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HomeMy WebLinkAboutEA 14-01; North Batiquitos Sewer Lift Station; Administrative Permits (ADMIN)C City of Carlsbad Memorandum May 14, 2014 To: Mark Biskup, Associate Engineer From: /^tP' Pam Drew, Associate Planner Via l^sve de Cordova, Principal Planner Re: P EA 14-01 - NORTH BATIQUITOS LIFT STATION PUMP REPLACEMENT Thank you for submitting an Early Assessment for a sewer station pump replacement project proposed at 7382 Gabbiano Lane, on the north side of Batiquitos Lagoon. The project site is currently developed with a sewer lift station. The repairs to the sewer lift station include the removal and replacement of the three (3) lift station wastewater pumps along with replacement of valves and miscellaneous related fittings, mechanical appurtenances and electrical components. All improvements will be within the fenced lift station site and no grading or excavation will occur. In response to your application, the Planning Division has prepared this comment letter. Please note that the purpose of an Early Assessment is to provide you with direction and comments on the overall concept of your project. This Early Assessment does not represent an in-depth analysis of vour proiect. It is intended to give you feedback on critical issues based upon the information provided in your submittal. This review is based upon the plans, policies, and standards in effect as of the date of this revievtf. Please be aware that at the time of a formal application submittal, new plans, policies, and standards may be in effect and additional issues of concern may be raised through a more specific and detailed review. Planning; General 1. All work, including staging, contractor parking and storage areas, shall be located within the eight foot chain link fence area. No trees or sensitive habitat shall be disturbed outside the project limits. 2. The trail, adjacent to the sewer lift station, shall remain open and unobstructed at all times during construction. 3. The project will not need any permits from Planning; however, the project must comply with C.M.C. Chapter 8.48 - Noise, which regulates permitted hours for construction. 4. The proposed project is located within a Hardline Conservation Area, as depicted in the City of Carlsbad's Habitat Management Plan (HMP), dated November, 2004. Therefore, construction noise that could affect the breeding of migratory songbirds and other species shall be avoided. Please add the following note to the construction drawings and include in the contract documents. Community & Economic Development Planning Division 1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-4600 I 760-602-8560 fax EA 14-01 - NORTH BATIQUITOS LIFT STATION PUMP REPLACEMENT May 14, 2014 Page 2 \ If construction occurs during the bird breeding/nesting season (February 15 through August 30) a qualified biologist shall conduct a focused survey for bird nests not more than 72 hours prior to commencement of construction operation. If nests are present, no loud construction may take place within 500 feet of active nesting sites during the nesting/breeding season for listed species and 300 feet for all other species including raptors. A buffer zone will be established around any identified nests in coordination with the monitoring biologist. If nests are present, no construction activities shall occur within any portion ofthe construction alignment which would result in noise levels exceeding 60 dBA hourly average at the nesting site. 5. Sheet 8 depicts two temporary by-pass pumps. Due to the project's proximity to residential neighborhoods and location within a Hardline Conservation Area, please state in the construction Specifications ("Specs") that the temporary by-pass pumps shall be sound attenuated (i.e. 70 dBA at 30 feet). 6. The project is exempt from environmental review per CEQA Guidelines Section 15302(c), concerning replacement or reconstruction of existing facilities involving negligible or no expansion of capacity. If requested by you, the Planning Division will record a Notice of Exemption with the County of San Diego for this project. To do so, your staff planner will need a check for $50 made payable to the San Diego County Clerk for the filing fee with the County. Fire Department: 7. Separate comments were previously submitted to you on the 95% plans. Land Development Engineering: No comments. If you would like to schedule a meeting to discuss this letter with the commenting departments, please contact Pam Drew at the number below. You may also contact each department individually as follows: • planning