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Home My WebLink AboutS_5311_SCity of Newport Beach 100 Civic Center Drive, Newport Beach, CA 92660 Permit Counter Phone (949)644-3311 1111111[ Ill ~11111111 ijlll Jiil 11111111111 ijlll 11111 Jiil 1111 Permit No: N2016-0106 Online Inspection Request -www.newportbeachca.gov / Online Services Project No : 0907-2015 Inspection Requests Phone (949)644-3255 Job Address : 2141 (PS) INDIAN SPRING LN NB Thomas:Guide: Description : and installation. 23rd Street/ Irvine Avenue (CMSD Pump Station). Seismic Retrofit (CMSD #193) and Back Up Generator Installation (CMSD #196). Preliminary plan check Parcel#: Legal Desc: Owner: COSTA MESA SANITATION DISTRIC 0 totf\llBl Phone: Address: Applicant: COSTA MESA SANITATION DISTRIC Phone : 949-645-8400 [ Address : 628 W. 19TH ST Special Cond.: WORK IN PROGRESS -ALL WORK IS AT- WILL PENDING APPROVAL OF ENCROACHMENT AGREEMENT. Permit Processing Fee : Agreement Fee : Traffic control Plan Check : Inspection Fee : Refundable Deposit: Street Tree Fee: Processed By : Utilities Approval : Traffic Approval : General Services Approval : $0.00 $801 .00 $0.00 $1,620.00 $0.00 $0.00 Sewer Connection : 4TT Box Cover: Total Water Meters : Water Meter Connection : Total Water Meter Box : Adjustment : Date : _/_/ __ Date :_/_/ __ Date :_/_/ __ Date : _/_/ __ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 SCANNED Contractor : Phone: Address: TS R CONSTRUCTION & INSPEC 909-331-2249 8264 AVENI DA LEON RANCHO CUCAMONGA CA 91730 Contractor State Lie: 881123 License Expire : 01 31 , 2018 Business License : BT30054081 Business Expire : 02 28, 2017 Workers' Compensation Insurance -- Carrier: STATE COMP Policy No : 9055684 W. C. Expire : 05 01 , 2016 Total Fee Pa id: Balance: Receipt No : ~<>, C:,'52\'6(o $3,941 .00 $3,941 .00 $0.00 Other Department : Permit Denied : _________ Date:_/_/ __ __________ Date:_/_/ __ Issued Permit : --~~,__ ____ Date : !. / 2-1JS:.__ WORKS HEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT !!PROJ ECT ADDRESS: :i.JLJJ :Z:N ,) , ,4-.v ,.S,,;1e, iv q J.. ,1-Ne_ DETAILED DESCRIPTION OF PROPOSED WORK: • ItvSf»LL4..J-n,;J ~I t:,.~k,'v....,C Ci.14 -....::.:a,:.!..'.f-___;;J=3_'u._f _____ -il S rR. e e-J-P.-t..,,., 1 ~, (I v, -.SD;-ti u ,J -/7rz.e, '-r-"'~ ::#:-f 9 <; ~ C. Email Address: t_;J_k 1,1.). /61 'f-/i & Mailing Addre~s~,1 /t..':. A-&-iv~ ICity'?J::+!r tYes.4-, Cl,,+ "'1 ~iJ; 1 Email Address: &cJi R' £-i). J'?'l'V .S '"r- Mailing Address: A City/Stat~/Zlp: r..,/ n A . '54-l--1 e k /t&-1.J-v U.O.SJ-11 ;1 G? sA/ <---rr 9 Q. r,, ii. '? ALL CONTRACTOR INFORMATION IS REQUIRED-PLEASE COMPLETE Office Phone: 7&1/-33)-~!J.Y-'7 Company (if different): Jobsite Phone: Other Phone: Email Address: Mailing Address: City/State/Zig,: ftlc.;;; ,JJr;<2,J1i),4-J. f?o,J -,~vcvhcJ (0,, (0f-.if O {\) a A-44· ft 7 50 State L1cens~ Number & Class: 1 / / City Business License Number: - ~'8'1 );}3 Expires: '/:31 '\J Expires: WORKERS COMPENSATION INSURANCE -c ,rtificate of Insurance (Section 3800 Labor Code) Companv: C: e €... .!J---1-1 ,j-(. /2 -ecA Policy No: Expires: M~i!::R~f:~h~:T:i:i~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::: ::::::::::::::::::::::::::::::• ::::•::::::::::::::::i:::::::::: ••• ·····:···:·:··•::•:·: •·.·.·.·•·•·•·:·•·••:::•i:::::::•:•: FOR OFFICE USE ONLY Special Conditions of Permit: ------------------------1 ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: i===J Traffic: I I Fire: 1-I __ _,I General Services: C=:J Other: Engineering Technician: 'Public Works Specialist: Date: 'Permit No. 1:/users/pbw/shan,d/oncroachlmasters/ep,.vcuksheet.xls Public Works Department 949-644-3311 "AC~ ~ CERTIFICATE OF LIABILITY INSURANCE 0;;~~;;:;v1 Policy Number: XN105680600 Date Entered: 12/7/2015 THIS c,!RTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE APPORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING IN8URER(8), AUTHORIZED RliPFlESENTATIVE OR PRODUCER, AND THE CERTIFICAT!; HOLDER. IMPORTANT: If the oertltloat. holder Is an ADDITIONAL INSURED, the polloY(les) must be enclDl'$1d, If SUBROGATION ,a WAIVl!!D, SUDjlGI to the terms and conditions of the policy, certain pollcles may require an endorsement A statament on this certmoata does not confer rights to the oertlfloata holder In lieu of such endors-.nenttsl. ~RODUCER ~~~~ Gordon Scott Gordon Scott Insurance Services r.Hi>NJ_ ~-·· cgog> 015-3021 l ff~-•: c ) -9149 Devon Street =~ ... gordon@gscottinsurance.com Rancho Cucamonga, Ca. 91730 INSURER181 AFFORDING COVERAGE NAIC• INSURER A: International Underwriters 057399 NSURED TSR Construction, Inc. INSURER B; -••v•u •NATIONAL Gabriel Zapirtan INSURER C ,AIG 8264 Avenicia Leon INSUREfl D :1ilav1gator Rancho Cucamonga, CA 91730 INSURER E: IN8URERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ceRTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ~: TYPE Of' INSURANCE ADDL SUBR ,:ii~ ;,:iM~ LIMITS ·--·-·~ POLICY NUMBER ~ .2S COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE ,1000000 D CLAIMS-MADE IZI OCCUR X X XN105680600 b7/01/2ou b7/01/2ou DAMAGE T9}!ENTED 5100000 ,....._ MED EXP fAnv one ""'rlonl s5000 - PERSONAL & ADV INJURY 51000000 -GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREOATE s2000000 ~ □PRO·□ ,2000000 POLICY JECT LOC PRODUCTS • COMP/OP AGG OTHER: Rented/leased sl00000 AUTOMOBILE LIABILITY ·~-~~~~~~~INGLE LIMIT Sl000000 3 [Z ANYAUTO BAP0180928 07/11/2015 17/11/2016 BODILY INJURY (Per person) $ -ALL OWNED SCHEDULED BODILY INJURY (Per accldtnt) s AUTOS AUTOS ~ ~ NON-OWNED rPR2~~r..8AMAGE $ HIRED AUTOS AUTOS s .. l6 UMBRELLA LIAB X EACH OCCURRENCE slOOoooo ~ ~ OCCUR EXCESSLIAB CLAIMS-MADE 2921785 07/07/2015 17/07/2016 AGGREGATE ,1000000 DED I I RETENTION s $ WORKERS COMPENSATION l :~~TU""' I HJH· AND EMPLOYERS' UABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE □ NIA E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? jMandalory In MHI E.L. DISEASE • EA EMPLOYEE S If ye1, dffcrlbe under DESCRIPTION OF OPERATIONS below E.L. DISEASE • POLICY LIMIT $ DllSCRIPTION OF OPERflTION!I I LOCATIONS/ VEHICLES (ACORD 101, AcldlUon■I RIOtnllrks SCIHMlule, may 1M -~heel If fflOff ap-i. requlndl ?roject:CMSD 1196-C .nsuranoe is primary and non contributory :artificate holder is listed as additional named insured, as required by written contract >olicy includes Blanket Additional Insured CERTIFICATE HOLDER Costa Mesa Sanitary Oistriot 628 W 19 Street Costa Ma■a, ca. 92627-2716 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WI..L BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR11!E0 REPRESENTATIVE Gordon Scott © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26 (2014101) The ACORD name and logo are registared marks of ACORD Cho, Kathryne From: Cho, Kathryne Sent: To: Monday, February 29, 2016 3:39 PM 'Rob Hamers' Cc: Subject: Keely, David; Elgas, Debbie; Sobek, Paul; Maffioli, Steve; 'Phyllis Beck' RE: 2141 (PS) Indian Springs Attachments: 20160229152813.pdf Apologies, attached is a copy of the permit with the correct description. Thank you, Kathryne Cho, PE Civil Engineer I Public Works Department From: Cho, Kathryne Sent: Monday, February 29, 2016 3:37 PM To: 'Rob Hamers' Cc: Keely, David; Elgas, Debbie; Sobek, Paul; Maffioli, Steve; Phyllis Beck Subject: RE: 2141 (PS) Indian Springs Importance: High Rob, Please see attached breakdown of fees. Note that the PW Dept Plan Check Fee is the time spent reviewing this project prior to formal plan check submittal. Also, we have been informed by Paul Sobek, the building inspector, that you have continued work, more than the scheduled concrete pour, without the benefit of an encroachment permit. Please send your contractor to obtain said permit by 9 am tomorrow, March l, 2016 or the project will receive a STOP WORK notice. Please note that the City has received a complaint about the work area being messy. Please direct your contractor to clean up the site. Thank you, Kathryne Cho, PE Civil Engineer I Public Works Department From: Rob Hamers [mailto:rhamers@robhamers.com] Sent: Monday, February 29, 2016 2:40 PM To: Cho, Kathryne Cc: Keely, David; Elgas, Debbie; Sobek, Paul; Maffioli, Steve; Phyllis Beck Subject: Re: 2141 (PS) Indian Springs Hi Kathryne, Our general manager requested a breakdown of the $3,941 encroachment permit fee. FYI, the fee that Susan Mccourt gave CMSD was $6 with everything else waived, including the bond. Since Susan did not provide a breakdown, I assumed at the time it included all the city fees since that was where I was directed. 1 Thanks, Rob Hamers, PE DISTRICT ENGINEER j COSTA MESA SANITARY DISTRICT 628 W. 19th Street, Costa Mesa, CA 92627 phone (949) 631-1731 I cell (714) 293-2727 I fax (949) 548-6516 Irvine office email: rhamers@robhamers.com I Costa Mesa office email: pbeck@robhamers.com From: robhamers <rhamers@robhamers.com> Date: Thursday, February 25, 2016 at 11:34 AM To: "Cho, Kathryne" <kcho@newportbeachca.gov> Cc: "Keely, David" <DKeely@newportbeachca.gov>, "Elgas, Debbie" <delgas@newportbeachca.gov>, "Sobek, Paul" <psobek@newportbeachca.gov>, "Maffioli, Steve" <smaffioli@newportbeachca.gov>, Phyllis Beck <pbeck@robhamers.com> Subject: Re: 2141 (PS) Indian Springs Hi Kathryne, Regarding the noise from the generator, the generator comes with doors for dampening the noise, plus the generator will only run when Edison power is out or when the generator is briefly being exercised. We have met with the new property owner and discussed an exercise schedule that works with his schedule. The site is ready for footing inspection and we have a memo from the soils engineer. We are working on the other items you have requested. Thank you, Rob Hamers, PE DISTRICT ENGINEER I COSTA MESA SANITARY DISTRICT 628 W. 19th Street, Costa Mesa, CA 92627 phone (949) 631-1731 I cell (714) 293-2727 I fax (949) 548-6516 Irvine office email: rhamers@robhamers.com I Costa Mesa office email: pbeck@robhamers.com From: "Cho, Kathryne" <kcho@newportbeachca.gov> Date: Thursday, February 25, 2016 at 11:13 AM To: robhamers <rhamers@robhamers.com> Cc: "Keely, David" <DKeely@newportbeachca.gov>, "Elgas, Debbie" <delgas@newportbeachca.gov>, "Sobek, Paul" <psobek@newportbeachca.gov>, "Maffioli, Steve" <smaffioli@newportbeachca.gov> Subject: FW: 2141 (PS) Indian Springs Rob, Per our recent conversation this morning, please have your contractor come in and obtain an Encroachment Permit for the work that has already started at 2141 Indian Spring Lane (corner of 23rd St and Irvine Avenue). Said encroachment permit will be issued so that the City can inspect the work. The agreement will be processed, now that we know what is being constructed, through our City attorney's office. If the City Attorney's office deems that this item needs City Council approval, staff will prepare the report to submit for approval. If City Council denies the request, you shall remove the structure. 2 Please do not misinterpret the City's willingness to work with you, in issuing a permit. Note that because the work was started without the benefit of an encroachment permit and an encroachment agreement, ALL WORK IS AT YOUR RISK. If any of the existing work that was done, prior to issuance of permit is deemed substandard, your contractor will remove and reconstruct as directed by the Public Works and Building inspectors. As far as the split-faced wall is concerned, please revise your approved plans to show what you are proposing prior to installation. Keep in mind that the split-faced blocks were required as a way to dampen the noise. We need to be insured that removing the split-faced block will not increase the noise output. Please have your contractor reference encroachment permit N2016-0106 and bring in the following: • Encroachment Permit Application • Two (2) sets of the approved plans • Contractor License • City Business License Number • Fee ($3,941.00) If you know when your contractor will be in, please let me know so I can make myself available to assist him. Thank you, Kathryne Cho, PE Civil Engineer City of Newport Beach I Public Works Department 100 Civic Center Drive I Bay lC I Newport Beach, CA 92660 ph: (949) 644-3014 I fx: (949) 644-3318 kcho@newportbeachca.gov 3 Cho, Kathryne From: Sent: To: Webb, Dave (Public Works) Wednesday, March 02, 2016 9:46 AM Cho, Kathryne Cc: Keely, David Subject: RE: CMSD Generator Enclosure at Irvine Ave/23rd Street Hi Kathryne. Thanks for your assistance with completing and permitting this item. As this is a utility within the public right-of-way, I am good this issuing a waiver and approving the encroachment permit. Thanks. David Webb Director of Public Works City of Newport Beach Phone: 949-644-3311 * Fax: 949-644-3318 Email: dawebb@newportbeachca.gov www.newportbeachca.gov From: Cho, Kathryne Sent: Monday, February 29, 2016 4:34 PM To: Webb, Dave (Public Works) Cc: Keely, David Subject: CMSD Generator Enclosure at Irvine Ave/23rd Street Dave, Staff met with City Attorney's office this morning to discuss the Costa Mesa Sanitation District's (CMSD) above-ground generator and enclosure project. Pursuant to Municipal Code 13.20, all new facilities shall be undergrounded whenever and wherever feasible. However, the Department Director may issue a waiver of the undergrounding requirement through an approved encroachment permit. Staff recommend approval of said project due to the following findings: • The proposed project location is not an underground district and there are other above ground facilities nearby. • There are storm drain lines within the proposed area that would be impacted if the enclosure were to be undergrounded. • CMSD is a utility company that provides wastewater services, an essential utility, to the public. • Said generator will be servicing CMSD's existing pump station located at the corner of Irvine Avenue and 23rd Street and will increase the quality of utility service by providing continuous wastewater service to Newport Beach residents, especially during power outages. By providing continuous service, said generator will prevent wastewater spills into the nearby Upper Newport Beach, an environmentally sensitive receiving body of water. • Said project will promote public health, welfare and safety. • The location of said enclosure is such that the City would be able to install a public sidewalk in the future, if needed. • The project is consistent with Council Policy L-6, section C, item 5. 1 • CMSD has agreed to enter into an encroachment agreement with the City for maintenance of their generator and enclosure. • Plans have been reviewed and approved through the City's plan check process under plan check #0907-2015 (2141 (PS) Indian Spring Lane). Please let me know whether or not you agree. If so, I will proceed with the issuance of encroachment permit and preparation of an encroachment agreement. Thank you, Kathryne Cho, PE Civil Engineer City of Newport Beach I Public Works Department 100 Civic Center Drive I Bay lC I Newport Beach, CA 92660 ph: (949) 644-3014 I fx: (949) 644-3318 kcho@newportbeachca.gov 2 -C Irvine Gen Set 030216 (1 )., -C Irvine Gen Set 030216 (2)., -C Irvine Gen Set 030216 (3)., -C Irvine Gen Set 030216 (4)., -C Irvine Gen Set 030216 (5)., -- I Ji!!. -C Irvine Gen Set 030216 (6)., -C Irvine Gen Set 030216 (7)., -C Irvine Gen Set 030216 (8)., -C Irvine Gen Set 030216 (9)., C Irvine Gen Set 030216 (10). -~ -~ C Irvine Gen Set 030216 (11 ). C Irvine Gen Set 030216 (12). C Irvine Gen Set 030216 (13). C Irvine Gen Set 030216 (14). C Irvine Gen Set 030216 ~15\. - C Irvine Gen Set 030216 ~ C Irvine Gen Set 030216 (17). C Irvine Gen Set 030216 (18). C Irvine Gen Set 030216 (19). C Irvine Gen Set 030216 (20). C Irvine Gen Set 030216 (21 ). C Irvine Gen Set 030216 (22). C Irvine Gen Set 030216 (23). C Irvine Gen Set 030216 (24). C Irvine Gen Set 030216 (25). 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C Irvine Gen Set 030216 (58). C Irvine Gen Set 030216 (59). C Irvine Gen Set 030216 (60). C Irvine Gen Set 030216 (61 ). C Irvine Gen Set 030216 (62). C Irvine Gen Set 030216 (63). C Irvine Gen Set 030216 (64). C Irvine Gen Set 030216 (65). C Irvine Gen Set 030216 (66). C Irvine Gen Set 030216 (67). C Irvine Gen Set 030216 (68). C Irvine Gen Set 030216 (69). C Irvine Gen Set 030216 (70). Building Inspector SupervisOf psobek@newportbeachca.gov 949-644·3268 I 949-644-3250 FAX CITY OF NEWPORT BEACH GEO-ETKA, INC. Established -1965 Soil Engineering, Geology And Environmental Engineering Material Testing And Inspections --,. , ORANGE, CALIFORNIA·. •c • PHONE: (714) 771-6911 Field Memorandum Date: {:). • .---ij-~ Client: ~ Job Location: Contractor: - Sub·ect: Observations: Ji. ' This memorandum is issued as a temporary measure for field use only and is not intended as a subsitute for the stamped and signed report. A detailed report complete with plans and test data must be issued by this office. This memo is null and void if adverse weather conditions occur immediately after this inspection and can negatively affect the compaction, concrete or paving. The client should notify Geo-Etka, Inc. to recheck the site within 72 hours after the occurance of such weather conditions. echnician ~~\ \ ~ \,,J\. N, REAL PROPERTY ENCROACHMENT AGREEMENTS This form is to be used for properties encroaching in the public right-of-way, after an encroachment permit has been issued. Name and extension of staff preparing Kathryne Cho x3014 ✓ this worksheet Encroachment Permit# (EPN) N2016-0106 ✓ Effective date -FILLED OUT BY CITY J/22t20~S ATTORNEY'S OFFICE ONLY 3 /2?,/2.01 l..a / Legal owner(s) name, e.g., Ken and Mary Costa Mesa Sanitary District ----Doe How title is vested in the owners, e.g., joint a California sanitary ehstr-iet-"Distvi tenants, community property, a California \V'lc\epel'"lc\~t ~~ied limited liability company, etc. nov\-hwe..s-1-(!...O"\'Y\e.