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HomeMy WebLinkAbout2013-10-02; Planning Commission; ; CUP 90-03D|SDP 90-05H|CDP 13-05 – COSTCO COOLER ADDITION The City of Carlsbad Planning Division A REPORT TO THE PLANNING COMMISSION Item No. Application complete date: April 15, 2013 P.C. AGENDA OF: October 2, 2013 Project Planner: Christer Westman Project Engineer: Steve Bobbett SUBJECT: CUP 90-03(D)/SDP 90-05(H)/CDP 13-05 – COSTCO COOLER ADDITION – Request for the approval of a Conditional Use Permit Amendment CUP 90-03(D), a Site Development Plan Amendment SDP 90-05(H), and a Coastal Development Permit CDP 13-05 to demolish a 1,240 square foot cooler, add 2,324 square feet of new cooler area, and 1,813 square feet of receiving area to an existing 148,231 square foot COSTCO Wholesale building on property located at 951 Palomar Airport Road within the Mello II segment of the Local Coastal Program and in Local Facilities Management Zone 5. The City Planner has determined that this project is exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to Section 15301 “Existing Facilities” of the State CEQA Guidelines and will not have any adverse significant impact on the environment. This project is not located within the appealable area of the California Coastal Commission. I. RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 7015 RECOMMENDING APPROVAL of Conditional Use Permit Amendment CUP 90-03(D), Site Development Plan Amendment SDP 90-05(H), and Coastal Development Permit CDP 13-05, based on the findings and subject to the conditions contained therein. II. PROJECT DESCRIPTION AND BACKGROUND The 14.8 acre project site is located at 951 Palomar Airport Road. Table 1 below includes the General Plan designations, zoning, and current land uses of the project site and surrounding properties. TABLE 1 Location General Plan Designation Zoning Current Land Use Site Regional Commercial (R) General Commercial – Qualified Overlay (C-2-Q) COSTCO Wholesale building and gas station North Open Space (OS) Open Space (OS) Flower Fields South Open Space (OS) Open Space (OS) Preserved Open Space East Open Space (OS) Open Space (OS) Preserved Open Space West Travel Recreation (TR) Office (O) Tourist Commercial (C-T) Residential Professional (RP) Residential Agricultural (R-A) Commercial Office CalTrans Yard 2 IL_ __ 0 CUP 90-03(D)/SDP 90-05(H)/CDP 13-05 – COSTCO COOLER ADDITION October 2, 2013 Page2 The Costco Wholesale project was approved in 1991 and completed in October 1992. The existing building is 148,231 square feet. An existing 1,240 square foot overstock cooler located at the back of the building (southside) is proposed to be demolished and replaced by a smaller 941 square foot overstock cooler and a new 1,383 square foot dairy cooler. A 1,813 square foot receiving addition is proposed as well. The building will increase in size with the net additions by 2,897 square feet for a total of 151,128 square feet. The new 24.33 foot tall cooler addition is attached to the existing building on the south side near the western edge. The exterior of the cooler addition is proposed with refrigeration panels which are white and match other panels existing on the building. Access to the coolers is from inside the existing warehouse building. The receiving addition is proposed at the same height as the existing building (30 feet) and is composed of block construction with stucco skim coat and painted to match the existing textures and colors of the COSTCO Wholesale warehouse building. The receiving addition is only accessed from the inside of the building. Table 2 below includes the project site’s gross and net acreage. TABLE 2 Gross Acres Net Acres 14.8 acres 14.8 acres III. ANALYSIS The proposed project is subject to the following plans, ordinances, and standards: A. Regional Commercial (R), General Plan Land Use Designation; B. Carlsbad Municipal Code, Title 21, Chapter 21.06 - Qualified Development Overlay Zone; C. Carlsbad Municipal Code, Title 21, Chapter 21.28 - General Commercial Zone; D. Carlsbad Municipal Code, Title 21, Chapter 21.208 - Commercial/Visitor-Serving Overlay Zone; E. Coastal Development Regulations for the Mello II Segment of the Local Coastal Program; and Carlsbad Municipal Code, Title 21, Chapter 21.201 - Coastal Development Permit Procedures; and Carlsbad Municipal Code, Title 21, Chapter 21.203 - Coastal Resource Protection Overlay Zone; F. Carlsbad Municipal Code, Title 21, Chapter 21.90 Growth Management Ordinance; and Zone 5 Local Facilities Management Plan. The recommendation of approval for this project was developed by analyzing the project’s consistency with the applicable policies and regulations listed above. Therefore, this section will cover the project’s compliance with each of the regulations listed above in the order in which they are presented. A. Regional Commercial (R), General Plan Land Use Designation The site has a Regional Commercial (R) General Plan Land Use designation. The R designation identifies areas that are intended for commercial centers that draw customers from outside of the City. For this reason, R designated properties are customarily located on sites that are visible as well as accessible from interchange points between highways and freeways. The following Table 3 identifies General Plan goals and objectives relevant to the proposed project and describes the compliance of the proposal. CUP 90-03(D)/SDP 90-05(H)/CDP 13-05 – COSTCO COOLER ADDITION October 2, 2013 Page3 TABLE 3 – GENERAL PLAN COMPLIANCE ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE, OR PROGRAM PROPOSED USES & IMPROVEMENTS COMPLY? Land Use Commercial Goal A.1: Provide a healthy and diverse economic base and quality commercial development to serve the employment, shopping, and service needs. Commercial Goal A.2: Provide for the development of compatible regional commercial uses. The Costco Building, including the proposed cooler and receiving addition improvements, is a regional commercial use which draws customers from outside the city, generates tax revenue and jobs, and provide goods and services to residents in the city. Yes Circulation Circulation Objective B.1: Provide adequate circulation infrastructure concurrent with or prior to the actual demand for such facilities. All required roadway improvements were constructed in conjunction with the development of the existing retail building on the site. No additional circulation improvements are required for these proposed additions. Yes Open Space & Conservation Water Quality Protection Policy and Action Program C.4: Utilize Best Management Practices for control of storm water and to protect water quality. A storm water management plan has been prepared for the proposed project. In addition, the project has been conditioned to conform to all NPDES requirements and Best Management Practices. Yes Public Safety Geology and Seismic Safety Policy and Action Program C.17: Design all structures in accordance with the seismic design standards of the California Building Code (CBC) and State building requirements. The proposed structural improvements have been designed in conformance with all seismic design standards. Yes Noise Land Use Objective B.1: Achieve noise compatibility between commercial and surrounding land uses The COSTCO project and additions is adjacent to other commercial uses and open space and the facility is surrounded by a solid masonry block wall which achieves noise compatibility. Yes B. Carlsbad Municipal Code, Title 21, Chapter 21.06 – Qualified Development Overlay (Q) Zone The project site is located within a Qualified Development Overlay (Q) Zone and no building permit or other entitlement shall be issued for any use in the Q zone unless there is a valid site development plan approved for the property. The existing COSTCO Wholesale building was approved by SDP 90-05. There have been several subsequent amendments to the SDP and this amendment SDP 90-05(H) is the eighth. The required findings for approval of the SDP can be made. The project is the addition of 2,897 square CUP 90-03(D)/SDP 90-05(H)/CDP 13-05 – COSTCO COOLER ADDITION October 2, 2013 Page4 feet of cooler and receiving areas to an existing 148,231 