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HomeMy WebLinkAbout2004-05-19; Planning Commission; ; CUP 03-30 - CALAVERA RECYCLED WATER PUMP STATIONThe Gity of Carlsbad Planning Department A REPORT TO THE PLANNING COMMISSION Item No, ® Application complete date: March 1,2004 P.C. AGENDA OF: May 19, 2004 Project Planner: Eric Munoz Project Engineer: Frank Jimeno SUBJECT: CUP 03-30 - CALAVERA RECYCLED WATER PUMP STATION - Request for approval of a Conditional Use Permit to constmct and operate a recycled water pump station on a .21-acre Water District site within the Village X residential subdivision on property generally located west of College Boulevard, south of Carlsbad Village Drive within the Calavera Hills Master Plan and Local Facilities Management Zone 7. I. RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 5628 APPROVING Conditional Use Permit CUP 03-30 based on the fmdings and subject to the conditions contained therein. II. INTRODUCTION The Carlsbad Municipal Water District owns a .21-acre site designated for development of a recycled water pump station within Village X of the Calavera Hills Master Plan. The site is currently vacant and the future use of the site as a City recycled water pump station will be formally disclosed to future residents of the adjacent Village X single-family development. This city facility will be part of a new Citywide network being planned and implemented to provide recycled water services. The proposal involves the construction, operation and maintenance of a recycled water pump station on the site, related piping and a surge tank. This facility will allow recycled water to be pumped to upper pressure zones and high elevation sites within the City, as well as allow the reduction of pressure from higher-pressure zones for recycled water use in lower pressure zones. Existing zoning on the site is Planned Community (P-C) and is regulated by the Calavera Hills Master Plan. This site, located within Village X as shown on the attached Location Map, is designated for the use proposed. No other entitlements are required to allow for the proposed public improvements; this use is allowed via conditional use permit approval in any zone citywide. Planning Commission has fmal action on the Conditional Use Permit. The project is depicted on Exhibits "A" - "G" dated May 19, 2004. III. PROJECT DESCRIPTION AND BACKGROUND The proposed recycled water pump station structure is approximately 15 feet in height with a total area of approximately 704 square feet. The stmcture will be architecturally treated with CUP 03-30 - CALAVERA RECYCLED WATER PUMP STATIO May 19, 2004 Page 2 colored block masonry walls so that the pump station stmcture is compatible with the adjacent recreation area building associated with the Village X subdivision. The proposed location onsite sets it back approximately 20 feet from College Boulevard at its closest point, and perimeter and street frontage landscaping will partially screen the pump station from College Boulevard and public views. The pump station will house pumping units and related electrical and mechanical equipment. The pump station will be capable of assisting with the supply of recycled water to various areas of the city with a pumping capacity of 1,240 gallons per minute. A surge tank is also proposed onsite in a screened location as shown on the project