--v-o+ Street number and street name of 23rd Street,..Aeaf Irvine Avenue / property, e.g., 3300 Newport Boulevard · t f e>1ne\ 1n·ersee·1eF1 Zip code of property Click here to enter text. Lot number of property Click here to enter text. Block number of property Click here to enter text. Tract number of property Click here to enter text. Book number of Miscellaneous Maps of Cl ick here to enter text. property First page number of Miscellaneous Maps Click here to enter text. Last page number of Miscellaneous Maps Click here to enter text. Assessor's Parcel Number (APN) of Click here to enter text. property, e.g ., 811-23-42 Short description of public right-of-way 23rd Street "'n~ \vv i._vte-,Ave.,/ area, e.g. Flower Street •, REAL PROPERTY ENCROACHMENT AGREEMENTS Description of permitted improvements a) An 8.17-ft x 3.33-ft x 5.33-ft 60- encroaching in the public right-of-way, Hertz emergency generator and e.g., a 9-foot wide driveway constructed of appurtenances encroaching up to beige pavers encroaching four feet into the 7-ft into the 23rd StreetJight-Qf- Flower Street right-of-way; and ... way· ../ =' =- b) A 1 16.08-ft x 8-ft x 8.67-ft generator enclosure with foundation constructed of concrete masonry units (CMU) split face finish encroaching up to 8-ft into the-2-3-Fa• Street Jight-<2f-'t!ay; .,/ c) A 12.33-ft x 7-ft green colored automatic roll up door with mechanism encroaching up to 8-ft into the 23rd Street _right-pf-~ay; __,,, d) A metal grate roof constructed of 6-inch x 12-inch by 1.5-inch grating planks encroaching up to 7.33-ft into the 23rd Street j ight-pf-vtay; / Cite authority for each permitted Council Policy L-6, Section C, Item #5 ; improvement. (Cite Council Policy Number Municipal Code Section 13.20, Sections A and app licable sections, or city council and B; meeting at wh ich permitted improvements Public Works Director email; were approved, attaching final staff report and council meeting minutes). City signatory 8a'Q'e A--:-iQfr D~ve-t<.i t f. ./ City signatory's title City Manager .,, First owner's name Michael Scheafer ./ First owner's title, e.g. Joint Tenant or President ./ Owner Second owner's name Artl 1t11 Perry R b \o e--v -1-0 0 t C,,V'\-- Second owner's title, e.g. Joint Tenant or -1/iee President-G~ve-~v y Owner Exhibit A -Permitted Improvements Plan Attached by staff ✓ as approved by Public Works Evidence of signing authority of owners, if Attached by staff ✓ owners are trust, LLC or corporation If applicable, council meeting minutes Attached by staff. approving permitted improvements and final staff report. Cho, Kath2ne From: Sent: To: Cc: Subject: Good Morning Rob, Cho, Kathryne Wednesday, November 02, 2016 11:40 AM 'Rob Hamers' Keely, David; Sanchez, Chris; Mattioli, Steve; Phyllis Beck; Scott Carroll; Steve Cano; Sereno, Dan RE: CMSD 23rd Street Pump Station Per our internal discussions, the building department and the public works inspections will be waived. The building permit has been closed out and the public works encroachment permit has one thing outstanding; landscaping. Per our Director, City will not be installing a water meter or irrigation system in this area. CMSD is required to hydro-seed (with container plants) per the seed mix (and footnotes) below and install jute netting on the right-of-way slope adjacent to 2141 Indian Springs Lane, approximately 1,100 sf. Municipal Operations Department will water the slope via a water truck for a few months for germination. Upon completion of the project, the slope will be treated as a typical parkway and will be the responsibility of the adjacent property owner. Please let me know when this work will be pe rformed. PLANTING LEGEND: Hydroseed Mixes and CSS Areas SWBOl.. NAME QTY PF -IG WUCOLS NATIVE TOCA NON-NATIVE TO CA INVASIVET( ~VVV99'V RESIDENTIAL BUFFER AREA 1,100 S_F 1)'VVV'1?9 ~V 9 VVVV VVVV V "G"V Baocharis pUaris M/L -2 L X Enceia califomba M/L-2 VL X lsocoma menziesi -Vl X Leyrrus ccn:ieosalus MIL-2 -X Lorus~ lNL -2 Vl X Opuntia littoralls lNL -2 Vl X Mmuus aurantlacus LNL-2 L X AtM.Js lntearifoia lNL -2 VL X Yucca ~ -L X ,25% of Residential Buffer area_wil be planted wi1h heto!bwin-g raoo of ,gallon contai'ler ~ spaced a15' o.c. n a random paltemi 20%-Baccharls plk.JlarlS, 00% Enclliea callfomlca, 00% lsoooma_meoz!esil, and 20% Opum~ Ptterafs 1•_'!!'_•_-_ I I Thank you, 1 z- ~ 0 ~ 'O --- ~ 2:.. ::I z_ SJ\ Velasco, Julio A. From: Petrarca, Anthony Sent: To: Thursday, June 15, 2017 2:33 PM Velasco, Julio A. Cc: Subject: 'Rob Hamers'; Sereno, Dan; Puglisi, Marcus; Cho, Kathryne; Cooke, Abigail; Gemme, John RE: #196-C 23rd Street Pump Station -Landscape Site looks good enough. We will add some more plants and make it right. From: Velasco, Julio A. Sent: Thursday, June 15, 2017 8:46 AM To: Petrarca, Anthony <apetrarca@newportbeachca.gov> Cc: 'Rob Hamers' <rhamers@robhamers.com>; Sereno, Dan <dsereno@newportbeachca.gov>; Puglisi, Marcus <mpuglisi@newportbeachca.gov>; Cho, Kathryne <kcho@newportbeachca.gov>; Cooke, Abigail <acooke@newportbeachca.gov>; Velasco, Julio A.<JAVelasco@newportbeachca.gov> Subject: RE: #196-C 23rd Street Pump Station -Landscape Hello Anthony, I need your help finalizing this permit. Per the string of emails below the work is complete. I've looked at the jute netting and it looks good but I need your help verifying the planting, see list below. Plant 25% of the slope with 1-gallon plantings per the schedule below: • 20% Baccharis pilularis • 30% Encelia californica • 30% lsocorna menziesil • 20% Opuntia littoralis Thank you, Julio A. Velasco City of Newport Beach Public Works Contract Inspector Mobile: 714.315.4860 Email: javelasco@newportbeachca.gov From: Rob Hamers [mai1to:rhamers@robhamers.com1 Sent: Thursday, June 15, 2017 8:13 AM To: Velasco, Julio A.<JAVelasco@newportbeachca.gov> Subject: #196-C 23rd Street Pump Station -Landscape Hi Julio, Please see the emails below. The work was done and heavy rains (an Act of God) washed away the seeds, but never the less, the Costa Mesa Sanitary District completed its work. Thank you, 1 Rob Hamers, PE DISTRICT E'-.Gl:',;EEH. j COST.\ .\ILSA. S\.'.lT\R'r DlSTRICI 290 Paularino Avenue, Costa .\lesa, CA 92626 phone ( 949) 548-1192 i cell (714) 293-2727 ! fax (949) 548-6516 Irvlne office email: rhamers@robhamers.com I Costa .\lesa office email: pbeck@robhamers.com Please note our new address above ... From: "Cho, Kathryne" <kcho@newportbeachca.gov> Date: Monday, May 8, 2017 at 3:00 PM To: Rob Hamers <rhamers@robhamers.com>, Randy Kato <randy@katolandscaping.com> Cc: 'Phyllis Beck' <pbeck@robhamers.com>, "Puglisi, Marcus" <mpuglisi@newportbeachca.gov>, "Sereno, Dan" <dsereno@newportbeachca.gov>, "Petrarca, Anthony" <apetrarca@newportbeachca.gov> Subject: RE: #196-C 23rd Street Pump Station -Landscape Hi Rob, Thank you for the information. Based on our internal discussion, we believe that the heavy rains may have also contributed to the seeds being washed off the slope. Please reseed the slope and our Parks Division folks will adjust their watering method accordingly to protect the seeds. While Kato Landscaping is out there, I would ask that we verify the condition of the jute netting and confirm that 25% of the slope was planted with 1-gallon plantings per the schedule below: • 20% Baccharis pilularis • 30% Encelia californica • 30% Isocorna menziesil • 20% Opuntia littoralis Thank you, Kathrvnc Cho, PE Civil Engineer City of 1\ewport Beach I Public \X'orks Department 100 Civic Center Drive I Bay lC I l'\ewport Beach, CA. 92660 ph: (949) 644-3014 I fx: (949) 644-3318 kcho@newportbeachca.gov From: Rob Hamers [rhamers@robhamers.com] Sent: Thursday, May 04, 2017 1:25 PM To: Randy Kato; Cho, Kathryne Cc: 'Phyllis Beck'; Puglisi, Marcus Subject: Re: #196-C 23rd Street Pump Station -Landscape Hi Kathryne, Based on Randy's email, what would you like to do? I do believe they seeded the slope. Like Randy is stating, maybe the hand watering or truck watering washed the seeds off the slope. Rob 2 Rob Hamers, PE Drsnnc:T £'-.;Cl'\El R CUST \ \Ii:s \ s \\; l \RY DlS [RI Ci 290 Paularino .-\venue. Costa \Iesa, CA 92626 phone (949) 348-1192 cell (71-l:) 293-2727 fax ( 9-l:9j 348 6516 Irvine office email: rhamers@robhamers.com I Costa :\lesa office emaii: pbeck@robhamers.com Please note our new address above ... From: Randy Kato <randy@katolandscaping.com> Date: Thursday, May 4, 2017 at 1:10 PM To: 'Rob Hamers' <rhamers@robhamers.com>, "'Cho, Kathryne"' <kcho@newportbeachca.gov> Cc: 'Phyllis Beck' <pbeck@robhamers.com>, "'Puglisi, Marcus"' <mpuglisi@newportbeachca.gov> Subject: RE: #196-C 23rd Street Pump Station -Landscape Rob, The slope was seeded. I asked our employees regarding anyone speaking to City staff about confirming that we didn't seed and I can't find out who that person is. I can confirm that the seed has washed down from the slope and the majority of it is at the sidewalk on the bottom. The slope did not have an irrigation system and if it's being hand watered, it may be washing out. As mentioned before, we seeded the project area. What would you like us to do, reseed it with someone watching to confirm or take a video of the seeding being performed? Thanks, Randy Kato Landscape, Inc. (714) 963-4615 (714) 963-6424 (fax) From: Rob Hamers [mailto:rhamers@robhamers.com] Sent: Thursday, May 4, 2017 8:06 AM To: Cho, Kathryne <kcho@newportbeachca.gov>; Randy Kato <randy@katolandscaping.com> Cc: 'Phyllis Beck' <pbeck@robhamers.com>; Puglisi, Marcus <mpuglisi@newportbeachca.gov> Subject: Re: #196-C 23rd Street Pump Station -Landscape Hi Randy, Will you please answer the emails below; mine from 4/13/17 and Kathryne's from yesterday. Thank you, Rob I-Iamers, PE 290 Pc1ulJ.rino _--\ venue, Cos la :\Iesa. C-\ 92626 phune·9-!9,548-ll92 ::di 71-l.293-2727 fax 9-l:91S48-6516 3 Irvine office email: rhamers@robhamers.com I Costa '.\[esa office email: pbeck@robhamers.com Please note our new address above ... From: "Cho, Kathryne" <kcho@newportbeachca.gov> Date: Wednesday, May 3, 2017 at 3:05 PM To: 'Rob Hamers' <rhamers@robhamers.com>, Randy Kato <randy@katolandscaping.com> Cc: 'Phyllis Beck' <pbeck@robhamers.com>, "Puglisi, Marcus" <mpuglisi@newportbeachca.gov> Subject: RE: #196-C 23rd Street Pump Station -Landscape Good afternoon, Rob, I'm just following up on this issue. When you have a moment, please provide a status on the landscape installation. Thank you, Kathryne Cho, PE Civil Engineer I Public \'(' orks Department From: Rob Hamers [mailto:rhamers@robhamers.com] Sent: Thursday, April 13, 2017 10:28 AM To: Randy Kato <randy@katolandscaping.com> Cc: Cho, Kathryne <kcho@newportbeachca.gov>; 'Phyllis Beck' <pbeck@robhamers.com> Subject: Re: #196-C 23rd Street Pump Station -Landscape Hi Randy, The city of Newport Beach inspectors are now stating the slope was never seeded. Is this the case? They also claim they spoke to a Kato employee working on the Irvine Avenue project who confirmed this. Am I missing something here? Rob Rob Hamers, PE DISTRICT ESG.'>EER ' COST--\. :\,fES.-\ S.-\SIT.-\RY DISTRICT 290 Paularino Avenue, Costa :\Iesa, CA 92626 phone (949) 548-1192' cell (714) 293-2727: fa.x (949) 5--18-6516 Irvine office email: rhamers@robhamers.com I Costa :VIesa office email: pbeck@robhamers.com Please note our new address above ... From: Randy Kato <randy@katolandscaping.com> Date: Monday, February 13, 2017 at 11:03 AM To: 'Rob Hamers' <rhamers@robhamers.com> Cc: "'Cho, Kathryne"' <kcho@newportbeachca.gov>, 'Phyllis Beck' <pbeck@robhamers.com> Subject: RE: #196-C 23rd Street Pump Station -Landscape 4 Rob, The slope is ready for us to return and complete the work. May we start tomorrow; is it enough notice? Thanks, Randy Kato Landscape, Inc. (714) 963-4615 (714) 963-6424 (fax) From: Rob Hamers [mai1to:rhamers@robhamers.com1 Sent: Thursday, February 02, 2017 3:34 PM To: Randy Kato <randy@katolandscaping.com> Cc: Cho, Kathryne <kcho@newportbeachca.gov>; Phyllis Beck <pbeck@robhamers.com> Subject: #196-C 23rd Street Pump Station -Landscape Hi Randy, Whatever you believe is the correct course of action is okay with us; we didn't know you sprayed and we look to you for the proper procedure. Just let us know when you will be there to add the landscaping. Thank you, Rob Hamers, PE DISTRIC:T E\Gf"iEf_R COST\ \-!ES:-\. SA_"ilT\RY DISTR!Cf 290 Paularino _-\venue, Costa '\-1esa, CA 92626 phone (949) 548-1192: cell (714) 293-2727 j fax (949) 548-6516 Irvine office email: rhamers@robhamers.com I Costa \Iesa office email: pbeck@robhamers.com Please note our new address above ... From: Randy Kato <randy@katolandscaping.com> Date: Thursday, February 2, 2017 at 3:16 PM To: 'Rob Hamers' <rhamers@robhamers.com> Subject: RE: #196-C 23rd Street Pump Station -Landscape Rob, We sprayed Tuesday of last week. Did you want us remove the weeds now or let them die from the chemicals? Thanks, Randy 5 Kato Landscape, Inc. (714) 963-4615 (714) 963-6424 (fax) From: Rob Hamers [mailto:rhamers@robhamers.com) Sent: Wednesday, February 01, 2017 1:48 PM To: Randy Kato <randy@katolandscaping.com> Subject: Re: #196-C 23rd Street Pump Station -Landscape Hi Randy, The gentleman we met in the field stated he would be working last week but nothing has been done. Do you have a new schedule? Thank you, Rob Hamers, PE DISTRfCT E'-"Cf'-"HR • COST\ .'vfES\. S \.\TL\R 'r DI.STRICI 290 Paularino Avenue, Costa :\'fesa, CA 92626 phone (949) 548-1192; cell (714) 293-2727, fax (949) S-18-6516 Irvine office email: rhamers@robhamers.com I Costa Mesa office email: pbeck@robhamers.com Please note our new address above ... From: Rob Hamers <rhamers@robhamers.com> Date: Tuesday, January 17, 2017 at 12:37 PM To: Randy Kato <randy@katolandscaping.com> Subject: Re: #196-C 23rd Street Pump Station -Landscape Yes, corner of 23rd and Irvine. Rob From: Randy Kato <randy@katolandscaping.com> Date: Tuesday, January 17, 2017 at 12:31 PM To: 'Rob Hamers' <rhamers@robhamers.com> Subject: RE: #196-C 23rd Street Pump Station -Landscape Rob, Yes, see you at the corner of 23 rd st? Thanks, Randy 6 Kato Landscape, Inc. (714) 963-4615 (714) 963-6424 (fax) From: Rob Hamers [mailto:rhamers@robhamers.com) Sent: Tuesday, January 17, 2017 11:19 AM To: Randy Kato <randy@katolandscaping.com> Subject: Re: #196-C 23rd Street Pump Station -Landscape Hi Randy, How about tomorrow (Wednesday) at 2:15 pm? Thank you, Rob From: Randy Kato <randy@katolandscaping.com> Date: Tuesday, January 17, 2017 at 9:33 AM To: <rhamers@robhamers.com> Subject: FW: #196-C 23rd Street Pump Station -Landscape Rob, What day this week works for you to meet onsite? Thanks, Randy Kato Landscape, Inc. (714) 963-4615 (714) 963-6424 (fax) From: Kato Landscape, Inc.[mai1to:kato.lands@yahoo.com1 Sent: Monday, January 16, 2017 8:47 AM To: Randy Kato <randy@katolandscaping.com> Subject: Fw: #196-C 23rd Street Pump Station -Landscape Kato Landscape, Inc. (714) 963-4615 (714) 963-6424 (fax) -----Forwarded Message ----- From: Rob Hamers <rhamers@robhamers.com> To: "Kato Landscape, Inc." <kato.lands@yahoo.com> Cc: 'Phyllis Beck' <pbeck@robhamers.com> 7 Sent: Sunday, January 15, 2017 10:42 AM Subject: Re: #196-C 23rd Street Pump Station -Landscape Hi Ani, Can you please schedule the hydro seeding and planting work. Based on when you can start, we will arrange a pre- construction meeting, probably at the site. Thank you, Rob Hamers, PE District Engineer I COSTA MESA SANITARY DISTRICT 290 Paularino Avenue, Costa Mesa, CA 92626 phone (949) 548-1192 I cell (714) 293-2727 I fax (949) 548-6516 Irvine office email: rhamers@robhamers.com I Costa Mesa office email: pbeck@robhamers.com Please note our new address above ... From: Rob Hamers <rhamers@robhamers.com> Date: Friday, December 16, 2016 at 3:02 PM To: "Kato Landscape, Inc." <kato.lands@yahoo.com> Cc: 'Phyllis Beck' <pbeck@robhamers.com> Subject: Re: #196-C 23rd Street Pump Station -Landscape Hi Ani, Attached please find your fully approved Purchase Order for the work. We would like you to obtain the materials and provide a schedule for the work. I will have a City of Newport Beach representative there as well as an inspector from the Costa Mesa Sanitary District. Do you want to have a short pre-construction meeting at the site, or just schedule the work and we can advise the city when the work will occur? Please advise. Thank you, Rob Hamers, PE District Engineer I COSTA MESA SANITARY DISTRICT 290 Paularino Avenue, Costa Mesa, CA 92626 phone (949) 548-1192 I cell (714) 293-2727 I fax (949) 548-6516 Irvine office email: rhamers@robhamers.com I Costa Mesa office email: pbeck@robhamers.com Please note our new address above ... From: "Kato Landscape, Inc." <kato.lands@yahoo.com> Reply-To: "Kato Landscape, Inc." <kato.lands@yahoo.com> 8 Date: Friday, December 16, 2016 at 9:59 AM To: Rob Hamers <rhamers@robhamers.com> Cc: 'Phyllis Beck' <pbeck@robhamers.com> Subject: Re: #196-C 23rd Street Pump Station -Landscape Hi Rob, Please see attached for the signed purchase order. Kato Landscape, Inc. (714) 963-4615 (714) 963-6424 (fax) From: Rob Hamers <rhamers@robhamers.com> To: "Kato Landscape, Inc." <kato.lands@yahoo.com> Cc: 'Phyllis Beck' <pbeck@robhamers.com> Sent: Thursday, December 15, 2016 7:14 AM Subject: #196-C 23rd Street Pump Station -Landscape HiAni, As you know, you have been selected to perform the work. Please sign the attached purchase order under "accepted by vendor" and return to me, then I will have the general manager countersign, and then you can perform the work. Thanks again, Rob Hamers, PE District Engineer I COSTA MESA SANITARY DISTRICT 290 Paularino Avenue, Costa Mesa, CA 92626 phone (949) 548-1192 I cell (714) 293-2727 I fax (949) 548-6516 Irvine office email: rhamers@robhamers.com I Costa Mesa office email: pbeck@robhamers.com Please note our new address above ... From: Lieu Tran <L Tran@cmsdca.gov> Date: Wednesday, December 14, 2016 at 3:24 PM To: Rob Hamers <rhamers@robhamers.com> Subject: RE: #196-C 23rd Street Pump Station -Landscape Here you go! Lieu Tran Website www.cmsdca.gov phone ·-.c. • "-"" :-i: email ltran@cmsdca.gov 9 From: Rob Hamers [mailto:rhamers@robhamers.com] Sent: Monday, December 12, 2016 2:49 PM To: Lieu Tran <L Tran@cmsdca.gov> Subject: Re: #196-C 23rd Street Pump Station -Landscape Perfect, thanks, Rob From: Lieu Tran <L Tran@cmsdca.gov> Date: Monday, December 12, 2016 at 2:41 PM To: Rob Hamers <rhamers@robhamers.com> Cc: Kaitlin Tran <ktran@cmsdca.gov> Subject: RE: #196-C 23rd Street Pump Station -Landscape Hi Rob, I'm waiting for a W-9 from them. As soon as I get it, I'll email you the PO. Thank you, Lieu Tran phone ~•40 045 3.:!0C email ltran@cmsdca.gov From: Kaitlin Tran Sent: Monday, December 12, 2016 2:09 PM To: Lieu Tran <L Tran@cmsdca.gov> Website www cmsdca gov Subject: Fwd: #196-C 23rd Street Pump Station -Landscape 10 ----------Forwarded message ---------- From: "Rob Hamers" <rhamers@robhamers.com> Date: Mon, Dec 12, 2016 at 9:23 AM -0800 Subject: #196-C 23rd Street Pump Station -Landscape To: "Kaitlin Tran" <ktran@cmsdca.gov> Cc: "Wendy Davis" <wdavis@cmsdca.gov>, "Phyllis Beck" <pbeck@robhamers.com> Hi Kaitlin, Would you or someone please prepare a PO for this work? Scott gave the approval and attached is the approved quote sheet and the Kato bid. It was next to impossible just to even get one bid. Thank you, Rob Hamers, PE District Engineer I COSTA MESA SANITARY DISTRICT 290 Paularino Avenue, Costa Mesa, CA 92626 phone (949) 548-11921 cell (714) 293-27271 fax (949) 548-6516 Irvine office email: rhamers@robhamers.com I Costa Mesa office email: pbeck@robhamers.com Please note our new address above ... From: Scott Carroll <scarroll@cmsdca.gov> Date: Monday, December 12, 2016 at 8:44 AM To: Rob Hamers <rhamers@robhamers.com> Subject: RE: #196-C 23rd Street Pump Station -Landscape It's less than $5k, so go ahead and use a PO. Scott Carroll, SDA, ICl\!IA-Cl\!I Wcb:-;itc: www.cmsdca.gov phon~: , , , ! -~ ;, , email: scarroll@cmsdca.gov From: Rob Hamers [mailto:rhamers@robhamers.com) Sent: Saturday, December 10, 2016 10:01 AM To: Scott Carroll <scarroll@cmsdca.gov> Cc: Wendy Davis <wdavis@cmsdca.gov>; Phyllis Beck <pbeck@robhamers.com> Subject: #196-C 23rd Street Pump Station -Landscape Hi Scott, 11 On Friday you signed the quote sheet for Kato Landscaping as low bidder for installing landscaping adjacent to the 23rd PS emergency generator. Since the low bid was $4,500 and they are going to hydroseed by hand since the site is so small and also install the 1-gallon plants by hand, can we use a PO for authorization or do we need a contract with everything? Thank you, Rob Hamers, PE District Engineer I COSTA MESA SANITARY DISTRICT 290 Paularino Avenue, Costa Mesa, CA 92626 phone (949) 548-1192 I cell (714) 293-2727 I fax (949) 548-6516 Irvine office email: rhamers@robhamers.com I Costa Mesa office email: pbeck@robhamers.com Please note our new address above ... 12 \J ZDl<o-0\ O<o 2\4\ ( B) INDI~ Gfl<tNG& L~ C\n-\-b~ f~ 6l,~ ... v ?~ c~~) 0~4~ -tk ~see~4- R'i'J. \visrec-\oi. : ~e U\~Fct -k ~\3~1 -or-w~ t\\'\e,\ ~-\ ~~ ~s~ a.~\ F\(M.~J (2~ ~ of -\ht ~~o.'), ~ --\he ~eke el ~\ • ~¥, ~"" '· u -~-\\,ut.