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Application
Charlene Way From:clerk@meridiancity.org Sent:Tuesday, September 7, 2021 8:56 AM To:Charlene Way Subject:Development Application Transmittals - Elsinore Daycare Facility CUP H-2021-0061 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Elsinore Daycare Facility CUP H-2021-0061 Hearing Date: 10-21-2021 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Commission Hearing Date: October 21, 2021 Planner: Joseph Dodson File No.: H-2021-0061 Project Name: Elsinore Daycare Facility CUP Request: Conditional Use Permit request to construct a new 13,535 square foot, single-story daycare facility on approximately 1.3 acres of land on Lots 12 & 13 of the Paramount Square Subdivision in the C-G zoning district, by 814 Development, LLC. Location: The site is located at 4818 & 4858 N. Elsinore Avenue, generally located adjacent to the northwest corner of Meridian and McMillan Road intersection, in the SE ¼ of the SE ¼ of Section 25, Township 4N., Range 1W. �T Planning Division E IDIA �1 �' HEARING APPLICATION DAHO Type of Review Requested Hearing File number: H-2021-0061 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: SAMANTHA KOZLOWSKI, 814 DEVELOPMENT, LLC Phone: 1695 TWELVE MILE ROAD, SUITE 100, BERKLEY, MI samantha@814cre.com Applicant address: 48072 Email: Ownername: AMANDA MCCURRY, BRIGHTON DEVELOPMENT, INC. Phone: Fax: 2929 W. NAVIGATOR DRIVE, SUITE 400, Owner address: MERIDIAN, ID 83642 Email: amccurry@brightoncorp.com Agent name(e.g.architect,engineer,developer,representative): SAMANTHA KOZLOWSKI Firm name: 814 DEVELOPMENT, LLC Phone: Fax: Address: 1695 TWELVE MILE ROAD, SUITE 100 Email: samantha@814cre.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 4858 N ELSINORE AVE Assessor's parcel number(s): R6905490180 Township,range,section: 4N 1 W25 Project Description Project/Application Name: Elsinore Daycare Facility- CUP Conditional Use Permit request to construct a new 13,535 square foot, single-story daycare facility on Description of work: approximately 1.3 acres of land on Lots 12 & 13 of the Paramount Square Subdivision in the C-G zoning district. 33 E Broadway Avenue,Suite 102 * Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Is this application exempt from fees?: No Conditional Use Permit-CUP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0534 TYPE OF USE PROPOSED Commercial: CHECKED Other Type of Use Proposed: Daycare Facility PROPERTY INFORMATION General Location: Lot#12 & Lot#13, Elsinore Avenue, Meridian, ID Current Land Use: Vacant Land Total Acreage: 1.31 Prior Approvals(File Numbers): MDA-13-010 (DA Inst.# 113083665);RZ-15-001; PP-15-002; Traffic Study Required per ACHD: No ZONING DISTRICT(S) C-G: CHECKED FLUM DESIGNATION(S) Commercial: CHECKED Acreage-Commercial: 1.31 PROJECT INFORMATION Site Plan Date(MMIDD/YYYY): 8/27/2021 Landscape Plan Date(MM/DD/YYYY): 8/27/2021 Elevations Date(MMIDD/YYYY): 7/28/2021 Percentage of Site Devoted to Building: 23.67 Percentage of Site Devoted to Landscaping: 5.67 Percentage of Site Devoted to Paving: 36.87 Who will own and Maintain the Pressurized Irrigation System in this Development: Owner/Tenant Irrigation District: Settlers Irrigation District Primary Irrigation Source: Two irrigation service connections on the east property boundary of the site. Secondary Irrigation Source: N/A Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 4264 Minimum Square Footage of Ground Floor Area for Multi-Story Units: 0 Proposed Building Height: 35-5 3/8" Existing Floor Area(If Applicable): 0 Gross Floor Area Proposed: 13535 Hours of Operation(Days and Hours): 6:00am - 6:30pm Number of Standard Parking Spaces Provided: 36 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 Number of Compact Parking Spaces Provided: 2 Number of Residential Units: 0 Minimum Square Footage of Living Area(Excluding Garage): 0 Gross Density: N/A Net Density: N/A What was the date of your pre-application meeting?: 05/13/2021 What was the date of your neighborhood meeting?: 08/12/2021 PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: SAMANTHA R. KOZLOWSKI MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 EIGHT Narrative Elsinore Child Care Development Lot#12 
 Elsinore Avenue,Meridian,ID The subject property is a new construction +/- 13,535 SF Child Care Facility to be located at the intersection of North Elsinore Avenue and West McMillan Road. The subject property will be composed of two (2) existing Lots (Lot#12 -4818 Elsinore Avenue and Lot#13 - 4858 N. Elsinore Avenue). A Property Boundary Adjustment (PBA) will occur to combine these two (2) existing lots into one (1) parcel that will be approximately +/- 1.31 acres. The subject property is currently comprised of vacant land. It is located within the jurisdiction of the City of Meridian and is currently zoned "C-G". Child Care is considered an A/C use within this zoning classification and a Conditional Use Permit (CUP) will be required. There are approximately 36 parking spaces planned, including two ADA compliant parking spaces. The tenant is a provider of early education and care intended for children and families in the United States.The company offers its services for children ageing from 6 weeks to 6 years and after-school programs for children up to age 12, emphasizing child development and building character in students, and also focusing on school readiness in math, language, and literacy, enrichment programs,which include music,arts,gardening and foreign language. The tenant is a national franchise company that provide high-quality early education and care to children and families across America.Their state-of-the-art school environment, exclusive Balanced Learning@ approach and national AdvancEDO accreditation have set them apart in the early education industry for more than 35 years. There are more than 450 schools nationwide, serving children 6 weeks old through kindergarten and after-school students. These schools are independently owned and operated by dedicated local Franchise Owners. Highlights of these school facilities include: Curriculum The provider offers full early education and care for children ages 6 weeks to 6 years and after-school programs for children up to age 12. They employ the company's proprietary Balanced Learning@ curriculum,which combines traditional,teacher-guided learning with more child-initiated play.The curriculum also incorporates current research on child development and emphasizes building character in students. Their learning philosophy consists of four major components—theme-based learning, which uses topics of interest to children to place concepts in context; an academic curriculum which focuses on school readiness in math,language,and literacy;enrichment programs, which include music, arts, gardening, and foreign language, among other activities; and character development. EIGHT Narrative Elsinore Child Care Development Lot#12 
 Elsinore Avenue,Meridian,ID Community outreach is a central part of the character development component of the school's curriculum. For example, each year schools throughout the country participate in food drives in which children are encouraged to complete extra chores at home in order to earn money to shop for items to donate. The Company also places an emphasis on parent communication in order to foster the connection between home and school, which creates continuity in the children's educational experience. Schools provide orientation sessions for parents of new students, a variety of parenting and educational resources online, and regular communication with parents through newsletters, conferences,and school events. After School Program&Summer Adventure Club The Explorer Program for children ages 5 through 12 is an afterschool program that provides children with homework help and activities to help explore creative expression, sports,technology, drama, music, games, and more. They offer a variety of school-based activities that nurture active minds,healthy bodies and happy hearts.Whether your child is a budding actor,tech wizard,athlete, author or rock star,there's something for everyone in the Explorer Program. In the Schools Summer Adventure Club, children become engineers, artists, explorers and more as they discover the joys of design thinking, a fun and innovative way to learn. Engineering design challenges, experiments and themed activities await as children unlock new ways of thinking - all while having a blast! The Summer Adventure Club provides fun for children ages Kindergarten through 5th grade. Operation The tenant will operate between the hours of 6:OOam and 6:OOpm.Peak on-site traffic flow will occur during primary drop off/pick up times in the mornings and evenings -between 6:OOam and 9:OOam, and between 3:OOpm and 6:OOpm, respectively. They offer touchless check-in and external drop-off and pick-up of children. Deliveries are conducted with small cargo cans and single rear axle trucks. No Loading zone is required. Playground equipment is limited to one classroom at a time and playground equipment is disinfected before and after each use. Since opening the first school in 1982,the health and safety of children and staff has always been the priority. The Company holds each school to high standards of safety and cleanliness while maintaining a caring and nurturing environment where children can thrive.They maintain an up-to- date and customized Safe School Plan posted in all classrooms for easy teacher access.In most states, the teacher-student classroom ration is lower than what is required by state licensing. ADA COUNTY RECORDER Christopher D. Rich 2015-101543 BOISE IDAHO Pgs=5 CHE FOWLER 11/03/2015 03:45 PM TITLEONE BOISE $22.00 When recorded, please return to: Brighton Development Inc. c/o 12601 W Explorer Drive, Suite 200 Boise, ID 83713 GENERAL WARRANTY DEED (Paramount Square-Commercial) FOR VALUE RECEIVED, the receipt and sufficiency of which is hereby acknowledged, BRIGHTON INVESTMENTS LLC, an Idaho limited liability company ("Grantor") does hereby grant, bargain, sell, and convey unto BRIGHTON DEVELOPMENT INC., an Idaho corporation - ("Grantee"), whose address is 12601 W. Explorer Drive, Suite 200, Boise, Idaho, 83713, all of Grantor's right, title and interest in and to that certain real property located in Ada County, Idaho, legally described on Exhibit A and depicted on Exhibit B, attached hereto and incorporated herein ("Premises"). TO HAVE AND TO HOLD the Premises, with its appurtenances unto Grantee, and Grantee's successors and assigns forever, together with all water and water rights, ditch or irrigation company shares, streets, alleys and rights of way adjacent thereto, all mineral rights appurtenant thereto, and all and singular tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues, and profits thereof, and all estate, right, title and interest in and to the Premises, as well in law as in equity. Grantor, for itself, its heirs and assigns, does hereby covenant to and with the said Grantee, that the Grantor is the owner in fee simple of said Premises; that the Premises are free from all encumbrances; that Grantee, its heirs and assigns shall be entitled to the quiet and peaceable possession of said Premises; and that Grantor will warrant and defend the same forever from all claims arising by, through or under Grantor IN WITNESS WHEREOF, Grantor has caused its name to be hereunto subscribed this 2nd day of November, 2015. GRANTOR: BRIGHTON INVESTMENTS LLC, an Idaho limited liability company By: avi W. Turnbull, Managing Member STATE OF IDAHO ) ss. County of Ada ) On this 2nd day of November, 2015, before me the undersigned notary public, personally appeared David W. Turnbull, known or identified to me to be the Managing Member of Brighton Investments LLC, the company that executed the instrument or the person who cuted the instrument on behalf of said company, and acknowledged to me that the company execu d e same. RIEBECC�A A. HANKS NOTARY PUBLIC Not y Public for Idaho SAE-r a- OF � E z0 My Commission expires GENERAL WARRANTY DEED-1 G:ILegdl Endty TransacdonslSpecial Transactons12015106.15-PM29-Land Sale-BLH and BILLC to BDIIGeneral Warranty Deed-BLHL1-C.2019.09.14.docx ............. ....... ......,...,.......,� :.`::.,•;:.:.:..+•.'"T.....,.•.........,......... .•„.•.....,,...,..,......•........ ......,.......,......... .,.,. .,-.................... .........e.,,....;ii'.,.v`i;..V::.,.,....'t'f,:....a.-...rti;i>Ye'.,.ds'x11'suAdaiF;.l.lri<1�."sl `±4�!r'd�'.s�:....::.:: z Exhibit A PREMISES DESCRIPTION r Project.No.: 3819 Date: October 16, 2016 DESCRIPTION FOR PARAMOUNT SQUARE—REMAINING PARCEL .A parcel of land being.a portion of the SE % of Section.25, TAN., RAW., B.M., Meddian,Ada County, Idaho and:more particularly described as follows: Comni endhg at a brass cap marking the. Southeast corner of said Section 25; thence alongIhe South bdUhdary of said Section 25 N 4e , s �48feo South boundary at right angl+s's. North 00°32'34°:East 34.0a feet to a point; thence North 45°18'550 East 2V6 feet.to a point marking the POINT OF BEGINNING, thence North 8902726"West:431.%feet:to a point;thence North 44'38'55"VlfirsY 12.00 feet to a point;thence North 00 27 49 East 534.85 feet to a point of. curve, thence along the arc of a curve to the right 11 1:43 feet, said curve having a"radius of 205.00 feet, a central angle of 33"06'01"'and a long chord bearing North 17°00'60"East 116.79 feet to a point of tangent;thence North 33033'60" E9041.8..