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HomeMy WebLinkAboutMussell Construction Request For Connection to City Water System Item#12. (�M� IE N MEMO TO CITY COUNCIL Request to Include Topic on the City Council Agenda From: Warren Stewart, Public Works Meeting Date: June 15, 2021 Presenter: Kyle Radek Estimated Time: 10 minutes Topic: Request from Mussell Construction for Connection to the City Water System Outside City Limits at 4495 S Meridian Road Recommended Council Action: Approve the request from Mussell Construction for connection to the City Water System. Background: I. DEPARTMENT CONTACT PERSONS Kyle Radek-Assistant City Engineer 208-489-0343 Warren Stewart, City Engineer 208-489-0350 Dale Bolthouse, Director of Public Works 208-985-1257 II. DESCRIPTION Mussell Construction wishes to construct a 4,500 sf addition to their existing building at 4495 S Meridian Road. The parcel is not contiguous with the City, therefore they are developing the addition through Ada County. The parcel has direct access to City water but not sewer. Central District Health will approve an addition to the septic system if City water can be provided for fire suppression and domestic use. III. STAFF FINDINGS AND RECOMMENDATIONS A meeting was convened to discuss any issues that needed to be addressed through an agreement to allow the connection requested. No staff were opposed to approving the request provided their concerns were addressed. • Fire Department: Page 250 Page I of 3 Item#12. o Recommend doing a retrofit to the existing building to include sprinklers. Details of fire protection plan to be coordinated and approved through City Fire Plans Examiner. o With the addition of sprinklers, code will also require a fire hydrant within 100' of the FDC. • Public Works: o Sewer hookup and annexation required when available/ contiguous. o Assessment fees, design and construction costs are responsibility of owner. Plans for City infrastructure must be approved and inspected through Community Development/Public Works. o The existing well must be properly abandoned unless it is used for irrigation and must remain completely separated from City water. o According to section6-4 B of the Meridian Design Standards, a future install agreement will be required at annexation for 2 streetlights. Public Works prefers to execute this agreement now. • Community Development: The property must meet the following requirements when it annexes: o Comply with Architectural Standards o Provide 35 ft street buffer with 10 ft multi-use pathway and landscaping. o Provide landscaping in parking lot. o Provide noise abatement. o Provide cross-access easements to adjacent properties. o Discontinue access to SH-69 when other access is available. A separate Pre-Application meeting was held through Community Development before it was determined that the applicant could not annex and develop in the City. The pre-application notes are attached and should be incorporated into the agreement. Staff recommends that the request to connect to City water be approved. IV. ALTERNATIVES Council could deny the request. The owner would either not be able to provide fire protection for their building, or they will have to develop another system such as a new well and tank to provide fire protection. This would likely result in the parcel staying in the county for much longer,which would affect the City's desire for access control on SH-69, pathway development, and other stated issues. V. TIME CONSTRAINTS The owner would like to secure an agreement and begin construction within 6 months. VI. LIST OF ATTACHMENTS • Request from Mussell Construction for Connection to the City Water System Outside City Limits at 4495 S Meridian Road