square foot building. The additions fit within the boundaries of the property, they do not encroach into any required parking area, landscape area, or setback area, and are visually screened from public areas in that they are located at the rear of the building and are separated by 650 feet from the nearest residential use. The additions will not significantly increase traffic on the existing roadways or increase the need for other public services. C. Carlsbad Municipal Code, Title 21, Chapter 21.28 – General Commercial (C-2) Zone The project complies with the General Commercial Zone development standards as shown in Table 4. The uses shall be conducted wholly within a building and storage is limited to accessory storage of commodities sold at retail on the premises. TABLE 4 – GENERAL COMMERCIAL COMPLIANCE Standard Maximum Provided Complies Building Height 35 feet Coolers: 24 feet 4 inches Receiving: 30 feet Yes Setbacks None Required N/A N/A D. Carlsbad Municipal Code, Title 21, Chapter 21.208 - Commercial/Visitor-Serving Overlay Zone The existing COSTCO Building project was approved as Price Club in 1991 prior to the adoption of the Commercial/Visitor Serving Overlay Zone in 1999. However, for existing buildings within the overlay zone, additions that invoke the requirement for additional parking or additions that are more than two hundred square feet of increased building area, require that the new or intensified portion of the existing use shall be subject to all of the procedures, standards and conditional use permit requirements of the overlay zone. Since the overall additions are 2,897 square feet, they are subject to the overlay zone and require the approval of a Conditional Use Permit by the City Council. The project complies with all applicable Commercial/Visitor-Serving Overlay development and design standards as shown on Table 5 below: TABLE 5 – COMMERCIAL/VISITOR-SERVING OVERLAY ZONE COMPLIANCE Standard Maximum/Minimum Provided Complies Parking: 151,128 square feet One space per 300 square feet plus two for employees. 506 spaces required 751 spaces Yes Building Height 35 feet maximum 30 feet Yes Palomar Airport Road Setback 50 feet minimum 440 feet Yes Setbacks Side Rear 10 feet minimum 10 feet minimum 76.5 feet 165.67 feet Yes Yes Building Materials per discretionary approval TBD The additions use the same materials as exist on the building which are white refrigeration panels on the coolers and trowel smooth stucco, painted to match on the receiving addition. Yes Alternative Architectural Style TBD Color, texture, and trim used are the same as on the existing building Yes CUP 90-03(D)/SDP 90-05(H)/CDP 13-05 – COSTCO COOLER ADDITION October 2, 2013 Page5 TABLE 5 – COMMERCIAL/VISITOR-SERVING OVERLAY ZONE COMPLIANCE CONTINUED Standard Maximum/Minimum Provided Complies Loading area screened from public points of view. TBD The cooler additions and receiving area are located at the back of the existing building and are not visible from any public point of view. Yes The additions are desirable for the community since they will provide better access to goods. In addition, the 2,897 square foot addition is located entirely within or adjacent to a disturbed and constructed footprint established by the existing 148,231 square foot building and will not create significant impacts that would be detrimental to existing or other uses permitted in the vicinity. The COSTCO Wholesale building was designed to accommodate a large volume of customers including surplus parking. The cooler additions will provide better access to goods. The cooler and receiving additions are proposed with the same colors and materials used on the existing COSTCO Wholesale building. The street system serving the proposed use is adequate to properly handle all traffic generated by the proposed use, in that the anticipated ADT generated by the 2,897 square feet of addition is 180 which is 0.45% of the design capacity of Palomar Airport Road which is a prime arterial. E. Coastal Development Regulations for the Mello II Segment of the Local Coastal Program; and Carlsbad Municipal Code, Title 21, Chapter 21.201 - Coastal Development Permit Procedures; and Carlsbad Municipal Code, Title 21, Chapter 21.203 - Coastal Resource Protection Overlay Zone Mello II Segment of the Local Coastal Program The subject site is located in the Mello II Segment of the Carlsbad Local Coastal Program and is subject to the approval of a Coastal Development Permit, however, it is not located within the Coastal Commission’s appeal area. The project site has an LCP Land Use designation of Regional Commercial (R) and Zoning of C-2-Q which are consistent with the City’s General Plan and Zoning. The project’s consistency with the (R) General Plan Land Use designation is analyzed in Section “A” above. The proposed project, which includes cooler additions as well as an addition to the receiving dock, is consistent with the relevant policies of the Mello II Segment of the Local Coastal Program, the Coastal Program implementing ordinance (Zoning Ordinance), and the Coastal Resource Protection Overlay Zone. The project site is currently developed with a 148,231 square foot regional retail store. The project is consistent with the surrounding development, which includes commercial uses and open space uses. The proposed additions will not obstruct views of the coastline as seen from public lands or the public right-of-way nor otherwise damage the visual beauty of the coastal zone. No agricultural uses currently exist on the developed site, nor are there any sensitive resources located in the area of the proposed addition. In addition, the proposed addition is not located in an area of known geologic instability or flood hazards. Since the site does not have frontage along the coastline, no public opportunities for coastal shoreline access are available from the subject site. Furthermore, the commercially-designated site is not suited for water-oriented recreation activities. CUP 90-03(D)/SDP 90-05(H)/CDP 13-05 – COSTCO COOLER ADDITION October 2, 2013 Page6 Coastal Resource Protection Overlay Zone The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the City's Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, Standard Urban Storm Water Mitigation Plan (SUSMP) and Jurisdictional Urban Runoff Management Program (JURMP) to avoid increased urban run- off, pollutants and soil erosion. No development is proposed in areas of natural steep slopes ≥ 25% gradient, and no native vegetation will be removed. In addition, the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods or liquefaction. F. Carlsbad Municipal Code, Title 21, Chapter 21.90 Growth Management Ordinance, and Zone 5 Local Facilities Management Plan The proposed project is located within Local Facilities Management Zone 5 in the southwest quadrant of the City. The impacts on public facilities created by the project (2,897 square feet of cooler/receiving additions), and its compliance with the adopted performance standards, are summarized in Table 6 below: TABLE 6 – GROWTH MANAGEMENT STANDARD IMPACTS COMPLIANCE? City Administration Not Applicable N/A Library Not Applicable N/A Waste Water Treatment 2 EDU Yes Parks Not Applicable N/A Drainage 13.78 CFS Yes Circulation 180 ADT Yes Fire Station No. 4 Yes Open Space Not Applicable N/A Schools Not Applicable N/A Sewer Collection System 2 EDU Yes Water 666 GPD Yes IV. ENVIRONMENTAL REVIEW The City Planner has determined that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant impact on the environment; therefore, the project is categorically exempt from the requirement for the preparation of an environmental document pursuant to Section 15301, Existing Facilities, of the California Environmental Quality Act (CEQA) Guidelines. In light of the above, a Notice of Exemption will be filed by the City Planner upon project approval. ATTACHMENTS: 1. Planning Commission Resolution No. 7015 2. Location Map 3. Disclosure Statement 4. Reduced Exhibits “A – J” 5. Full Size Exhibit “A – J” dated October 2, 2013 S E A GATE RD W IND D R I F T D R PASEO DEL N O R T E ARMADA DR PALOMAR AIRPORT RD SH O RE C R E S T R D CUP 90-03(D) / SDP 90-05(H) / CDP 13-05 Costco Wholesale (Cooler Addition) SITE MAP EL CAM REAL C A R L S B A D B L L A COSTA AV MELR O S E DR A V IARA PY RANCHO S ANTA FE RD C OLL E GE BL EL CAMINO REAL SITE • N NOT TO SCALE ( ,(, ',,,; .:;,' C I TY O F DISCLOSURE STATEMENT P-1(A) Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www,carlsbadca.gov CARLSBAD Applicant's statement or dfsclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed ·Soard, Commission or Committee. The following information MY§! bs disclosed at the time of application submittal, Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as 'An'/ indhlldual, Ihm, co-partnership, Jolnt venture, association, social club, fraternal organization, corp1;1ratlon, ef!tate, trust. receiver, syndicate, in this and any other county, city and county, city municlpalily, disfr!ct or other polltlcal subdMsion or any other group or combination acting as a unll' Agem. may sign this d001Jment; h11Wever, the legal name and entity of the appffcant and property owner must be provided below. 