~Y\e.., Inspector: _______ _ Date: '2./\-r / \1 j Time: AM PM --- Comments: ------------------------ F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\lnspectorSheet.doc REPT131 Run Id: 4018 2/17/2017 6:34:23AM City of Newport Beach INSP150 -Daily Inspection Request Report Requested Inspection Date: 02/17/2017 Inspection Type : ENCROACH Inspection Area : PW Site Address: 2141 INDIAN SPRING LN (PS) Page 2 of 2 m: ~(~[:~ifilf\11~f!lj,~t,i':,r,::£i,',~[~f.,i;ll1ri:::~i;ili;ii~\ ~,.:[~]\~~irn }~TR7ii' i'ntb'nna 'i:icS"B';l,:~iiir~~(::i;;~il;[i!]j]i·J~~::r\1~1,i:Iii::;1~:j~l1 li!~I ~ui; JjiP,l;11!1Ji!ilf.~L,.,:ilr!\i:Willll,,J,,illi'~iill.li.1~il!:idiitJii:,t ' ~.W:~J~Li: Aefi 1,,.,. "· , •~,:,,ldt.w :J.'11.l.lill i!i,l!!i;~atl!li 1:iW-i'iw1Jtiu.lh 11:1 ... m1.n,llmli<1i:1l:iliiliu,u:!i!UJ:t:.1L.rwill~~1.11W£;."!Wlli!lr.llt~ lil!'.3i~111,1d11U:!IJ,1ill;ilii!!lll!;1,_1¢H;il:IIJ~ .. _ .... 3 Activity : N2016-0106 SubType: Status : APPROVED APPLICANT: COSTA MESA SANITATION DISTRIC Phone : 949-645-8400 Description : 23rd Street/ Irvine Avenue (CMSD Pump Station). Seismic Retrofit (CMSD #193) and Ian check and installation. Item: 10250 FINAL -PW Requested Time: 2/17/2017 12:00:00AM Requestor: WEBUSER Entered By: WEBUSER Comments: ANY-SEE COMMENTS ON PERMITS PLUS -KC Assigned to : zzzzzzzzzzz* j y 'l//?/;7 \ -J ~ Ner:1 fl PeJ-2-._J ?) r:5-(2,;it ~ D) \ .J,i::#}12 0 SGG£> 4 ?VZ) .,e_ k. co /1/J /7 ~,;;::-G 'f iti e-r~~c; Lt VI 413-f!Vl1?t)w:rt,/ ~" ---------~-----------_, ____________ _ • / ri/ 1, -M 1 /t6 sr Cf-1r11t t-oAJ;z.i,µ,,,,,;e-o -r7-IA r ILJ4-·ro { c. c ) t,; o N o·-r ~ S,~....A }JU JD/2.o _ q, eeo. I ,-f7r -, /7 YI Lj / f', / 17 -C OfV<trrut1?r::, J D G ( CJ-1. ,()) ,f r,:, 1--D IA7 I<-/ lt-&ovt, P17/VD .,4 H-YD/U>S£E-P 1,,.._/b.£.lc _ t+6 w, L--l-0~ Ct l, s/, 4 j;; ·; BA-e,tJ, ·;-o ,'L-( & - 'l!~s/11 -~ H-N-~ ·2,.7 2-7 '7 It/-• 2.£/J-l!!B I I -t==wD e "3 p /11\ ~ It./ ,, ·-{J;ffl) 9 Polle TI) ,fl-OG 1 ~ w l l--L-C,/,t>t 1n c WZG (3-PV\/'r.t:L ILE: 4 ,<}-µ)~ I -/ lkYp~. 9 :8€V)' t ; GG'?.. ~/'.l-G'Q O-v\'T. ,,>ril lv l J 17 ._ 1 ½c-' L--/ /-P/7-l-t'~l'V Y ,d· ,J tir"TAI f L.+,vD s;ut-f'~ r:::-e-P•r) 1 Mvrt-ft; ,,,,__,._'T" -ILL e MA.1(.., VV\e ·H 1:5 Ptf r~vPrL. COMPLETED NO. DATE INS SEWER NOTES DESCRIPTION OF WORK CONTRACTOR'S REQUIREMENT TO PROVIDE A COMPLETE, TURNKEY PROJECT, APPUES TO ALL LABOR, MATERIALS, PARTS, EQUIPMENT, ACCESSORIES, ETC., WHETHER OR NOT SAID ITEMS ARE INCLUDED IN THE PLANS AND SPECIF/CATIONS OR THIS DESCRIPTION OF WORK, WITH THE EXCEPTION OF CONSTRUCT/ON SURVEYING AND PERMIT COSTS. PRE-BIDDING JOB SITE WALK-THROUGHS ARE AVAILABLE BY CALLING SENIOR INSPECTOR JOE LIMON AT (714) 290-68310R MAINTENANCE SUPERVISOR STEVE CANO AT (949) 281-6785. QUESTIONS REGARDING THE PLANS AND SPECIF/CATIONS SHALL BE DIRECTED TO SENIOR ENGINEER YEFIM TSAL YUK AT (949) 468-9840. CMSD STANDARD SEWER NOTES 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANOARDS OF 1HE COSTA MESA SANITARY DISTRICT. 2. CONTRACTOR SHALL REQUEST INSPECTJON FROM THE OFFICE OF THE DISTRICT ENG/NfER 48 HOURS PRIOR TO COMMENCE:MENT OF WORK. TELEPHONE: 949/631-1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL SE: CONSIDERED UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCE:MENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, 628 W. 19TH STRE:ET, COSTA ME:SA, CA 92627. 949/645-8400 EXT. 229. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY 1HE LOCAL GOVERNING AGENCY. 6. CONTRACTOR TO HA VE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS AND SPECIF/CATIONS ON JOB SITE AT ALL TIMES. 7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND-SE:AL OR APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK ONLY. 8. 6" LATERALS SHALL BE CONSTRUCTED FROM 1HE SEWER MAIN TO EVERY LOT. 9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. 10. STAMP •s• ON CURB AT SEWER LATERAL LOCATIONS. 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. 12. PRIOR TO ASPHALT CONCRETE PA I/ING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER sro. OWG. NO. S-105. 13. SEWER MANHOLE FRAME AND COVER SHALL BE: ALHAMBRA FOUNDRY A-127D, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'. 14. SE:WER MAIN SHALL SE BALLED AFTfR ALL MANHOLE: FRAMES AND COVERS HA.I/£ BEEN RAISE:D T-0 GRADE:. 15. PVC PIPE: MA y BE USED ONLY \MTH PRIOR APPROVAL FROM 1HE DISTRI.Cf ENGINEER. 16. IF MINIMUM SE:PARA TION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQU/REMENTS ARE TO BE USED PER sm. DWG. NO. S-110-A OR S-110-B. .. . . . ~ 17. DEVELOPER IS RESPONSIBIL"'fi5R-Ffl:Pt':~e1NG ANYEX/STING••l#tffifM_S!/,1/l~Mrrltt'f,iLo' OR FOUND TO BE DEFECTIVE. 18. ALL TRENCH EXCAVATION AND PIPE BE:DDING SHALL BE CONSTRUCTED PER STD. DWG. NO. S-112. 19. CONTRACTOR TO EITHER REPLACE EXISTING 6" VCP LATERAL IN STREET RIGHT OF WAY W/NEWLATERAL PER CMSD STD S-104-A OR PERFORM CCTV OF EXISTING LA 1ERAL AND PROVIDE 1/10£0 TO THE COSTA MESA SANITARY DISTRICT. DAMAGED PORTIONS OF EXISTING LATERAL SHALL BE REPA/RED (IF ANY). CITY OE NEWPORT BEACH-ADDIT/QNAt NOTES 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTI\IITIES.ll'flHIN lHE PUBLIC RIGHT-OF-WAY." 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS R,!:QUIRED 81:FORE THE BUILDING DE:PARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, .CURB AND GUTTER, AND ALLE:Y/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNE:R. SAID OETERMINA TION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS l'llTHIN JHE PUBLIC RIGHT OF WAY. All NON-STANDARD IMPROVEMENTS SHALL COMPLY WlTI-I CITY COUNCIL POLICY L-6 AND L-18. 4. ISSUANCE OF A BUILDING PE:RMIT BY THE ClrY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF lHE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE P.~OPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNlrY ASSOC/A TIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUlHORIZED BY THIS PERMIT. 5. PRIOR TO PERFORMING ANY WORK IN THE ClrY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DE:PARTMENT. 6. ALL PERMITS RELATED TO THE PROPOSE:D PROJECT TO BE ISSUED AT I'riE SAM£ TIME, OR SEPARATE PLANS AND PLAN REI/JEW WILL BE REQUIRED FOR ITEMS NOT ISSUED WITH THIS REI/JEW. ADDITIONAL NOTES -LICENSE SURVEYOR TO ESTABLISH RIGHT OF WAY LINE IN THE FIELD PRIOR TO CONSTRUCTION CONTRACTOR TO PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO PROVIDE A TURNKEY PROJECT, WHETHER OR NOT ALL ITEMS ARE SHOWN HEREON. BACKUP PUMPS TO MEET MINIMUM PUMPING RATE REQUIREMENT$ SHOWN IN TABLE ON SHEET 2 REPLACEMENT OF CURB, GUTTER, SIDEWALK, AND PAVING SHALL BE IN ACCORDANCE WITH CITY OF NEWPORT BEACH ENGINEERING REQUIREMENTS. BLOCK WALL STRUCTURE ALL BLOCK SHALL BE SPLIT FACED BLOCK WITH PRIOR APPROVAL BY DISTRICT. DOOR FOR THE STRUCTURE TO BE GREEN, MATCHING SURROUNDING LANDSCAPE AND CONTRACTOR TO INSTALL ADDITIONAL LANDSCAPE AROUND STRUCTURE UPON COMPLETION TO SOFTEN LOOK. lANGSCAPE TO RECEIVE PRIOR APPROVAL OF CITY OF NEWPORT BEACH. LL C COSTA MESA SANITARY DISTRICT I p ILi CIP PROJECT NO. 196-C '"' BLVD. '"' ..J II) 0 ,-AVE. "' ID 4 BAKER AVE. SWAN DR MERRI 31--L~¥!ill.-6--Ji~ii!.!.,.--J-.;~ V, 23rd STR ET C PUMP STATION w. VICINITY MAP NTS NOTICE TO CONTRACTORS: ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL PERSONS ARE PROVIDE:D A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL RELATIONS, DIVISION OF INDUSTRIAL SAFETY AND HEALTH, "CONSTRUCTION SAFETY ORDERS." THE DISTRICT ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THESE ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COSTA MESA SANITARY DISTRICT AND THE DISTRICT ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE COSTA MESA SANITARY DISTRICT, OR THE DISTRICT ENGINEER. THE EXISTENCE, APPROXIMATE LOCATION AND EXTENT OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN HEREON HAVE BEEN OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. IF THE CONTRACTOR, WHILE PERFORMING THE CONTRACT, DISCOVERS UTILITY FACILITIES NOT SHOWN HEREON, HE SHALL IMMEDIATELY NOTIFY THE DISTRICT ENGINEER IN WRITING. SHEET INDEX SHT NO. 1 2 3 4 5 DESCRIPTION TITLE SHEET, VICINITY MAP, NOTES LOCATION MAP, PUBLIC AGENCIES & UTILITIES, STANDARD SYMBOLS, ABBREVIATIONS, PUMP INFORMATION 23rd. STREET PUMP STATION IMPROVEMENT PLAN SOILS ENGINEER RECOMMENDATIONS TOPOGRAPHIC SUR';!EY OWNER COSTA MESA SANITARY DISTRICT 628 W. 19th STREET COSTA MESA, CA PREPARED BY ROBIN HAMERS & ASSOC/A TES, INC. 234 E.17th STREET, SUITE 205 COST A MESA, CA 906 p. 949-548-1192 SQJLS ENGINEER GEOETKA P.O. BOX 6670, ORANGE CA 92863 p. 714-771-6911 REVISIONS Undeground Service Alert BENCHMARK NBG-19-70 SOILS ENGINEER APPROVAL '<~ofESSto1y_ /..@ '-'I< DESCRIPTION CALL: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG DESCRIBED BY OCS 2001 -FOUND .3 J\4" OG5 ALUMINUM .BENCHMARK OJSK STAMPED "NB5-t9-70", SET IN 1HE SO!Jn-1€.AST CORNER OF A 4.5 FT. BY 8.5 FT. CONCR£7E CATCH BASIN. MONUMENT IS LOCATro IN THE' SOU1Ht\£ST CORNER OF TH£ IN7ERSECTION OF [RVINE AVENUE AND 2JRD smttr. 4J FT. NORTH\4£S7ERLY Of THE CtNTERUN£ OF JRV!NE AVENUE AND 35.8 FT. S0UlH~ST£RlY OF iHE CENTERLINE OF 23RD STREET. MONUMENT IS SET LE\'EL WITH THE SIDEWALK. ELEVA lJON 27,896 (NGYD29) THIS PLAN IS IN COMPLIANCE: WITH GEOTECHNICAL REPORT RECOMME:NDA TIONS ff/ . 1i\ .!!2 RosIN s. HAMERs1)21 Cl RCE NO. 31720 m I i EXP. 12/31/2016 !JJ; * * lll,,,_ ~'< "f?)i: CIV\\, ✓ri<c" 0 F Ci'-\..\'<"" GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE COSTA MESA SANITARY DISTRICT'S "STANDARD PLANS AND SPECIFICATIONS FOR 1HE;CONSTRUCTION OF SANITARY SEWERS" AS LAST REVISED, UNLESS OTHERWISE INDICATED ON THE PLANS OR BY PROJECT SPECIF/CATIONS. 2. THE CONTRACTOR SHA.LL SUBMIT TO THE DISTRICT A DETAILED CONSTRUCTION SCHEDULE WITHIN FIVE DAYS AFTER AWARD OF CONTRACT AND NCTIGE TO PROCEED BY THE DISTRICT. THE CONTRACTOR WILL NOT BE ALLOWED TO BEGIN CONSTRUCTION UNTIL AF7E:R A PRE-CONSTRUCTION MEETING AND THE CONSTRUCTION SCHEDULE IS APPROVED BY THE DISTRICT. THE PRE-CONSTRUCT/ON MEE'f/NG SHALL BE SCHEDULED TWO (2) WEEKS PRIOR TO THE START OF WORK AND INCLUDE REPRESENTATIVES FROM THE CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALTRANS, AND ALL OTHER AGENCIES AFFECTED BY WORK. 3. CONTRACTOR SHALL PROVIDE NOT/FICA TION OF WORK LETT£!? TO RESIDENTS AND BUSINESSES AFFECTED BY CONSTRUCTION AT LEAST 48 H.OURS BEF'ORE BEGINNING ANY CONSTRUCTION WORK. THE NOT/FICA TION LEITER SHALL BE APPROVED BY THE DISTRICT PRIOR TO DISTR!BUT/ON. • 4. THE CONTRACTOR SHALL HA VE A C0,0 Y OF THE APPROVED SEWER PLANS AND SPECIF/CATIONS ON THE JOB SITE AT ALL TIMES. 5. TH£ CONTRACTOR Shf,~L REQUEST INSPECTION FROM OFFICE OF THE: D/STRICT ENGINEER AT (949) 631-1731 AT LEAST TWO WORKING DAYS PRIOR TO BE:GINN/NG CONSTRUCTION. NO FACILITIE:S SHALL BE BACKFILLED UNTIL 08SERVED BY THE DISTRICT INSPECTOR. ANY WORK PERFORMED WITHOUT INSPE:CTION FROM THE DISTRICT SHALL SE CONSIDERED UNACCEPTABLE. 6. TH[ CONTRACTOR SHALL OBTAIN A CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE CMSD OFFICE AT 628 WEST 19th STREET, COSTA MESA, CA 92627 (949) 645-8400 EXTENSION 229. 7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE. CAL TRANS, AND OTHER LOCAL GOVERNING AGENCIES. THE DISTRICT SHALL BE RESPONSIBLE FOR ALL PERMIT AND INSPECTION FEES. 8. THE CONTRACTOR SHALL IMPLEMENT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION AREAS AND COMPLY TO CONSTRUCTION WORK HOURS IN CONFORMANCE WITH THE TRAFFIC CONTROL DRAWINGS. 9. AT THE: END OF E:ACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCT/ON OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. 10. THE CONTRACTOR SHALL.MAINTAIN THE WORK AREAS IN A NEAT, SAFE, CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SA Tl SF ACTION OF THE DISTRICT. STREETS SHALL BE KEPT CLEAN OF DEBRIS, DUST, AND OTHER NU/SANCE AT ALL TIMES. THE CONTR.'.CTOR SHALL BE RESPONSIBLE FOR ANY CLEAN-UP OF ADJACENT STREETS AFFECTED BY CONSTRUCTION. THE CONTRACTOR SHALL HAVE A VACUUM/BF?USH TYPE SWEEPER ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 11. ALL PAVEMENTREMOV4L .. NECESSARY FOR THE CONSTRUCTION OF THIS Pi'/OJECT SHALL BE SAW CUT PRIOR TO REMOVAL AND REPLACED IN CONFOF?ff/i<iNCE WITH THE PLANS AND SPECIF/CATIONS AND TO THE SA Tl SF ACTION OF THE DISTRICT AND GOVERNING AGENCY. DtS<OSAL OF RE:MOVED PAVEMENT SHALL BE AT AN APPROVED DUMP SITE. 12. ALL CONCRETE bRIVEWAYS, S/DE;'l'IAtKS OR CURBS TO BE REMOVED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCOR£ MARK OR ADJUST46LE 'CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE PLANS ANO SPECJFICATICivS AND TO Th£ SA TISFACTIDN OF THE DISTRICT AND GOVERNING AGENCY. 13. THE CONTRACTOR SHAL.L REPAIR ANO RESTORE EXISTING CURB AND GUTTER, SIDEWALK, LANDSCAPE AND SURFACE /MPROVEMENTS IN PUBLIC RJGHT OF WAY OR PRIVATE PROPERTY DAMAGED DURING CONSTRUCTION TO ORIGINAL CONDITION TO THE SA Ti SF ACTION OF'THE DISTRICT AND GOVERNING AGENCY. 14. THE CONTRACTQR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF EXCESS MATERIAL NOT USED DURING CONSTRUCTION AT AN APPROVED lfi,llifP SITE. ,,_o·"'· 15. ALLTRFNCHING AND/C!R SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. GROUNDWATE:R MAY BE PRESE:NT DURING COJ)I.SrRUCTION OF THE PROPOSED FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF A {}£WATERING PLAN IN CONFORMANCE: WIT'ri ALL REGIONAL WATER QUALITY CONTROL BOARD RE:QUIREMENTS. 16. AT TH[ END OF EACH WOR!< DAY, THE CONTRACTOR SHALL EITHER BACKFILL WITH TEMPORARY PAVEMENT AT 2" MINIMUM THICKNESS OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RICH T-OF -WAY SO ALL LANES OF TRAFFIC CAN BE OPENED TO NORMAL OP[RATIONS DURING NON-CONSTRUCTION HOURS. STEEL PLATES SHALL HAVE NON-SKID SURFACE. THE CONTRACTOR SHALL RE:CESS STEEL PLAT£$ ON TOP OF MILLED SURFACE A MINIMUM OF 18 INCHES ON ALL SIDES OF THE TRENCH. STEEL PLATES SHALL BE INST.ALLE:D TO THE: SA TISFACT/ON OF THE COSTA MESA SANITARY DISTR/C7: CITY OF COSTA MESA, CITY OF N[f',,PORT BEACH, COUNTY OF ORANGE, AND CALTRANS. CONTRACTOR SHALL PROVIDE STRUCTURAL DESIGN AND CALCULATIONS FOR STEEL PLATES THAT SPAN GREATER THAN 5'-3" UNDER THE DIRECTION OF AND SE:ALED BY A CALIFORNIA PROFESSIONAL ENGINEER. 17. THE CONTRACTOR SHALL NOTIFY UNDE.'?GROUND SERVICE ALERT AT LE.AST 48 HOURS BEFORE BEGINNING ANY CONSTRUCTION WORK. 18. EXISTING BENCHMARK/MONUMENT: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE REE.STABL/SHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED PRIOR TO DECEMBER 31 1981 OR A LICENSED LAND SURVEYOR. ' 19. F:XISTING UTJLiTIES AND STRUCTURES VERIFICATION: THE: EXISTENCE AND LOCATION OF ANY EXISTING UTILITIES AND STRUCTURES SHOWN ON THESE PLANS ARE APPROX/MA TE. THE CONTRACTOR S,'iALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UT/UT/£$ SHOWN, AND ANY OTHER LINES AND STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE: FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE L/NES AND STRUCTURES. ALL COST OF P01HOLING AND EXPOSING SHALL BE BORNE BY THE' CONTRACTO.'?. 20. UTILITIES CONFUCT: IF THE: EXISTING UTILITIES OR STRUCTURES DIFFER FROM THOSE SHOWN ON THE PLANS AND THERE IS A CONFLICT WITh' THE PROPOSED FACILITIES, THE CONTRACTOR SHALL NOTIFY THE DISTRICT IN WRITING IMMEDIATELY TO DETERMINE THE DESIGN CHANGES OR RELOCATIONS REQUIRED TO EL/MINA TE THE CONFLICT. 21. WA Tf:R POLI UT/ON CONTROL: THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. EFFECTIVE BMP'S (BEST MANAGEMENT PRACTICES) SHALL SE: IMPLEMENTE:D TO PREVENT POLLUTED DISCHARGES FROM ENTERING STREETS, GUTTERS, STORM DRAINS, AND RECEIVING WATERS. THE INSTALLATION AND MAINTENANCE OF BMP'S IS Th'£ CONTRAC'[OR'S RESPONS/BILITY. ANO FAILURE TO PROPERLY INSTALL OR MAINTAIN EFFECTIVE BMP'S MAY RESULT IN ENFORCEMEN1ACTION BY THE GOVERNING AGENCY. IF INSTALLED BMP'S FA/L, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE AL TERNA TE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO. REFER TO CALIFORNIA STORM WATER QUALITY 4$.SOC/ATION (CASQA) CONSTRUCTION BMP HANDBOOK AVAILABLE ON-LINE AT WWWCABMPHANDBOOKS.COM FOR PROPER IMPLEMENTATION OF CONSTRUCT/ON BMP'S. 22. CONTRACTOR SHALL NOT RECEIVE EXTRA COMPENSATION FOR NIGHT WORK. 23rd STREET PUMP STATION 2141 INDJAN SPRINGS LANE, NEWPORT BEACH COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET DISTRICT ENGINEER D1/05/2015 ROBIN B. HAMERS R.C.E. 31720 DATE PROJECT NO. 196-C INSTALLATION OF BACKUP POWER AND BACKUP PUMPING CAPABILITY 1 OF 5 ~ D <>' 0 !f [) i;] HAMILTON AVE. '< ~ .... ADAMS <(;; ~ SWAN DR. DANNS u ::; m ::, 11. w er: z w MACARTHUR s_.,rv IOWA ST. CAUPORNIA ST. GISLER \jt.,~\)<- ,,..Q ~S'<:' WILSON VE. er: w z ::;; HAMILTON w > §; -' ro 5 (Il er: <( :c SUNFLOWER SO. COAST DR. DIEGO SAKER AVE. ~ WAY ST. ST. W. u 18th. < ST. -' 0.. W. 18 h. <( z ::;; ST. ::;; :c <( 0 z W. 17t . 11. <( w. 16 h. ST. PUBLIC AGENCIES & UTILITIES AGENCY ADELPHIA (TIME WARNER CABLE) AT&T CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH OPERATIONS TRAFFIC SIGNALS CITY OF NEWPORT BEACH -INSPECTOR COMCAST CABLE COSTA MESA SANITARY DISTRICT ELLER MEDIA COMPANY IRVINE RANCH WATER DISTRICT MCI MESA CON SOLID A TED WATER DISTRICT METROPOLITAN WATER -ORANGE COUNTY MPOWER COMMUNICATIONS ORANGE COUNTY WATER DISTRICT SC EDISON DISTRIBUTION SC EDISON TRANSMISSION SC GAS DISTRIBUTION SC GAS TRANSMISSION TRANSPORTATION CORRIDOR AGENCIES XO COMMUNICATIONS REVISIONS NO. DATE DESCRIPTION CONTACT JOE BARRIOS !LENE KUTZLE GEORGE MURDOCH GEORGE BERNARD T.B.D. ARNEL GANZON ROBIN HAMERS KEVIN KOCIC BRAD JACKSON DEAN BOYERS MARK PELKA SUBSTRUC1URES TEAM MARK SAWYER CHRIS OLSON EDISON OPERATOR WALLACE ZIMMERMAN DAVE RAND ROSALYN SQUIRES DAVID LOWE MA TT BERGINE Undegro1.1r111:IService Alert CALL: TOLL FREE 1-800-422-4133 PHONE NO. 714-709-3390 714-666-5503 949-718-3401 949-644-3348 949~644-3311 951-549-3977 949-631-17.31 310-755-7299 949-453-5611 972-729-6322 949-631-1200 213-217-6679 949-864-1664 714-.378-3232 626-302-1212 714-97.3-5409 714-634-3034 818-701-4546 949-754-3488 949-417-7841 TWO WORKING DAYS BEFORE YOU DIG i3! :al PAULARINO ST. >-' (/) er: < w m RTE 405 BLVD. >-' (/) -' 0 AVE. (/) er:; (D 'o\,--f)· ANT N EL CA~iNO ARLINGTON DR. FAIR DR. 01' -.\<v.· "' ~~"' :'It,, -0 ~ :'I~ '\ ch LOCATION MAP GENERAL GRADING SPE;CIFICA TIONS General NTS 1. All work shall conform to Chapter 15 of the Newport Beach Municipal Code (NBMC); the project soils report end special requirements of the permit. 2. Dust shall be controlled by watering and/or dust palliative. 3. Sanitary facilities shoi/ be maintained on the site during construction period. 4. Work hours are limited from 7: 00 AM to 6: 30 PM Monday through Friday; 8: 00 AM to 6:00 PM Saturdays; and 10:00 AM to 6:00 PM Sundays and Holidays per Section 10-28 of the NBMC. 5. Noise, excavation, delivery and removal shall be controlled per Section 10-28 of the NBMC. S. The stamped set of approved plans shall be on the job site at all times. 7. Permit tee ond Con tractor are responsible for locating and protecting utilities. 8. Approved drainage provisions and protective measures must be used to protect adjoining properties during the grading operation. 9. Cesspools and septic tanks shall be abandoned in compliance with the Uniform Plumbing Cade and approved by the Building Officio/. 10. Haul routes for import or export of materials shall be approved by the City Traffic Engineer and procedures shall conform with Chapter 15 of the NBMC. 11. Positive drainage shall be maintained away from all building and slope areas. 12. Failure to request inspections and/or have removable erosion control devices on-site at the appropriate times shall res!.1lt in forfeiture of the construction site cleanup deposit. 