$8 feat to a. point'of curve; thence along the arc of a curve to the right 303:48 feet,said curve having a radius of 1175.00 feet, a central angle. of.14"4,1r-. and a 0h9-chord t*Arin 9 North 40°57'47 E66tS02�►3.f etvto a'point of tangent;thence North 4671'44" East 102.23 feet to I a point of curve; thence along.the arc of a curve to the righ# .14:74 feet, said curve having a radius of 736 00 feet; a central angle of 8°56'40"and a long chord gearing North 52°50'4' East 114.62 feet to a point of a compound curve; thence along the arc of a curve to the right 155 77 feet, said curve having.a radius of 1261.62 feet;`a central.angle of 670g'57".and a long chord bearing Forth 6 °2322` East 13. 0 feet to a;point of a compound curve; thence along the arc of`a curve to the:right 10.7A4 feet, said curve having a radius of 228.72 feet, a central angle of 2610'64'W and along chord bearing North 76*5.5'S0" East 108 46'.f$dt to a point of tangent; thence South 8V36'40" East 182.04 feet to a point; thence North 44°00"West 18:44 feet to a.point-,thence GENERAL WARRANTY DEED-2 G1Legal1En6ty TransactonslSpecial Transac6ons120150.15-PM29-Land Sale-BLH and BILLC to BDRGeneral Warranty Deed-BLHLLC.2019.09.14.dou _____. _ Project No.: 3819 Page 2 Datw. October1. 6., 2015 North 890104W West 178.97 feet,to a point marking a point of curve; thence along the aFo--,of:a:curve the lft 113.554eet. said curve having a radius:of 241J2feet, e . a-coiftl: 0116. 265!.5,45W and A 16h-g h or!d b :q � eating South.j. .V5550" West 1.121,61 feet.10 a.point marking a point of.compound curve thence 6'1644.. the, ark of a curve toithe left 137.17 feet, said curve having a radius of t ont aI p .gIelof,V 0. 9'57". `and d a loIng chord baring. .. South"00°23West1 710fee41o.a.point M rid ng'a point.of compound curve;thence of a.:curve'to'the.4. JIB.'" fW said—Ourve having a radius of 4 'aring P.M.,411910:0 wd` Jong c ',be 74%OQ f. If$0, 4 ".. ..h qr t f:tA tangent; h $tbWh,52!6WG4, VIM 116 65 fi ,pohlt Matking.2 p. q n once 9 SdUth 48121 West 10240:'feet t6s,a point arliing al point,of curve; thence U. . a.. 188 alongo iff .84 feet, i : of 1 , . :the are., a curve.. s9i d!:curve: having 9:radius... - feet,600*1 angle long.chord.W a..11.ng bit n 'to.a: point'-feet- a,'pol marking a:point of tangent; thence 'SOU West 305 8:1 rk. of 8666.33033'5M W 116.60:46 to.a.pointma ...ing a pointcurve; th6n6e along:th I 15 .� . ee- siid curve avin e-: ro:0. t I eft 1 .914 fi' A h i i ' di of 218 00,feet, a:cntral angle of A,94WO ra V and a brig bho-M-be4ring. .-Pot: '47 t0 a:,point marking a,point of tangent; thence . . S �. W.,W 9.54' 022449*to A point thence South. 9 E ,40'. 1.' fIW bap #t 'h ence South; :04"321W. Wiest 27.7614 Ad A::poih t:,on the :South, boundary of laid oun'd' which is also the centerilins'-of:West Section. �2.k. 6�,rfqe.Alona said South b: : ary, ...... ..... Mcmillan.Road 0.- .South.89°27`26" East 731-.79 feetto,a point; thence leaving said South boundary at right.-...angles OT321W East 27.75.feet to a point on.the.North right-of-way line of said No 9 M West.Mc : IlAn-ROM plo Old North,.right-ofww J thenceal line South 89*27'26" East 418,44 feet to 9 point;thence continuing 8" East 60.46 feet Ad a. point.on the West right-of-way line:of said North Nteridian Road N04W 00023'20" East 1 1:97.5T feet to a point', thence. leaving said West right of Wayjjn,q6fNotth,,M diahRoad n .N We 27,26414et to a.point;,thence North 89?36,! West -232.07 feet:to a point!thence :.-, SoUth 45*1*.13`West-,24.68 feet to a point:thence ii:,w Ieet to a p Oith-80"14,6-40. Ms. 6 thence N 4 oW Noith:44 455 West:2.152.%dtto a point;thence South 00*23"900 M$I:Z53:38 feet to a point; thence ry South " h uth 60"1 T28 W bst,:16.58 feet to a point;thence. GENERAL WARRANTY DEED-3 G:1LegallEn4tyTransacbonskSpecialTransactons12015106.15-PM29-Land Sale-BLH and BiLLC to BDAGeneral Warranty Deed-BLHLLC.2019.09.14.d= ........ ............... Project.No.:-381.9 Page 3 bate: bet ter 1.6.,2015 North..09'364W West; 1;68:65 feetIo a paint of curve; thence along the are of a curve to-the left 385.84 f0et; said oue having a radius of 25 ,00 feet, a central angle of 90°00'00" and'.a long;chord`bearing Soutf145°2 '2Q"West 35f8 feet to a point of tangent; thence South 00013020"W t 39 49 feet`ta;a point;thence South 45b18'50`West 2.82- . to the P01NT OF BEGINNING;, Said parcel of land contains 17.17 acres, more or less. '....'. - �,. ,�... ,y c GENERAL WARRANTY DEED-4 G:1LegailEnbty TransactonslSpecial TransacfionsM15M.15-PM29-Land Sale-BLH and BILLC to BDI1General Warranty Deed-BLHLLC.2019.09.14.dacx (($$ F s t EXHIBIT B PREMISES DEPICTION C I �` t' ��•-,.ns da PARCEL EXHIBIT FOR UNB'T r,Td•ra�r.Uur. PARANtOl1N1'SQtJ�SUBDI�If�i(OM1i l R` 8tlb.NH,iF, "Mot 1311E S5 tJ{5Ecnar 25 r. a A ( ,��•,,``� ••"�.+,.'."° � � �.,��� �L�..t-._,{ f( � LOW.AOA CIXR7CY,19/Ji0 2015 y a F A., offlp• of .S / Yd�/r'fy 3yY Y %:.. iij a Q. 6♦ .. { � j�jJlYtl�' �•r n —^e--1pR 12x:5 CID •' +'3(.a t �• �ri/r.N°r: - a F xotr ® µr 4:;r� °�`. r"� �xr+�j+�E��/.. - f"" i s Yana sro aev n.ru•as.i 6 F ��/Y�,.s„* 3-+ � scr ve•zaa•wau n+.rw �t`���"""`````'` +k,..'..,I !�°/ � -,s,:' •+w• [ � sn vr.N•Ra Mr vse+➢ ?ltWftIA F ! 11 j((/t Z t/y f�Y% J ''`� •5h A I` :: =t.0:.-v! 1`��� c F �`'�`�,rxy.{'.�i���.`✓�?1//Ye ' f y f : 4 r r t i r /ytP,M�rtr �.I� � 4�Fc?!✓i��tkYr�Jb!/�`Ff's` •!` I 5 1 t T wev+w r N�r�a'd a � "t �>r3�x fy�ralF Js"�r b I E e•P -;m. �tt.N S t� _ - �fF✓PrYiP toy✓r�sN-P.�.rRY6r/%�/).a � L�j III; :I:'. r n � SURVEYING 1 per•'--Yar i�r. .. ,. - . y,•.:•r n-r+rc-err UNNA T£ALEY S LAND Va9t atY314Ai 4JAa 4 P!oJs.'C 110.-.t6f9' $ia•t l aor�l 2 C GENERAL WARRANTY DEED—5 G:1Legal\Entty TransacfionslSpecial Transactons12015106.15-PM29-Land Sale-BLH and BILLC to BDRGeneral Warranty Deed-BLHLLC.2019.09.14.docx EIGHT Legal Description Elsinore Child Care Development Lot#12 
 Elsinore Avenue,Meridian,ID Lot #12 Address : 4858 N. Elsinore Avenue, Meridian, ID 83646 Parcel # R6905490180 Lot Size: 0 . 621 Acres Legal Description: LOT 12 BLK 02 PARAMOUNT SQUARE SUB Lot #13 Address : 4818 N. Elsinore Avenue, Meridian, ID 83646 Parcel # R6905490190 Lot Size: 0 . 690 Acres Legal Description: LOT 13 BLK 02 PARAMOUNT SQUARE SUB AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, BRIGHTON DEVELOPMENT INC. 2929 W.Navigator Drive,Suite 400 Meridian (name) Idaho (address) (city) (state) being first duly sworn upon, oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: 814 SERVICES,LLC 1695 Twelve Mile Road, Suite 100,Berkley,MI 48072 (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of t ��� ,2005 (Signature) SUBSCRIBED AND SWORN to before me the day and r first above written. Atk-A '� LaA-'�LA (Notary Public Idaho) SHARIVAUGHAN Notary Public State of Idaho Residingat: Commission Number 20181002 My Commission Expires Jun 1,2024 My Commission Expires: (Rev 05/29/20) UTILITY PROVIDERS ; j x0 Meridian : t` ., y ..�. Ry -- _ -- — i' Y ! r s� 1 4 COMPANY CONTACT INFO R W PROJECT ADDRESS / LOCATION : � � . � �� � 1 I '' - - � U WATER AGENCY:MERIDIAN WATER DIVISION ... _ � _ of � -, _. : .. � �� , .• :. _ E Chinden Bled 11 / V� PHONE#208.888.5242 Chlnden LOTS 12 & 13, BLOCK PARAMOUNT _- -B - - -- _ — t , SANITARY AGENCY MERIDIAN WASTEWATER DIVISION `. 'I:i 1 t• I � ; � i -1 � � ��"h -- -_ - ��n��� u_ I � - '- :2- � ,••:�' . ! � �I _ � �.rw- or 1� • }� j ti� : . _ I �'�r�_ __ ,ylowam SQUARE SUBDIVISON, PHONE#208.888.2191 1 I . LYING IN THE SE -, SECTION 25, TAN., Z A AGENCY: INTERMOUNTAIN A COMPANY 4 PHONE#208.377.6840 ' m T' i - R.1 W.) B.M., O ELECTRIC AGENCY: IDAHO POWER MERIDIAN, ADA COUNTY, IDAHO Fm PHONE#208.388.2323Mans 11 ! yawl ww ai w �S _ fir► TELEPHONE AGENCY:CENTURYLINK �-rM� f *• �` - - �� `�YUS.� d V. PHONE#855.263.9576 PROJECT LOCATION IRRIGATION AGENCY:SETTLERS IRRIGATION DISTRICT t �yo PHONE#208.870.4292 Fm l F11 r 11A,. _ ZONING SUMMARY ZONING: C-G:GENERAL RETAIL&SERVICE COMMERCIAL DISTRICT , — — WLM:cMiIRd - u `� �_ Z ., � - I E Mc ills; d lan [.;,_ � � -_A SITE/LOT AREA: 57,130 SQ.FT 11.31 AC. a _ n - - - t _,' r- � IMPERVIOUS AREA: 33,578 SQ.FT/0.77AC. - ► GREENSPACE LEY \ 23,552 SQ. FT/0.54 AC. PROVIDED: W B . .�4 _ -- - Z ` 1� �° er � W - I SIGN REQUIREMENTS z I 1 co 0 -0 E L ,.— - •�' IVI,�°�'� -_- • �" ��a>' - - '.x _`� � AXIMUM HEIGHT. 40-0 umIIIEDEW _ I - I ,!•I r i � _- w+ - Z C FREESTANDING - I ,; -�,. • s^ � � 150 SQ.FT �r.� �M �` . .r{l• , -,` _ _ _ `-- - `- _" .`:�I ' �L�..�.; . """-�"'w'''' :�.�1 SIGN AREA: ' ; ' `, .j ?\ .' ! r it , _:�, �� •e,r �_L I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR 0 20'-0"FROM RIGHT OF WAY OF PERPENDICULAR STREET y °�o�'�,��'� _- •T p � _ -�; r ' — I, �'` �� REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SETBACK: 5 0 FROM ANY REAR OR INTERIOR SIDE PROPERTY LINE SUPERVISION AND THAT I AM A DULY LICENSED TOTAL WALL SIGN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE Z STATE F MINNE TA. < �1 AREA: 150 SQ.FT S O SO r _ {`IVA' >= nn • , u PARKING REQUIREMENTS ' � = � . •• " �- ,�...-., ', E TYPE UNIT/AREA STALLS REQUIRED STALLS PROVIDED DATE LIC. NO. - ` 9'x 19' 1 SPACE 1500 SF 28 36 OF GFA c > s' TOTAL: 28 36 NOTE: - 'PROJECT GENERAL NOTES WHEN A BUMPER OVERHANGS ONTO A SIDEWALK OR LANDSCAPE AREA,THE PARKING THE CLARITY OF THESE PLANS DEPEND STALL DIMENSIONS MAY BE REDUCED TWO(2)FEET IN LENGTH IF TWO(2)FEET IS ADDED UPON COLOR COPIES. IF THIS TEXT DOES 1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT TO THE WIDTH OF THE SIDEWALK OR LANDSCAPED AREA PLANTED IN GROUND COVER. NOT APPEAR IN COLOR, THIS IS NOT AN J ARE NOT LIMITED TO, THE OWNER-CONTRACTOR AGREEMENT, THE PROJECT MANUAL 0 1,500 3,000 ORIGINAL PLAN SET AND MAY RESULT IN (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), SETBACKS MISINTERPRETATION. Lu DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS SCALE IN FEET ISSUED BY THE ARCHITECT/ENGINEER. PARKING BUILDING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, 2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE INC. AND MAY NOT BE USED, COPIED OR DUPLICATED GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND LOCATION MAP FRONTYARD 5' 0' WITHOUT PRIOR WRITTEN CONSENT. a COMPLETE COORDINATION OF ALL WORK. SIDE YARD 5' 0' PROJECT 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY REAR YARD 5' 0' ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. O 4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. PRIMROSE Fm 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING SCHOOLS WITH THE WORK. 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN CIVIL SHEET INDEX � MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. MERIDIAN IDAHO 00 COVER SHEET AVOID GALVANIC CORROSION. 7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO CC100 EXISTING CONDITION ISSUE SCHEDULE O8. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR C300 DEMO PLAN DATE DESCRIPTION BY GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE C400 SITE PLAN 8/27/21 CITY SUBMITTAL#1 ARA u KNOWLEDGE OF I &S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE C500 SITE UTILITY PLAN CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE C600 GRADING PLAN UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY C700 PLANTING AND RESTORATION PLAN ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. C701 PLANTING SCHEDULE, NOTES, & DETAILS O 9. THE CONTRACTOR IS TO CONTACT"DIG LINE, INC " FOR UTILITY LOCATIONS, MINIMUM C800 PHOTOMETRIC PLAN 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION /CONSTRUCTION (811)OR(1-800-342-1585). C810 SITE DETAILS u LEGEND C811 SITE DETAILS REVISION SCHEDULE SPECIFICATIONS REFERENCE C812 SITE DETAILS DATE DESCRIPTION BYFm EXISTING C813 SITE DETAILS O ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS, THE CITY OF PROPOSED C814 SITE DETAILS MERIDIAN REQUIREMENTS, THE IDAHO DOT STANDARD SPECIFICATIONS FOR CITY LIMITS — — UT — — UNDERGROUND TELEPHONE LOT LINE C815 SITE DETAILS CONSTRUCTION, 2018 EDITION, AND CURRENT VERSION OF THE PLUMBING CODE OF SECTION LINE — — UTV — — UNDERGROUND TV — — RIGHT OF WAY C820 FIRE TRUCK ACCESS AND HYDRANT COVERAGE PLAN z IDAHO UNLESS DIRECTED OTHERWISE. — — QUARTER SECTION LINE — — OHL — — OVERHEAD UTILITY — — — — — — — — — — — EASEMENT C900 TEMPORARY EROSION &SEDIMENT CONTROL PLAN RIGHT OF WAY LINE — — UTL — — UNDERGROUND UTILITY CULVERT C901 EROSION &SEDIMENT CONTROL NOTES AND DETAILS >= PROJECT DATUM _ - PROPERTY/LOTLINE — — FBO — — UNDERGROUND FIBER OPTIC STORM SEWER PROJECT NO. 21-25440 EASEMENT LINE 990 CONTOUR(MAJOR) STORM SEWER(PIPE WIDTH) FILE NAME 25440 CO-SITE DATA A 0 HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM ACCESS CONTROL 989 CONTOUR(MINOR) SANITARY SEWER DRAWN BY TMR OF 1983 (NAD83), ON THE ADA COUNTY GIS COORDINATE SYSTEM, IN U.S. SURVEY FEET. —— W—— WATER EDGE 0DECIDUOUS TREE SANITARY SEWER(PIPE WIDTH) ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF — WET— — WETLAND BOUNDARY WATER DESIGNED BY ARA — 1988 (NAVD 88). al,, �11 al,, �11 1, CONIFEROUS TREE REVIEWED BY RJA RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES — — - WETLAND/MARSH G GAS FOR THIS PROJECT. —x x x x FENCE LINE TREE LINE OE OVERHEAD ELECTRIC — — << — — CULVERT 0 MANHOLE/STRUCTURE UE UNDERGROUND ELECTRIC TITLE — — << — — STORM SEWER E::] CATCH BASIN UTV UNDERGROUND TV TOPOGRAPHIC SURVEY - - < - - SANITARY SEWER -6- HYDRANT 1015 CONTOUR J — — <1I — — SANITARY SEWER FORCEMAIN DQ VALVE MANHOLE THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN JULY 2021 BY — — I — — WATER ® CURB STOP CATCH BASIN uj COVER SHEET TEALEY'S LAND SURVEYING. — — G — — GAS 0 POWER POLE HYDRANT — — OE — — OVERHEAD ELECTRIC ❑ UTILITY PEDESTAL/CABINET N VALVE — — UE — — UNDERGROUND ELECTRIC om SHEET cl 00 Samantha Kozlowski From: Paige Bankhead <pbankhead@achdidaho.org> Sent: Monday, August 2, 2021 4:34 PM To: Alex Amadeo Cc: Samantha Kozlowski Subject: RE: W McMillan Rd/N Meridian Rd - Proposed Site Categories: KINDERCARE, PRIMROSE, Meridian North Hi Alex, We do not need a full traffic study, however, we do need a turn lane analysis in accordance with District Policy 7106.4.4, page 26, done by a traffic engineer: https://www.achdidaho.org/Documents/ACHDpolicyManual/7000to9000/Section7100 Genera I Reg uirementsProceduresForDev elopment.pdf Please let me know if you have any further questions. Thank you, Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 1��-�74 is r`.