1. APPLICANT (Not the applicant's agent} Provide the COMPL5TE, LEGAL names and addresses of ALL persons having a financial interest in the applic:stion. If the applicant includes a corporation or partnership. include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE {NIA) IN THE SPACE BELOW. If a publicly-owned corporation, include the namet, titles, and addresses of the corporate officers, (A separate page may be attached if necessary.) Person. __________ _ Corp/Part Ccrs. n.p l!,'1,¼bUM.B C OJI~ ow TIiie. ___________ _ Title. ____________ _ Address _________ _ Address S,'\"1 ·uw£ l\lnN-li, ,ssa-q,1»1-l iu~ <\t,i,1. r 2. OWNER (Not the owner's agent) P,1(A) Provide the COMPLETE, LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Also, provide the nature of the legal ownership (i,e,, partnership, tenants in common, non-profit, corporation, etc.), If the ownership includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares, IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (NIA) tN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officeni. (A separate page may be attached if necessary.) Person~·----------Corp/Part C O'xt( o ,~w,,_. e r o\\&?Dll"'>1\orJ Title ·------------TIiie. ____________ _ Addre9', _________ _ Page f of 2 Revised 07110 ( 3, NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to (1) or (2) above is a nonprofit organization gr a trust. list !he names and addresses of ANl oerson serving as an officer or director of the non- profit organization or as trustee or beneficiary of the. Non Profit/Trus.___~-----Non Profil/Trust, ________ _ Title, __________ _ Title ____________ _ Address~------~--Address, ___________ _ 4. Have you had more than $500 worth of business transacted with any member of City staff, Boards, Commissions, Committees and/or Council within the past twelve (12) months? 0 Yes Q3J No If yes, please indicate person(s):. __________ _ NOTE: Attach additional sheets if necessary. I certify that all the above information is true and correct to the best of my knowledge. Signature of ~er/date \LIM \/ ')'CT, fi~ ~'i,t:<" Wldl>W., f.1-\C Print ·or type name of owner C»~M>-1'\orJ Signature of a Signature of owner/applicant's agent if applicable/date Print or type name of owner/applicant's agent P-l(A) Revised 07110 DIRECTORS AND OFFICERS BOARD OF DIRECTORS Jeffrey H. Brotman Chairman or the Board, Costco Or. Benjamin S. Carson, Sr., M.D.{l!J' Professor and Director of Pediatric Neurosurgery, Johns Hopkins Medicine Susan L. Deckefiat Former President of Yahoo! Inc. Daniel J. Evans<•ni:} Chairman, Daniel J. Evans Associates; Former U,S. Senator and Governor of the State of Washington Rfchiud A. Galanti Executive Vice President end Chief Financial Officer, Costco Wltllam H. Gates(11J" Co-Chair of the Sill and Melinda Gates Foundation Hamilton E. James President and Chlef Operating Officer, The Blackstone Group W. Craig Jelinek President and Chief Executive Officer, Costco Richard M. Llbenson A Foum:ter, former Director and Executive Officer of The Price Company John W. Melsenbach President of MCM, A Meisenbach Company Charles T. Munget(•l'fhJ Vice Chairman of the Board of Berkshire Hatti away, Inc.; Chairman of the Board of Daily Journal Corporation Jeffrey S. Raike• CEO of the Bill and Melinda Gates Foundation Jm s. Ruckelshaus(b)!el Director, various non-profit organizattons James D. Sinegal Co-Founder, former President and CEO, Costco Soard Committees (ai Audit Committee {b Compensation Committee (c Nominating and Governance Committee .,. 2012 Committee Chair EXECUTIVE AND SENIOR OFFICERS Joel Benoliel Senlor Vice President, Admlnistratlon & Chlef Legal Officer Andree T. Brien Senior Vice President, National Merchandising - Canadian Division Jeffrey H. Brotman Chairman of the Board Donald E. Burdick Senior Vice President, International Ecommerce Roger A. Campbell Senior Vice President, General Manager-Southeast Region Richard C. Chavez Senior Vice President, Costco Wholesale Industries & Buslness Development Victor A. Curtis Senior Vice President, Pharmacy John B. Gaherty Senior Vice President, General Manager--Mld\vest Region Rlohffll A. Galanti Executive Vice President, Chief Financial Officer Jaime Gonzalez Senior Vice President, General Manager'-Mex.lco Bruce Greenwood Senior Vice President, General Manage<-Los Angeles Reglon Robert D. Hlook Senior Vice President, General Manager-San Diego Region Dennis A. Hoover Senior Vice President, General Manager-Bay Area Region W. craig Jelinek President and Chief Executive Officer Dennis E. Knapp Senior Vice President, Merchandising -Non-Foods Franz E. Laurus El<ecutive Vice President, Administration Jeffrey R. Long Senio:-Vice President, Genarar Manager-Northeast Region 75 Jeffrey Lyons Semor Vice President, Merchandising -Fresh Foods John Matthews Senior Vice President, Human Resources & Risk Management John D, McKay Executive Vice President, COO -Northern Divlsion Russell D. MIiier Senior Vice President, General Manager-Western Canada Roglon Ali Moayerl Seniot Vice President, ConstrucUon Paul G, Moulton Executive Vice President, Chief lnformaiion Officer James P. Murphy Executive Vice President, lnternatlonal David s. Petterson Senior vrce President, Corporate Controller Joseph P. Portera Executive Vice President, COO -Eastern & Canadian· Divlsions and Chief Diversity Officer Pierre Rlol Senior Vice President, General Manager-Eastern Canada Region Ginnle Roeglin Senior Vice President, Ecommerce & Publishing Timothy L. Rose Senior Vice President, Merchandising Foods & Sundries Douglas W, Schutt Executive Vice Presidenl -Merchandising John a. Thelan Senlor Vice President, Operations -Depots Ron M. Vachris Senior Vice President, General Manager-Northwest Region Thomas K, Walker Executive Vice President, Construction, Distribution & Traffic Louise M. Wendling Senior Vice President, Country Manager -Canada Dennis R. Zook Execullve Vice President, COO -South\veSt Division &Mexico Jeffrey Abadlr Operations -Bay Area Region Sandi A. Bablns GMM -Foods & Sundries -Western Canada Region Bryan Blank Operations -San Diego Region Christopher Solves Operations -Northwest Region Alan Bubltz GMM -Bakery, Service Deli and Food Court Deborah Caln GMM -Foods -Northwest Region Deborah Calhoun GMM -Foods -San Diego Regton Patrick Callens Human Resources & Rtsk Management Mike Casebier Operations -San Otego Region Richard Chang Country Manager -Taiwan Jeffrey M. Cole Gasoline, Car Wash & 1~Hour Photo Julie L. Cruz: Operalions -Southeast Region Wendy Davis Operations-Midwest Region Richard Delle GMM -Corporate Non--Foods Gerard J. Dempsey Operations -Southeast Region Preston c. Draper Country Manager-Korea John T. Eagan GMM Foods -Los Angeles Region Frank Farcone Operations -Los Angeles Region Timothy K. Farmer GMM -Corporate Non.foods Christopher e, Ffeming Operations-Western Canada Region Murray T. Fleming GMM -Hardlines -Canadian Division Jack S, Frank Real Estate Development -West Lorelle S, GUpin Mar'.