exhibits. The 12-foot long cylindrical tank will have a 1,200-gallon capacity with a 4-foot diameter. The frontage of the property is currently unimproved but will be developed with the same landscaping and wall materials as the Village X subdivision. The project is subject to the following: A. General Plan; B. Zoning Ordinance; and C. Conditional Uses (Chapter 21.42 of the Zoning Ordinance). IV. ANALYSIS The staff recommendation for approval was developed by analyzing the proposal's consistency with applicable policies and regulations. Compliance is summarized below. A. General Plan The site's General Plan designation is Residential Medium (RM), however, the .21-acre site has been designated for a recycled water pump station site and no residential uses are intended nor allowed on this site. Since the primary function of the site is the delivery of water services, it is vital for the development and well being of the community and the City in general. The project is consistent with the City's General Plan designations and associated Calavera Hills Master Plan. B. Zoning Ordinance The site's zoning designation is P-C and the use is consistent with goveming Calavera Hills Master Plan approval of Village X, of which one lot was deeded to the Water District for the implementation of this public works project as part of the recycled water program citywide. Therefore, the proposed project is consistent with the site's zoning designation and appHcable master plan. C. Conditional Uses A Conditional Use Permit (CUP) is required for the proposed water pump station and all of the required fmdings for a CUP can be made. Below is a summary of the required fmdings as contained in Planning Commission Resolution No. 5628. CUP 03-30 - CALAVERA RECYCLED WATER PUMP STATIO^ May 19, 2004 Page 3 The requested use is necessary and desirable for the development ofthe community in that it will enhance the City's infi"astmcture in supplying reclaimed water for future needs. This will augment potable water supplies and infrastmcture. In addition, the use is consistent with the General Plan and will not impact existing or future pennitted uses in the area since the site is vacant and intended for the development ofthe proposed use. The site is adequate in size and shape to accommodate the proposed use without impacting other existing or future planned improvements to the site. There will not be any significant visual impacts since the pump station will be enclosed in a building with architectural design features as depicted on the project exhibits. Landscaping consistent with the Village X landscaping including College Boulevard plantings will be provided for compatibility; and the site allows for the adequate placement ofthe pump station, surge tank, access and maintenance area. All of the yards, setbacks, walls, landscaping and other features necessary to adjust this use to existing future permitted uses in the area will be provided and maintained, such as the landscaping described above; and access to the site will be limited to City staff. The College Boulevard street system, with the frontage improvements required of this project, will be adequate to handle the traffic generated by this project since only City staff will access the site; general public use or access is not allowed. V. ENVIRONMENTAL REVIEW The project will not create any significant