Page 2 of 3 Page 251 Item#12. Preliminary Plan Set o Pre-Application Notes Approved for Council Agenda: Date: (0 3 Z i Page 3 of 3 Page 252 ttem#92. PO Box 3304 111LJ55ELL Nampa, ID 83653 Phone: (208) 466-3331 No CONSTRUCTION INC . Fax: (208) 466-5717 May 6, 2021 To Whom it May Concern: The purpose of this letter is to request to connect to City water services "outside of Meridian City limits for the property located at 4495 S. Meridian Road, Meridian, Idaho, Parcel #R4622730070. This request is in relation to our plans to construct a 4,500sf addition to the exiting Adventure Church. Use of the Addition: The facility will be used to conduct church worship services. Hours of church services will be Sundays from 9:OOam till 12:OOpm and Wednesday evenings from 6:30 till 8:OOpm. The number of worshipers will range from 76 to 110 with no more than 5 employees during the largest shift. Sewer& Future Annexation into City Limits: Initially, we reached out to the City to hook up to the city sewer system...thinking the new Stapleton subdivision was our north boundary. We then learned that the property's north boundary is just short of City limits by a 10'-to-20' strip of land. We have not been able to purchase or acquire an easement for this strip of land. Hence, we are unable to hook up to the City sewer system. Water Source: In discussion with Central District Health Department, they will approve our plan to add an additional septic tank to the existing system providing we can connect to the City's water system for fire suppression and domestic water. We are requesting to connect to Meridian City water services "outside of the city limits" for the purpose of fire suppression and domestic water as required by Central District Health Department. We agree to comply with all City policies and requirements that will be asked of us to connect to City water services. We look forward to being annexed into Meridian City limits and it is our understanding with the development of the adjacent property (south of the property), another access will be provided to the property, eliminating direct access to Meridian Road. With annexation we agree to connect to the City's sewer system as soon as available, will comply with all policies &requirements for sewer connection, and; we willing forfeit direct access to Meridian Road knowing we will be allowed access through the development of adjacent property. Sincerely, Mike Mussell, President Page 253 Item#12. CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Jessica Condominiums Date: 3/2/21 Applicant(s)/Contact(s): Mike Mussell,Jay Lundergan City Staff: Sonya, Bill, Miranda, Bret, Terri, Codee, Kim Location: 4495 S. Meridian Rd. (#R4622730010) Size of Property: 1.59 Comprehensive Plan FLUM Designation: Mixed Use—Community(MU-C) Existing Use: Multi-tenant building with a milk testing lab&church Existing Zoning: LO in Ada County Proposed Use: No change in uses proposed; an addition to the existing building is proposed Proposed Zoning: L-0 or C-C Surrounding Uses:Ag land Street Buffer(s)and/or Land Use Buffer(s): 35'wide street buffer required along S. Meridian Rd./SH-69, landscaped per the standards in UDC 11-313-7C Open Space/Amenities/Pathways: A 10'wide detached multi-use pathway in a public use easement is required within the street buffer along S. Meridian Rd./SH-69 per UDC 11-3H-4C.4 with landscaping on either side per the standards in UDC 11-313-12C. Access/Stub Streets/Street System:Access via S. Meridian Rd./SH-69, provide cross-access easements to adjacent properties to the north and south in accord with UDC 11-3A-3.Existing access will be allowed to remain until such time as access is available from an adjacent property then the access via