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5B - Use Review (LUR2009-00021) for 3715 Iris Ave. CITY OF BOULDER PLANNING BOARD AGENDA ITEM MEETING DATE: May 7, 2009 AGENDA TITLE: Public hearing and consideration of Use Review #LUR2009-00021 to allow construction of a new 630 square foot pump station facility located at 3715 Iris Ave. The property is zoned Residential High Density Four (RH-4). Applicant: Randy Earley Owner: City of Boulder REQUESTING DEPARTMENT: Planning & Development Services Ruth McHeyser, Executive Director of Community Planning David Driskell, Deputy Director of Community Planning Charles Ferro, Senior Planner OBJECTIVE: 1. Hear Applicant and Staff presentations 2. Hold Public Hearing 3. Planning Board discussion a. Does the proposed pump station facility meet the criteria for Use Review? 4. Planning Board action to approve, approve with conditions or deny the application. STATISTICS: Proposal: Use review for construction of a 630 square foot pump booster station facility to enhance flexibility, help sustain water delivery in drought conditions, increase water transmission from the Boulder Reservoir Water Treatment Plant and improve transmission of water from the city's lowest pressure zone to higher pressure zones. Location: 3715 Iris Ave. (see map location below) Size of Parcel: 20,143 square feet (0.46 acres) Zoning: Residential High Density Four (RH-4) Comprehensive Plan: High Density Residential (HR) AGENDA ITEM Paee# 1 KEY ISSUES: 1) Does the proposed pump station facility meet the criteria for Use Review? BACKGROUND: City-Wide Water Delivery System Due to Boulder's topography, the city-wide water delivery system must serve both low areas adjacent to Boulder Creek in the eastern portion of the city to higher areas against the foot hills in the western area of the city. To adequately serve this wide variation in ground elevation, the city- wide water distribution system is divided into three main pressure zone areas. There are currently seven pressure-regulating stations in the system that regulate pressure and flow between pressure zones or into storage reservoirs. There are currently four booster pumping stations serving the system, as well as a pumping station at the Boulder Reservoir Water Treatment Plant. These booster pumping stations are able to pump water from a lower elevation pressure zone into a higher elevation pressure zone. The subject property already has an identical booster pump station structure on the property. Process The proposed pump station facility is considered an Essential Municipal Public Utility Service and is defined by Section 9-16, B.R.C. 1981 below: "Essential municipal anal public utility services" means distribution, collection, communication, supply, or disposal systems, including, without limitation, poles, wires, transformers, disconnects, regulators, mains, drains, sewers, pipes, conduits, cables, fire alarm boxes, police call boxes, traffic signals, hydrants, and other similar equipment and accessories that are reasonably necessary for public utilities or the city to furnish adequate service or for the public health, safety, or welfare. Per Section 9-6-1(d), B.R.C., 1981, Essential Municipal Public Utility Service uses in the RH-4 zone district require Use Review approval. Per Section 9-2-15(d)(1), B.R.C. 1981, Use Review applications for a nonresidential use in a residential zone district requires the approval of Planning Board. Concept Plan and Site Review are not required for the proposal and no land use code modifications have been requested for the proposed facility. Zoning / Boulder Valley Comprehensive Plan Context As indicated by the map below, the subject property as well as the entire surrounding area is zoned RH-4. Section 9-5 B.R.C. 1981, defines the RH-4 zone district as: High density residential areas primarily used for a variety of types of attached residential units, including, without limitation, apartment buildings, and where complementafy uses may be allowed. AGENDA ITEM Pa le# 2 i 1 L L~ 1 RH- 3715 IRIS AV -FHS AV' 1 7i7~ Tl- c L _ The property is designated High Density Residential on the Boulder Valley Comprehensive Plan (BVCP) land use map. The BVCP defines areas designated High Density Residential as residential areas of more than 14 dwelling units per acre. AGENDA ITEM 56 Pa ye# 3 wet ~ ~{~•..5.>.,.s tom. -~`C n r.a+ Yti~ 4 t ti 3~ 't' t~ ~ tS { '~ji ~Y.. ~ Y~i Jay ~W - 0 -i7~~,~~tt,~~jj,(~-~-j! rnn5¢¢+'~..'C'~t.'t'i'~l~' ^~~y1, n '~Wi'yy,,t~ 1 "~y lye ~ 1~i~L'~ k at X~.~T JCM F S V ~ i•i " a~ t .✓1 _ l ~T. ~X i ~ 'i s yam -'trl ~ t' , a. ~ ✓ .~~i~7 X57 ' ;~~u i~,~ = -2'r t`. - - 4` c ~~SS~~-: "~~~`Y'..~ •-.i f1t`~J~`. MSS -T'1 _ _ _ i_ . J~ ~ 1. tit 1 r tai ) a 4~ 4 ~ H Y; Existing Site / Site Context The site is level and currently contains an identical 630 square foot pump booster station structure. The site has a curb cut accessed directly from his Ave. The site contains mature landscaping (although no landscape is proposed to be removed as a part of the scope of work) and is surrounded by a mix of existing uses. To the north is an existing day care facility; to the south are the existing Talisman Wonderland Gardens condominiums. To the east is the Iris Office Park (and associated surface parking lot). To the west are the existing Rugby Row condominiums. Iris Ave. terminates to a dead end directly to the east of the site at Foothills Parkway. AGENDA ITEM Pa eff 4 4 r T ~ {v *Aerial May Proposed Development As indicated in Attachment A, the applicant proposes to construct an additional 630 foot booster pump station identical to the facility that currently exists on site. The proposed facility will be one story at 16.11 feet high and will have a pitched roof with a wood and stone veneer. Access doors will be oriented to the east. The facility is not considered habitable area or commercial or office space, therefore density is not a consideration for the site. Although an asphalt driveway and fire turn around exist on-site, parking is not a consideration as the facility will be unmanned except for facility maintenance. Setbacks are compliant with the R14-4 zone district. The current pump station has existed for over 20 years and there have not been any noise or nuisance complaints regarding the existing facility. ANALYSIS: Planning staff s analysis of the applicable Use Review criteria are based on the criteria specified in Section 9-2-15(e), B.R.C., 1981 and are found below: AGENDA ITEM 56 Page# 5 Section 9-2-15(c), B.R.C. 1981 - USE REVIEW CRITERIA X (1) Consistency with Zoning and Non-Conformity: The use is consistent with the purpose of the zoning district as set forth in Section 9-5, "Modular Zone System," B.R.C. 1981, except in the case of a non-conforming use; Per Section 9-5-2(c)(1)(1), B.R.C. 1981, areas zoned XH-4 are defined as high density residential areas primarily used for a variety of types of attached residential units, including, without limitation, apartment buildings, and where complementary uses may be allowed. The proposed governmental facility is considered compliant with the intent of the RH 4 zone district as a complimentary use permitted through the Use Review process. X (2) Rationale: The use either: X (A) Provides direct service or convenience to or reduces adverse impacts to the surrounding uses or neighborhood; The proposed pump station will enhance flexibility and help sustain water delivery in drought conditions. The pump house will help to increase transmission of water from the Boulder Reservoir Water Treatment Plant to the city 's three main pressure zones and therefore provides a direct service to the entire city. X (B) Provides a compatible transition between higher intensity and lower intensity uses; Not applicable, the proposed pump house site is not considered a transitional property- • (C) Is necessary to foster a specific city policy, as expressed in the Boulder Valley Comprehensive Plan, including, without limitation, historic preservation, moderate income housing, residential and non-residential mixed uses in appropriate locations, and group living arrangements for special populations; or BVCP Policy 3.10 states: The city will consider the importance of the other objectives of the comprehensive plan in the planning and operation of the water, wastewater, stormwater and flood management utilities. These other objectives include in-stream flow maintenance, enhancement of recreational opportunities, water quality management, preservation of natural ecosystems, open space and irrigated agricultural land, and implementation of desired timing and location of'growth patterns. Section 7 of the BVCP states: The BVCP as well as the Treated Water Facilities Master Plan contains goals and policies regarding the delivery of water and the provision of future service projections and services. The Treated Water Facilities Master Plan is available on- line at http://Ci.bouldei-.co.us/fleslUtilities/Plansltreatedwatei_mp_sumniary.pdf. AGENDA ITEM 58 Page# 6 As part of the master planningprocess, the city adopted the following reliability criteria for delivery of treated water. The proposed booster pump station facility will help to improve water transmission throughout the city: 1. The city will ensure the delivery of the water required to satisfy essential needs including the maintenance of basic public health, safety and welfare such as indoor domestic, commercial and industrial uses and fire fighting uses, except fbr droughts and system failures having a frequency of no more than once in 100 years. The average winter consumption plus afire-flow reserve demand is established as a measure of this demand. 