-.etlng -Canadian Division Joseph Graehek Ill Merchandise Accounting Controller Darby Greek Operations -Bay Area Region Nancy Griese GMM -Corporate Foods tsaac Hamaoui GMM -Hardllnes -Canadian Division William Hanson GMM -Foods -Midwest Region Dorla E. Harley GMM -Foods -Southeast Region Davld Harruff Operations-Northwest Region Timothy Haser Information Systems James Hayes Operations -Northwest Region VICE PRESIDENTS Graham E. Hllller GMM-Ecommerce -Canadian Division OanieJ M, Hrnes Flnanclal Accounting Controller Mll:t!Hu GMM -Imports Ross A. Hunt Human Resources, Finance & IS - Canadian Division Jeff Ishida Real Estate -Eastem Division Arthur 0. Jackson, Jr. Adm!nlstratlon & Community Giving Harold E. Kaplan Corporate Treasurer James Kl~uer GMM -Corporate Non~Foods Gary Kotzen GMM -Corporate Foods Paul Latham Membership, Marketing, Services & Costco Travel Robert Leuck Operations -Northeast Region Gerry s. Llben GMM -Ancillaries -Canadian Division Phil Lind Business Centers Steve Mantanona GMM -Merchandising -Mexico Tracy Mauldin-Avery GMM -Corporate Foods -Global Sourcing Mark Maushund Operations -l.os Angeles Region Susan McConnaha Operations -Bakeiy & Food Court Dan McMurray Operations -Midwest Region David Messner Real Estate Development John Minola Corporate Counsel Sarah Mogk Operanons -Depots Tim Murphy GMM -Foods -Bay Area Region Robert Murvln GMM -Foods-Te,:as Region Robert E. Nelson Financial Planning & Investor Relations Pietro Nencl GMM -Corporate Foods -Canadian Division Court Newberry Ecommerce Merchandising Patric::k J, Noone Country Manager-Australia Rlcharn J. Olin Legal. General Counsel MarloOmoss Operations -San Diego Region Frank Padilla GMM -Corporate Produce & Fresh Meat Stephen M. Pappas Country Manager-Unlted Kingdom 76 Shawn Pan<• Operations-Los Angeles Region Michael Parrott GMM -Corporate Non-Foods Michael 0, Pollard Ecommerce Operations Steven O. Powers Operations Southeast Region Paut Pulver Oporattons -Northeast Region Aldyn J. Royes Operations-Southeast Region Yoram Rubanenko Operations -Northeast Region James Rutherford Information Systems Chris Rylance Information Systems Drew Sakuma Operations -Bay Area Region Janet Shanks GMM -Fresh Foods -Canadian Division Louie Silveira Operations -Midwest Region Oavld L. Sklnner Operations -Eastern Canada Re9ion James Staffottt GMM -Foods -Northeast Region Ri<:hard Stephens Operations -Phannacy Kimberley L, Suchomel GMM -International John Sullivan Associate General•Counse! & Chief Compliance Officer Gary Swindells Country Manager -France Mauricio Talayoro Chief Financial Officer-Mexico Ken J. TherJault Country Manager~ Japan Keith H. Thompson Construction Adrian Thummler Operations -Mexico Diane Tucci Operations -Eastern Canada Region Scott H. Tyler Operations -Western Canada Region Azmlna K. Virani GMM -Non~Foods -Canadian Division Richard Webb Operations -Texas Region Jack Wel&bly GMM -Corporate Non-Foods Shannon West GMM -Corporate Non~Foods Rich Wilcox Operations -Northeast Region Craig Wilson Food Safety & Quality Assurance Charlie A. Winters Operations-Fresh Meat, Produce & Servlce Defi PL O T T E D B Y : J I M S T A N A R D D A T E / T I M E : 4 / 2 3 / 2 0 1 3 3 : 2 8 P M F I L E : P : \ C O S T C O \ 9 4 \ 9 4 - 0 1 5 0 - 2 0 \ 0 7 _ C A D \ 7 0 1 _ P R E L I M I N A R Y \ ( 2 4 X 3 6 ) _ 9 4 0 1 5 0 2 0 - P 0 1 - 0 2 . D W G TITLE SHEET P0.1-02 MARCH 04, 2013 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 CARLSBAD, CA # 462 DRAWING INDEX P0.1-02 TITLE SHEET CIVIL C1 .0 TITLE SHEET AND NOTES C2.0 SURFACE DEMO PLAN C3.0 GRADING AND PAVING PLAN C4.0 UTILITY PLAN C5.0 EROSION CONTROL PLAN ARCHITECTURAL P1.1-02 PRELIMINARY SITE PLAN P2.1-02 PRELIMINARY FLOOR PLAN P3.1-02 PRELIMINARY ELEVATIONS P4.1-02 PRELIMINARY ROOF PLAN FOR ADDITIONAL ABBREVIATIONS: SEE OTHER DESIGN DISCIPLINES AND A601 ACOUS ADJ AFF ALUM ANOD APPROX BD BFF BLDG BLK BLK'G BM BOT BTWN CB CG Cl CIP CL CLR CLG CMU COL CONG CONT CONSTR CONTR CT DBL DIM DTL DF DS DWG EA EFS EIFS ELEV ELEC ACOUSTICAL ADJUSTABLE,ADJACENT ABOVE FINISHED FLOOR (SLAB) ALUMINUM ANODIZED APPROXIMATE BOARD BELOW FINISHED FLOOR (SLAB) BUILDING BLOCK BLOCKING BEAM BOTTOM BETWEEN CATCH BASIN CORNER GUARD CAST IRON CAST IN PLACE CENTER LINE CLEAR CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CONSTRUCTION CONTRACTOR CERAMIC TILE DOUBLE DIMENSION DETAIL DRINKING FOUNTAIN DOWNSPOUT DRAWING EACH EXTERIOR FINISH SYSTEM EXTERIOR INSULATION AND FINISH SYSTEM ELEVATION ELECTRICAL ENCL EQ EXH EXIST EXP EXT FD FDN FF FHS FL FIO FIN FRPP FRT FTG GA GALV GC GWB HB HC HM HORIZ HP HT HTR HVAC IBC INSUL INT JTIJTS L LAM LF LP LTFIXT LTWT E 951 PALOMAR AIRPORT ROAD CARLSBAD, CA 92009 PROJECT GENERAL NOTES 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42-INCHES. 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. A. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. B. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK. C. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. D. IF NECESSARY TO COMPLETE THE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR-CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST-DISRUPTIVE AS POSSIBLE TO THE OWNER'S OPERATIONS. 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. 7. DIMENSIONS ARE TO/FROM THE: A. CENTERLINE OF INTERIOR COLUMNS. B. GRID LINES ADJACENT TO THE EXTERIOR WALL (INTERIOR FACE OF STEM WALL/ NOMINAL FACE OF MASONRY). C. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. D. FACE OF STUDS. E. FACE OF CONCRETE OR MASONRY (NOMINAL) F. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB (ALSO NOTED AS FINISHED FLOOR OR INDICATED BY THE "DATUM" SYMBOL) UNLESS NOTED OTHERWISE. G. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, WAINSCOT AND TRIM. H. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR OPENING IS 6-INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL. I. ALL METAL STUDS ARE 3-518" UNLESS NOTED OTHERWISE. 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 9. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. 10. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, EQUIPMENT, ETC. AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 11. PLACE NO OBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. RUN PIPING, CONDUITS, ETC. IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. 12. ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THE WALLS. 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND/OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS, PIPING, ETC. ON WALLS OR CEILINGS. 14. ALL WORK IS TO BE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT. 15. ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. 16. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. 17. PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK. 18. PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT LIMITED TO, SINKS, WALL BRACKETS AND WALL-HUNG ITEMS. 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 20. REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER IMPERFECTIONS. 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE JURISDICTION. 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS. LOUD ACTIVITIES (JACK-HAMMERING, SAW-CUTTING, ETC.) AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES (WATER, ELECTRICITY, GAS, FIRE SPRINKLERS/ALARM, SEWER, ETC.) SHALL BE PERFORMED DURING NON-BUSINESS HOURS AS APPROVED BY THE OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. 23. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNS, REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY ALERTS DURING CONSTRUCTION. PROJECT DESCRIPTION THIS IS A 2 PHASE PROJECT DESIGN TO INCREASE SALES VOLUME OF THE EXISTING COSTCO WHOLESALE WAREHOUSE. PHASE I CONSTRUCT A NEW OVERSTOCK AND DAIRY COOLER ADDITION OF APPROXIMATELY 2,324 S.F. COOLER TO BE LOCATED ON THE SOUTH SIDE OF THE EXISTING BUILDING ADJACENT THE LOADING DOCK. PHASE II AT A FUTURE DATE CONSTRUCT A NEW 1,813 S.F. STORAGE AND SALES FLOOR ADDITION. THIS ADDITION WILL BE LOCATED ON THE SOUTH SIDE OF THE EXISTING BUILDING BEHIND THE EXISTING RECEIVING AREA. IT WILL REQUIRE REMOVAL OF THE CURRENT OVERSTOCK COOLER 1,240 S.F. FOR A NET INCREASE OF 573 S.F. LEGAL DESCRIPTION ~ PARCEL-~AS SHOWN ,(JN "(:ERT!Ficlirf!h~F-eOMl'UANGE•N,0. 4~~-,\5 EVU]ENC~D-IW p(JCUMENTIRECORIDE(I), NOVEI\IBER •23/1997•AS [NSTf\UMENTJ'tej: 19~7"0~9750~8~,0~F7~0F~,fl~\J/\-~ '" REC~ !lill!G-MORE l'AR"J:lct\)19\!lLY DcSCft!BE(l)cA57RltLQ)VS: PARCEL.Q-OFcPARCEuliAP N(). 