environmental impacts since the site is already graded and speciflcally designated for a recycled water pump station use. No significant environmental impacts will result from the project, including no significant traffic, visual, odor, noise or land use impacts. Since a reclaimed water pump station is proposed, not a sewer transmission piunp station, there is not an odor issue. No odors are associated with other existing water tanks or pump stations in the City. A noise analysis was also submitted with this proposal dated Febmary 2004. College Boulevard will be a major source of noise for the general area. Although the Village X subdivision was approved with sound walls to maintain compliance with the City's outdoor daytime noise standard of 60 dB(A). The noise study shows compliance with nighttime (7:00 p.m. to 7:00 a.m.) sound limits of 45 dB(A) in that none of the adjacent residential properties will have a non- compliant noise impact sourcing from the proposed pump station. Therefore, the project qualifles for a Categorical Exemption as allowed by CEQA, specifically Class 3, Section 15303 which exempts the New Constmction of Small Stmctures (outside of environmentally sensitive areas) from environmental review. A Notice of Exemption will be filed after project approval. CUP 03-30 - CALAVERA RECYCLED WATER PUMP STATIO: May 19, 2004 Page 4 ATTACHMENTS: 1. Planning Commission Resolution No. 5628 (CUP) 2. Location Map 3. Background Data Sheet 4. Disclosure Statement 5. Reduced Exhibits 6. Exhibit "A" - "1" dated May 19, 2004 EM:bd:nih f SITE CALAVERA RECYCLED WATER PUMP STATION CUP 03-30 BACKGROUND DATA SHEET CASE NO: CUP 03-30 CASE NAME: CALAVERA RECYCLED WATER PUMP STATION APPLICANT: CITY OF CARLSBAD REQUEST AND LOCATION: Recycled Water Pump Station on west side of College Boulevard South of Carlsbad Village Drive. LEGAL DESCRIPTION: Lot 118 of CT 01-06 filed in the Office ofthe Countv Recorder of San Diego Countv. State of Califomia on October 29. 2003 APN: 168-331-92 Acres: 21 Proposed No. of Lots/Units: N/A GENERAL PLAN AND ZONING Land Use Designation; RM Density Allowed: 4-8 du/ac Density Proposed: N/A Existing Zone: Planned Communitv (P-O Proposed Zone: N/A Surrounding Zoning, General Plan and Land Use: Zoning General Plan Current Land Use Site P-C RM Vacant/Designated site North P-C RLM Residential - Village X South P-C RLM Single Family East Major Arterial Major Arterial College Boulevard West P-C RLM Residential - Village X PUBLIC FACILITIES School District: Carlsbad Unified Water District: Carlsbad Sewer District: Carlsbad Equivalent Dwelling Units (Sewer Capacity): 0 • • ENVIRONMENTAL IMPACT ASSESSMENT Mitigated Negative Declaration, issued Certified Environmental Impact Report, dated_ Other, Categorical Exemption Class 3. New Constmction of Small Stmctures Citv of Carlsbad Planning Department DISCLOSURE STATEMENT Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part ofthe City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as "Any individual, fimi, co-partnership, joint venture, association, social club, fratemal organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county,- city municipahty, district or other political subdivision or any other group or combinadon acting as a unit" Agents may sign this document; however, the legal name and entity of the applicant and property owner must be provided below. 