SH-69 shall be discontinued &removed. Waterways/Topography/Flood Plain: NA History: Jessica Condominiums(2011), Units 1-6.An agreement w/the City exists that requires annexation into the city and hook up to City water&sewer services when available (2012?). Additional Meeting Notes: The subject property is not currently contiguous to City annexed land; therefore, it's not eligible for annexation at this time. Once eligible and annexation is requested,the following will apply: ■ Annexation w/L-0 or C-C zoning consistent w/MU-C FLUM designation; comply w/dimensional standards in UDC 11-213-3 for the applicable district.The milk testing lab is classified as an office (aka professional service) (NAICS 541)and is a principal permitted use in the L-0&C-C districts as is a church, subject to the specific use standards in UDC 11-4-3-6. ■ If new development, including an addition or a change in use is proposed, comply with the following standards: • Provide noise abatement along SH-69 for the church use consistent with the standards listed in UDC 11-3H-4D. • Provide a 35'wide street buffer along S. Meridian Rd./SH-69 landscaped per the standards listed in UDC 11-3B-7C; a 10'wide multi-use pathway is required within the buffer with landscaping on either side per the standards listed in UDC 11-3B-12C. • Parking lot landscaping is required per the standards listed in UDC 11-3B-8C based on the applicability in UDC 11-313-2. • Compliance with the design review standards listed in the Architectural Standards Manual is required for any addition as set forth in UDC 11-513-813. Note:Based on SB1108 that is currently before the State Legislature, the City is taking a "pause"on approving larger annexation applications until the outcome of the Bill is known. If passed,it could substantially impact the City's service levels&limit the City's ability to keep up with growth needs. Note:A Traffic Impact Study(TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District(SID) ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit ❑ Preliminary Plat ❑ Alternative Compliance ❑ Conditional Use Permit Mod ification/Transfer ❑ Private Street X Annexation ❑ Development Agreement Modification ❑ City Council Review ❑ Final Plat ❑ Rezone ❑ Comprehensive Plan Amendment—Map ❑ Final Plat Modification ❑ Short Plat ❑ Comprehensive Plan Amendment—Text ❑ Planned Unit Development ❑ Time Extension Page 254 Item#12. CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES ❑ UDC Text Amendment ❑ Variance ❑ Vacation ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-6C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments,and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. Page 255 Item#12. LEGEND GENERAL NOTES m O FOUND 1/2" REBAR "AS NOTED" 1. TOTAL PARCEL AREA: +/- 1.59 ACRES d O d ° ° d ° d • FOUND 5/8 REBAR AS NOTED 2. CURRENT ZONE: RUT 0 — 3. PROPOSED ZONE LO ROW ROW ROV — ROW ROW ROW- ROW ROW ROW ROW ROW 0 FOUND ALUMINUM CAP R a SUBDIVISION UNDER DEVELOPMENT w 4. IMPACT AREA: CITY OF MERIDIAN 00 0 MAIL BOX 5. EXISTING BUILDING SHALL REMAIN +/- 8740 SF SIGN POST 6. EXISTING LANDSCAPE BUFFER ALONG MERIDIAN ROAD TO LU REMAIN Ss Ss Ss ss Ss Ss Ss Ss O — (P� _ __ ® POST/ BOLLARD f�89°27'11"W-70.00' 7. SITE LIGHTING: 6 EXISTING FRONT-EVE MOUNTED, DOWNWARD CA � '— — �B I �a FACING CANNED FLOOD LIGHTS ON MOTION SENSORS WILL 1V8g°13'03 E-24S•22' — — \ IRRIGATION CONTROL BOX REMAIN. SAID LIGHTING COMPILES WITH ACC 8-4H-6D & LIGHT — — — / ) DOES NOT TRESPASS ONTO ADJACENT PARCELS. —� — � � � w � IRRIGATION CONTROL VALVE 8. SIGN PLAN: BUSINESS SIGN NOT REQUESTED AT THIS TIME. AT N4 Co) \ \ PIPE INVERT A LATER DATE, SAID SIGN SHALL BE INCLUDED WITH THE EP EP EP I APPROPRIATE BUILDING PERMIT. 