�a tv nv"* From:Alex Amadeo<Alex.Amadeo@ISGlnc.com> Sent:Thursday,July 29, 2021 12:54 PM To: Paige Bankhead <pbankhead@achdidaho.org> Cc: Samantha Kozlowski <Samantha@814cre.com> Subject: RE: W McMillan Rd/N Meridian Rd - Proposed Site CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Paige, See attached concept plan for the proposed child care facility. Let me know if you need anything else at this time. Please send over any further details or information regarding the traffic study and timing after you have had further discussion internally. Thank you, i From: Paige Bankhead <pbankhead@achdidaho.org> Sent:Thursday,July 29, 2021 10:18 AM To:Alex Amadeo<Alex.Amadeo@ISGlnc.com> Subject: RE: W McMillan Rd/N Meridian Rd - Proposed Site Hi Alex, Thanks for the information. Do you have a concept plan with further details? I will discuss this internally and will have to get back to you next week. Please know that if a study is required, it can take at least a few months for the review process given the high volume of applications and studies,the complexity and how fast the traffic engineer can compile the study and address our revisions. We do not do expedited reviews and will not send a study acceptance email to the applicant and the City until we have completed the study review. If a study is needed,you will need to contact COMPASS Idaho to get a traffic model so we can set the scope of study. I will touch base with you next week and provide more details. Thanks, Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 'tw ACI IL From:Alex Amadeo<Alex.Amadeo@ISGlnc.com> Sent: Wednesday,July 28, 20214:30 PM To: Paige Bankhead <pbankhead@achdidaho.org> Subject: RE: W McMillan Rd/N Meridian Rd - Proposed Site CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Paige, Thank you for all of this information. Our site is going to generate+/- 170 peak hour trips and is also over 9,000 square feet and triggers a traffic impact study based on your email below. We will be submitting our Conditional Use Permit(CUP)to the City of Meridian and one item is to provide written confirmation that a TIS is not required or has been accepted for review by ACHD. Can you please provide to us how we should proceed with this item?We do not want to hold up our CUP application with the city but also want to make sure we are coordinating everything necessary with the ACHD in order to keep this project moving. Thank you, From: Paige Bankhead <pbankhead@achdidaho.org> Sent: Monday,July 26, 2021 3:58 PM 2 To:Alex Amadeo<Alex.Amadeo@ISGlnc.com> Subject: RE: W McMillan Rd/N Meridian Rd - Proposed Site Hi Alex, I looked at the plat for this development and I didn't see anything restricting access onto Elsinore Avenue for this site. However, you may want to check the with the Covenants, Conditions and Restrictions for the site that were recorded with the plat.ACHD doesn't have purview over those documents, so I can't provide you with any information on that. We may allow access, but the City or covenants can be more restrictive. Elsinore Avenue abutting the site is already fully improved per our Policy and McMillan Road is also improved to our arterial roadway policy abutting the site. If the child care facility will generate more than 100 PM peak hour trips,then we may request a traffic impact study or additional traffic analysis.The child care facility would have to be more than —9,000 square feet to trigger this. The main requirement would be if you construct an access onto Elsinore Avenue that it be located a minimum of 150-feet to the north of the centerline of McMillan Road.A driveway approach request would be required.The driveway width is limited to a maximum width of 40-feet. The driveway approach request can be found here: https://www.achdidaho.org/Departments/FormsPage/Default.aspx However, we recommend waiting to submit that request until the development application is transmitted to ACHD from the City for that site in case we have any additional comments on the official plans. Occasionally, something does come up, such as requiring improvements to existing ADA ramps at pedestrian crossings. For questions on drainage, our District Policy is here: https://www.achdidaho.org/AboutACHD/policvManual.aspx . Section 8000 contains the drainage policy. For developments that will disturb more than 5,000 sq. ft. of land,that site shall manage onsite runoff generated from the first 0.6 inches of rainfall from a 24-hour storm event, Policy 8007.2. Kaci Bader is the Development Review Coordinator and can answer your questions about drainage and other technical/design questions. kbader@achdidaho.org. My aspect of this is pretty straight forward, so I'm not sure how beneficial a meeting would be on my end. But, please let me know if you have any questions. Thank you, Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 AO ;fn.x.-.� {xa fir. }{.d i-Gr• The information provided in this email is a general list of potential requirements District staff may recommend upon review of a formal development application. This is based solely on the information provided by a telephone conversation. The intent of this email is to provide the applicant information pertaining to ACHD policies and procedures. This email does not constitute an approval of a site plan, access points, street sections, variances or waivers of policy, etc. Variance or waiver requests must be submitted in writing as part of the development application submittal. Additional issues or requirements may become apparent and/or recommended in the future upon a full review of the development application submittal along with all of the required 3 information, including a trafficimp d study if necessary. Theisuanc of the District's staff report summarizing the District action on the development application co nmG»sthefnalde konan±7appmvlof the development application. From:Alex Amadeo<Alex.Amadeo@ mGnc.com> Sent: Monday,July 26 2021&28 AM To: Paige Bankhead <pbankhead 9achdidah o.org> Subject: m McMillan Rd N Meridian Rd - Pr posed Site CAUTION: This email originated from outside your orgam2§omEeERea&bnwhenopeningattachmentsord|ckinglnk& especially from unknownsenders. Paige, Thank you fr@QngmycHQa week. Please see below snip o theme that we discussed. Can you pleaselet me know /you are aM available on Wednesday to have a quick all to go over this site and what times you are available?Also, it was discussed that you maybeableto look up some information onifa second accessofo NORnoe Ave is allowable in addition to the access drive that will be off the north private road./ - . - � OFF . r . PFf \ WVZ MEIN DL�;I - ' � ' wR § 40 rIt J . ' , LLU 2 °- � . L.U « . . r �g � � .§ � , .�• , E } ' w 2 •4 - , 2 > r ( � - / ' !,k �� R 2 . � . ywV �2A W- �_�C M|LEAN-D . E-M C M|L LA NCR D - - -- � - 61W hi - !rolt F \ � r . . W HAVSU FALLS S UJ L.U. � Thank you, � 4 Alex Amadeo Graduate Engineer Employee Owner P 515.243.9143 C 515.689.3020 E Alex.Amadeo@ISGInc.com A 508 East Locust Street + Des Moines, IA 50309 W ISGInc.com f in 4 5 �WENty LAND DEVELOPMENT MEETING NOTES Land Development Staff: Steve O'Brien Date: 5/13/2021 Project Name and Location: Primrose School 4850 N Elsinore Ave Is sanitary sewer available? Yes: ❑X No: ❑ Notes: Sewer is available. See comments from Engineering. There will be two sewer services to this project once the two lots are combined. Any sewer service not used will need to be abandoned back to the main. Is domestic water available? Yes: ❑x No: ❑ Notes: Water is available. Easements Required? Yes: ❑ No: ❑X NOTE: easements may not overlap any permanent structure including but not limited to carports,trash enclosures, trees, shrubs, buildings, etc.Service lines up to the meter pit must be in ROW or covered by an easement. Notes: Is the project within 500 feet No Is this a commercial No of a re-use main? project? If both reuse questions are"yes" provide the following information: Building use(manufacturer,carwash,etc.), hours of operation, approximate business water usage and irrigable landscape area: Floodplain or other hazards? Yes: ❑ No: ❑X Notes: Irrigation District: Settlers Irrigation District Notes: Connect to existing pressurized irrigation system. 1 1 P a g e CWENty Public streetlights required? Yes: ❑ No: ❑X Notes: Contact Al Christy in Engineering for street light requirements. Submittal of Civil Infrastructure requirements: Recommend submitting with the building permit application. Additional Meeting Notes: 2 1 P a g e MEETING SIGN-IN SHEET Project: Primrose Schools Meeting Date: Thursday 8/12/2021 from 6:30 m to 7:30 m Facilitator: Samantha Kozlowski, Development Place/Room: City of Meridian City Hall; Manager Meeting Room A **WE DID NOT HAVE ANY ATTENDEES SHOW UP FOR THE NEIGHBORHOOD MEETING ON 8/12/21** Name Company Phone E-Mail PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT z O HEAVY DUTY BITUMINOUS PAVEMENT Fm HEAVY DUTY CONCRETE PAVEMENT -7 ----------- --------------------------------------------- ®------------ CONCRETE WALK EIGHT Fm PARKING SETBACK(TYP) 0 TURNDOWN CONCRETE WALK O R10' R6' _ -__---_---- REVERSE PITCH CONCRETE u 25' TRASH ENCLOSURE 'FENCE,TYPE CURB AND GUTTER I + R3' III pP x O R3' N Y AREA um 3 5 SQ. FT. Fm x � x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O REPORT WAS PREPARED BY ME OR UNDER MY DIRECT TURNDOWN x; SUPERVISION AND THAT I AM A DULY LICENSED o CONCRETE WALK,TYP x x PROFESSIONAL ENGINEER UNDER THE LAWS OF THE 8� I STATE OF MINNESOTA. x� x l iSTANDARD BITUMINOUS PAVEMENT,TYP x DATE LIC. NO. o I 4"WIDE SOLID STALL z STRIPING,TYP a NOTE: Lu LL x THE CLARITY OF THESE PLANS DEPEND Q - UPON COLOR COPIES. IF THIS TEXT DOES 17' (n I NOT APPEAR IN COLOR, THIS IS NOT AN x x ORIGINAL PLAN SET AND MAY RESULT IN a � I W JL MISINTERPRETATION. o I R3' x a N THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, PROPOSED BUILDING INC. AND MAY NOT BE WITHOUT PRO WRITTEN USED, COPIED OR DUPLICATED 13,535 SQ. FT. _ _ O am 4.78' �, R3 I FFE = 2588.25 - PROJECT + i I RZ I I W Z 3 TAPER,TYP + + CONCRETE WALK,TYP O R10' 4-79 28 R6' 25 x 5' 16.5' x PRIMROSE Fm -1 u x R8' SCHOOLS R10' x 0� i ADA STRIPING,TYP�C�"� - F I +- i (n MERIDIAN IDAHO R2'W z I� � ISSUE SCHEDULE DATE DESCRIPTION BY O I� 17' 25' 17' 7' 5' u Z I ® PL AY AREA x C j 5 11 31769 SQ. FT. O W ® x u R3 R3 REVISION SCHEDULE DATE DESCRIPTION BY Fm + x x x Q ® PRIMROSE 9.67' I —xj O MONUMENT SIGN x x x- RETAINING WALL ® Z ------------------ ---- ---------® ---- -----------/ -------- IPROJECT NO. 21-25440 / ------------------------- ------- -- ----- DRAWN BY TMR — RIW 0 DESIGNED BY ARA El N REVIEWED BY RJA Z 10'PUBLIC UTILITIES,CITY OF MERIDIAN STREET - LIGHT,HOMEOWNER'S ASSOCIATION PRESSURIZED 18.75'LANDSCAPE EASEMENT IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18AND 20 TITLE ® SPECIAL EXCEPTION NO.18 J WEST MCM/LL/AN ROAD © W SITE PLAN 0 20 40 SHEET SCALE IN FEET C400 PLANT SCHEDULE DECIDUOUS ORNAMENTAL QTY BOTANICAL/COMMON NAME SIZE ROOT TREES AG 5 AMELANCHIER X GRAND IFLORA'AUTUMN 2" CAL B & B BRILLIANCE' z AUTUMN BRILLIANCE APPLE SERVICEBERRY O DECIDUOUS TREES QTY BOTANICAL/COMMON NAME SIZE ROOT v I PA 4 PLATANUS X ACERIFOLIA 2" CAL B & B II I I LONDON PLANE TREE I I EVERGREEN TREES QTY BOTANICAL/COMMON NAME SIZE ROOT n/ FT - - - - - - - - - - - - - - - - G - I't------------- PS 5 PINUS PONDEROSA SCOPULORUM 6 HT MIN B & B EIGHT I ROCKY MOUNTAIN PONDEROSA PINE Fm j IIU) PARKING SETBACK(nP) I DECIDUOUS SHRUBS QTY BOTANICAL/COMMON NAME SIZE ROOT v I 0 ' _ � PW 13 PHILADELPHUS LEWISII 2 GAL CONT O I I I I I �sBB WILD MOCKORANGE =-------- RG 26 RHUS AROMATICA'GRO-LOW' 2 GAL CONT u I ------------- ----------------- -- - (6) RG 41 - - y - GRO-LOW FRAGRANT SUMAC • °•m,l.. •+Low• ••J �•� �'G W G4 Jr ly W JL W Jr Jr /`Y (4)vC .� c: �,,. • (2) PW<< to•° 25a� 4 I 1.` V ( ) PA W °Y (3' W / PERENNIALS QTY BOTANICAL/COMMON NAME SIZE ROOT O •F I W y y I 1 FS 17 FESTUCA X'SISKIYOU BLUE' 1 GAL CONT u •t•' X W W Of SISKIYOU BLUE FESCUE 1 i W W W I HT 53 HYLOTELEPHIUM TELEPHIUM 'MATRONA' 1 GAL CONT F v I I MATRONA STONECROP I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O REPORT WAS PREPARED BY ME OR UNDER MY DIRECT ) PS • • I x f W W I YC 7 YUCCA FILAMENTOSA COLOR GUARD 1 GAL CONT SUPERVISION AND THAT I AM A DULY LICENSED o X I COLOR GUARD ADAM S NEEDLE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE Z °•%\ O W W � STATE OF MINNESOTA. I I .•.