2. The city will ensure delivery of the water required to provide for the continued viability of exterior landscaping, except for droughts and system_failures having a frequency of no more than once in SO years. 3. The city will ensure delivery of'the water required to.fully satisfy all uses, except_for droughts and system failures having a frequency of-no more than once in 20 years. The peak hour demand or the peak day demand plus afire-flow reserve demand is established as a measure of this demand. 4. Providing redundant facilities where practical will minimize complete interruptions to the delivery of water. 5. A reserve capacity of 10 percent will be maintained in the water delivery system. The maintenance of'such a reserve capacity will allow a degree of planningflexibility and mitigate water delivery problems that might be caused by operator error. N/A (D) Is an existing legal non-conforming use or a change thereto that is permitted under subsection (e) of this section; Not applicable. The use is not considered non-conforming. X 3) Compatibility: The location, size, design, and operating characteristics of the proposed development or change to an existing development are such that the use will be reasonably compatible with and have minimal negative impact on the use of nearby properties or for residential uses in industrial zoning districts, the proposed development reasonably mitigates the potential negative impacts from nearby properties; The proposed pump house will be smaller in scale than the surrounding three-story apartment buildings to the west and the three story office building to the east. The facility will be unmanned except for when city staff is required to perform maintenance and will have minimal parking or noise impacts on the surrounding areas. Additionally, the proposed architecture is compatible the existing pump house on the site. X (4) Infrastructure: As compared to development permitted under Section 9-6, "Schedule of Permitted Uses of Land," B.R.C. 1981, in the zone, or as compared to the existing level of impact of a non-conforming use, the proposed development will not significantly adversely affect AGENDA ITEM 56 R.i e# 7 the infrastructure of the surrounding area, including, without limitation, water, wastewater, and storm drainage utilities and streets; While the site is not considered non-conforming, the proposed pump house will positively impact citywide infrastructure by improving the transmission of waterfront the city's lowest pressure zone to the highest pressure zones. X (5) Character of Area: The use will not change the predominant character of the surrounding area; and The predominant character of the area is defined by two and three story apartment buildings, a large, three story office building, a single story day care and surface parking lots. A single story pump station has been located on the site for over 20 years and the proposed single story pump station will not change thepredominant character of'the surrounding area or the site. N/A (6) Conversion of DweIlingUnits to Non-Residential Uses: There shall be a presumption against approving the conversion of dwelling units in the residential zoning districts set forth in Subsection 9-6-3, B.K.C. 1981, to non-residential uses that are allowed pursuant to a use review, or through the change of one non-conforming use to another non-conforming use. The presumption against such a conversion may be overcome by a finding that the use to be approved serves another compelling social, human services, governmental, or recreational need in the community including, without limitation, a use for a day care center, park, religious assembly, social service use, benevolent organization use, art or craft studio space, museum, or an educational use. Not Applicable. The proposed application does not involve conversion of residential units. PUBLIC COMMENT AND PROCESS: Required public notice was provided in the form of written notifications of the application for Use Review and neighborhood meeting mailed to property owners within 600 feet of the subject property. In addition, a public notice sign was posted on the property. All notice and meeting requirements of Section 9-4, B.R.C. 1981 have been met. Staff has received no opposition from immediately adjacent property owners or tenants. STAFF FINDINGS AND RECOMMENDATION: Staff finds that the proposed Use Review application meets the applicable Use Review criteria found in Section 9-2-15(e), B.R.C., 1981. -Therefore, staff recommends that Planning Board approve Use Review #LUR2009-00072 incorporating this staff memorandum as findings of fact and using the following recommended conditions of approval. RECOMMENDED CONDITIONS OF APPROVAL 1. Prior to a building permit application, the Applicant shall submit revised plans for review of the following items, subject to the review and approval of Planning and Development Services Division: AGENDA ITEM 56 Paue# 8 a. Final architectural plans, including materials and colors, to insure compliance with the intent of this approval and the architectural intent shown on the elevation plans dated April 2009, including detailed site plans, floor plans and section drawings to verify floor area and compliance with Subsection 9-7-7(b), B.R.C. 1981 regarding building heights and Chapter 9- 16, "Definitions," B.R.C. 1981 regarding building heights. b. Final landscape plans to include additional screening to the south side of the building from Iris Ave. Approved By: k, pr Ruth McHeyser, Executive Director Community Planning ATTACHMENTS: A: Applicant's Plans and Written Statement S:\PLAN\PB-ITEMSWEMOS13715 Iris UR.CF.doc AGENDA ITEM 5~3 Page## 9 ATTACHMENT A USE REVIEW WRITTEN STATEMENT Submit with your application. For your convenience, this form is also available as an electronic form on the Planning and Development Services web site at www.boulderplandevelop.net. You may type in your responses in the electronic form, and then print it to attach to your written statement. KEY INFORMATION Please provide the following information. Please type or print complete, detailed responses. Please also select use categories from the Boulder Revised Code Land Use Charts (Section 9-6-1(d)). EXISTING PROPOSED Use of existing building and land: Proposed use of buildings and land: ESSE^LA 1 Hvn,'c;ca! anJ Py~r ,c. &umfW lY J Py6~~'G jC,fy o f goa Uer Water 4'jr J ~C~ f of Bovll rr 641a{Yr SS s ~ Qoos1[r PV/h SfA fi'on 1Z 8000-fr f'ma Sfa r'ont Hours of operation: Hours of operation: 46y,-s get- Jaw 7 Ayf ptr 9-9 1 11 r Prr ~av 7 dins per wk //lt 1 / ,y 1 1-~' rT I /r[1inTA~Aef bs Clfy rnfe.-m;gc-jf/r~ ('lR/1la~n<1 ~y C~f~ f[rA~~,l~Y~r7~/rJ '10 fvll-fi'n.t occur Oncy) AO 1rz.!/- t~inc occvl,an~y.~ Number of employees: Number of employees: (Please indicate full and part time) (Please indicate full and part time) 1Vo full-f'the- ar part-~►`i1,t wPa~cj,~~ No &11-f-,hbt or pGr~-fiihc ers~~`rr"`Yj 1~gi~laine~ C~t~ sfaf~ •t! l~Ai~fa,ned G,7y SfQ FF aS Acct cd, Aed.1ed, ~U AgV& i1(s111 # 5~ pap # Estimated number of trips to site per day: Estimated number of trips to site per day: (Please indicate mode of transportation used (Please indicate mode of transportation used to reach the site.) to reach the site.) 04C -to -two ~1 f~) j C fT On e /a dry o LlCaw ) I{ BOVUdr VCA1,C/e aCCeS.s r>IV 8-yUe r veh%c le ar_ce-rr od/e as needed. of 4eede.1 Uses on adjacent / surrounding properties: 7o A r G t Da y, Kq e G t 7 4A e Sou : L-s! 4ven ve To e f = Paa-!'iq To we f arl 3 M Narrative In the space provided below or in an attached letter, please type or print a narrative describing the proposal in specific detail. Only one written narrative is necessary per development project. - The City of Boulder has initiated water system improvements to enhance flexibility and - help sustain delivery in drought conditions. The crux of these improvements is to increase - water transmission from the Boulder Reservoir Water Treatment Plant (BRWTP) to the - City's three pressure zones. The new Iris Booster Pump Station No. 2 will be used for _ this purpose. The new booster pump station building will be approximately 21 ft x 30 ft; and will match the architecture of existing Iris Station No. 1. MM # PaP CRITERIA in the space provided below, please indicate how the proposal will meet the Use Review criteria. 1. Consistency with Zoning and Non-conformity. The use is consistent with the purpose of the zoning district as set forth in Section 9-5-2, "Zoning Districts Established", B.R.C. 1981, except in the case of a non-conforming use, 74c utc of fit Niw Ie,'f J.•rfer S-AA 4,eg. de a'~1 I vk h-c 04,1Y feryi'ce w4 is n+w f1* e f ' c yre 07r Ae Yet aTr6-., i'de. TA is h coari.lc-t f "n oei - Cvi Af M /~14a5 )%e St is ; oOAe J ar Ref4e ih',q jA f a. 2. Rationale. The use either: (A) Provides a direct service or convenience to or reduces adverse impacts to the surrounding uses or neighborhood; (B) Provides a compatible transition between higher intensity and lower intensity uses; (C Is necessary to foster a specific city policy, as expressed in the BVCP including without limitation, historic preservation, moderate income housing, residential and non-residential mixed uses in appropriate location, and group living arrangements for special populations; OR (D) Is an existing legal non-conforming use or a change thereto that is permitted under subsection (e) of this section. lia urc vfe 4,c s,fer wail 6~ f~~ Errcn%~l /ilvni[iaa~ a~.r' y«ic %/i1~y feryiccf. fit ekrsfi.,e s/~Q +r yt~1 r__ -'I(e A" km # 66 3. Compatibility. The location, size, design, and operating characteristics of the proposed development or change to an existing development are such that the use will be reasonably compatible with and have minimal negative impact on the use of the nearby properties; Afew 16r Aoosfer Ivito Statrin Ma. 1 wOIwfc 7%0 ar.