Division comments: Pam Drew, Associate Planner, at ext. 4644. • Land Development Engineering comments: Jeremy Riddle, Associate Engineer, at ext. 2737. • Fire Prevention comments: Gregory Ryan, Deputy Fire Marshal, at ext. 4663. DD:PD:bd c: Don Neu, City Planner Scott Donnell, Senior Planner Jeremy Riddle, Project Engi^neer Gregory Ryan, Fire Prevention Patrick Vaughan, Engineering Manager File Copy Data Entry PLANNING DEPARTMENT APPLICATION FORM FOR EARLY ASSESSMENT BY THE SPECIAL PROJECTS TEAM THIS SECTION FOR PLANNING DEIJARTMENT USE ONLY PROJECT PA) #: | M - O | DATE SUBMITTED: Uf 1 hd PLANNERrp^^ bfifeu:) PROJECT PROPONENT/DEPT CONTACT 2X DEPUTY PUBLIC WQRKS DIRECTO SIGNATURE: 1 Please type your responses in the boxes provided below. The form may be expanded to accommodate as much information as you choose to provide. PROJECT NAME/TITLE: North Batiquitos Lift Station Pump Replacement Have you submitted any previous early assessment applications for this project with Planning staff? If so, please attach a copy of the original request and the Planning Department's response. No. Is the project part of an approved CIP budget or a future CIP budget? If so, please provide the CIP Project #. Yes, Project # 5517 List any previous and/or anticipated future Planning Commission or City Council actions (e.g., permit approvals, activity authorizations, etc.) related to this project. 1, Approval to Advertise for Bids 2, Award of Contract 3, Notice of Completion List any previously certified environmental documents (e.g., EIRs, Negative Declarations). Listed on List any technical studies that have been prepared or that you anticipate will be prepared (e.g., biology, archeology, traffic, noise, etc.). None Is the project on City property? If not, has property owner authorization or an easement been secured? Yes City owned parcel Early Assessment For City Projects - Revised 10/12/06 Page 2 of 3 Identify the project location. Include specific parcel numbers if possible. Address: 2690 Gabbiano Ln Carlsbad CA APN: 215 801 28 Identify the project schedule. List critical and desired milestones including dates in the development review and construction process (e.g., public hearing dates, grant application submittal deadlines, public workshops, construction phasing, etc.). Final Design: May 23, 2014 Advertise for Bids: June 3, 2014 Award Contract: July 21,2014 Notice to Proceed: August 15, 2014 Substantial Completion: January 2015 DESCRIPTION OF PROPOSAL - Describe the project in as much detail as possible. Use as much space as needed. Attach additional sheets (drawings, etc.) if necessary. Be sure to identify, if applicable, estimated quantities of grading (including import/export), construction staging areas on and offsite, areas of sensitive vegetation, unique construction technologies, proposed facility technologies and byproducts, and any public art component. If preliminary or conceptual plans or exhibits are available, please include with this transmittal. Project includes the removal and replacement of the 3 lift station wastewater pumps along with replacements of valves and miscellaneous related fittings, mechanical appurtenances and electrical components. All improvements will be within the fenced lift station site, there is no excavation related to the proposed improvements. An attached set of draft plants is included with this submittal. Early Assessment For City Projects - Revised 10/12/06 Page 3 of 3 CITY OF CARLSBAD REVIEW AND COMMENT MEMO DATE: APRIL 14. 2014 PROJECT NO(S): EA 14-01 REVIEW NO: 1 PROJECTTITLE: NORTH BATIQUITOS SEWER UFT STATION APPLICANT: CITY OF CARLSBAD/MARK BISKUP TO: • • • • • • • • FROM: Land Development Engineering-Jeremy Riddle Police Department-J. Sasway Fire Department - Greg Ryan Building Division - Will Foss Parks & Recreation (Parks/Trails) - Liz Ketabian Parks & Recreation (Trees & Medians) - Morgan Rockdale Public Works Department (Streets) - Nick Roque Public Works Department (Traffic) - John Kim Public Works Department (Design) - Patrick Vaughan SANDAG (Any huge/major development) 401 B. Street, Suite 800, San Diego CA 92101-4231 •ALWAYS SEND EXHIBITS PLANNING DIVISION/RAM DREW • Public Works (Storm Drain) - Clayton Dobbs O Public Works (Wastewater) - Don Wasko O Public Works (Water)-Eric Sanders r~l Water/Sewer District |~1 Landscape Plancheck Consultant - PELA • School District n North County Transit District - Planning Dept. n Sempra Energy - Land Management Q Caltrans (Send anything adjacent to 1-5) Please review and submit written comments and/or conditions to the PLANNING TRACKING DESK in the Planning Division at 1635 Faraday