1. APPLICANT (Not the applicant's agent) Provide the COMPLETE. LEGAL names and addresses of ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership, include the • names, title, 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 (N/A) IN THE SPACE BELOW If a publiclv-owned corporation, include the names, tides, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person William E. Plummer Corp/Part Title Deputy City Enqineer Title Address 1635 Faraday Avenue Address Carlsbad, CA 92008 2. OWNER (Not the owner's agent) 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, title, addresses of all individuals owning more than 10% ofthe shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publiclv- owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person William E. Plummer Corp/Part Title c/o CMWD. Deputy Citv Engineer Title Address Address 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-4600 • FAX (760) 602-8559 ^ NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to (1) or (2) above is a nonprofit organization or a trust, list the names and addresses of ANY person serving as an officer or director of the non-profit organization or as tmstee or beneficiary ofthe. Non Profit/Trust Non ProfitTrust Title Title Address Address Have you had more than $250 worth of business transacted with any member of City staff. Boards, Commissions, Committees and/or Council within the past twelve (12) months? I I Yes 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 owner/date Signature of applicant/date /U7 yPh.-^ f i./^n t-yi p. Print or type name of owner Print or type name of applicant /A A^~03> Signature of owner/applicant's agent if applicable/date Print or type name of owner/applicant's agent H:ADMIN\COUNTER\DISCLOSURE STATEMENT 5/98 Page 2 of 2 (SONSTWLICTION LE6ENP (Br DEVELOPER) SITE COORDINATE DATA POINT 0 NORTHING EASTING • ESCRIPTION 200.98 449.00 PTOPERTT CORNER 2 100.00 449.00 PROPERTY CORNER 100.00 376.54 PBOPEBTV CORNER 130.25 340,56 PROPEHTY CORNER 5 1 53.97 360.50 PHOPERTr' CORNER 6 220.73 393.S6 PTOPERTr CORNER 1B8.a3 423.92 SULDMC CORNER 8 U9.75 390.53 RETAINIW: HMU. END 9 137.51 384.41 RETMNING WAa AP 112.87 361.23 RETAINING WALL ENO I 183.06 407.18 RCTAMNC WALL AP 2 198.00 422.61 RETAiMNG WAU AP 3 196.00 441.33 137.67 441.33 PILLW CORNER 5 123.67 441.33 PlLLW CORNER 6 100.67 441.33 CQNCRET? PAD CORNER 114.67 410.45 aOWUNE KP 8 114.67 439.21 CATCH SASM COTER 200.00 440.67 GRATE CENTER 20 200.00 421.80 v-OITCH AP/CS 21 184.24 405.53 W-OTCH AP/G8 22 1 64.95 395.89 v-oircM HP 22 138.67 382.76 V-DITCH AP/oa 2* 130.91 375.45 25 114.92 360.34 V-WICH ENO . 26 106.67 427.00 TANK CENTER 191.67 434.33 TRANSFORMER CENTER 1B7.16 413.27 KETTR PANEL CENTER CUP 03-30 0 PUMP STATION WASONRY BLOCK BUILDING (?) SUF?GE TANK Q) SPLIT FACE kWSONRT BLOCK * 0 SPUT FACE MASONRY SLOCK RETAINING WALL ® SOGAE TRANSFORMER ® SDC4E METER PANEL 0 20" ORNAMENTAL IRON DOUBLE SWING GATE ® 15' ORNAMENTAL IRON ROLUNG GATE ©I @ '6«16 PILASTER WITH STUCCO FINISH 0 2'-D" WIDE CONCRETE V-DITCH MATERIAL UST AND DESCRIPTION OF WORK 0 UPON SUCCESSFUL COMPLETION OF TESTING PER PIPE MATERIAL SCHEDULE REQJIREIilCNTS, CONNECT PROPOSED PIPING TO PVC PIPELINE BY OTHERS (REMOVE EXISTING PIPEUNE CAP OR PLUG AND THRUST BLOCK). PRIOR TO PIPE FABRICATION OF BELOW GRADE 12" RW AND 1 " CONTRACTOR SHALL POTHOLE PVC PIPELINES BY OTHERS TO CONRRM THE HORIZONTAL AND VERTICAL LOCATIONS OF EACH PIPEUNE CONNECTION POINT. PROVIDE PUSH ON ffl- FLANGE END AOAPTZR, AOAPTER FITTING 5HALL BE ODLIBLE WRAPPED WITH 8 MIL THICK POLYETHYLENE PER AWWA C105. 