-XI7cCZ" d e,, r Q Pi J So o f Ac r &m A .T7n ieA n f rd, I . 1~ USZ j ~or an ev.-e a re exa ~i;► . Z-1 -r fro o rJSc., ~tiry~ S^~a /1v. A __-V w e S lit! A f/v /stn. e r A w P!k i ray Z-fl Boof7{[r Pu-lp St*hae, Ida. 1. stn a! rv1!l be 10-Calac1 A, /l7e Sovf~ . 71e fit'/rI-Asti-a n- lfyeie7`a w.// k`~;,t 4. Infrastructure. As compared to development permitted under Section 9-6-1, "Permitted Uses of Land", B.R.C. 1981, in the zone, or as compared to the existing level of impact of a nonconforming use, the proposed development will not significantly or adversely affect the infrastructure of the surrounding area, including without limitation, water, wastewater, and storm draining utilities and streets. l~ew drys Booster lino Sfa A,'&A A. 2 l.,r// ~irtn/a ve 74Ae ,r i'srion a7~' wafer , 7`1ia Gr te d r Ilo✓14leP r owe-if TfYYu/c Za4c 7r3 7` a ~~o~ier //Yfta/r AoneI. Nely will/ he go a./vel re tYoncfj ~ wader- ".r 7tem.a~e, d . S{brn. r,34AS 5_7/Vt7Y etc, 5. Character of Area. The use will not change the predominant character of the surrounding area. IVi u, tri r 8o a s?e r Pia S -thoA Ala Z w;11 /1,& 71 CAiqA f e _ -7 7' 6~ acfer vF Elie sue!' vn~i~~ R11?sa- ~e fJ ar'c~i r ~e E ~?i~} w► ~ 1 a/'c~i ~ Gl~rt a ~ 7n.~ e~ ~ ~ ~t7r.`o,~. 6. Conversion of Dwelling Units to Non-Residential Uses. Conversion of Dwelling Units to Non- Residential Uses: There shall be a presumption against approving the conversion of dwelling units in the residential zoning districts set forth in Subsection 9-6-1(d), B.R.C. 1981, to non-residential uses that are allowed pursuant to a use review, or through the change of one non-conforming use to another non- conforming use. The presumption against such a conversion may be overcome by a finding that the use to be approved serves another compelling social, human services, governmental, or recreational need in the community including, without limitation, a use for a day care center, park, religious assembly, social service use, benevolent organization use, art or craft studio space, museum, or an educational use. NA Agenda Item 58 lac 1 ADDITIONAL CRITERIA FOR MODIFICATION TO NON-CONFORMING USES: A non-conforming use is described as any use of a building or use of a lot that is not permitted under Section 9-6- 1, "Schedule of Permitted Uses of Land", B.R.C. 1981, but excludes a conforming use in a non-standard building or on a non-standard lot; a legal existing use that has been approved as a conditional use or a use review use, or a use approved pursuant to a valid special review or a use review approval. A non-conforming use also includes an otherwise conforming use, except a single dwelling unit on a lot, that does not meet the parking and residential density requirements, including, without limitation, the requirements for minimum lot area per dwelling unit; useable open space per dwelling unit, or required off-street parking requirements for Section 9-6-1, "Schedule of Bulk Requirements", B.R.C. 1981. 1. Reasonable Measures Required: The applicant has undertaken all reasonable measures to reduce or alleviate the effects of the non-conformity upon the surrounding area, including without limitation objectionable conditions, glare, visual pollution, noise pollution, air emissions, vehicular traffic, storage of equipment, materials and refuse, and on-street parking, so that the change will not adversely affect the surrounding area; NA 2. Reduction in Non-Conformity i Improvement of Appearance: The proposed change or expansion will either reduce the degree of non-conformity of the use or improve the physical appearance of the structure or the site without increasing the degree of non-conformity; 3. Compliance with this Title J Exceptions: The proposed change in use complies with all of the requirements of this title: (A) Except for a change of a non-conforming use to another non-conforming use; and NA (B) Unless a variance to the setback requirements has been granted pursuant to Section 9-2-3, "Variances", B.R.C. 1981, or the setback has been varied through the application of the requirements of Section 9-2-14, "Site Review", B.R.C. 1981; and NA Agerxil km# 4. Cannot Reasonably be Made Conforming: The existing building or lot cannot be utilized or made to conform to the requirements of Chapters 9-6, 9-7, 9-8, and 9-9, "Use Standards", "Form and Bulk Standards", "Intensity Standards", and "Development Standards", B.R.C. 1981; and Mq 5. No Increase in Floor Area Over Ten Percent: The change or expansion will not result in an increase in floor area of more than ten percent of the existing floor area. NA 6. Approving Authority May Grant Zoning Variances: The approving authority may grant the variances permitted by Subsection 9-2-3(d), B.R.C. 1981, upon finding that the criteria set forth in Subsection 9-2- 3(h), B.R.C. 1981, have been met. NA CITY OF BOULDE IRIS ,AND CHERRYVALE PUMP AND PRV STATIONS IMPROVEMENTS PROJECT APRIL 2009 BOULDER USE REVIEW SUBMITTAL VICINITY MAP LOCATION MAP Wyoming ~NebMska" ! - 0~ - - - A ~ - - 0 ARAPAHOE RD, s~T~s Fa,~ F~Gne 7 _ PROJECT SITE PROJECT 51.11,19 _ - 51.11,19 o IRIS BOOSTER G4 76 PUMP STATIONS _l - HYar ■ pt hVf R y _ , sr, ranc~a E I canwoea c° vd 70 VKA ~---U LMIA AVE. - Cn SprmgA Awn .L - - _ 70 ` ' Bwt ton ■ f ■ o rr< ~ /f f 4 Cea r Fa. f _ X17 ~/i Uvabeln X~0 - Cs00vn•_ Liman - Hwy 119 MOeM1 cewAee sar,°9a N / IRIS ST. - u COLORADO C F HH BASELINE RDj. N " ~ co _ a N co C7 u Ow°y to l nir 2~ ~ vid ..7 BASELINE RD. U NOW Yaw ,u¢m0a9 9oaingr■a I ~ - o ¢ a ° PROJECT SITE VALMONT RD. CHERRYVAL,E BOOSTER Arizeno f., New Mexico a¢er ok~ohoma/ PUMP STATION _ d:rfllSr'N / d f Vl ~ I ~Nt5 NIS NIS - N0. DALE sfV,510N er CHK. PROJECT NO. Richard P. Arber Associates IN ASSOCIATION WITH BOUI.DER21 Arber 198Unloneoulevard.Suite 200 Russ Sasakura Engineering URA15rhGNf). Lakewood, Colorado 80228 Short and Brennan Architects websie: www.abercom AE & Associates G1 q Wat6lyaAierraitf @ RC4w phone. 303.831.4700 Fax: 303.831.0290 SHEET OF -IN INDEX OF DRAWINGS GENERAL MECHANICAL Gi 1 of 57 COVER, LOCAPONANDVICINITY64AFS 1.11 Of 51 MECHANICALHOTES,IEGENDSANDSCHECULES G2 2 of 57 WDE%OFDRAWINGS AND PIPE SCHED„IF M2 35 of 57 IRIS BOOSTER PUMP STATION NO.2-MECHAP8;.4LP C3 3 of 57 ABBREVLATIOI14S 1,43 35 or 57 CHERRYVALEBOOSTER PUMP STATION- DEMO AND MEG'J4NVCAL _ ^I G4 4 of 57 IRIS BOOSTER PUMP STATIONS - PROCESS FLOW DIAGRAM G5 5 of 57 CHERRYVALE OOOSTFR PUMP STATION- PROCESS FLOW DIAGRAM ELECTRICAL Et 37 of 57 ELECTRICAL LEGEND,ABBREVIAMNS CIVIL E2 36 or 57 IRIS SITE IMPROVEMENTS - ELECTRICALPLAN C1 6 of 57 CIVIL NOTES AND LEGEND E3 39 of 57 IRIS BOOSTER PUMP STATION NO. 1- PLAN, OTIE LNF rm",a! V,II C2 7 of 57 IRIS BOOSTER PUMP STATIONS- OVERALL SIZE PLAN E4 40 of 57 IRIS 900STF.R PUMP STA71ON NO.2- PLANS C3 B of 57 CHERRYVALE8OOSTERPUTAPSTATCN-OVERALL SITE PLAN E5 41 or 57 IRS PUMP STATION NO. 2- ONE-LINE DIAGRIMAS E6 42 of 57 IRIS PUMP STAT1011 NO. 2- SCHEDULES ARCHITECTURAL E7 43 of 57 CFERRYVAIESITE IMPROVEMENTS -ELECTR.CAL FI--lr.:! ]i1 6 of 57 ARCMTECTURAL GENERAL NOTES, SYMBOLS, BUILDING CODE AIJ4LYSIS E9 44 d 57 CHERRYVALE BOOSTER PUMP STATION - PLANS E9 45 of 57 CHERRYVALEPUIOPSTATION -ONE-UNE014GR?TAS A2 10 of 57 IRIS BOOSTER PUMPSTATION NO.2-FLOOR PLANS E10 46 of 57 CHERRYVALEPUMPSTATION - CHEDULES A3 11 of 57 IRIS BOOSTER PUMP STATION NO. 2- ROOF PLAN Ell 47 of 57 C01,1MONSCHEMATICS, DETAILS A4 12 of 57 IRIS BOOST'ERPUI91PSTATION NO,2-BUILDING ELEVATIONS E12 4. ~A S7 C012i lONSCIIEDULE5 A5 13 of 57 IRIS BOOSTER PUMP STATION NO. 2- BUILDING SECTIONS A6 14 of 57 IRIS BOOSTER PUMP STATION NO. 2-WALL SECTIONS A7 15 of 57 IRIS BOOS TER PUMP STATION NO.2-DETAILS STANDARD DETAILS A8 16 of 57 IRIS BOOSTER PUMP STATION N0.1lCHERRYVALFBOOSTER STATION IMPROVEMENTS 01 3 d 51 DETALS 02 53 of 57 DETAILS STRUCTURAL D3 51 of 57 DETAILS S1 17 of 57 STRUCTURAL GENERAL NOTES D4 52 of 57 DETAILS I D5 53 of 57 DETAILS S2 18 of 57 IRIS BOOSTER PUMP STATION NO.2-LOWER LEVFLPIAN D6 54 of 57 DETAILS S3 19 of 57 IRE BOOSTER PUMP STATION NO.2-GP,OUNDLEVELPL9IJ D7 55 of 57 DETAILS 54 20 of 57 IRE BOOSTER PUIMPSTATION NO.2-ROOF PLAN D8 56 of 57 DETAILS S5 21 of 57 IRIS BOOSTER PUMP STATION NO 2-ROOF TRUSSES D9 57 a. 5f DETAILS 86 22 of 57 IRIS BOOSTER PUMP 5TATIOIVIVD,2.STRUCTURAL SO CTIGIJS S7 23 of 57 IRIS BOOSTER PUMPSTATION N0.2-STRUCTURAL SE CTI01'!S S9 24 of 57 IRIS BOOSTER PUTAP STATION NO. 2- STRUCTURAL SEC'10'.3 PROCESS VOTES: P1 25 of 57 PROCESS NOTES AND LEG END I, STANDARD DETAILS SI1C14r1 nN D-SHEET, ARE Al:PUCALIL W THE WORK P2 26 of 57 PIS BOOSTER FUMPSTATION 110.1-DEMOLITION PLANIS WHETHER OR NOT TiTY AHE ;PECIFIC-ALLY RLFLkLNCT) IN INDIVIDUAL P3 27 of 57 IRIS BOOSIERPUMP STATION NO.1-PLANS DRAWINGS. P4 28 of 57 IRIS BOOSTER PUMP STATION NO.2-GROUND LEVFtPLATI P5 29 of 57 IRIS BOOSTER PUMP STATION NO.2-LOWER LLVUIPL:I'4 P6 30 of 57 IRIS BOOSTER PUMP STAT10NNO.2-SECf1ON P7 31 of 57 IRIS BOOSTER PUIMPSTAHON NO.2-SECTCed P9 32 of 57 CHERRYVALEBOOSTER PUMP STATION- DEaC.;".'I P9 33 of 57 CHEPRYVALEBOOSTER PUMPSTATION- PLA°:9 PIPE SCHEDULE VV.A' L PIPE MATERIAL SPECIFICATION SECTION R'RXR-X%% STREAM PPE PL? TF4CKhESS ItJ<6bOR TEST PRES. r DIP 15082 0ENTIF0R SERVICE INSTALLATION SIZ E MATERIAL 0RCIASS. LNriO 6TYFE NOTES COP 15063 PIPE SRE-✓ EXRJSED QIN COP TYPEL FOR EXPOSED, SAMPLE UNES IN HOPE TUBING 1060 DEN11FIER~+A SA SAMPLE 2:3 IN - - 200 PSG C!