1!7544, IN 1'ftE c:m OF•QA~8Mii-E9l!JNTY OF g,N lil!EGO/ $TATE'dF1CAl:lF()RNll\r FILED IN T8E0OF~ICE OF THE COUNT'rl R_lcC;OllgE~[:!iAl'-jC0!5Gq _ COUl'ffY;-JUNE"27,11995, EXCEl'TING TMEilcl'R(l)M THAT•"6R1fON-THEREOF·DESCfUB~;~ Fb bllows: OCCUPANCY: M TYPE: Ill B □ r CODE DATA UNLIMITED AREA FULLY SPRINKLERED VICINITY MAP PALOMAR AIRPORT RO. REGIONAL MAP 78 () ~ z 0 REAL RD ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS ENCLOSURE EQUAL EXHAUST EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FACTORY FINISH FLAT HEAD SCREW FLOOR FURNISHED AND INSTALLED BY OWNER FINISH FIBER REINFORCED PLASTIC PANEL(S) FIRE RETARDANT TREATED FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUMWALLBOARD,GYPSUM HOSE BIBB HANDICAPPED HOLLOW MET AL HORIZONTAL HIGH POINT HEIGHT HEATER HEATING, VENTILATION, AND AIR CONDITIONING INTERNATIONAL BUILDING CODE INSULATION INTERIOR JOINT, JOINTS LONG, LENGTH LAMINATE, LAMINATED LINEAR FOOT LOW POINT LIGHTING FIXTURE LIGHT WEIGHT LIQ MAS MAX MBS MECH MFG MFR MH MIN MIP MISC MO MR MULL MTD MTG MTL NIC NOM NTS DA oc OD OH OP'G OPP OTOO PTN PERP PL PLASLAM PLYWD PLBG PNL PR PROJ PRV PT LIQUID MASONRY MAXIMUM METAL BUILDING SUPPLIER MECHANICAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM METAL INSULATED PANEL MISCELLANEOUS MASONRY OPENING MOISTURE RESIST ANT MULLION MOUNTED MOUNTING METAL NOT IN CONTRACT NOMINAL NOTTO SCALE OVERALL ON CENTER OVERFLOW DRAIN OVERHEAD OPENING OPPOSITE OUT TO OUT PARTITION PERPENDICULAR PLATE, PROPERTY LINE PLASTIC LAMINATE PLYWOOD PLUMBING PANEL, PANELING PAIR PROJECT PRESSURE REDUCING VALVE PRESSURE TREATED QT QTR R RC RCP RD RL REC'D REFRIG REINF REQ'D RO SCHED SC SHT SIM SID SIV SOIC SOIV SQ ss SST STD STL STRUCT SUSP SYS T TOJ TOM TOP TOS TOW T&B TEL QUARRY TILE QUARTER RADIUS REFRIGERATION CONTRACTOR REFLECTED CEILING PLAN ROOF DRAIN RAIN LEADER RECEIVED REFRIGERATION REINFORCING REQUIRED ROUGH OPENING SCHEDULE SOLID CORE SHEET SIMILAR SUPPLIED AND INSTALLED BY OWNER SUPPLIED AND INSTALLED BY VENDOR SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SUPPLIED BY OWNER INSTALLED BY VENDOR SQUARE SERVICE SINK, SANITARY SEWER STAINLESS STEEL STANDARD STEEL STRUCTURE.STRUCTURAL SUSPENDED SYSTEM TREAD, TOP TOP OF JOIST TOP OF MASONRY TOP OF PARAPET TOP OF STEEL TOP OF WALL TOP AND BOTTOM TELEPHONE TEMP TYP UTIL UBC UNO VCT VERT VIF WI W/O WD WDW WHS WP WR WT WWF YD TEMPERED GLASS TYPICAL UTILITY UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD WINDOW WELDED HEAD STUD WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE FABRIC YARD DRAIN SYMBOLS DETAIL DETAIL IDENTIFICATION CUT LINE -DEFINES THE DETAILED ELEMENT SHEET WHERE DRAWN WALL SECTION DETAIL IDENTIFICATION CUT LINE -DEFINES THE DETAILED ELEMENT BUILDING SECTION ~D:Al~DENTIFICATION ~SHEET WHERE DRAWN EXTERIOR ELEVATION ~DETAIL IDENTIFICATION ~SHEET WHERE DRAWN INTERIOR ELEVATION ~ DETAIL IDENTIFICATION 7 SHEET WHERE DRAWN NORTH ARROW ~PROJECT NORTH INDICATOR ~ TRUE NORTH INDICATOR DOOR MARK ~DOOR NUMBER- ~ REFER TO SCHEDULE WINDOW, RELITE OR LOUVER MARK .-0,.--WINDOW NUMBER - \!:!/ REFER TO SCHEDULE REVISION CLOUD AND DEL TA Q& WORK, CONTROL OR DATUM POINT ~0"AFF __ SLOPE DIRECTION WITH DATUM MARK { SLOPE DOWN 1 /8" 4) PER FOOT \lll' SPRINKLER MAIN PROPERTY LINE --FENCE EQUIPMENT MARK ~EQUIPMENT NUMBER - ~ REFER TO SCHEDULE -X---«-X---«-X---«- ROOM MARK ROOM~ROOM NAME ~ROOM NUMBER COLUMN GRIDS _BR_EA_KL_IN_E ___ J'~----- EXISTING CONSTRUCTION TO BE REMOVED -SHOWN DASHED --=----n II F---------- / II / LJ.-_.., ITEM SID OR NIC ,---------7 I I L _________ _J EXISTING CONSTRUCTION TO REMAIN - SHOWN LIGHT BACKGROUND ITEM SOIC OR SIC NEW CONSTRUCTION - SHOWN SOLID MATERIALS lilililiiiil ACOUSTICAL TILE ~ ALUMINUM E2'22J CMU OR BRICK D CONCRETE -EARTH l3E!ll EIFS ~ PLYWOOD 10(@ FINISHED WOOD m I >-1 GRAVEL GYPSUM BOARD I FRPP IN ELEVATIONS MilllJ INSULATION-BATT !El INSULATION -RIGID 1888il INSULATION -SOUND D STEEL r::2J WOOD BLOCKING ~ WOOD MEMBER REFLECTED CEILING SUSPENDED CEILING GRID SYSTEM W/ LAY IN PANELS - 4'X2'UNO WALL TYPES CMU TO 8'-0" AFF WITH METAL BUILDING SYSTEM TO TOP OF PARAPET tt/t//////////tZtZttttttttZtZc SHADED AREA DENOTES METAL CONCRETE WALL SECURITY DECK ABOVE • SPRINKLER DROP (JI) DROP CORD (SEE ELEC) AIR HOSE @) WATER DROP • EXHAUST VENT OR RETURN AIR GRILLE HVAC DIFFUSER FLUORESCENT LIGHTING FIXTURE FLUORESCENT LIGHTING FIXTURE INCANDESCENT OR HID LIGHTING FIXTURES .. 3 518" METAL STUDS UNO AT 16" OC WITH MATERIAL AND FINISH PER SCHEDULE 3 5/8" METAL STUDS AT 16" DC WITH SOUND INSULATION BATTS AND FINISH PER SCHEDULE METAL INSULATED PANELS FREEZER/ COOLER WALLS (SIO) I PALOMAR AIRPORT ROAD X X X X X X X X X X X X X X X X APN - 211 - 040 - 36 - 00 X X X X X NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. C-2Q - COMMERCIAL 14.80 ACRES (644,688 S.F.) COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PROJECT DATA PARKING DATA: PARKING PROVIDED: TOTAL PARKING HANDICAP STALLS 9' WIDE STALLS CLIENT: PROJECT ADDRESS: SITE AREA: ZONING: 951 PALOMAR AIRPORT ROAD CARLSBAD, CA 92009 736 718 18 WITH Q OVERLAY STALLS STALLS STALLS NUMBER OF STALLS PER 1,000 S.F. OF EXISTING BUILDING AREA: (148,231 S.F.)4.97 STALLS 148,231 S.F. 1,096 S.F. 4,040 S.F. 141,855 S.F. TOTAL EXIST. BUILDING EXIST. FOOD SERVICE EXIST. TIRE CENTER EXIST. BUILDING AREA EXIST. BUILDING DATA: TOTAL BUILDING 151,128 S.F. NEW DAIRY COOLER ADDITION 1,383 S.F. NUMBER OF STALLS PER 1,000 S.F. OF PROPOSED BUILDING AREA: (151,128 S.F.)4.87 STALLS PHASE I NEW OVERSTOCK COOLER 941 S.F. RECEIVING ADDITION 1,813 S.F. PHASE II SITE PLAN PRELIMINARY P1.1-02 MARCH 04, 2013 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD M A R C H 0 4 , 2 0 1 3C A R L S B A D , C A L I F O R N I A PRELIMINARY SITE PLANCOSTCO WHOLESALE 0 16' 32' 64'128' 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 CARLSBAD, CA # 462 1,240 S.F.EXIST. OVERSTOCK COOLER NET PHASE I 2,324 S.F. DEMO EXISTING OVERSTOCK COOLER <1,240 S.F.> NET PHASE II 573 S.F. 11111 0 1111 I 111 n I I I I In I I I I I I D n D I I / __,., __,., __,., __,., __,., __,., __,., I I I I □ Lm 76'-7' 25'-8" 75"-: 25' 10' 76'-6' EXISTING CURB & FENCE ..JI 40' i:o 0 "' EXIST. EXISTING REFRIGERATION - 84' -- l EXIST CONCRETE LOAD NG DOCK EXIST. CONCRETE 309'-5" PROPOSED OVERSTOCK COOLER 941 S.F. PROPOSED DAIRY COOLER 1,383 S.F. 0 400' CX) EXISTING RECEIVING RAMP UP PROPOSE~, PHASE I _ __,,..,, \ --- ' I 34 © 20' 24' 4' 24' ~ L 6 (,,\ 20' 24' 40' .......J J @ l;>1 I 6 I. ~ .... ~, ~ EXIST. ENTRANCE ,,.. '6.,. I EXISTING FOOD SERVICE EXISTING TIRE CENTER PROPOSED RECEIVING ADDITION 1,813 S.F. 40' EXIST. FIRE SPRINKLER RISERS co ' en 0 ~ 40' 15 . J0'-B" LJ 33'-10'' ...____ EXIST. CONG. SCREEN WALL "----EXIST. GAS METER EXISTING COMPACTOR I I I I I I I I ' I I I I I I I I t""-------~ 1 EXISTING PARKING Ht + I I EXIST. CART CORRAL I I I IWJJI ~: lllillTTlJ: I I " I w~-c::;::1++---+-f---tl-i=:=}-----+~::::'.::1-+-f-+---+-F1 ,, .. , .. I I I I I I I iZ ~EXISTING CART I ... □ / CORRAL TYP. I : :/~~ +-+-t:=::;:j----jH: I +-+-,~ffi 11111 ~ : 1 ~-+--+-t-L----J._,,"'-.,. L 4 HC 8 ii: I I ~II llll 11 l 1 ll lcJ-Oi J -~,1--+-+-I ~JLl[) ,,, ,, ,, ,, I I I Fn I [7 // EXIST. CHARGING STATION ~ / / EXISTING FENCED DETENTION BASIN TO REMAIN / / I ' / • / / / / / / / / / l I / / / --------7 / / / 0 (!)HG I AD D I T I O N XXX X X X X X X X X X X DF X X X X X X JHGFEDCBA JHH.4 10 A B F G JHH.4G AA AA B.9 C.5 D.2 D.7 E.3 X X X X X X X X X X X X X 0 8' 16' 32'64' 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 CARLSBAD, CA # 462 FLOOR PLAN PRELIMINARY P2.1-02 MARCH 04, 2013 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD M A R C H 0 4 , 2 0 1 3C A R L S B A D , C A L I F O R N I A PRELIMINARY FLOOR PLANCOSTCO WHOLESALE PROJECT DATA 148,231 S.F. 1,096 S.F. 4,040 S.F. 141,855 S.F. TOTAL EXIST. BUILDING EXIST. FOOD SERVICE EXIST. TIRE CENTER EXIST. BUILDING AREA EXIST. BUILDING DATA: TOTAL BUILDING 151,128 S.F. NEW DAIRY COOLER ADDITION 1,383 S.F. PHASE I NEW OVERSTOCK COOLER 941 S.F. RECEIVING ADDITION 1,813 S.F. PHASE II 1,240 S.F.EXIST. OVERSTOCK COOLER NET PHASE I 2,324 S.F. DEMO EXISTING OVERSTOCK COOLER <1,240 S.F.> NET PHASE II 573 S.F. I 7 7 @>--- 1Z-4' 8'-4" c=II===== =:::i EXISTING LANDSCAPING _ -H-1 ~-~ 3 1 E~3 ™ ffi ™ H!