16 12TH Ave. Ste. 112 0 � EP EP � � � Im / / \ /� / / I w 9. OVERLAY DISTRICT: NONE Nampa, Idaho 83651 cn 1 I TOP OF PIPE 1 / PARKING PUMBERS a I m WATER SPIGOT 10. PARKING REQUIRED: 14 STALLS Phone (208) 955-8126 l w PROPOSED PARKING AREA w \ I a ® WATER MANHOLE 11. PARKING PROVIDED: 39 STALLS (INCLUDING 1 HANDICAPPED O m O w / STALL), 9'W x 20'L —� m �' I I O ® TELEPHONE RISER 12. SITE ACCESS: EXISTING MERIDIAN ROAD APPROACH TO BE Q Ia UTILIZED UNTIL ADJACENT LAND DEVELOPS AND PROVIDES 0 ELECTRICAL BOX FOR NEW APPROACH PER ITD AND CITY REQUIREMENTS. Z P Q I TOP w w 13. OWNER AGREES TO ANNEX INTO THE CITY OF MERIDIAN WHEN Q ZO O I LIGHT POLE THE SUBJECT PARCEL IS ELIGIBLE FOR ANNEXATION. Z U Q POWER POLE 14. SEWER: EXISTING SEPTIC TO BE UTILIZED UNTIL CITY SEWER IS J U I I / a ADJACENT TO THE PARCEL. OWNER SHALL FILE AN D- = Z M � cn I I / ACCESSORY USE APPLICATION TO THE CENTRAL DISTRICT I— I U) r I w - - PROPERTY BOUNDARY (LOT) W I w o co I HEALTH DEPARTMENT. cn � I -1 I0 / EXISTING DRAINFIELD w I I O o TO BE ABANDONED Q I I ¢ SECTION LINE 15. POTABLE WATER: EXISTING DOMESTIC WELL TO BE UTILIZED Z W 0 o / ^I I / O UNTIL CITY WATER IS ADJACENT TO THE PARCEL. LLJ z J 6 I I w w RIGHT OF WAY LINE U' w w U I I cn ? J Q 16. PAVING MATERIAL SHALL CONSIST OF 4" MIN OF 2" CRUSHED > rn H CQ W, I m 1 0 EXISTING EDGE OF PAVEMENT AGGREGATE WITH 2.5" MIN OF RECYCLED ASPHALT SURFACE. Q � Z rn I a I i � w I I col ILL / w 17. THE EXISTING LANDSCAPING IS SERVED WITH A PRESSURIZED N I I - - �ii O a -0 0 ✓ I - 2 W EXISTING WATER LINE SYSTEM VIA THE EXISTING WELL. U Q I 12�a t O Q I / X X - EXISTING FENCE 18. A MINIMUM OF 1 BICYCLE PARKING PLACE WITH WHEEL RACK 0 O I _ o Ow -i SHALL BE PROVIDED. Q can I I m m U) ~ I POW EXISTING POWER LINE 19. A LOADING ZONE SHALL BE PROVIDED. ¢o I 0 H U) I PROPOSED PARKING AREA I O m I � \ L w GB EXISTING GRADE BREAK 20. FLOOD LIGHTS INDICATED ON SIDE AND REAR OF BUILDING. ILL Zco /w I� I 21. CAN LIGHTS INDICATED BY FRONT DOORS. T o \ PHONE LINE zJ U) ® M J ^� , w 22. POST LIGHTS INDICATED AT ENTRANCE OF PROPERTY. Q Lu I TOE TOE OF BANK 0 NI w ,� EP ® TOP Q �I _ / ® ° ( �B M SIDEWALK U) 0 o 0 / / N`' cn EP to ``� I TOP TOP OF BANK v 0 / E EP EP EFYZ EP J c z / N TREE DRIP LINE w z / 1 cOn w > c14 I o I o Q m i z c) / I REMAIN AS IS RRI$ SfT EP EP Ll o \EP EP EP EP -o �� N �� Pow ( o p0 �— 0 J I 0 w Pow I a P POW POW C ® co I SUBJECT PARCEL O J , T ¢= / T I w T = a m / T T _Q� w Of ryILL _ _ I \ \ I w U O m m © z Q z Q l —_� -0 I m I w 1 O o z t— i w M_ Y f�D -AMITY_R w — BUILDING ADDITION J Q N O Ll a 0 Q / a �� 0 m z I I Q a w co O /� a O a 0 I I w I W� / I � I � / — OFFICE � 171 ® � w / / m I w / N. VICINITY MAP ,prq 1/20121 "' PROPOSED SWALE I I / N.T.S. �� I \ OF SIDE ��e K� N a Iw I �� �� I w O O �_ W _ W W o L_. \ W W W I I ,5 w I LE NUMBER: W W FI LE o 202993 a I S89 02711"E-227.81' w ILL I Q \ DESIGNED BY: i C. KENYON AGRICULTURAL / I RAWN BY ADVENTURE CHURCH CDKENYON z O } ee ee � � f H ee-� Fa � 'e � � ' � T .- E1e DATE ILL Y FRONT - m > SHEET NUMBER: } MASTER SITE PLAN 0 1:20 (22x34 FULL SIZE) 20 10 0 20 60 CS- 101 ILL (SCALE IN FEET) ELEVATIONS OJ 1 O F 4 a Page 256 Item#12. LEGEND GENERAL NOTES o FOUND 1/2" REBAR "AS NOTED" 1. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY TIMBERLINE ' LAND SURVEYING, DECEMBER 2020. d � ° a ..a .d. d .. c e a a a ° O FOUND 5 8 REBAR "AS NOTED" a 2. ELEVATIONS ON PLAN HAVE BEEN TRUNCATED BY 2700 FEET. ROW ROW ROW ROW ROW ROW ROW- ROW ° ROW ROW ROW ROW a ® FOUND ALUMINUM CAP 3. MAXIMUM SLOPE TO BE 2.5:1. 3 w ° MAIL BOX 4. IT IS ASSUMED THERE WILL BE NO RUNOFF FROM ADJACENT RB 18.16 PROPERTIES ENTERING THE DRAINAGE FACILITIES. BENCHMARK SIGN POST 5. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE NG 17.58 � w WITH THE CURRENT ISPWC (IDAHO STANDARDS FOR PUBLIC 0 NG 17.12 NG 17.67 PP POST/ BOLLARD WORKS CONSTRUCTION). RB 15.52 - - PJ89'27'11"W 70.00' 6. THE CONTRACTOR SHALL CONSTRUCT ALL NEW FACILITIES 12Z45,BENCHMARK N86°13'o3"E22 - - � - Ce IRRIGATION CONTROL BOX _ \ BOTH INSIDE AND OUTSIDE OF BUILDINGS TO MEET OR EXCEED - - � - - � � ) � � - IRRIGATION CONTROL VALVE ADA STANDARDS. p� - - - � RB 17.84 I / 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND \ C BENCHMARK \ ELEVATIONS ON SITE. THE CONTRACTOR SHALL FIELD VERIFY EP EP PIPE INVERT EP n EP \ I ELEVATIONS OF EXISTING MATCH POINTS PRIOR TO 16 12TH Ave. Ste. 112 \\ / NG 17.72 \ '� a TOP OF PIPE CONSTRUCTION. ANY CHANGES WHICH DEVIATE FROM THESE Nampa, Idaho 83651 m PLANS MUST BE APPROVED PRIOR TO CONSTRUCTING. � a � � I w 1 / I EX CONC 17.80 °I° I (1) WATER SPIGOT 8. ONLY APPROVED PLAN SETS SHALL BE USED BY THE PROJECT Phone (208) 955-8126 w 'l I I I I CONTRACTOR AND SHALL BE KEPT ON SITE AT ALL TIMES. \ m w ® WATER MANHOLE -► O l w / 9. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK O I Om I � 1.36=� EP 17.66 I I ® NECESSARY FOR FINAL ACCEPTANCE OF WORK FROM OWNER 0 / / TELEPHONE RISER OR ANY OTHER GOVERNING AGENCY INCLUDING BUT NOT Q Iw / LIMITED TO AS-BUILT DRAWINGS, INSPECTIONS, TESTING 0 m ( .I a ELECTRICAL BOX REPORTS, AND CERTIFICATIONS. Z z IO I EP RIM 16. 1 P Ow I w / 10. CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION Q 0 Z LIGHT POLE PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR ANY = a Im I \ a / ® NECESSARY PERMITS AND FEES. Q 0 W O U NG 1 POWER POLE Q � : m 11. THE COST OF VARIOUS FENCE, GUARD RAIL, LANDSCAPING, Z = Z I I� w IRRIGATION SYSTEM, MAILBOX, SIGN, ETC. REMOVAL AND tp:,P - - PROPERTY BOUNDARY (LOT) Q v Q co O I to / o I h O REPLACEMENT SHALL BE CONSIDERED INCIDENTAL TO THE W Z m I COST OF THIS PROJECT. O N o �u m I / SECTION LINE o LL] v l j 12. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR OR Q Z J w / RIGHT OF WAY LINE REPLACEMENT SHALL BE PARALLEL TO THE CENTERLINE OF (� � Lo Lu �EP 17.66 / THE STREET AND INCLUDE ANY AREA DAMAGED BY Z 0 M >_ U) o O ) �/ EP EXISTING EDGE OF PAVEMENT EQUIPMENT DURING CONSTRUCTION. Q Q Z Z rn I I I rn I m I / / W 13. THE CONTRACTOR SHALL PROVIDE OR MAINTAIN ALL EXISTING (� N EXISTING WATER LINE U CD N I I ) /I ` y I I / / w / DRAINAGE FACILITIES CONSTRUCTION ARE ST ONAREA UNTIL EP 17.68 THE IMPROVEMENTS AREINPLAEAND X FUNCTIONING. Q O OO Q N 1 17.7 I / m p I I m m POW EXISTING POWER LINE 14. ALL CONTRACTORS WORKING WITHIN THE PROJECT oI I Om m I w I BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL I lay GB EXISTING GRADE BREAK APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE ILL to I CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, W klO IM I T PHONE LINE AROU DSAFETY DTHE EVICESCONSTRUCTION AND OAREATRAFFIC WITHIN AND N zQ ^q, m NG 18.34 W \ w TOE TOE OF BANK 15. THE CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 2% Y ) INIA EP TOP /o (1.75% IS TARGET). CO RIM 17.06 o H SIDEWALK Q �� ' EP 17.90 °B M oNo o N EP m-- I� / `e TOP TOP OF BANK E =Ep EP FP z EP �� I ABBREVIATIONS o 1� EX E 18.47 N TREE DRIP LINE w / / / NG 18.44 K BENCH MARK BM 0 / ?�o I o EDGE OF PAVEMENT EP 0 / o M m / TOP WALK EX EP 1_ 74 I z ELEVATION EL / EP 18.08 EP - EP EP CDP P EP FA J EXISTING EX N 1 0 POW pOW ® NG 18. 