�� I 8 I x �' I GROUND COVERS QTY BOTANICAL/COMMON NAME SIZE ROOT IW x / W W I RM4 2,805 SF ROCK MULCH MULCH N/A W • I 1" DIAMETER RIVER ROCK AT 3" DEPTH DATE LIC. NO. / W WIC — < TS 4,264 SF TURF SOD SOD SOD ° ;•;• / W I DROUGHT TOLERANT FESCUE BLEND v I ``� NOTE: THE CLARITY OF THESE PLANS DEPEND 'Ni I / W W I UPON COLOR COPIES. IF THIS TEXT DOES •�• Wof NOT APPEAR IN COLOR, THIS IS NOT AN J /I •°• I x I / �W I ORIGINAL PLAN SET AND MAY RESULT IN I W WI W I CODE REQUIREMENTS MISINTERPRETATION. W O TII i x W I THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, I� :• - (17) HT oo::pg : PRQPOSED W INC. AND MAY NOT BE USED, COPIED OR DUPLICATED IW UILDING 25aa VEGETATION: WITHOUT PRIOR WRITTEN CONSENT. a (1�AG 13,53�5 S2$8Q. FT. _ FFE - 8.25 — — — 1. VEGETATION COVERAGE: REQUIRED LANDSCAPE AREAS SHALL BE AT LEAST 70% COVERED WITH VEGETATION AT PROJECT J IW I i \ MATURITY, WITH MULCH USED UNDER AND AROUND THE PLANTS. z I W PARKING: O m •° L I x \ W W J I 2. REQUIREMENT: PROVIDE A FIVE-FOOT WIDE MINIMUM LANDSCAPE BUFFER ADJACENT TO PARKING, LOADING, OR (1) PA \ �,/ I I I 1 OTHER PAVED VEHICULAR USE AREAS, INCLUDING DRIVEWAYS, VEHICLE SALES AREAS, TRUCK PARKING AREAS, BUS PRIMROSE Fm (1)YC CJ W W I PARKING AREAS, AND VEHICLE STORAGE AREAS u x I 2.1. WITHIN THIS BUFFER, THERE SHALL BE ONE TREE PLANTED PER EVERY 35 LINEAR FEET ALONG WITH W W NECESSARY LAWN, SHRUBS, OR OTHER VEGETATIVE COVER SCHOOLS I W G - - - - G - - 4 - W W 2.2. 327'/35 = 10 TREES m •,'.' •.,y,,. x (4) RG +° ,,,,y I 3. WITHIN THE PARKING LOT, EACH INTERIOR PLANTER THAT SERVES A SINGLE ROW OF PARKING SPACES SHALL BE H v/ f ::�£: I LANDSCAPED WITH AT LEAST ONE TREE AND COVERED WITH APPROPRIATE LOW VEGETATION. YC • 3.1. REQUIREMENT BASED ON LAYOUT= 5 TREES I MERIDIAN IDAHO cn / W W 4. 15 TREES TOTAL REQUIRED FOR PARKING W I ( ) RG W Q ISSUE SCHEDULE J DATE DESCRIPTION BY O n• T BUFFER: �Q z \ Z� W 7I- 5. APPLICABILITY: LANDSCAPE BUFFERS SHALL BE REQUIRED ALONG STREETS IN ALL LOCATIONS, EXCEPT FOR LOCAL ) PS- STREETS ADJACENT TO SINGLE-FAMILY RESIDENTIAL, DUPLEX, AND TOWNHOUSE PROPERTIES. I Z ; uE uE I Irm I 1 5.1. THE LANDSCAPE BUFFER IS REQUIRED FOR THIS DISTRICT ON ANY PARCEL SHARING A CONTIGUOUS LINE WITH G G �V *-p v v - / ao A RESIDENTIAL LAND USE. O Q;oo 5.2. BARRIER EFFECTIVENESS: THE REQUIRED BUFFER AREA SHALL RESULT IN A BARRIER THAT ALLOWS TREES TOum _ ® TOUCH AT THE TIME OF THE TREE MATURITY W _ E —2589- 5.3. RELATIONSHIP TO PARKING LOT PERIM REQUIREMENTS: ALL BUFFERS BETWEEN DIFFERENT LAND USES MAY REVISION SCHEDULE DATE DESCRIPTION BY Fm x Z W - INCLUDE ANY REQUIRED PERIMETER PARKING LOT LANDSCAPE BUFFERS } ••+ • 5.4. BUFFER IS SATISFIED BY THE 9 EXISTING TREES ON THE WESTERN AND SOUTHERN ENDS OF THE SITE AND THE 0 (5) PW I (3) Fs" (14) FS- " " PARKING PERIMETER PLANTING STRIP NO ADDITIONAL TREES NEEDED. (1 ) RG (�) PA (3)AG (20) HT — -- -2591 —1 i ��� 0 IR— _ — — IR— — —� — --�IR� IR— - - 2590 IR- - - - IR - PROJECT NO. 21-25440 / — -� \ -- ------------------------------------- ------------- ---------------- FILE NAME 25440 C5-PLANTING PLAN DRAWN BY TMR I Pjvv- =2589-- � - DESIGNED BY ARA - - - - _ _ - REVIEWED BY RJA Z — UT - - - - - 4 - - - - - UT - - - - - - - - UT - - UT 7- T - - - - - UT - - — UT - - - ���UT��- - - UT - - - - - UT 2588- - - - - - - - - - G - - - - - G - - - - - G - - G - - - - - G - - - - - G - - - - G - - - - - G - - - - G - - - - - G - - - - - - - - - G - - - - - G - - - - 7G G - -_- - - G - -_ 10'PUBLIC UTILITIES,CITY OF MERIDIAN STREET 18.75'LANDSCAPE EASEMENT LIGHT,HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18 AND 20 TITLE SPECIAL EXCEPTION NO.18 2589- - - - I - - - - - , - - - - - , - - - — , - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - PLANTING AND WEST MCM/LL/A/V ROAD © W RESTORATION PLAN a 0 20 40 SHEET SCALE IN FEET C700 *NOTE.-DO NOT NEVER CUT PRIMARY LEADER STAKE TREES PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS GENERAL PLANTING NOTES UNLESS INDICATED. AND BRANCHES IMMEDIATELY AFTER PLANTING- *NOTE.-DO NOT NEVER CUT PRIMARY LEADER ALL PRUNING CUTS CLEAN AT 90 DEGREES STAKE TREES PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS 1. COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF TIE NYLON STRAPPING AROUND TRUNK AS SHOWN UNLESS INDICATED. AND BRANCHES IMMEDIATELY AFTER PLANTING-ALL PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY ° 112"WIDE NYLON STRAPPING-COLOR TO BE PRUNING CUTS CLEAN AT 90 DEGREES DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. APPROVED BY LANDSCAPE ARCHITECT TIE NYLON STRAP AROUND TRUNK AS SHOWN 2. SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" !�I_ =�� L 1/2 WIDE NYLON STRAPPING-COLOR TO BE 3. ALL LANDSCAPE WORK SHALL CONFORM TO LOCAL AND STATE GUIDELINES AND REQUIREMENTS. 0 DOUBLE SHREDDED HARDWOOD MULCH (NATURAL TREES 8'+ TREES 6'-8' APPROVED BY LANDSCAPE ARCHITECT STAK/NG D/AGRAM �'d v 4. REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS COLOR)AT 3„ DEPTH. IF LOCATED IN PLANTING BED STAKING DIA GRAM, — TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" PRIOR TO BACKFILLING WITH PLANTING MIX. USE ROCK MULCH PER NOTES. NO STAK/NG TREES DOUBLE SHREDDED HARDWOOD MULCH (NATURAL >_, _ � � COLOR AT 3" DEPTH. IF LOCATED IN PLANTING BED 5. LAWN AREAS SHALL HAVE 4" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BE COMPACTED TO 85% MAXIMUM DENSITY ORANGE CAUTION UNDER 6' ii it i AT OPTIMUM MOISTURE CONTENT. MARKERS CUT AND REMOVE AT MINIMUM THE TOP HALF OF USE ROCK MULCH PER NOTES. � 6. REFER TO PLANTING DETAILS PLAN FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. #4 REBAR, 18" LONG WIRE BASKETS, BURLAP AND/OR TWINE AND '! JEIGHT DRIVE TOP STAKE REMOVE FROM THE PLANTING PIT. AVOID CUTTING CUT AND REMOVE AT MINIMUM THE TOP HALF OF 7. FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS �I WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. BELOW GRADE OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED � ��� � J ,OR BROKEN DURING PLANTING SHOULD BE CUT t - FROM THE PLANTING PIT. AVOID CUTTING OR 8. ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. FM FINISH GRADE CLEAN AT 90 DEGREES ��, � � , � ��l -� SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR 9. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF BACKFILL PLANTING PIT PER TREE PLANTING == BROKEN DURING PLANTING SHOULD BE CUT CLEAN PLANTS IN THE SCHEDULE THE PLANTING PLAN SHALL GOVERN. U) AT 90 DEGREES z SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE � i c 10. OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. CONTRACTOR'S UNIT BID PRICES I I I I I I I I I III-1 I I-1 I I III1 1 11 I III—_= � -1 -III-1I I- 1=1I1=1I II—III_ SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED BACKFILL PLANTING PIT PER TREE PLANTING SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. O ° SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE DEPTH OF =11 I III I1 I-1I I-1I I III-1I I- TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL — — _ =1 I= 1=III—III 1=1 =1 1-� 1=1 =11 T — SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED 11. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, ROOTBALL -III—III I I1=1I I— EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF -III—III I III III I11I 1I1=1 —ITI—ITI 1=1I=1I II-III= TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL HEIGHT BRANCHING HABIT FLOWER LEAF COLOR FRUIT AND CULTURE AND ONLY AFTER WRITTEN APPROVAL OF —III II=III= =1I1=1 1=III=1 "DEPTH OF THE ROOTBALL MINUS 3 AND A MINIMUM ROOTBALL —III—III 1I II�IIIII III—III TI—III ITI_li' 11IIIII = =_ THE OWNER'S REPRESENTATIVE AND OWNER. TWICE THE DIAMETER OF THE ROOTBALL =1I1I III III—III_ EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3"AND A MINIMUM 12. ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK(A.N.S.I.), LATEST EDITION PLACE ROOTBALL ON UNDISTURBED SOIL AND TWICE THE DIAMETER OF THE ROOTBALL PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS 10, ROOTBALL DIA ENSURE TRUNK OF TREES IS PLUMB ROOTBALL DIA O ol OF THE SPECIES LISTED MAYBE USED IF THE STOCK CONFORMS TO A.N.S.I. 2X ROOTBALL DIA 1.5 X ROOTBALL DIA 13. ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL um GROWING SEASON (ONE YEAR)AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED FREE OF CHARGE WITH DECIDUOUS TREE PLANTING DETAIL CONIFER / EVERGREEN TREE PLANTING DETAIL THE SAME GRADE AND SPECIES. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. 1 SCALE: 1" = V-0" 2 SCALE: 1" = 1'-0" 14. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT O RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. SUPERVISION AND THAT I AM A DULY LICENSED 2 15. PLANTING BED EDGING - USE COMMERCIAL GRADE POLY EDGING, COLOR BLACK, IN ALL AREAS WHERE PLANTING BED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MEETS LAWN AREAS OR WHERE INDICATED. USE STEEL SPIKES AS INSTRUCTED BY MANUFACTURER. ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF 16. PROVIDE 1" DIAMETER AT A MINIMUM OF 3" DEEP OF CLEAN RIVER ROCK IN ALL LANDSCAPE BEDS WITH PERMEABLE THE CROWN OF THE PLANT IS SLIGHTLY ABOVE WEED BARRIER LANDSCAPE FABRIC. FINISH GRADE 3" 17. PROVIDE DOUBLE SHREDDED HARDWOOD MULCH CIRCLE, WITHOUT LANDSCAPE FABRIC, TO A 4-FOOT DIAMETER CUT AND REMOVE AT MINIMUM THE TOP HALF OF AROUND ALL TREES OUTSIDE PLANTING BEDS TO A MINIMUM 3" DEPTH. DATE Llc. No. WIRE BASKETS, BURLAP AND/OR TWINE, OR ENTIRE LAWN OR GROUND COVER 18. STORMWATER MANAGEMENT AREA TO HAVE TEMPORARY EROSION CONTROL MEASURES AS REQUIRED BY LOCAL Z CONTAINER,AND REMOVE FROM THE PLANTING PIT, GUIDELINES. LANDSCAPE EDGING AND STAKING-PER PLANS SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5 NOTE: GALLONS FOR SMALLER &NOTES 19. SOD TO BE LOCALLY GROWN MIX FOR COMMERCIAL APPLICATIONS (BLEND OF BLUE, FESCUE, AND RYE GRASS OR FINISH GRADE APPROVED EQUAL. THE CLARITY OF THESE PLANS DEPEND 1" DIA CLEAN RIVER ROCK MULCH AT 3" 1" DIA CLEAN RIVER ROCK MULCH AT 3" UPON COLOR COPIES. IF THIS TEXT DOES DEPTH. SEE NOTES. DEPTH. SEE NOTES. 20. INDICATED QUANTITIES ARE ESTIMATES AND SHOULD BE CONFIRMED BY THE CONTRACTOR/BIDDER. NOT APPEAR IN COLOR, THIS IS NOT AN J BACKFILL PLANTING PIT PER SHRUB PLANTINGkfilh� PLANTING BED-SOIL PREPARATION PER PLANS 21. ALL PLANTS SHALL BE WATERED USING AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. SEE IRRIGATION NOTES. ORIGINAL PLAN SET AND MAY RESULT IN =r 'r SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE &NOTES MISINTERPRETATION. SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED I I 1 FINISH GRADE ,= ,= SUBGRADE-PER PLANS&NOTES THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL IIIIIIIIIIIIIIIIIIIII11I IIIIIIIIIIIIIIIIIIIIIIIIIII11I INC. AND MAY NOT BE USED, COPIED OR DUPLICATED I I1 I1 I I1 I I1 I I1 I I1 I I1 I I1 I1 I I 1 I1 I I I1 I I1 I I I1 I I1 I I1 1I IIIM I—III_1IIM I=III_1IIM I III_1IIM1 I=III_1IIM1 I=III=III= WITHOUT PRIOR WRITTEN CONSENT. EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE I=III=III=III=III=III=1I1=1I1=1 1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I 1I1=1I _ _ 1=III=III=III=III=III=III=III=III III=III=III—III=III=III—III=III—III-III DEPTH OF THE ROOTBALL/CONTAINER MINUS 3 AND I11=I I=III=I I=I I I=III=I I=I I I=1 -1I-111-1I-1I-1I-1I-1I-1I-1I-1I DEPTH OF ��I111- II—III=III=III IIIII11 IIIIIIIII=III=IIIIII=III=III III111=III=IIIIIIIIIIIIIIIIII=III IRRIGATION NOTES PROJECT =11 III III 11 III 1I1 1I1 11 1 1I1 1I A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL III III III III 1111 111 111 1 1 111 111 11 1 111 111 1I1 111 111 111 11 ROOTBALL III=III I 11 III=III=III I I—III I' III=III=III=III=III_— I=I I I=I I I I I=III=III=I I I_I I M 11=III 111M1 _III z =11—1I1=1I „III III III I1=� /CONTAINER I I I TILL ALL PLANTING BEDS TO A I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1 1=1I1=1I1=1I1=1I1=ITI=1I1=1I1=1I1=1I1=1I MINIMUM DEPTH OF 6"THROUGHT —III=III=III=III=1I1=1I1=III=1I III—III=1I1=1I1=III=1I1=1I1=III=1I1=1I ol 1T=111=III=1�1=1�1=1 1=1�1=1�1=i 1=1�1=1�1=1 1=1�1=1�1=1 1=1�1=1�1=1 1=11 1.AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE CONSTRUCTED AS A DESIGN BUILD PROJECT. SUBMIT DESIGN O III1 11III111III1 I111III1 I111III1 I111III1 I111—III C NTAINER DIA ROOTBALL DIA PLACE ROOTBALL ON UNDISTURBED SOIL AND III III III III III III DRAWINGS FOR APPROVAL BY OWNER. ENSURE PLANT IS PLUMB 2.ALL PLANTING BEDS AND TURF AREAS SHALL BE IRRIGATED. ALL IRRIGATION SHALL BE COMPATIBLE WITH LOCAL PRIMROSE Fm 2X CONTAINER DIA 2X ROOTBALL DIA JURISDICTION CODE. IRRIGATION SHALL NOT OVER SPRAY ONTO ADJACENT HARDSCAPE, BUILDINGS, OR ANY OTHER NON-TURF AREAS. SHRUB PLANTING DETAIL A LANDSCAPE EDGING DETAIL 3.PROVIDE ALL IRRIGATION LINE, SPRAY HEADS, SLEEVING UNDER HARDSCAPE, VALVES, WIRING, CONTROLLER, BACK-FLOW SCHOOLS D PREVENTOR, MAIN & LATER PIPES, CENTRAL CONTROL WATER MANAGEMENT SYSTEM, AND ALL OTHER REQUIRED 3 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ACCESSORIES. w 4.CONFIRM POINT(S) OF CONNECTION AND CONTROL BOX LOCATIONS WITH OWNER PRIOR TO DESIGN OF IRRIGATION F SYSTEM. COORDINATE LOCATIONS OF SLEEVING WITH ALL UTILITIES, FOOTINGS, AND ANY OTHER UNDERGROUND PLANT PERIMETER AT SPECIFIED SPACING CONSTRUCTION. MERIDIAN I DAH O UNLESS OTHERWISE NOTED, PLANT UP TO Z EXISTING DRIP LINE OF ADJACENT SHRUBS ISSUE SCHEDULE 0 DATE DESCRIPTION BY EDGE OF PLANTING BED- PER PLANS& + NOTES PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS AND TREES STAGGER SPACING WHERE POSSIBLE 0 EDGE OF STRUCTURE OR PAVING u PLAN ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF REVISION SCHEDULE THE CROWN OF THE PLANT IS SLIGHTLY ABOVE DATE DESCRIPTION BY Fm FINISH GRADE 3" O 1" DIA CLEAN RIVER ROCK MULCH AT 3"DEPTH. SEE NOTES. z CUT AND REMOVE THE ENTIRE CONTAINER AND BED EDGE PER PLANS SCARIFY,AS NECESSARY, ROOTS FOR ALL FINISH GRADE CONTAINERIZED PLANTS 5 GALLONS FOR SMALLER PROJECT NO. 2 1-25440 TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6"AND FILE NAME 25440 C5-PLANTING PLAN 111=III 1I111' BACKFILL PER 11 SPECIFICATIONS,WHEN PROVIDED-IN 11 111 -111�IIIIIIIII II I II I IIII—III 11I11I Y 1 111111 111= I1I AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND DRAWN B TMR 'I-1 I I—III =_ SECTION 1 1111111�11111 11111 11111�11111 11111 11111�1= _ WITH AMENDED PLANTING SOIL FROM A LOCAL DESIGNED BY ARA SOURCE REVIEWED BY RJA Z PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB TITLE PERENNIAL PLANTING DETAIL PLANTING J 5 SCALE: 1" = 1'-0" W SCHEDULE, NOTES, & DETAILS a SHEET C701 00 0 -N E. 21 09 Ow mgz -Z d 310 1 21 E W 0- tH MFop. R 88 '86 < -93 H 8 E tog 8E's Mi M8 8 i 8 3 o 8 8 'z- -.1 OW RH I'� I LU LU U)- LL LU z z11, O 0 > P: LLJ LU LU LU LU U) w LU LLB UTILITY PROVIDERS ; j x0 Meridian : t` ., y ..