Project — Phase 11 Client: City of San Diego Title: Project Engineer • Design of new sedimentation basins, ozone contactors, and filter backwash facilities. • Project also includes upgrades and rehabilitation to the existing sedimentation basins, filters, and operations building. • Responsible for the preparation of a preliminary design study for the existing filter backwash water storage and conveyance facilities, evaluation of flocculation and sludge removal equipment for new and existing basins, the provision of technical support and project background information to the VE team, and an evaluation of the impact due to implementing VE ideas. • Participated in all technical review meetings. Assisted in preparation of project design schedules; reviewed construction cost estimates; prepared periodic design progress reports, design calculations, and technical documents concerning treatment capacity for review by the California Department of Health Services; and prepared permit review packages for the City's Development Services Department. 200 mgd Alvarado Water Filtration Plant Expansion and Rehabilitation Project — Phase I Client: City of San Diego Title: Assistant Project Engineer • Design of rapid mix facilities for the first expansion phase of the Alvarado WTP. • Responsible for the mechanical & structural layout of the effluent control structure and filter washwater recovery basin; coordination of electrical, structural, and mechanical design for the new rapid mix facilities and influent pumping facilities; and the assistance in specifying pump control valves and the sequence of operation for two 10/8/5 MGD, 2 -speed 150 hp and four 25 MGD, constant speed, 400 hp pumps. Filter Valve Upgrades and Rehabilitation, Robert A. Perdue Water Treatment Plant Client: Sweetwater Authority Title: Project Engineer • Design for upgrades to existing filter backwash facilities at the 30 MGD Robert A. Perdue WTP. • Preparation of design drawings and specifications for replacement all valves, operators, backwash piping, and electrical supply piping. • Performed field surveys of all existing backwash piping, control system equipment, and physical facilities. • Prepared layout drawings and construction specifications. • Conducted an investigation into an existing air release problem in the filters. Existing filter backwash operations procedures were reviewed and findings were presented. Fallbrook 3/Rainbow 1 Flow Control Facility Client: San Diego County Water Authority Title: Project Engineer • Design of a replacement facility for the existing Fallbrook 3 / Rainbow 1 Flow Control Facility. �ur� �a�ireeeed aced ��ezdliurl�Ne ,�area� eta Sean F. Manning Page 3 Design of a 30 cfs / 22 cfs capacity for flow to the Fallbrook MWD and Rainbow MWD respectively. Project required a surge and hydraulic analysis to specify flow control equipment, including sleeve valves and venturi meters. Age and severe cavitation problems dictated that this facility be replaced with a state -of- the -art flow control facility capable of handling the high pressures from the Authority's aqueduct and the varying demands from the adjacent water districts. La Paz Wastewater Treatment Systems Client: Sistema de Aguas Potable Alcantarillado Title: Project Engineer • Sized and specified aeration equipment for a 7 MGD wastewater treatment plant utilizing facultative lagoons as the primary treatment process. • Prepared treatment efficiency calculations. 3.2 MG Santa Ynez Reservoir Client: Santa Ynez River Water Conservation District Title: Project Engineer • Managed the construction phase of a 3.2 MG pre- stressed concrete reservoir. • Responded to contractor requests for clarifications and provided project assistance to Richard Brady and Associates' resident construction manager. Carroll Canyon Water Study Client: H.G. Fenton Company Title: Project Engineer • Provided technical assistance in obtaining a temporary water service connection for construction activities. • Researched potential connection locations and worked directly with City agencies to coordinate water service tie -in. _ Various Water Main Replacements in the Cities of National City and Chula Vista Client: Sweetwater Authority Title: Project Engineer - • Design of 15,800 feet of new PVC and steel water mains, from 8- to 36- inches in diameter. • Responsible for utility and property line research and plan and profile design. • Responsible for civil design and drafting using AutoCAD 14 and Softdesk. Small Sewer Projects 199912000 Client: Ramona Water District Title: Project Engineer • Preliminary engineering, final design services, and construction phase assistance for the Barona Mesa Lift Station and 11th Street Manhole. • Responsible for utility records research, manufacturer coordination, preparation of design reports and technical specifications, cost estimates, feasibility analysis, and base mapping. PROFESSIONAL AFFILIATIONS American Public Works Association American Society of Civil Engineers American Water Works Association � b " — � | — |� �^ � ) � � � ---------------___ � M � � � + � ez ce Luzz aw LLJ LLI CL 00 1 of of CL I J41, CL CL az dill Ell Li Is ft I cc oof Xwo Li LO rill 10 gg L. 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I ................... .. (10/22/01, QA Plan Review .. .... .... ..... . . I .