4 FINISH GRADE FG 0 1 O - POW J P E� Q I ® I 0 I NATURAL GROUND NG J TOP WAL POW POW01 m \ T / EP 18.1 2 o T w GRADE BREAK GB o ( J T T , o z �o I w \ INVERT INV m a T ILL / EP 18.25 m MATCH MA Z I ING18.74 I I w O o w �- �� BUILDING ADDITION RADIUS R00 cn O � rn `_ I I I / REBAR RB � O mt ( Ll -' w a m RIM OF FEATURE RIM ILL Q a w m O 10 ~ TOP OF CONCRETE TC ��®]SAL� SWALE DIM ��� cEys��G�� / I PER PLAN TOP OF ASPHALT TA Q 0- TOP 16.57 EP 17.28 EP 17.81 m m a / WATER METER WM 17106 (0p y BOT 14.57 0, 1.0 w / °/° 2.0% ,p 1/20/21 I � � I I / 3 � 4TE OF 1®�� N I L- AA 1 SWALE DEPTH PER PLAN ® K� o I a I w O %j\//j\//j /j\//j\//j_� 2.5"ASPHALT o ���\��\�� /�\�A�\�A� NATIVE SOIL 4"CRUSHED ROAD BASE `� ga FILE NUMBER: / % / /% / - o 0 0 (3/4"- INCH MINUS) o 0 0 202993 ILL NG 17.76 NG 17.88 S89 2 il7 E-227,8 it w \ \ \//\\\\\ NG 17.86 NG 18.15 NG 18.65 CAP 18.71 I / / <�/i����� \ \ / / / / DESIGNED BY: p BENCHMARK / / / / / C. KENYON MINIMUM 3'VERTICAL SEPARATION / /12"OF PITRUN / \ I DISTANCE FROM THE BOTTOM OF / / \ / / / / / \ DRAWN BY: NATIVE SOIL SWALE AND THE SEASONAL HIGH OO COMPACTED C. KENYON GROUND WATER TABLE 0 3' MIN OF ASTM C33 FILTER SAND TO SUBGRADE 4d DATE z PENETRATE FREE DRAINING SOIL January 2021 ILL V MIN. Y In > SHEET NUMBER: w J GRADING AND DRAINAGE PLAN DETAIL PAVEMENT SECTION U co 0 1:20 (22x34 FULL SIZE) 20 10 0 20 60 A NTS A NTS CS- 102 ILL mmmi (SCALE IN FEET) 0 20F4 a Page 257 Item#12. 24" DIA. TRAFFIC RATED FRAME AND STANDARD PERFORATED DRAIN PIPE, DIA. PER PLAN MANHOLE COVER WITH CONCRETE COLLAR, PER ISPWC SD-617 24" DIA. TRAFFIC RATED 0 4" GRADE RING INLET GRATE AND FRAME WITH CONCRETE COLLAR iAA/VA/ /VA/ VA/VA/VA/VA/ �AAAjVAAVA/�V� � /VA//VA//VA//VAi 0.58 PP 0.50'-77ul END VAVAVAV� ED N86°13'03"E-245.22' _ _ - A//%�/jam/ CAP _ _ — — 1000 GAL S/G TRAP THINWALL RIM EL 16.91 I KNOCKOUTS /j BAFFLE EL 14.16 I OUTLET INLET WIDTH °W° INV OUT EL 13.91 ESP—� EP EP EP \ — � 16 12TH Ave. Ste. 112 EP — EP 19.6Tm 1 000 GALLON SAND 1.00, Nampa, Idaho83651 ( 7 Phone (208)955-8126 PARKING PUMBERS a- I ' AND O I L TRAP m w I B NTS I m of I O 2 25. 0'LL IEP Top w Q = Q � O \ 7.6 LF, S=0.5%, MONITORING WELL C) 6" SDR-35 tI I I/ QU Qo LENGTH(D " " LLJ z Ir O w jjj U co o I I I j -� DIA. PER PLAN, SOLID PIPE TO DRAIN ROCK PROVIDE (n z J 10.00, WATER TIGHT SEAL TO SAND/OIL TRAP. � I 20.00 O p rn 'q 75.00' It z go,0 I I 4 DIA. PERFORATED MONITORING -i 2'MIN. LENGTH &WIDTH PER PLAN WELL WITH TRAFFIC RATED METAL O N I I CAP AND LOCK PER ISPWC SD-627 Q 1 Q J \ I O 0 Q w I V� VA VA v \ vA vA vA vA vA vA vA vA VA VA v VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA V� PROPOSED SUB SURFACE ✓/ // // // /// // // // // // // // // // // /////////// /// // // // // // // // // // // 0 2 O /V/V/V/�/�/�/�/�/�/�/�/�/�/�/�/ /V/V/�/ �/� /V/V/V/V/V/V/V/V/VV/ i U a I I m � SEEPAGE BED, DIMS AS ;//�//�//�// ����\, � WRAP TOP AND SIDES IN TYPE II co Q m SHOWN, 4' DEEP ROCK ��\\�\\�\\/ \ \\\�\\ NON-WOVEN DRAINAGE GEOTEXTILE 00 = I I~— 24.00' I /�\�/�\�/�\�// 0.50' MIN O . � o ACCORDING TO ISPWC 2050 4.00 \/ / / // ///x ° PER PLAN J J I 3.4 LF, S=0.5/o, ILL c=n \ 6" SDR-35 m /w I� \ \ \// j//////j 4.0' OF CLEAN DRAIN U) O I O >�\/\\/\\/ \\j\\j\\j' ROCK 1-1/2"TO 2" DIA. ILL m Y // // // z / \\%\ 3' MIN OF ASTM C33 FILTER SAND. Q � � EP ® � � `�I�� � //VA//VA// /VA//VAS/ 0 TOP _ j/ / /\/ BOTTOM OF SAND SHALL EXTEND 0 p cc) I \ THROUGH IMPERMEABLE LAYER AT m h \/�\// \/� LEAST 12" INTO FREE DRAINING SOIL - -- - - - - - - - - - - - - - - - - - �_ - - i - - EP EP EP EP ER / FOOT PLATE ��A� p 3'VERTICAL SEPARATION DISTANCE ILL L 1000 GAL S/G TRAP //i�%�% % %� �%i��%y �%/;��/i�/ //AA//AA//AA//AA//AA//A//i�%�%� �%VA/��A \�/�VA��A VA/A� FROM THE BOTTOM OF DRAIN ROCK AND THE . /,�/, . i \ \/ SEASONAL HIGH GROUND WATER TABLE z RIM EL 17.06 20.52' w w BAFFLE EL 14.31 p FREE DRAINING SOIL Q / 27•� INV OUT EL 14.06 i / SEEPAGE BED SECTION rn EP F _ B 1 NTS o EP EP EPA EP N _ o POW POW POW z C J = P POW-_— POW o_ 7? T Q 22.00' T ABCO } 0 BUILDING ADDITION T = / m r w _ 202993--Adventure Church Addition Stormwater Volume Calculation U) � w z / I Area 1 Seepage bed 1 Area 2 Seepage bed 2 O 0 / Total Area (sf) 52,432.00 Total Area (sf) 