�. Ry -- _ -- — i' Y ! r s� 1 4 COMPANY CONTACT INFO R W PROJECT ADDRESS / LOCATION : � � . � �� � 1 I '' - - � U WATER AGENCY:MERIDIAN WATER DIVISION ... _ � _ of � -, _. : .. � �� , .• :. _ E Chinden Bled 11 / V� PHONE#208.888.5242 Chlnden LOTS 12 & 13, BLOCK PARAMOUNT _- -B - - -- _ — t , SANITARY AGENCY MERIDIAN WASTEWATER DIVISION `. 'I:i 1 t• I � ; � i -1 � � ��"h -- -_ - ��n��� u_ I � - '- :2- � ,••:�' . ! � �I _ � �.rw- or 1� • }� j ti� : . _ I �'�r�_ __ ,ylowam SQUARE SUBDIVISON, PHONE#208.888.2191 1 I . LYING IN THE SE -, SECTION 25, TAN., Z A AGENCY: INTERMOUNTAIN A COMPANY 4 PHONE#208.377.6840 ' m T' i - R.1 W.) B.M., O ELECTRIC AGENCY: IDAHO POWER MERIDIAN, ADA COUNTY, IDAHO Fm PHONE#208.388.2323Mans 11 ! yawl ww ai w �S _ fir► TELEPHONE AGENCY:CENTURYLINK �-rM� f *• �` - - �� `�YUS.� d V. PHONE#855.263.9576 PROJECT LOCATION IRRIGATION AGENCY:SETTLERS IRRIGATION DISTRICT t �yo PHONE#208.870.4292 Fm l F11 r 11A,. _ ZONING SUMMARY ZONING: C-G:GENERAL RETAIL&SERVICE COMMERCIAL DISTRICT , — — WLM:cMiIRd - u `� �_ Z ., � - I E Mc ills; d lan [.;,_ � � -_A SITE/LOT AREA: 57,130 SQ.FT 11.31 AC. a _ n - - - t _,' r- � IMPERVIOUS AREA: 33,578 SQ.FT/0.77AC. - ► GREENSPACE LEY \ 23,552 SQ. FT/0.54 AC. PROVIDED: W B . .�4 _ -- - Z ` 1� �° er � W - I SIGN REQUIREMENTS z I 1 co 0 -0 E L ,.— - •�' IVI,�°�'� -_- • �" ��a>' - - '.x _`� � AXIMUM HEIGHT. 40-0 umIIIEDEW _ I - I ,!•I r i � _- w+ - Z C FREESTANDING - I ,; -�,. • s^ � � 150 SQ.FT �r.� �M �` . .r{l• , -,` _ _ _ `-- - `- _" .`:�I ' �L�..�.; . """-�"'w'''' :�.�1 SIGN AREA: ' ; ' `, .j ?\ .' ! r it , _:�, �� •e,r �_L I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR 0 20'-0"FROM RIGHT OF WAY OF PERPENDICULAR STREET y °�o�'�,��'� _- •T p � _ -�; r ' — I, �'` �� REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SETBACK: 5 0 FROM ANY REAR OR INTERIOR SIDE PROPERTY LINE SUPERVISION AND THAT I AM A DULY LICENSED TOTAL WALL SIGN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE Z STATE F MINNE TA. < �1 AREA: 150 SQ.FT S O SO r _ {`IVA' >= nn • , u PARKING REQUIREMENTS ' � = � . •• " �- ,�...-., ', E TYPE UNIT/AREA STALLS REQUIRED STALLS PROVIDED DATE LIC. NO. - ` 9'x 19' 1 SPACE 1500 SF 28 36 OF GFA c > s' TOTAL: 28 36 NOTE: - 'PROJECT GENERAL NOTES WHEN A BUMPER OVERHANGS ONTO A SIDEWALK OR LANDSCAPE AREA,THE PARKING THE CLARITY OF THESE PLANS DEPEND STALL DIMENSIONS MAY BE REDUCED TWO(2)FEET IN LENGTH IF TWO(2)FEET IS ADDED UPON COLOR COPIES. IF THIS TEXT DOES 1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT TO THE WIDTH OF THE SIDEWALK OR LANDSCAPED AREA PLANTED IN GROUND COVER. NOT APPEAR IN COLOR, THIS IS NOT AN J ARE NOT LIMITED TO, THE OWNER-CONTRACTOR AGREEMENT, THE PROJECT MANUAL 0 1,500 3,000 ORIGINAL PLAN SET AND MAY RESULT IN (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), SETBACKS MISINTERPRETATION. Lu DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS SCALE IN FEET ISSUED BY THE ARCHITECT/ENGINEER. PARKING BUILDING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, 2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE INC. AND MAY NOT BE USED, COPIED OR DUPLICATED GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND LOCATION MAP FRONTYARD 5' 0' WITHOUT PRIOR WRITTEN CONSENT. a COMPLETE COORDINATION OF ALL WORK. SIDE YARD 5' 0' PROJECT 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY REAR YARD 5' 0' ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. O 4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. PRIMROSE Fm 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING SCHOOLS WITH THE WORK. 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN CIVIL SHEET INDEX � MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. MERIDIAN IDAHO 00 COVER SHEET AVOID GALVANIC CORROSION. 7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO CC100 EXISTING CONDITION ISSUE SCHEDULE O8. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR C300 DEMO PLAN DATE DESCRIPTION BY GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE C400 SITE PLAN 8/27/21 CITY SUBMITTAL#1 ARA u KNOWLEDGE OF I &S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE C500 SITE UTILITY PLAN CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE C600 GRADING PLAN UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY C700 PLANTING AND RESTORATION PLAN ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. C701 PLANTING SCHEDULE, NOTES, & DETAILS O 9. THE CONTRACTOR IS TO CONTACT"DIG LINE, INC " FOR UTILITY LOCATIONS, MINIMUM C800 PHOTOMETRIC PLAN 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION /CONSTRUCTION (811)OR(1-800-342-1585). C810 SITE DETAILS u LEGEND C811 SITE DETAILS REVISION SCHEDULE SPECIFICATIONS REFERENCE C812 SITE DETAILS DATE DESCRIPTION BYFm EXISTING C813 SITE DETAILS O ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS, THE CITY OF PROPOSED C814 SITE DETAILS MERIDIAN REQUIREMENTS, THE IDAHO DOT STANDARD SPECIFICATIONS FOR CITY LIMITS — — UT — — UNDERGROUND TELEPHONE LOT LINE C815 SITE DETAILS CONSTRUCTION, 2018 EDITION, AND CURRENT VERSION OF THE PLUMBING CODE OF SECTION LINE — — UTV — — UNDERGROUND TV — — RIGHT OF WAY C820 FIRE TRUCK ACCESS AND HYDRANT COVERAGE PLAN z IDAHO UNLESS DIRECTED OTHERWISE. — — QUARTER SECTION LINE — — OHL — — OVERHEAD UTILITY — — — — — — — — — — — EASEMENT C900 TEMPORARY EROSION &SEDIMENT CONTROL PLAN RIGHT OF WAY LINE — — UTL — — UNDERGROUND UTILITY CULVERT C901 EROSION &SEDIMENT CONTROL NOTES AND DETAILS >= PROJECT DATUM _ - PROPERTY/LOTLINE — — FBO — — UNDERGROUND FIBER OPTIC STORM SEWER PROJECT NO. 21-25440 EASEMENT LINE 990 CONTOUR(MAJOR) STORM SEWER(PIPE WIDTH) FILE NAME 25440 CO-SITE DATA A 0 HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM ACCESS CONTROL 989 CONTOUR(MINOR) SANITARY SEWER DRAWN BY TMR OF 1983 (NAD83), ON THE ADA COUNTY GIS COORDINATE SYSTEM, IN U.S. SURVEY FEET. —— W—— WATER EDGE 0DECIDUOUS TREE SANITARY SEWER(PIPE WIDTH) ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF — WET— — WETLAND BOUNDARY WATER DESIGNED BY ARA — 1988 (NAVD 88). al,, �11 al,, �11 1, CONIFEROUS TREE REVIEWED BY RJA RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES — — - WETLAND/MARSH G GAS FOR THIS PROJECT. —x x x x FENCE LINE TREE LINE OE OVERHEAD ELECTRIC — — << — — CULVERT 0 MANHOLE/STRUCTURE UE UNDERGROUND ELECTRIC TITLE — — << — — STORM SEWER E::] CATCH BASIN UTV UNDERGROUND TV TOPOGRAPHIC SURVEY - - < - - SANITARY SEWER -6- HYDRANT 1015 CONTOUR J — — <1I — — SANITARY SEWER FORCEMAIN DQ VALVE MANHOLE THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN JULY 2021 BY — — I — — WATER ® CURB STOP CATCH BASIN uj COVER SHEET TEALEY'S LAND SURVEYING. — — G — — GAS 0 POWER POLE HYDRANT — — OE — — OVERHEAD ELECTRIC ❑ UTILITY PEDESTAL/CABINET N VALVE — — UE — — UNDERGROUND ELECTRIC om SHEET cl 00 z I I BRIGHTON DEVELOPMENT INC. O KESLER PARAMOUNT SQUARE LLC LOT 6 I LOT 5 Fm PARCELL 11 1 35'CROSS ACCESS, UTILITY, 1 I I I SEWER AND WATER EASEMENT c SPECIAL EXCEPTION NO. 16 AND 18 -------------------------- ----- ----------------------------------------------------------------------- ------------- EIGHT li 202, EXISTING 2"GAS LINE 11 Fm S 89° 36'40" E 202.00" PROPERTY LINE TYP I � 'SBB rill, -� _--- 25si O vm I Lu of u 1 � I (rill, ,zl � I I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O w % I I \ I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT Z w l I I SUPERVISION AND THAT I AM A DULY LICENSED � _ o II 4858 N. ELSINORE AVE. w I I i 4"SANITARY SERVICE STATE OF MI,NNESOTA,AL EER UNDER THE LAWS OF THE I � — — LOT 12 MR AUTO REALTY LLC t o I I i / 1 LOT 11 >= z I cI / 1 I 10'PUBLIC UTILITIES CITY OF MERIDIAN STREET l \ I I II LIGHT, HOMEOWNER'S ASSOCIATION PRESSURIZED / l I DATE LIC. NO. co IRRIGATION AND LOT DRAINAGE EASEMENT } I � i o i I i SPECIAL EXCEPTION NO. 18 / / z¢v Of o I I I I NOTE: `"I co I o I 1 THE CLARITY OF THESE PLANS DEPEND z I o ��`� N I / I UPON COLOR COPIES. IF THIS TEXT DOES N I � NOT APPEAR IN COLOR, THIS IS NOT AN w ORIGINAL PLAN SET AND MAY RESULT IN 1 I I M I BLOCK 2 I I MISINTERPRETATION. W oo i PARAMOUNT SQUARE SUBD. I TRASH ENCLOSURE - o i I f THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, I I Z INC. AND MAY NOT BE USED, COPIED OR DUPLICATED 25Ba' I WITHOUT PRIOR WRITTEN CONSENT. a N I 1 PROJECT J PARCEL I \ I 57,130 SQ FT I ' I O �4"SANITARY SERVICE 1 .31 AC. �' I 0 c � j PRIMROSE Fm co I EXISTING 2"GAS LINE 1 _ I N SCHOOLS I Fm 10'LANDSCAPE EASEMENT m I MERIDIAN I D A H O i SPECIAL EXCEPTION NO. 18 AND 20 / 4818 N. E LS I N O R E AVE. I z ZLOT 13 cwn BRIGHTON DEVELOPMENT INC. ISSUE SCHEDULE LOT 14 DATE DESCRIPTION BY O oum O I ' I -- - t REVISION SCHEDULE 10'PUBLIC UTILITIES, CITY OF MERIDIAN STREET --2589 �I � DATE DESCRIPTION BY LIGHT, HOMEOWNER'S ASSOCIATION PRESSURIZED _ IRRIGATIONFm XCEPTION NO. EASEMENT � I O 2590 SPECIAL z2591 o __ S _ - - IR- - O - - IR- -�-�IR- IR- -- - � -- - iR ------ 2590 -- -- --------- -----------------------�- I � PROJECT NO. 21-25440 >= BENCH MARK �/ CHISELED +" IN 1 -- -------------------------------------------------- ______________ _ FILE NAME 25440 C2-EXISTING _ DRAWN BY TMR - � CONCRETE SIDEWALK 1 ��� —_ _ -`- DESIGNED BY ARA - 9 ELEVATION = 2588.33 I _ N 89° 27'26°W 144.92' _ _ - - - UT - - - - - UT - - - - U i - - _��T UT - UT - -!-BUT - REVIEWED BY RJA - - - - - - - - - UT - - 2588- - - - - - - G - - - - - G - - - �G G - - -I G - I EXISTING 4"GAS LINE — I 144.92' 36.23' TITLE -� - 2589- - - - I - - - - - , - - - - - , — , - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - -Al--18 EXISTING 12"WATERMAIN .75'LANDSCAPE EASEMENT WES l MCM/LL/AN ROAD SPECIAL EXCEPTION NO. 18 AND 20 EXISTING W 232.00' , _ _ _ _ CONDITION w S 89 27 26 E 2681.98 om BASIS OF BEARING WEST MCMILLAN ROAD (PUBLIC RIW VARIES) 0 20 40 SHEET SCALE IN FEET C200 REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT I0 I I \ \� REMOVE CONCRETE WALK vFm � I I II REMOVE DECIDUOUS TREE c: I (CLEAR AND GRUB) -----------------fit--___--_---_ EIGHT OCv ------------------------------------------------- I I FT —I — G xt\ REMOVE CONIFEROUS TREE F(CLEAR AND GRUB) CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION REMOVE WATER SERVICE BACK TO MAIN REMOVE BITUMINOUS PAVEMENT � AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH O \� SAWCUT AND SECTION REMOVAL.1 se8 u —=-------- 25a1 I li I I� u I F v I i I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REMOVE SANITARY SERVICE I I ; I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT O BACK TO MAIN I o I SUPERVISION AND THAT IA I / PROFESSIONAL EER UNDER THE LAWS OF THE z � STATENNESOTA, — i I DATE LIC. NO. ° I I I \ I EXISTING CONTOUR,TYP NOTE: q I THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN J ORIGINAL PLAN SET AND MAY RESULT IN \ I II I / I MISINTERPRETATION. W THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, / INC. AND MAY NOT BE USED, COPIED OR DUPLICATED — �-�— I;— — � �26�0 � WITHOUT PRIOR WRITTEN CONSENT. PROJECT J_ \ L I Z O REMOVE CURB AND 2' PRIMROSE Fm OF BITUMINOUS,TYP I II I 11 i v I l — — t G — — - - G - - IIG — REMOVE CONCRETE WALK ` I_� SCHOOLS I I MERIDIAN IDAHO REMOVE TREE,TYP I Z ISSUE SCHEDULE DATE DESCRIPTION BY O l� I ' I O LL I i 2589— I REVISION SCHEDULE Fm REMOVE TREE,TYP I — DATE DESCRIPTION BY 2590— 0 —2591 —% O IR— IR— — O — — IR IR— — R-- ---- -----=2590 — --- --------- ----------------------- IR- - - - IR— PROJECT NO. 21-25440 / i -- ------------------------------------- FILE NAME 25440 C2-DEMO — � I —2589— —_—_— --_-- ----- DRAWN BY TMR — — — — — DESIGNED BY ARA — UT - - - - - U - - - - - UT - - - - - - - - UT - - UT --- -�— T - - - - - UT - - - - UT - - - - - UT �!