0 CORRuCyiTED STEEL PIPE INLET (TYPE 8) WITH GRATE PER SDRSD 0-16 AND 0-17, PRO/IDE 2'-0' OIA. C.S.P. INLET AND GRATE IN LIEU OF 3'-0" DIA. SHOWN ON SIO. OWG. ® PRIOH TO COMMENCING CONSTRUCTION OF BELOW GRADE 4"D. CONTRACTOR SHALL POTXOLE EXISTING 4'S BY OTHERS TO CONHRM THE HORIZONTAL ANO VERTICAL LOCATION OP THE CONNECTION POINT. UPON SUCCESSFUL COMPLETION OF TESTING PER PIPE MATERIAL SCHEDULE REQUIREMENTS, CONNECT PROPOSED 4T3 TO 4"S BY OTHERS {REMOVE EXISTING PIPEUNE CAP OR PLUG). 0 AT GRADE. 2 WIRE TTST STATION WITH ANODES PER CMWO STD. OWG. WZe. CONTRACTOR SHALL CONFIRM LOCATIONS WITH INSPECTOR PRIOR TO INSTALLATION. CUP 03-30 SITE PIPING COORDINATE DATA POINT 0 NORTHING EASTINC CG ELEVATION DESCRIPTION 1 130.17 449.00 196.2t CONNECTION POINT [SUCTION) 2 1 78.48 449.00 197.8± CONNECTION POINT (DISCHARGE) 3 106.67 427.00 198.00 BELOW GRADE 90* BEND 124.57 423.00 199.00 63-± GENQ 5 141.83 386.46 199.00 90' BENO 6 125.17 429.26 199.90 27-± BEND 7 138.27 403.05 200.50 S 142.29 401.71 200.60 45' BEND 9 130.17 430.44 196.2± 27-± BEND 10 136,93 416.92 198.00 90- BEND 11 160.33 428.62 196.00 16'«12" TEE 12 164.52 434.83 198.00 12" TEE 13 178,48 434.63 197.8± 12' TEE 178.48 425.76 206.0/197.8± BELOW GRADE 90" BEND 15 125.1 7 449.00 195.5± CONNECTION POINT (SEWER) 16 125.1 7 437.00 199.75 VPl 17 175.09 41B.10 201,35 C.O.T.G. 18 130.20 376.14 SEE PLAN CONNECTION POINT {STORM DRAIN) 19 114.67 391.67 SEE PLAN 45' BEND 20 149.52 434.83 198.00 45" BENO 21 141.68 427.00 198.00 45' BEND 22 133.35 424.07 196.2± VPl 23 164.53 430.71 198.00 65-± BENO 24 144.67 449.00 192.1 ± CONNECTION POINT (STORM DRAIN) 25 200.00 449. OD 199.6± CONNECTION POINT [STORM DRAIN) « hourtBEFORE' -[800)422-4133 CUL Undirgreunij Strwa UeH KagGED APPROVED BY RECISTEREO ENGINEER N REVISION DESCRIPTION [HPROVEUENT PLANS POH: ENCINA BASIN WATER RECUM.IATION PROGRAU. PKASE 11 CALAVERA RECYCLED WATER PUUP STATION STTE PPN3 AIO ELECmCAL PLAN APPROVEO; WILUAM E PLUMMER "Y ENGINEER PE 28176 EXP. 03-31-( CUP 03-30 ALL PUMP DISCHARGE VALVES ANO FTTTtNGS (RW) SHALL BE SurTASLE FOR A WORKING PRESSURE OF 250 P.S.I, M . BE EQUIPPED WITH 250/300 LS. FLANGES. MATERIAL AND WORK DESCRIPTIONS {DWGS. M-l. M-2, & M-3): (T) 6" RESIUENT WEDGE GATE VALVE WfTH HAND WHEEL OPERATOR, FLG. X FLG. (D 6" VICTAUUC COUPUNG. (S) 6" PRESSURE REUEF VALVE (SUITABLE FOR 300 LB. WORKING PRESSURE), SET AT 200 P.S.I, (4) 12"X12"X6'' TEE (PLAIN X PLAIN X flO.). (5) 12"X8' ECCENTRIC REDUCER, TOP LEVEL (FLG. X PLAIN). (?) FLOOR DRAIN WITH CAST IRON GRATE AND BRONZE STRAINER (ZURN Z415 OR EOJAL). (7) 60 HP VERTICAL TURBINE PUMPING UNIT. (S) TWO ^ AND (s) 8" FLG. SILENT CHECK VALVE. @ S" VICTAULIC COUPUNG. (n) 8' FLG. RESIUENT WEDGE GATE VALVE WTTH HAND WHEEL OPERATOR. (12) 12'X12"X8' TEE (PLAIN X PLAIN X FLG.). ^3) CORE DRILL MASONRY WALL FOR 8" RWD. PROVIDE 1 ^ OF PIPE AND BLOCK WALL. RLL ANNULAR SPACE W 1/2" DEEP SEALANT AT OUTSIDE FACE OF WALL Q) 8" FLG. MAGNETIC FLOW METER. (T^ 12'X8" REDUCING 90" ELBOW (PLAIN X FLG.). @ 12' STO. WT. CML WSP DISCHARGE HEADER. (TT) B" STD. WT. CML. WSP PUMP DISCHARGE. (Ta) FABRICATED STEEL DISCHARGE HEAD PER SPECIFICATIONS. (ig) 12" RESILIENT WEDGE GATE VALVE (FLG. X FLG.) WITH VALVE CAN ASSEMBLY PER CMWD STANOARO DRAWING ^ W16. VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED wrrH 250 L9. FLANGES. (5S) 1/2" VOLUTE DRAIN FROM PUMP HEAD TO DRAIN. 