Avenue, by 5/28/14. If you have "No Comments," please so state. If vou determine that there are items that need to be submitted to deem the application "complete" for processing, please immediatelv contact the applicant and/or their representatives (via phone or e-mail) to let them know. Thank you COMMENTS: PLANS ATTACHED Review & Comment 02/14 CITY OF CARLSBAD REVIEW AND COMMENT MEMO DATE: APRIL 14, 2014 PROJECT NO(S): EA 14-01 REVIEW NO: 1 PROJECT TITLE: NORTH BATIQUITOS SEWER UFT STATION APPUCANT: CITY OF CARLSBAD/MARK BISKUP Q Public Works (Storm Drain) - Clayton Dobbs n Public Works (Wastewater) - Don Wasko n Public Works (Water)-Eric Sanders O , Water/Sewer District l~1 Landscape Plancheck Consultant - PELA O School District n North County Transit District - Planning Dept. O Sempra Energy - Land Management n Caltrans (Send anything adjacent to 1-5) TO: ^ Land Development Engineering - Jeremy Riddle n Police Department - J. Sasway ^ Fire Department - Greg Ryan I I Building Division-Will Foss Q Parks & Recreation (Parks/Trails) - Liz Ketabian Q Parks & Recreation (Trees & Medians) - Morgan Rockdale I 1 Public Works Department (Streets) - Nick Roque Q Public Works Department (Traffic) - John Kim I I Public Works Department (Design) - Patrick Vaughan r~l SANDAG (Any huge/major development) 401 B. Street, Suite 800, San Diego CA 92101-4231 * ALWAYS SEND EXHIBITS FROM: PLANNING DIVISION/PAM DREW Please review and submit written comments and/or conditions to the PLANNING TRACKING DESK in the Planning Division at 1635 Faraday Avenue, bv 5/28/14. If you have "No Comments," please so state. If you determine that there are items that need to be submitted to deem the application "complete" for processing, please immediately contact the applicant and/or their representatives (via phone or e-mail) to let them know. Thank you COMMENTS: Signature Date PLANS ATTACHED Review & Comment 02/14 CARLSBAD FIRE DEPARTMENT FIRE PREVENTION BUREAU Discretionary Revievy Checklist PROJECT NUMBER: EA 14-01 BUILDING ADDRESS: NORTH BATIQUITOS SEWER LIFT STATION PROJECT DESCRIPTION: REPLACEMENT OF SEWER LIFT STATION PUMP EQUIPMENT ASSESSOR'S PARCEL NUMBER: FIRE DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore, any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. By: G. Ryan Date: 04.17.2014 DENIAL Please see the attached report of deficiencies marked with S. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: ATTACHMENTS FIRE DEPARTMENT CONTACT PERSON NAME: GREGORY L RYAN DEPUTY FIRE MARSHAL ADDRESS: 1635 Faraday Ave Carlsbad, CA 92008 PHONE: (760) 602-4665 ESCONDIDO CONTRACT DRAWINGS FOR NORTH BATIQUITOS LIFT STATION PUMP REPLACEMENT PROJECT No. 5517 VICINITY MAP NTS CITY OF CARLSBAD CARLSBAD, CALIFORNIA NOVEMBER 2013 LOCATION MAP NTS I SHEET INDEX DRAVHNC NO. SHEET NO. DESCRIPHON 0-1 G-2 0-1 D-2 M-1 M-2 11-3 M-4 E-1 E-2 E-3 1 2 3 4 5 6 7 8 9 10 11 triLE SHEET GENERAL NOTES, SYUBOl^. ABBREVIATIONS ANO SHE PLAN DEMOUTION PLAN ANO SECTICN DEMCUTION SECTION MECHANICAL PLAN AND PUMP CUR>C MECHANICAL SECTIONS MECHANICAL DETAIU BV-PASS PLAN AND NOTES STANDARD ELECTRICAL SYMBOLS * ABBREVUTUNS ELECTRICAL PLAN ELECTRICAL DETAILS CITY COUNCIL MATT HALL - MAYOR MARK PACKARD - COUNCIL MEMBER KEITH BLACKBURN - COUNCIL MEMBER FARRAH GOLSHAN DOUGLAS - COUNCIL MEMBER LORRAINE WOOD - COUNCIL MEMBER JOHN COATES - CITY MANAGER SKIP HAMMANN - PUBLIC WORKS DIRECTOR REFERENCE DRAWINGS DWG NO. PROJECT NME 308-8 NORTH BATIQUITOS PUMP STATION 41S-2A NORTH BATIQUfTDS UFT STATION IMPROVEICNTS PACKAGE 'A' 41S-2B NORTH BATIQUfTDS UFT STATION IMPROVEMENTS PACKAGE "B* 41S-2C NORTH BATIQUrrOS UFT STATKM FORCE MAM REPAIR IF THIS BAR DOES NOT MEASURE 1" 1HEN ORAWNG IS NOT TO SCALE. DUDEK MS HM Scrat fiaHKt CA nOM HORIZONTAl. NO XMZ VERTICAL NO KALE "AS BUILT' P.E. WSPECTOR -RT DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AH THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSBIE CHARGE OVER THE DESIGN OF TNE PROJECT AS DEFMED M SECTION 6703 OF THE BUSMESS AND PROFESSKMS CODE, AND THAT THE DESIGN IS CONSBTENT IMTH CURRENT STANDARDS. I UNDERSTAND THAT TNE CHECK OF PROJECT DRAWMOS AND SPEOFICATKMS BY THE COY OF CARLSBAD DOES NOT RELEVE ME AS ENGINEER OF WORK. OF MY RESPONSHLJTES FOR PROJECT DESIGN. DUDEK 805 THUID STREET ENCMA. CA 82024 780-942-S147 BYi ^KveULttMi— R.C.E. NO: C26514 DATEi OCT 2013 REOSTRATMN EXPIRATMN 0AT& 03/31/14 9S% PROGRESS SET NOT FOR CONSTRUCTION EHaNCE* OF none RE>«SION DESCRIPTION oiNB) mmm. cm uvrntKL G-1 PUMP " TITLE SHEET iiHiumi iiuuuiuuii ^^^^^^^^ fssw gSKJS. CP 5617 mmn m 415-2D VALVE SYMBOLS VALVES SHOWN WIIH FUNGED JOMTS Jt^ PLUG VALVE BALL VALVE CHECK VALVE (ARROW INnCAlES FLOW DRECTION} GATE VAL^ BUTTERFLY VAL^ MOTOR OPERATED VALVE (BUTTERFLY VALVE SHOW) FITTING SYMBOLS RTHNGS SHOWN WITH FLANGED JOINTS N • V4>' • 90* ELBOW 90* ELBOW UP 90* ELBOW DOWN 4S- ELBOW 45' ELBOW UP 45* ELBOW OOm TEE TEE UP TEE DOWN CROSS LATERAL WYE LATERAL WYE DOWN LATERAL WYE UP CONCENTRIC REDUCER ECCENTRIC REDUCER PIPING SYMBOLS E»SnNG PIPE NEW PPE (ABOVE GROUND) NEW PIPE (BELOW GROUND) EXISTING PIPE TO BE REMOVED ^ OR ABANDONED (AS NOTED) FLANGED JOINT MECHAMCAL JOMT GROOVED END JOINT (VICTAUUC COUPUNG) •msm JOINT SLEEVE TYPE MECHANICAL COUPUNG PIPE AND EQUIPMENT DESIGNATION EOUIPMENT CALL OUT [P^l^] EXISTING EQUIPMENT NUMBER. SEE SreaFlCATlONS EQUIPMENT TYPE ABBREVIATION. AS SHOWN HEREON PIPING CAa OUT C1!"_EI-_#D EXISTTNC PIPE ID. SEE PIPE SCHEDULE ON DRAWING M-1 I— mpm PIPING SERVICE ABBREVIATION. AS SHOVM HEREON 1- NOMINAL PIPE SOE (F) PREnX DENOTES FUTURE CHANGE IN PIPING MATERIAL CROSS REFERENCING SYSTEM PIPE SERVICE ABBREVIATIONS A CIS OP DIP G OF PO UW AIR CHLORINE SOLUTION CAST IRON P»»E DUCTILE IRON Pf>E GRIT 0\CRFU}W PLANT DRAIN UTIUTY WATER (1) A SECTION CUT ON A DRAWING IS IDENTIFIED AS FOLLOWS: DIRECTION OF VIEW '-4 (2) THE SECTION IS IDENT1FW) AS FOLLOWS: SECTION NOT TO SCALE M-3 SECTION LETTER DRAIMNG WHERE SECTION IS DETAILED SECTION LETTER DRAWING ON WHKH SECTION WAS CUT (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER TO THAT OF SECTKMS EXCEPT DETAILS ARE ASSIGNED NUMBERS RATHER THAN LETTERS DETAIL .^TN,. DETAIL NUME NOT TO SCALE INDICATES THAT DETAIL OR SECTION IS SHOWN ON SAME SHEET AS CALLED OUT EQUIPMENT TYPE ABBREVIATIONS G ME P GATE MISCELLANEOUS MECHANICAL EQUIPMENT GENERAL ABBREVIATIONS ABND ABANDONED ADF A^AGE DAILY FLOW CL CENTER UNE CLR CLEAR CY CUnC YARD DEO DEGREE DN DOWN DTL OCTAL DWG DRAWING EA EACH EL ELEVATION EQP EQUIPMENT EW EACH WAY EX. (E) EMSTMG FT FEET FUT. (F) FUTURE GPM GALLONS PER MINUTE GR GROLMD HB HOSE BIBB HWL HKH WATER LEVEL INV INVERT LNL LOW WATER L£><CL MAX MAXMUM kjikj uikiikiiiki mW MlnHWJM N/A NOT AVAILABLE Na NUMBER OC ON CENTER P PUMP PSI POUNDS PER SQUARE INCH SCH SCHEDULE SPEC SPEOFICATION SST STAINLESS STEEL TF TOP FLAT TOC TOP OF CONCRETE TYP TYPICAL WL WATER LEVEL SITE PLAN SCALE: 1' - 40" GENERAL NOTES 1. APWirAMC lAMUS- CONTRACTOR SHALL COMPLY WTH ALL APPUCABLE GOVERMIENTAL AND LOCAL LAWS, REGULATIONS. AND ORDINANCES WITH REGARD TO TRAFFIC SAFETY. WORK HOURS, OPERATING HOURS NOSE ANO *»R POLLUTION. ANO SANITARY CONDITIONS Z MMEHSMWS tm ElfVATlOHS; LOCATION. DIMENSION. AND ELEVATION OF IMPROVEMENTS TO BE MET dY WORK OF THIS CONTRACT SHALL BE CONFIRMED BY nELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. INCLUDING PROCUREMENT. ALL DISCREPANCIES SHAa BE REPORTED TO THE CmTS REPRESENTATIVE WITHIN 48 HOURS. 3. SAFFTV^ A. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSWUTY FOR JOB Ssr": CONDITIONS DURING THE COURSE OF CONSTRUCTION 1NCLUDB*C SAFETY OF AU PERSONS AND PROPERTY. THIS REQUIREMENTIS NOT UNITED TO NORMAL WORKMG HOURS THE CONTRACTOR SHAa DEFEND. INDEMNIFY, AND HOLD THE CITY ANO THE ENGINEER HAWILESS FROM ANY ANO ALL UABUTY, REAL OR ALaCED IN CONNECTION VMTH THE PERFORMANCE Of THIS WORK. EXCEPTWG UABIUTY ARISWG FROM THE SOLE NEGUONCi OF THE OTY OR TVC ENGINEER. B. CONTRACTOR SHAa COMPLY WITH Aa REQUIREMENTS OF LOCAL,aTY, STATE, AND F5>ERAL REGULATIONS CONCaNING CONFINED SPACE ENTRY. 4. Jna-STF fiOMPITMMS: A. UPON COMPLETION OF EACH DAY'S WORK. THE CONTRACTOR SHAa BE RESPONSIBLE FOR LEAVMG THE WORK AREA SECURE ANO FREE OF HAZARDS THE CONTRACTOR SHAa PROVIDE NECESSARY TEMPORARY SIGNS, WARNING DEVICES, AND BARRICADES TEMPORARY A^SS SHAa BE PROVIDED TO Aa ADJACENT ACTIVITIES DURING NON-CONSTRUCTION HOURS a THE EXIST1N0 FACIUTY MUST REMAIN IN OPERATKM FOR THE DURATION OF THE WORK. THE CONTRACTOR SHAa COORDINATE Aa ON-SITE ACTIVITIES VWTH THE OTlTS OPERATIONS STAFF. ACCESS SHAa BE PROVIDED FOR OPERATIONS AM) MAINTDIANCE PURPOSES CONTRACTOR SHAa REFER TO SPECWCATION S£CTK)N 010T4 FOR CONSTRUCTION SEQUENONG AND MAINTENANCE OF OPERATION. C. THE CONTRACTOR SHAa PROTECT Aa EXPOSED AREAS OF THE SHE DURMO THE CONSTRUCTKM PERKX) AOAINST DAMAGE. ANY ANO Aa SITE DAMAGE FROM THE CONTRACTOR'SACTlvmES _ SHAa BE REPAIRED BY THE CONTRACTOR AS DIRECTED BY THE QTY. D. CONTRACTOR SHAa PROVDE MINIMUM 10-DAYS NOTICE TO THE OWNERS PROJECT MANAGER FOR ANY TIE-INS OR SHUT-DO\WS REQURED FOR EXECUTION OF WORK. E: CONTRACTOR SHAa NOT BLOCK OR IM>EDE ACCESS TD OTHERS ALONG DIRT ROAD/ACCESS PATH. MARK- NEED TO DECiDE TO USE CONTRACTOR BY-PASS OR USE CITY'S STANDING BY-PASS CONTRACT WTH GODWN. REVISE NOTES B AND D & AS-BUILT DRAWNGSi A. THE CONTRACTOR SHAa MAINTAIN CURRENT BLACKUNE DRAWINGS DURING CONSTRUCTION NEATLY MARKED IN RED INK TO REFLECT THE AS-BUILT CONDITIONS CONTRACTOR SHAa MAKE UPDATES TO THE AS-BUILT DRAWINGS ON A DAILY BASIS. AS-BUILT DOOAIENTS SHAa BE MAINTAMED ON SITE AT Aa TIMES B. AS-BUB-T DRAWINGS SHAa INaUDE ANY DEVIATK)N FROM PLANS INCLUDING PIPELINE UNE ANO GRADE AND SUB-GRADE UTIUTY LOCATIONS ANO SIZE. CURRENT AS-BUILT DRAWINGS SHAa BE A CONDITION OF MONTHLY PROGRESS PA'rMENT. CONTRACTOR SHAa REVIEW AS-BUILT DRAWINGS WITH THE QTY PRIOR TO SUBMITTINC PROGRESS PAYMENT REQUEST. AS-BULT DRAWINGS SHAa BE SUBMITTED TO THE OTY FOR APPROVAL PRIOR TO RELEASE OF RETENTION. 