=l ---*.-l=IH HH-lli-~ HH ct ==:::i ™.ffi ™ Ht1~- HHHHHHhli 2 >---+-- 3 4 5 ~ • 6 7 >---+-- EXISTING FIRE DEPARTMENT COIINECTIONS 8 f------+-- EXISTING WATER METER EXISTING IRRIGATION 9 f---->-- EXIST. BAKERY COOLER (10'-0' HT.} EXIST. BAKERY EXIST. BAKERY FREEZER (10'-0' HT.) EXIST. MEAT PREP. EXIST. MEAT COOLER EXIST. SLICING DELI El<JST. ~□ 1ST. MEAT/ ICKEN DELI WISS. COOLER COOLER - " e ' I~ 14'-0' PROPOSED PHASE I- I I I I I I I ~~3 I I I d:---h ~3 ~ ..lii.<iJf"l ~2'JtI nu.i..i.... l.E'2'".J!J I~ r70!1lil[aDfl LJLI 24'-1' 18'-4" 50'-(I" 117 I I I I I I I I I I I I • HH HH HH u HH Ht-I HH 1111 - 1111 m 1111 HH HH HH ~ --1fL lli ~ ill 1 17 ill ill 1 17 ill ill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I 11 I I I I I I I 71 71 -+ I Tl I I I I I I I I I I I I I I I I I I I I I 9'-0" 6'" 9'--0' B' B'--0' 6'" !NI" 11!'-11" I I I I I I 111 I I I I I I -+ I I I I I I I I I I I I I I I I LI 11 I LIJ IJ 20'-<I" fl'.<]• 14'-1(1" EXIST. RECEIVING I HEllO EXISTING ORDER DESK, (N.I.C.) f "7 1· I I I I I I I Tl I I I I I I I I I I I I I I I I I I LIJ LIJ 1NI" "~ I • I • • m I I I I I I I I I I L ; : ~ ~ ~ ~ mu, - ™ ™ HH HH -1111 1111 17-4" rn CART STORAGE EE~~~ I EE~~~ ~ m ~ l EE~~'§r I i_=_=-.J I ill ill 1 17 ill ill 1 17 ,7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Tl +-,I I n1 I I I I I I I I I I I I I I I I I I I I I B'-□" 6' " g'-ff' 6' .. . I I I I I I I Tl I I I I I I I I I LIJ I ~ C :::J I lo! •> H.C. I~~ c:..:i'D L c:-=::::::i H.C. c:..:i'D ~ ~,-c.:,D c.:,D ---- ™ HH HH HH HH ~ c:-=::::::i c:..:i'D c:-=::::::i c.:,D c:-=::::::i -l=l!L-J:IH_ HH HH HH LIU HH HH HH LIU PROPOSED RECEl\/lNG ADDITION 1,878S.F. r I ~ ; LIU EXIST. EXTERIOR DOOR EXIST. CONCRETE PATIO SLAB ~PROPOSED PHASE II "\ -~ ' ~ --+-"9~ ~I~ II ~~~ ~~~ ~~I~ ~ I EXIST. STD GE EJOST. TIRE INSTALL -I I ----+-----<0.9 -----+-+-----< 2 -----+-+---i 3 -----+-+-----< 4 -----+-+---i 5 -----+-+-----< 6 -----+-+-----< 7 -----+-+-----< 8 EXIST. EXOT OFFICE. OFFICE. 8 -1 T EXIST. El<lST OFFICE OFFICE. EXIST. EXIST. OFFICE. OFFICE ElOST.1 EXIST ELECT. SREMROOM ROOM 9 I CARLSBAD, CA #462 SCALE: NORTH ELEVATION 1/16" = 1'-0" SCALE: EAST ELEVATION 1/16" = 1'-0" SCALE: SOUTH ELEVATION 1/16" = 1'-0" SCALE: WEST ELEVATION 1/16" = 1'-0" 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 0 4' 8' 16'32' ELEVATIONS PRELIMINARY P3.1-02 MARCH 04, 2013 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD M A R C H 0 4 , 2 0 1 3C A R L S B A D , C A L I F O R N I A PRELIMINARY ELEVATIONSCOSTCO WHOLESALE ~ EXIST TOP OF PANEL 30'-0" ~ EXIST TOP OF PANEL 24'-4" EXIST BTM. OF FRAMING 12'-5" EXIST FIN. FLR. LINE 0'-0" EXIST TOP OF PANEL 30•-o· ~ ~ EXIST TOP OF PANEL 30'-0" EXIST FIN. FLR. LINE 0'-0" EXIST TOP OF PANEL 30'-0" ~ EXIST TOP OF PANEL 24'-4" EXIST BTM. OF FRAMING 12'-5" EXIST FIN. FLR. LINE 0'-0" .., 10 -I ' I I 9.5 I D I I -I I \ l \ EXIST. SCREEN WALL ~ EXIST. ELEC. RM. EXIST. SIGNAGE -- EXISTING CONCRETE TILT-UP PANELS 9 NEW RECEIVING ADDITION - - - - - I I D . I I I ' I I ' ✓ == I I ~ -, """7 ----; --; I L EXIST. SCREEN LEXIST. FENCE EXISTING CONDENSER UNIT TO BE RELOCATED ON NEW COOLER ROOF TRELLIS -I I I I I I I REFRIGERATION PANELS RELOCATE LIGHT ____ _L ______ _ -- NEW OVERSTOCK COOLER NEW DAIRY COOLE EXIST. CONC. TILT-UP PANELS-TYP.---+-r--~ ~----EXISTING CONG.BENCH 8 - D • ... / PROPOSED PHASE II 8.9 D 7 ---- •• ---- 111111 D I... D •• 6 5 - ------- D D D I Q----------7 I -'""' ------"'"""'"'"""""""""""'""""'""'"'~---I ~--7 ~I-~ ~==~======-====~ LJ D ---- 1111E CENTER - / '\ ✓ ' / '-.. NEW RECEIVING ADDITION. MATCH EXISTING EXTERIOR. 4 - EQ. EQ. D V ---- ffi ...,.., EXIST . ELEC.RM. -'---'-"~--------__ -..,;.,;;,------------------------'s===l==---___..:1__EXISTING EXISTING FOOTING COMPACTORS '--1-~-EXIST. SCREEN FENCE --D-- PROPOSED PHASE I EXIST. 8" ACCENT REVEALS -TYP.--~~ --- PROPOSED PHASE II D --- ------- -----□-- • D u EXISTING WALLPACK LIGHTING EXISTING 8" ACCENT REVEALS EXISTING PAINTED METAL EXIT DOORS WI VENT LOUVER ABOVE (TYP.) ---✓ 3 ........................ ··=·-·,____,···____,··· .. . ...... .......... .. .. ;:· ""'"'"'""' :: ......... .. EXISTING DOOR EXIST. TILT-UP PANELS EXIST. SCREEN WALL 2 " ' ........ . •· .. / ..... EXIST. DOORS PROPOSED PHASE I •• ~ ~ D D 1 ~ ' ' EXIST. TRELLIS -- NEW OVERSTOCK COOLER AND DAIRY COOLER ---1------------------I I ~-EXIST. DOOR ~-EXIST. EXIT DOORS EXISTING GAS METER---' I EXISTING REFRIGERATION ROOM--~ /"\ - ' EXISTING DOORS (TYP.) EXISTING 112" CAULKED PANEL JOINTS (TYP) 0 D EXISTING TOP OF PANELS ~ 30'-0 0.9 r-EXISTING CONCRETE TILT-UP PANELS I / /_ - -'\ I EXISTING DOOR ----- EXISTING METAL CANOPY EXIST TOP OF PANEL,... 30'-0"'--' EXIST TOP OF PANEL~ 24'-4" EXIST BTM. OF FRAMING,... 12'-5" '--' EXIST FIN. FLR. LINE~ O'-Oft EXIST FIN. FLR. LINE~ 0'-0 EXIST TOP OF PANEL~ 30•-0· ------------+- TOP OF DAIRY/OVERSTOCK COOLERO 24•-4•U EXIST TOP OF CANOPY o I 16'-4" V -------------\ EXIST BTM. OF CANOPY 0 12'-4"-.::, EXIST FIN. FLR. LINE ~ o·-0· \ EXIST RECEIVING WELL~ AD D I T I O N JHGFEDCBA JHH.4 10 A B F G AA AA B.9 C.5 D.2 D.7 E.3 X X X X X X X X X X X 0 8' 16' 32'64' 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 CARLSBAD, CA # 462 ROOF PLAN PRELIMINARY P4.1-02 MARCH 04, 2013 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD M A R C H 0 4 , 2 0 1 3C A R L S B A D , C A L I F O R N I A PRELIMINARY ROOF PLANCOSTCO WHOLESALE I @ - 0 I • • I 1 I 2 - -~ -~ ~ 3 - 4 - 5 - ~ • 6 >---+---H-----lf-- 7 >---+---H-----lf-- ] EXISTING FIRE DEPARTMENT COIINECTIONS-- 8 >---+--->----a>-- EXISTING WATER METER---, EXISTING IRRIGATION"' '18 " - ~·· ...,,,,,-- -- I I &l'-10' lrvil - ~·· ~ EXISTING RELOCATED CONDENSER I -----------.... 9,--.---JF~""'Fl"'F'-FFiF""'--~..,.....,....--.....,+---t-1,.~ / .. I 9"1-18.F, lb SUS. f;; - I COOLER :!;, I I I COOLERONB.EVATED I ;;= 1.383S.F >---+---+-C ~ --~-__ 1,_ ~O~-~I - -J 9.5 t I/ I / --- I 6 w., PROPOSED PHASE I I --f I I 50'-(I' - I -~ lrvil ~ EXISTING HVAC :~: UNITS, TYP. ~ I --.,~ ~1'-0" ~~ lrvil V ---/, / I " / /r,;·.,,-'\..ro·-2" / ~ ~ ~ ~ ~ ~ ~ ~PROPOSED PHASE II ? --...... 1---0.9 "- 40'-(I" " \ 0 ~I I 1 • • ~ --1 I ~ ~ ---2 I t ---3 I ~ -I --4 ~ ~ • i -""''· --5 TIRE SALES ....... t _,~------->-+-~6 EXIST. TIRE INSTALL _,~------->-+-~7 I I I 66 6 I AND NOTES TITLE SHEET C1.0 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD C A R L S B A D , C A L I F O R N I A TITLE SHEET AND NOTESCOSTCO WHOLESALE 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 CARLSBAD, CA # 462 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 fax 858.597.0335 www.fuscoe.com ABBREVIATIONS ENGINEER'S NOTICE TO CONTRACTOR: KEY MAP EXISTING COSTCO P A S E O D E L N O R T E PALOMAR AIRPORT RD ARM A D A D R VICINITY MAP LEGENDGENERAL NOTES SEWER NOTES AREA OF PROJECT 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MITTTNG SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEmm INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMtmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARD$ E$TABI !SHED BY THE CON$TRI/CTION SAFETY ORDERS TIT/ E B CALIFORNIA ADMINISTRATIVE COD£ THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS W/11 CEASE IMMEDIATFI Y AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE S/7£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCilON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 "c!TY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 "SAN DIEGUITO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)726-1340 * AS APPROPRIATE 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES ANO THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760) 438-3891) 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUM£ SOL£ AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT 8£ LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND 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 SOL£ NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. 3. THE EST/MA TES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT EST/MA TE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAM£ AS A BASIS FOR HIS 8/D(S) AND CONTRACT(S). 