1/2" TYPE K COPPER TUBING. (2j) PROVIDE A 2' GAP BETWEEN END OF COPPER TUBING AND DRAIN PIPE. @ 16'X16"X12' TEE (PLAIN X PLAIN X FLG.) @ 12" RESILIENT WEDGE GATE VALVE WITH VALVE CAN ASSEMBLY PER CMWD STANOARD DRAWING W16. @ 12'X6" LONG RADIUS REDUCING ELBOW (FLG. X FLG.). (g) 12" 90" ELBOW (PLAIN X PLAIN). ^ 6" RESIUENT WEDGE GATE VALVE WTTH HAND WHEEL OPERATOR. FLG. X FLG.. VALVE SHALL ^ BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH 250 lfl. FLANGES. @ 12" BUTT STRAP. (SS) 16" STO. WT. CML & TC, WSP SUCTION HEADER, (29) RUNNING TRAP WITTH ADJUSTABLE CLEAN OUT TO GRADE, ZURN, JOSHAM. OR EOUAL, @ AIR COMPRESSOR AND 60 GALLON RECEIVER. (31) 16" 90* ELBOW (PLAIN X FLG.). (32) 16'X12" CONCENTRIC REDUCER (PLAIN X FLG.). (33) 12" LONG RADIUS SMOOTH BEND 90^ ELBOW, TRIMMED TO 63-± (FLG. X FLG,). (g) 12* 90- ELBOW (PLAIN X FLG.). (35) 12"X12-X1Z' TEE {PLAIN X FLG. X FIG.). @ 12"X12"X12" TEE (PLAIN X PLAJN X PLAIN). (3^ B' RESIUENT WEDGE GATE VALVE WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DRAWING W16. (^ 12'«a" CONCENTRIC REDUCER (FLG. a PLAIN) @1 8" SHORT RADIUS 9a ELBOW (PLAIN X FLG.). @ 8" STD. WT. CML, WSP DISCHARGE HEADER (41) FIRE EXTINGUISHER MOUNTED TO MASONRY WALL CONFIRM LOCATIONS WITH OWNER PRIOR TO ^ INSTALLATION. FIRE EXTINGUISHER SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 1052Q. PUMPING UNIT PERFORMANCE CCNCIIIQN nSCHWGE [GPW] TOIAL ormtc HEU [FT] UMHUU Emaocr [<] 1 440 M7±1S 75.0 2(1) 620 250 B3.5 3 SOO 1U11S 77.0 UINIMUM SHlfT-OFF HEAD 315 FT. SELECTED MOTOR SIZE 60 HP. MECHANICAL FLOOR PLAN UBC OCCUPANCY CLASSIFICATION: GROUP F UBC CONSTRUCTION; TYPE I BUILOING SOUARE FOOTAGE; 715 sq, tt. PUMP STATION NORTH 1-(800)422-4133 CAa Uddcrground Stnict Ueri NOTE: (1) DESIGN CONOmON WITH TWO PUMPS OPERATING Kpgcm REVISION DESCRIPTION M-OP AS BUILT ^1 CITY OF CARLSBAD 1^=^ ENGINEERING DEPARTMENT [ | a OIPROVEUENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGHAU, PHASE II CALAVERA RECYCLED WATtR PUUP STATION EOUFMBfT BULDMQ hECHAMCAL PLAN APPROVED; WILUAM E. PLUMMER DEPUTY CITY ENGINEER PE 2S176 EXP. 03-31-( CUP 03-30 JHL ROOF MOUNTED^ EXHAUST FAN (EF1) - ROOF MOUNTED EXHAUST FAN (EF2) - DOUBLE L£AF ROOF HATCH WITH SKYUGHTS (TYP.) .1 OF SUCTION BELL) (BOTTOM OF SUCTION CAN) PUMP STATION NORTH ROOF PLAN SECTION BOOSTER PUWP *a hourtBEPORE"'!'^'"' ^-(800)422-4133 CUi Underground Service Alert KDIEGED REVISION DESCRIPTION OTHER APPROVAL M-2CUP "AS BUILT" REVIEWED BY; CITY OF CARLSBAD |l«"=i ENGINEERING DEPARTMENT I 9 lUPROVEUENT PLANS PGR: ENGNA a^StN WATER RECLAMATION PRDGRAU, PhiAS CAIAVERA RECYCLED WATER PUMP STATION EQUFItBn-BULDMQ hECHAMCAL HOOF PLAM AND SECTON APPROVED: » t. PLUMMER DEPUTY OTY ENGINEER PE 2B176 EXP. Q3-31-e PROJECT NO. 3889 -cotnuoiKWfT -ROOFSOJPPBt-SEE DET. 2Sf€Er5-3 CUP 03-30 -TOP OF WALL EL 2ia67 ROOF PLAN SCALE: 3/8" = V-V SCALE; S/r > I'-CT ELEVATION KEY PLAN SttL£: 1/16" = l'^r 1-(800)422-4133 UlL IhidirgrMnd Strrict Unii ASILUS ^ASSOCIATES ADCBITECTAINC 3602 UnmAr AM. - R'l* REVISION DESCRIPTION OTHER APPROVAL A-iajp "AS BUILT' P.E EXP. . s"=='l CITY OF CARLSBAD ENGINEERING DEPARTMENT 11 9 IKPHOVEMENT PUNS POR: ENCINA BASIN WAT^R RECLAMATION PROGRAM. PHASE H CALAVERA RECYCLED WATER PuMP STATION