95%PR(X3RESS8ET NOT FOR CONSTRUCTION IF THIS BAH DOES NOT UEASURE V THEN DRAMNG IS NOT TO SCALE DUDEK MS TT*4 Sa»« EncWtM. 7«a«42 S147 Fn ll/MVA 44 HORIZONTAL NO SCALE VERTICAL NO SCAlf •'AS BUILT' REVKWCD BY: OMMEU OF tow REVISKM DESCRIPTION G-2 aT> WPTOVAL SHEET 2 cmr OF CARLSBAD ENCINEERING DEPARTMENT SHEETS 11 PUMP REPUCEMANT GENERAL NOTES. SYMBOLS. ABBREVIATIONS AND SITE PLAN W BY - fl <fv»o ¥ PROJECT NO. CP 5517 DRAWING NO 415-2D }6«7« BORDER <2V OfP/-> PLAN SCAIC 3/Br-1'-0" NOTES: 1. Aa EXISTING ITEMSk CAUEO OUT OR NOT. SHALL BE PROIECIED IN PLACE UNLESS EXPUCITLY SPECIFIED OTHERWSE. 2. ALL FACajTlES SHOWN ON THIS DRAWING ARE EXISTING AM) ARE REPRESENTED BASED ON REVIEW OF AVALABIE RECORD DRA1MN6S, DESIGN DRAWK6S AND SURVEY. CONTRACTOR SHALL NOTIFY THE ENGINEER MMEUATELY QF ANY DtSCREPANOES. 3. THE DEMOUTION DRAWNOS PROVDE GENERAL DDWHTION OF THE CONTRACTORS SCOPE FOR BIDDING AND CONSTRUCTION. THE DRAWMGS ARE NOT INTENDED TO ITEMIZE OR UMIT DEMOUTKM ANO TNE CONTRACTOR SHALL CONSUER THE SCOPE W THE CONTEXT OF THE NEW WORK DEFINED EUEWHERE M THE CONTRACT DOCUMENTS ANO BASED ON SITE MVESTWATUNS. 4. CONTRACTOR TO VERIFY LOCATION OF 4" CtP DRAM UNE. £t. m.o -HVAC (SUPPLY) . 0 • • » DEMOLITION LEGEND REMOVE AND DISPOSE OF EXISTMG MOTOR AND RING BASE. ^ LEAVE METAL BASE PLATE. REMOVE AND DISPOSE OF EXISTMG SHAFT AND GUARD. ® REMOVE AND DISPOSE OF EXISTING PUMP AND FRAM^ TYP OF 3. -CO?.) SEE NOTE 4 SECTION SCAlE: S/r-l'-tf" <S> REMOVE ANO DISPOSE OF EXISIMO V x r REDUCMO EUOW. TYP OF X <D REMOVE AND DISPOSE OF EXtSTMG 8* EXPANSION JOINT. TYP OF Of REMOVE AND DISPOSE OF EXISTMG 12* x B" EXPANSION JOMT. TYP OF 3. MMOVE AND DISPOSE OF EXISTMG 14' PIPING AND APPURTENANCES. ®REMOVE AND DISPOSE OF EXB1MG 12* PIPING UP TO ANO INdUXNG EMSTMG 12* VICTAUUC COUPUNG. TYP OF 3. % REMOVE AND DISPOSE OF EXISTMG V PIPING AND APPURTENANCES. % REMO« AND RETURN EXISTING 14* PLUG VALVE TO QTY. % REMOVE AM) RETURN EXISTING 12* PLUG VALVE TO CTFY. TYP OF 3. % REMOVE AND RETURN EXISTING 8' PLUG VALVE TO CITY. TYP OF 3. % REMOVE AND RETURN EXIST1M S* CHECK VALVE TO CITY. TVP OF 3. |jca^^<^ is MOV reiy*f"^ Slice •^(tdtiA- —• 1.^ GRAPHIC SCALE SCALE: 3/B*>1'-0* 9S%PR06R^SET NOT FOR CONSTRUCTION D-1 IF THS BM DOES NOT MEASURE 1" THEN OftAWNO IS NOT TO SCALE. DUDEK (OS TMrd SMI fticUM CAtXIM 7taMlSI47 FnTIOMlOtM SCALE HOnZOHTAL "AS BUILT' DATE INSPECTOR DATE "SST MWL REVISION DESCRIPTION cnYAmnwM. mm. mmm un MUIUN nnip BBucmuR DEMOLITION PLAN AND SECTION sser oaant CP 5517 415-20 PUi8> ACCESS HATCH (TYP) SECTION SCAlf! 3/r-i'-or . 0-1 13 i NOTES: 1. ALL EXISTING ITEMS, CALLED OUT OR NOT. SHAU. BE PROTECTED IN PLACE UNLESS EXPUOTLY SPEOFIED OTHERWSE, 2. ALL FAOUTIES SHOWN ON THS ORAWNG ARE EXISTING AND ARE REPRESENTED BASED ON REMEW QF AVAIABLE RECORD DRAWINGS^ OESKN DRAWINGS ANO SURVEY. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3. T>« DEMOUTION DRAWMGS PROMDE GENERAL DEFINTTION OF THE CONTRACTOR'S SCOPE FOR BDUNO AND CONSTRUCTION. THE DRAWINGS ARE NOT INTENDED TO ITEMIZE OR UMIT DEMOUTION AND THE CONTRACTOR SHAU. CONSIDER THE SCOPE M THE CONTEXT OF THE NEW WORK DEFINED ELSEWHERE M THE CONTRACT DOCUMENTS AM) BASED ON SITE MVESnGATIONS DEMOUTION LEGEND 0 14* n TEE, CONTRACTOR TD BUND FLANGE EiaSTING WALL PENETRATION. © REMO\C AND RETURN EXISTMG 14* PLUG VALVE TO CnY. <D EXISTING MEIER TO BE SALVAGED ANO RETURNED TO OTY. 0 REMOVE AND DISPOSE OF EXISTING 14* SPOOL PIECE WITH TIE RODS. (D REMOVE ANO DISPOSE OF EXISTMG 14* x 8* WYE. <i) REMOVE AND DISPOSE OF EXISTING 14* PmNG ANO APPURTENANCES. 