17,656.00 j Q I I Impervious Area(sf) 36,895.00 Impervious Area(sf) 6,233.00 u m 3 Impervious Area Coefficient 0.95 Pavement Impervious Area Coefficient 0.95 Pavement w Pervious Area(sf) 15,537.00 Pervious Area(sf) 11,423.00 Q o I Pervious Area Coefficient 0.3 Landscape Pervious Area Coefficient 0.3 Landscape / I Rainfall (in) 1 100 year 1 hour precipitaion Rainfall (in) 1 100 year 24 hour precipitaion 0 Q Rainfall (ft) 0.083 100 year 1 hour precipitaion Rainfall (ft) 0.083 100 year 24 hour precipitaion S5� NAL EN o- 10.00, Volume of SW on site(cf) 388.43 From Pervious Areas Volume of SW on site(cf) 285.58 From Pervious Areas �C�� ��CENS 40 / Volume of SW on site(cf) 2,920.85 From Impervious Areas Volume of SW on site(cf) 493.45 From Impervious Areas � PROPOSED SURFACE � m 4 � D_ SWALE, DIMS AT TOP AND / / Volume of SW infiltrated (cf) 1,250.00 Volume of SW infiltrated (cf) 50.67 17106 BOTTOM AS SHOWN, p 1/20/21 C 2' DEEP �72 rn Total SW on site(cf) 2,059.28 Total SW on site(cf) 728.35 2.00' \ 11.00 � � Tf OF 0p Storage Field 1 Field 2 'q(� 0 14.00' L— J 8E c\ T Storage Area Top Area Bot Area Avg Storage o T 38.00' �I GL�'� I I �� Location Porosity(%) Length (ft) Width (ft) Depth (ft) Volume (sqft) (sqft) (sqft) Depth (ft) Volume 14.00' Drain Rock 0.3 75 25 4 2,250.0 o a * W W WWW " Swale 1 700 76 388 2.0 776.0 � 50.00' TOTAL 2,250.0 776.0 FILE NUMBER: S89027"11"E-227.81' \ W W — 202993 0 0 1 Infiltration 24 hr check - - - - w Time of Depth to Time of DESIGNED BY: Q Infiltration Infiltrate Depth to Infiltration Infiltrate Infiltrate Infiltration C. KENYON Soil Type Rate(in/hr) Area (SF) Infiltrate(in) (Hr) Area (SF) (in) (Hr) Sand and Gravel 8 1,875.0 13.179 1.647 76 115.003 14.375 DRAWN BY: C. KENYON z 0 DATE z W Y m SHEET NUMBER: w J SITE PLAN ED CS- 103 0 1:20 (22x34 FULL SIZE) 20 10 0 20 60 w (SCALE IN FEET) OJ 30F4 m Page 258 Item#12. 14' * HOOK FINDER MIRE • �T� k�FpER #•IpJh 5 FIRE HYTIRANT ;;EE SEC. 403 'SGEWALX 2" Wr)E RED RETRCV2EF LECn1oF_ FW15HEZ # aLL *EATHN •tEFEA Tor W1 CRADE ?APE ARCL,41) DAFEREL FINISH rR4X 0 X END CF 7�ar CH EDGE 5' P,C OF WUHT-CF-WAY VpLs+E R15EFt N0. 12 .3f4' TO S ,LEAN FINDM PARE F GRAIN ROCK E%'ENCS YALVE ABRIC Q' Hbk4pwTALLY 5EE 5111 YQ. 'M19 BFrAIH, is FP!QV EACH SICE DF {reJ FLArI IEEE# CLEAR 03MC. 3A-5E ayD THRUST BLOCK A51Na 'M"K b' TEE ,� „#... {r '#e IV.ALLY TO e {NJ , MJ a FLAMG d' DIA_ f*° '+ r. AI10VE HYDRANT PATH THEN T 9LC�{ PIPE r 35 �° f'L �r• 0RAI4 4��4LL 16 12TH Ave. Ste. 112 s; . ' Carr Irr PLACE (-QNC Nampa, Idaho 83651 THRCJST BLOCK P - �4 rF OF T}Y-ffT Phone (208)955-8126 91-OCNI REQUIRED) (;;EE rOTE WG 5) v-%L•AE SUPPORT 414 H I-j�H 144-11 -H-1 147*P I-I­H' O J =E Sr CA ,-rYrft LAST IN PLA cE] O2 - 5GUD PRECAST kli mm faECncN CONCRETE OLOOKSZV AIDE O SEYJD PR OkWr„;r,*4'_RETE BLOC Q V x 1' ■ E' THICwa ° IRR •a °�.• 4°• � Q � MITESROW ROW ROW ROW R Z RO fEG F4 a HE'Laf 4E4 SHALL BE F15TALELI C :r� Q 1. HYDRAVS THAT ARE TO BE RE.DC& L 4S C — z ,p�O�nl/n: WFTH THIR DETAI_ p !� V� 1 ILL &JULIARY VALWS SHALL BE LXA7EL AT THE TEE 4'E THE M{� WAN AS 5HahF1 ON THIS DETAIL. UNLESS a uTHEA'MSE 5N E'FIFA r=, Q O SD / M RO, W W W W W W W 3 WHERE ETdEM4 FlrrlN= ARE 14Tr ESLWPhTHLE SHTH hEW WAIN '�SIR.ICDCrh, SL'ITA5LE aE,APTCRE OR 4EW FITTINGS U O LLl U Q ° .o - SHr'LL RE sly x-° 4 AtT'-rNA'L A37 L;MQI4N ^uHUL •r s. �/ - R W W. LY RA STREET c AU AW.H^aS A,ND EILMK14G TO 5EM ACANST UhnSTURED SCL z ROW ROW OW W O 0 F NVATER 5RYK-E TO H)DFANT IS TO GDA10F710E PIWR m �TTING OF OD14CRETE TFRLT< RBD r;Wu% M UIamwniN Q = Z c e �LIN.RETE AhD IAVI-F•LAN�° �SLQ Jal rr RESTR.UNr-;L L kE 'Em. a U Q "` W / b PUCE WCAT-DR WE PLL-1:TW or PIPE. ARE FlNJEk WIFE UWXX NJ)BOLT T-E Tn IWE EYERV IV W Q / W — — — 7 ALL ',f2' CUTLETS TO 9E P,TF'oTEL