13. All plastic drainage pipe shall consist of PVC or ABS plastic and either ASTM 2751, ASTM 01527, ASTM 03034 or ASTM D1785. Erosion Goa trol 1. Temporary erosion control plans are required from November 15 to March 15. 2. Erosion control devices shall be available on site between November 15 and March 15. 3. Between November 15 and March 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day whenever the daily rainfall probability exceeds 50 percent. 4. Landscaping plans shall be submitted for approval, work completed and a certificate of conformance received by the City Grading Engineer prior to closure of permit, unless waived by the City Grading Engineer. 5. Temporary desilting basins, when required, shall be installed and maintained for the duration of the project. Documentation 1. An as-built grading plan shall be prepared by the civil engineer including original ground surface elevations, as-graded ground surface elevations, lot drainage patterns and locations, and elevations of all surface and sub-surface drainage facilities. He shall provide written approval that the work was done in accordance with the final approved grading pion and state the number of yards of cut and/or fill moved during the operation. 2. A soils grading report prepared by the soils engineer, including locations and elevation of field density tests, summaries of field and laboratory results and other substantiated dota ond comments on any changes mode during grading and their effect on the recommendations made in the soils engineering investigation report. He shall provide written approval as to the adequacy of the site for the intended use and completion of work in accordance with the NBMC. 3. A geologic grading report prepared by the engineering geologist, Jncluding rf final description of the geology of the site, including any new information disclosed during the grading and t~e effect of the same on recommendations incorporated in the approved grading plan. He shall provide written approval as to the adequacy of the site for the intended use as affected by geologic factors. CURRENT OPERATION MINIMUM REQU!RED BACKUP PUMPING RATE STANDARD SYMBLOLS ---------------· ... --~ 4. ---w------ ------s ------ ---s------ SD=== ------E------ -------T ------- -------TV------- -------TS--- ---G--- CENTERLINE EXISTING WATER LINE -SIZE AS INDICATED PROPOSED SEWER LINE -SIZE AS INDICATED EXISTING SEWER LINE -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING POWER CABLE EXISTING TELEPHONE CONDUIT EXISTING UNDERGROUND T.V. CABLE EXISTING TRAFFIC SIGNAL CONDUIT EXISTING GAS LINE -SIZE AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CDNCRETIE CURB EXISTING WATER VALVE PS PUMPING STATION GP.M T.D.H GPIVI GPM G.P.M. FH # 1 23rd. STREET Sheet 1\b, 5 f I. 550 81 1nnow ----p Oi;iily Peak Low Flo-.v 147 4) ====CJ EXISTING FIRE HYDRANT (F.H.) EXISTING WATER METER (W.M.) EXISTiNG WATER METER (W.M.) EXISTING CATCH BASIN (C.B.) PROPOSED MANHOLE (M.H.) EXISTING MANHOLE (M.H.) SINGLE DOUBLE ----c}-------EXISTING ELECTRICAL OR TELEPHONE VAULT Grqdlnc Fills/Cul§ 1. Graded slopes shall be no steeper than 2 horizontal ta 1 vertical. 2. Fill slopes shall be compacted to no less than 90 percent relative compaction to the finished surface. 3. All fills shall be compacted throughout to a minimum of 90 percent approved by the soils engineer. Compaction tests shall be performed approximately every two feet in vertical height and of sufficent quantity to attest to the overall compaction effort applied to the fill areas. 4. Areas to receive fill shoil be cleared of all vegetation and debris, socrified and approved by the soils engineer prior to placing of the fill. 5. Fills shall be keyed or benched into competent material. 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. 7. Any existing irrigation lines and cistrens shall be removed, or crushed in place and backfilled, and approved by the soils engineer. 8. The engineering geologist and soils engineer shell, after clearing and prior to the placement of fill in canyons, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of future accumulation of, subsurface water or spring flow. If needed, drains will be designed and constructed prior \o the placement of fill in each respective canyon. ./ 9. The exact location of the subdrains shall be surveyed 'n the field for lil'\e/ond grade. 10. All trench backfills shall be compacted throughout to a rcdnimum of 90 percent relative compaction, and APPROVED BY THE SOILS_ EN.Gl_NE£R. The Building Department may require coring of concrete flat work placed over untested backfills to facilitate testing. 11. The stockpiling of excess material shall be approved by the City Grcding Engineer. 12. Landscaping of all slopes and pads shall be in accordance with Chapter 15 of the NBMC. 0 EXISTING TREE ( : : :::,1 EXISTING SHRUBS [µ ________ DENOTES DETAIL NUMBER W DENOTES SHEET NUMBER TV--------DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) 1--------DENOTES APPROXIMATE HORIZONTAL POSITION OF UTILITY CROSSING (IN PROFILE) ABBREVIATIONS AB AGGREGATE BASE ABAND ABANDONED INV INVERT AC ASPHALT CONCRETE IRR IRRIGATION ASPH ASPHALT PAVEMENT LAT LATERAL BC BEGIN CURVE LF LINEAR FEET BCR BEGiN CURB RETURN MH MANHOLE CATV CABLE TELEVISION MIN MINIMUM CB CATCH BASIN NAP NOT A PART CCP CONCRETE CYLINDER PiPE NTS NOT TO SCALE CF CURB FACE It PROPERTY LINE CMSD COSTA MESA SANITARY DISTRICT PP POWER POLE co CLEAN OUT (SEWER) PT POINT CONC CONCRETE PVMT PAVEMENT CONT CONTINUOUS R RADIUS 13. All cut slopes shall be investigated both during and ofter grading by engineering geologist to determine if cny stability problem exists. Should excavation disclose any geological hazards, the engineering geologist shell recommend and submit necesso.ry treatment ta the City Grading Engineer far approval. (f_ DIA CENTERLINE RCP REINFORCED CONCRETE PIPE 14. Where support or buttressing of cut and natural slopes is determined to be necessary by the engineering geologist ond soils engineer, the soils engineer will obtain approval of design, location and coiculotions from tr,e City Grading Engineer prior to construction, 15. The engineering geologist and soils engineer shall inspect and test the construction of all buttress fills and attest to the stability of the slope and adjacent structures upon completion. 16. When cut pads are brought to near grade the engineering geologist shal! determine if the bedrock is extensively fractured or faulted and wiil readily transmit water. If considered necessary by the engineering geologist and soils engineer, a compacted fill blanket will be placed. 17. The engineering geologist shall perform periodic inspections during grading. 18. Notification of Noncompliance: If, in the course of fulfilling their respasibility, the civil engine.er, the soils engineer, the engineering geologist or the testing agency finds that the work is not being done 'n conformance with the approved grading plans, the discrepancies shall be reported immediately in writing ta the person in charge of the grading work and to the City Grading Engineer. Recommendations for corrective measures, if necessary, shall oe submitted to the City Grading Engineer for approval. Required lnspectioos 1. A pre-grading meeting shall be scheduled 48 hours prior to start of grading with the fallowing people present: owner, grading contractor, design civil engineer, sails engineer, geologist, City Grading Engineer or their representatives. Required field inspections will be outlined at the meeting. 2. A pre-paving meeting shall be scheduled 48 hours prior to start of the sub-grade preparation for the paving with the following people present: owner, paveing contractor, design civii engineer, soils engineer, City Grading Engineer or their representatives. Required field inspections will be outi:ned at the meeting. DISTRICT DWG EC EL EXIST. FG FH FM FO FS HPG HOR (HORIZ) HWY DIAMETER REBAR REINFORCING STEEL DRAWING REQ'D REQUIRED DRAWING R/W RIGHT-OF-WAY END CURVE SCH SCHEDULE ELEVATION SD STORM DRAIN EXISTING SHT SHEET FINISHED GRADE STA STATION FIRE HYDRANT STD STANDARD FORCE MAIN TC TOP OF CURB FIBER OPTICS TS TRAFFIC SIGNAL FINISHED SURFACE TYP TYPICAL HIGH PRESSURE GAS VCP VITRIFIED CLAY PIPE HORIZONTAL VERT VERTICAL HIGHWAY WM WATER METER 23rd STREET PUMP STATION 2141 INDIAN SPRINGS LANE, NEWPORT BEACH <l,i .. O IO,v. 1if} "?~'% /ii ROBIN B. HAMERS 0, -z @ RCE NO. 31720 rn cl-EXP. 12/31/2016 !JJ " * ll'>;-. ~ -_,,>.::. CtV\1.-(F' : t:: Op Cf'.l..f:O COSTA MESA SANITARY DISTRICT DIS 1RICT ENGINEER 01/06/2016 ROBIN B. HAMERS R.C.E. 31720 DATE COSTA MESA SANITARY DISTRICT PROJECT NO. 196-C INSTALLATION OF BACKUP POWER AND BACKUP PUMPING CAPABILITY SHEET 2 OF 5 (!) 0 ,., N ----- - -1 REVISIONS NO. DATE DESCRIPTION EXIST. 1./" Ra' ST.ORM WAIN APPROJ< DAYUGHT ---- I ! I / 23rd. I J it:. /'. 1,1_.i\ J ' 14.74' ,_ 8 r • KOHi.Bl Power .. Systems ±7.7' EXI-ST. CURB & GtJTTt'.R ---~--"'""""_.,.----'"----, t I !--,-··--•. I,@. ~"---J.~-····--·~---••·••....; ' t:~"-LV -~_:"! ===-··:~~~=~i~;=:::_•-l_: ____ , KOHLl;R GENJEfiATOR Undeground Service Alert CALL: TOLL FREE 1-800-422-4133 TWO WORKING OAYS BEFORE YOU DIG I f ! I i!J '·-i I / I I I f _____ ~ DaST. GUY 1'!RE • • -~ ----~- LIMITED BACKCUT CONDITION 5 ft. max. vertical height of back<:ut ~m ffi~l 11-rrril ii ' ffi '. .ffi" ,II!=- FRONT VIEW WOVEN FABRIC GRAVEL BAG F'ILLED WITH COARSE SAN7 c '1m~m~TrE~fuJ~~ CROSS SECTION ! V ' EXIST. PUI.IP STATIQ/1/ U) GRAVEL BAGS BERM SE-6 BMP -', .! ~, ~ i':'t'f:-" ..........,.•\\'~\y" " /:;\ . ----\ (XIS1JNG f:JLCTRICAL PANEl ~----.Paved Gutter {C®.crete) -r-f----__ Min. 1ft. cohesive soils to retard surface infiltration of water {clayey ""-"'d/"""1<fy <:lay) 1457-.~----· Waterproofing, H required ,;;,.~------Pett gravel V \l v ,.l,,.----·-Marafi 140 N filter fabric (or equal) ;.....,,: -v 4 in. diameter 1/2 btm. perforated PVC SCH 40 or ABS SDR 35 w /min. 1% gr<1dienl RETAINING WALL DETAIL EROSION CONTROL NOTES: UJ CONSTRUCT GRAVEL BAGS PER DETAILS HEREON. \ CONSTRUCTION NOTES [I) CONTRACTOR TO REMOVE EXISTING FENCE, INSTALL TEMPORARY FENCE PROHIBITING ACCESS TO ADJACENT PROPERTY AND INSTALL PERMANENT WROUGHT IRON FENCE AT THE ENO OF CONSTRUCTION. EXIST/NG WROUGHT IRON FENCE MAY ONLY BE RE-USED IF ALLOWED BY CMSD INSPECTOR. ~ CONTRACTOR TO RE-GRADE EXIST/NG SLOPE AROUND THE ENCLOSURE AS NECESSARY. CONTRACTOR TO HIRE THE SOILS ENGINEER FOR COMPACTION TESTING (ORIGINAL SOILS INVESTIGATION WAS PREPARED BY GEO-ETKA, 714-771-6911) Q] CONTRACTOR TO INSTALL UNDERGROUND ELECTRICAL CONDUITS AND PROVIDE CONNECTION TO EXISTING ELECTRICAL PANEL INCLUDING ALL NECESSARY SITE WORK. [!] CONTRACTOR TO MOUNT ATS (AUTOMATIC TRANSFER SWITCH) TO THE WALL PER ELECTRICAL ENGINEER'S RECOMMENDATIONS. EARTHWORK EST/MA TE RAW CUT .......................................... . RAW FILL .......................................... . 30 c. y. 0 c.y. APPROX/MA TE COST OF DRAINAGE IMPROVEMENTS-$400 23rd STREET PUMP STATION 2141 INDIAN SPRINGS LANE, NEWPORT BEACH COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT PROJECT NO. 196-C SHEET DISTRICT ENGINEER 01/06/2016 ROBIN B. HAMERS R.C.E. 31720 DATE INSTALLATION OF BACKUP POWER AND BACKUP PUMPING CAPABILITY 3 OF 5 <!) 0 N ~ <D 0 ~ -0 SOil S REPORT RECOMMENDATIONS Foundation Design Continuous footings, isolated pad footings or a combination af both may be utilized for the design of the foundation to support the proposed structures provided a/f footings ore resting on firm native soil or compacted soil tested to 90%. The project engineer must comply with the City's minimum requirements when they exceed any part of this report. Bearing Value A bearing value of 1,500 p.s.f. may be used. The footings should be at least 15 inches wide and a minimum of 18 inches below the lowest adjacent finish grade. The footings must rest on firm native soil ar properly compacted soil that is at least 1.5 feet thick tested to a minimum of 90% The above bearing values may be increased one-third when resisting loads caused by wind or seismic forces, providing the resultant size is not less than that obtained with dead load and ffve load only. Settlement -Total and Differential (Static) Based on the design criteria, settlement should not exceed 0.2 inch for the continuous footings and 0.5 inch for the isolated pad footings. Overall differential settlement is expected to be 0.3 inch. Approximately of the settlement will occur during the construction period. Once constructed, the differential settlement will be ".4 inch or less. The maximum differential settlement should not exceed " over a 20 feet span. Earth Load Resistance Lateral load resistance for the spread footings will be developed by passive soil pressure against sides of footings below grade and by friction acting at the base of the concrete footings bearing an compacted fill. An o/lowoble passive pressure of 250 psf per foot of depth may be used for design purposes. An allowable coefficient of friction 0.30 may be used for dead and sustained live load forces to compute the frictional resistance of the footings constructed directly on compacted fill. Safety factors of 2. 0 and 1.5 have been incorporated in development of ol/owoble passive and frictional resistance values, respectively. Under seismic and wind loading conditions, the possive pressure and frictional resistance may be increased by one-third. Lateral Earth Pressures The earth pressure behind retaining walls depends primarily on the allowob(e wall movement, wall inclination, type af backfill materials, bocl<fill slopes, surcharges, and any hydrostatic pressure. The potential pressure components of subterranean walls include a un,rorm surcharge pressures far traffic or surcharges, active and restrained horizontal pressure components, and pressures from compaction effort. Walls below grade should be designed to resist the applicable lal@rcrl earth pressures. On-site soil materials may be used os backfill behind retaining walls; however, these ansite soils are low expansive. Therefore, if these materials are used as bock'fi/1, at-rest earth pressures of 60 pcf and 95 pounds per cubic foot (equivalent fluid pressures) far drained and undrained conditions should be used, respectively. All walls should be designed to support any adjacent structural surcharge loads imposed by other nearby walls or footings in addition to the above recommended active and at-rest earth pressures. Where sufficient area exists behind the proposed walls, imported clean sand exhib/fing a sand equivalent value (SE) of 30 or greater, or pea gravel or crushed rock may be' used for wall backfill to reduce the lateral earth pressures provided these granular backfiil materials extend behind the wails to a minimum horizon to/ distance equal to one-half the wall height. In addition, the sand, pea gravel or rnck backfill materials should extend behind the walls to a minimum horizontal distance of 2 . tei>t .df-'th'l!i5ase of the wall or to a horizontal distance equol to the heel width of the footing, whichever is greater. For the above conditions, at-rest earth pressures equivalent to fluids having densities of 45 p.c.f for drained and 80 p.c. f for undrained conditions are recommended for design of restrained walls supporting a level backfill. Furthermore, as with native soil backfill, the walls should be designed to support any adjacent structural surcharge lo<;ds imposed by other nearby walls or footings in addition to the above recommend~d active and at-rest earth pressures, if the loads fall within a 1: 1 projection of wall foundations. In addition to the above-mentioned lateral earth pressures, subterranean building walls more than 6 feet higher than the opposite wolf should be designed to support a seismic active pressure. The recommended seismic active pressure distribution on the wall is if/ustro(ed in the following diagram with the pressure equoi to 10H pounds per square foat, where H 1s the wall height in feet or the difference in wall height between the building wall and the opposite building wall. Slab on Grode ft is recommended that alt footings should be reinforced with at feast 4 number 5 bars, 2 at the top and 2 at the bottom. The slobs on grade should be at least 5 inches thick and be reinforced with Number 4 bars at 12 inches on center. This should be underlain by a moisture barrier. The moisture barrier should consist of 2 inches of clean, medium to coarse sand placed above a 10 mn poly vinyl chloride sheet or comparable impervious material. AU joints shall be mode so as to preserve the impervious character. Excavation Difficulty Based on our field exploration program, earthwork can be performed with conventional construction equipment. REVISIONS NO. DATE DESCRIPTION Undeground Service Alert CALL: TOLL FREE 1-800-422-4133 TWO WORKING OA YS BEFORE YOU DIG Temporary Construction Slopes Excavations during construction should be conducted so that sfope failure and excessive ground movement wUI not occur. The short--term stability of excavation depends on many factors, including slope angle, engineering characteristics of the subsoil, height of the excavation and length of time the excavation remains unsupported ond exposed to equipment vibrations, rainfall and desiccation. Where space permits, and providing that adjacent facilities are adequately supported, open excavations may be considered. In general, unsupported slopes for temporary constnic:tion excavatidns should not be expected to stand at on inciination steeper than 1; 1 (horizontal: vertical). Surcharge loads should be kept away 'from the top of temporary excavations a horizontal distance of 10 feet or half the excavation depth, whichever is greater. Sloughing or raveling of the surface of the temporary excavatJons may occur and workmen should be adequately pr6tected from_-such _occurrences. Surface drainage should be controlled along the top of temporary excavations to preclude wetting of the soils and erosion of the excavation faces. Even with the implementation of the above recommendations, sloughing of the surface of the temporary excavations may still occur, and workmen should l)e adequately protected from such sloughing. Temporary Shoring Based on the anticipated depths of excavations of approximately 10 feet below ground surface for construction of the basement walls, it appears that there may be insufficient space for, sloped excavations in all areas of the site. In these areas shoring should be used lo support the excavations. Cantilever er braced shoring may be considered at this site. Cantilevered shoring can be utilized where some deflection is acceptable. However, where shoring will support adjacent improvements or facilities and excessive deflection can lead to settlement, braced shoring should be utilized. Settlement of structures or facilities founded adjacent to the shoring will occur in proportion to both the distance between the shoring and the facilities, and the amount of horitantal de'flectian of the shoring system. The vertical seltlemen t wm be a maximum ot the shoring face and decrease os the horizontal distonce from the shoring increases. Beyond a distance from the shoring equo/ to the height af the shoring, the settlement is expected to be negiigible. The maximum vertical settlement is expected to be about 75 percent of the horizontal defieclion of the shoring system. Prior to excavation, it is recommended that wolls, structures, or -portions of structures within d horizontal distance of 1.5 times the depth of the excavation