-ERRfVALE USE HOPE MODIFIER (IF USED) 14YDRAULIC TLAMG,FOREXPOSED SAM,, PLE BURIED SIN (T)P TYPEK LINES IN IRIS USECOPPER FP<E MODIFIERS: - -PIPE. CALL OUT - BYP BYPASS <3 IN wC SCH 80 Lx SED 31N we K~oTgaal - S SG OR D DRAIN SS SANRARYSEWFR F F <3 1N - - ID FTIAC V VENT(PRCCESS) SIWED 0IN PJc 11200((500) - - c3 IN COP TYPEL - EXPGSED NOTES: W WATER 2:3 IN DIP CL 54 CEMENT 20D PSG BURIED 3 N UP CL 54 CBrpJF M'CRALLO 1. MODIFIERS ARE USED TO DENOTE A SPECIFIC FUNCTION OF A PRIMARY <3 IN SERVICE . PIPING IDENTIFIED WITH A MODIFIER SHALL BE THE SAME AS THE PRIMARY SERVICE UNLESS OTHERWISE NOTED. BOULDER USE REVIEW SUBMITTAL VERIFY SCALES :o.. DaF enveN Br 0nK oE`.WN[P ar; CITY OF BOULDER INDEX OF DRAWINGS TGC1 ND. MAN BA.R IS ONE INCH ON :nlPAdrcrlao.;aes BG'JLDFR23 PRAWN Br; bef 1,Y-w ulevaN28 2W NO, ORIGINAL DRAINING. ✓ra hr°w°°d,~'ma^ater ED2.m IRIS AND CHERRXVAI,E PUMP AND PIPE SCHEDULE 0"~ 1 - CHECKED BY. '1 IF NOT ONE INCH ON PI I: 3;47DNT AND PRV STATIONS liG THIS DRAWING, AIJUST _ DATE: F 309831 o290 IMPROVEMENTS PROJECT ,C2,LE$ ACCGRmtdGLY, I FFBRBARY 2009 SECTION OR DETAIL ABBREVIATIONS IDENTIFICATION ® AT E ENERGY L LENGTH, LONG S SEWER, SLOPE AB ANCHOR BOLT LAV LAVATORY SAC SUSPENDED ACOUSTICAL CEILING SPECIAL DETAILS STANDARD DETAILS AC ASBESTOS CEMENT (E) EPOXY COATED REINFORCING SC SOLID CORE IDENTIFICATION, SEE STANDARD DETAIL REFERENCE ADA AMERICANS WITH DISABILITIES ACT FA EACH LBS POUNDS SL SLOPE CN'l ADJ ADJUSTABLE, ADJACENT ECC ECCENTRIC LB/CU FT POUNDS PER CUBIC FOOT SCFM STANDARD CUBIC FEET PER MINUTE I 11 AFF ABOVE FINISHED FLOOR EF EACH FACE LF LINEAR FEET SCHED SCHEDULE LEFT HAND SECT SECTION SEE DE X X ACGR AGGREGATE EJ EXPANSION JOINT LNTL / IF LETTER APPEARS AT THE LINTEL AN AHEAD EL ELEVATION LOC LOCATION SED SEE ELECTRICAL DRAWINGS END OF REFERENCE NUMBER AHR ANCHOR ENGR ENGINEER LONG SH, SHT SHEET IT IS REFERRING TO THE TYPE ALTN ALTERNATE ELB ELBOW LONGITUDINAL SIM SIMILAR WHERE DETAIL ALUM, AL ALUMINUM ELEC ELECTRIC, ELECTRICAL LWL LOW WATER LEVEL SFM SEWAGE FORCE MAIN IS SHOWN AP AERIAL POWER EDP EDGE OF PAVEMENT MATL, MAT MATERIAL SMD SEE MECHANICAL DRAWINGS APPROX APPROXIMATE, APPROXIMATELY ED EQUIVALENT, EQUATION MAX MAXIMUM SP SPACE, SPACES 1 DETAIL LffF: \PVO APPROVED EQPT EQUIPMENT MB MACHINE BOLT SPD SEE PROCESS DRAWINGS % g _1 _0 STANDARD DETAILS SHOWN ARCH ARCHITECT, ARCHITECTURAL EOL SP EQUALLY SPACED MCC MOTOR CONTROL CENTER SPEC, SPECIFICATIONS ON D-SHEETS. ARV AIR RELEASE VALVE EW EACH WAY MECH MECHANICAL SPEC D SPECIFIED AT AERIAL TELEPHONE E%P EXPOSED MFR MANUFACTURER 50 SQUARE ASTM AMERICAN SOCIETY OF EXP JT EXPANSION JOINT MGD MILLION GALLONS PER DAY SO FT, SF SQUARE FOOT SECTION SECTIONS TESTING AND MATERIALS EXP MTL EXPANSION MATERIAL MC L SO IN SQUARE INCH 101NITJCATION, / MILLIGRAMS PER LITER SSD SEE STRUCTURAL DRAWINGS SEE NOTE I AUTO AUTOMATIC E% EXISTING MH MANHOLE SST STAINLESS STEEL AUX AUXILIARY EXT EXTERIOR MIN MINIMUM STA STATION AVRV AIR & VACUUM RELEASE VALVE MISC X AWS AMERICAN WELDING SOCIETY MISCELLANEOUS STD STANDARD gxX FC FLEXIBLE COUPLING MJ MECHANICAL JOINT STL STEEL FCA FLANGED COUPLING ADAPTER MR MOISTURE RESISTANT STRUCT STRUCTURE, STRUCTURAL A SECIION B BOTTOM FD FLOOR DRAIN MO MID-ORDINATE / MASONRY OPENING SYMM SYMMETRICAL X X X"-1'=0" BC BRASS CAP, BOTTOM OF CURB FEIN FOUNDATION MST MEAN SEA LEVEL - X 20 BOARD FE FIRE EXTINGUISHER MID MOUNTED SHEET WHERE XXX XXX BF BLIND FLANGE, BOTTOM FACE FEC FIRE EXTINGUISHER CABINET MTL METAL T TREAD, TOP, TELEPHONE SECTION RFV BUTTERFLY VALVE FF FINISHED FLOOR TB THRUST BLOCK IS SHOWN BK BACK FG FINISHED GRADE (N) BLDG BUILDING FH FIRE HYDRANT NEW T&B TOP AND BOTTOM BILK BLOCK FIG FIGURE NF NON-FREEZE T&G TONGUE AND GROOVE NOTE: BLKG BLOCKING FIN FINISHED NIC NOT IN CONTRACT TAN TANGENT SECTIONS ARE LETTERED AND EM BENCH MARK, BEAM FL FLOW LINE NO NUMBER TBM TEMPORARY BENCH MARK DETAILS ARE NUMBERED. GO BOTTOM OF FLASH FIASHING NOM NOMINAL TO TOP OF CONCRETE GOC BOTTOM OF CONCRETE FLR FLOOR NPT NATIONAL PIPE THREADS TDH TOTAL DYNAMIC HEAD BOF BOTTOM OF FOOTING FLG FLANGE NS NEAR SIDE TECH TECHNICAL BOS BOTTOM OF STEEL FRP FIBERGLASS REINFORCED PLASTIC NTS NOT TO SCALE TEL TELEPHOA'? TEMP TFMPERAT~„BF DOT BOTTOM FS FAR SIDE BRG BEARING FT FOOT, FEET OC ON CENTER TF LOP fACL- BIRK BRICK, BREAK FTG FOOTING OD OUTSIDE DIAMETER TH TEST HOLE F~TWN BETWEEN °F DEGREE FAHRENHEIT OF OUTSIDE FACE THO O THREADED FW FINISHED WATER THK THICK (NESS) BU BELL UP OPNG, OPC OPENING TOB TOP OF BEAIA Fti I OGATED ITEV_~ TO TOP OF HUR BUILT UP ROOFING OPP OPPOSITE BW BOTTOM OF WALL G GAS, GRILLE. PAINT TOO TOP OF CURB, CONCRETE oc GA GAUGE P TOE TOP OF FOOTING DEGREE CELSIUS GAL GALLON PC POINT OF CURVE TOM TOP OF MASONRY BLOCK SHOWN SCREENED AND CAL_tU C TO C CENTER TO CENTER GALV GALVANIZED PCP POUNDS PER CUBIC FOOT TCP TOP OF PIPE OUT AS RELOCATED C & C CURB AND CUTTER GCO GRADE CLEANOUT PE PLAIN END TOPO TOPOGRAPHY ,i CD CATCH BASIN PEP POLYETHYLENE PIPE CDOT COLORADO DEPARTMENT OF TRANSPORTATION GL GLASS TOS,TST TOP OF STEEL OEM CUBIC FEET PER MINUTE ONO GROUND PEEP POLYETHYLENE PRESSURE PIPE TOW TOP OF WAIL CFS CUBIC FEET PER SECOND GP GUARD POST PERIM PERIMETER TRrWSV TRANSVERSE CHEM CHEMICAL GPp GALLONS PER DAY PI POINT OF INTERSECTION TS CATHODIC PROTECTION TEST STATION CI CAST IRON PIPE GPH GALLONS PER HOUR PJF PREMOLDED JOINT FILLER TYP TYPICAL CJ CONSTRUCTION /CONTROL JOINT GPM GALLONS PER MINUTE PL PLATE TZ TERRAZZO C'.L CLASS, CENTERLINE OR GRADE PLAS LAM PLASTIC LAMINATE CLG CEILING GSP GALVANIZED STEEL PIPE PLF POUNDS PER LINEAL FOOT VATF _R ALS GV CATE VALVE UBC UNIFORM BUILDING CODE CLR CLEAR PLYWD PLYWOOD CENTERLINE CVL GRAVEL POB POINT OF BEGINNING ONO UNLESS NOTED OTHERWISE GYP BD GYPSUM BOARD UP UNDERGROUND POWER CMP CORRUGATED METAL PIPE PP POWER POLE UT UNDERGROUND TELEPHONE CONCRF]L" CMT CEMENT, CERAMIC MOSAIC TILE FROST PRECAST _ CIl1U CONCRETE MASONRY UNIT H HEIGHT, HIGH PREFIN REFINISHED UV ULTRAVIOLET CO CLEANOUT HAS HEADED ANCHOR STUD PRESS PRESSURE V VENT SAND, GROUT OR MORTAR COL COLUMN HB HOSE BIB PRI PRIMARY VC VERTICAL CURVE CONC CONCRETE HC HOLLOW CORE PROP PROPERTY STEEL CONN CONNECTION HD HUB DRAIN, HEAD PRV PRESSURE REDUCING VALVE VCP VITRIFIED CLAY PIPE CONST CONSTRUCTION HDR HEADER PSF POUNDS PER SQUARE FOOT VCT VINYL COMPOSITION TILE CONT CONTINUOUS HDWR HARDWARE PSI POUNDS PER SOU'ARE INCH VERT VERTICAL ALUF/ol-l_ M. COORD COORDINATE HGT, HT HEIGHT PSIG POUNDS PER SQUARE INCH, CAUCE VIF VERIFY IN FIELD COP COPPER HM HOLLOW METAL PT POINT OF TANGENCY VTR VENT THROUGH PIPE GRATING IN PLAN CORR CORRIDOR HORIZ, HDR. HORIZONTAL PTD PAINTED CPLG COUPLING lip HORSEPOWER PVC POLYVINYL CHLORIDE CPT CARPET HPG HIGH POINT GROUT PVT POINT OF VERTICAL INTERSECTION W/ WITH GRATING IN SECTION _ C7R CENTER HVAC HEATING, VENTILATING & PVMT PAVEMENT W/0 WITHOUT Cu COPPER AIR CONDITIONING W WIDE, WATER CU FT CUBIC FEET HWL HIGH WATER LEVEL R&R, R/R REMOVE AND REPLACE INC WATER CLOSET EARTH SURFACE y; CU IN CUBIC INCH HWY HIGHWAY R, RAD RADIUS, RISER, REGISTER WD WOOD CVR PLS COVER PLATES _ n RB RUBBER BASE WP WORKING POINT, WATERPROOFING ~ LIQUID u CWT CERAMIC WALL TILE I & C INSTRUMENTATION & CONTROL WS WATER STOP RC REINFORCED CONCRETE Id DEVELOPMENT LENGTH RCP REINFORCED CONCRETE PIPE WT WEIGHT A DELTA (ANGLE) Idh STD HOOK DEV LENGTH RD ROOF DRAIN, ROAD WTP WATER TREATMENT PLANT FUTURE dB BAR DIAMETER ID INSIDE DIAMETER REBAR REINFORCING BAR WWTP WASTEWATER TREATMENT PLANT D DRAIN, DIFFUSER IE INVERT ELEVATION RED REDUCER WAIF WELDED WIRE FABRIC / DBA DEFORMED BAR ANCHOR IF INSIDE FACE REF, RE REFER, REFERENCE YD YARD \ DBL DOUBLE IN / DEMOLITION HATCH DET DETAIL TNT NCH REWF REINFORCING, REINFORCE DF DRINKING FOUNTAIN NV INTERSECTION, INTERIOR READ REQUIRED DI DUCTILE IRON PIPE, DROP INLET INVERT, INTERIOR RH RIGHT HAND DIA DIAMETER RM ROOM DIAG DIAGONAL JST JOIST RID ROUGH OPENING RAID RGHT BOULDER USE REVIEW SUBMITTAL DIM DIMENSION JT JOINT ROW RIGHT OF WAY DIR DIRECTION RST REINFORCING STEFI. DIST DISTANCE RV/ RAW WATER ON DOWN KW KIT KITCHEN KILOWATT NOTES: DP DAMPPROOFING DR DOOR DI'J DISHWASHER THIS IS A STANDARD SHEET. THEREFORE, SOME ABBREVIATIONS APPEARING ON THIS DWG DRAWING SHEET MAY NOT BE USED. INDIVIDUAL DRAWINGS WITH ABBREVIATIONS TAKE PRECEDENCE OVER THS SHEET, VERIFY SCALES a"tE tea" By °E~"L0 ElY` 11. P. CITY OF BOULDER ABBREVIATIONS ~A~_~L~I I p[ u"x L _eouLR21 3-AR I$ C.VE !~4CH GN _ 0RIGINAE 6rWf HY[ 9i Ur.cn soul.N, 9Yb M %FEU NO ""~IRIS AND CHERRYVALE PUMP 0C T' Aww"Mr~ G3 IF NOT ONE INCA ON AND PRV STATIONS TH,S DRAWING, ADJUST DAIL, F,, IMPROVEMENTS PROJECT SCALES ACCORDINGLY, FEBRUARY 2005 X IRIS BOOSTER PUMP STATION NO. 1 REPLACE BASKET IN E% BASKET STRAINER 12. ' II ^ A' 12' 12' MAG METER Ib' ~ ~~~LLL..NNN ~ ' 4' 2" o b I~i f 1015 FU4fP IRIS PUMP N0. 