---UT��- - - UT - - - - - UT REVIEWED BY RJA 2588- - - G — — — — — G — — — — — G - - - - G - - - - - G - - - - - G — - - - G - - - - - G - - - - G - - - - - G — — — — — — — — — G — — — — — G - - - - 7G — G — - - G - - 10'PUBLIC UTILITIES,CITY OF MERIDIAN STREET - LIGHT,HOMEOWNER'S ASSOCIATION PRESSURIZED 18.75'LANDSCAPE EASEMENT IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18AND 20 TITLE SPECIAL EXCEPTION NO.18 — 2589- - - - I - - - - - , - - - - - , - - - — , - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - J WEST MCM/LL/A/V ROAD © W DEMO PLAN 0 20 40 SHEET SCALE IN FEET C300 PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT z O HEAVY DUTY BITUMINOUS PAVEMENT Fm HEAVY DUTY CONCRETE PAVEMENT -7 ----------- --------------------------------------------- ®------------ CONCRETE WALK EIGHT Fm PARKING SETBACK(TYP) 0 TURNDOWN CONCRETE WALK O R10' R6' _ -__---_---- REVERSE PITCH CONCRETE u 25' TRASH ENCLOSURE 'FENCE,TYPE CURB AND GUTTER I + R3' III pP x O R3' N Y AREA um 3 5 SQ. FT. Fm x � x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O REPORT WAS PREPARED BY ME OR UNDER MY DIRECT TURNDOWN x; SUPERVISION AND THAT I AM A DULY LICENSED o CONCRETE WALK,TYP x x PROFESSIONAL ENGINEER UNDER THE LAWS OF THE 8� I STATE OF MINNESOTA. x� x l iSTANDARD BITUMINOUS PAVEMENT,TYP x DATE LIC. NO. o I 4"WIDE SOLID STALL z STRIPING,TYP a NOTE: Lu LL x THE CLARITY OF THESE PLANS DEPEND Q - UPON COLOR COPIES. IF THIS TEXT DOES 17' (n I NOT APPEAR IN COLOR, THIS IS NOT AN x x ORIGINAL PLAN SET AND MAY RESULT IN a � I W JL MISINTERPRETATION. o I R3' x a N THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, PROPOSED BUILDING INC. AND MAY NOT BE WITHOUT PRO WRITTEN USED, COPIED OR DUPLICATED 13,535 SQ. FT. _ _ O am 4.78' �, R3 I FFE = 2588.25 - PROJECT + i I RZ I I W Z 3 TAPER,TYP + + CONCRETE WALK,TYP O R10' 4-79 28 R6' 25 x 5' 16.5' x PRIMROSE Fm -1 u x R8' SCHOOLS R10' x 0� i ADA STRIPING,TYP�C�"� - F I +- i (n MERIDIAN IDAHO R2'W z I� � ISSUE SCHEDULE DATE DESCRIPTION BY O I� 17' 25' 17' 7' 5' u Z I ® PL AY AREA x C j 5 11 31769 SQ. FT. O W ® x u R3 R3 REVISION SCHEDULE DATE DESCRIPTION BY Fm + x x x Q ® PRIMROSE 9 67 I L —x j O MONUMENT SIGN x x x- RETAINING WALL ® Z ------------------ ---- ---------® ---- -----------/ -------- IPROJECT NO. 21-25440 / ------------------------- ------- -- ----- DRAWN BY TMR — RIW 0 DESIGNED BY ARA El N REVIEWED BY RJA Z 10'PUBLIC UTILITIES,CITY OF MERIDIAN STREET - LIGHT,HOMEOWNER'S ASSOCIATION PRESSURIZED 18.75'LANDSCAPE EASEMENT IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18AND 20 TITLE ® SPECIAL EXCEPTION NO.18 J WEST MCM/LL/AN ROAD © W SITE PLAN 0 20 40 SHEET SCALE IN FEET C400 STORM DRAIN STRUCTURE SCHEDULE STRUCTURE STRUCTURE STRUCTURE STRUCTURE PAY HEIGHT *TOP OF CASTING INVERT OUTLET NO. TYPE SIZE(IN) MATERIAL CASTING (LN FT) ELEVATION ELEVATION PIPE ST-1 TYPE 1 480 RC NEEHAH R-3067 TYPE V GRATE 5.12 2586.25 2581.13 P-1 ST-1A TYPE 1 480 RC NEENAH R-3067 TYPE V GRATE 4.06 2586.81 2582.75 P-1A z ST-2 4020 480 RC NEEHAH R-2573 TYPE C GRATE 4.27 2587.13 2582.86 P-2 0 ST-2A TYPE 1 480 RC NEEHAH R-3067 TYPE V GRATE 4.00 2586.93 2582.93 P-2A v I I ST-3 4020 480 RC NEEHAH R-2573 TYPE C GRATE 4.17 2588.47 2584.31 P-3 FM I 1 I I ST4 INLINE DRAIN 80 PVC INLET GRATE 2.46 2587.22 2584.76 P-4 u I I I I ST-5 INLINE DRAIN 80 PVC INLET GRATE 1.95 2587.22 2585.28 P-5 1 ST-6 INLINE DRAIN 80 PVC INLET GRATE 2.00 2587.67 2585.67 P-6 1-T G - - - - - G - - - - - G - - - - - G - - - - - G - - - - - G - - - - - G - - - - = G - - -I - - G - - - ST-7 TYP 480 RC NEEHAHR-3067TYPEVGRATE 4.00 2587.25 2583.25 P-7 EIGHT II FM ST-1A ST-2A PARKING SETBACK(TYP) I v I R=2586.81 R=2586.93 1 0 1=2582.75(12")P-1A 1=2582.93(12")P-2A - P-2A(12") STORM DRAIN PIPE SCHEDULE u 1 I « • - « << - << PIPE DRAIN INLET DRAIN OUTLET PIPE PIPE PIPE PIPE I I c i LL -x 7 x x -x x x x x I NO. FROM ELEVATION TO ELEVATION SIZE (IN) MATERIAL CLASS GRADE LENGTH (FT) v �\ I I ST-1 � I d p 21�5"1 a x x R-258ST-1 ST-2 " I ST-3 P-1 ST-1 2581.13 2581.00 15 RCP RCP 3.81% 3 0 = _ R=2588.47 12581.23(15 )P 2 P-1 15" R=2587.13 I I I 1=2584.41 8" P-4 0 u 1 ( ) I-2582.90 ( ) P 1A ST 1A 2582.75 ST 1 2582.23 12 RCP 5 2.22/0 23 I 1 -1=2582.23(12 )P 1A - (15 )P 3 x 1=2584.31 (15")P-3 1 1=2581.13(15")P-1 I I 1=2582.90(12 )P 2A I P-2 ST-2 2582.80 ST-1 2581.23 15 RCP 5 2.89% 54 1=2582.80(15")P-2 v I 1 c P-2A ST-2A 2582.93 ST-2 2582.90 12 RCP 5 0.60% 5 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O I I I I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT '�f °° I P-3 ST-3 2584.31 ST-2 2582.90 15 RCP 5 1.04% 135 SUPERVISION AND THAT I AM A DULY LICENSED o x a I PROFESSIONAL ENGINEER UNDER THE LAWS OF THE Z Of P-4 ST-4 2584.76 ST-3 2584.41 8 PERF.PVC SDR-35 0.50% 72 STATE OF MINNESOTA. x x I L � 1 I 6"ROOF DRAIN,TYP I P-5 ST-5 2585.28 ST-4 2584.86 8 PERF.PVC SDR-35 0.50% 83 I I I UNDERGROUND STORAGE P-6 ST-6 2585.67 ST-5 2585.38 8 PERF.PVC SDR-35 0.50% 59 1 i SYSTEM(SEE C814 FOR DETAILS) x x I P-7 ST-7 2583.25 2581.00 12 RCP 5 1.67% 135 I I I I DATE LIC. NO. I I I ST-4 o R=2587.22 Z I 1 1=2584.86(8")P-5 v 1 I I I I 1=2584.76(8")P-4 NOTE: I I 11 - I I THE CLARITY OF THESE PLANS DEPEND I I UPON COLOR COPIES. IF THIS TEXT DOES BUILDING I SANITARY SEWER PIPE SCHEDULE J I I I 1 CO-1 INV-2583.00 �_ NOT APPEAR IN COLOR, THIS IS NOT AN 1 I I INV-2582.73 I x x n I ORIGINAL PLAN SET AND MAY RESULT IN I II I I I PIPE DRAIN INLET DRAIN OUTLET PIPE W MATERIAL PIPE PIPE PIPE MISINTERPRETATION. I - o N0. FROM ELEVATION TO ELEVATION SIZE CLASS GRADE LENGTH (FT)CONNECT TO EXISTING x x UP THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, I h_ UP WATER SERVICE PROPOSED BUILDING 1 P-1 2583.00 ST-75 2582.73 6" PVC SDR-35 2.70% 10 INC. AND MAY NOT BE USED, COPIED OR DUPLICATED I _ WITHOUT PRIOR WRITTEN CONSENT. am - - P-1 (6 )- 13,535 SQ. FT. x _ Fp 2 FST-75 2582.73 2580.95 6" PVC SDR-35 2.83% 63 1 w I FFE = 2588.25 - PROJECT IRRIGATION SERVICE Q i CONNECTION,TYP 0 1m L i x PRIMROSE FM I P-7 12" � I ( ) FDC LOCATION u I EXISTING SANITARY STRUCTURE II x INV.-2580.95 8"WATER SERVICE I ST-5 R=2587.22 SCHOOLS X LK 1=2585.38(8")P-6 I m i I PROPOSED FIRE 1=2585.28(8")P-5 I i 1 - HYDRANT i 6"FIRE DEPARTMENT I MERIDIAN IDAHO SUPPRESSION SERVICE a I Z W GAS SERVICE DATE ISSUEDESCRIPTION BY 2"WATER SERVICE 0 I ST-7 I I R=2587.25 x ELECTRIC SERVICE u 1 1=2583.25(12")P-7 n 1 „ - n x I UE UE UE UE UE U UE x I ELECTRICAL 5 G I ST-6 TRANSFORMER R=2587.67 LL x 1=2585.67(8")P-6 ® REVISION SCHEDULE DATE DESCRIPTION BY x x x r 0 x x- x- Z 4 ° o _ IR - - IR - - - - IR - - - - IR- - O - - / IR- - PROJECT NO. 21-25440 - -I IR-\ \ IRj�\ ------------------------ _- ------------- ---------------- --_---_- FILE NAME 25440 C3-SITE -- ----- DRAWN BY TMR R/W DESIGNED BY ARA - - - UT - - - - - �_- - - - - UT - =� UT - - - - REVIEWED BY RJA - UT - - - - - UT - - - - T - - - - - UT - - - - UT - - - �L�UT�� - - UT - - - - - LED - - - - - UT - - - - G - - - - - G - - - - - G - - G - - - - - G - - - - - G - - - - - G - - - - - G - - - - G - - - - - G - - - - - - - - - G - - - - - G - - - - - G- 1 10'PUBLIC UTILITIES,CITY OF MERIDIAN STREET 18.75'LANDSCAPE EASEMENT �C' - G G LIGHT,HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18AND 20 TITLE tch SPECIAL EXCEPTION NO.18 - - - I - - - - - , - - - - - , - - - - , - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - J WEST MCM/LL/A/V ROAD © W SITE UTILITY PLAN 0 20 40 SHEET SCALE IN FEET clsoo GRADING LEGEND 101 - EXISTING CONTOUR(MINOR INTERVAL) —100— EXISTING CONTOUR(MAJOR INTERVAL) Z O 101 PROPOSED CONTOUR(MINOR INTERVAL) v I Fm II 100 PROPOSED CONTOUR(MAJOR INTERVAL) - --------------------- ----------------------------------------------- ------------ PROPOSED SPOT ELEVATION EIGHT II — — - - - - - - - - - - - - - - - - - - - - - - I I � � GFm I PROPOSED TOP BACK OF CURB SPOT ELEVATION ST-1 A ST-2A � use I 2s — PARKING SETBACK(TYP) I -X.X/o �qr s I R=2586.81 �,9T sQs R=2586.93 o \ I 1 SURFACE GRADE I DIRECTION O I ass 6 °o G� ST 2 �,o p� R=2587.13 69 °oo N 2S8j �5a�o°Po`C 2 I 1h�ohP�op�1° I ti �h0°�h � �'ti5` ti5 11 �2587 0 < 1 2588 x_ 0 -X X S GENERAL GRADING NOTES2587.13 X X �I V ti�P ��1b ?586,, tih� 2586.84i tiy�1�h ti`'o 0 0 9^ ti`o� x ST-3 PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD I o� > 5a, ?58 / %L' r\o,° 2 x R=2588.47 DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN,GRADE O 2S 25a6g1 ;�. I �6,° 2588 0 I AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. I co � �o� Lim ST-1 581°$ s8j68 x R=2586.25 ti tih tih 9> F v I 1 I 25aa�� xf I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR I I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT O I I o I `� `' ti5��1y I SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE z o 2� STATE OF MINNESOTA. �Hl' x ti���� I I �q>��e� x � I � 1■1� DATE LIC. NO. I c R=2587.22 I� o I z v I I I N % I NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES IOf NOT APPEAR IN COLOR, THIS IS NOT AN J x I o I ORIGINAL PLAN SET AND MAY RESULT IN V / I I o 2s ? I o I MISINTERPRETATION. W 0 THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, 2587.84 �S� PR POSED UILDING ^� INC. AND MAY NOT BE USED, COPIED OR DUPLICATED e I �- — I — 2587.84 8°� h�0 2y00 `�O WITHOUT PRIOR WRITTEN CONSENT. a �s8, �� a1a6 13,535 Q. FT. _ 2588.01 9T FFE� 88.25 — — — PROJECT In \. 58 � I z 2 2 l 2561,3° 587.48 I Lco c) 2 N O ya15a a 25a��a S8jY9 I II o PRIMROSE Fm o� x I oo I ? 1 1 N I s �' 1 ,gs���>s �h�1t�5�19an 1 �h��'� ?s��°� � z��a/12 SCHOOLS x fi I � � oc ST-5 R=2587.22 616a a 5�rx 0 2587.42 � o cl) oo -1.5% / x \ 2587.42 2Mp(�N�1°�V� h01� I �—v o MERIDIAN IDAHO P / I a� I I �� 0��� 25a3 56 2 2S8j39 1 ISSUE SCHEDULE O E sB�,2 I I DATE DESCRIPTION BY ° e��1 -1.5% � 0000 ��tih �s°° 2sae? Q I I I �V (ST-7 R=2587.25 tiho° —_x 2=R 0 I rn UE UE �o �s�' � ® ?ss�,Q 7 / x 587.67 uji1 O G 2588 r--0.8% LL 4B.O.W.=2588.97 T.O.W=2591.00 REVISION SCHEDULE -0.7% 2589— F o o� 256 ° 82s o000 I o e o DATE DESCRIPTION BY � °a� �`3 I° 2S88 0iyI `740 258Ig� 9jo�p 13 J ti� O o� O�' X gyp. �s 2590 — � —2591 � °° — --�IR� — IR— — R 0 a `' ------------ —�---2590 - - ----------------------- PROJECT NO. 21-2rJ440 IR- - - IR— N \ --- ------ ------------------------------------ ------------- ---------------- FILE NAME 25440 C4-GRADE I — =2589 _-__ DESIGNED BY ARA - - - - _ _ — — REVIEWED BY RJA Z — UT - - - - - � - - - - - UT - - - - - - - - UT - - UT - - - - T - - - - - UT - - — UT - - - ���-�UT��- - - UT - - - - - � UT 2588- - - - - - - - - - G - - - - - G - - - - - G - - G - - - - - G - - - - - G — - - - G - - - - - G - - - - G - - - - - G — — — — — — — — — G — — — — — G - - - - 7G G - -_- - - G 10'PUBLIC UTILITIES,CITY OF MERIDIAN STREET 18.75'LANDSCAPE EASEMENT LIGHT,HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18AND 20 TITLE SPECIAL EXCEPTION NO.18 — 2589- - - - I - - - - - , - - - - - , - - - — , - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - J WEST MCM/LL/A/V ROAD © W GRADING PLAN 0 20 40 SHEET SCALE IN FEET C600 PLANT SCHEDULE DECIDUOUS ORNAMENTAL QTY BOTANICAL/COMMON NAME SIZE ROOT TREES AG 5 AMELANCHIER X GRAND IFLORA'AUTUMN 2" CAL B & B BRILLIANCE' z AUTUMN BRILLIANCE APPLE SERVICEBERRY O DECIDUOUS TREES QTY BOTANICAL/COMMON NAME SIZE ROOT v I PA 4 PLATANUS X ACERIFOLIA 2" CAL B & B II I I LONDON PLANE TREE I I EVERGREEN TREES QTY BOTANICAL/COMMON NAME SIZE ROOT n/ FT - - - - - - - - - - - - - - - - G - I't------------- PS 5 PINUS PONDEROSA SCOPULORUM 6 HT MIN B & B EIGHT I ROCKY MOUNTAIN PONDEROSA PINE Fm j IIU) PARKING SETBACK(nP) I DECIDUOUS SHRUBS QTY BOTANICAL/COMMON NAME SIZE ROOT v I 0 ' _ � PW 13 PHILADELPHUS LEWISII 2 GAL CONT O I I I I I �sBB WILD MOCKORANGE =-------- RG 26 RHUS AROMATICA'GRO-LOW' 2 GAL CONT u I ------------- ----------------- -- - (6) RG 41 - - y - GRO-LOW FRAGRANT SUMAC • °•m,l.. •+Low• ••J �•� �'G W G4 Jr ly W JL W Jr Jr /`Y (4)vC .� c: �,,. • (2) PW<< to•° 25a� 4 I 1.` V ( ) PA W °Y (3' W / PERENNIALS QTY BOTANICAL/COMMON NAME SIZE ROOT O •F I W y y I 1 FS 17 FESTUCA X'SISKIYOU BLUE' 1 GAL CONT u •t•' X W W Of SISKIYOU BLUE FESCUE 1 i W W W I HT 53 HYLOTELEPHIUM TELEPHIUM 'MATRONA' 1 GAL CONT F v I I MATRONA STONECROP I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O REPORT WAS PREPARED BY ME OR UNDER MY DIRECT ) PS • • I x f W W I YC 7 YUCCA FILAMENTOSA COLOR GUARD 1 GAL CONT SUPERVISION AND THAT I AM A DULY LICENSED o X I COLOR GUARD ADAM S NEEDLE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE Z °•%\ O W W � STATE OF MINNESOTA. I I .•.�� I 8 I x �' I GROUND COVERS QTY BOTANICAL/COMMON NAME SIZE ROOT IW x / W W I RM4 2,805 SF ROCK MULCH MULCH N/A W • I 1" DIAMETER RIVER ROCK AT 3" DEPTH DATE LIC. NO. / W WIC — < TS 4,264 SF TURF SOD SOD SOD ° ;•;• / W I DROUGHT TOLERANT FESCUE BLEND v I ``� NOTE: THE CLARITY OF THESE PLANS DEPEND 'Ni I / W W I UPON COLOR COPIES. IF THIS TEXT DOES •�• Wof NOT APPEAR IN COLOR, THIS IS NOT AN J /I •°• I x I / �W I ORIGINAL PLAN SET AND MAY RESULT IN I W WI W I CODE REQUIREMENTS MISINTERPRETATION. W O TII i x W I THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, I� :• - (17) HT oo::pg : PRQPOSED W INC. AND MAY NOT BE USED, COPIED OR DUPLICATED IW UILDING 25aa VEGETATION: WITHOUT PRIOR WRITTEN CONSENT. a (1�AG 13,53�5 S2$8Q. FT. _ FFE - 8.25 — — — 1. VEGETATION COVERAGE: REQUIRED LANDSCAPE AREAS SHALL BE AT LEAST 70% COVERED WITH VEGETATION AT PROJECT J IW I i \ MATURITY, WITH MULCH USED UNDER AND AROUND THE PLANTS. z I W PARKING: O m •° L I x \ W W J I 2. REQUIREMENT: PROVIDE A FIVE-FOOT WIDE MINIMUM LANDSCAPE BUFFER ADJACENT TO PARKING, LOADING, OR (1) PA \ �,/ I I I 1 OTHER PAVED VEHICULAR USE AREAS, INCLUDING DRIVEWAYS, VEHICLE SALES AREAS, TRUCK PARKING AREAS, BUS PRIMROSE Fm (1)YC CJ W W I PARKING AREAS, AND VEHICLE STORAGE AREAS u x I 2.1. WITHIN THIS BUFFER, THERE SHALL BE ONE TREE PLANTED PER EVERY 35 LINEAR FEET ALONG WITH W W NECESSARY LAWN, SHRUBS, OR OTHER VEGETATIVE COVER SCHOOLS I W G - - - - G - - 4 - W W 2.2. 327'/35 = 10 TREES m •,'.' •.,y,,. x (4) RG +° ,,,,y I 3. WITHIN THE PARKING LOT, EACH INTERIOR PLANTER THAT SERVES A SINGLE ROW OF PARKING SPACES SHALL BE H v/ f ::�£: I LANDSCAPED WITH AT LEAST ONE TREE AND COVERED WITH APPROPRIATE LOW VEGETATION. YC • 3.1. REQUIREMENT BASED ON LAYOUT= 5 TREES I MERIDIAN IDAHO cn / W W 4. 