be inspected to determine their present condition. For documen totion purposes, photographs should be taken of preconstruction distress conditions and level surveys of adjacent grade and pavement should be performed. During construction, deflection oi the shoring system should be monitored initialiy on a frequent (weekly) basis until it can be demonstrated that no movemer, t is occurring. At that time, less frequent monitoring con be performed. In addition, the structures should be periodically inspected for signs of disfress. Adjacent grade and pavement should be monitored to determine the amount of movement resulting from the construction activities. fn the event that distress or settlement is noted, on investigation should be performed and correction measures token so that continued or worsened distress or settlement is mitigated. Temporary lateral Earth Pressures Cantilever or braced shoring should be designed for the lateral earth pressures shown on Prate "TSS". These values are based on the assumption that (1) the shored soil material is level at ground surfoce, (2) the exposed height of the shoring is fess than 20 feet, (.3) there are no hydrostatic pressures above the bottom of excavation, and ( 4) the shoring is temporary, and will not be required to support the soil longer than six months. Surcharge coefficients of 0 . .3 and 0.5 may be used with uniform vertical surcharges for cant/lever and braced shoring lateral earth pressures, respectively. These surcharge pressures should be added to the lateral earth pressures (Plate "TSS") for design. Soldier Piles and Lagging For the design of soldier piles spaced at least 2.5 diameters on centers, allowable lateral bearing values (passive values) ore provided in Plate "TSS". Soldier i,iles spaced less than 2.5 diameters on center should be designed based upon the allowable passive values recommended for sheet piles in Subsection 9.4.1. Passive resistance should be discounted to a depth of at least one diameter of the soldier plle below the lowest adjacent excavation ievel, as shown on Plate "TSS". The above lateral bearing values incorporote a factor of safety of 2.0. For drilled soldier piles, the portion of the piles below the lowest excavated level should be concreted to provide firm contact between the pile and supporting soils. To develop firm contact between the upper portion of the shoring and the retained soils, the upper portion of the soldier pile excavation should be filled with a lean mix concrete or sand-cement slurry. To limit sloughing and caving of the site soils, it is recommended that lagging or gunite be used between soldier piles. All lumber to be left in the ground should be pressure-treated in accordance with Specification C-2 of the American Wood Preserves Association (AWPA). Sand-cement slurry pumped Jn behind Jogging to support cohesionless soils and adjacent facilities and utilities is recommended when sloughing occurs. Demo/it/on and Tree Removal Special note shouid be iaken during the grading so os to locate all underground items, e.g. pipe, conduit, storage tonks, septic tanks, cesspools or leach lines, water wells, irrigation pipe, etc. Any septic tank found should be removed from the site. Any seepage be pumped dry and f;/led with 2-sock slurry concrete. The top and removed if they ore within 5 feet of finished grade. 1 f a water-well off and capped, 5 feet below finished grode. pit or cesspool found shall sides should be broken and is found it shall be cut Any metal pipe found shall be excavated and cleared from the site. Any vitrified clay leaching lines may be broken in pioce. T Any tree that hos to be removed, due to the construction, should be cavity backfilled as described in the grading section. Any root found shall the site or mulched for future landscaping use. completely removed and the be excavated and cleared from All cavities should be cut in a "V" shape so thot compaction equipment wiH not bridge during grading which should be conducted in the manner noted be(ow. It is recommended that the demolition be observed so as to prevent debris from remaining on or being buried on site. The demolition of the below grade items such as pipes and tree roof systems must be checked by the soif engineer or his representative. Grading Prior to the controlled gn,ding operations, the construction area should be stripped of oil vegetation that is present and the debris removed from the site or stockpiled and mulched for later use in the planter areas. The pad will be cut to grode. All footing excavations w.'thin the existing structure must be observed, tested and reported by this office. The footings must be supported on a pod of compacted soil thai is at least 1.5 feet thick and tested to 90%. All loose, porous, soft and fill soil found during grading must be removed to firm native soil and replaced as compacted soil at 90%. If soft, wet soil pumping occurs it is advisable to bridge !he bottom with o crushed or angular 1-inch rock layer ot least 2 feet thick. Note that in no case should crushed miscellaneous base or washed rounded rock be utilized, A sieve analysis must be run by this office prior to import. The densification of the rock should be ,:,bserved/probed and approved by a representative of this office; in such coses lightweight track equfpmm,t is recommended. The wet soil if utilized wili have to be dried or cement treated. A moderate amount of gmding is anticipated in the development of this site. It is recommended that al! surface which is loose tho! wm support patio, sidewalk siabs, or asphalt concrete paving, and all surface which will receive fill or backfill, be scarified to a depth of 8 inches, dr;ed to near Optimum Moisture Content and re-compacted to a minimum of 90%. The soils ore very wet. Where fill or backfill is required, it should be placed in a maximum of 6-inch loose layers and each layer compacted at near Optimum Moisture Con tent to at feast 90% compaction. Clean on site soils may be utilized as fill material. Imported fifl soil should be predominantly granular, non-expansive ond capable of developing the bearing strength required for the project. All import soif must be approved by !his office prior to bringing to the site. All retaining walls and utility trenches bocl<fil/ed should be tested at o maximum of 2 feet in vertical height. Compaction Standard: A.S. T.M. 0-1557-02. Water-soluble sulphate content will be determined at the conclusion of the grading if requested by the client or required by the approving agencies. If required by the approv,ing agency, Expansion Index Test (CBC 2010/ASTM 0-4829-0.3) wil( be run ot the time of rough grading. Geo-Etka, Inc. should be retained to observe all grading operations and the required testing for impiementing the recommendations of this report. If a change in the consultants occur Geo-Etka, Inc., must be notified in writing and oll Habttity will shift to the client and his consultants of record. If conditions ore encountered during the design, approver by the governing agencies, and/or the construction period that appear to be contrary to the findings of this report, this o'ffice must be notified so that proper modifications may be made. 23rd STREET PUMP STATION 2141 INDIAN SPRINGS LANE, NEWPORT BEACH ~l'ESSto,i, II} ~~~ /;j ROBIN 8. HAMERS 0. -z SJ RCE NO. 31720 m o(. EXP. 12/31 /2016 fl} * " ti';, ,:g, "I;--;: C' I\/\\.. if : "'. or= cp..1..\'<-0 COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER ~,'r 01/06/2016 ROBIN B. HAMERS R.C.E. 31720 DATE COSTA MESA SANITARY DISTRICT PROJECT NO. 196-C INSTALLATION OF BACKUP POWER AND BACKUP PUMPING CAPABILITY SHEET 4 OF 5 CD -0 N '-. CD 0 '-. -0 NO. DATE - a I') REVISIONS DESCRIPTION 23rd. --.............._ ___ _ Undeground Service Alert i.[,-; CALL: TOLL FREE ,--J 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG STREET -~----(;"-·' ---~---EfY,-,- BENCHMARK NB<i-19-70 OESCRl8£0 BY QCS 2001 -FOUND 3 3\4" OCS AWMINUM BENCHMARK DISK STAMPED "'N86--19-70", S£T IN TiiE SOU11-1£AST CORNER OF A 4.5 FT. BY 8,5 fl. CONCRETE' CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE IN1ERSECTION Of IRVJMf A VENUE AND :23RD STREET, 43 TT. NORlHM:STERLY OF THE CENTERUNE OF IR'.4NE AVENUE ANO 35.8 FT. SOUTHWESTERt Y OF iHt CENiERUNE OF 23RD STREET. MONUMENT IS SET LEVEL WTH THE'. SIDEWALK ELEVATION 27.896 (NGV029) t"XtST. CURB' k GU'tttR I I I I ! I I / i .. .. . . ..... ~:·HCP M ORAIN (' L -- PUMP STATION_/ ABBREVIATIONS AB ASANO AC ASPH BC BCR CATV ca CCP CF CMSD co CONC CONT 't DIA DISTRICT DWG EC EL EXIST_ FG FH FM FO FS HPG HOR (HORIZ) HWY ~?PfESS~ 11) '1<'% /ii ROBIN 8. HAMERS 9. -z @ RCE NO. 31720 m ri-EXP_ 12/31/2016 S{J * * <l';, ~ "'.Jii C'/VI'--~,;,f o;: cw.~o AGGREGATE BASE !NY !NVERT ABANDONED IRR iRRIGATION ASPHALT CONCRETE LAT LATERAL ASPHALT PAVEMENT LF LINEAR FEET BEGIN CURVE MH MANHOLE BEGIN CURB RETURN MIN MINIMUM CABLE TELEVISION NAF NOT A PART CATCH BASIN NTS NOT TO SCALE CONCRETE CYLINDER PIPE PS PULL BOX CURB FACE It PROPERTY LINE COSTA MESA SANITARY D!STRICT pp POWER POLE CLEAN OUT (SEWER) PT POINT CONCRETE PVMT PAVEMENT CONTINUOUS R RADIUS CENTERLINE RCP REINFORCED CONCRETE PIPE DIAMETER REBAR REINFORCING STEEL DRAWING REQ'O REQUIRED DRAWING R/W RIGHT-OF-WAY END CURVE SCH SCHEDULE ELEVATION SD STORM DRAIN EXISTING SHT SHEET FINISHED GRADE STA STATION FIRE HYDRANT STO STANDARD FORCE MAIN TC TOP OF CURS TOPOGRAPHIC SURVEY FIBER OPTICS TS TRAFFIC SIGNAL FINISHED SURFACE TYP TYPICAL HIGH PRESSURE GAS VCP VITRIFIED CLAY PIPE 23rd STREET PUMP STATION HORIZONTAL VERT HIGHWAY VERTICAL WM WATER METER 2141 INDIAN SPRINGS LANE, NEWPORT BEACH COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT PROJECT NO. 196-C SHEET DIS I RICT ENGbNEER /i A- 01/06/2016 ROBIN B-HAMERS R_C.E. 31720 DATE INSTALLATION OF BACKUP POWER AND BACKUP PUMPING CAPABILITY 5 OF 5 u:, ~ 0 N '-u:, 0 '-~ 0 1, GENERAL CONSTRUCTION NOTES A. ALI. WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE PRINCIPU,S OF GCO(i CONSTRUCTION PRACTICE. B. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR TH" SAFETY (INCLUDING FIRE SAFETY) OF THE NEW, AS WEL.L AS EXISTING, STRUCTURES. TdE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRf,CING, ANO GUYS IN ACCORDANC~ WITH ALL NATIONAL. STATE, ANO LOCAL SAFETY ORDINANCES. ANY DEVIATION FROM SUC;I ORDINANCES MUST BE APPROVED PRIOR TO ERECTION. THAT RESPONSIBIL1TY SHALL APPi.Y CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS C. THE CONTRACTOR SHALL CHECK ALL INFORMATION ON THE PLANS (INCLUD!NG DIMENSIONS) PRIOR TO COMMENCING THE WORK ALL DISCREPf,NCIES SHALL BE CALLED TD THE ATTENTION OF THE ENGINEER, AND SHALL BE RESOLVED BEFORE PROCEEDING W:Tl-i THIE WORK. D. ALL CONSTRUCTION WORK (INCLUDING, BUT NOT LIMITED TO, MEANS, METHODS, SEQUENCE$, TECHNIQUES, PROCEDURES, ETC.) IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR THE RECOMMENDATIONS (IF ANY) ON THESE PLANS REGARDING THE MEANS, METHODS, SEQUENCES, TECHNIQUES, PROCEDURES, ETC. OF CONSTRUCTION SHAU. BE CONSIDERED AS MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL NOT DEVIATE FROM THESE RECOMMENDATIONS UNLESS SUCH DEVIATION IS TOWARD MORE STRINGENT REQUIREMENTS. E, THE CONTRACTOR SHALL BE RESPONSIBLE COR THE RESTORATION OF WORKING CONDITION OF ALL EXISTING COMPONENTS AND STRUCTURES AFFECTED BY THIS CONSTRUCTION. THE CONTRACTOR SHALL CONSTANTLY KEEP THE AREA OF CONSTRUCT!ON FROM ACCUMULATION OF WASTE MATERIALS ANO DEBRIS. AT THE END OF WORK, THE CONTP.ACTOR SHALL REMOVE AlL WAS TE, SURPLUS MATER1AL, TOOLS, AND EQUIPMENT. F. THE CONTRACfOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONJUNCTION WITH THIS PROJECT EXCEPT FOF~ LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. ANY LIABILITY B\' SGE fa.S RELATED TO THIS PROJECT IS LIMITED TO THE ENGINEERING FEES RECEVED FOR THE SERVICES RENDERED 2. DESIGN CONSIDERATIONS A. THESE STRUCTURAL PLANS AND CALCULATIONS WERE DEVELOPED BY SGE RESTRICTIVELY IN REGARD TO THE INSTALLATION OF A PUMPING STATION BUILDING AT COSTA MESA SANITP,RY DISTRICT23RD PUMPING STATION. B. THIS DESIGN DOES NOT CONSIDER THE STRUCTURAL ADEQUACY OF THE EQU>PMENT (LEO$. BASEPLATE$, AND CONNECTIONS BETWEEN THESE MEMBERS BY OTHERS) FOR !HE PURPOSES OF THIS DESIGN, ALL NEW EQUIPMENT WAS ASSUMED TO BE STRUCTURALLY ADEQUATE • C. ALL MATERIALS, STRUCTURES, AND WORKMANSHIP SHALL CONFORM TO THESE PLAl<t CALCULATIONS, AS WELL AS TO THE ESTABLISHED GU!DELINES SEi FORTH BY 2013 CBC, AISC MANUAL OF STEEL CONSTRUCTION (13TH EDITION), ACI 318-08, ANO OfHER APPLICABL[ REGULATORY DOCUMENTS. IN CASE OF ANY CONFUCTS IN SPECIF'CATIONS THE ONE(Sj or THE APPLICABLE CODE SHALL GOVERN. • D. THESE PLANS AND CALCULATIONS ARE BASED UPON THE ASSIGNMENT FROM, AS WELL AS ON THE INFORMATION ABOUT, THE NEW EQUIPMENT AS PROVIDED BY COSTA MESA SANITARY DISTRICT (MR. ROB HAMERS, TEL. (949) 631•1731). E, THIS DESIGN SHALL BE USED EXCLUSIVELY BY COSTA MESA SANITARY DISTRICT, .AS WELL AS THEIR CONTRACTOR(S) ANY OTHER USE (INCLUDING, BUT NOT LIMITED TO, REVIEW, DISSEMINATION, OR COPYING) OF THESE DESIGN MATERIALS AND ANY PORT!ON THEREOF, Af.; WELL AS AN USE OF THOSE MATERIALS BY ANY PARTY OR PARTIES OTHER THAN THE ONl'S SPECIFIED ABOVE, ARE STRICTLY PROHIBITED UNLESS UNDER A WRITTEN PERMtSS10N BY SGE. F. DO NOT SCALE THE PLANS. G. THESE PLANS SUPERSEDE ANY OTHER PLANS PREVIOUSLY ISSUED BY SGE FOR THE SUBJEC1 JOB. H, THE MEASUREMENTS SHOWN ON THE PLANS ARE BASED UPON THE CATALOGUED (IDEAL/ DIMENSIONS OF THE EQUIPMENT THE CONTRACTOR SHJ\LL VERIFY THE DIMENSIONS AGAl,"/ST THOSE OF THE TEMPLATE AND/OR OF THE ACTUAL EQUIPMENT PRIOR TO ANY CONSTRUCTION ACTIV/TIES. 3. LOADS THESE STRUCTURAL PLANS AND CALCULATIONS WERE BASED UPON THE FOLLO'vVING MINIMAL LOADS COMPLIANT WITH CHAPTER 16 OF THE 2013 CBC AND ASCE 7.10 (REFER TO SEISMIC PARAMETER SCHEDULE). A. WIND DESIGN DA f A BASIC WIND SPEED (3-SECOND GUST), MPH WIND RISK CATEGORY WIND EXPOSURE B. EARTHQUAKE DESIGN DATA SITE LONGITUDE SITE LATITUDE SITE CLASS SPECTRAL RESPONSE COEFFICIENTS ss S1 sos SD1 SEISMIC DESIGN CATEGORY RISK CATEGORY ANALYSIS PROCEDURE USED 4. SOILS 110 !I C ·117.89354 33.64617 D 1.643 0.600 1 065 0.600 D 2 EQUIVALENT LATERAL FORCE &A. THE DESIGN WAS BASED UPON THE GFOTEcCHNICAL REPORT FOR THE SUBJECT SiTE BY GEO-ETKA, INC. JOB NO. F-11345··13 DATED JUNE 25, 2013, TEL. 714-771,6911 ). r--~ ,.,-.,,,-.,,..------ INCLUDING LETTER DATED SEPTEMBER 8, 2015 ~ NOTE1 AN AGREEMENT IS IN PLACE WITH THE OWNER OF THE ADJACENT PROPERTY ALLOWING O::JEN EXCAVATION. SEE CIVIL DRAWINGS FOR MORE INFORMArlON. --../~A....,,,.~A.._,,..._,,___.,A.....,...._.A_,,...._,,.,___,,,._A...,,,,~"-..,,..._,,~ S. THE GEOTECHNICAL REPORTS SHALL BE USED AS A PRIMARY SOURCE OF r,LL GEOTECHN!CAL INFORMATION AND SPECIFICATIONS. C. THE BEARING CAPACITY OF SO!L UNDER THE NEW PADS WAS ASSUMED AT 1500 PSF WITH 1-1/3 INCREASE FOR SEISMIC LOADING. D. CONTRACTOR SHALL IMMEDIATELY INFORM THE GEOTECHNICAL ENGINEER AND SGE IF SOILS OF APPARENTLY LOWER CAPACITY, AGGRESSIVE SDILS, OR GROUND WATER WERE ENCOUNTERED DURING THE CONSTRUCTION NO WORK SHALL BE CONDUCTED ON THE PADS AT SUCH CONDITIONS WITHOUT A WRITTEN AUTHORIZATION BY SGE. E, AS A MINIMUM, THE SOIL IMPROVEMENTS SHALL INCLUDE THE FOLLOWING. THE NEW PAD SHALL BE UNDERLAIN BY A 6" MIN. LAYER OF STRUCTURAL FILL CONSISTING OF CLEAN CRUSHED STONE, GRAVEL, OR CLASS II BASE COMPACTED TO A FIRM AND UNYIELDING CONSISTENCY WITH A MINIMUM OF 4 PASSES OF A VIBRATORY PLATE COMPACTOR OR DRUM ROLLER WITH A MINIMUM STATIC WEIGHT OF 500 PCUNDS. A MINIMUM OF B~INCH DEEP LAYER OF SOIL UNDERLYING THE STRUCTURAL FILL SHALL BE SCARIFIED AND RECOMPACTED TO MINIMUM 90% RELATIVE COMPACTION PER ASTM 01557. F, ALL SOIL IMPROVEMENT WORK (INCLUDING. BUT NOT LIMITED TO, ON SOIL COMPACTION) IS SUBJECT TO SPECIAL INSPECTION !N COMPLIANCE WITH IBClCBC SECTIONS 1705.6 AND 18045. G. THE CONTRACTOR SHALL LOCATE, REMOVE OR PROTECT ALL UNDERGROUND PIPING, CONDUITS, VAULTS, ETC. AS REQUIRED BY THE APPLICABLE CODE AND JURISDICTION H. UNLESS SPECIFICALLY NOTED OTHERWISE, THE NEW PADS SHALL NOT BE PLACED AT THE FOLLOWING LOCATIONS: a. OVER ANY EXISTING STRUCTURE, AND/OR CAST AGAINST SUCH STRUCTURES; b. CLOSER THAN 6" (CLEAR) TO, ANY EXISTING FOOTINGS: c. CLOSER THAN 24" TO ANY EXISTING WALL; d. AT/ABOVE EXISTING RETAINING WALLS UNLESS FURTHER AWAY (CLEAR) THAN THE DEPTH OF THE WALL. ANY OF THE ABOVE CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTiON OF SGE PRIOR TO THE BEGINNING OF CONSTRUCTION OR UPON DISCOVERY. NO WORK SHALL BE CONDUCTED DN THE NEW PADS AT SUCH LOCATIONS WITHOUT A WRITTEN AUTHORIZATION BY SGE. I. ALL EARTHWORK SHALL BE CONDUCTED UNDER THE GUIDANCE OF THE OEOTECHNICAL ENGINEER,OF-RECORD. J. THE GEOTECHNICAL ENGINEER·OF·RECORD SHALL REVIEW THESE PLANS, AS WELL AS THE EXCAVATION AND IMPROVEMENT OF SOIL THE PLACEMENT OF REBARS AND CONCRETE SHALL NOT COMMENCE WITHOUT A WRITTEN AUTHORIZATION (MEMO) FROM THE GEOTECHNICAL ENGINEER-OF·RECORD. THAT MEMO SHALL STATE THAT lHE ACTUAL STATUS OF SDIL CORRESPONDS TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND TO THE STRUCTURAL DESIGN ASSUMPTIONS LISTED ABOVE. 5. CONCRETE A. ALL NEW REINFORCED CONCRETE SHALL BE OF NORMAL WEIGHT (145 PCF): a. MINIMUM COMPRESSIVE STRENGTH OF IN 28 DAYS 3,000 PSI AS7M C3Y: b. PORTLAND CEMENT TYPE IIA ASTM C150; c. MAXIMUM AGGREGATE S!ZE1-'// ASTM C33· d. MAXIMUM WATER.CEMENT RATIO 0.45 ' e. AIR ENTRAINED AS71v1 C260. MAX COARSE AGGREG.ATE SIZE AIR CONTENT 3/8" 7.5% ½" 7.0% ¾'' 6.0% )' 6.0% 1-%'' 5.5% B, CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF SEVEN (7) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISF1\CTORY PERFORMANCE CAN BE ASSURED. C. THE SURFACE OF ALL NEW CONCRETE SHALL BE FLAT (1/8" MAX. UNFLA:N!::.SS UNOE:K 10-FT STRAIGHTEDGE}, AND SHALL HAVE ROUGH BROOM FINISH. FORM 314H CHAMFERS AT ALL EXPOSED EDGES OF CONCRETE. UNLESS NOTED OTHERWISE, THE SURFACE OF CONCRETE SHALL SL.OPE AT 0.75% MAX. FOR DRAINAGE. D. CONCHETE SURFACE TO ASSURE FULL AND UNIFORM CONTACT WITH EOUIPMENT 3ASEPL.A.TES. JF NECESSARY, USE EPOXY GROUTING UNDER BASEPLATES (SIKAGROUT 2·12 OR APPROVED EQUAL..). E. UNLESS SPECIFICALLY AUTHORIZED BY SGE, :NSTALLATION OF EOUIPf..,JE~T MAY BEG:N NOT EARLIER THAN 7 DAYS AFTER POURING OF CONCRETE. F. SPECIAL INSPECTION OF CONCRETE (2{)13 CBC CHAPTER 17) JS NOT REQU:RED tOES:GNED AS 2500 PSI CONCRETE I ' 6. REINFORCING STEEL A. UNLESS N07 ED OTHERWISE, ALL REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION A61 s GRADE 60. ALL RESARS CONNECTED BY, OR SUBJECTED TO, WELDING SHALL BE OF ASTM SPECIFICATION A706 B, ALL REINFORCING STEEL SHALL BE SPLICED WITH Cl.ASS B SPLICES. SPLICE LENGTHS SHALL BE AS FOLLOWS· ........-----· MINIMUM SPLICE LENGTH NWC f'c=2,500 PSI TOP REBAR BOTTOM REBAR PAD THICKNESS >12" <12" ANY #4 25" 19" 19" w N #5 32" 25" 25" ii5 116 38" Jl'. 29" 29" al #7 54" 42" 42" w #8 Jl'. 62" 48" 48" #9 I 76" 58" 58~ c. Rf.BARS SHALL B£ HELO lN THE REQUIRED p Sl•IC>No, ANS OF APPROVED DEVICES. 0. REBAR SPACING SHOWN 18 MAXIMUM DISTANCE BETWEEN REBAR CENTER LINES. E. RE.BARS SHALL BE CLEAN OF DIRT, OIL, SCALE, AND FOREIGN MATERIALS. 7. STRUCTURAL STEEL A. STRUCTURAL STEEL SHALL BE DETAILED. FABRICATED AND ERECTED II\: J>.CCOROArsiCE. W!