1 ND. 2 A 1" b' SO' C r 18' 12' h IRIS BOOSTER PUMP STATION NO. 2 BASKET STRAINER MA; MEIER 8' ~ 1 8' 17~ 12' 12' Ib' ` VIII T T a _ - I 0 0 ~J T- U1 IMS IRIS PUMP no, 3 NO. 4 r6" A LEGEND 6" 10' 6" 10, CENTRIFUGAL PUMP I NAG METER IRE HYDRANT I 16' 12- AIR RELEASE PRESSURE REDUCING VALVE GATE VALVE FH BUTTERFLY VNVE NEEDLE VALVE CHECK VALVE '4ATER 20NE I SAUHLE LINE $ DUALITY 20P1E WAIF 7 C SOLENOID VALVE STATION EA--KFLOW PRE1'ENI; It III BASKET STRAINER it -4 WASTE REDUCER IG sUU NI~P BOULDER USE REVIEW SUBMITTAL EA'ST VERIFY SALES w- I DA-.E RFMs*N «~N DESIGNED U': CITY OF BOULDER IRIS BOOSTER PROJECT BAR IS ONE INCH ON H PROJECT N1. ORIGINAL DRAWING. pTZA%14 BY., ' `-n:onawIm.e,,G,3 . uiIe200 ,"~jj reo. o" c,aEo ~.A ;,,-J,coloaao80228 IRIS AND CHERRYVALE PUMP PUMP STATIONS G ~m AND PRV STATIONS THIS NOT ONE DRAWING, UST z - ~ ~~10 30303102s~ IMPROVEMENTS PROJECT PROCESS FLOW DIAGRAM , ADJUS WE: SCALES ACCORDINGLY. FLAFUnAY zrc: GENERAL NOTES: CIVIL LEGEND - ROW- RIGHT-OF-WAY (ROW) IIh55CD SANITARY SEWER CLEANOUT CHERRY TREE 1. MAIN-All, MINIMUM 10 FEU HORIZONTAL SEPARATION BETWEEN SEWER/A'AST_, RA:4 WATER LINTS, WAIER 17. RETURN ALL DIS-URBEO ASFHA-T, C&C, S.DEi LKS, FENCING, SERVCES, LANCSCA°ING, GRAVEL SURFACE COTTONWOOD TREE LANES AND WATER STRUCTURES. WHERE SEWER/JIASIE OR RAW WATER LINES CROSS ABOVE OR LESS THAN DRIVEWAYS, SIGNS, IRR;GATON PIPING AND OTHER EXISTING SURFACE FEATURES TO ITS 0 A~SS1lN SANITARY SEWER MANHOLE 18 INCHES BELOW WATER LINE OR WATER STRUCTURES, ONE FULL LENGTH OF NEW PIPE SHALL BE LOCATED ORIGINAL CONDITION OR AS CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS % THAT BOTH JCINTS ARE AS FAR AS POSSIBLE AND A MINIMUM OF 10' FROM THE WATER LINE. WHERE MORE STRINGENT. ANY DISTURBANCES TO PROPERTY OWNERS SHALL REQUIRE THE CONCRETE WALK SFWER/WASTE OR RAW WATER LINES CROSS ABOVE OR LESS THAN 18 INCHES BELOW WATER LINE OR CONTRACTOR TO NOTIFY THE OWNER AND EACH PROPERTY OWNER A MIN. 72 HOURS IN O DRAIN INLET PINON FREE. STRUCTURES, SEWER/WASTE OR RAW WATER LINES SHALL BE CONCRETE ENCASED AND EXTEND FORA ADVANCE. PROPERTY SHALL BE RESTORED IMMEDIATELY UPON COMPLETION OF MINIMUM OF 10 FEET BEYOND THE WATER LINE OR STRUCTURES. CONSTRUCTION WITHIN AREA. ~ PAVEMENT O MANHOLE OR METER VAULT ELM TREE 18. DEFLECT PIPE JOINTS OR PROVIDE FITTINGS AS REQUIRED TO INSTALL PIPE TO GRADE 2. MAINTAIN MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN SEWER/WASTE LINES AND RAW WATER LINES. SHOWN. _ _ _ WHERE SEWER/WASTE LINES CROSS ABOVE OR LESS THAN 18 INCHES BELOW RAW WATER LINES, ONE FULL DRAINAGE DITCH X X FENCE E'JGTH OF NEW PIPE SHALL BE LOCATED SO THAT BOTH JOINTS ARE AS FAR AS POSSIBLE AND A MINIMUM 19. WHEN THE CONTRACTOR DESIRES ANY CHANGES TO SLOPE OF PIPES CREATING HIGH OR PINE TREE OF 10' FROM THE RAW WATER LINE. WHERE SEWER/WASTE LINES CROSS ABOVE OR LESS THAN 18 INCHES LOW POINTS WITHIN ANY PIPELINE, THE ENGINEER MUST BE NOTIFIED. e e CHAINLINK FENCE RFLOW RAW WATER LINES, SEWER/WASTE SHALL BE CONCRETE ENCASED AND EXTEND FOR A MINIMUM OF 10 ABANDON PIPE IN PLACE BLUE SPRUCE TREE I ECT BEYOND THE RAW WATER LINES. 20. MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATIONS WHERE PROPOSED WORK CROSSES, CONNECTS TO. OR RUNS ADJACENT TO EXISTING UTILITIES. THE EXPLORATORY EXCAVATION o-o-a-a-o-o-o-o- BLOCK WALL 3. ALL WATER LINE CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT CITY OF BOULDER SHALL BE MADE SUFFICIENTLY IN ADVANCE OF THE WORK, SO AS NOT TO DELAY STANDARD SPECIFICATIONS. CONSTRUCTION. IF THERE IS A CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY TEST HOLE BUSH THE ENGINEER OF THE CONFLICT'S LOCATION, ELEVATION, UTILITY TYPE, AND SIZE. -III-III- WOOD FENCE 4. FIRE HYDRANT ASSEMBLY INCLUDES THE FIRE HYDRANT, VALVE, TEE AND SIX INCH PIPE. VV\ INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF BOULDER STANDARD DETAILS. 21. SCHEDULE ALL EXISTING UTILITY SHUTDOWNS WITH OWNER. y PROPERTY CORNER MARKER TREE (LN JENTIF ED) I 1==I==I==1==h=t••h•I RAILROAD TIES (USED FOR LANDSCAPE) 5. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING WATER LINES, PLUGS, 22. CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (800-922-1987) FOR UTILITY JUNIPER TREE ]RUST BLOCKS AND VALVES PRIOR TO CONSTRUCTION OF PROPOSED WATER LINES AND NOTIFY LOCATE SERVICE. CONTACT PRIVATE UTILITIES AS REQUIRED. -7- SIGN 111E OWNER AND ENGINEER WITH ANY DISCREPANCIES BETWEEN EXISTING AND PROPOSED. EDGE OF CONCRETE S. All VALVES SHALL BE OPEN LEFT VALVES. 23. SEE DETAIL 2600 FOR REQUIRED THRUST BLOCKS AND RESTRAINED JOINTS. ¢ ALPINE TREE HANDICAP RAMP EDGE OF ASPHALT 7. CONTRACTOR SHALL ADJUST ALL WATER VALVE BOXES TO THE REQUIRED FINAL GRADE. VALVE 24. SEE DETAIL 2200 FOR TRENCH DETAILS. STU!JP EXTENSIONS SHALL BE INSTALLED SUCH THAT A SIX FOOT VALVE KEY CAN OPERATE THE VALVE, - GUARD POST - - - 25. PROVIDE JOINTS AT 2 FEET AND 6 FEET OUTSIDE WALLS. SEE DETAIL 150, 0 GP CENTERLINE 8. ALL CONNECTIONS TO EXISTING MAINS, SERVICE LINES AND LATERALS SHALL BE MADE BY THE --TOE TOE OF SLOPE CEDAR CONTRACTOR ONLY AFTER THE PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE HAS BEEN Opp POWER POLE REVIEWED AND APPROVED BY THE ENGINEER AND OWNER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER AND OWNER A MIN. OF FIVE (5) WORKING DAYS PRIOR TO -TOB TOP OF BANK; WILLOW SCHEDULING ANY CONNECTIONS. THE REQUEST SHALT. OUTLINE THE FOLLOWING: OPP POWER POLE A. POINTS OF CONNECTION, FITTINGS TO BE USED AND METHOD OF CONNECTION, y OAK B. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTION. -COG-EOG- EDGE OF GRAVEL AFTER RECEIPT OF THE WRITTEN REQUEST THE OWNER SHALL REVIEW THE SUBMITTAL AND GIVE AN FIRE HYDRANTW l1JAtLL 1REEUrdE APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) WORKING DAYS. IF THE REQUEST IS REJECTED, RESUBMIT THE REQUEST, MAKING MODIFICATIONS IN A MANNER ACCEPTABLE TO THE -RL- RL -RL- ROCK LINE OWNER. ALL CONNECTIONS SHALL ONLY BE MADE ON AGREED UPON DATE AND TIME. IF THE ~IN GAS VALVE EDGE CF PA'vEMEVT CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON MANNER, RESCHEDULE THE CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. MAINS -W WATER --E/M EASEMENT SHALL NOT BE PLACED IN SERVICE UNTIL CLEARANCE IS GRANTED BY OWNER AND ALL TESTING OF ~0 GAS METER LINES IS COMPLETE. -S- SANITARY SEWER 9. MAINTAIN 3 FEET HORIZONTAL SEPARATION BETWEEN SEWER LINES AND GAS. MAINTAIN MINIMUM 5 FEET 0CR GAS RISER TOP OF CURB -T- TELEPHONE HORIZONTAL SEPARATION BETWEEN WATER LINES OR SEWER LINES AND ALL OTHER UTILITIES. -UGE- UNDERGROUND ELECTRIC - FLOW UML r 10. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM 4.5 FEET EARTH COVER OVER BURIED WATER AND LIP LIGHT POLE SEWER LINES WITHIN ROADWAYS, DRIVEWAYS, PARKING LOTS, R.O.W. AND UNIMPROVED AREAS. -OHE- OVERHEAD ELECTRIC SIDEWAIK 11. EXISTING UTILITIES SHALL BE FIELD LOCATED, PROTECTED AND SUPPORTED AS REQUIRED DURING PIPELINE Y TP TELEPHONE POLE CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE -G- GAS P.I. (POINT OF OWNER AND THE UTILITY OWNER AT NO ADDITIONAL COST TO THE OWNER. WHEN THE PIPELINE NTERSECTION) WATER SPIGOT -BF. BURIED ELECTRIC CROSSES BENEATH EXISTING UTILITIES, PIPELINE EMBEDMENT MATERIAL SHALL EXTEND FROM FO FIBER OPTIC '&00 O V.P.I. (VERTICAL POINT BENEATH THE NEW PIPELINE TO AN ELEVATION OF D' ABOVE THE CROSSED UTILITY. gIN WATER VALVE - OF INTERSECTIOk) 12, REPAIR OR REPLACEMENT WORK ON EXISTING UTILITIES, INCLUDING OVERHEAD POWER LINES AND 26 AND FINISH GRACE 'OLES, SHALL BE PERFORMED BY THE UTILITY OWNER. ALL COSTS ASSOCIATED WITH REPAIR 0YA( WATER METER YA9}5 SPRINKLER HEAD/SPOT ELEV. ELEVATION a AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO CONTRACTOR'S ACTIVITIES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Q 1yR WATER RISER x49}5" SPOT ELEVATION OR RADIAL POINT c 13. ALL EXISTING UTILITIES MUST REMAIN IN SERVICE DURING AND AFTER CONSTRUCTION. aWSP SPRINKLER HEAD -XXX- MAJOR CONTOUR 14, ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER UNDERGROUND STRUCTURES ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT MINOR CONTOUR THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE 3 CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL EXISTING MAJOR CONTOUR RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS NECESSARY TO VERIFY ITS CORRECTNESS AND COMPLETENESS. - - FXISTING MINOR CONTOUR 15. ALL EXISTING WATER VALVES SHALL ONLY BE OPERATED BY THE OWNER. 18. THE HORIZONTAL SOIL BEARING PRESSURE AT THE IRIS SITE AT THREE F=CT OR MORE BELOW THE GROUND SURFACE ELEVATION IS 1,500 PSF IN CLAYS AND SANDS AND 8,CGO PSF IN BEDROC<. NOTE: 1. THIS IS A STANDARD LEGEND SHEET. THEREFORE, SOME SYMBOLS OR ABHNEVIATIONS APF'FARING ON ;"LET MAY NOT BE USED. BOULDER USE REVIEW SUBMITTAL THIS VERIFY SCALES K0. DATE RM50x By CHK. Or`lrm 0 eY CITY OF BOULDER PROJECT 40. BAR IS ONE INCH ON MAN =tvmP.ArberAsm6ale5 BOULDER2! ORIGINAL DRAWING. DRAWN W. JFA Jnlon BoWevab5uhe 200 + + CHECKED 5'dU ':D. D„ 1„ L I ~ celome~'.m IRIS AND CHERRYVALE PUMP = V~ ' l'ebsllc: ' wwMeibererm CIVIL NOTES AND LEGEND Cl IF NOT ONE INCH ON _ Fho~~: 303831.4700 AND PRV STATIONS THIS DRAWING, AOJDST DATE: ~~;'i1: J1:: F,, 303831.00 IMPROVEMENTS PROJECT SCALES ACCORDINGLY. eeaxaLRV gas - - : d t Nms I Y 0.39 ACRES OF I 1. CONTRACiOR SHALL LOCATE AND POIHOLE LX15FING PIPE LANDSCAPED OPEN SPACE w" - INTEPCOIQNCCIIC14S TO VERIFY LOCATION AND ELEVATIOm- II o FF-iiUI.::'! rvY 2, MECHANICALLY RESIRAIN ALL IJJ FITTINGS. 3. PROVIDE THRUST BLOCKS FOR ALL BURIED FITTINGS IN \ \ s • \ - - - - - - - - - - - - _ _ - _ ACCORDANCE WITH DETAIL 2560 a. LOCA1104S OF EXISTING UTILITIES ARE APPROXIMATE AND )U E -DE1201.ISFI EX SETUP S~;F LrtC- SHOWN FOR REFERENCE ONLY. CONTRACTOR S4AtL LOCATE ALL WMP AND X SUVIR D I r 1 r , c c r CON4 APRON, I EXISTING UTILITIES PRIOR 30 COMMENCING CONSTRUCTION. Afll PIPING, VALVES AND Ea 12-V SEE DIET 3212 APPURTENANCES c I I 5. LOCATIONS OF EXISTING VEGETATION ARE APPROXIMATE AND ARE PROPERTY LINE €X 16• BFV EX 16°xF " EX TEUPOARY o f HOt4N FOR REFERENCE ONLY. NEW PIPINC AND UTILITIES SHALL ( TRANSFORIdER r 1 r -1 [X METER PAD a BE LOCATED SO AS TO PREVENT DAMAGE TO EXISTING TYP Rf.17UCEA DENCFWARK 5301,50 ROUND TOP FLOOR DRNN ( ) ~ R L J L J - I',~ VEGETATION.. II. wITN CLEANOUT AND E T~ 6 _u rsEE suRvEY EX IG Yr CONTROL NOTE + BACKWATER VALVE 6. GRADE SHALL SLOPE AWAY FROM THE BOOSTER PUMP STATIONS. (JOSAM MODEL 382541, I - `Icy I a, Al SHALL CENERALLY SLOPE FROM NORTFIWEST TO THE = = Elf IRIS SOUTHEAST THROUGHOUT THE SITE OR APPROVED EQUAL) •'rlu; L I r ' I CONNECT 4'55 TO - - KC ,STEP PUMP 1 k i4 JLIf,1 _ 8 Fl. SIDE YARD I i IP.