0 REMO« AND DISPOSE OF EXISTING 8* PIPMG ANO APPURTENANCES. GRAPHIC SCALE SCAIC 3/B*-1*-0* 95K PROGRESS SET NOTFORCONSTRlXniON F D«S BAR DOES NOT MEASURE 1' THEN DRAMN6 IS NOT TO SCALE. DUDEK WSTMrd SMIincM«CA«21 7M.M2JI47 FxTHXaUlM HORIZONTAL "AS BUILT' REMEKO BY: HSPECTOR DATE fSMSm DESCRIPTION mammm. D-2 RUKlH BUNUIIUB UIT slXiiuii PUMP RSUCBUHT DEMOUTION SECTION mm CP 5617 mmrm 415-2D I e PLAN SCAlE: 1/r-1'-0* © © © ® © © ® ® (g) @ ® @ @ CONSTRUCTION LEGEND NEW CLOSE-COUPLED DRY PIT SUBMERSIBLE PUMP PER SPECIFICATION SECTION 11328 NEW CONCRETE njMP BASE PER DTL 2. DWG U-3, TKP OF 3 S' QOr DIP BEND. TYP OF 2 S' X 8* ECC EXPANSION JOMT (TF) TYP OF 3 8* 90* DIP BEND 8' 48* DIP BEND S' DIP SPOOL PIECE FLG X FLG 8* DIP SPOOL PIECE FLG x PE, TVP OF 3 8* FLANGED CHECK VALVES TYP OF 3 8* FLANGED PLUG VALVE, TYP OF 3 8* VICTAUUC COUPUNG, TYP OF 3 r SO* DP LONG RADIUS BEND 10' X 12* ECC EXPANSION JOINT (IF) TYP OF 3 12' DIP SPOOL PIECE FLG x PE. TYP OF 3 12' FLANGED PLUG VALVE, TYP OF 3 14' X 8* DIP CONCENTRIC REDUCER @ 14* x 8' DIP FLG X FLO WYE @ 14* DIP SPOOL PIECE FLG x FLG @ 14' FLANGED PLUG VALVE (g) 14* EXPANSUN JOMT (g) 14* GO- DIP BEND ^ EXIS1M 4!'OP ORMlL REU) VBRVYAC^ PLUG ^(3) THREE GmmnXim DRMB OWE ATEACH PUMp}. SET Ne* FUMP SUPPCMTMER ANCHOR HL1S CUSAR^ OP DRAM BY MM OF 6*. SEE DRAWING SET 306-8 NORTH BATKSTOS PUMP STATION, FOR OONSTmjCTION OF DRAIN UNE BELOW 24* TNK SLAB @ CENTER NEW PUMPS ON CENTER UNE OF EXISTING 12* DIP SUCTION UNE F THIS BAR DOES NOT MEASURE 1" THEN ORAWNC IS NOT 10 SCALE 100- 1 PUMP PERFORMANCE ESTIMATQ} BETWEEN 1,550 GPM AND 1.800 GPM 2 PUMP PERF<»MANCE ESTMAT^ CLOSE TD 2.500 GPM AND UP TO 2,850 GPM 1 - FLYBT m330l.ia0 HT - 100 HP 2000 FLOWRATE. GALLONS PER MINUTE 31X10 ANTICIPATED PUMP AND SYSTEM PERFORMANCES CURVES GRAPHIC SCALE SCALE: l/r-l'-O* 95%PI«)6RESSSET NOT FOR CONSTRUCTION DUDEK «B TMrd Sirat EhcMii; CA nOM 7«g.MUI47Faii7<a>63UI<4 "AS BUILT' REVCWED BYi DATE REVISION DESCRIPTION cnvAmnvAL M-1 HOKIU UilUiUROy Uff iffA'RIUI PUMP SBPLACOUIIT MECHANICAL PLAN AND PUMP CURVE 'ifffwvttiWtiiW'l M&IKTML CP 5517 mmtrm. 41S-2D n i 1 I SECTION SCAIC: 1/r-1*-or .12" OIP; sueiKM CONSTRUCTION LEGBUD © NEW Oflg-COUPlfP DRY PIT SUBMERSHIE PUMP PER ^ SPEOnCATKM SECTION 11328 0 NEW CONCRETE PUMP BASE PER DTL 2. DWG H-3 (S) 8* 90- DIP BEND 0 8* X B* EOC EXPANSMN JOBIT (TF) 0 BT 90* DIP BEND 0 8* 48' DP BEND 0 ar DP SPOOL PECE FiG X FLG 0 ar OP SPOOL PECE FLG X PE 0 ar FLANGQ} CHECK VALVE @ ar FLANGED PLUG VALVE 0 ar VICTAUUC COUPIMG @ 14* BUND FLANGE @ IV X ir ECC E)PANSWN JOMT (TF) @ 12r DP SPOOL PIECE RjO X PE @ 12* FLANOES PLUG VALVE @ 12* VICTAUUC COUPUNG (g) 14' X ar DP REDUCER @14*x8rDPFLGxFL0WYE @ 14* DP SPOOL PCGE FLG x FLO @ 14* FLANGED PUW VALVE @ 14* EXPANSION JOMT @ 14* W DP BEND (3 MOTOR MOUNT OPENMG FOR Cm£ ACCESS PER DTL 71 ^ DWQ E-3, NEW BRJOO HATCH tt iZJ @EXIS1MB 4'OP ORMK REtO VEHPY ACTUAL lAMIi^ PUJO OOMS Elttmn n«R DRABB «ME AT EACH aoRVCP MMji gy MM vtr._m ORAMNO SET S08-a NORTH BATMITDS PUMP STATnl FOR OONSTRUCTION OF DRAM UNE BEUW 24' TH( SLAB @tr SOTDPBEND ^EXISnNG WWl. MOUNTED PPE SUPPORTS. CONIRACTOR TD ^ MOOFY SUPPORT IE DOWNS TO ACCOMMODATE NEW 14* DP PC CEMTERUNE @ CONNeCT NEW 14* OP FLG X FLO SPOOL PECE TD EXBTMG FLANGE NOTE: 1. CONIRACTOR TO VERPT PPE CENTER UNE E1£VATI0N WITH PUMP MANUFACTURER. SECTION SCALE: i/r-r-tr .M-1 GRAPHIC SCALE scAifc i/r-i'-or 95% PROGRESS SET NOT POR CONSTRUCTION F TNn BAR DOES NOT UEASURE r nCN DRA«MC IS NOT TD SCAU. DUDiK MSTtMtoMBitUb^CAnaM VER1WAL "AS BUILr REMCWD an IIWICIUW BATE Tsar REMSKM DESCRIPTION M-2 Hi •n^ikoTVi raip 1 MECHANICAL SECTKMS PIPE (INCHES) 3 a-1/2 I i 24 A (INCHES) Ms: B* ONCHES) 1 C (MCHES) 0 ONCHES) £* (INOIES) ^ I "iT 33 -m WEsram mmammmS< 'mmsnmminsrjimWO vrummmizmm © ® •DIMENSIONS GIVEN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO MSTAUATION. LEGEND U-BOLT, NUTS AND WASHER (9ZE PER PIPE SIZE) PIPE SADDLE SUPPORT (TOLCO FIG 317, GRMNEL nO 258, OR APPROVED EQUAL) S/8* SST EPOXY ADHESIVE ANCHOR WITH STAMUESS STEa UEVEUNG NUT ANO WASHER. 5-1/2* UWMUM EMBED (TYP) 1-1/2* MINIMUM NON-SHRINK GROUT HEIGHT TD BE DE1ERMMED IN F1EU> FLANGE SUPPORT (TOLCO FK 314) OR APPROVED EQUAL PPE SADDLE WITH SlEa YOKE (tOUX FIG 31B, CRMNELL FIG 259, OR APPROVED EQUAL) 3/B* THCX STEa PLATE. SIZE PER TAKE THREADED PPE STAW) (TOLCO FIG 31BT OR APPROVED EQUAL), SIZE PER TABl^ SEE N01ES THREADED HPE WITH ADJUSTER (TOLCO FIG 319 OR APPROVED EOUAl), SIS PER TABL& SEE NOTES TYPE I TYPE II TYPE HI PPE OR FITTING SIZE PER PLAN 1. CONTRACTOR TO VERIFY AU. DIUENStONS PRIOR TO PURCHASE AND FABRICATION 2. WHERE NON-ADJUSTABLE PPE SUPPORTS ARE SPECIFIED. PROVIDED NON-ADJUSTABIE STANCHION (TOLCO HG 316 OR APPROVED EQUAL), AND DELETE ITEM 10 ABOVE. CONTRACTOR TO DETERMINE DIHENSK)N V IN REU). PIPE OR FfTTING SIZE PER PLAN PIPE SUPPORT NOTES: CONTRACTOR SHALL BE RESPQ!glBl£ FOR FIELD WtlFYMG AU. DMENSU)NS PRIOR TO FABRICATKMOF PIPE SjfPORTS. PIPE am>ORTS SHALL BE FABRICATED TO DMENStONS OR UMITATKMSiNOICATED ON THE PLANS. UNLESS OTHERWISE NCriED. 