~·H !HE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND f:HECTiON OF STRUCTURAL STEE:_ BUILDINGS (13TH EDITION), AND THE ASTM SPEC!F!CATiON A36 AND A500 GRADE B. B. WELD STRUCTURAL STEEL IN COMPLIANCE WITH MiSI/AWS D1 LA EST EDITION. WELDERS SHALL BE CERTIFIED AS REQUIRED BY THE GOVERNING CODE AUTHOR1TY. WELDING SdAL..L BE DONE BY THE ELECTRIC ARC PROCESS USING APPROVED COATED RODS (E•7DXX OR BETTER\. WELDING MAY BE PERFORMED USING THE SUBMERGED ARC PROCESS WITH AuTOMATIC WELDING (SAW-1). PERFORM SHOP WELDING BY AN APPROVED FABRICATOR C. UNLESS A LARGER SIZE FILLET WELD lS INDICATED, PROVIDE MINIMUM SIZE OF V✓ELD PER A1SC MANUAL TABLE J2.4. WELD LENGTHS INO!CATED ARE THE NET EFFECTIVE. LENGTH R.EQU!RED. D. FIELD CUTTING OR BURNING OF STRUCTURAL STEEL IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. E'. REMO\/E ALL BURRS AND SMOOTHEN ALL CORNS.~$ TO !/8" CHAMFER MINIMUM. F. ALL NEW BOLTS SHALL BE ASTM A307, GALVANIZED, W'!TH MATCHING NUTS_ UNLESS NOTED OTHERWISE, ALL BOLTED CONNECTIONS SHALL BE TIGHTENED SNUG G,.AtUNEWs'rEEL SHALL BE SANDBLASTED, THOROUGHLY CLEANED, AND PAINTED. H. PRIME THE CLEANED STEEL WITH RUST·INHIBITIVE PRIMER (POXY-GARD-33 BY PRATT & LAMBERT OR APPROVED EQUAL). PAINT THE PRIMED STEEL WITH A HIGH-RESISTANCE EPOXY PAINT (PALGARD BY PRATT & LAMBERT OR APPROVED EQUAL). FOLLOW THE MANUFACTURER'S RECOMMENDATIONS 8. REINFORCED CONCRETE MASONRY A, USE CONCRETE BLOCKS OF MEDIUM WEIGHT DENSITY CLASSIFICATION COMPLYING Wl,H ASTM C90 WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH OF 1900 PSI (1500 PSI MINIMUM r-oH iND!I/IDUAL UNITS). ALL UNITS SHALL BE SPLIT,FACE. B. ALL UNITS· EXCEPT THE END/EDGE UNITS· ARE SUGGESTED TO BE OPEN END. BOND BEAM UNITS SHALL Bfc USED AT THE LOCATION OF THE HORIZONTAL REINFORCING, C. MORTAR SHALL COMPLY WITH ASTM C270, TYPES ATTAINING A 1vHNIMUM COf\/1PRESSIIJE STRENGTH OF 1800 PSI IN 28 DAYS, D. GROUT SHALL COMPLY WITH ASTM C476 ATTAINING A MINIMUM COMPRESSl'✓E STRENGTH IN 28 DAYS OF 2000 PSI. ADMIXTURE SHALL BE SIKA GROUT AID. E. AGGREGATES FOR MORTAR AND GROUT SHALL BE OF NATURAL SAND AND ROCK COMPLYING WITH ASTM C144 AND C4Q4_ F, UNLESS NOTED OTHERWISE, LAP REINFORCING STEEL AT SPLICES A MINIMUM OF 40 BAR DIAMETERS (25"MINIMUM). STAGGER SPLICES OF HORIZONTAL WALL REINFORCING. G, SET CELLS IN VERTICAL ALIGNMENT. SOLID GROUT ALL CELLS, H, GROl)T THICKNESS BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL NOT BE LESS THAN ½". AND BETWEEN PARALLEL REINFORCING STEEL NOT LESS THA.N EITHER 1" OR THE NOMINAL BAR DIAMETER. I. MECHANICALLY VIBRATE GROUT IN CELLS. J. IF WORK IS STOPPED ONE HOUR OR LONGER, PROVJDE HORIZONTA.c.. CONS1HUCTION JOINTS BY STOPPING GROUT 1 ½" BELOW TOP OF BLOCK. K, THECMU INSTALLATION REQUIB,E,3l SPECIAL INSPECTION PER CBC CHAPTER 17. 9. ABBREVIATIONS B.W. CL CLR. CONT. DIA. EA. (E) EMB. HORIZ. LAR LIN LONGIT. LOX MAX MIN. (N) N.I.C. N.T.S. N.WD. o.c. PL PSF PSI REINF. RPT. STD. T&B T.O.C T.O.S. TRANSV TYP. U.N.O. VERT. BOTH WAYS CENTERLINE CLEAR CONTINUOUS DIAMETER EACH EXISTING MEMBER EMBEDMENT HORIZONTAL UQUIOARGON LIQUID NITROGEN LONGITUDINAL LIQUID OXYGEN MAXIMUM MINIMUM NEW MEMBER NOT IN TH!S CO,\!TRACT NOTTO SCALE NORMAL WEIGHT CONCRETE CENTER~TO-CENTER PLATE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH REINFORCEMENT REPORT STANDARD TOP AND BOTTOM TOP OF CONCRETE TOP OF STEEL TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL '° SOUTH CMUWALL ---- ,f----------------+--'6'---------------+------.1 l GRADE !>.LONG NORTd WALL q[r[R T-'.) C!VII ROLL-UP DOOR 10'(W) XTU~) SERIES 650 BY JANUS CORP OR SIMILAR WEIGH 250 LBS CONNECT TO JAMBS PER MANUFACTURER'S SPECS _L4X4X¼~ LEDGER FULL LENGTH BACK WALL ONLY r-------- 1 I I I I -, '\g) ('t) LOCATIONS /1--GR,\ :"ING PLANKS 12'" \NIDE,: ½" DEEP, 6' LONG FERF-0-SlR!P P61512, DR APPROVED EQUAL G."\f.'S 1" iliV\1' r BACK."/i/EST CMU WALL NORTH & SOUTH CMU WALLS .f-,'-+-i!1~ 1' SKIRT I TYP UNO PAD 16'-0"X8'-0"X15" THK 3000 PS! NWC, 'REINFORCED I I I I (i\ ,-----+----1 ~v ~--GHAOE ALONG SOUTH WALL REFFR TO G!V!L -- I I t, I I I {N) EQUIP 7 ---1 82 ------------------------... ,... _________ _ ______ _.,.._. __ _ 1 ENCLOSURE PLAN, SCALE: 1" = 2'-0" LOWER HEADER HSS3X3X,i{' ROI L-U~ "DOOR 12'-4"(W) X?'(Hj l COLOR: l..~EEN ,,,,---...._ SERIES ~;U BY JANUS COKE: @1 OR S1tl'_lll._Af~. WEtGI I 250.LGsSIM ---··- CONNE-.<:: r TO JAMBS PER $2 MANUFAQ.tlJRER'S SPECS -------------16' ---~------ UG~H G/\GI:. CANOPY PA!NTTO MATCH CMU 3' , JAMB 3" CMU INAl '.., SPl. lT-fACfO INSIDE AND OUT FULLY GROUTED TYP __ r.6' Ji;} l 3 1-----+-..:...--loPP S2 HcADER (2) LOCATIONS HSS3X3X;-:i" -+l2X3)(;/.6" . ·-.... ~ = .. ____ l )'----3' ---- BASKFILI. PER GEOTECH REPORT AND SECTlON ~SOILS" Qi" CONS"! RUTION NOT2S 1_ --1 ').-.c...;t--t:a=::::...,-----~-------------------------=··_::::_=~.J-,,...,. ..-_. I ----\-- •••• ~ GRADE ALONG --~-/ -----. / j,------------=--~~--· ~------...,L. ...... , " 0---------/ / __ ,,,,, ____ ,,,.. -' ~ 7 / I I I I I I I I I I I I ,r--,-~-_..c..:...-~_=f---,,,...L ··-,: .. ~::-,-----'----¥ ROLL-UP DOOR 12'-4"('N~ '''"'"\ : GRADE ALONC.tf:AST .WALL REFER Tb CIVIL COLOR:. GR€EN "--- SERIFS 650 BY JANUS CORP OR SIMILAR WEIGH 250 LBS CONNECT TO JAh1BS PER MANUFACTURER'S SPECS -• ----~--\_-PAD 16'·C~ 8-0':----7 3000 PS: NWC, I f;KIRT ,';IYP u·No ~.000 PSJ NWG, 'fl.€JNFO'f~CEO Fd'Rl.f3iTE:?LA.N_:l:qoMPa~Hns OTHER THAN'JH.~:.ENC,~OS_URE~_D AN~l'EXACT EQ!JWMf;;l;-IT LA,YOUT REFER TO PL,ANSBY OTHERS; REFEffn::>:'GEO:fE_CHN_CI~ HEPOf;ff f(;,)R ALL ISS\J~ RE_GARDINGSUSBASE AND BACKF:ltL;:Af.,i} EARTHWORK F0R-AJJ;Dff:IONAL INF:ORif.~noN; REFEJ{,TO:CONSlRUCTION NOTES, PARTJCOiARtY;Td:SECT:tONS: "SOILS':, ~ KEY, 3000 P.SI NWC. REINFORCED BACK (WESl) WAf.l ONLY ENCLOSURE ELEVATION, SCALE: 1" = 2•:o". 'REINFORC~O I UNOFRl.YING SOil PFR GEOTECH REPORT AND SECTION "SO!LS" OF CONSTRUT!ON NOTES I I I I _1 '"CQN,~_ff:f;!E· ",CONCRETE MASONRY'' "REINF08C~ENT" "lJR0.P~rN:A!\J'.GHOR$" "STEEL',' />. SEP 18 L_D 201:i RESPONC• ro PLAN CHECK COMMENJS □ACK1WEST WALL REFER TO Cl\lil NORTH CMU 'NALL SG so S. GORDIN STRUCTURAL DESIGN BY 0 -& ENGINEERING SERVICES {SGE) RBI DATE DESCRIPTION j-...L _ _._ ________ __cd:/'.Pe'.<' PO BOX53092, IRVINE, CA 92619 REVISIONS TEL949.552.5244 I FAX949.552.5243 (N} EQUIP --~----7 -1 5/8".t ~ PAD 15'-4'X/'-6' 3000 PS: N\NC. REINFORCED ~SKIRT,TYPUNO /' 300G PSI NWC, 'HENFORGCO KEY, 3000 PS! NWC REINrORCED , BACK (WEST) WP.LL ONLY z ~ lo _j_ UNO ERL YING SOIL PER G[OTECH REPORT AND SFCTION "SOIi S" OF CONSTRUTION NOTES L 1 ci~~~~~:::r ( ~---• • ' 8-----------+..-----4' -----,!' ~~~~~~~~~~-~~~~~ PREPARED FOR LOCATION (,,--_~.~..,.,...~ ~ 2141 Indian Spring Lane ewport Beach, California THESE Pl.ANS WERE OE'aOF'ED RESTRICTIVE:LY ~·.__A__,,.._.,,.__,,,_,, April 21, 2015 rOR USE CH mt sraucruR£S AM) 8Y PfRSONS/ r;;-:::;;;::;:;-;:;:;--;::;--~~-~==--:==~~:~-=----,-::==-=-------_j COMF'AN'r AS SPECIFIED ;N THE 1ln.E 8LOCK j ~ g:~~~0~NC~u~*!~~1;.>N06F~~~ DESIGNED BY VSG SGE JOB No. 514.022.170 TOTAL STRUCT. SHTS. --2 PLANS A.NC AW PORTION THEREOF', AS WELL AS AHi OS'c OF THE PLANS SY M-ft PARTY OR PAl'mES 01HE"R THAN THE Or.lES SPECIF"IE"D IN THE Tl"""LE 61..0CK. ARE S'fRICTl.Y PROHIBrJE{) UNU::SS ~ A WRfiTF:N PF"FU.ltSSlON BY SGE. CHECKED BY VSG SCALE AS SHOWN DAI E April 20, 2015 SHEET S-1 2:1 MAX SLOPE BACKFILL PER GJl/!LAND GEOTECH Rf PORT EXCEPT MBS VERT REBARS, EDGE,OUTSIDF #6@16~ TYP EXCEPT JAMBS AT JAMBS (2-#5! _j BACKFILL PER CIVIL AND GE:OTECH REYORT FXGEPT JAMBS KEY. com UNDER WALL --~ TYP PERIMEll::K ;½"X3½" , ---2114" 1 112~ FORM½" CROWN CAP TYP CONT PER!M REBAR SPLICES MASONRY. TYP #5.:.. 30" #6 = 36" HORI.Z REBARS, EDGE INSIDE & OUTSIDE ff5@2<1" TYP (5) LAYERS MIN VERT REBARS, EDGE, INSIDE WITH STD 90" HOOKS AT 8TTM ll-5@?.4~TYP 8'' CMlJ WALL SPUT-FAC:ED INSIDE ANO OUT NORMAL \NEIGHT CONCRETE BLOCKS frir1500 PS! FULLY GR.OUTED lYP ;2." CLR TOC ONLY PAD RE!NFORCFMENT #5@18"T&BBW WITH STD 90~ HOOKS l I ooz I 1:8 MAX SLOPE • ~ ~ REBAR ;: ------~ ---------+-J-+.-,Oo...f----'>-""--f--"--4---+-"-c-''-7'-----',<--"-I "' !~ ~BARS, (2)-#5 1 ENCLOSURE WALL OR JAMB SECTION, SCALE: 1" = 1 '-0" (2) TYP HILT! KB c\ PER ICC ESR,,e,:,13,;8:::5+---' 0½"X3 ½" (2) PER CUP IYP 1' NORTH WALL L4X4X¼" /JAMB as· JAMB TYP , ',½',,/AV "l x«:<v/.:0:., 12'---- GRATING PLANKS 12" '✓l'IDE, 5' LONG PERF-0-STRIP P61513 OR APPROVE::O EQUAL GAPS~" MAX HEADER & GRATING CONNECTIONS ELEVATION, SCALE 1 ½"=1'-0" j 3" CLR TfP UNO FOUND1\ f1QN PAD WITH KEY AND SKlRT 3000 PS! NWC UNDERLYING SOIL PER GEOTECH REPORT #5@ 18" WISTD. HOO!\ GRATING PLANK F-ASIENE.RS: (?) PER PLANK END ~,f' BOLTS, NUTS, CONICAL \NASHERS INSTALL WITH J-CUPS OR THROUGH FIELD·ORJLLED HOLES HEADER / HS83X3X¼"• L3X3X% .. L4X4X¼" 12) 05/4~ HO! ES 12-i 0';f'X3 ½"'KB3ANCHORS HSS3X3X¼" 2:1 MAX SLOPE BACKFILL PER CIVIL AND GEOTECH RE::PORT VERT RFBARS, EDGE.OUTSIDE: #6@16" TYP EXCEPT JAMBS AT JAMBS (2-#5) BACKFILL PER CIVIL ANO G!.::OlCCH REPORT EXCEPT JAMBS K[Y. CONT UNDER WALL TYP PERIMETER --~ 1 )/_;"X3½" 3" 2: 1'4" 1/2" FORM½" CROWN CAP TYP CONT PERIM REBAR SPLICES MASONRY, TYP #6"'" 30" #6"' 36" HORIZ. RE.BARS, EDGE INSIDE & OUTSIDE #5@24"TYP (5) LAYERS MIN VERT REBARS, EDGE. INSlOE W!TH sm 90° HOOKS AT BTTM #5@24"TYP 8'' CMU WALL SPUT-FACED lNSIDE ANO OUT NORMAL WEIGHT CONCRETE BLOCKS fm"'15COPSI ?LJLLY GROUTED TYP roe, SLOPE½% TOWARD THE DOOR 2"CLR roe ONLY --Ef---, PAD REINFOR.C!::MENT ~--#5@18" T&B BW WITH STD 90'" HOOKS l l 1.__p'::t---t-----,L---,-1 • 1:8MAXSLOPE ___ ___. REBAR HORlZ RE8ARS, EDGE, KEY. BOTH FACES: #5@18' VERTICAL REBARS, EDGE. KEY OUTSIDE· #6@16" ~ ENCLOSURE BACK WALL I~ SECTION, SCALE: 1" = 1'-0" DOOR BARRE;[. ASSEMBLY ATTACH TO CMU PER MANUF. SPECS L3X3X¼" Li'tX4X¼" HEADER & GRATING CONNECTIONS SECTION, SCALE 1 ½""1'-0" ,__,,,_-,. CLR.::TYPUNO 3~ CIR. TYP UNO , L3" CLRTYPUNO FOUNDATION PAD WITH KEY AND SK1RT 3000 PSI NWC UNDERLYING SOIL PER GEOTECH REPORT VERT REBARS, EDGE, KEY INSIDE: #5@12" WITH STD go~ HOOKS l\ r rep FULL LENGTH STAGGuo~ HSS3X3X¼·' 20-0AS1Ef:.L CANOPY ATTACH Wl1H SELF-DRILLING FASTEN_ERS@12~ OC TO GRA.TlNG PLANKS ANO LOWER HG.ADER PAINT TO MATCH MASONRY LO',\ll;R HEADER HSS3X3X¼" B½" 20¼" ifl~ -" ~En >" ..:AMB RE:BAR:S, EDGE. DOTH f'ACES: #5@;?4" J I , _J z :j "' ,, N ~, "' (N) RETA!N!NG ~N_CLOSURE \NALL WATERPROOFING EXTEND ·1" MIN. A:30'✓E RETA1NE.D SOiL UR SWALE 12" "'- 3' THK. CONTINUOUS GUNITE SWALE SLOPE Wo MIN_ TO DRAINAGE DEVICE BY OTHERS -,._z,_ __ i?'.r=~~~1.,, I SAND BACKFILL SE"30 REFER TO GEOTECH REPORT 1 CUBIC FT /FT. MIN 3/4" OPEN GRADED CRUSHED GRAVEL WRAPPED IN fiL TER FABRIC {140-N BY MIRNi OR APPROVED EQUAL) NATIVE SOlL OR NATIVF SOiL BACKFILL COMP ACTllMPROVE ?ER GE:OTEGHNICAL REPORT (TO AT LEAST 90% f.1AX DENSITY) ('l'\ CMU JAMB C()R~ER REINF_ ~ PLAN, SCALE: 1'' = 1'-0" ,;<----3' ___ _,, }------2"-E;," MIN ft5fy?4" :::.6''X35" TYP CMU CORNER MOTES 1. FOR AQDIT!ONAL INr:GRMATION !N RFGAR[) TO SOil pqf PAR.l\TION DRAINAGE. ANO Ll\.1PROIJEMENT REFER TO THE GEC)TECHNICAL REPORT. "------4" DIA. PERFORATED P!PE (PVC SDR35 OR EQUAL), WITH PERFORA.TIONS POINTED DOWN, JOINTS GLUED wnH APPROPRIATE AL>Hf.-S!VE. SLOPE 1% MIN. TO DAYLIGHT OR DRAIN PER CIVJi 2. WAll':RPROOFING TH[ SURr ACES TO BE WATERPROOfTD SHALL BE CLEAN, DRY, AND SMOOTH. PRIME WALLS WITH CREOZOTE PR!MER (ONE GALLON PER SQUARE FOOT). COVER ALL CRACKS. JO!NTS, AND WALL CORNERS SHALL B[ WITH GLASS rABRIC. APPLY (HOT MOP:1 A UNIFORM LAYER OF COAL TAR BITUMEN (TWO LAYERS OF 25 POUNDS PER SQUARE FOOT, TO 50 POUNDS PER OQUARS. i-:om 'TO JAL;,. ~4 CMU CORNER REINFORCEMENT 10 PLAN, SCALE: 1" = 1'-0" ts')EARTHWORK & WATERPROOFING ~ TYP SECTION NTS & 1', ,ffi GRATING PLANKS 12" INID[, 1 ½" DEEP, 6' LONG PERF-0-STR!P P61513 OR APPRO'JEO FOUAI GAPS 1" MAX 1 1}2" HILTiK83 PER ICC ESR 1385 0½"X3 ;,f" --0--~ @?4"0CMAX BACK WALL ONLY GRATING PLANK FASTENERS: (2) PtH. PLANK E.ND 0¾" SOL TS, NUTS, CONICAL WASHERS INSTALL \NITH J-CLIPS OR THROUGH F!ELD-ORILLED HOLES ·1·-+;,---+-----6'-------,' I l'1X4X¼" 0¾'' HOLES @24' OC MAX BACK WALL ONLY CMUWALL PER PLANS (8\LEDGER & GRATING CONNECTIONS ~ SECTION, SCALE 1 ½"=1'-0" HSS3X3X¼" 20 GA STEEL CANOPY ATTACH 1,\'IT:-1 SELF~DRILUNG FASTENERS @1z· OC TO GRATi~G PLANKS AND LOWER HEADER PA!N1 ~o MJI.TGH MASONRV 8 ½" 20 ,'I,." 1 1/2" -f--,,,,.._, 4¼., %" LOWER t l[AiJER HSS3X3X/4~ + 1112'' L3X3X¼" L4X4X¼" GRATING PLANKS 12" WIDE, 1 ½" DEEP. 6' LONG PERF~O..STRIP P61513 OR APPROVED EQUAL GAPS 1" MAX DOOR BARH.E:L ASSEMBLY ATTACH TO CMU Prn MANUr. SPECS '.._4X4X½." .------SOUTH WALL .r~9 \HEADER&GRATING CONNECTIONS I s-· ---------------~ SECTION, SCALE 1 ½'=1'-0'' October 1, 2015 PREPARED FOR Costa Mesa Sanitary District 628 West ISth Street Costa Mesa, California 92627 PROJECT Project# 196 CMSD 23rd Pumping Station LOCATION ill ,.,---,~,,-..~ (-21~1 Indian Spring Lane yewport Beach, California ~~~ S. GORDl!i STRUCTURAL DES!GN & 'EN.GI NEERING SERVICES (SGE) DESIGNED BY VSG SGE JOB No. 514.022.170 TOTAL STRUCT. SHTS. -2 f--'---'----------_J'2El"J1PO BOX 53092, IRVINE, CA 92619 RE.\! DATE i DCSCRIPTICN THE':Sf f'tA'iS WfF<f: OEV£LOPEO RESTRIC1NELY FOR USE •Oil! THI' STRI.JCllJRES ANO BY PERSONS/ COMPAN;-' ,J.5/ SPF.CIFlEO JN Tl-1E mLE BL.OCK. ANY on-1U: .'.JSE (INCLUDING. BUT NOl UMlfEO TO. OISSt...lP<A'.TION AID COPYING) OF '!HES£ PLANS Ai'ef .olff F'Of<J10/II fHER.:.OF AS WEU. AS AN'f U':r. '.1F THE Pl.ANS 8Y !I.Ny' PAR7f OR PAA'TIES ·9"1sFR 1HAN THE ONES SPE:CIFlE:D IN T'"<E TfTI.:c ;JllOCK, AR£ SIRICILY PROl-118JTED UNU:SS !Nrni:R-A WRnTEN PERMISSION IJY SGE. CHECKED BY VSG SCAl_E AS SHOWN DATE April 20, 2015 SHEET S-2 REVISIONS TEL 949.552.5244 I FAX 949 552 5243 ELEC. NOTES I. CONTRACTOR SHALL APPLY FOR ALL PERMITS AND INSPECTION REQUIRED BY LEGAL AUTHORITIES . 2. ALL WORKS AND MATERIALS SHALL BE IN FULL COMPLIANCE WITH THE LA TEST AND MOST STRINGENT APPLICABLE CODE OR REGULATION. 3. CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR ANY ADDrnONAL COSTS FOR MA TERI AL OR LABOR TO COMPLY WllH THESE CODES OR REGULATIONS. 4. CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR lHE CONDITION OF lHE PREMISES ON WHICH THE WORK IS PERFORMED AND FOR THE SAFETY OF ALL PERSONS ANO PROPERTY DURING PERFORMANCE OF IBE CONTRACT. 5. ALL EQUIPMENT AND MATERIALS SHALIL BE LISTED. LABELED AND INSTALLED PER RECOGNIZED ELECTRICAL TES"nNG LABORATORY. 6. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DA TE OF ACCEPTANCE BY OWNER. 7. DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALIL BE FOLLOWED AS Cl.OSEL Y AS ACTUAL CONSTRUCnON CONDITIONS 'MLL PERMIT. 8. NOTHING ON THE DESIGN DRAWINGS SHALL BE DEEMEO AS TO VIOLA TE lHE LA TEST AND MOST STRINGENT APPLICABLE CODES OR REGULATIONS. 9. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE PLANS SHALL BE BROUGHT TO THE A TTENllON Of THE ELECTRICAL DESIGNER FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. 10. ALL OPENINGS AROUND ELECTRICAL PENETRATIONS THRU FIRE RESISTANCE RATED WALILS, PARTITIONS, FLOORS OR CEILINGS SHALIL BE FIRE STOPPED USING APPROVED METHODS AS DETERMINED BY CODE OR REGULATION. 11. PROVIDE INOICATES ITEM TO BE FURNISHED, INSTALILED AND CONNECTED. 12. ALL GROUNDING Sl-1ALL BE IN FULL COMPLIANCE WIIB NATIONAL ELECTRICAL CODE. INCOMING SER\llCE SHALL BE PER UTILITY GROUNDING COMPANY REQUIREMENTS. 13. UNDERGROUND CONDUITS SHALIL BE SCHEDULE 40 PVC IMTH SCHEDULE 80 PVC BENDS AND STEEL RISERS. ALL UNDER- GROUND PVC CONDUITS SHALL CONTAIN A GROUND CONDUCTOR, AND SHALIL BE SIZED PER CODE REQUIREMENT. 14. ALL PANELS SHALL BE PANELBOARD WITH BOLT-ON TYPE CIRCUIT BREAKERS, UNLESS NOTED AS LOAD CENTERS, WHICH ARE PLUG- IN TYPE BREAKERS. 15. ALL FUSED DISCONNECTS SHALL BE FUSED PER NAI.IEPLA TE UNLESS NOTED. 16. CONTRACTOR SHALL SUBMIT CATALOG CUTS OF MAIN SWITCH BOARDS BEFORE PLACING ORDERS AND PURCHASE. 17. ALL CONDUCTORS SHALIL BE COPPER TYPE THW, THWN, XI-JHW, 600V INSULA llON UNLESS OTHERWISE NOTED. 18. ALL WIRING DEv1CES SHALL BE SPECIFICATION GRADE. 19. ALL CONDUIT SHALIL COMPLY WITH THE REQUIREMENTS OF UNDERWRITER'S LABORATORIES. CONDUIT SHALL BE RIGID GALVANIZED STEEL BELOW OR IN CONCRETE SLAB. OR IN WET LOCATION. CONDUIT SHALL BE SUPPORTED ACCORDING TO CODE. ALL EMPTY CONDUITS SHALL INCLUDE PULL WIRE. ALL CONDUITS AVOVE GROUND SHALL BE RIGID GALVANIZED STEEL 20. FLEXlBLE CONDUIT SHALL BE USED FOR FINAL CONNEC170N TO MOTORS AND OTHER "18RA11NG EQUIPMENT. EXPANSION COUPLINGS SHALi. BE USED AT BUILDING EXPANSION JOINTS. 21. NON METALLIC BUSHINGS OR INSULATED METALLIC BUSHINGS SHALi_ BE PROVIDED FOR ALL CONDUIT TERMINA llONS 22. CONTRACTOR SHALL COORDINATE AND VERIFY MECHANICAL EQUIPMENT CONTROL AND 'MRING REQUIREMENTS WITH MECHNICAL CONTRACTOR BEFORE CONSTRUCTION. 23. ALL LIGHTING FIXTURES AS SPECIFIED ARE OR APPROVED EQUAL CATALOG CUTS OF SUBSTITUTIONS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL BEFORE CONSTRUCTION. 24. PROVIDE ILLUMINATED EXIT SIGNS AS REQUIRED WITH SELF CONTAINED EMERGENCY BATTERY PACK AS ACCEPTED BY FIRE MARSHAL 25. ALL OUTSIDE BUILDING SECURITY AND PARKING LOT LIGHTING SHALIL BE CONffiOLLED BY TIMESWITCH, OR TIME SWITCH CONTROLLED CONTACTOR. TIME SWlTCH SHALL BE TORK #7000 SERIES OR EQUAL 24-HOUR, 7-DAY ASTROL DIAL, DAY OMITTING DEv1CE. 26. IT IS THE INTENTION OF THE PLANS AND SPECIFlCA TIONS TO COVER ALL THINGS REQUIRED TO MAKE A COMPLETE AND OPERATIVE SYSTEM. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS, EQUIPMENT, OR MISCELLANEOUS SER\llCE REQUIRED TO ACCOMPLISH THIS RESULT. 27. CONTRACTOR SHALL BID 11;E PROJECT AS INOICATED AND SPECIFIED ON THE DRAWINGS. WHEN SUBSTITUTING MATERIALS OR EQUIPMENT OTHER TI,AN AS SPECIFIED ON THE DRAIIIINGS CONTRACTOR SHALL SUBMIT CATALOG CUTS AND AMOUNT Of CREDIT FOR SUBSllTUllON TO BID, FOR APPROVAL 2B. CONTRACTOR SHALIL CONTACT SER\llNG UTILITY COMPANIES FOR APPROVED ENGINEERING DRA'MNGS BEFORE CONSTRUCTION. 29. ALL NOTES AND SCHEDUL£S LISTED ON DRAWINGS OF OTHER SECTIONS OF THIS PROJECT 11!111 REFERENCE TO ELECTRICAL CONTRACTOR OR ELECTRICIAN APPLY TO THIS SECTION OF CONTRACT. ;JO. ALL ELECTRICAL WORK NOTED ON AC AND PLUMBING DRA'MNGS TO BE DONE UNDER THIS SECTION. 31. SUBMIT 6 COPIES OF SHOP DRAWINGS FOR APPROVAL WITHIN 35 DAYS Of AWARD OF CONTRACT. CONTRACTOR SHALL VERIFY DIMENSIONS OF EQUIPMENT AND MAKE SURE THEY COMPLY 'MTH ALL APPLICABLE CODE REQUIREMENTS RELATING TO CLEA.R WORKING SPACE AROUND EQUIPMENT PRICE TO SUBMITTING SHOP DRAWINGS. 32. SUBMIT 6 COPIES OF MATERIAL UST FOR APPROVAL WITHIN 35 DAYS OF AWARD OF IBE CONTRACT. THE RIGHT IS RESERVED TO SUBMITTAL OF ANY SAMPLES OF FURNISHED MATERIAL IF DEEMED NECESSARY BY THE OIM>IER. 33. SUBSTITUTION OF ANY MATERIAL OR EQUIPMENT SHALL BE APPROVED BY ARCHITECT BEFORE INSTALLATION. 34. BEFORE FINAL ACCEPTANCE OF WORK CONTRACTOR IS TD INSURE ALIL EQUIPMENT, SYSTEMS /IRE INSTALLIED AND FUNCTIONING PROPERLY BY PERFORMING REQUIRED FIELD TESTS. 35. ALL EXTERIOR ENCLOSURE EXPOSED TO IBE AMBIENT WEATHER AND/OR PLACED OUTSIDE OF THE STRUCTURES WITHIN SEVEN MILES OF IBE OCEAN MUST BE PROTECTED WITH WEATHER RESISTANCE COATING WITH TWO COATS OF UL RECOGNIZED !AETAWC COATINGS (DTHW2)(DTOV2) WITH A-60 OR G-60 ORGANIC FINISH OF EPOXY OR ALKYD RESIN TYPE. THESE COATS ON THE SURF ACE MUST BE APPLIED PER UL LISTING STANDARDS. ALL AESTHETIC PAINTS REQUESTED BY OWNERS. ARCHITECTS AND DESIGNERS SHALL BE APPLIED OVER THE ABOVE MENTIONED COATS. SYMBOLS j l::atH f--0--I LJ s ' ;,o/ ,Hf<' ~t:~. ) j LEGEND ELECTRICAL LEGEND DESCRIPTION TYPICAL FLUORESCENT FIXTURE NIGHT LIGHT FIXTURE EXIT LIGHT MOUNTING AND DIRECTIONAL ARROWS f\S INDICATED ON PLANS. INCANDESCENT FIXTURE WALIL OR CEILING MOUNTED FLUORESCENT FIXTURE STRIP OR PENDANT INDUSTRiAL TYPE. DUALITE DL-2, MOUNTED AT 7'-6" LIGHllNG FIXTURE TYPE DESIGNATION. DUPLEX RECEPTACLE: 20A-125\l-2P, 2W GROUNDING TYPE, +15" A.F.F. U.O.N. DUPLEX RECEPTACLE: 20A-125V-2P, 2W GROUND FAULT INTERUPTION TIPE. +15" A.F.F. U.O.N. QUADPL£X RECEPTACLE: 20A-125V-2P, 2W GROUND FAULT INTERUPTION TYPE, +15" A.F.F. U.O.N. OUPLEX OR QUADPLEX RECEPTACLE: 20A-125V-2P, 2W + ISOLATED GROUNO TYPE, +15" A.F.F. U.O.N. TELEPHONE OUTLET, MODEM, COMPUTER DATA, +15" A.F.F. U.O.N. TOGGI E SWITCH, 20A 125V, FLUSH MOUNT AT +'1-6" OR AS NOTED, SURSCRIPI AT SYMBOL INDICATES IHE..fQLLOWlNG: 2 -DOUBLE POLE 3 -IBREE WAY K -KEY I -MANUAL TIME S'MTCH P -PILOT LIGHT 4 -FOUR WAY a, b, c, d, FIXTURES CONTROLLED & QUANllT'f OF SWITCHES. DISCONNECT S'MTCH WITH FUSED AS NOTED DISCONNECT SWITCH, NON-FUSED MOTOR OUTLET MO: MAIN DISTRIBUTION PANEL LIGHllNG OR APPLIANCE PANEL L YWOOD BACKBOARD FOR .tAIN TELEPHONE TERMINI>. TION CONDUIT RUN CONCEALED BELOW FLOOR OR GRADE WITH 1/2" CONDUIT-2#12 UNLESS OTHERWISE NOTED. CONDUIT RUN CONCEALED ABOVE CEILING OR WALILS WITH 1/2" CONDUIT-2{/12 UNLESS DTHERl'IISE NOTED. 