-~ - F ; J3 SETBACK (BASED ON TII SUMP, HEEET SEE DE? 2 THIS SHELF CORE DRILL: 16 FT. OU4Di'N 1 HEIGHT FROM WEST POINT) r u flN 1 -I SuIrEY C NTRQL NOTES: IHROUGH Ex" LO CONCRETE 1- WALL_ EX1SLINO CONTOURS ARE TAKEN FROV CITY OF BOULDER 2003 V 4 SS 9 2.Bq SLOPE rv ` p `I G '4' ~•I -'i D.5F1. PIXEL DICIIAL AERIAL PHOTOGRAPHY AND SUPPLEMENTAL ` LD g 8 Fl SIDE YARD IAR INFORMATION. HE AERIAL SURVEY 5 BASED ON COLORADO ~ ~ SETBACK (A9CD QQQN STATE PLANE NAB 63 NARN NORTH ?.ONE AND NAVO 1486 a - 1RANSFOR MLR SEE DETAIL 1 15 FL BUIiDING IL-5292.72 t ) F-;:91 r 'vLq THIS SHEET 141 fR010d 2. VERTICAL CONTROL SHALL BE BASED OW AN ASSUMED CROURU RE' ELEC RICAL Rmh c FOR HORIZONTAL LEVEL FINISHED FLOOR ELEVATION OF 5301-50 IN TII€ EX IRIS LOWEST PONE)- CONTROL DAtIIU BOOSTER PUMP STATION NO. 1. THE VERTICAL CONTROL ELEVATION CONCRETE FILLET ~ N 9970,33 LOCATON „ I HAS BEEN SELECTED EASED ON THE CITY OF BOULDER CONIOU.R x c>tl, ROOF LINE E 10004.37^ flEVATI0N5_ A SQUARE ETCHED IN THE CONCRETE FOUNDATION ON ~I Y THE EXTERIOR Of THE BUILDING IUJJEOIAIELY SOUTH OF THE EX1511NG ITOUiLE DOOR SHALL BE USED AS THE. 5301.50 CONNECT N 9970.33 1J-B'} C q ( ( TEUPORAAY BENCHMARK. I61V 10 45• BEND E 9979.00 CONCRETE APRON, n 2a' iRANSIIIDN p111,1 1, r 1 FULLOWNC CONSTRUCTJON, THE CONTRACTOR SHALL TIE THE SITE 2 CONNECTION TO EXISTING SUMP DuAUNG, DRESSER EX 16V n_ n _ R SEE DLT~~ E IN AND INCLUDE THE REVISED 6 0 STYLE 62 OR _ _ _ ; 3212 ELEVATION N aNTHE RECORD 2Jl DATUM C2 I = t'-0 - NO 'HE E ~ I I I I F 4A'BBN ON THE DRAWINGS APPROVED EOUAL • o I~ 2..5' DEN17S- - - _ _ r •i - ~r o a o { 3 / i I `SE CORNER OF IRIS AND BRIDGER FRAIL, ALUMItIUIdCAP II RIS BOOSTER h I 11214 F r o + MARKED 'OB & CO PLS 23579.' .0 ! f a PUMP STArION AfyHAIT pl I I f . v ACCESS M AD CLEVAHOM - 529b,39 Ll0 11 NO. 2 4. HORIZONTAL CONTROL SHALL BE EASED ON PROJECT COORDINATES. s; 1-4-SS 4 11.0 SLOPE I F - I THE SDOtHWE51 CORNER or THE Ex IRIS 0045tER PUMP SV.tICN PIF R 5 IN I X16- BFV _ - - _ -rAj I N0. 1 SHALL 8E SET TO N 10•GC0.00 E 10.060.00, AS INDICATED v l1 1/2-SA -SEE DEL. 3 THI - ON OFT. I/C2. IC,bF 1614 AT ELEVATION OF APPAO . 5294,72 CONNECT IF 'OF 4-SS AT ELEVATION OF APP X. 5290!0 F I t6W IO `N 9954.33 ? T 6'14 16. 0FV SHEET FOR 1 9979.00 DEMOLITION Of EX I6'V! EX PIPING PEMDLISH tX PI !C 6'x12' N 9954.33 AND AF'PURIE A ICi..S ED I w r - I LIMITS SHOt4N TO - n REDUCER E 10004.33 _ + ilr 25 RAUIUS \ II o 16 m IT ; FROM BUILDINC,' I I ;?r:tG FACILITATE NEW WORK; ~ I 4 WYE AT C SALVAGE A40 REUSE EX \ - INV ELEV OF 16'.16x6 FEE I? 0 ' FIRE HYDRANT FW, ii L- ? I !J'PRO .5290.16 I r RE: 9Ff, PlhS - _ r - Q _ - L ' (9 LEAtiOL HORIZONTAL CONTROL l~ I DATUM w ~ SEE DET. 2.621 N 10,000.00 _ a a r r E 10.000 DO ~f y SALVAGE AND REUSE I ? TRAJJ51DON + LQWf51 PQINI _ _ _ O < F% FIRE HYDRANT-- + 1 ' . COUPLING, 4ACSSE I, . 5301,D0 FT. w - - - ~ FC DEk 2550 (rypI _E 62 S .E 62 OR A -I t~ -s3D2- PROVED EQD ' 1 I IORIZONTAL CONTROL DATUM z _ I Qa NTS 24.16- RE Eti - 'E% .I•!In tP•~5 - 1 I S.l~i--1 111 G2 w _ u ri - r - 1 1 1 s t 1 EX 21"V" fti 4 F 1 a . 4'SS IE=5268.50 4 S - 5 Stn E + n, 3 DEMOLITION OF EXISTING PIPING _ - _ I' ~ l~ ~ _ _ ~ i _ RliCC900 ~W1T.IITTING 61NVERT,.-s/~-/ ft.16RFV /r ' ELEVATION OF EX BSS 15.-, l~ IPPRO I AT lr `,287 ate' f 10 0 1G 70 SITE PLAN "rr - BOULDER USE REVIEW SUBMITTAL - -SCALE QF FEET V[PiFY IS 01 SCALES No. GAPE Ni,5;ON BY ARK, DESIGNED 9Y: CITY OF BOULDER IRIS BOOSTER PUMP PR3JECT I~o BAR IS 419E INCH ON .VAR ftEfiaNP./aberAssaoales BO+JI.Dt:R2t ORIGINAL DRAWING. DRAWN 6V` 08un~mRa'!"zSum2m S,,EEt-N4.-- - 1 - JPA r at oo d,,Colozda8ma MIS AND CHERRYVALE PUMP ,l ~T~+ W a xr.u, STATIO S C~ er, F NOT ONE INCH ON RJA w W.. F; y 3.;,Ono AND PRV srArloNS OVERALL SITE PLAN fiGALC sicco~aiciv DATE u48CN yoo, IMPROVEMENTS PROJECT fit F UDDER TO A`L~E'iATC" BUILDING CODE ANALYSIS BUILDING CODES: 2006 INTERNATIONAL RUIIDINC CODES 2006 INTERNATIONAL FIRE CODE / I OCCUPANCY: F-2 FACTORY INDUSTRIAL 1044-HAZARD It I I< \ I I OCCUPANCY \ CONSTRUCTION 'TYPE: TYPE V-B I L. L _~j LOWER LEVEL PIPE .Ai!LRY I ALLOWABLE AREAS: 13,000 SQUARE FELT, J - ^ I ALLOWABLE HEIGHT: 2 STOP.IES ACTUAL AREAS UPPER LEVEL 500 SF LOWER LEVEL : 492 CF OCCUPANT LOAD: INDUSTRIAL AREAS: 1 OCCUPANT PER 100 CROSS SF 1 I FIRST FLOOR: 500/100 = -5 PERSONS LOWER LEVEL : 492/100 = -5 PERSONS " I EXIT ACCESS 11~ _ TRAVEL DISTANCE: PER TABLE 1016.1 F-2 OCCUPANCY = 300 FEET r l~ I PIPE GALLERY EGRESS: PER 1015.6.1 EXCEPTION 6, LADDERS ARE PERMHTED IN THE MEANS OF 1 EGRESS FROM GALLERIES. I< ~ I I ACTUAL EXITS GROUND LEVEL: 1 EXIT L - I LOWER LEVEL: 2 EXITS VW LADDER TWO LADDERS WITH A HATCH TO THE FIRST FLOOR ARE PROVIDED AT THE WEST ENO OF THE LOWER LEVEL TO PROVIDE TWO MEANS OF EGRESS TO { - - _ - - _ - W - - - - - - - - - - - - THE FIRST FtDOR FRDM THE LOWER LEVEL. C-. LADDER TO u:•~~• FLOOR HATCH ASOVE LOWER LEVEL FLOOR CODE REVIEW PLAN ARCHITECTURAL DRAWINGS SYMBOLS 3/8" = 1' 0'• D L DOOR DESIGNATION XXX LOUVER DESIGNATION OFE FIRE EXTINGUISHER ;)iloll 14-'1~' ~II I Ii 1j4 W P . • XXX WINDOW DESIGNATION ROOMORAME ROOM DESIGNATION F _1 -1 II F I WALL TYPES B" CMU NATURAL STONE VENEER - I - -1 ARCHITECTURAL GENERAL NOTES - - _ - - - - I I _ I. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO NOMINAL SURFACE OF MASONRY AND CONCRETE. EXIT AT GRADE - ' - _ _ _ _ _ _ 2. DIMENSIONS OF DOORS, WINDOWS & OTHER ITEMS IN WALLS ARE BASED ON NOMINAL MASONRY COURSING C I OR ROUGH OPENING DIMENSIONS. FIELD VERIFY AND/OR COORDINATE DIMENSIONS OF ITEMS W/MASONRY r• ` i ~ k/OR FRMG CONSTRUCTION AS REQUIRED. r _ 3. "FINISH FLOOR" REFERS TO TOP OF CONCRETE SLABS. FOR DEPRESSED FLOOR, PADS AND CURBS, SEE STRUCT DRAWINGS. SEE BUILDING SECTIONS FOR VARYING CONDITIONS. 4. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL BE COMPLETELY PROVIDED AS IF { I DRAWN IN FULL. I I I 5. VERIFY SIZES OF AIL EQUIPMENT TO BE PROVIDED IN THIS CONTRACT OR BY OTHERS & COORD All ROUGH-IN & SUBSTRATE DIMENSIONS TO DETERMINE ACTUAL REOUIREO SIZES OF PADS, CURBS, KNOCKOUTS, BLOCKOUTS, ETC 6. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER CATEGORIES OF DRAWINGS FOR ADDITIONAL NOTES. r 7. VERIFY AND COORO SIZE AND LOCATION OF, AND PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS, ACCESS DOORS, FURRING, CURBS, ANCHORS, AND INSERTS. PROVIDE ALL BASES & BLOCKING REQUIRED Ili hi b I'~. FOR ACCESSORIES, MECHANICAL, ELECTRICAL AND OTHER EDUPMENT. 8. NOTES ON DRAWINGS INDICATE SOME OF THE ITEMS TO BE PAINTED. REFER TO SECTION 09900 FOR OTHER GROUND LEVFL FLCCR CODE REVIEW PLAN REQUIREMENTS FOR ITEMS TO 8E PAINTED AND PAINT SYSTEMS FOR EACH SUBSTRATE AND/OR MATFRIAL. LEGEND NE TYPE DESCRIPTION /tom POINT INDICATES DISCHARGE AT R65 ~1RAYEL 70 /■■/~.+a■■~lw'\/)) BOULDER USE REVIEW SUBMITTAL NO. DATE AENSIClI BY CMG. aKxnm 6r: ?AQ~ECT NO, VERIFY SCALES - ~'tlP. All ASSDdaICS BAR IS ONE INCH ON PB - SHOR'f ^"c CITY OF BOULDER ARCHITECTURE DOULDER21 ORiGIw1, DRAWING. GFAwN ft. yy ~ Arb / ~ j :cnbnBoMevar4,Suile1~ n a E N N A N 5H:07 yp Ddoma. 6DUa=-LE-TS IRIS AND cHERRYVALE PUMP 0" CHECKED BY., GENERAL NOTES! SYMBOLS Al 1" T Ile: 1w.wu,m. 7 F NOT ONE INCA ON I e: M3.831 3.631ATW AND PRV STATIONS "29D F.-- BUILDING CODE ANALYSIS THIS DRAWING, ADJUST IMPROVEMENTS PROJECT SCALES ACCORDINGLY, FEBRUARY 209 - = sa; cs A A.5 A. 27'-4" 4,_6„ 11_011 4, 1" q, 4'-7° O., 4'-c 1'-0 1 1/2" 2'-10" 0 1/2" 11 2 L T rtxi.. - - -+7'r-~n r-nr~-~r r rsr,--i'--tee'' r,.~. 9 ....r~rt - ti d.. - ",y~11 r f ~lil v'r'I _ N% X n'N rLR I t r I i 0 I _t EE=5301.50 ° C ` G. B I ~ ~L,r.L I R - L I C, I I 15 PUMP ROOM ' a 2 r' `=3 ~ I I 1DD To ~ i 4. GALLERY FIN fLR X I~~----~~-- - - - - I l' ~ Q 001 FL=15294 17 I V I r ~ - _ I T _ _ - _ _ _ _ 1 I i I U ~ m a I y I F1 G)s f SLOPE 5 X10 7 Q I I 3 ' v T 12 l 2 10 1/2° 2'-10" 10 1/2' 4' 4'-7" 4'-6" 4'-6" 44'11. 1'-0" 1'-0 - 1'-0 1' 0' LOWER LEVFI FLOOR PLAN GROUND LEVEL FLOOR PLAN 3/S' V o' GENERAL NOTES _ I. UNLESS OTHERWISE NOTED, PIER DIYL',:IONS ARE TO NOMINAL SURFACE OF C!dll, STUNE VENEER, AND CONCRETE. KEYNOTES CAST IN PLACE CONC EQUIP PAD. COOAO SIZE 9 GRATING, RE: SIRUCT _ t A14D LOCATION W/ PROCESS, RE: SIRUCT 9 O WOOD COLUMN, TYP. RE: 1/At 1D FIRE EXTINGUISHER AND WALL DPJ+CKET 6" CMU WALL, RE: STRUCT, TYP. 11 4" THICK RIGID PERIMETER INSULATION, R-20 0 4'X6"X72' CMU PILASTER, TYP. 12 WOOD CORNER COLUMN, TYP. RE: 2/AI 4 3'-6" X 3'-D" ACCESS HATCH W/ LADDER, 19 ASPHALT ACCESS ROAD, RE CIVIL RE: 1/A7 O 9" SANDSTONE MD55 ROCK VENEER, TYP. 14 CONCRETE PAVING, RE: STRVCT AND CIVIL LINE OF MONORAIL OVERHEAD, RE: ALUM LADDER TO HATCH ABOVE, RE: 1/A7 15 STRUCT { WOOD COLUMN DETAIL 2 WOOD CORNER COLUMN DETAIL 6 _uu~ cyr, ~A ANC Re. STROGI A'4D MECH A, 11/2'-''-D" A{ BOULDER USE REVIEW SUBMITTAL VERITY SCALES so. DATE RMS04 7 cwc DESIGNED sr, - i1 u>a'r o F. Amer Assw roles " ° IRIS BOOSTER PUMP STATION PROJECT AOU OULOER21 BAR IS ONE INCH ON Ps I CITY OF ~-11~D i~ : Unlcn Rouleverd, Suiie 2A0 + e N N n N ORIGINAL DRAl9ING• DRAWN EY nr I" °d,r,~oaaoeo22e sa~T No. D"~1. CHECKED Sr ' {~1 I rHI7ECTS IRIS AND CHERRXVALE PUMP NO. 2 T-_ W~d1.e700 AND PRV STATIONS A2 IF NOT ONE INCH ON aooa3+.acn THIS DRAWING ADJUST DnTE. a+'A as r ifE: F„ 303.83+.0290 IMPROVEMENTS PROJECT FLOOR PLANS SCALES ACCORDINGLY. rA•raxM.4Rr.ooe A 61-6" 3'-6' 2'-2" Tfi'-U" 2.' 2" Y-6" a T M A w ~ ~ 6 U 'r~ I 3 3:12 ~a 5 B N L •N r /5 ~!lzz N - I N a 6 l io ~ /iq) o 7 1 IIIAL - - ' , SOFFIT VENT DETAIL A3 ROOF PLAN KEYNOTES 3/8" = F-"' LINE GF CVU AND STONE VENEER WALL BELOW AEG MOOD SOFFIT BELOW, TYP. ' O LINE OF CUPOLA SIDEWALL BELOW v ROOF SHINGLES ON ASPHALT COATED UNDERIAY 3 ON WOOD SHTO, RE: STRUCT O HIP SHINGLE, TYP. RIDGE SHINGLE ON RIDGE VENT SOFFTT VENT IN UPPER LEVEL SOFFIT, RE: 11r,3 SOFT,TVENT, IIN CUPOLA SOFFIT RE. 1/A3 BOULDER USE REVIEW SUBMITTAL VERi Y SCALES NO. DATE a 1OBr d12L DESISNFD BY - - PRR FCT Ica BAR IS ONE INCH OH PH ( - 11°"T rd P, Adwr Am i&s CITY OF BOULDER IRIS BOOSTER PUMP STATION BOULOER2, DMWN Bfi m Bodmird, Suk 200 H a E N N A N ORIGINAL pRrvrlNC, yu Arber ;,a,r~n,aEOUS n C , ,TENS IRIS AND CHERRYVALE PUMP NO. 2 SL`~A 0"~~ CH COED 8f a: wwwxEtrar o 3 IF NOT ONE INCH ON AND PRV STATIONS ADJUST THIS BRAVING, NGLY. DAB F '~0"°~' IMPROVEMENTS PROJECT ROOF PLAN SCALES ACCC~CNUGLY. ranauAar sues ~ ` ` ° " ~"n,, eF e A Ar A~ B TTA ~1 1 T.D. A6GE fRAMiNG 8 LD, R10GE FR+SIIRG E!