- . . . . . . . . . Initial Inspection Non- Complianc( Job No.: Notice Primary Item Inspectea: (Bid Schedule Item No. 1 - 24) . . ...................... . ............. . . . . . . _ . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Clearing & Grubbing.(L ....................... .................... 2_ Median, Curb, Landscape 3_ Shoring & Bracing (LS) 4 L & R Pits (LS) ....... .._.... .... . .. 5_ Traffic Control (LS) 12" HDPE Pipe (Burst) (L .... . 7 12 PVC (Open Trench) (: LN ............. _. Correction Notice .... . ........ . ................ I.__ . ......... ............ .....BID SC HEDULE ITE MS ....... t%Z e..........._ f�� ............................... 8 Manholes 0 -10 Feet =.— ..................................._.._..._.............. .........._.................... 9 Manholes 10 - 16 Feet _—. ........ .. .............. ..........._...... .._._........._............._.. _.. __... 10_ Manholes, Drop Inlet i .._ ......._........... ............ .._.. 11 4" Service Lateral _ ........ . _..._........._._._._ _......_..........__.____...._ 12 6" Service Lateral (E) - _....— .... ...... ..._- ................. _._- _.._.... ... ..................... . 13_ 8" Service Lateral (E) __....._....__............_..._ .. ...................... _._ ... _............ --- ._..... 14 12" VC Connection C General Location: / j. . ................._........._... Ntreet name. site arid, station number, etc. Primary Dwg/Det: ............. . . . . . . . . . . . _ . . . ......... _ (G -1, C -7,.._ etc..._).._ ...... ......... ..__..... ......._ ......... ....... _...... 15 12" PE Sewer (EA) ......._...._.... .... .... ....._ 16_ .._ ............ ....... .... ....__.....__... 8" Sewer Relo (EA 17_ 6" A _......... 18 ..... _.. Aggregate,Base (Sl 19 Biaxial Geognd (S _._— ........................... . ._ . . 20 Unsuitable Soil (C 21 -. _.. .... ..... _..... ..... _.. _. 12" AC Digouts (� Specific Location: 3/ (0 +50...3 +00, Work Surface, Secondary Dwg/Det: (!f-v — ._............._...._ ........... _..... ....._..___.._.....__... ............ _ (S -1, M -7,_ etc ............ ...................__..._....._ ._ .. ............ ... ....... _... _. _. _.__._......._..._._ _....._.._.._............................................._......................-- -- Special Testin g ................ ............................... . Special /Technical Inspection Report.: ............................... d..............................................................._..._ p..._._.._....._.... .................._....._...._, ...__......... ......... Yes/No, Testing (Yes /No; Report, etc., N /A) ................. ....__..........._.__..._._.........._............. _.. �.........._................. ...._...- _...--............... ... ... - °�- . TECIiNICAL SPECIFICATION SECTION ............... _................... _... ......._........._........._........__........_.................._._._.._............._.....__....._.........._...__.._....._.__.. ...._...__..............- -...._ . O1) General Requirements OS) Metals 09) Finishes .. .... Site Work 06) Woods/Plastics .. Specialties ....._... _ ............... . . . 03) Concrete 07) Thermal/Moisture 11) Equipmen ...._,.,......,..,.._....._. ....................,,,, ..,...,.......,.,..,,.,..,,..._ .._ . .............................. ........._..._......_........_. ,... ,.K ,,..., 0$) Doors/Windows 12) I+�rnis mgs.... .....__..._..._.__ ............. s Submittal #: ... ........... ...._._....__............... (03300 -31 /A, etc. 22 Replace Traffic Loops (LS) __._..-- . ..... _ ....... ........... 23 Construction Bypass (LS) ... .....— ............._....._..._. .._.._.......... 24 Water Service Relocation ...._......_ ..............................................._... ..._........_.................. Change Order Work Time & Materials Work 11.11, Dwg Note: . ..... _ ............._._.. .._ ............._- .. ......... .. (Yes/No; A,12, etc.) Report:.. .................................. ............................... aboratory, other testing, N /A) ... ............. ... . ... 13) Special Construction ..... 14) Conveying Systems 15) Mechamcal/Plumbm .......................................................................... 16) Electrical .................... Secondary Code /Standard: (RSD_ etc.) Seconda................_.._._..ry Spec Ref #: ..__ _ .................. _.__..- ..... __...... (15000 -A, etc .).................._........ Regular Hrs.: ...................... _ .... . . . . . ........... . . . Cost Code /s: .................. . ..................................... Travel/Milea� ... . ......_..... �.....__.. -._ 5.._ .............. _..� ............... _ .... �..Pl. . . ............. . _ TIME CHARGES .......... ................... ......__._.__.._...............__.............._....__........_....................._.........................._._....._..._._._ ..........._.._._.........._... (reference ACIA registrations for exact, job titles and Overtime Hrs.: Authorized QA Representative Printed Name or Identification No. Time: etc.) 4ae 3 0' 2 of Report ... # ................ . . . . . . . . _ .... . ...... . __11.1.1... (001, 002, etc, –Auto Date: �l0/22/0 QA Plan Review Initial Inspection ....... ....... .. ........... _.. .I..._......................... Non - Compliance 8ncinitas Sewer Pipeline Replacement _...... ......