1/2" CONDUIT-3#12 U.O.N. 7'f%/17/ 1" CONDUIT-6/112 U.O.N. 3/4" CONOUIT-4§12 U.O.N. »#»Y 1" CONDUIT-7,1112 U.O.N. 3/4" CONOUIT-5#12 lJ.O.N. ,M :>fff" 1" CONDUIT-8#12 U.O.N. ---CONDUIT RUN EXPOSED --T--TELEPHONE CONDUIT 3/4" MINIIAUM U.O.N. --0 CONDUIT STUB-UP l------+-----------------------·----------1 ---;) CONDUIT STUB-·OOWN 1------f------~--------------------------------. -y'#-J> HOMERUN. W. PANEL, HATCH MARKS INDICATE NUMBER OF #12 WIRES IN CODE . S!Z!i'.000Nf/{J]TS U,(ht;., .... . F--• -~" GD . JUNCTION BOX 1------.cc (i) lHERMOSTAT M.S.B. MAIN SERVICE SY/ITCHBOARD MANUAL MOTOR STARTER WIIB THERMAL OVERLOAD PROTECTION. C.O. CONDUIT ONLY W.P. WEAIBER PROOF HP , HORSE POWER U.0.N. UNLESS OTHERWISE NOTED To All Con tractors: Rcquified note for bidding and instol1otion: All cootroctors {genero'. cootr.actor os,MI a3-at sub-cootract«s) tlidding ood mrarded to construct this facility m, ""'!"'"oil>I• to YOl'ffy all "'l'i?ment furnished ond supplied cod installed at this sit~ The equipment ubllty (gos, wotor, """"'• ,.,.~ eledrlcul. buldin9 me<hanicm s)'Slems, dud coonedlons, exhaust connections. security, fire olann, dalo, phone,-etc.) coonet;tloo must btl: verified beforae biddilg, These i,formalk:n are nol lim!ted to pomt of connection. locallons, l)'pe-of coonectloo$, numbw of C(!Oflectioos. end coordilOtion with other trades. lhe eont:roctors shall be responsl)le for reading the equipment speclfic:ulloo book oo part of the construction doeoo,eotation. The oqulpmenl wil ilclucl< oil equipment purchosedi or furnished or hstdled by ony one. I.II otmty <;O!lll8C!ims 111d 1hor locotion, most incllJde all oqulpmmls '"' ,.,,,,,.. by the otllty COOllJOOY as well os locd codes or the !lhoppi'lg csnter/JJ:o11 requirements. Goniroclor to W!rify oil such requirements before bid. The most sbing,nt --• sholl opply own tt not delaied. The OOlltn!d°" 0111 ros;,onsiblo lo ""!Ueot for verlfleallon al all Mdl er Sliopping C.Olor requirements os well os ony other tocol/Sta~/rederal requi'ements. The conttoclor sh<lfl ilt!51,ire al! existing systems ore Yerlfied ood ftmi;;tiooal. Ccntrm:lor lo verify the plocemeot of new llqUlproent ere OYOlab1e. All ·aquipment furnished to the -conb'nclor as wen os purchaserl by the contttlctor must be acccmpanied \llith full submitld process ond Engineers' appn:ivd. The controclor shqll follow all inslclh:itioos pe, local and Slot• COdeo and any do~ollon from codes ew,n ii not. detailed n plans, orry field cc:irreclion must be performed by the contractor al no toSt to the owners. The contractors (l'e responSlblt! ta request for oil cut sheets for the equ~ent and if the eqtJipment luml,t,ed dllle,ed from tho cut shevls, 1llo coolrac\Of shall od),et the inslallotion a<C<lfdingly, All coordination and «1,Pstment omong al -trades must be performed by the General Con-troctor. All C()(ll"dioatioo and the distriblltloo of responsibility for the site is by the genem! controdor. All bids must be fer full and completo instcllotion and complete functlonol and """"'tional oqulpmm! ond systems. All o~ md pmph,efofa, \Wires. conduits, ~ipes. conneeticln$., f'O(l,f proetrnUoos. a.ttochm~ts,. supports. end any other requi'ements 'Mil be pa-l of bid for fully functional ond complete insla!lol:ioo c:s requi"ed by plans and specfffcaliona as well oo loca requirements. Ml controls. ond oil ilt-erloc!dng and Interfaces omong sub-c::ontroctin such cs smoke-« duct detecla'"9 within HVAC units (Ind with all trodes not shown oo these drawi"lgs such as sectJrity system, fire olorm $)'Stern mt.1st be well coardhcte during bid. The-Contractor Is responsble for all of obove r:aquiremel'll.lil (Ind must include o41 provistans: into the !>id ood installation. 1111 exisllng inslallalloo• Ir connectlon• d<lM by others or,, not part of 11H, ScOpe of this p,ojoel If !he the fnsL:ilatlon, eonnecfioos. materials &: equlpmefll are not to code or ore unsafe. the owner of the bu8dng shdl be contode4 ,(Ind ail correc:Uoos to existing work shall be done under seporate COfllrac:L cnglnoer Is not ni,panri>• for ooy existing conditions or w<lflt pr.......iy dom, by otiiers. SINGLE LINE DIAGRAM 2"C-3#3/0 -~ 2"C-3#3/0 200A FUSED 200A FUSED I . . . . . I I . DISCONNECT DISCONNECT 316, w:si J!• W.P. 1--' (r: ' ' ' r. ' ....-t . I<:.>! I ! """ @ EXISTING I I . AUTOMATIC w SERVICE METER ( 175A, 3P-CB ( 200A, 3P fRANSFER 0 2P 3P 3P PANEL MAIN SERVICE MAIN I SWITCH 0 (.):::, (NEMA 3R) 0:: (.) w.., • • CL ""°' EXISTING . 0~ IT 350VA ·• ·• zl 2"C-3#3/0 I 240-120V-1il • I . ::iP • XFl.lR r Z"C-3#2/0+1#6 GRND. 2"C-3#3/0-> 0 ... I "'" ' , , . C)"' EXISTING V rv T l UNDER GROUND PULL BOX . . 200A FUSED --3 --3 . 240V, 3¢, . I (!DISCONNECT I 4 AMP -r-2co ~ '""1CO I -3 WIRE 3¢. W.P. ~ EXISTING 4" UNDERGROUND CONDUIT 15A, 2P _J I AND CONDUCTORS PER UTILITY ·-= GENERATOR I COMPANY REQUIREMENTS I . . l __ ,.... _________ -5 L_ _J V-.A.A..J EXISTING 3KVA . . • . ~ lRANSFORMER NAME PLATE SCHEDULE: Hl] , -3/4"C-7#14 +1#10 GRNO. B --2 1/Z"C-6/14 POWER 4#12 THERM AL SW, 1f16 GROUND .... I>--, 3 (5) ' r" PANEL "A" 12DV, 1¢ 15A, 1P-CB 24D-120V-1@ ' W.P. DUPLEX RECEPTACLE 1 ---+-------' 0@] 2.-.,.. ________ _ 30,,....,li-f--+----. © PUMP /11 ® PUMP #2 © ON KEYNOTES: FURNISH AND INSTALL SUBMERSIBLE JUNCTION BOX, 8"x8"x6" (EQUAL TO KILLARK NO. D8S886). ALIL CONDUITS AND CABLES SHALIL BE CONNECTED IN ACCORDANCE WITH NEMA 5 STANDARDS. ,------r---------+-=--5 '") 4.--0 FURNISH AND INSTALIL RECEPTACLE, SWITCH AND LIGHT IN ACCORDANCE IMTH ARTICLE 500 Of IBE NEC--CLASS I, DIVISION 1. WATERTIGHT JUNCTION BOX QJ CONTROL-+-➔--b-<l---l,> CABLE b LL-1 ~ ·8 ~ ::;i LL-2 LL-3 LL-4 LL"'-5 WATERTIGHT JUNCTION BOX QJ <t>----~+--POWER CABLE l 2DHP PUMP #2 FL-54A 20HP PUMP #1 FL-54A W.P. DUPLEX RECEPTACLE 1DA~~~ 1 )------1➔ 240V . , IT • T T 4A FLSE -12ov--,,.,.. H: 1CR-2 -@- PL-1 ~ G ELAPSED METER PUMP #1 PUMP #1 RUNNING PUMP #2 RUNNING TIME ELAPSED TIME METER ,CAP 10L-4 H'l~/'.---c;--(YT y-,, T""'---,~-----4 '' 1 1TAS 1 PUMP #1 STATOR L -~ --...J THERMAL SWITCH 2CAP c:.-' 20L -4 H!({-------i;:i-o-fY, Y-,,,..,,_ -~ •' PUMP #2 STATOR 1 2TAS 1 11-IERMAL SWITCH L -~ --...J H1.R c:.-' .3TAS 100W ' 120V POWER TO RADIO TRANSMITTER IY - PUMP #2 r--llt'l'-:=-:---ll:J--- - - -)I' 12CR-1 ALARM SIGNAL CJ-----> TO RADIO TRANSMITTER t----J: I 2cR-2 L-------CJ-----, L[I] )---;r([D ® W.P. LIGHT FIXTURE W.P. DUPLEX r,,i RECEPTACLE ~ 0 IN GENERA TOR ENCLOSURE I <1,..--IC ----3/4"C-4#12 W.P. DUPLEX RECEPTACLE @ 0@] 2P SWITCH!l] G~ EXHAUST FANl]J LIGHT FIXTURE!l] CONTROL DIAGRAM 7 i ,,---WATERTIGHT ----/ JUNCTION BOX ! ISR-3 2 R -I I ....+--Oh-1-i,...-o--l-- - --I I I I • I I I : HIGH ALARM I I I ' 1-~-_j . • ~ LL-5 I I ! I ISR-2 _I I _ I o-1----0-'--,0----- - -7 I I I I I I I : ~~G PUMP - ' e>-f---0'-1-:1~-o--1--:r:-4 _j • I • I I I ISR-1 I -@,----+-a l i I , l ~ --i-~-3 7 LEAD PUMP I ,' J ~ i, ___,,,.-- - _J ON -------,···6 1 o,-+---J.J-o ; ~--- -----------+-• I _; 1, rl-~ -j PUMP OFF I i I ; t_~LL-2 II I II I 7 1 R[OUNDANT LOW ' L£ V£L CUT OFF I : i &--1--:-r;:-.-, _J I I ' I HAZARDOUS AREA, CLASS 1, DIV-1, SEAL ALL CONDUITS IN ACCORDANCE WIIB ARTICLE 500 OF THE NEC. RECEPTACLE FOR GENERATOR BATTEY CHARGING. FURNISl-1 AND INSTALL RECEPTACL£ IN ACCORDANCE WITH ARTICLE 500 OF THE NEC--CLASS I, DIVISION 1. REUSE EXISTING RECEPTACLE IF APPLICABLE. @] VERIFY EXISTING RECEPTACLE CONDrnONS IN FIELD. IF NOT REUSABLE, PROVIDE NEW. NOTES: 1. EQUIPMENT WITH SERIES RA TING APPLIED WILL BE FIELD MARKED "CAUTION SERIES RATED SYSTEM •••• A AVAILABLE. IDENTIFIED REPLACEMENT COMPONENT REQUIRED. (SEC. 110.22) 2. CONTRACTOR TO FIELD VERIFY All EXISTING CONDITION BEFORE BIDDING. CONTRACTOR TO FIELD MEASURE TI-IE EXACT LOCATION AND DISTANCES FROM MAIN DISffilBUllON TO ALL NEW PANELS LOCATION DISTRIBUTION . LEVEL SENSOR FUNCTION SEQUENCE LEVEL FALLING ALL PUMPS STOP• ALL PUMPS STOP LL-1 cJ cJ cJ cJ cJ l LL-2 cJ cJ cJ cJ l l LL-.3 LL-4 cJ cJ cJ cJ cJ l l l l l l l • ALTERNATOR CHANGES STARTING SEQUENCE LL-5 LEVEL RISING cJ HIGH ALARM l LAG PUMP STARTS l LEAD PUMP STARTS l l l i , GROUPS C & D \___~--IS-0-LATED SECTION OF ENCLOSURE. SEPERATES LOW ENERGY CIRCUITS FROM POWER AND CONTROL CIRCUITS, I ~ i Exp. 6-30-2017 * SHEET E-1 OF To All Contractors: Required note for bidding and installation: All CQO\roctors (genen:i cootractor os wen as ell sub-contr<1ctors} bidding ond oWtJrded to coostruct this fGC1lity are responsible to verify oH equipment furnished ond suppl.eel ood J1$killed ot this site. The equipment utility (gos, water. sewer, vent, e!ectric:cd, building mechonical systems, duct connuctiQflS, exhousl connedlons, security, fire olarm, data. phone. ate.) connection must be Yelified befor,o bidding. These information <re not limited lo pomt of connection, locations, type of con11ecllons, number of cormections, ood coordilatioo with other trades. The cootroct«s shall be responsKlfo for reeding the equ~t specification book as part of the construction documentation. The equipment ril ndude oil equipment purchased or furnished er il"lst!l!ed by cny one. Al! utility connections and their locations must ildude oll equipments as requl'ed by the utiity company as well as local codes or the shopping center/Meil requh1m6nts. Conlroctor to verify all such requiremenlll before bid. The most stringe11t requirement shall opply ewn if not detofted. The contractors are respoostl:,ie to request for veriflcotlon of all Mall or Shopping Center r«1Vlfemeots as ft'!I as aiy other !ocgl/Statejtederol requ'rements. The contractor shall insure oil existing s)'Stems are verified ond functlooal. Contractor to Yefify the ploc:emenl of on equipment Qtt avoikible. Alt equipment furnished to the ca,troctor as wen as purchased by the <:ontroctor must be occompooied with full submittal process ond Engineers' opprovol. The contractor shat fcllow all lnslollations per lcx:al and State Codes and any fflotlon from codes even if not delaa1ed in plms, on:, field correction must l>e performed by the-contractor at no cost to the owners. The contract<.lf$ en responsible to request for oil cut sheets for the equipment and if the equipment fumished differed from the cut Bheeta. the cootr(l(:tor shall adjlst the inslfll!otioo occordingly. All coordinotion ood oo;istment crnong oil trodes mu$t be performed by the General Contractor. Ail coordinotioo and the distnbution of responm1Jiity for the site ls by the general contractor. All bids must be for futt ootJ comph,te i1slollolion and complete functional and operational equ;mient and systems. AU accessories and periphe«ile, wires, conduits, pipes, connections,. roor ptnetrotions. cttochmenta. supports., and ooy other requirements wll be part af bid fer fully functional and complete lnslaltoUoo as required by ploos ond specifieatioos cs well os loco! requirements. Al! controls. ond oll i"lterlocl:lng and Interfaces among sub-controctars such as sm<Ai;e -0r duel delectooa within HVAC units ond with all trodes not uhOWIII on these drawl'lgs $Uch as security s)l!ri:em,, fire alarm system must be well coordinate during bid. The Contractor ls reipOOsi:ile for all of -Obove requirements ood must include on previsions into the bid and lnstaUaticn. All existilg instaUatlons de connections dooe by others ore not port of the scope of this projecl If the the-hstdlatioo, connections. materials & equipment ore-no1 to code r,,r i:n unsafe, lhe own• of the buid'ng shall ba contacted and di corr'X:tlons to exist.Ing wcri:: shall be done under seporote contract. Engineer is nol responsible for my existing conditions Of work preMously done b)' others. CONTROL CENTER ELEV A TION i==:r----© c::=C) c:::=:J--@ c:::::::J-.@ c::=C) c::=C) PU PL2 @ fzl SS1 SS2 0 0 ETM2 .ETM2 \rn_~J TIME METER r-@ ---® NEW W.P. l20V, 1¢ DUPLEX ~CEPTACLE ®~ @'-= NEW PANEL "A" RADIO PANEL EXISTING TO BE REUSED OJ -i----EXISTING PUMP PANEL 30"x42"X10" , SERVICE MAIN □= D NEW 200A, 3¢ - - EXISTING 3KVA XFMR 480/240-240/120 ~CONDUIT SEAL. I i--<C T'IP. II] EXISTING SERVICE METER EXISTING UNDER GROUND PULL BOX EXISITNG NAME PLATE SCHEDULE: @ PUMP #1 @ PUMP #2 @ ON @ HAND-OFF-AUTO @ PUMP PANEL MAIN KEYNOTES: OJ RELOCATE EXISTING RADIO PANEL IN CONTROL CENTER AS REQUIRED. SEAL ALL CONDUITS IN ACCORDANCE WITH ARTICLE 500 OF THE NEC. SEQUENCE OF OPERATIONS FOR PUMPS SITUATIONS FLOAT POSISllON PUMP OPERATION CASE I NORMAL POWER FLOAT 1 ENERGIZES PUMP 1 = ON FIRST PUMP FLOAT 2 ENERGIZES PUMP 2 = ON SECOND PUMP CASE II NORMAL POWER IS OUT. EM FLOAT 1 IS ON EM FLOAT 2 IS ON PUMP IS ON BOTH DLOATS ARE ON EM PUMP = ON PUMP IS OFF EM FLOAT 2 IS DOWN EM PUMP = OFF CASE Ill CONTROL POINTS: NORMAL POWER COMES AND FLOAT 2 IS ON BACK ON ALLOW THE EM PUMP TO EM PUMP = OFF COMPLETE CYCLE ALLOW A TIME DELAY TO NORAML PUMP = OFF INSURE BOTH EM PUMP AND MORMAL PUMP ARE OFF. WITH TIME DELAY NORMAL POWER IMLL BE ON AND TAKE OVER ALL CONTROLS TO BE FABRICATED BY RSD CONTROL UL 5080 APPROVED SHOP -----------------------7 FULLY BREATHABLE ROOF (NO EXHAUST FAN REQUIRED) i I I I I I I I I I I RECEPTACLE FOR ----+-~ BATTERY CHARGING. RESIDENTIAL HOUSING AREA g <ri ...... , .. 23rd .. RESIDENTIAL HOUSING AREA STREET 14J•f 16.IJB' coNijOL I.I 20CM DISf~NECT :.cd \ ,,;! \ \ \ AUTOMATIC TRANSFER SWITCH r:;,-/ -+--~!-,, ... _ __, 200A I 1Y,;1 -~ ;; CONNECT DISCONNECT ,, CONNECT -PROVIDE 90. TO PM/EL "A" MINUTE BATTERY t--~ BACK UP FOR W.P. l.--------r-1 TO PANEL "A" I LIGHT FIXTURE. 2"C-3/f3/0 i J.,,""'----,, L_. -···· -···-'··-·-&--,.,,,_.~-··---~·-· --·· GENERA TOR ELECTRICAL PLAN TO 200 AMP SERVICE MAIN --~ ---------- I I I I i I I I I I I I I I I I I I I I I I I o\ I '" ,i\-\ . '/_) "_, '1 I ·----~~c..-;.........._ -----. ., .•.....•. =1 V, z 0 in I i;; "' 0 w :c <) z <C ..J a. "' ~ -I "' N I "' .., 1 SCALE: 1 4 =1 -0 V) z 0 in 5 w 0: o w :c 0 z .., ..J n. "' -I N N I N - a, Exp. ,-30-2011 CHAII\C"-'- SHEET E-2 OF 5'.,2J! Ent::t'gj' eoff\7el'i£t'i> &hail t::un£.w;1 c~nly of 1THari11i cqm p- 111,elit ~ iru:U.ellted in 5.2.4. lio.i,Ll I..t.c,tel 1 tcll{l:l'.'g_J' ,tc,rn:1:~r!tt':'lll shall lw: r1::prc:sll~ll1:a1J:v0 pi'Ottni::tri bulJ t ft'tJH1 (.fji'(ir<t,i'll!llt'i th:at ha\/'(: P'f~1,;;r.n ~f:lrr1padhi1- itj• :u,d rseliat,nliy and at•if~ c:.n,iittiin:ar.ed U1 ope1rue ~ a nnlL 5,,2.,1.:2 Tli~ capal1ilig.' of th,e ,:ne:q;ry 1:o:n1·vet'1Etr, wich iLq e,in- ti·olls :and ar:L~".il.itH"l,e,;~, to ~Ur'i•i!v;e• 1•iit:l:1our. da111 ag~" [r.,.,n, L~i',m- r11tfJ11t ::t:nd abmo11nal ,lh.itnt'b:all\t:f!il in :u::1nal lf1i!i(1 circ.nlts sliaii be d"'1:nonMr~Jii>. by !£:At,. on ,'l<f,ftltt'al:41: p 1r1H.Ot,5'p!": n11Kithili1, or bJ ~;i:;1;:p&able t~i .. <; &1n 1J1~ ,i,,yfitern ,;oliiJtt:inerim :a., p1::rf,1rn1ed bJ the: com1:fi:1ner1t 11upplie-1'1,:,, 01· by OO'ie:ti: p,e,i•fr1rI:iMttd in thL'! liRting proctZ!lii:S for the a_!i/1,,ernbly: 5i,l, l.Jl A ~~ i)Nlf£it}'ftti! urtit i!hail. be pe.rnoftrt~1 tri oo uii- litl:e.,d ira. a 1.e;;x::l l or l&'i'ei 4 11~la.rt.on, pi ,wi,r1£:,cl ithai~ an pr .. :illn- l)pe tB!lJ:.q pro.rh1<c11 111:i d:..e:]eteriou~ eJfeeta c~H th f: unh~ a1nd m1~ anthn1i1}• }u,.'ing jtJ.!i',!.iicdon, lhr.: o~~Tu~r, aiHl tJ1c ll.,,(tf .mf! in- forff1titii that 11.he uri,Jt Is d11r: pir,Jl[(ll}'.[K< teRr. un!L .S.,2,2f r1H~ f' .. o,tatlng i"CJ.uipnient prot,:i!)']:M" nnlt ~h:all ix: tt1>11l!:d. •1,virb al i typical ri1irn1': 1r1c»1et .:u:iX!f!SiU'tl'i<'l~ 1h:.1t ~Tl£'(:£ it:; p1:i.wc1t fnu:pur. in place :arul op.era.tlng. Th~ a.::.c!t:5.'!0f~t in,c:lud,:, but slaa:U nor. b.i1· 1Ltnited r.i:1, i.:he fr,Uow·iri g: ( l) Ratl.tea,-chargi ng a1Lel'cn;u,or ( 2} l'!lati:: t puin p ( S} hi:liatnl' fun f<ir· lll1tt€-rnounto:, d ra.1:lial .ors <)M' flii ,,n,ol.en, ( or tt, m parar,1~ lnad) (4) Ft:mel f!i!!fflP, :u11d f1M:l Hh.t:1'!)) ( !1} Aisr 1:"ilt~, { ~) (6} F:x:h:au.is.t nro:filt>:rs or tt:!!litdi::1.l t)li ~i,nu11.Jtti n .i t11e fi't a;:.iti- rrnlln h.11,ctprc,~1.ure ,rtton1n1r: 1·1de<l 11}' i.ht:: pa'lr111e n:icr,,e,: lli£if1Uf~t1ll'>ltil' S.~Jl 1[11,e energy· coll'v-eru,,1' J1">r I.12ve I l &J'€iix:,rli1!i ;,;ha.U bt, !<lp,t":,.- (:ifik:ally ,:]e,;i@:nM. ~:rnhled., ancl te:ilteti IX~ ,~n~1re ,"}'Merri op- t'!'ratk.1111 u11<ieI' i:he f6l],rJ'l,!.1n§!: cc1n<litions: -·-"··-----------1 m.LlO~~ A. eerrifit~tlo~l s;haH be m1ppUed wirh the unH th..aJt Vt:lifie~ Ith.& [.(?fiU()lJ'Lll.1 vib1'ation CfllUftltl'.ibili['.i' .:,r tfhufi: r.i:,ta.tirig t"'!len,enL c,f the JJl"Inie 1novt1:r ::u1d ~:nerl1il1r f1~1r !the i.1:i.1.1.1:t~ lt.M,it~ o[ 1he etl<,rgy .cx.:1nverter. li.i.l0.:!l$: \'ile1f'.ati<1ifn 111t:ib!t'1!'1> sllal1 he lfnrn ish.:~tt 4.'ihf,re, 11ei:Je~ Ito rnin hnit,:,e •,;il,r:atit,n trru1~1\1iMk11n 110 1l!,e _!;X':lltJail)es1t !'lt1·uc:t1:u't:. li,6.10 .. 4 Toe rnn111&::tun~t of tbc F,PS iil!r.ai'lt &'ub1niL c:1)1111::ilere ~,hei:natie, .,.,tri:~. and iBr.ere.ounecti on ,rllagn;u;1111 lifr.1oi ... tng all !£P- 1T1lnal ;and d£•5uJr~ID<in 1nailci:l)gil ~hr all E;PS er1u11pme~u· .. a.~ v,reU a,; th,, tiliin~"'W"1al rela .. donRhlp he1JNeen ali r,il")('J'.i'i)i::il o'il¾)£'.)()t'l£,tn.,i_ !i.6,10.,5 TI1e il.:D.,~'g}' t~1lil't~rrer il.li2 Ji1lf.'r !lhaU fl!Wpllla titl GOilil1ipU- :u1;ce aind petforrn:.u1etc! wil.h 1lds si:all1tl"krd fot d1£: e ntl:in· i:u:dt "''hen ithstall~L 5.ti-.lOsG ,1is71nen~ r~rpl<'.11~ rllit': Rhti<!'I. c:11>c:m11. ClU'i'Cllt t:ai1mll:i['.r :w.t the ;;11;ener".'&!£,r oiupuL t£rmJrialt ~I-!illi!l l~ f111<r:tfalH:.ti. Th! 1!ermS ~1 i~ n "le.el z,~ ~, ~ rr:o.r~~ !&\'ii h 'N£C,A ~ ~ m'h ~ 110 ~ dhE;l!! ~ ~ dlii11:E1!~S ,:a/;J ~·~ ae ~~ ~· !9l!l/l iii leis i a,a-~ ~{fer ~f iJf&l.6••· io.:i ~ !16 ti!~~~~ Jl!i!'l!'e ~~.ll ~~~·~~!~I~ h -~---~rt,~ --"'l~ 1 ~1~ ~~ ~fl'l! ~~~ al~~~ l>:;im ~ ~~t,a t~l i JEt~ il!flifJ'i ·~ h _.,,·:,,,::,,,,,.,:, ··:t"' • .,,,,:: • i.:1.:~:~Tr1 r:, r Ne • I •• ~~ ~ il1J 1'£C~ 700., B~~r 5:~, A lei 2~~J. .. . . . . . . . , •... ·: ..... ~Mflll'j~-~ ® f.f,~'1m!~ ••reR Dimfd'-ffffllrl~~f/;l~~b~l~B ~f~l~ 2 i.,~11..ire ~!l!'l§r&l'I ~ ~M~,S a"':i &7od'S., ~~ ~-.~ .~ are~~a~t:-~,me ~'1Bil'J ~··•· ~c ~are .-rlilm'w~• ~1., ,:i& ·~•~ ~laie &tie Cl'!·~:;1e 70'1, ~lll:t:~~~~l:amb!! ~. l'a.a~:2;~~1~~-R-J~~~re:Hl}1~C~?ai.. •• TM~~ ,/D;J ~•.~t!I n ~ c«~llJ=fgb~ ~Jr r¥NM~l'i~ NFM ~ill",i~1~:L ~ ni~ :~ d'Nifff!i J11'1/irmi, rl ~ff ~ OiR ~::;;1!i;:; \f!Eiq'llis:ila'f1fl'• ~1~:f M ~r,f'ffl 11¾1. I'~ !tE'G. ATI t.fei __ lMD ~s"el f~~ ~ No_ 1 ~D ciess4 f:,:FJ sh3'h rr-£;?1 the n:-e;:.i:reff~:rits c,f tr:€ f-otJC.4\~mg:;:,s;~fi~:;:)~n t@"""~ in -~~r.t:e ~-tt-e lste:E::t vs,f§_;Qr; oft.he Artd¾Ca,-r, ·5-0c1:1y f:or T ~,r-9 .3•f"A t,k:::teP,eJs -M!~s. of Te-315~ ' n. ·" ' ·• "TU 1' "'C,"'~' -•r ·-u,•~ • fl \...~00 Po-mt V"'.) , %Ji,'f tr l~:;--I ·L 1.,:.,d .i/ f4;:JX1mi.H'ft K ,~ Point (ASTM: 0~-93}. (1} No. 1-D l)jese,,-J:f,'C (lCO"f} m'r'.Jmmn f2)N~.2-DD1H~._ fa} src {1257} n1irui.tTA~m, --~iaJ\ ih.n1~ .. Mr~ flc.'<i"9t..~t Septew±i':'.