-5317J1 ~ ~ ~ ya~~ i - -~~EL-5317.11 FY T'r I. MZ, T.O. AUSOFtliY EL=5310, 18--- - __~1 - 1.0. R4l5CNRY EL=5310.18 © v fl- aJ~ L 1 FIEL 53OI.5 S. x -..~kC1 ~Y) ,_-e- FIN. FLR. i ,2, a --,u E1=5301.5 lOPrf51 POINT _ .~I - LOWEST P01 EL-SJDI,D I EL-5301. KEYNOTES n STONE MASONRY VENEER ON CMU, TYP. 02 ALUM LOUVER, RE: 5&6/A7, RE:MECH IC9 WOOD CORNER COLUMN, TYP. RE: 1/A2 / ~ H,M. DOOR AND FRAME, PANT, TTR 1 EAST ELEVATION 2 NORTH ELEVATION 0 1 A4 1/4„ = 1' 0" A4 5 0 fIBERGALSS SHINGLES ON ICE GUARD AND ASPHALT COATED UNDERLAY ON WOOD SHTG, RE: S7RUCT OR HIP SHINGLE, TYP. 7 RIDGE SHINGLE ON RIDGE VENT, RE: 3/A6 WOOD COLUMN, TIP. RE_ 1/A2 p h W000 REAMS, RE 1/A6, lYP A5 - v 6 (r / T.O. RIDCE FRAMING_ T.O. RIDGE FUTAING C1=5117.11 S ~4 I ffl I t 1:. u t zI r 4EII T11 r E T,0. I,U,S9hWY ~ _ _ T,O. M1504tT CL~5310.18 EL-5310.18 K 3 a - ~ lA] - ) t C7~ - 1 FAN. M. c1, I FIN. FLR. EL=530 L5 /t-~ r FL-5741.5 LOWEST POINT LOWEST POt EL=5341.0 L/ I 8 f1=5301 . C1 .1 - - - - - - - WEST ELEVATION n SOUTH ELEVATION A4 7/4" = 1'-0' A4 1/4" - 1' 0- BOULDER USE REVIEW SUBMITTAL _`I_GRIPY SCALES ND. DATE REVSIIkJ m era. DESIGNED BY: _ - 1q, 'T NO, PAR IS ONE INCH DNOP.PfirASCda~s o n n 90ULDER21 pa - ~•,~oR, CITY OF BOULDER IRIS BOOSTER PUMP STATION DRAWN 4Y: wn ~alme 11:2Y.' 11 ORIGINAL DRAWING. urr ¢~cHEO V. v be ° nG. DaW wloffi729 nA Tr NO. 6rr;E NO. IRIS AND CIIERRYVALE PUMP ~ I I'J~ _1~IF NDT ONE INCH ON AND ?RV STATIONS _ p THIS DRAWING, ADJUST DALE; SCALES ACCORDINGLY. WCH 200 - IMPROVEMENTS PROJECT BUILDING ELEVATIONS 17 62 DWV. A 2 A6 IiO. ~rA50NR _ ~`rL" :r _ T.O. MASONRY I" I EL~53T0.17 ~.;:I i F.Le5310 .1 / d I I L ~ I I ro~ ~ - s a m i I s h n j~ I I FIN. FLR. I FIN. FIR. II EL=53015 _ _ EL-53065 M 1- 1 ICI ~ II !rl .l. f III~N~I I~iil I Imo" I-I "i T I_IC ~I~f~ tl TIHII-I e. - ~~I 1 'I-I bmwiI- IF?F LI~11Jlkau (i FI nl~u~l fl IFl II~rT[ a II~[I I ur~~ II f,l li i ICI I rT -11 Irl-I( Ii~l IJI/ - - / I-1 I~Ib 7 17= i ~T ul I IT Ott a ~.L 1-u s I IplrlIF I IIEII LJ L_ Ill -HI - I I~ J I-lil a II-I ~ .1 F III IIIJII 1: 11 'I L l. all F II IICIIgIII a ~1~ IHII-f q~ -I~I~rTr ~I 1-IE gl t J- -L III .:d II II'~ TL ~~1 -1I~1~~~,I- 11 ill~ll ~I1 ~ru1_I~ 7 17 In ~"lrt pI_ _nl I:, d d ~ d. A- BUILDING SECTION a BUILDING SECTION A5 3/8" = 1'-0" A5 3/8" - 1'-O" KEYNOTES 1 CAST IN PLACE CONC EQUIP PAD. COORO SIZE AND LOCATION W/ PROCESS, RE: STRUCT O WOOD COLUMN, TYP. RE: 1/AI 8" CMU l9AII RE: STRUCT, TYP, 4" THICK RIGID PERIMETER INSULATION, R-20 O 3'-6" X 3'--0' ACCESS HATCH W/ LADDER, RE.: 1/A7 4" SANDSTONE MOSS ROCK VENEER, TYP. LV ALUM LADDER TO HA1CH ABOVE, RF.: 1/A7 BOULDER USE REVIEW SUBMITTAL VERIFY SCALES NO. DATE REY40N V CNN. Dc5014E0 UY - PROJECT NO. 80ULQER27 Pe - - HOHT ° CITY OF BOULDER IRIS BOOSTER PUMP STATION BAR IS ONE INCH ON s NP.AterAssxales ° SRIiE'f 4G. DRAWN BY: °Urlon DaMa.rd, S00 700 R R+E N M A N ORIGINAL DRAWING. eil, Ylf uxd,WnaAo°°72B 14ITECT.S IRIS AND CHERRYVALE PUMP NO. 2 ~Em Ai-bei'A ww.'teC~¶ AS F NGT AND PRV STATIONS oNI INCH ON Ph° 30383107°° A ].RACOADJUST DAB ~ Far °'°"0190 SC SChL P89RUARY 2005 IMPROVEMENTS PROJECT BUILDING SECTIONS [5 ACCORDINGLY. - _ - -i_ _ - - _ _"-F.^•. ?F 8 11 5 11 1.0. MASONRY - - - - EL=5316.17 tD V n CUPOLA DETAIL - A6 1 1/2", 1'_0" ` t KEYNOTES CAST IN PLACE CONC WALL RIDGE VENT O/ WOOD COLUMN, TYP. RE: 1/Ai O TWG WOOD SOFFIT, TYP. 8" CMU WALL, RE: STRUCT, TYP. 10 4" THICK RIGID PERIMETER INSULATION, R-20 O CUPOLA SIDEWALL G WOOD TRUSS 4 ROOF SHINGLES ON ASPHALT COATED UNDERLAY C S ON WOOD SHTG, RE: STRUCT 4" SANDSTONE MOSS ROCK VENEER, TYP, SOFFIT VENT, RE: 1/A3 ,J FIN, FLR - - - - EL=5301 -I -I 1 1 -11 1=1 I Ed I t4 _I El 11711 1=1 I 1- - I I-= I - ml I --I -i -1 - 11=11- 1= 1= - - -I- U `I -1=11= 1=-l I _ I I ~ I- I = I i I_ i- ii-ii i -111-11 1=1 i i-i z WALL SECTION _ BOULDER USE REVIEW SUBMITTAL VERIFY SCALES NO. DATE AEV6104 B1' CHK. x-SIGNE] B!: l LDE~s1 BAR Is ONE INCH ON PA ao.ub.,A CITY OF BOULDER IRIS BOOSTER PUMP STATION `LDEI ORIGINAL DRAWING. ru Arber~ x';' : IRIS AND CHERRYVALE PUMP O le A~CHIIEGT° NO. 2 " ®T" CMECKED AY I . - AL IF NOT ONE INCH ON 303.83,170: AND PRV STATIONS U SCI FS NGEY, N2: F3.~ a33ll,~ S oN w1NC, ADJUST 1:~ In C DAM PtAAU AY 2009 F" "'A"~_'' IMPROVEMENTS PROJECT WALL SECTIONS S A LNG - - - - - - - - - - _ - - - [A6 0E SEE FLOOR PUN LADDER INTERIOR #5 BAR & GROUI EXTENSION STRAP ANCHOR J SET INTO SLAB j All JAMBS t 12' BOND BEAM T in ©X ( 7TA ~GROUT SOLID- HATCH p00R SEALANT PL ;/4' X 11 INSTALL St4EEP TO CEMER NTERIOR THRESHOLD CONC. SLA9 /2" X 6'_4" EUIJINATE ALL G!FS FUL ON DOOR FRAME, G30ERI,VE EXTERIOR7E,R CROUT AND BELOW DOOR SET IN FULL BED SEE STRUCT d 1VL! SEALANT II47ERIOR EXTERIOR P EXTERIOR, FULL 5/8 REINFORCE 3 OF SEALANT, ' CELLS AT JAMB SECURE ❑ EPIME?ER - 4" THICK RIGID EA. SIDE OF TO SLAB PERIMETER 3" ALUM. CHANNEL OPENING INSULATION, RAILS, PAINT, TYP R 20- 1 1/4" SERRATED ALUM RUNGS (I H.M. DOOR JAMB DTL H.M. DOOR HEAD DTL 4 H.M. DOOR SILL DTL 112" O.C., TYP. A7 1 1/9" = 1'-D" A7 1 A7 t" MIiJ F] .-7 u ALUM ANGLE WAI.I- BRACKET 0 4'-O" O.C. MAX. TYP. - - ❑ INTERIOR 4 ' 12" CPAU MASONRY LINTEL, ALUId ANGLE FL0f7R _ SEE STRUCT BRACKET ❑ BACKER ROD & 6'-4' SEALANT 0 PERIM, 3'-0' 3'-0' EXTERIO INT & EXT Q 'S ALUMINUM Q m ry LOUVER w 1 1 - - I n NVERTED BOND n HATCH AND LADDER DETAIL :OOR A 3F-AM TO ROVIDE SILL BACKER ROD & SEALANT 0 PERIM C J INT to EX7 DOOR AND FRAME ELEVATIONS 2'_10. 1/4" = 1'-0" 3 1/2 2'-3" ] 1/2' 8" CMU r~ DOOR SCHEDULE ~D DOORCESIGNAIU01tl D003SCilifWLCUpICS: I AllDETA1LSAREREFEAEKCEDTOTHISSHEET UNLESS 2 SEE SPEC SECTION OVID FORHOWRE DOOR DOOR NUMBER NOTED DTHLVA11H GROUPS. 0 MOSS ROCK DOORS HDWRE FRAMES VENEER ODOR TYPE DIMENSIONS HDtNRE DETAILS PO(fi _ N I O. W H TH MATERIAL FINISH C.RvUP F6~iiNG ,PE HEAD .In'A9 g!L MATERIAL HWSi fF_'h';4KS 11„ C ~J N GfAO c 7EEKYIMP i - A 1213'0' T-2' 134' HM 'kIP 1 0 f 3 2 1 HIA PAINT I s LOUVER DETAIL A7 1 1J2" = 1'-0" LOUVER ELEVATION BOULDER USE REVIEW SUBMITTAL VERIFY SCALES t10. DATE 9 m CHK' DESC"D 3Y; d P.wCe A ma B P4~1EcT No. eOULDER_21 BAR IS ONE INCH ON Pe ( P.Arto~do11D GII~RT CITY OF BOULDER IRIS BOOSTER PUMP STATION DRAWN Br: Union 13-1-a d e 'e o a u N A N SHEET NO. ORIGINAL DRAWI NG. uy AGCArber HI7ECT~ IRIS AND CHERRYVALE PUMP 0" CHECKED BM 1kbS'IX Uh41V. xf :x 11 C ,ae ] NO, 2 IF NOT ONE INCH ON - 1Pl-e: 303.83I4700 AND PRV STATIONS THIS DRAWING, rT °"T iF:~f> sacra, Fa` '°3830"0 " IMPROVEMENTS PROJECT DETAILS - - 1-W QF BID ADDITIVE 'A' IRIS BOOSTER PUMP SIAIION NO. 1 IMPf OVEMENTS 34'-4" ~ 21'-4" 5 I L - L 0 b PUMPROOM iB n 100 a< 2 - 279 SE. a a e~ Erl 5 Tn !51 _ s ROOF PLAN n FLOOR PLAN 1 y o y '{r G} 5 IRIS FAST ELEVA ON~ 4 IRIS NORTH ELEVATIW TO F 1 t ~I 1 l~taJi'izI J 'Lt a I>y.,^.d,!}1J'.45i 4~ _ ~:~LF ~LI;.IVS 17,x.1 1-1 d V l1 s IRIS WEST EI-EVATION a IRIS SOUTH ELEVATION KEYNOTES REMOVE EXISTING ASPHAI-T SHINq.1- ROOFING AND 0 HEMOVE AND REPLACE DAl'A3ED AND LOOSE CFCAR RFSTO4` AND CLEAN EIISIING NATL'' STONF 10 ACCESSORIES AND REFV,CE WTH FIRERG,IuS TRIM, FASCIAS, AND DIUENSIONN. LUMBER FlNISH R VENEER AFFROXIMATEI' 9}n0 S.F, SEE SHINGLES AND ACCESSORIES SPECIFIED IN SECTION fO MAFCH EXISTING. SEE SPECIFICATION SECTIONS SPLCIFCATION SECTION 04900 P< 04400. 07310 ROOF SHINGLES. PROVIDE ICE GUARD, 06200 AND 09900 FOR OTHER REQUIREMENTS. UNOERIAYMENT AND FLASHING AS SHOWN ON ARCHITECTURAL DRAWINGS. ROOF APPROXIMATE REFINISH EXISTING WOODWORK. RESEAL JOINTS S.F.-1,030 4 BETWEEN WOODWORK AND ADJACENT MATERIALS. SEE SPECIFICATION SECTIONS 06200, 07900 AND REMOVE AND REPLACE EXISTING WOOD DOUBLE 09900 FOR OTHER REQUIREMENTS. DOOR AND FRAME WITH HOLLOW METAL DOUBLE DOOR AND FRAME. PROVIDE NEW METAL DOORS REMOVE AND REPLACE EXISTING WOOD LOUVERS AND FRAME TO MATCH METRE ODORS AND FRAMES (5' WITH NEW ALUMINUM LOUVERS TO MATCH LOWERS FRNdOE.S. EO PROVIDE DE NEW FINISH 08100 METAL HARDWARE DOORS TO AND MATCH v SPECIFIED IN SECTION 10200 LOUVERS. SEE DETAIL 5/A7. COORDINATE TNAL DETALS WITH ENGINEER FINISH HARDWARE. SEE SIMILAR DELALS ON SHEET A7. COORDINATE FINAL DETAILS WITH ENGINEER PRIOR TO PROCEEDING WITH WORN, HE MECH. BOULDER USE REVIEW SUBMITTAL PRIOR TO PROCEEDING WITH WORK. MERIfY SCNF NO, 041E REOISIDN BY CHIC OakCHM BY: - P D Eri ND. PB _ olar :v° CITY OF BOULDER IRIS BOOSTER PUMP STATION W IS ONE INCH ON - .d P.AharAUOC~ht EOULDFR21 %ACNNAN ORIGINAL DRnvWlrWr, oaAwM BY: s•;:Fr uo. 11' ~ q 0"~~ I.. CHECKED 9Y; 1 ,md•CobncaE~T14 cHIrr In IRIS AND CHERRYVALE PUMP "-I AND PRV STATIONS N0,1 IMPROVEMENTS Ag IF NOT ONE INCH ON - w3.e3 roa THIS oaaWlNc, JUST 103@3 W1E IMPROVEMENTS PROJECT 21 67 SGA! ES ACCORDINGLY ~tlArN oal - - - - - - - - - - -.PY: OF _ EQUIPMENI PIPE FITTINGS VALUES 3"0 AND SMALLER OR --C>o- GATE CENTRIFUGAL PUMP (DRY PIT) LARGER THAN Y4 ~ IRRIGATION CONTROL PIPE KNIFE GATE CENTRIFUGAL PUMP (WET PIT) OR BUTTERFLY \...J --x- WELDED JOINT GLOBE PISTON PUMP BALL GROOVED PIPE COUPLING JOINT _ y 1F VEE-BALL DIAPHRAGM PUMP ~ FLANGED JOINT ~ DR -IMFF I- PLUG OR COCK 1- BLIND FLANGED JOINT Y NEEDLE PROGRESSIVE CAVITY PUMP -1~A - DIAPHRAGM S 0 GEAR PUMP OR BLOWER MECHANICAL JOINT SOLENOID (POSITIVE DISPLACEMENT) n COMPRESSOR (PISTON) BELL & SPIGOT JOINT (LEADED) LLCJ]- FLUSHING CONNECTION COMPRESSOR (CENTRIFUGAL HUB & SPIGOT JOINT M 0/C MOTORIZED (OPEN/CLOSE ACTUATOR) OR BLOWER) v (RUBBER GASKET) 3 FLANGED COUPLING ADAPTER (FCA) M MOD MOTORIZED (MODULATING ACTUATOR) EJECTOR-EDUCTOR®"~--- CHEMICAL FEED PUMP - FLANGED COUPLING WJTIE RODS PNEUMATIC ACTUATED C:mmm~ FE-1 0- EMERGENCY SHOWER/EYEWASH FLEXIBLE MECHANICAL COUPLING ELECTRICALLY ACTUATED -0aF0oo- DUPLEX HOSE VALVE FLOW'METER - MAGNETIC TYPE a FLEXIBLE MECHANICAL COUPLING SAMPLE -GAF- FLOWMETER - PROPELLER A WITH THRUST TIE MUD TYPE (DISC, TURBINE) -r}i- RUBBER FLEXIBLE COUPLING ~'I-- ROW METER - ORIFICE TYPE PRESSURE RELIEF (ANGLE) --T9 FLOWMETER - ROTAMETER TYPE 90° ELBOW (11 1/4°TO 45°SIMIUR) HE:W* PRESSURE RELIEF (GLOBE) FLOWMETER - FLOW TUBE OF--- 9(f ELE301Y UP (II 1/4'TO 45 SIMILAR) . PRESSURE REGULATING OUICK DISCONNECT 90° ELBOW DOWN (1I 1/4! TO 45' SIMILAR) ' ANGLE ® STATIC MIXER] TEE OR CHECK q ] OR BALL CHECK CALIBRATION COLUMN T TEE UP MALL CHECK (SPRING LOADED) TEE DOWN 3-WAY "4A AIR RELEASE MISC. PIPING SYMBOLS - - LATERAL f A COMBINATION AIR/VACUUM RELEASE 4 PIG INSERTION FITTING G~~---Vk~ it NON-FREEZE -iCSE EIB "IK! -lp -H+-' LATERAL UP ~v(FH 4 PIG COLLECTION FITTING ~I FIRE HYDRANT - FV FLOW VENTURI ~r LATERAL DOWN Y YARD HYDRANT - IF- UNION CONCENTRIC REDUCER Y ] END CAP (SCREWED / WELDED)- ECCENTRIC REDUCER HOSE RACK -III UNION WYE STRAINER -moo- SIGHT FLOW INDICATOR -~Lflp FLEXIBLE CONNECTOR GATES FLOW LINE AND DIRECTION PO- PRESSURE GAGE STATION PAN NEW SECTION NEW N s, BACK FLOW PREVENTOR (BFP) E-] FABRICATED SLIDE _ GAIL 11 VIII BASKET STRAINER w NOTES: 1. ALL PIPE SUPPORTS SHALL BE PROVIDED BY CONIRACTOR. 