EOinefr BLtlMQ FLOOR-t-ROCF rUNS APPROVED: WILUAM E. PLUMMER OEPUTT OTY ENONtER PE2B176 EXP 03-31-06 OATE om BY: _SU£^|[ PROJECT NO. IIDRAWING NO.l CHKD BY: JE RVWD BY 3889 404-7B - PRKUMCATS CDNC OMMCE CUP 03-30 SCALE: 1/2" = I'-O" EXTHUOR PLASTER FMSH PRBWICATS) CONC DOOR nWC tXXlRASSCHBHJlE FRAWANOnR r PRECISION BLOCK GOLOR1 TYP. DOOR JAMB DETAIL - DOOR HEAD, WINDOW JAMB, AND HEAD SIMILAR SCALE: 11/r = l'-(r 1-7/8" O.D. CUga.) GW.V. ROUND TUBUUW Srra. POST WITH CAP O 7-0" MAX. 0.C SPACma PMNT WTTH 200ATS OF RUST RESISTANT PRIMBl AND POLYIAETTMNE FINISH CCAT. COLOR TO BE SQECTED BT OWNBt 1-3/S* O.D. (llga.)GU.V. ROUND TCP ANO BOTTOM RAILS - PAINT TO HATCH POSTS 3/4- O.D. ROUND PICKETS (14ga.) 0 4-1/2" 0.C SPAONG-PMNT TO MUTCH POSTS NON-SHRINK GROUT TOP OF WALL ELEVATION A-3CUP TYP. TUBULAR STEEL FENCE DETAIL NOTTOSC«£ ASILLIS (^ASSOCIATES ADCBITECT&ISC 2M0 ansTOL sum c-ns COSTA I TH.: 7i4-e6a-ueo BW: 714.«»-4M5 KDEOE Slew ACT • Rwsiat, CA. 92S01 • 909-6B4-S9M REVISION DESCRIPTION "AS BUILT' CITY OF CARLSBAD ENGINEERING DEPARTMENT 9 IMPROVEMENT PLANS FOR: ENCINA a«IN WATER RECLAMATION PROGRAM. PHASE H CALAVERA RECYCLED WAIER PUMP STATION EOUPhe^ BULDNQ BECTION + DFTALS t E. PLUMMER DEPUTY OTY ENGINEER PE ;ai76 EXP t nvin RY STAFF I r CHKD BY; .P RVWD BY. I [ ±i5'-o'opBONG - VBUPr m Rao 4' WN. STABILIZING POST W/ TOP GUIDE W^«S CUP 03-30 3/4' O.D. ROUND PICKETS (14gB.) O 4-1/2' 0.C SP«3NG 1} GROUND TRACK TO BE ANOE IRON ^IZEPBt REQUIREMENTS) WITH #4 REBAR HOOKS Wao AT 24' 0.C 2) WHEELS SHALL BE 6'DIA. V-GROCWE TYPE wm GREASE FTTTING AND NSXE BORING 3) UPPet GUIDES TO BE BFCROliBlASSSVLIES WTTH r DU HARD RUBBER ROLLER, 1/7 AME, AND BRONZE BUSKNGS. 4) STADUJZING POSTS AND SAFETY POSTS TO BE MtN. 4"9Q. 11 GA. STKLTUBE. 5} GATE, POSTS, ROUND PHXETS, AND MISC HAREMWRES ARE TO BE PAWTED WHH 2 COATS GF RUST RESISTANT PRIMER AND POLYURETWNE FINISH CCAT. 6) COLOR TO BE SELECTED BY OWNBt ORNAMENTAL IRON ROLLING GATE PSlFORATa) METAL BACKING (3/32'DIA., VST STG. CTRA., 47 HOLES PSI, 33% 0/A) - COLOR TO WTCH GATE BcrrroHTUBE STEEL FRAW TO BE ALIGN WITH 2 H SLOPE ODKT.V-TRACX 6*0 V-GROOVE TYPE STSLWHES. PBiroRATH) METAL BACKING C3/32T)IA., SpSt STG. CTRA., 47 HOl£S PSI, 33 0/A) - COLOR TO mTCH GATE PBIFORATB} METAL BACKING [3/32"DIA., 5/32" STG. CTRA., 47 HOLB PSI, 33% O/A) - COLOR TO MATW GATE SCALE: 1/2' - I'-O" DECORATWl STEEL FBKE 3/4"0 (14Qa.) PICKCTS 3V X 4T» X llga. TUBE STm HIA« MOUNTING BRACKET PLATE 6"0STm.V-WHffl. «4 ANCHOR HOOKS SECTION THROUGH GATE/TRACK II II II ir _ A L IA R^CYgLEp WAT^R PUM^ STATKpN 'KEcra.B>WATBii CM MMW Mum PUWSTATXW NOTE: Instalation wril be a Prtjed adhe^ (xmenL StaMesi ted Jam Nut Mount where s tteel }am nuts are irsErted tudsareaetin tjetweenthe MtET and the mounting sur tea A-CUP ORNAMENTAL IRON SWING GATE SCALE; 1/2" = I'-tP SIGNAGE DETAIL ELEVATION 4« hourtBEFORE««"*<ri''* ' 1-(800)422-4133 CJIU. IMv^nwid Ssra Alvt neiLLIS 7ASSOCL\TES ADCHlTtCT&lNC REGETBISAItOfTKTML . KDIEGCK (SlfWADT ,NC0..I1«.T ySS Unlvaiilr hr. • Rherskte. CA 92S01 • 909--6t4-B ENCnEER OF nowt REVISION DESCRIPTION OTHER APPftOVAL "AS BUILT' REVIEWED BT: CITY OF CARLSBAD jP™^ ENGINEERING DEPAgrWEwr '| - niPROVEUENT PLANS POR: ENCINA RASIN WATER RECLAMATION PROGRAM. PHASE (I CALAVERA RECYCLED WATER PUMP STATION GATES a£VAT)ONS, DETAL + 90NAQE DEPUTY OTY ENGINEER PE 26176 EXP. 03-31-06 OWN BY: ^ CHKD BY; 1 RVWD BY: _ PROJECT NO.