15 TREES TOTAL REQUIRED FOR PARKING W I ( ) RG W Q ISSUE SCHEDULE J DATE DESCRIPTION BY O n• T BUFFER: �Q z \ Z� W 7I- 5. APPLICABILITY: LANDSCAPE BUFFERS SHALL BE REQUIRED ALONG STREETS IN ALL LOCATIONS, EXCEPT FOR LOCAL ) PS- STREETS ADJACENT TO SINGLE-FAMILY RESIDENTIAL, DUPLEX, AND TOWNHOUSE PROPERTIES. I Z ; uE uE I Irm I 1 5.1. THE LANDSCAPE BUFFER IS REQUIRED FOR THIS DISTRICT ON ANY PARCEL SHARING A CONTIGUOUS LINE WITH G G �V *-p v v - / ao A RESIDENTIAL LAND USE. O Q;oo 5.2. BARRIER EFFECTIVENESS: THE REQUIRED BUFFER AREA SHALL RESULT IN A BARRIER THAT ALLOWS TREES TOum _ ® TOUCH AT THE TIME OF THE TREE MATURITY W _ E —2589- 5.3. RELATIONSHIP TO PARKING LOT PERIM REQUIREMENTS: ALL BUFFERS BETWEEN DIFFERENT LAND USES MAY REVISION SCHEDULE DATE DESCRIPTION BY Fm x Z W - INCLUDE ANY REQUIRED PERIMETER PARKING LOT LANDSCAPE BUFFERS } ••+ • 5.4. BUFFER IS SATISFIED BY THE 9 EXISTING TREES ON THE WESTERN AND SOUTHERN ENDS OF THE SITE AND THE 0 (5) PW I (3) Fs" (14) FS- " " PARKING PERIMETER PLANTING STRIP NO ADDITIONAL TREES NEEDED. (1 ) RG (�) PA (3)AG (20) HT — -- -2591 —1 i ��� 0 IR— _ — — IR— — —� — --�IR� IR— - - 2590 IR- - - - IR - PROJECT NO. 21-25440 / — -� \ -- ------------------------------------- ------------- ---------------- FILE NAME 25440 C5-PLANTING PLAN DRAWN BY TMR I Pjvv- =2589-- � - DESIGNED BY ARA - - - - _ _ - REVIEWED BY RJA Z — UT - - - - - 4 - - - - - UT - - - - - - - - UT - - UT 7- T - - - - - UT - - — UT - - - ���UT��- - - UT - - - - - UT 2588- - - - - - - - - - G - - - - - G - - - - - G - - G - - - - - G - - - - - G - - - - G - - - - - G - - - - G - - - - - G - - - - - - - - - G - - - - - G - - - - 7G G - -_- - - G - -_ 10'PUBLIC UTILITIES,CITY OF MERIDIAN STREET 18.75'LANDSCAPE EASEMENT LIGHT,HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18 AND 20 TITLE SPECIAL EXCEPTION NO.18 2589- - - - I - - - - - , - - - - - , - - - — , - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - PLANTING AND WEST MCM/LL/A/V ROAD © W RESTORATION PLAN a 0 20 40 SHEET SCALE IN FEET C700 *NOTE.-DO NOT NEVER CUT PRIMARY LEADER STAKE TREES PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS GENERAL PLANTING NOTES UNLESS INDICATED. AND BRANCHES IMMEDIATELY AFTER PLANTING- *NOTE.-DO NOT NEVER CUT PRIMARY LEADER ALL PRUNING CUTS CLEAN AT 90 DEGREES STAKE TREES PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS 1. COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF TIE NYLON STRAPPING AROUND TRUNK AS SHOWN UNLESS INDICATED. AND BRANCHES IMMEDIATELY AFTER PLANTING-ALL PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY ° 112"WIDE NYLON STRAPPING-COLOR TO BE PRUNING CUTS CLEAN AT 90 DEGREES DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. APPROVED BY LANDSCAPE ARCHITECT TIE NYLON STRAP AROUND TRUNK AS SHOWN 2. SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" !�I_ =�� L 1/2 WIDE NYLON STRAPPING-COLOR TO BE 3. ALL LANDSCAPE WORK SHALL CONFORM TO LOCAL AND STATE GUIDELINES AND REQUIREMENTS. 0 DOUBLE SHREDDED HARDWOOD MULCH (NATURAL TREES 8'+ TREES 6'-8' APPROVED BY LANDSCAPE ARCHITECT STAK/NG D/AGRAM �'d v 4. REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS COLOR)AT 3„ DEPTH. IF LOCATED IN PLANTING BED STAKING DIA GRAM, — TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" PRIOR TO BACKFILLING WITH PLANTING MIX. USE ROCK MULCH PER NOTES. NO STAK/NG TREES DOUBLE SHREDDED HARDWOOD MULCH (NATURAL >_, _ � � COLOR AT 3" DEPTH. IF LOCATED IN PLANTING BED 5. LAWN AREAS SHALL HAVE 4" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BE COMPACTED TO 85% MAXIMUM DENSITY ORANGE CAUTION UNDER 6' ii it i AT OPTIMUM MOISTURE CONTENT. MARKERS CUT AND REMOVE AT MINIMUM THE TOP HALF OF USE ROCK MULCH PER NOTES. � 6. REFER TO PLANTING DETAILS PLAN FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. #4 REBAR, 18" LONG WIRE BASKETS, BURLAP AND/OR TWINE AND '! JEIGHT DRIVE TOP STAKE REMOVE FROM THE PLANTING PIT. AVOID CUTTING CUT AND REMOVE AT MINIMUM THE TOP HALF OF 7. FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS �I WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. BELOW GRADE OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED � ��� � J ,OR BROKEN DURING PLANTING SHOULD BE CUT t - FROM THE PLANTING PIT. AVOID CUTTING OR 8. ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. FM FINISH GRADE CLEAN AT 90 DEGREES ��, � � , � ��l -� SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR 9. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF BACKFILL PLANTING PIT PER TREE PLANTING == BROKEN DURING PLANTING SHOULD BE CUT CLEAN PLANTS IN THE SCHEDULE THE PLANTING PLAN SHALL GOVERN. U) AT 90 DEGREES z SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE � i c 10. OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. CONTRACTOR'S UNIT BID PRICES I I I I I I I I I III-1 I I-1 I I III1 1 11 I III—_= � -1 -III-1I I- 1=1I1=1I II—III_ SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED BACKFILL PLANTING PIT PER TREE PLANTING SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. O ° SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE DEPTH OF =11 I III I1 I-1I I-1I I III-1I I- TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL — — _ =1 I= 1=III—III 1=1 =1 1-� 1=1 =11 T — SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED 11. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, ROOTBALL -III—III I I1=1I I— EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF -III—III I III III I11I 1I1=1 —ITI—ITI 1=1I=1I II-III= TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL HEIGHT BRANCHING HABIT FLOWER LEAF COLOR FRUIT AND CULTURE AND ONLY AFTER WRITTEN APPROVAL OF —III II=III= =1I1=1 1=III=1 "DEPTH OF THE ROOTBALL MINUS 3 AND A MINIMUM ROOTBALL —III—III 1I II�IIIII III—III TI—III ITI_li' 11IIIII = =_ THE OWNER'S REPRESENTATIVE AND OWNER. TWICE THE DIAMETER OF THE ROOTBALL =1I1I III III—III_ EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3"AND A MINIMUM 12. ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK(A.N.S.I.), LATEST EDITION PLACE ROOTBALL ON UNDISTURBED SOIL AND TWICE THE DIAMETER OF THE ROOTBALL PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS 10, ROOTBALL DIA ENSURE TRUNK OF TREES IS PLUMB ROOTBALL DIA O ol OF THE SPECIES LISTED MAYBE USED IF THE STOCK CONFORMS TO A.N.S.I. 2X ROOTBALL DIA 1.5 X ROOTBALL DIA 13. ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL um GROWING SEASON (ONE YEAR)AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED FREE OF CHARGE WITH DECIDUOUS TREE PLANTING DETAIL CONIFER / EVERGREEN TREE PLANTING DETAIL THE SAME GRADE AND SPECIES. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. 1 SCALE: 1" = V-0" 2 SCALE: 1" = 1'-0" 14. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT O RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. SUPERVISION AND THAT I AM A DULY LICENSED 2 15. PLANTING BED EDGING - USE COMMERCIAL GRADE POLY EDGING, COLOR BLACK, IN ALL AREAS WHERE PLANTING BED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MEETS LAWN AREAS OR WHERE INDICATED. USE STEEL SPIKES AS INSTRUCTED BY MANUFACTURER. ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF 16. PROVIDE 1" DIAMETER AT A MINIMUM OF 3" DEEP OF CLEAN RIVER ROCK IN ALL LANDSCAPE BEDS WITH PERMEABLE THE CROWN OF THE PLANT IS SLIGHTLY ABOVE WEED BARRIER LANDSCAPE FABRIC. FINISH GRADE 3" 17. PROVIDE DOUBLE SHREDDED HARDWOOD MULCH CIRCLE, WITHOUT LANDSCAPE FABRIC, TO A 4-FOOT DIAMETER CUT AND REMOVE AT MINIMUM THE TOP HALF OF AROUND ALL TREES OUTSIDE PLANTING BEDS TO A MINIMUM 3" DEPTH. DATE Llc. No. WIRE BASKETS, BURLAP AND/OR TWINE, OR ENTIRE LAWN OR GROUND COVER 18. STORMWATER MANAGEMENT AREA TO HAVE TEMPORARY EROSION CONTROL MEASURES AS REQUIRED BY LOCAL Z CONTAINER,AND REMOVE FROM THE PLANTING PIT, GUIDELINES. LANDSCAPE EDGING AND STAKING-PER PLANS SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5 NOTE: GALLONS FOR SMALLER &NOTES 19. SOD TO BE LOCALLY GROWN MIX FOR COMMERCIAL APPLICATIONS (BLEND OF BLUE, FESCUE, AND RYE GRASS OR FINISH GRADE APPROVED EQUAL. THE CLARITY OF THESE PLANS DEPEND 1" DIA CLEAN RIVER ROCK MULCH AT 3" 1" DIA CLEAN RIVER ROCK MULCH AT 3" UPON COLOR COPIES. IF THIS TEXT DOES DEPTH. SEE NOTES. DEPTH. SEE NOTES. 20. INDICATED QUANTITIES ARE ESTIMATES AND SHOULD BE CONFIRMED BY THE CONTRACTOR/BIDDER. NOT APPEAR IN COLOR, THIS IS NOT AN J BACKFILL PLANTING PIT PER SHRUB PLANTINGkfilh� PLANTING BED-SOIL PREPARATION PER PLANS 21. ALL PLANTS SHALL BE WATERED USING AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. SEE IRRIGATION NOTES. ORIGINAL PLAN SET AND MAY RESULT IN =r 'r SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE &NOTES MISINTERPRETATION. SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED I I 1 FINISH GRADE ,= ,= SUBGRADE-PER PLANS&NOTES THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL IIIIIIIIIIIIIIIIIIIII11I IIIIIIIIIIIIIIIIIIIIIIIIIII11I INC. AND MAY NOT BE USED, COPIED OR DUPLICATED I I1 I1 I I1 I I1 I I1 I I1 I I1 I I1 I1 I I 1 I1 I I I1 I I1 I I I1 I I1 I I1 1I IIIM I—III_1IIM I=III_1IIM I III_1IIM1 I=III_1IIM1 I=III=III= WITHOUT PRIOR WRITTEN CONSENT. EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE I=III=III=III=III=III=1I1=1I1=1 1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I 1I1=1I _ _ 1=III=III=III=III=III=III=III=III III=III=III—III=III=III—III=III—III-III DEPTH OF THE ROOTBALL/CONTAINER MINUS 3 AND I11=I I=III=I I=I I I=III=I I=I I I=1 -1I-111-1I-1I-1I-1I-1I-1I-1I-1I DEPTH OF ��I111- II—III=III=III IIIII11 IIIIIIIII=III=IIIIII=III=III III111=III=IIIIIIIIIIIIIIIIII=III IRRIGATION NOTES PROJECT =11 III III 11 III 1I1 1I1 11 1 1I1 1I A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL III III III III 1111 111 111 1 1 111 111 11 1 111 111 1I1 111 111 111 11 ROOTBALL III=III I 11 III=III=III I I—III I' III=III=III=III=III_— I=I I I=I I I I I=III=III=I I I_I I M 11=III 111M1 _III z =11—1I1=1I „III III III I1=� /CONTAINER I I I TILL ALL PLANTING BEDS TO A I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1 1=1I1=1I1=1I1=1I1=ITI=1I1=1I1=1I1=1I1=1I MINIMUM DEPTH OF 6"THROUGHT —III=III=III=III=1I1=1I1=III=1I III—III=1I1=1I1=III=1I1=1I1=III=1I1=1I ol 1T=111=III=1�1=1�1=1 1=1�1=1�1=i 1=1�1=1�1=1 1=1�1=1�1=1 1=1�1=1�1=1 1=11 1.AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE CONSTRUCTED AS A DESIGN BUILD PROJECT. SUBMIT DESIGN O III1 11III111III1 I111III1 I111III1 I111III1 I111—III C NTAINER DIA ROOTBALL DIA PLACE ROOTBALL ON UNDISTURBED SOIL AND III III III III III III DRAWINGS FOR APPROVAL BY OWNER. ENSURE PLANT IS PLUMB 2.ALL PLANTING BEDS AND TURF AREAS SHALL BE IRRIGATED. ALL IRRIGATION SHALL BE COMPATIBLE WITH LOCAL PRIMROSE Fm 2X CONTAINER DIA 2X ROOTBALL DIA JURISDICTION CODE. IRRIGATION SHALL NOT OVER SPRAY ONTO ADJACENT HARDSCAPE, BUILDINGS, OR ANY OTHER NON-TURF AREAS. SHRUB PLANTING DETAIL A LANDSCAPE EDGING DETAIL 3.PROVIDE ALL IRRIGATION LINE, SPRAY HEADS, SLEEVING UNDER HARDSCAPE, VALVES, WIRING, CONTROLLER, BACK-FLOW SCHOOLS D PREVENTOR, MAIN & LATER PIPES, CENTRAL CONTROL WATER MANAGEMENT SYSTEM, AND ALL OTHER REQUIRED 3 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ACCESSORIES. w 4.CONFIRM POINT(S) OF CONNECTION AND CONTROL BOX LOCATIONS WITH OWNER PRIOR TO DESIGN OF IRRIGATION F SYSTEM. COORDINATE LOCATIONS OF SLEEVING WITH ALL UTILITIES, FOOTINGS, AND ANY OTHER UNDERGROUND PLANT PERIMETER AT SPECIFIED SPACING CONSTRUCTION. MERIDIAN I DAH O UNLESS OTHERWISE NOTED, PLANT UP TO Z EXISTING DRIP LINE OF ADJACENT SHRUBS ISSUE SCHEDULE 0 DATE DESCRIPTION BY EDGE OF PLANTING BED- PER PLANS& + NOTES PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS AND TREES STAGGER SPACING WHERE POSSIBLE 0 EDGE OF STRUCTURE OR PAVING u PLAN ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF REVISION SCHEDULE THE CROWN OF THE PLANT IS SLIGHTLY ABOVE DATE DESCRIPTION BY Fm FINISH GRADE 3" O 1" DIA CLEAN RIVER ROCK MULCH AT 3"DEPTH. SEE NOTES. z CUT AND REMOVE THE ENTIRE CONTAINER AND BED EDGE PER PLANS SCARIFY,AS NECESSARY, ROOTS FOR ALL FINISH GRADE CONTAINERIZED PLANTS 5 GALLONS FOR SMALLER PROJECT NO. 2 1-25440 TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6"AND FILE NAME 25440 C5-PLANTING PLAN 111=III 1I111' BACKFILL PER 11 SPECIFICATIONS,WHEN PROVIDED-IN 11 111 -111�IIIIIIIII II I II I IIII—III 11I11I Y 1 111111 111= I1I AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND DRAWN B TMR 'I-1 I I—III =_ SECTION 1 1111111�11111 11111 11111�11111 11111 11111�1= _ WITH AMENDED PLANTING SOIL FROM A LOCAL DESIGNED BY ARA SOURCE REVIEWED BY RJA Z PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB TITLE PERENNIAL PLANTING DETAIL PLANTING J 5 SCALE: 1" = 1'-0" W SCHEDULE, NOTES, & DETAILS a SHEET C701 c? zw w J� J �T) LIGHT POLE owl� 0 4 GALVANIZED STEEL ANCHOR BOLTS FM + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 0.0 0.0 0.0 0.0 a + + + + + + - ----- ---- -----+---- + ---+ + + '0 + + + + + + + 0.0 0.0 0.0 0.0 0.1 0.13 0.2 0.3 0.3 0.3 �6- -- �---6 1 0-r--�Z---U o.o -- o.o o.o o.o o.o o.o o.o o.o .o 0.0 o.o o.o 0.0 0 5° \ FM + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.1 0.1 0.1 0.1 0.2 0.5 0.6 5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 �� (n E 1 11 T 3/4"0 CONDUIT 0.1 0.1 0.1 0.1 0.1 /�4 0.8 0.8 0.9 0.9 0.7 0. 