TO1644>C4 PFCYA.4Y STRFFf CF AC+ESS ROAD. O 0 I W 8 �ELThE HS�aRAWn SH+LL HAI-E i wIMNIW Or 4' IrAdu', FWM WT-OE L;F &--F%u, ::ir n7HER FlrEd VE]+CAL J LLI U CD W W W W ►� 9 FIRE WORAwT;;SHALL 9E PLAr;h A UNIWUIN Cf 1-b' A90 E F145H GR*OE TID THE CDtTD7 "F Tl-E 4 1/2'QJTLET' z � J OIC. HYMAh-5 SH 4LL N:iT I1E PL.ACEU WTHIN 10 FEET OF b4ANAZE SWALE23 Z) w U) w U 11 HTf1flA4T`',Tu HE Iw`T•LLED LE%n or PLUM11. > L SD SD sD Q CD Q Z 5Q 14" L co No cn :CrrY OF WaRMAN SIANDARo ORAWNG NO,W RO ROW 24 1E ISPWC-SD-01 SD-501A, &SD507 O Q FIRE HYDRANT DETAIL Q cn •. ° ROW STANDARD MANHOLE TYPE A. U °< M a. OW D E RIM EL TB '� i�wb�ua -R �Iro 0 ° ROW ° ROWS R INV OUT 2705.04BD Q U ZEEL PIPE EOLLJOtD QAINTED Q< t � S S SS SS SS SS S SS � SS SS SS SS SS � � TwG CaaTS rF FxrEx¢IH E�+�•AiE o — ics N8 °2T1 "W c�wcr'J 1E LEC STEEL SAFETY r1ZLo4h� ,4ELCI£a CAP N86_13'03 E-24_5,22' — PIPE FlLLEC WITH RIPE SIZE TART F CJCRETE. 1 RESIdE�IIIAL d MI4 J / I STF" Ph aJdL+: V14 \ RESIDENT A.L 51 MvE 5 U) TOP TOP TOP TOP TOP TOP TOP \ r — � / I I JUSTr; ;L tiLEEwE f > _..._ > —...— > —...— > —...— > —...— > —...— > —•• — > —...— > —. EP E 1 7.lyIE, ..ACE —N,. FFIIPA1fEh1EAIT TOP TOP TOP TOP TOP T TOP > G:EwT `E~�+RE 'A+1TH wA LaEa O �04$' EP IZ / mIw v[, AN') L7CIc Q 328.0 LF-6"SEWER MAIN PIPE- U INVERT IN 2702.91 ISPWC-SECTION 501 PART 2.02. I m O ° ` ' PER SUBDIVISION SLOPE 0.65/o O -i I F- I •+ I I"` = II (•' = ENGINEERING PLAN v Om Q ® r/ w le' I* {dV+11►KJM} '.-I 1 11 11, 1 O I ® C4'$T IN PLAr.E 1 I , w I —�� OONORETE + , TlSLE F ENi. cn ABANDON EXISITNG / F"DA� SEPTIC TANK AND I mil J I �iL J w 0 = LLI o I DRAINFIELD PER DEQ I I I ( I wIL k Q m / STANDARDS I . .'ry. cl) O /1 n 8` PIPE 6" ]/4" NC SHIPS �. NZE No II rn I I (SEE TABLE jn {SEE IrA aL9) LU I I ;- I I W PEFtMANENT 1130:I AFDC] INSTAI.LAT1C3N FR:E 10VAE3LE E34QLLP.RE}IhI3TALL}4T1cN J I I I 1 cl) I I I I • m m I I r_ r } W p co 0 �_ ~ I M , 4" z I­_Z_ V1 COD �d \ �[L9EE rf 0 C) (D NI — / �� I _ SJTTER (n LU OB�I / INSTALL 215 LF OF 4"SEWER PIPE N W 0 AND CONSTRUCT 4"SEWER CLEAN / ( 1 � o w O 0 N OUT AS SHOWN,MIN. 1-2%SLOPE. In I( P EP EP m �0 O INSTALL TYPE A SEWER SERVICE OF) / / g W / PER ISPWC SD-511/SD-511A AND Q ISPWC-SECTION 514,TYP / a a iDOLL }DS,� Q / - rwlc.+1 NAL EtiG (co � E TYPICZA1 R0.1- .ARD IPISTAI,I.ATION HYDR ANTA UC�l I ARD SPAr-INC, or E EPA EP EP / IN L QAAME.RCIAL PARKI#4N1 AP-CA PL^--4 VIE.VV 4 w Q I Ig{3 r I_-9 17106 a PD POW �I N w ® 0010D+ WALL MEET ALL RE01.IAEI�+ENT'q OF KuTOm nil �wEHKLE I►�PA+-;T 1/20/21 P J 0- � 4TBCR Ch) ^F THE IN ESMA,T10NAL FIRE DDDE (CURRENTLY A�TEfi EMITI.M). '0 � T � BUILDING ADDITION 1W 2. '.ERIFY LOCATION OF U14WR[�UM1O WILITIEM Q9-0RE EXCAYAT11'Y,I FCR (�1 Tf OF 10p -CGhr_RETE BOLLARD FOUNDATION — T 3L BOLLARDS 9-I1-LL EE PAIN7ED FErT- YELLDW. c"OF ME 1DIAN IS AA1L ARD aRA14INO nCL LU ASSEMBLY OR BACKF OW PREVENTION ON I EXISIT I L 2f]s3SUP#'LE�NrRL REDUCED-PRESSURE PRINCIPLE BACKFILOW� � _ � USED OR IRRIGATIONO BE ;�PEcIFIcR7I�Ns FIRE HYDF�AIVT BOLLARDW8-y�TMFp"�gpTA�pyhl,pFq. FILE NUMBER: ne1HVwapw3"srIR4x114N O a w DOMESTIC WATER AND FIRE SPRINKLER LINES I 202993 O � I w ~ m 90' FLG ELBOW W/ o C I 25' MIN SEP 112 LF OF C-90 FIRE THRUST iLOwK DESIGNED SERVICE W/45° FL ELBO I DRAWN BY: N z I Iw J 10 1 GATE VALVE, MJxMJ C. KENYON O Oa CONNECT TO EXISITNG DATE Z 112 LF OF HIGH DENSITY POLYETHYLENE WATER MAIN PER CITY OF Y (HDPE)WATER SERVICE W/45° FLG ELBOW w MERIDIAN STANDARDS ° _ SHEET NUMBER: w S89027'11"E-227,81' ( 48LF OF 6"C-900 WATER MAIN UINSTALL FIRE HYDRANT& BOLLARD LAYOUT PER CITY UTILITY PLAN OF MERIDIAN STANDARD DRAWINGS W7&W8 INSTALL WATER METER AND WATER SERVICE PER CS- 104 0 1:30 (22x34 FULL SIZE) 30 15 0 30 90 MERIDIAN CITY STD DWG W16 w � (SCALE IN FEET) 0 4OF4 w Page 259