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND/OR FIELD SURVEY DATA, AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO 8£ ANTIC/PA TED. THE CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND/OR AN INCREASE IN COSTS) TO THE OWNER AND TO THE ENGINEER OF RECORD, AND SHALL NOT PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY AN APPROPRIATE OWNER REPRESENTATIVE. 5. QUANTITIY CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND EST/MA TED SO/LS INFORMATION, AND SHOULD 8£ CONSIDERED ONLY A ROUGH APPROX/MA TION OF ACTUAL QUANTITIES. 6. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION AND PRESERVATION OF ALL SURVEY MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED MONUMENT RESET BY A QUALIFIED REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT THE DIRECTION OF THE GOVERNING AGENCY. 7. DEMOLITION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND SUBSTRUCTURES (IF APPLICABLE). B. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 9. TH£ CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1-800-422-4133 A MINIMUM OF TWO FULL WORKING DAYS PRIOR TO START OF DEMOLITION, GRADING, OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER MUST 8£ AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY WORK SHOWN ON THIS SET OF PLANS. I I I I COSICO WHOIFSr&E 11111 111111 1, I I FG FS FL /£ NTS RIM TG TP TC TS AC EX TC SD RD OS POC TW/TF U.O.N RSD I I I I lJ1. --I __ \ --1 c::_J1 --1 --J __ I -:; I -_I .-1 I --1 --1 --1 -I ~=J ' ' ' ' -I FINISHED GRADE FINISHED SURFACE FLOW LINE INVERT ELEVATION NOT TO SCALE RIM ELEVATION TOP OF GRATE TOP OF PIPE TOP OF CURB TOP OF SLAB ASPHALT CONCRETE EXISTING TOP OF CURB STORM DRAIN ROOF DRAIN DOWNSPOUT POINT OF CONNECTION TOP OF WALL/TOP OF FOOTING UNLESS OTHERWISE NOTED SAN DIEGO REGIONAL STANDARD DRAWINGS 1· = 80' n 114tm···· -•• /.fas t--t--t--t--t--i---:1 I I ---•-· J :oJ "-/ ill L Ju -~ I - D+r-t I 11 1111 11 11 I ''/ 111 PROPERTY BOUNDARY SAWCUT LINE 6" CURB FOR STORM DRAIN OUTLET CONCRETE (EXISTING) 4 • CONCRETE HARDSCAPE STORM DRAIN (EXISTING) PROPOSED HOPE STORM DRAIN SEWER LINE (EXISTING) 6" PVC SEWER LINE WATER LINE (EXISTING) NEW OIL/SAND SCRUBBER TANK SEWER C.O. SEWER POC OIL/SAND SCRUBBING TANK POC 2" AIR VENT POC STORM DRAIN RD POC ----SD --- ----ss- --s------ ---w--- r---1 I I \ ___ J 0 ,1111 b .... - I N G I FUSCOE N I I I I N G 0 I-IE I EXISTING RECEIVING EX I S T I N G B U I L D I N G EX I S T I N G RE F R I G E R A T I O N EXISTING COSTCO EX I S T I N G S T O R A G E FR E E Z E R DEMO PLAN SURFACE C2.0 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD C A R L S B A D , C A L I F O R N I A SURFACE DEMO PLANCOSTCO WHOLESALE 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 CARLSBAD, CA # 462 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 fax 858.597.0335 www.fuscoe.com DEMOLITION NOTES PHASE I - NEW DAIRY AND OVERSTOCK COOLER PHASE II - NEW RECEIVING ADDITION ' I I I I I I ) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---1 I I I I ~ I I I ~ I I I ~ I I I ~ I f-------c.--------1 I I I I I I I I I I I ~ I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -+- I I I, --------EX. BLDG TO REMAIN ------------- SAWCUT AT BUILDING EDGE 7 l r I --------- I i ---- SAWCUT AT BUILDING EDGE -----------, A ___________ _J [I) REMOVE: EXISTTNG CHAIN LINK FENCE. [ID REMOVE: EXISTTNG STORAGE CONTAINERS, PALLETS, STORAGE RACKS, ANO APPURTENANCES. [I) REMOVE: EXISTTNG CONCRETE SCREEN WALL. [Q] EXISTTNG COMPACTOR TO REMAIN. [I] EXISTING BALER TO REMAIN. [I] EXISTTNG RAMP TO REMAIN. [I) REMOVE: EXISTTNG OIL/SAND SEPARATOR. [8J PROTECT IN PLACE EXISTING FIRE RISERS. IT] EXISTING CONCRETE SCREEN WALL TO REMAIN. QJ PROTECT IN PLACE EXISTING AIR CONDITTONING UNIT. IBJ EXISTING WATER METER, BACKFLOW, AND DOUBLE CHECK TO REMAIN. [I] PROTECT IN PLACE EXISTING FIRE HYDRANT. 00 SAWCUT AND REMOVE: EXISTTNG CONCRETE. [ill EXISTTNG EMERGENCY GENERA TOR TO BE RELOCATED. SEE SHEET C4. D FOR LOCA 7/0N. @] PROTECT IN PLACE EXISTING TRANSFORMER. [fl DEMO EXISTTNG COOLER AND REFRIGERATION EQUIPMENT. @] REMOVE: EXISTTNG CONCRETE BOLLARD. [[] EXISTING CONCRETE BOLLARD TO REMAIN. [[] PROTECT IN PLACE EXISTING FDC. IT] EXISTING COLUMNS TO REMAIN. '!r-x..'-D. It. @] CONTRACTOR TO RELOCATE EXISTING EQUIPMENT PER DIRECTION OF COSTCO. 8' ~ ~ f"'l .e ~ C::---'---~ '],.() l..1;: 1''"' 20 10 0 20 40 60 1~~f-----1 __ 1-----;1 ---- GRAPHIC SCALE IN FEET ,1111 b .... - I N G I No. RCE 44271 EXP. 09-30-13 Civll FUSCOE N I I I I N G 0 I-IE I AND PAVING PLAN GRADING C3.0 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD C A R L S B A D , C A L I F O R N I A GRADING AND PAVING PLANCOSTCO WHOLESALE 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 CARLSBAD, CA # 462 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 fax 858.597.0335 www.fuscoe.com CONSTRUCTION NOTES A A PHASE I - NEW DAIRY AND OVERSTOCK COOLER PHASE II - NEW RECEIVING ADDITION 1"=10'1"=10' EX I S T I N G B U I L D I N G EX I S T I N G RE F R I G E R A T I O N EX I S T I N G R E C E I V I N G EX I S T I N G R E C E I V I N G EXISTING COSTCO EXISTING COSTCO SECTION A-A NOT TO SCALE I I I 3 I I I 3 I } I 3 I 'i / ' I ' / \ I ' I ' i I ' I I I I I 106.41TW 1,.0BTS 74.9TW 64.28FL) I I I I I I 100.0BFF ,:---.~ ·1·--. . . I • .• ... , i .. • ·1· • . . . . . . . . . . . ·=· .• • . : I· .. .. 100.0BFF . . ~1111: • ·1 [·--1-~ ]1[ ~?[-]·.-_·L_.~ -~, ·_. :18-] .. ·. . . . . . . . . ·. . . . . . . -. . N.EW OAiRY· COOLER' ON •. • : -ELEVATED SLAB, : . • ·.1_,383 S:F; 64.39FS MATCH EX NEW OVERSTOCK COOLER 100.0BFFE 4 VISQUEEN BAR/ER COMPACTED SOIL PER~ GEOTECH REPORT 100.0BTS 65.02/E 65.0/E 10 68.58TS 64.74FS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c, ----- 68.58TS 0) 12" HOPE PIPE MANIFOLD OUTLET THROUGH STEM WALL 18"x18" CURB@) -~~ NEW X" CONCRETE SLAB SAWCUT I 96.10FS r--++-+-c-------_.J,----l W/ #4 BARS 12" O.C. BW I I / EXISTING CONCRETE SLAB ~---J-l 1% PROPOSED 12" HOPE PIPE 96_34/E MANIFOLD UNDER SLAB 96_:3:3/E 96.30IE 96.31/E PER STRUCTURAL ..L...--J 1% 4 ' n::ii.z:i:sDD:::'4'.'3-D7 ~-4~-~-~Iii'~~ ---------" _: PROPOSED 6" PVC SEWER @ 2% MIN DOWEL AND BONDING EPOXY PER STRUCTURAL 100.0BFF ·, .... 100.0BTS 99.71FS ...... t.a·: • I _,. .. .. : · .... · : : . ·.. .• . • . . . . • . . • .. ••.• . . • I 65.72FS MATCH EX .· .. . ·. -. . : . . . . . . . . NEW RECElVIN.G • . . . : . ADDITfON . ·, ·.· 1;87~ S:i=:=· . •• .... · [ 65.84FS. MATCH E 66.BOFS 65.98FS . . . ' , . . 68:5B.TS · · .. : . . • • • ·: .' • 67_.61FS FS) "-._ I .. I I I (D NEW SCREEN WALL, SEE ARCHITECTURAL SHEETS FOR DETAIL. (D NEW HEAVY DUTY A.G. PAVING (X"A.C./X" A.B.) @ NEW X" CONCRETE SLAB, SEE STRUCTURAL SHEET FOR STEM WALL, DOWELING AND FOOTING DETAILS. G) RELOCATE EXISTING ROOF DRAIN TO LOCATION SHOWN. @ PROPOSED CHAIN LINK FENCE H=X', SEE ARCHITECTURAL PLANS @ EXISTING CHAIN LINK FENCE TO REMAIN. (D CONCRETE SLAB FOR RELOCATED BACKUP GENERA TOR. PROVIDE 4" MINIMUM HEIGHT LIP. @ INSTALL PROTECTION POSTS PER RSD WM-04. @ INSTALL NEW OIL/SAND SEPARATOR, SEE PLUMBING PLANS FOR DETAIL. MODEL # XXXXX @) ROOF DRAIN DOWNSPOUT. MANIFOLD EXISTING 4" AND 6" DOWNSPOUTS INTO 12" HOPE PIPE. PROVIDE 18"x18"x6" CURB PROTECTION. @ 6" PVC SEWER LATERAL PER CITY OF CARLSBAD sm. DWG S-7. TRENCH AND PIPE BEDDING PER S-5. 99.71FS -,:~ I I . / / C) I I l----11 I I k -I -- -,-- 1-1 I I I I I I ··, -1 I I I I I I T ~ I I I M I I I ~ I I I .9 C>-1 ,a ~!:: 1"" ~ 10 5 0 10 20 30 I ~ I I GRAPHIC SCALE IN FEET @ ROOF DRAIN DOWNSPOUT. @ SEWER CLEANOUT PER CITY OF CARLSBAD sm. DWG S-6. @ PROVIDE CURB INLET MEDIA FILTER INSERT @) EXTEND EXISTING ROOFDRAINS TO NEW INVERT ELEVATION SHOWN IN SECTION A-A I '!r-'t..'-D. It. 8' ~ ~ f"'l ,1111 b .... - I N G I No. RCE 44271 EXP. 09-30-13 Civll FUSCOE N I I I I N G 0 I-IE I UTILITY PLAN C4.0 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD C A R L S B A D , C A L I F O R N I A UTILITY PLANCOSTCO WHOLESALE 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 CARLSBAD, CA # 462 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 fax 858.597.0335 www.fuscoe.com UTILITY CONSTRUCTION NOTES EXISTING COSTCO (100.08FF) GENERAL UTILITY NOTES EXISTING RECEIVING EX I S T I N G BU I L D I N G ' ' ' I I I I I I I I I " I <D I I I I • . ' . ·, . . . ' :¢ : "1 I I I I I • I / 62 6 UBUC WATER EASEMENT DWG 323-9 • . . --- 1//, ..~: ...... :·· .. _:··: .. :· :~.,: ··:_:. ··: . . .... . '' ,• . • :· ... :·:. :. ::·.;_ .: .... _.,•,. ·, ··: :. • 1 . ~ -, . ., . ~ . . . .. . · ··:··\ ~-;:_~~~-~~i;~;':_: ::·i.