-f,. <)<._-t,:(i½:ft. {ti) 43"C tl lo,:} rr&f-Jff~.tm {t•,h:i•:,e:rrnbe:t. De,:e~t J:i~W:-ary, FE'Df'.LJ.~~•L Vt~r.::h Apri(L C. Vs=Jt-1 (ASTM D-445). U:l t®.1-DD:i~eL fa} KffH:N11atk ~t 4{~ -C. L3 certi-sto'J·~-s-min~f~"•fbn".';, 2:4 <:-er:(~~1.;::::¾e-::. r~·ra:1r1¥s!<T,.- fb} ~rJem~t;: .at lO{Y'T. L4 {erttStc'kes -n'hfi!''.ttiftft!::._. LS C~:~it'stc'J!~-B rr-,..axfm~m- {2} N◊" 2kD Ufe;1~:t {2:0 {Wferr'iOicat +r,c Ll {en'tistckn n~nirnilif'f\ 4,1 cerT:':J:tA:o rn:3;.]tnk~t {b) •t"%r-~m,a1tk .i;t 1-C®..,:f.. 2.0 ~t5'tcti£>5 m:rr'dr.1un-e, 4 3. £?-f,ti;t,;::,t2.s rria-::ri'mwm. D. Visib~ '.NlS.'tE:J -i:i"t'Mil: ~mem {..A5TM:: D-17%}-(XOS IP'=f-J:-er:;t ina~i~si.l~'% -by VO-k-.'"l"l10E' .. E, C~ RM:}$-1~ ,Ojfi 10 :~-t~ffl ii~s~~~: {)\.'STM 0-5 2:4}. f.l} N-rt 1 -D [)Je,;ez_ {ll5 parcE•nt rn~iIT''W'.iJ~ CZ} Ne~ .2-D D~el 03.S. percent me:x"iJ.f?'is..'it'i'L F.. kh {,A-5TM-D-46'2}---0.,01 perc,ent rn.3x~_mu~'" G.Cet~~-- (1} Nt.1ro~ metho:= {AST-M 0~613}-¥5, mi!'Jf"r-i1Jm., {2} !~, inettoo (ISSTM D-976) 4C\ mini.-nu,n. rt Di:.-t}~>aton {A.';;; i fi.i D-86}. O.} tic. 1 • D Dies.: :lD percerit point 2!!S"C {'ism} w,3::iimurn. {Z} No,, 2-D !Jias>2il-9ll p;,,maTX poir,t J;;} 2UC { WfF} mif'ilwJm': fbJ n.1rc t~F} rr,.~jf'i¥J?~'\ a 'Vihen. -:kH.i'd ~nt ms tl?ar,; -l?C {l•Yf} I.$ ii~ned., th~ mire%.f'f'1m1 'ifacorrty .s-h.aifl be L7 tSt {Dr-'ffl.'f1!"'i2/:t.} ,*ndlffl' .SO per~eui:primt sl~l be ½GitS:L l CQ:uo:..J-On f.(.u!M D-130}~ Copper Stria,. 3 hours at 50'"-C (122~., Ne,. J m21jm~m. f2} ,:.Ji om-et r-o0n-·™S;m•.-;:1 uv~3-0 p:i'.tent .by rr'>.3S:S: .. rra:;:ifr1;.;r-~, K. Ccfo1. {l} On-h1ff~Wa"i ,6ji!~ tue:t ma-r :r.<Yt c~ 2.J'fij' ,'ff!/-!f:3 or-::-D'?N~r"'w .s~;er;~ .. (2J Noo· r~ilwaJ iJlil::sei f1.1e sriiliii tie dfi:il ltllim Scf,ent Re-, 164 ;;t ,he 1'.r,ocent.J,~ll sp:uraitJE<.;1!.f,a<ffit to ,:it>east 3','.l!~s of l:1'ie$N;l die Starl!!ard RmZf.i ;pi:11;1:lfi{) barrels 'In ar..«i!"".-e witt me rr:~id!;te of -rt~ us EPfu,oo intffi'a lte..er,~ seri1•,ce 1JR:SHt rr:;::; !1s£,t he u;e,:! ,11 a,7,y v~ d!:s;igi.s.e4 fur oo-i>igh",,s,y l'.Sfc .•. ·,,:. . ., ·_ .-· ,: ., . .--·_,' :'t ·.:.::: ·-:·,:.,,. _ ... _ ' . _ ... _ -:." " ;; A ,careful re\Ji ftw of tile NFPA 110 descript4ons of th fHi e two wp,es of systems. can !"lei p bfiid:g;e the tiermin0:l.QII¥ gap. Flis;tj a;:l..@.!lffl ,t,~mJHQf!it16f\~~1'111e,r:;~1,f!IJ ~st• J~ fl$~l'IOOJ!il ilt~~g ,ns.taJle,d where fdure. of the eqmpwnen1 t-0 perform eoulid r~s:utl Ifn t~,e, lo~ ,!l)lf .IJj]jUlall 11'.e or seri:oo.::;: in}u ries~ "' l.evd 1: sy-~;;iit:lIDts..pr!l!l~iide,"~ttne: ~iertti:e~lo-lf li!fe-·~,fet,y ftln~s. J:t can be concluded that Level 11 systems align with the systems covered O}I NiEC Afli:c:le 7Q:O, Eme:rg:ency S;yste t11S, ALe~F2em,~ti'neypowew\supptysJslem.fsiies,cn1oetlas beiliQ:1'i:nstalledi where the faiture cif tne EPS.S to perform ts le!;s cri,tical to hum~fl l:tfe and safety•_" TANK SIZE CALCULATION FUEL TANK CAPACITY FROM GENERATOR SPECIFICAllON = 77 GAL FUEi. CONSUMPTION FROM GENERATOR SPECIFICATION = 2.8 GPH. 77 GAL. / 2.8 GPH = 27.5 HOUR MINIMUM OPERATING HOURS = 27.5 HOURS. ADDITIONAL NOTES 1. REMOTE CONTROLS AND ALARMS: A REMOTE, COMMON AUDIBLE ALARM SHALL BE PROVIDED AS SPECIFIED IN 5.6.5.2(4) PER NFPA 110, SECTION 5.6.6. 2. GENERATOR SHALL BE SUITABLE FOR THE ENVIRONMENTAL CONDlllONS AT THE INSTALLATIOIN LOCATION PER NFA 11D, SECTION 5.6.9.2. 3. EACH SWITCH SHALL BE IN A SEPARATE ENCLOSURE OR COMPARTMENT PER NFPA 110, SECTION 6.1.3. 4. EXHAUST SYSTEM EQUIPMENT AND INSTALLATION; INCLUDING PIPING, MUFFLER, AND RELATED ACCESSORIES, SHALL BE ACCORDANCE WITH NFPA 37, STANDARD FOR THE INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINES AND GAS TURBINES, AND OTHER APPLICABLE STANDARDS PERNFPA 110, SECTION 7.10.1. 5. GENERATOR, GENERATOR DISCONNECT, GENERA TOR TRANSFER SWITCH, DISTRIBUTION PANELS, CIRCUIT BREAKERS, ASSOCIATED CONTROLS SHALL BE TESTED FOR SEISMIC SHOCK PER NFPA 110, SECTION 7.11.6. 6. THE LEVEL 1 OR LEVEL 2 EPS EQUIPMENT LOCA TION(S) SHALL BE PROvlDED WITH BATTERY POWERED EMERGENCY LIGHTING. THIS REQUIREMENT SHALL NOT APPLY TO UNITS LOCATED OUIDQORS IN ENCLOSURE THAT DO NOT INCLUDE WALK-IN ACCESS PER NFPA 110, SECTION 7.3.1. I ~ A (j) w l-o z a:: ~ <( a:: w z w G If> z 0 vi > w "' "' 0 w :r: 0 z <( _, 0.. ITT I "' N I "' <( t5 If> z 0 vi > w "' ~ :r: 0 z <( _, 0.. ITT ~ I N N I N a, F-1 OF <( 0 fu Model; 30REOZK4 KOHLER. Power Systems 208-600 V Diesel Tier 4 Final EPA-Certified far Stationary Emergency and Non-Emergency Applications Ratings Range Standby: Prifll9: ~ m C,000000 C,000000 ~ kW kVA kW kVA rB OOHz 24-30 2<-37.5 22-28 22-35 (6) • ! ![__: Generator Set Ratings Standard Features • Konie, Co. :,rov:des one.source responsibility tor ma g~ner<:!"i ·rtg sy2;t~m ,;1nd .ar..::;essories. • Th& generator cot and its oomp-on-ents are prnioty;:il?~!ested. ladory~bui!\, and praduction*!ested. • The 60 Hz generat.:>r set offers a UL 22:0G listing. .t> The generator set accepts r.ete-0 load in one.-step. • The 60 Hz. generator set moots NFPA 110, Level 1, when eq-.21poed with th~ necessary accessories and installed per NFPA s!a'lllards. t A one-vear !hn\t2d ',','Elfrantv covers all &ystems and c:xrip::ITTents. T\-~10. and fiv&.year ,e;,:<1~11ded limited WBrrarr.ios ore also ava.llabiec. • A!lernat.or f-.eatures: c Kohler's wound field exi.;::itation sys1e-m wilh its unique PowerBoost •• , cte.slgnc delivers great voltage-response and short-circuit capabilily. c The brushle-ss, rotatrr1g-fteld aHernator has :broadrange reconnectability. a Engine features: Heavy-duly air dean.er with air restrictor indicator ,:, Uses cooled Exhaust Gas Regener~tion (EGR} and diesel oxidation ca\a!ysl to meet Tier 4 Final without .a Diesel PartiCt.Jlate Filter (OPF). ::-Lockable battery disconnect switch. -:;, Electronic. isochronous governor , Other tea lures: :-. Kohler designed controller for g~aranteed system in:tegration and remote i:;:ormnun1ca?ior'L see CDntrouer ()fl r.age 3. .;_, Thi::, k,w eix"ant te~i shutdown-prevents. overheating. !nt-egra! viDfatiein i5-0!ation eliminates !he need for l:n&ci-uid v!b1ation sprtrrg !Sdatorn. Durnb,e siee! sound-att.enlJ$.tiny housing with quiet 0pe1.-:1tion of E:-6 d!3(P.) @ 7 m (23 ft) \Mth full load at lha piime rai.ing. Stai.,!ess stooi h!~1gcs c1nd lockable latches on doors, 1-10% environmental containment booin for tuel. oil, arid ro--o!a'1i. SubbMP Viel 1an;.; tor 24-hour run time (minimum). C...:stmner -::or.nection oanel with main circuit breaker. remole start ccnnectiOn, and emergency slop switch 1:l/l'C Riso 1os·0c Rise 10S'C Ria& Slandby Ra.ting Pdme-Rating Corrttnuous Reting Att&mato-r Vobagea Ph tt, kW/INA 120/.20S 3 6(] 30!37.5 120/.2-40 3 60 -30fJ7,5 405.6 120.l240 6(] 24/.2-4 277/480 3 "" 30/37.5 341!600 3 "" 30f.37.5 KOHLER CO., Kehler, Wiscoosi11 53044 USA Phone 920-457·•1441 Fa;,: S2C-459-1546 For the-nea-est sales and se<Vice ouUet in the VS and Cwiade., phone 1•600•544-2444 KOHlERPower.oom Standard Feat1.1res • .Alematcr Pr<itecticl'l s, Sater)'. Batt~f}' Rack. and Cabl-asc • tnteg:af: Vibration lsolatiori e, ;__o,'-,..aj emergency S1 op Svif.d, o 01 D:ain Extension • Operalion and hstallatioo Lit-erattlfe Available Opticns Approvals and Uatings Cl CSAAppu,vai O lit 2200 Listing (requires standard sktol Gotilrouer 0 i5-Relay Dry Cor.tad Elcetrle.al Gyat0m Amil$ kW/l<VA 104 2R,'35 90 2S/;JS 1 C-0 22,'22 45 28i35 00 28/35 lJ Battier; ChargE,!'. EqlJallZi:':"/f!loat Type rJ coo Weather Paci;;ago (induces b!ock he.al.er and battery h8at9' pad, v-irap, arid wiring) fu~ Sytrtem u Twc-Wcy F\lel Valve tfor eonrteaion ol a :J$€fwSUpp!ied BXlemiif illel tank) Skid L) Fi,.,!d Orctggi:!bleSk1d 1heavy gauge steel skid Mlh inlegra!ed drains arid pull bars) U Load Lugs <ooe p.::r p,"!ase 1f$a-3-oQMCM, 400 amp) Mlacffllanooue: 0 Engin~ Fluids Added 0 Spark Arresl:01 Am!Xl kWikVA 97 .2.S.'36 64 ;:!.3_!35 66 22t22 42 23l35 34 28!$5 Amp$ 97 "4 '"' 42 34 Kchier FOtNer Svstems: Asia Paciiic H..-&itltlaltB"":!> 7 Jurong: Pie-r Road s:ngap;x-e-6N159 P'1,y;e (05J e:ie,;....a.t~i'f., Fe.x (65) ros.a-6455 UleraJure 0 ("'~n-91•,if Mairt/Bn.i!nt::@" i.J NFP'A 1;::.\ U Ovat.aul W Producio,1 WorrMIY- 0-2-War ~sic Q v-.ea. Prnn..., CJ 5-Y~ar Bd.:m:: Q -5--Year ·::::xnprehensive -Other Optiono □----------=~~ Cl l;J --------------- [.J -------------- □ ------------- Dimern,ions and Weights Gv--.,rai: Stre, !.. -x ',\' x H. r,;rn ~irq $-1a:v.t:rd Sk:d V-/;."llgr:l. w-th ong:ncii;.;icts (noluel_L kg (b.) Dvera!i Si2'B, L x W" H. mrfl (lri} Fle1d Draggable .'Jkid V.'i'ighl. ;,wh 011}ne fkld5 [f!,jfu,3{)_ i;g Db} 0 2:?>Y:l ::t 1 Clo iCl.62!2 ~00:9); 40.0 '< 6:'.l9) f:397 (3080) 24.39 X.10-VSx 1€22 (00-.0 X 40,0 X 63.9) 1461 (a'..?20) .····• . !-it)'l"E 1,1),:, (~,i-,-,m;;i~;:.,-·mc:;e,,J b fd-,1,er ;,,-,i'\'"f' '.i!~l .-~,;;r$ r:q: t'Olc'La;..l'C¼rdan~",:; '.r<Slallil!:ia.:,·, (1.:c:·;::,i:1 (c"S,! {::,:,,--1dlf'11,ixgr !.j f'a) ,:;,,~el!;,;.-j,r,CU!'f/Zti"~ DISTRIBUTED 8'1': ll t Nowlndo'#S or openings in tM wall ;:e-nnhtad within 5 -feet from any point of the geMr'dtM. J t , ' , 6-0 inches Hl inches Minimum Distance ~ ___ .........:,. ______ ,.,.,// ' ~' , ' ,, ~--Top o! GnMta.tor Gie/.Hanw from wirv.k.w.s, ::io~rs, any operiiPgl'i h !!w wul:, shriJOO Oi vegetation CV6f 12" ;n Migh! These gukfelines are based upon fire teS'ilng ofthe generator enclosure and the rnarn;facturer'srequirernentfor air flow for proper operation, Local codes may be different and:.more.re-strictlve than what ts described here. 4-3~ Mlnlmum 36lnehw C!€,iJJi'lnce from :he e:16 11nd frunl ot lh'tl genamtor should M 3$ iric.r1os Thi~ WOi,iJU inciude -s!1rut;.s, trees arid any kin<l ol v~gclation Cl~evance al !he tap thouW 00 a rnin1rmim of 4-8 :n-cne-s-frQ,7 any structure, overt·,ang or pro;octions from 1m wa!L The-g.eneratnt s.hould not 00 placed und-or ;J dock c.-r iJtLef stru-cture that i.s cios-ad in a.11-d wc,;jld l!r;,11 or contam air flow_ ' ! I l 6-0~ f{1;11;:r:)~tll..1 Mimmum F-rom Ends GeMred!ir Application .Data AJroient-temP·aa1Urc at stat'ldby_;fi31.ing, "C ("F} Affbier.t t en,~·~at_ure a: prime POV.W. end con!inuoos ratings. "C ("'F) Engi08:j.3C½_ef:wal-ef capacity, L (9~1,} Aat:iiat°' .syste,n~acify. mduding: <Mglne. ~:,gal.) Eflgine,j~C_ket water ttow. Lpm (Q)m} Heat r~~ct_et:rro ·coermg wat:erj;lt. rat~ KW. dry.exhaust-: Qe.'"ttfled. kW (Btu/min.) waec pump l!,l)e Far1/,r;t1a:net.af, lnt1uding Ciaciee:, mm:(Jo,J Fm, kWrn (HP, Max. r~ricl11x,n:;ir cooling air, ·lritalo::i!and Qi$di.arg-.:isi(le:·Qf radiator kP-a:(ln, k20) OperationReguiraments P.a<fiat~-,x,oled.-codrng ah_ mJ.Jmin ·1sclm/.l C001biJiWOf\ air, _/'03jrr:b. (c:!m)· Mt:iatrei~ irniinbient ~r; En~_rik. kW .{B@/mio ~ A.l:lefrtaHw, l',W:(6tuimin.j C Air ®Mil)'~ f.ilQkg.m>(();o;; I""""'/ lli~_H,!!(ie!'Jlll %load 100% 1$¾ 50% .25-% ?icoof_;: Lph;{-gehfiit '% liiad 100% ·75¼ "60%, 25% 1C.JJ%'. • ·_75-~ .,,,. 45(11-3) 50('l22j 4,2 Cf 1) i1.2 (4.5) $7 (t5J 28 (1592) C'a\tlifiJQal 4')3 119.i 2.1 (3.e) 96;;'3 {3400/ 9:.4 ($5..3) 28 (1592) 6-.5 P.69) ·Standby Rati~~-··· . -JC 5 ,:'.;!,B) ?.8 i2:1) 5.4 \1.4) o:; {OB) Prime· Rating 9 6 (2.B) J,3 {UJ) 5.0 \1.3) -~-9 {0.8) Contlnuow:i Rating ll 8 r.i.ei 7.3 !l.9) 5.0 {i.3) 2.9 (O.&, Soundl:'.nclosure .: Our.aofe steel; $QUl"ld--aitent.1a_t(og,~OO,Si.flg\o,ill1"1~U,iel cpeta.ti~ ot ~1fcB.(Al@ 7 l'l"f>t:23 tt):W,tb:·ru1r1Qaa at-me prime rating •· ltlteflat:.rno..irit@ Sf1eicer•wid1f~ble exhaust tonnector_ • F~: ~cfl;:a;(f diro!:liai~-'!SiSta:.t Kohleft' Pov,,er A.'TIN:( , .. ~-~:;ji,i~~:.Srooitli.i»ured1ii:nlsh: ,,_ &..ali,f:e;ss_sH1x:ir~~g...::si;i;_41Qci;tat>le:1Jtdles oo ~. o. Ao.iistl~Jns)la{ioo ttr:afmeirufUL. 94 HF'l flanirriabbty ,1asstt:cwa-i .;n,drepEfs:mdtlture-~_otp_tlm. • 110'?ti'·envir-cn:rnent~ i",:9f'lt~l"rjff\eritbasin forfu9, -oi, andcod3n!. rn kw.hes Minimum Controller Oechuon.fdakel' MOO Controller " 0 PrOYiOOS a®~·cootrol, sy~1e1n rnQr:itOOr,g. ar{I S','Slarn dtag1toolics for optim'Umpertorr,ance and ctrnpattbilit:r + DigilaJdiaplay w1h a(iji1:;tal1lec.A'l1n'!S1 and meRLI conlro1 pn)'.1ile.$a8)-' lo::a! dat.=i acce:ss • Measurements are s<:"lectable in melric a-Engfr.Jh :Jnils • Rande-o:rnmur.Jeat,oo mru a PC <Aanatwr.rk or Se'iaf co:1'figt1n\lioo • Cootro!Ier Sl.lpport.s ~ .. 1odbus¥ orctocel • lntegrated hybric •'Olta.ge reg.Jta!cr with xC.5% re_guhiti00 • P<;ttetfdrunl;y for pro!ectloo frcxn 1,,,\bration and riebds " 51.illt·!l'I altcrn8!or therm.a! overloctdprotecticn + NFPA110 Le\,et 1 ~&'i;ify Customer Connection Panel + V!-ewable ~ e,-at,:..r set c-ootw1er 1r-.4th security-c<Ner • Emerge-m::y skp :;;wi:d, • Malr.·!ffle circii~ tn:~2t:2f <:;, R~nneciilble rro::1-elJ:: Ratmg ~ 50 amps, fi~d adjustatJ,;i t:-ase'd ·on vattage-~etect,;,,11 -:, 000-VoU modeh,. Rating €0 arnps. faid adjustablt:, • F)Qwer cconet::tlons fef Av.aiiaOl;i Options 1b1;.tt1;try ¢"large. ario bl<:,.;i.;: heatq) • Remel:e .start connectte,..., Fuel Tank • SUhbat~•fuei' Wttk h::r 2-t--~oor nm tm1e (nin\-num) • FlJel·ti\ll_k:indu09S tr:e !i.iBi !e\'e' gauge, i\iel 1!1 'M1h bd(.at)le cap. a"!i;i nannal!energ~ocy 'Mnffi ,. a¢th·ftia·rrm~ .md oota-!ar,k.c :iaYe emerge-r.cy r£:.~i'.!f \-'Mt~. • ThE_s.ec:cntta-y ~tainm.¥lt ta:n!-(s eo:.s:ructioo prote,:t:; ag;.iit•$t 'itE\ leaks:orrupwr~ The-inner (p11marv) tank is-aealed msice 1!'!B Ol•tet (S~dary) IOO!L The-oi....te 1atik cO,-,r:ams the-fi.;e,111 !M~ irinerr2:n!.'. leak$.«' ruptures. ·Fuel: T-Oiut: Specif! tetlons New Installation Guidelines for Generac Stationary Air-Cooled Generators, The Nat;onal Fire Protection Association has a standard for the installation and use of stationary combustion &ngines. Thal standard is NFPA 37 and its requirements limit the spacing of an enclosed generator set trom a strucilJre or wall. NFPA 37. Section 4. 1.4, Engines Located Outdoors Engines, 8nd their weath,,;,rproct housings if provided, that are installed outdoors sfla/1 be located at /east 5 ft, from openings in wails and at least 5 ft, from structures having combustible walls. A minimum separation shall not be required where the following conditions exist: 1. The adjacent wall of the structure hes II fire resislaooe rating of al least 1 hour 2. The weatherproof enclosure is constructed of noncombuslibie materials and ii has been demonstra!ecl tlmt a fire within tile enclosure will not fgnite combustible matelia/s outside the enclosure. Annex A -Explanatory MaterieJ A4.1A (2) Means ol demonstrating compliance are by means of full scale fire iest or by ce/cufation procedures. Because o! the limited spaces that are frequently available for installation, it has become apparent that exception (2) would be beneficial for many residential and commercial installations With that in mind. Generac contracted with an independent testing labora1ory to run full scale fire tests to assure that the Generac enoiosum would not ignite combuslible materials oulside the enclosure. The criteria was to determine the worst case lire scenario within the generator and to determine 1he ignilabili!y ol items outside the engine Bnc1osc1re at various distances. The Generac enclosure fs constructed of non- combustible materials and the results and conclusions from the independent testing lab indicated that any fire within the generator enclosure would not pose any ignition risk to nearby combustibles or structures, with or without fire sen,ice personnel ·response. Based on this testing and the requirements of NFP/1. 37, Sec 4.1.4, the guidelines !or installation of the generators listed above are changed to 18 inchos (457mm) from the back side of the generator to a stalionsry wall or building. For adequate maintenance and ai1tlow clearance, the area above the generator shoold be at least 4 !eetwith a minimum of 3 feet al the front and ends of the enclosure. This would include trees, shrubs and vegetation that could obstruct airitow. Sea lha diagram on the reverse of this page and the installation drawing within the owners manual for details. Generator exhaust conta,nsDEADLY carbon monoxide gas. This dangerous gas can cause unconsciousness or death. Do not place the unit near windows, doors, fresh air intakes (furnaces, etc.) or any openings in the bullcllng or structure .. including •windows and doors ot an attached garage. Spedf1crJ.!ions W.ari dacturer T',pil Excil8'" type LE<ads. q-Jar.ti:y. t}pe '.ldl-"ge r.egul~lcr' Ir, YJ!ffiiOff Ma1g--&J Te:rn~¥at>Jre ri1e &a-i:-g ,:pa;.m-y, !yp>'.'l Go,;pii~g /-1.mort $SBOI" vlindmgs \/citage t~UlatiM, M-lOOd ~¢ l\.l!i4 cad On.,; .S'.Efl load aceepi.ar-1ec lJnbal.anoad road capabilily Pom-: motor starting-l::VA: ,20 v 4C£.,6 (12 !ead} Engine Englne SpeCitic:ntlonlil Engn>2' rnodeJ:. type Cylintk"c! arrar{leri'lffit G1sp,.ac.a--nan1, L {cu. in l 6c:r? ~c:: e1r0Ke. mm {in.) (:Qf,lpr~e-100 ratlo- Plsion -,pee-:!, O'\'min. ,;'.ft,(min.,\ Mai~ beiill'"\gs: quanhly, tyµe F<i!e:1.rpm M.ax. pOWE)( a1 rated rpm, kWm ;ei--P; Gy1tr,Qer 1ead l'flarenal Ctanl-,llh.af1. rr,ate.;ial V--&vemat-srial: htaloo ExhEu:il GoYel"hOr: lfP€. mah:efmodei Fr9quency r-egufa!ioo, rio-load to-'ILIU·bat: Fret:pene'; reg•Jle1loo. stea~• state F:~ql.Wtl-cy Air cle.;mir type. all models Emaust Exhaust m.mifd.d lype ExM-:'!.IJs.l Ho~ at f.a!OO kW, m3/miti ;_drnJ EXt',aiJ.$t lernp~!WS al rate-.l KW. C!"j eY.haust, '"C (~0 A!b'n.itil,;-bade :;ire.ssuris-_ k?a (fo. i-1g) Alternator Specifications AUetnat« Kohler 4-Po'.--e fi'°'ating·Field Brushles&, WOUil-d-F-l6ld 1:2. AeroM.':!ciabla €-. fll:J Voit Sdid Stale. VoHs,iH;; ~IS~·lA MG! 1:SO"C, $tat1db'/ 1, $ed~ ReD~Disc HJU ~-itrclJe; Dep.endenl 1~ O'. Ra.Ung 10w., 01 Aalec Staat•:lbj' t::Urr-ent (:ii5':~ d:p lcr vdta,g-es telm•,) 76 • NEMA N'.Gi, :EES, am:: ANSJ standards complla0c~ for ternper-atur~ rise: am motor starling, • SUS"..aiNd i:,hor:-o/r.~ut: c-ur-rer;t cf up t:i 300% ofthG! rah,,d o:. .. n>?nt for llQ: to i O S.(;lcords. • Sustalrad short•drcJ,;!t c~ment e-nab!l119 do-Nnstreem circult breakers ic tnp W-rtho<Jf col!aps:,-ig the alt€rnator field. • Sett--ventiicled and d!bproof cor:-structtcn. 111 W,ndlngs are \1acwurn-impr,;gn.ate-d with epoxy varnish for tieper.dabiHty ard l.ong life-. • .Superior v0Hag0 waveform 1mm a t'JiJC-t""lirds riifch stator and s ke'Ned ro'.ci. ' Application Data K.::t'"llB" Diesel KD1 ·1003 TCR 1,9 l 4-0jd e T LJ rbodl arged 3 j1,firt,a 'I 9 {'i15.9} .ss·x 102 (3.48 ,.-:-4.01} ~75{005} .:. Steeve 1800 :3-7' {49) Cas:: lroo C.a-.;; !run S!ain:ea:l steel Slamf.e,s Steel: ~rook, ioo:t.rooous ".::-05% Fl-xOO Cry Q.y €', 7 (2:38} ::a2 (72.0) '-,!'In_ 7 (2.1} M.;,;x, ,2,:ss1 Engine Electrical Sngin-e-6e.ctricaf Sy11te-m Ground \Petall•.-el)~iive) Volts (OC) ./\m!)>'.:(e r?ting Starter fru:'11.or ral~d vo!l age \DC/ eatt:eiy recomrnemiE-d cold crsnKir,g amps ICCA) ouantity, CCA rams ea::tory vottag'i> tDC) Fuel FudSyclem FU>i!l.suppl~ line,rni1. ID, mrn tm.) Fu,.,! r,eltirn lin.;. tI1r. ID mm {in.:, Max, lift, fu~ p;:.m:i: type, m (ft.) Mro,;. fa.al f'-oiM Lph (g:;ih} Max rat.tm iine res<,.rid.lon. kPa ~n-HgJ F1,Je/ prime pump Fue! f:ltr.::r Primary Sec.onda!)' Water Sep.:i' <fa Ree5mrnendo.<d !ue! Lubrication rype 0/1 p"'1 i::aprl¥-L (::;t1 Oil part capadti ~lh '-1>1 er L ( qi.) 0.1 fit'a!r: quan\!ty_ fype 0.! COOier on~. 950 12 8 {C:11) 6.$ [Cd'.$) ~/ech~niciill, 2.5 ta.2) 35 (9.3) 10 (5.9J M,muat 7 4 Micr(lll-S 5 Mkror,s tff? \16% EffieiatC'/ Yeo #'.;! Pies.el Full ~ressurn A4(89) B.7 {9.2j One. Carui<i~ W-ate:t-CQdsM t5 u, u, zz 0 0 iii iii [(a 55 w w i °' °' "' "' u u w w :r: :r: u u z z < < ..J ..J 0.. 0.. "' "' -~ -I I ~ "' C, N I I N "' -.. w F-2 OF <( 0 :&