2. AU. PPE SUPPORT MATERIALS OF CONSTNJCTION SHALL BE TYPE 316 STAINLESS STEEL 3. AU. PPE SUPPORT ANCHORS AND FASTENING HARDWARE SHALL BE TYPE 316 STAINLESS STEEL 4. TEMPORARILY REMOVE PIPE CLAMPS AND HANGERS PRIOR TO PAINTING PPE. SUBMITTALS: A. CONTRACTOR SHALL SUBMIT DETAILED FABRICATION DRAWINGS FOR APPROVAL BY THE ENGINEER. FABRICATION DRAWMGS SHAU. INDICATE ACTUAL FIEU) DIME)«IONS. B. ANY DEVIATIONS FROM OR EXCEPTIONS TO THE DETAILS ON THE PLANS SHALL BE CLEARLY MDICATED. C ALL MATERIALS OF CONSTRICTION SHALL BE CLEARLY IDENTIFIED. ADJUSTABLE PIPE SUPPORT DETAIL F THS BAR DOES NOT MEASURE 1" 1NEN DRAWNC IS NOT TO SCAIE. 10' MUT 6* OUTLET 1'-7* lar^ v-r JtS- til I EXIST 20" THfC CONCRETE SLAB PLAN NOTES: 1. FLOOR SURFACE MUST BE WASHED FRK FROM OIL 2. FLOOR SURFACE MUST BE ROUGHENED BY SAND BLASTING. 3. aH£ DAY PfflOR TO CASTING THE CONCRETE THE FLOOR MUST BE MOISTENED. 4. CONnRM ALL DIMENSIONS AND DETAILS WITH PUMP MANUFACTURER. MODIFY PER APPROVED SHOP DRAWINGS AS REQUH^. 5. CONCRETE TO BE PREPARED PER SPECIFICATION SECTION RIGHT a** UNGiS il-BMt MESHED mm KOESFAL )c-8AR AND ST MM Ur MTO EMST SLAB wrm MLIi HIT-RE BOO ADHESIVE AtKHORMO S«S«M (nP 14 V EXIST 20" THK CONCRETE SLAB FRONT PUMP SUPPORT PIBIS PLAN kir TO scAii SUEEVE PROTECT FROM BONDING AOJENT REBAR NOTE: PUMP ANCHOR DETAIL DUDEK MS HM mat EncHm CAtlm 7«(»4UI47hx7<IU91«lt4 HCROGNTAL "AS BUILT' P.E. -DATE REHEKD BY! MSPECTOR 95% PROGRESS SET NOT FC« CONSTRUCTION tar PMMCER OF VDMC REVISION DESCRIPTION am tmmtL M-3 7 j^^^ ji_ PUMP BIPUGDUNT MECHANICAL DETAILS jsnr tmttm m mmtm \l mm If 11 CP 5517 ll ma 415-2D MxMWIWll ! 2 z ' X X X-T-X— X X X X X X X X X X X X X X X X X X—X X X X X X— X— X X X X X X X X X X— X X X X X- A.C. PA\^UENT PLAN SCALE: i^vtr-tr r THS BAR DOCS NOT ICASURE r THEN ORAVNNC IS NOT TO SCAIE. DUDEK 7«L>O.SI<7f««7Wm0l*4 SCALE HORBOHTAL WRUCAL "AS BUILT' P.C. EXP. DATE REWEIKD BYi BY-PASS LEGEND (T) PROVIDE (» TWO ENGIN DRIVEN BY-PASS PUMPS. EACH ^ WriH A CM>ACnY OF 1500 GPM O 130" TOTAL DYNAMIC OtSCHARGE HEAD PUIS STATIC AND DYNAMIC SUCTION LOSS (i) PLUG EXISTMG 24* SEWER AND MAMTAM NO FLOW OR ^ LEAKAGE TD THE WET WEU. WHU PUMPS AND VALVES ARE BONG REPLACED 0 GROUND ELEVATION APROX -l-IStf MSL @ SEWER APROX C -1.9 MSL 0 MM SUCTION DIA 8* AND MM DISCHARGE DIA 6* QRAmiC SCALE SCALE: 3/l8*-1'-0r 9SK PROGRESS SET NOT FOR CONSTRUCTION M-4 RCVISiaN DESCRIPTION ••'A TT^f^ricm PDMP nPLAOMUir BY-PASS PLAN AND NOTES HiU iWl HIIB "-~ I STAWDAgn ABBREVIATIONS A AMPERES N NEUTRAL AC ALTERNATING CURRENT NA NON-AUTOMATIC AF AMPERE FRAME NC NORMAaY CLOSED AFC ABOVE FMKHED CONCRETE NC» NORMAU.Y CLOSED, AFT AaO« F1MSHED FLOOR INSTANTANEOUS OPEN AF6 ABOVE FINISHED GRADE NCTC NORMAUY CLOSED, AT AMPERE TRP TME CLOSE ATS AUTOMATIC TRANSFER SWITCH NCTO NORMAU.Y CLOSE, AUX AUXUARY niE OPEN AUTO AUTOMAHC NEC NATIONAL ELECTRIC CODE AWG AMERICAN WIRE GAUGE NIC NOT M CONTRACT BC BARE COPPSt No NUMBER BO BOARD NO NORMALLY OPEN BKR BREAKER NOIC NORMALLY OPEN, C CONDUT INSTANTANEOUS CLOSE CAB CABMET NOTC NORMAUY OPEN, CB CIRCUIT BREAKER TIME CLOSE CKT ORCUtT NOTO NORMALLY OPEN, CLC CEUNG TME OPEN ca CONDUIT ONLY NP NAMEPLA1E COMPT COMPARTMENT NTS NOT TD SCALE COND (XINOUCTOR OFT OWRFLOW TANK CCNT CONTROL OL OVERLOAD CONTD CONTINUED OTT OVERTEIP SWITCH OPT CONTROL POWER TRANSFORMER PB PUSHBUTTON CP CONTROL PANa PB PUUBOX CT CURRENT TRANSFORMER POP PUMP CONTROL PANa CU COPPER PCV PUMP CONTROL VALVE CR CONTROL RELAY PLC PROGRAMMAfilE LOGK CONTROLLER OC DIRECT CURRENT PMR POWER MONITOR RELAY DISC DISCONNECT PNL PANa DSC SW DISCONNECT SWITCH POS PosmoN DPOT DOUBLE POLE DOUBLE THROW PR PAIR OPST DOUBLE POLE SMGIE THROW PRI PRMARY DWG DRAWMG PS PRESSURE SWITCH DS DOOR SWITCH PT POTENTIAL 1RANSFDRMER EL^EV ELEVATKN PVC POLY^YL CHLQRIOE EMT ELECTRICAL METAUK: TUBMO PVCyKGS PVC JACKETED RKD EO E1ECTRICAU.Y OPERATED PVCyKGS GALVANIZED SlEa CONDUIT EXIST EXISTING PW PART WINDING FBO FURWSNED SY OHNER RECEP RECEPTACLE FDR FEEDER RCP REMOTE CONTROL PANa FM FINISHED RGS RIGIO GALVANIZED STEa CONDUIT FLA FUUL LOAD AMPS RTU REMOTE TERMINAL UNIT Fl£X FlfXniE RVAT REDUCED VOLTAGE AUTO TRANSFORMER FM FLOW MEIER RVYD REDUCED VOLTAGE W«E OaTA FLOW SWITCH SOGAE SAN DIEGO GAS ANO ELECTRIC COMPANY FT OR • FEET OR FOOT SEC SECONDARY FT FLOW TRANSMITTER sa SP SELECTOR FUT FUTURE sa SP SPARE FVNR FULL VOLTAGE NON REVERSMG SPEC SPECIFICATION GALV GALVANIZED SS STAINLESS STEa GO GAS UtUbUiURS SSRV SOU) STATE REDUCED VOLTAGE STARTER GF1 OMUMI FAULT WWWUPIER SPOT SMGU POU DOUBLE THROW GFP GROUND FAULT PROIECTKM SPST SMGLE POU SMGIE THROW GNO OR G GROUND ST SHUNT TRP HH HANDHQIE STA STATKM HOA HAND^FF/AUTD STL SlEa HTR HAND^FF/AUTD STP SHIEUED TWISTED PAIR IC INTERRUPTING CURRENT SIR STARTER M OR * INCHES OR MCH sn SHKLOED TWISTED TRPUET MO INOKATMG sv