-I ,_._. ........ • ••• -,: ADDJTtON·. • ... ·:.,.'.::. • •· ·, .. •1:6'/&S·J:• • • ••• ,·::-i·\..: >·-.' ;. ::·":,_"..:"• ·:-:-=·::_-. . ,. •, . '• ._:. :( :. ;,,_.. ' . ., .· ,. · .. ~ ·;.>_.:',"i: >:.:_/ :: _ _.:.: ~-.: .• '_;:··:.::. I T = ---:----- a>oooo I ~L.L..l,~"io • I I I l I ·□ □ □ ◊ .e. ~ :::---'--~ 'l,a '!..t: ,..,,_ 20 10 0 20 40 60 l~~f-----1 __ 1----,1 GRAPHIC SCALE IN FEET 1. THE EXISTENCE AND LOCA 710N OF ANY UNDERGROUND UTTLITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTTONARY MEASURES TO PROTECT THE U71U71ES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTTON OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. QUAN TT TY CALCULA TTONS ARE BASED UPON AERIAL TOPOGRAPHY AND EST/MA TED SOILS INFORMA 710N, AND SHOULD BE CONSIDERED ONLY A ROUGH APPROX/MA TION OF ACTUAL QUANTITIES. 3. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCA 710N AND ELEVATIONS OF ALL EXISTTNG UTILITIES AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTTON. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR MUST NOTIFY UNDERGROUND SERVICE ALERT AT 811 A MINIMUM OF TWO FULL WORKING DAYS PRIOR TO START OF DEMOLITION, GRADING, OR CONSTRUCTTON OF ANY KIND. THE USA TICKET NUMBER MUST BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY WORK SHOWN ON THIS SET OF PLANS. 5. IMPORTANT NOTTCE: SECTTON 4216 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTTFICA 710N NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT. TOLL FREE 1-800-422-4133, TWO DAYS BEFORE YOU DIG. 6. TRENCH SPOIL MAY NOT BE SUITABLE FOR BACKFILL. SOILS ENGINEER WILL DETERMINE SUITABILITY OF SPOIL AT TTME OF EXCAVATION. 7. CONTRACTOR SHALL PROVIDE PUMPS AS NECESSARY TO KEEP EXCAVATED TRENCHES DRY. 8. BACKFILL FOR UNDERGROUND STRUCTURES SHALL BE PER SPECIF/CA TTONS OF THE SOILS ENGINEER. 9. CONffiACTOR TO DEMOLISH AND REMOVE ALL EXISTING IMPROVEMENTS IN CONFLICT WITH PROPOSED IMPROVEMENTS 10. CONffiACTOR TO POTHOLE AND VERIFY ALL EXISTING UTTLITTES AT PROPOSED UTTLITY CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTTFY THE ENGINEER OF WORK OF ANY DISCREPANCIES OR POTENTTAL CONFLICTS IMMEDIATELY. 11. ALL UTTLITIES PER THIS SHEET SHALL BE PROVIDED TO 5' FROM THE FACE NEW OF BUILDING. SEE ARCHITECTS PLANS FOR CONTINUA 710N. 12. CONffiACTOR TO PROVIDE FINAL PLUMBING PLAN AND PERMIT NECESSARY FOR CONSffiUCTION. POTHOLE AND VERIFY EXISTTNG UTILITY PRIOR TO COMMENCING CONSTRUCTTON. CONTRACTOR SHALL NOTTFY THE ENGINEER OF WORK OF ANY DISCREPANCIES OR POTENTIAL CONFLICTS IMMEDIATELY. TRENCH AND RESURFACING '!r-x.-'--D. It. 8' ~ ~ f'l No. RCE 44271 EXP. 09-30-13 Civll OIL/SAND SEPARATOR TO BE SUPPLIED BY OTHERS. SEWER TRENCH. BACKFILL PER SOILS REPORT. CONNECT x• PVC LATERAL TO 8" MAIN PER X. ,111! FUSCOE b .... - NEW ROOF DRAIN DOWN SPOUTS . EXIST. MEDIA FILTER INSERT IN EXISTING CURB INLET STRUCTURE. NEW GENERA TOR-ELECTRICAL SERVICE PER ELECTRICAL PLANS. I N G I N I I I I N G □ I-IE I PLAN EROSION CONTROL C5.0 94-0150-20 CARLSBAD, CA 92009 951 PALOMAR AIRPORT ROAD C A R L S B A D , C A L I F O R N I A EROSION CONTROL PLANCOSTCO WHOLESALE 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 MulvannyG2.com t 425.463.2000 | f 425.463.2002 CARLSBAD, CA # 462 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 fax 858.597.0335 www.fuscoe.comEROSION CONTROL NOTES EXISTING RECEIVING EXISTING COSTCO P L BMPS TO BE IMPLEMENTED: GENERAL NOTES:EROSION CONTROL LEGEND BMPS TO BE IMPLEMENTED: EROSION CONTROL (EC) NOTES: EROSION CONTROL NOTES TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION PHASE I PHASE II1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT ____________ AT _______ (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40?.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90?. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. H YDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100?. COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100?. COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDEO GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: D. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPH6LECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA ANO APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATER/AL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50?. OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15?. SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLA TT£R THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. I I I I I 15'-PUBLI • WATER I I [ EASEMENT PER DWG J2J-9 " co ' ' ffi INLET PROTECTION PER CASQA SE-10 I\ SILT FENCE AND PERIMETER CONTROL AND LI:, SCREEN FENCE PER CASQA SE-1. LINEAR SEO/MEN T CONTROL PER EC NOTE J CONSTRUCTION INLET PROTECTION PER EC NOTE 1 ~ GRAVEL BAG BERM PER SE-6 6' HIGH CONSTRUCTION FENCE (CHAIN LINK WITH SCREENING) LIMIT OF WORK, PROVIDE PERMITER CONTROL PER EC NOTE 2 STREET SWEEPING AND VACUUMING PER SE-7 STABILIZED CONSTRUCTION ENTRANCE SHAKER PLATE . cx::::x::x:, . -x--x--x--x-- G) INLET PROT£CTION TYPE B, DANDY SACK OR DANDY CURB SACK, INSTALL PER MANUFACTURERS RECOMMENDATIONS r::;-... PERIMET£R CONTROL BMP. USE WEIGHTED FIBER ROLLS, SILT FENCE, 10• '-!:.J TRIANGULAR SILT DIKE OR APPROVED EQUAL @ LINEAR SEDIMENT CONTROL BMP. USE FIBER ROLLS, EROSION EEL, TRIANGULAR SILT DIKE, OR APPROVED EQUAL. PROVIDE AT INT£RVALS SPEC/RED IN THE CALIFORNIA GENERAL PERMIT (CGP), 40' MAX. G) 6' HIGH CHAIN LINK CONSTRUCT/ON FENCE WITH SCREENING r2\ CONTRACTOR RESPONSIBLE FOR CLEANUP, REPAIR OF DAMAGED A.G., OR '-:!,J LANDSCAPING AND TO RE-STRIPE WITHIN LIMITS OF PERIMET£R FENCING. 62 • SE-7 SE-10 • NS-1 NS-2 • NS-J SCHEDULING SILT FENCE FIBER ROLLS GRAVEL BAG BERM STREET SWEEPING ANO VACUUMING (SSV) STORM DRAIN INLET PROTECTION WATER CONSERVATION PRACTICES OEWA TERING OPERATIONS PAVING ANO GRINDING OPERATIONS NS-6 • NS-8 • NS-9 • NS-10 • NS-12 • NS-1J " WM-1 • WM-2 1. LOCATION OF BUILDING AND ACTIVITY AREAS (E.G. FUELING ISLANDS, WASTE CONTAINER AREA, WASH RACKS, ETC.) IS TO BE DETERMINED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ADDED TO THIS PLAN. 2. CONTRACTOR SHALL NOTE ON THIS PLAN THE LOCATIONS, IF ANY, OF FUEL, PORTABLE SANITARY OR SEPTIC SYSTEMS, PESTICIDES, FERTILIZERS OR OTHER HAZARDOUS MATERIAL. THESE AREAS SHALL BE COVERED, MAINTAINED, AND CONTAINED ONSl1E PER WM-1 THROUGH WM-10. 3. FOR PERMANENT LANDSCAPING DETAILS SEE BUILDING PLAN 4. ALL CONSTRUCTION GA 1ES SHALL BE SLIDING ONLY 5. CONTRACTOR SHALL PROVIDE A PAVEMENT PHASING PLAN. BMPS SHALL BE NOTED ON EACH PHASE. THIS PLAN SHALL REFLECT DA TE OF INSTALLATION AND REMOVAL AS MARKED BY SUPERINTENDENT. 6. ALL BMPS SHALL BE INSTALLED PRIOR TO STARTING WORK r I ----------------, I I I .e L',;t..E:: 1''"' '),\) 20 10 0 20 40 60 I ~,-----1 1--1 ~------ ILLICIT CONNECTION/DISCHARGE WM-J STOCKPILE MANAGEMENT VEHICLE ANO EQUIPMENT CLEANING (VEC) VEHICLE ANO EQUIPMENT FUELING (VEF) VEHICLE ANO EQUIPMENT MAINTENANCE (VEM) CONCRETE CURING • WM-4 " WM-5 " WM-6 WM-8 " WM-7 WM-9 SPILL PREVENTION AND CONTROL SOLID WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT (CWM) CONTAMINA TEO SOIL MANAGEMENT (CSM) SANITARY WASTE MANAGEMENT CONCRETE FINISHING MATERIAL DELIVERY AND STORAGE (MS) MATERIAL USE NOTE: BMP NUMBERS REFERENCE CA BMP HANDBOOK • EC-1 • SE-1 • SE-5 • SE-6 SE-7 • SE-10 • NS-1 • NS-2 • NS-J NS-6 • NS-8 NS-9 • NS-10 NS-12 • NS-1J WM-1 • WM-2 WM-J WM-4 SCHEDULING SILT FENCE FIBER ROLLS GRAVEL BAG BERM STREET SWEEPING AND VACUUMING (DAILY OR MORE OFTEN) STORM DRAIN INLET PROTECTION WATER CONSERVATION PRACTICES DEWA TERING OPERATIONS PAVING AND GRINDING OPERATIONS ILLICIT CONNECTION/DISCHARGE VEHICLE AND EQUIPMENT CLEANING (VEG) VEHICLE AND EQUIPMENT FUELING (VEF) VEHICLE AND EQUIPMENT MAINTENANCE (VEM) CONCRETE CURING CONCRETE FINISHING MATERIAL DELIVERY AND STORAGE (MS) MATERIAL USE STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT WM-6 WM-8 WM-7 • WM-9 HAZARDOUS WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT (CWM) CONTAMINATED SOIL MANAGEMENT (CSM) SANITARY WASTE MANAGEMENT NOTE: BMP NUMBERS REFERENCE CA BMP HANDBOOK GRAPHIC SCALE IN FEET '!r-x.-1... D. It. 8' ~ ~ f"l ,1111 b .... - I N G I No. RCE 44271 EXP. 09-30-13 Civll FUSCOE N I I I I N G 0 I-IE I