_................_1._____, r �, Day: (. f' aEJ y..... _..__......_...,.�..._.01,`*-%. 700 1900, etc.) FSAS ....... ............................... (M.T ... ............._ ......... .. 1_............_..........._ ..............._............._. .............. . ............ __ ................. .......... ..................................... _ .......... .... ...._.................... ............................... . ...... _ ..... ........ QUALITY ASSU]tANCE TASI QA Meet' . . . ng . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . .. Notice Primary Item Inspectect: -1 ................... . . . . . . . . . . . . . . . . (Bid Schedule Item No. l - 24) .. .... ..... ..............._................................... .........._..._...__........... 1 Clearing & Grubbing (LS) ._ ............ 1.11.1 ................. 2 Median, Curb, Landscape ( .... . . . _ . . . . . . . . . . . . . . . . . . . 3_ Shoring & Bracing (LS) 4_ L & R Pits (LS) .... ....... 11._ _ ................ ......... _ ...... .......... 5 Traffic Control (LS) –._........._.._......_ ........................... ...._...._......._............. _ ...... _1.111. . �6 12" HDPE Pipe (Burst) (L ....._....,. ... .. ............._........_. ..... .. . 7 12 PVC (Open Trench.) (] Job No.: Weather /Temperature: L�...,.� ........._....... ......_._..._....._...__....... _.._. .... -_ ...... __. ......__._ ... _ ............. _..__. _...._. ............._.. (Clear /45, Cloudy /55, Rain/60, etc) ....... ............................... ....._ __......_...._............._.......__ .... . .... ....................................... ._ :/S CONDUCTED ............................. .... .......... ..................... _..__......._. _....................... ............................... _Re s e a r c h QA Audit . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . _ . . . . . . . . . 11.1. Special Inspection Correction Notice n BID SCHEDULE ITEMS ......... � .....1._I_.......t Pr....._.._. 1 ............................_........................_.... ..._..._.......__.....__.....__ 8 Manholes 0 -10 Feet (EA) 1 15 1 12" PE Sewer 1111.- ....._.._......._. . . ..... . . _. ........_ ......................._..............__.............-..-_.._....._..........._._......__...... . 16_ 8 8' Sewer Relo ..... ........ -....._ ..................................._...................._.__............_....__.._.. . 17 6 6" AC Di outs SF 11_ 4" Service Lateral . 18_ A Aggregate Base (SF) . . . . ( 19 B Biaxial . . _ _ 6 20 U , - -- ._._. _.1...1. .... 1..1. ... .... ....___ 22 `Replace Traffic Loops (LS) 23_ Construction Bypass (LS) ........... _.._........ _ . ......... 24 Water Service Relocation – .....Change Order Work ..............._... .......... ....._. _.........__.._.._.. _ 1111... . Time & Materials Work .. . ................................_ .............._........_....... ........................1111... General Location: Specific Location 22 �' ;.- -�9_ .............._ ......_.._.........._._..._..__ ..__..__......._......_. -- _..._..........__.._._._..._ 111__1.1.111... 0 +50 3 +00, Work Surface, etc.) (Street name, site id, . station number, etc.) _.........._ ................_.. 1__...1.11..._(...._........_.. _.: gr _..._... ......__....__ ................. ....... .. ............................. _ ...... .........._............................ ........................ .............................__ ...................._..._........ .._.........._._I ............. - 1.111. Primar Dw /Det: -- Secondary Dwg/Det: — Dwg ote: y......_......._.. g ........................................... ._�...._....................... ......._... ._._................._...._..._ ........ . . .... ..... . ... ................._........ ..... ........ ...... ..... . ....._._....---........ ... ...... ........_........_..........._......__.._.__.. ...... .... ...... . .... . . .. ..... _ ... ........................... (S- 1,...M -7, etc.) -- .........._(Yes/No ;..�_'! _ 1 ^.._ etc.: ........._ ............._....._. (G -1 C -7 etc. ..._...__......._._._._...... 1..1.....1 .............._...1_. _ ... ....... ........................ ..................... .................. _ ......... ... .......__................... .........._. ...................... _. .................... .._...... .......... ......._......._................. . ......... _ ........... .... ... _......_....... ...... ........ _ ............. _._._.. .... ....... ...._...... _ ....... _.......... _1.1............... S ecial /Technical Inspection Report: :' ......... ............................... ....._.._......_.....Special Testing Report:.._.._........._.......................... .................... ..... ....................... ........ _p......_.............._._ ........ ..............111___1 (Yes/No; Testing Laboratory, other testing, N /A) (Yes /No; Report, etc., N/ A)........._ ...................._.........................................._._.................._..._.._..................._......................_..._....................._._-.._-..........._....__........-.......-...... _._._...._........._.._..._.... .................__._......................................_......... ............................... "' °.......... "........ 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