SOIENOD VALVE tm mSTANTANEOUS SW SWITCH MSTR MSTRUMENT SWBD SWITCHBOARD INTLK MTERLOCK TB TERMMAL BOX JB OR J JUNCTION BOX. CONDULET OR TEL TOEPHONC FITIMG AS REQUIRED BY NE& TEMP TEMPERATURE UMESS OTHERWSE NOTED TERM TERMMAL KW NIOWATIS TM TEIEMETRY LCL LONG CONTMUOUS LOAD TS TEMPERATURE SWITCH LCP LOCAL CONTROL PANEL TSZW TWO SPEED TWO WMDMG 1£V UEVEL TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR UM UMIT vr TWISTED SHELDED m LOCAL/REMOTE vr TYPWAL LOS LOCKOUT STOP STATKM UG UNDERGROUND IS LEWa OR IMT SWITCH UON UNLESS OIHERWISE NOTED LSH> LONG TIME. SHORT TME, INSTANTANEOUS V VOLTS ANO GROUND FAULT ADJUSTMENTS W WATTS LT UGHT w/ WIH LTB UGHTWG w/o WTHOUT LV LOW VOLTAGE WP WEATHERPROOF MA MHJUAMPERE XFMR TRANSFORMER MAMT MAMTAMED XP EXPLOSKM PROOF MAN MANUAL ZS POSmON SWTGH OR UNIT SWTCH MAX MAXMUM 3W THREE WRE MC MAMTAMED CONTACT 4W FOUR WRE UCC MOTOR CONTROL CENTER HCM THOUSAND ORCULAR MOS HCP HH MOTOR CIRCUIT PROTECTOR MANHCLE MLO MAM UUGS ONLY MOV MOTOR OPERATED VALVE ACTUATOR liBB MAM SWITCHBOARD MTO MOUNTMO MIR MOTOR 9S% PROGRESS SET IMn* FOR CONSTRUCTION i i AHk. liORAKS/PHAM fc AaMOATBS r THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. DUDEK MS ThH Smx bcMU CA nm 7MMUI47 FnTWUmiM "AS BUILT" DATE REVIEWED BY: DATE MUM. CNOMEEIt or KORK REVISION OESCRPTKM oiHEii wniowu. CTTY APPROVAL El 11 li^iii^l^] M PUMP KEPIACEIUNT STANDARD ELECTRICAL SYMBOLS & ABBREVIATIONS —umimm 'BHBSTi SST mm- i6ii0.titt CP 5517 mnmrm. 415-20 i I SDGAE TRANSFORMER 7 TOP FLOOR PLAN SCALE: 1^-4' (?) USE EXISTING CONOUTS M SLAB FOR PULUNC NEW ^ POWER AND SKNAL WIRES FROM NEW RECEPTACLES TO PUUBOX. USE EXISITNG CONDUITS TO PULL NEW WIRES FROM PULLBOX TD GUTTER TO PUMP MCC SECRONS. (z) UTILIZE EXISTMG C0NDUT5 TO PULL NEW CONTROL WRE ^ FROM MCC PUMP SECTIONS TD PCP. A TOTAL OF (8) NEW 2'S WIU. BE ADDED TO CONDUIT FROM PCP TO MCC SECTIONS FOR NEW SEAL FAIL ALARM. 0 PUa (3) §2/0, (2) #2 OND, AND (2) |12 IN EXISTING 2-i/rC FROM PUMP CABLE RECEPTACLE TD MCC PUMP SECTION. TVPKML OF 3. MODIFIED STANCHMN W/ RECEPTACLE^ a -11.8 SECTION r/C SCALE: 3/i'-1'-tf" . NOTE 1. SIZE OF CORE IH EXISTING FLOOR TO BE COORDMATED WIH THE PUMP MANUFACTURE TO ACCOMMODATE PUMP MANUFACTURER S CABLE. GRAPHIC SCALE SCALE: l'-4'-0' GRAPHIC SCALE SCALE 3/Br-V-O' 95% PROGRESS SET NOT FOR CONSTRUCTION yiPK MORABS/PHMt fc ASS0C14TIS IF mis BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. DUDEK «05 TIM irac Bi<M<n. CA neM "AS BUILT' INSPECTOR IHCwecR or WORK REWSKM DESCRIPTION OMXAmtOWL OTT APPROVAL E-2 PUMP RSUCBWRr ELECTRICAL PLAN UFLTRIC PART NUMBFRS ISCEPTACLE WAOCKING PAVKL #33-24047-17;>f L V 2A flZD" PLUG W/PH HANDLE ft GRIP 33-28047-173+ POWER/ L PLUG DETAIL USE EXISTING STAND ANO CONDUIT POVHER/CONTROL STATION PEDESTAL RECEPTACLE AND BOX WAlD MEL1RIC POLYAMIDE P/N 33-24047-173+ W/ MA220 SIZE ALUMINUM PLATE TO RT EXISTING CROSSARMS FIELD VERIFY (APPROX 30M X 13"l(0 POWER AND CONTROL CONNECTOR LAYOUT NOT TO SCALE E-3 COUPUNG FINISHED FLOOR PVC JACKETED RGS NIPPLE. SIZE TO SUIT CABLE ENTRY COREDRILL AS REQUIRED. LOCKNUT MADE UP TIGHT (TYP OF 2> SIZE OF CORE IN EXISTING FLOOR TO BE COORDINATED MTH THE PUMP MANUFACTURE TO ACCOMMODATE PUMP MANUFACTURER S CABLE. CORE DRIU. SHALL BE SELECTED TO FIT CONDUIT SNUG IN HOLE. PIPE SHAU. BE LOCATED TO SUIT CABLE ENTRY THROUGH FLOOR TO EQIMPUENT ALL CABIES SHALL BE FDMLY SUPPORTED ABOVE ANO BELOW. CABLES SHAU. BE ROUTED IN A NEAT AND WORKMANUKE MANNER. 120VAC N V RESET - 300 SEAL SENSOR ft TEMP SW. WINDING TEMP 0 MINICAStI PUMP PROTECTION REUY SEAL FAIL -II—t 0 \ © ARA ARB PUMP WNDINQ HI TEMP ALAFM IN MCC PUMP SEAL FAIL ALARM TO PCP PUMP VMNOING HIGH TEMP ALARM • 1 1 1,1 p PUMP SEAL FAIL ALARM DEMOLITION NOT TO SCALE Q REMOVE DISCONNECT SWITCH. REPLACE W/PLATE AND RECEPTACLE SHOWN IN DETAIL 1. PUMP CONTROL MODIFICATION ( YPICAL FOR 2 PUMPS) © NOT TO SCALE MINICASa RELAY TO BE MOUNTED IN PUMP SECTION IN MCC AND INTEGRATED INTO PUMP CONTROL CIRCUIT IN MCC AND PCP. MNICASII PROVIDED BY PUMP MANUFACTURER. OVERTEMPERATURE RELAY ENERtTIZED MHEN NOT IN ALARM CONDITION. SEAL FAIL R'ZLAY DEENERGIZED WHEN NOT IN ALARM CONDITION. E-3 CABLE SUPPORT NOT TO SCAIE E-3 95% PROGRESS SET NOT FOR CONSTRUCTION CONDUIT FLOOR PENETRATION DETAIL NOT TO SCALE E-3 MORAES/PHAM ft ASSOCIATIS IF THIS BAR DOES MOT MEASURE V THEN DRAWING IS NOT TO SCALE. DUDEK 605 THnl Sraic Endniov CA 92024 fix 7«0.«aZ0lt4 "AS BUILr ENOMCER or «WK REVISION DESCRIPTION OIMER APPROVAL OTY APPROVH E-3 SHEET 11 cmr OF CARLSBAD ENGINKERING DKPARTMENT mm 11 N6MH BAKftUlTOS LU'!' STAflBN PUMP REPUCEMANT ELECTRICAL DETAILS timi trr WM Mt. SO ««>I0 BY , PROJECT NO. CP 5517 DRAWING NO. 415-2D 5e<?4 BOROO