2. THIS IS A STANDARD LEGEND SHEET. THEREFORE, SOME SYMBO_S OR ABBRCOATIONS APPEARING ON THIS SHEET VAY NOI BE U---ED. i~ BOULDER USE REVIEW SUBMITTAL VERIFY SCALES Nu, 0A.-c_ RFVIsIou by ICI,K_ ozstC. o sr: PROJECT N0 BAR IS ONE INCH ON _ - - P A A SI~ CITY OF BOULDER PROCESS NOTES cG~LL L„ ORIGINAL DRAWING. oRA,°" Er,, JFJ Arbe ' 19 Lln,oq Boulevard, Sufte 2D7 IRIS AND CHERRYVALE PUMP SHEET No. '~"°d C0fo~d. be~ AND LEGEND O CHECKED BY.- Pi IF NOT ONE INCH ON - Phme: 0 8311.4700 AND PRV STATIONS THIS DRA 1NC, ADJUST Fax 303e3i.0290 IMPROVEMENTS PROJECT reauAxr tons SCALES ACCORDINGLY. hP 40'_q• _K ;T'.6') EX L[X1VER DEMOLISH EX ORIFICE EA CIEnNOUT w - PLATE FLOW METER (TYP OF EX 12"x3" REDUCER Ex A' GATE Ex 3' SAS'2F.T Ex 9. 65SXFT Ex 1?'xt0'TEE STR41blER 7II f E% {r'DEa I ( STR;HER EX 12•W t 1 EX 12'4 EX 12'N Ilj 1\ ' Tom- - rE- ` _ 3 _ SEE ShIEEI C2 EX t2"x10" TEE-- SALVAGEEA 10' - - EX 10'x6' CHECK VALVES - EX 10°x,5' I REOLCER^ AND RETUR~ f.~~FE~aICEa I E% 2' Phtl E, O OWNER r-- I I EX FLOOR Drk;IA I I - - / rv I (TYP OF 4) EX 3%4" - :Q I ° o I iv ° TEE I n a I I i io H „ I I ~ EX 4-5,2' EX A" C4TE REDUCER _EX Ex 12"xa- EX IRIS E% 12"x3" EX IR!$ RE` REDUCER FUTAP NO. 1 REDUCER PUMP .v0. 2 E% 121x Ex 16"x12" TEE ^(TYP OF 2) EX 12"'.v y EX 12'W EX 161Y 1\` I J EX MCC to I.-- _I. rr Ex 16'x12' - ~ REDUCER Ex 16C) s - _ l E% LOUVER l L - 20._2' 21'-6. r GROUND LEVEL. DEMO PLAN ~ LOWER L_VCL C_UO PLAN 2 0 2 a BOULDER USE REVIEW SUBMITTAL SCALE OF FEET VCR;FY SCALES N0, - O-AtE REMSION BY clix. DESicNEh Rr: PROJECT NO, - uA,J Rf adVAherAUOd21s CITY OF BOULDER IRIS BOOSTER PUMP BOULDFR21 BAR IS ONE INCH ON pNnvr or: 'F" 198 ROnle ad, sate 200 ORIGINAL oRnwlNC. L k-md,Colomdo80228 IRIS AND CHERRYVALE PUMP Arbef SHfE1gZ cI~ECxEU ~ STATION NO. 1 o„~.,'1Y:1a1A ~ed>e~~ NOT ONE INCH ON - - - Ehue: 303 831.4700 AND PRV STATIONS T:TIS oRCvc, ADJUST DAM 5ax: 3°3 83p2B0 IMPROVEMENTS PROJECT DEMOLITION PLANS SCALES ACCORDINGLY. FEBRUARY 2005 r-O' )'-o' STRAIGHT RUN (MIN( STRAIGHT RUN (MIN) I(~ £x LDUV£R 12' MAJC METER Ex CLEAVIDUT x,111111? ~ ~ (AEVER913LE) (ire of 5 I EX. 12'x5" 3EDUCLR -E% 8" GATE EX 6" BASKET FX 12"zI0"IEE EX 3" SASKEI [x LADDER STAA)WCR STRALiER 17 - If - Ex 12'w Ex t21Y Ex 12"kN n EX 12'P1 ffl s; 1,-i Y y I 'l SEE SHEET C: „ Ex 11°x10" Tf.EQ ~ ~ ~ EX B" GATE VALVE i --1 FOR CONIINUAI,ON i 10" CHECK VALVE 10' CHECK VALVE. E% 10'x6' Ex I0"x5" EX REDUCER REDUCER Ex 2" PRV I I L AIR RELEASE vALvE AIR RELEASE VALVE I Ex FLOOR DAMN REPLACE BASKET I I (TYP OF 1) IN CX STRAINER 1 rx o a W/ NEW LIGHT TFF I ° , I rl. I GAUGE SST BASKET ~ I h I I Ex __EX 8" CATE I I RIB~JCEa I I _ _ " Ex 12'x6° EX IRIS Ex 12"x8' Ex ¢.I$ Ex IG "*d REDUCER RE{' PUMP NO. I REDUCER FLIMP ND. 2 Ex 121Y ~ Ex 2251_ Ex 16-x12' TEE i [ Ex 1251 Ex IVW r`I. Ex IdQ" to 1 Ex 16'x12"' / REDUCER 0 _ = Ex 16'W I I~ ~Ex LOUVER ELI] 20'-2' 7.~~ 21'-v G GROUND LEVEL PLAN IOWER LEVEL P1-AN L FEW BOULDER USE REVIEW SUBMITTAL NOTES: 1. ROUTE DRAIN LINES FROM AIR RELEASE VALVES TO CRATING FOR 2 0 2 _ DRAWING TO LO'AER FLOOR. I"` 7 SCALE OF FEE' VERIFY SCALES NO_ DAZE R YIS[DN BY CHK. flF90NED BY; HAR IS ONE INCH ON - MAY - - - RO-J P. MerAssodolos CITY OF BOULDER IRIS BOOSTER PUMP iCIU, DFR11 ORIGINAL DRAWING. DRAWN Br; IOB Union Boulevard, Suh 200 SM[ET NO. 1Fx Izk•.,~md,COluradoB022B IRIS AND CHERRYVALE PUMP STATION NO. 1 PLANS Q"ems CHECKED BY; Arber P3 IF NOT ONE INCH ON - --_:.'h 303.831.4700 AND PRV STATIONS TINS DRAINING, ADJUS1 o^rE. aYcyWulz,-- s_r F_ 3083,.0196 IMPROVEMENTS PROJECT SCALES ACCORDINGLY FCRRL'^RY 2609 . ~ Q F7 - 26'-8' OWNER SUPPUEO WATER 0."', _ 6.-8' MONITORING STATION BACKFLOW PREVENTER ACCESS CC56 I y _ h IAODER 1/2-SA 1/'2' SOLENOID 1/2' NEEDLE VALVE (TYP) ,,ACNE (TYP) I-' 1-D• Hcc A V6 - ')4 n II I. I PE F~ I 6' Y-0. 1014 O 'w 9 ACCESS HATCH 10'.6" 10" CHECK VALVE '\J 10" CHECK VALVE REDUCER I J ili ~ Ih1i q11; 2'_6• - r ' b f I' ! dI~ IRIS ASR IRIS ' H PUMP NO, 1 4 RELEASE 4 PUMP NO. 3 VALVE ~r 12 r8 F.CCENIRIC / I ECCENTRIC -0' REDUCERS R'EOLICER~ 6'-10' GRATING (M) ACCESS HATCH 1114 1214 S - - 1 F RTU A b ACCESS /A LADDER B 5'-0" P7 GROUND LEVEL PLAN /2 -Q - BOULDER USE REVIEW SUBMITTAL - ','OTE4 1. ROUTE DRAIN LINES FROM AIR RLL6ISE VALVES TO GRATING FOH DRAWING TO LOWER FLOOR. 2 0 2 4 2. ROUTE DRAIN LINE FROM WATER QUALITY MONITORING STATION TO SUILP IN LDPIER LEVEL. SCALY OF FEET VERIFY SCALES N° DATE RLnSIDv o,K. .SIfNED LIY: CITY OF BOULDER IRIS BOOSTER PUMP p ~JLDiR BAR IS ONE INCH ON MAN oa>wv Br: r.E~rrsa,r~~d,s:rt2ra <4ET NO. ORIGINAL DRAWING. Jr, ~ e,u6 IRIS AND CHERRYVALE PUMP STATION NO 2 CHECKED BY: ~/1 . M P4 aberwn I NOT ONE INCH ON - - Plse: ]01.631.<7W T IS DROWiNG. OJ SI - - °""rTNRUaAY .La6 AND PRV STATIONS 1 Fr, >v1631.613' IMPROVEMENTS PROJECT GROUND LEVEL PLAN } . P7 y~: 4 - 2Y-d' 25"-{ " 5'-9" 5•-9" 6" F SIRWCIII RUN (MIN) SFRUGHT RUN (WN) x r~ 1/2-SA 1/2 SA ~'a - ACCESS }2'x8° REDUCER 8"x8" BFY ` py IAUDER P& 8" AINER STRAINCR E 12 4 1214 1219 Bw 1/2"SA r. 12- MAC METER ~EX 12"x10" TEE Jpp~ SEE SHEET C2 (REVERSIBLE)Il- FOR CONTINUATON ``lll I~ 2" PIN --;-8" PP,V b A"SS ~ 0 8"x4" TEE i _ _I. a u ` B" AFV i'xi~x2" FEE RED - SUMP PUMP MODEL U-AI -~-16"x8" BY HYOROMATIC OR APPROVED REDUCER REDUCER EQUAL W/ 0.3 HP. I PH MOTOR AND INTEGRAL FLOAT SWITCH 16"x12" TEE PLUG IN UNIT r-~ 12w { 16w -I r _ m ~Ex 16"x12" ACCESS REDUCER LADDER 16`W ~ i i 't-- SEE SHEET c2 8'-1" 5'-0" FOR CONTINUATION NOTES: LOWER LEVEL PLAN B 1. SEE STRUCTURAL DRAWINGS FOR LOWER LEVEL DRAINAGE PLAN. 1/2•'=1'-0" P7 2 0 2 4 BOULDER USE REVIEW SUBMITTAL v SCALE OF FEET VERIFY SCALES No. DATE AEYi90.y 2r CNN. DESIONEd W' PROJECT No• :•i BAR IS DNE Ih'CN ON '~"'~'~P~N'M~alq BOULOER21 ALAN CITY OF BOULDER IRIS BOOSTER PUMP ORIGINAL DRA 'ING. oRAww er: cs un~pq ewlm 1, Suso 200 SHEET NO. Nr JPA Arbe~ 0'~, C"ECxED TTY: ``"°~_'~~"~E~2za IRIS AND CHERRYVALE PUMP STATION N0. 2 !E NOT ONE INCH C11J - Phone: ]~.a17.4'r0~ Phon° n•FW~"`W AND PRV STATIONS P5 _ DATE: THIS oRAV,,:IG, Af3JUST ^A~:; 1S"1'° `y ° P~ x.831 IMPROVEMENTS PROJECT LOWER LEVEL PLAN SLALES ACCORU~';GLY• l'F.RRUARY 2004 n„r - - ji c HOIST ;a AIR RELEASE I A A VALVE (TYP) RIU ACCESS HATCH 2' t'191 IR.s PU NO. 3 PULIPRNO. A CL EL 5,'021. 'c' - I T - - f~ I I FF EL 5301.50 SEE SHEET C2 GRADE EL 5301.00 ° - ' ' - - FOR CONTINOAIION _ v CONNECT 1 1/2 'SS I 4"SS TO i BEND 6 4"x4'x2" TEL. 8" BASKET STRAINER w 1 12' I" IAE1EA r Mv=5248.20 (REVERSIBLE) 1 IG'1Y 8" BN 1/2"SA 814 12"x8" REDUCER 10' 8FV 10' BFV 12" FCA (TYP) 1 112" BALL CHECK VALVE p I /2"SA s w 12'W 12"14 1214 T CL EL 5295.39 ILI 1 ~s FF FI "'14 17 v q _ FF EL 5293.83 v 4 F .n o n s q° -I n t 4 11 a ° e 4 SLOPE TO SUMP SUEaP PIP,IP RE: STRUCTURAL Ih CBE OND) SOAP (EEYOND)- ~ 4 e x A SECTION s P6 1/2'=1'-0-0' BOULDER USE REVIEW SUBMITTAL NOTES: 1. ROUTE DRAIN LINES FROM AIR RFI EASE VALVES TO GRATING FOR 2 C 2 4 E DRAINING TO LOWER FLOOR - SCALE OF FEET VERIFY SCALES NO. DATE RfkSbN- OESM,NEO kf. CITY OF BOULDER IRIS BOOSTER PUMP :RdjELT W. EAR IS ONE INCH ON +=rmF.A~sAarasG. BOULDER21 DRAWN BZ': oRlclr,AL '..9,°.LI": of 6dlM1E SiF'CRQ* ;iCEf Uo aAAer11Ir,. JYA ,,,,c, T,L22s IRIS AND CHERRYVALE PUMP CHECKED BY: Arber,.-., STATION NO. Z P6 IF ROT LIKE INCH ON .,salsa ;ina~ AND PRV STATIONS THIS ORawINC, AeJus1 oAtE: 303,631 IMPROVEMENTS PROJECT SECTION SCALES ACCORDINGLY, FEBRUARY 2009 .ir z a ~T A 1101ST is K ~ 1 r 9 AIR RELEASE s 12'r8' 4R VALVE (TYP) ECCEN12"x8' REDUCER REDUCER RTU ID" CHECK VALVE uCC 12•W v 10'W r x; CL EL 5302.65 Q FL S;G2,11 H FF EL 5301.50 GRADEE' EL 5301.00 a - g ACCESS LADDER 0 1/2'SA S (TYp) - a I i 1 Y 8TV e" BfV 10" BEV i/2"SA 12_5A 1614 B14 CL EL 5295.39 d FF EL 5294.17 ff 8' PRV e a o FCA (TYP) 8' BASKET I6" TEE STRAINER (BEYOND) REDUCER SUMP (BEYOND) P,'.,4' TEE B SECTION a, M P7 I/2.=10On r } BOULDER USE REVIEW SUBMITTAL NOTCS: 1. ROUTE DRAIN LINES FROM AIR RELEASE VALVES TO GRATING FOR 2 0 2 4 DRAINING TO LOWER FLOOR. SCALE OF FEET VERIFY SCALES NO. DATE Rr"WN 9Y CNN. DES!CNED By. _ PROJECT NO. °~l! BAR IS ONE INCH ON RlchnrdPArEcrAs9oaalES CITY OF BOULDER IRIS BOOSTER PUMP ©OOLDER21 oRlGlnnl DanwlNC• DRAWN 34r: fFA 198 l lnion Doulavard, Sude 200 illE[i lf0. LkweeGolofaeaao228 IRIS AND CHERRYVALE PUMP Arber STATION NO. 2 P7 t" t EO gy: Wh`' IF NOT DINE INCH ON Fhow, 3D3 831.4700 39a AND PRV STATIONS ~ ~a1.4 ~1 THIS DRAWING, AOJUST ~ F~Y 303831.0290 IMPROVEMENTS PROJECT SECTION SCALES ACCORCINGLY. rr:9X6.+Rr zo;"? c E