0.4 0.3 0.2 0.1 0.1 0.0 0.0 o.oPARIfI�®SETBACI�(TYPp.o o.o o.o 0 0.0 0.0 0.0 0.0 4-#6s VERTICAL co W/#4 TIES @ 12" O.C. O SEE SITE + + + + + + + + + + + + + + + + + + + + + + + + + + + + I ELECTRICAL PLANS 0.1 0.1 0.2 0.2 0.2 0. r----- 1.1 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 in ---------------------- -- -- \ 0.1 0.2 0.3 0.3 0. 1.3 1.5 1.7 1.5 .2 �.9 �Q.� 4 0 2 0. O.0 O.0 0.0 X 0.0 0.0 0.0 .0 .0 0. .0 0.0 0.0 0.0 0.0 240 CONCRETE z PIER FOOTING li 0` 1 0.3 0.4 .5 WW 0.6 2 1 2.0 1. 0.9 0. x 0. 0.2x 0 + 0. 0.0 0.0 0. x 0.0 0.0 .0 .0 0.0 0.0 0.0 0.0 0 + t, oo u 04j0 � x �' c 0 0.3 .5 0.8 0.9 2.3 2.3 2.2 1.5 1. 0. 0. 0.2x 0.1 0.0 0. 0.0 0 0 x 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 X I FM AC 0 0.3 .5 1 1. 2.6 2.3 2.3 + . 0 0, 0.3 0' 0.1 0.0 0.0 0.0 0.0 0.0 0. 0. 0.0 .0 0.0 0.0 0.0 0.0 0.0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR l REPORT WAS PREPARED BY ME OR UNDER MY DIRECT O ! xf " n SUPERVISION AND THAT I AM A DULY LICENSED o - x i LIGHT POLE BASE DETAIL AB & AC LIGHT STYLE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE Z 0. 3 0�.0 + 0. 2.0 2.5 2.4 2.5 2.4 1.8 .1 0.6 0 0. o.0 0.o �0.0 0.0 0.0 0.0 0.0 1 STATE OF MINNESOTA. � $ � N.T.S. +� + + + + + + + + + + I + + + + + + + + + 0.1 0.4 0 1.3 1.8 2.0 2.3 2.3 1.9 1.2 0.7 0 0 0. 0.0 �0.0 0.0 0.0 0.0 0.0 0.0 . cn _ xo x + + + + +� + + + + + + + I DATE LIC. NO. 0.1 0.2 0.2 0.3 Ob4 1.0 1.5 1.9 2.2 2.2 1.9 1.3 0.7 0 0. 0.0 �0.0 0.0 0.0 0.0 0.0 0.0 zx x + �- �0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.8 1.4 1.7 2.1 2.1 1.9 1.3 0 6 I 0 0.0 0. NOTE: 11 x x THE CLARITY OF THESE PLANS DEPEND 0.1 0.1 0.1 0.1 0 2 0.5 1.2 1.6 1.9 2.4 2.0 1.3 �0.6 0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UPON COLOR COPIES. IF THIS TEXT DOES s NOT APPEAR IN COLOR, THIS IS NOT AN J + + + + + +� + + + + + + + + + + + + + + ORIGINAL PLAN SET AND MAY RESULT IN 0.0 0.1 0.1 0- 0 2 I 0 4 0.9 1.4 1.7 2.2 2.1 1.5 i 0.7 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MISINTERPRETATION. LU o 0.0 0.0 0.1 0 0 1 10 0.8 1.3 1.6 2.1 + + 0.9 x 0 0. 0.0 .0 0. 0.0 0.0 0.0 0.0 THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, ® AB PROPOSED BUILDING I W THOUT PRO WRITTEN CONINC. AND MAY NOT BE USED, OSEINT ED OR DUPLICATED + + + + + + + + + + + + 13 535 SQ. FT. + + + + + + + + 0.0 0.0 0.1 0 0 1 1.6 2.1 am o.o xo.o o o.o o.o o.o 0.0 o w FFE = 2588.25 - - PROJECT +I + + + + + + + + I + I + + + + + + + + + Z 0.0 0.1 0.1 0 0 2 �4 I 1.7 2.2 0.8 x 0 0. 0.0 x0.0 0.0 0.0 0.0 0.0 0.0 0 + .1 0.1 0.1 0 1 + I + . + .6 2.0 2.4 2.1 1.4 0.7 I + + + + + + + + + 0 0. 0.0 I0.0 0.0 0.0 0.0 0.0 0.0 x� x PRIMROSE FM + .1 0.1 0.1 0.2 0 018 1.4 1.8 2.2 2.2 1.9 1.3 0.7 l0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o ' �, x x FOOTCANDLE LEGEND � + + + + + + + + + + + + + + + + + + + + SCHOOLS 1 0.2 0.2 0.3 1 1 1.5 2.0 2.3 2.2 2.0 1.3 0.7 0 0 0.0 I0.0 0.0 0.0 0.0 0.0 0.0 ii x ^ 1 0.50 FOOTCANDLE LINE 0.50 + + + + I + + + + + + + + + + + + + + 1 0.3 0.4 0 0.6 1114 i 1.8 #2. 2.4 2.3 2.0 �2 07,� 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 F T , x 1 05�LYA + .5 (411 0.7 0.9 2 1 z.5 2. + .4 1 + o. 0 4 0.0 0.0 0.0 0.0 0.0 0.0 0.o MERIDIAN IDAHO x Provide light fixtures as shown on Fixture Schedule. Substitutions shall have prior approval by the Project Engineer before bid date. Being listed as an ISSUE SCHEDULE J 1 0 o.5 1. �+ .1 2I. 3.0 2.6 2.4 2.3 1.6gr.0 0 6 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 acceptable Manufacturer in no way relieves the Contractors obligation to provide all equipment and features in accordance with these specifications. DATE DESCRIPTION BY 0 0.1 4Q LIGHT FIXTURE SCHEDULE U 1 o .5 0. 1.0 2I5 2.7 2.4 2.3 2.2 1.5 0.9 0� + . 0 0.0 0. . ` 0 0.0 x0.0 0.0 0.0 0.0 0.0 0.0 X + + + + + + + + + + + + + + + ®� o o.o o.o 0 0.o o.o o.o x o.o o.o o.o o.o o.o o.o TYPE STYLE MANUFACTURER/MODEL NUMBER LAMPS REMARKS 1 0 0.4 0. 7 '�� 2.1 1.9 0� 2 0. 0 O (� OSO 5 11 AB SITE POLE SINGLE HEAD @ 90 LITHONIA LIGHTING /DSXO-LED-P5-30K-T3M-MVOLT-RPA-SF-DBLXD 89W LED ROUND POLE MOUNT + + + O + + + O + + + + + + + + + + + + + + POLE LITHONIA LIGHTING /RTA-24-6-6E-DM19AS-DBLXD 24'-6" POLE 1 0� 0.3 0. 0 4 I�1.0 1.7 1.5 0 6 .4 0. 0.1 0. 0 { .0 ® .0 x0.0 0.0 0.0 0.0 0.0 0.0 T o REVISION SCHEDULE um + ` + + + + + + + 1.3 + + + + + + + + + + + AC SITE POLE SINGLE HEAD ® 90 LITHONIA LIGHTING /DSXO-LED-P6-30K-TFTM-MVOLT-RPA-SF-DBLXD 134W LED ROUND POLE MOUNT0 0.2 0. 0.2 0I.7 1.0 1. 9 0.7 5 x 0.2 .10.1 0 0.o .0 o x o.0 0.o o.o o.0 0.0 0.0 POLE LITHONIA LIGHTING /RTA-24-6-6E-DM19AS-DBLXD 24'-6" POLE DATE DESCRIPTION BY FM O ` O +� + ® + + S' + + + + + + + + + _ + + + + + + 1 0 0.1 0 1 0¢2 5 0.8 0.8 0.9 0.9 0.7 .5 0.4 -fir fir-10-0 X 0.0 0.0 0.0 0.0 0.0 O + + +0 + + O°' + + + + + + 0 0 0.1 0.1 0. 0. 0\ 0.5 0. � 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 --� ------ `------- ® ? PROJECT NO. 21-25440 0.0 0.0 0.0 0.0 1 0.1 0.3 J`3---(,.3---9.3 ---0-3---(�.�---8. ---0 4 ---0..E---g� 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FILE NAME 25440 C6-LIGHTING _ DRAWN BY TMR + + + + + + + + + + + + + + + + + + + + + + + + + DESIGNED BY ARA 0.0 0.0 0.0 0.0 0.0 0.1 i 0. .1 0. 9.1 .1 �0 -0.0-- 0_0- �0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T T _I ❑ 1\tl/ REVIEWED BY RJA + + + + + + + + + + + 10'PUB14C UTILITIES,CITY OF MERIDIA4STREET + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.LI�Hr,HOM�bw�ER'sass0clA31oNPRES®uRI�ED 0.0 0.0 0.0 0.0 0.0 1.75'LAN cnp€EASEM r 0 0 p 0.0 0 p 0.0 0.0 0.0 0.0 p TITLE IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18 AND 20 SPECIAL EXCEPTION NO. t! + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + J o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 o.o o.o o.o o.o o.o 0.0 o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 w T�/JCM//L,�,L�/� RnA/� © PHOTOMETRIC W o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o � �'6 016 6.tf 'l O.lT' TT'.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PLAN � 17 0 20 40 SHEET SCALE IN FEET C800 Z BITUMINOUS COURSE 0 MnDOT SPEC 2360, TYPE SPWEB240B BITUMINOUS COURSE CONC CURB &GUTTER SEE DETAIL& PLAN Fm MnDOT SPEC 2360, TYPE SPNWB230B CONCRETE SLAB(MIN 4000 PSI) FOR TYPE u AGGREGATE BASE AGGREGATE BASE BACK OF CURB �. MnDOT CLASS 5 MnDOT CLASS 5 PROPOSED BITUMINOUS SURFACE COMPACTED SUBGRADE COMPACTED SUBGRADE EXISTING BITUMINOUS PAVEMENT SEE PLAN&DETAIL FOR PAVEMENT 2' SECTION EIGNI I a N cn 4 4 0 0 0 0 0 0 0 0 0 0 0 o Q 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 N CO Q Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Q � 4 4 O NOTES: LL USE WHENEVER NEW BITUMINOUS ABUTS EXISTING BITUMINOUS F I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LIC. NO. STANDARD z BITUMINOUS PAVEMENT CONCRETE SIDEWALK EDGE MILLING CURB TAPER NOTE: NITS NITS NITS NITS THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN J ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. am PROJECT z O PRIMROSE Fm u SCHOOLS D w H MERIDIAN IDAHO ci) Z 4 ISSUE SCHEDULE O #4 BARS @ 16"OC EXTEND TO VARIES SEE PLAN&DETAIL FOR EQ EQ DATE DESCRIPTION BY OPPOSITE EDGE OF CONC WALK SEE DETAIL SEE PLAN PAVEMENT SECTION ST110 COMPACTED SUBGRADE SLOPE VARIES �� 2� po= SEE PLAN 0 0 0 � o 0 0 0 Q $ d , 0 o 0 0 LLJ um w o 0 0 ° cLu oo o �o 12"SAND BASE REVISION SCHEDULE CONCRETE(MIN 4000 PSI) 6"SAND BASE DATE DESCRIPTION BYFm CONCRETE(MIN 4000 PSI) 2 #4 CONT BARS o 0 o c O AGGREGATE BASE AS 6„ AGGREGATEBASE z CURB FOUNDATION PROJECT NO. 2 1-25440 >= FILE NAME 25440 CO-DETAILS DRAWN BY TMR DESIGNED BY ARA REVIEWED BY ---- TITLE J SITE DETAIL W OUS US BITUMINOUS FLUSH S S TURN DOWN U CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE VALLEY GUTTER a NITS NITS NITS SHEET C491 0 SEE SIGN DETAIL AS NOTED ON PLAN 0 3"GALV STEEL POST Fm ACCESSIBLE PARKING STALL SIGN ACCESSIBLE PARKING BOLLARD CONCRETE WALK TO BE MOUNTED AT THE HEIGHT AND SIGN(TYP,SEE DETAIL) SHOWN. SIGN SHALL COMPLY 6"0 GALV STD STEEL PIPE WITH IDAHO STATUTES.SIGN TO BE FILL WI CONCRETE CENTERED ON PARKING STALL ACCESSIBLE PARKING Fm VIOLATORS SUBJECT TO N STRIPING SYBMOL A FINE OF UP TO$200 FINISHED GRADE (TYP) z w � O VAN ACCESSIBLE w a 4"WHITE PARKING % STRIPING CONCRETE FOOTING (TYP) EIGHT z Q Cn � 4"DIAGONAL WHITE PARKING STRIPING O `o (TYP) u PARKING SURFACE "x8"STEEL BAR THRU POST Fm 9' 9' 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR 0 (TYP) REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LIC. NO. TYPE 2 z ACCESSIBLE PARKING SIGN SIGN POST ACCESSIBLE PARKING AREA NOTE: NTS NTS NTS THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN J ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. Lu THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. PROJECT z 0 TOP RAIL SIZED PER AIR DRIVEN LINE POST SPACING PER PRIMROSE �mm MANUFACTURERS MANUFACTURERS REQUIREMENTS(TYP) RECOMMENDATION SCHOOLS #9 GAUGE CHAIN LINK FABRIC WITH 2"MESH o TERMINAL POST 3"OD SCHEDULE 40 PIPE,GATE > o MERIDIAN I DA H 0 POST 4"OD SCHEDULE 40 PIPE,LINE POST 2"OD ISSUE SCHEDULE 2 SCHEDULE 40 PIPE o 11 N DATE DESCRIPTION BY z J 0 STRETCHER BAR U w w O WIRE SIZED PER MANUFACTURES RECOMMENDATION u GRADE REVISION SCHEDULE Fm U O �// Lu Lu / U) X\, Z >= o PROJECT NO. 21-25440 CONCRETE FOOTING �/� / / / / / / / / //� FILE NAME 25440 CO-DETAILS DRAWN BY TM R /�//�//�//�/' DESIGNED BY ARA REVIEWED BY Z TITLE 12"O ON END mi POST SITE DETAIL W S S 4' OR & CHAIN LINK FENCE a NTS SHEET C8I I loll APPROX. HOOK FINDER WIRE ONTO KEEPER CHAIN LUGS 9 1 8 TOP 2" X 1/4" 1/16" CLEARANCE CAST IRON RING .%ND BOT. 2 1/8" X 3/8" 2'-6" DIA. COVER SHALL BE 24"0x6" CONCRETE COLLAR HEIGHT 1/4" FLUSH WITH SLOPE LID FIRE HYDRANT 1 1/2" TYP. OF FINISHED GRADE. 5 1�4"(TYLER N0. 6855) SEE SEC. 403 0 SIDEWALK 2" WIDE RED O FINISHED GRADE RETROREFLECTIVE, �0= 1 1/2" TYP. CONCRETE COLLAR FINISHED ALL WEATHER (SEE NOTE #2) REFER TO SD-Wll GRADE TAPE AROUND 4 - 1" HOLES BARREL ON 3 1/2" RAID. 1'xl2" PIPE v. 1 yl ,' FINISH GRADE a. e 1 1/31/41 FIBER JOINT PAC ING v 46 v e END OF TRENCH EDGE L (2) #4 REBAR HOOPS 6" PVC OF RIGHT-OF-WAY T � VALVE RISER OR FIBRILATED CONCRETE NO. 12 FINDER WIRE x FILTER 3/4" TO 1" CLEAN P/2 8" DIA. PVC DR2INHORZONTALLY ROCK S FABRIC EIGHT CAST IRON VALVE RISER 6" VALVE DRAIN io FROM EACH SIDE OF TYLER NO. 6855 OR SEE STD. DWG. W18KEEP CLEAR CONC. BASE AND — (MJ x FLANGE)I APPROVED EQUAL THRUST BLOCK AND "M"x 6" TEE ,,,,,,, , ,.,•,; VERTICALLY TO 2" (MJ x MJ x FLANGE) 6" DIA. ABOVE HYDRANT CAST IRON PIPE ° •� •� ° WITH THRUST BLOCK °e +,, ,I.;�5 %�'�•� DRAIN WALL RING & COVER z CAST IN PLACE CONC. 0 HRUST BLOCK (4 CF OF THRUST • , BLOCK REQUIRED) u Q a 14-H�I-I-F-I I, 14-H I 14-H 1 I++a.14-H I-I-H 14 + (SEE NOTE NO. 5) > VALVE SUPPORT (PRECAST OR CAST IN PLACE) 2 - SOLID PRECAST O o CONCRETE BLOCKS SEWER MAIN MJ CONNECTION 6" x 6" x 24" WIDE DIAMETER VARIES SOLID PRECAST CONCRETE BLOCK PLUG TO BE SEALED 1' x 1' x 2" THICK um IN SAME MANNER AS MAIN SEWER JOI ITS. NOTES f— NO. 12 COPPER FINDER WIRE (TO BE LAID ON TOP OF PIPE AND 1. HYDRANTS THAT ARE TO BE RELOCATED AS CALLED FOR ON THE PLAN VIEW SHALL BE REINSTALLED IN ACCORDANCE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O FASTENED EVERY 10' WITH THIS DETAIL REPORT WAS PREPARED BY ME OR UNDER MY DIRECT MAIN x MAIN x 8" TEE WITH DUCT TAPE 2. ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHOWN ON THIS DETAIL UNLESS OTHERWISE SPECIFIED. SUPERVISION AND THAT I AM A DULY LICENSED 3. WHERE EXISTING FITTINGS ARE NOT COMPATIBLE WITH NEW MAIN CONSTRUCTION, SUITABLE ADAPTORS OR NEW FITTINGS PROFESSIONAL ENGINEER UNDER THE LAWS OF THE SHALL BE USED UPON APPROVAL BY MERIDIAN PUBLIC WORKS. STATE OF MINNESOTA. 4. ALL ANCHORS AND BLOCKING TO BEAR AGAINST UNDISTURBED SOIL. NOTES 5. IF WATER SERVICE TO HYDRANT IS TO COMMENCE PRIOR TO SETTING OF CONCRETE THRUST BLOCKING, A COMBINATION OF CONCRETE AND UNI—FLANGE SERIES 1300 JOINT RESTRAINT SHALL BE USED. >= 1. CLEANOUT LIDS MUST BE LABELED WITH THE WORD "SEWER". 6. PLACE LOCATOR WIRE ALONG TOP OF PIPE. SECURE FINDER WIRE UNDER (MJ) BOLT. TAPE TO PIPE EVERY 10'. 2. FRIBILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURER'S 7. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. RECOMMENDATIONS) MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE 8. ALL FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' RADIUS FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL COLLARS. OBJECTS. DATE LIC. NO. 3. THE MAXIMUM DISTANCE FROM A MANHOLE TO A PROPOSED CLEANOUT 9. FIRE HYDRANTS SHALL BE PLACED A MINIMUM OF 18" ABOVE FINISH GRADE TO THE CENTER OF THE 4 1/2" OUTLETS. IS 150 FEET. STANDARD GATE VALVE C900 WATER MAIN 10. HYDRANTS SHALL NOT BE PLACED WITHIN 10 FEET OF DRAINAGE SWALES. 4. NO SERVICES WILL BE CONNECTED TO THE SEWER LINE TERMINATING IN 11. HYDRANTS TO BE INSTALLED LEVEL & PLUMB. A CLEANOUT. NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES CITY OF MERIDIAN STANDARD DRAWINVT�COF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. NOT APPEAR IN COLOR, THIS IS NOT AN J 2013 SUPPLEMENTAL 2013 SUPPLEMENTAL 2013 SUPPLEMENTAL ORIGINAL PLAN SET AND MAY RESULT IN SPECIFICATIONS 71-TYPE CLEAN-OUT SPECIFICATIONS VALVE BOX & LID DETAIL SPECIFICATIONS FIRE HYDRANT DETAIL TO THE IDAHO STANDARDS FOR si TO THE IDAHO STANDARDS FOR wi 1 TO THE IDAHO STANDARDS FOR `//�\/7 W V \/ I MISINTERPRETATION. PUBLIC WORKS CONSTRUCTION PUBLIC WORKS+CONSTRUCTION PUBLIC WORKS CONSTRUCTION r THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. PROJECT z 0 FUTURE FIRE LINE CONNECTION LOCATION CONNECT FIRE LINE TO EXISTING 8" ALL FLG. TEE. ADD ONE FIRE MAIN PRIMROSE DIAM. GATE VALVE, (FLG x MJ) • (ADD FLANGE REDUCER IF APPLICABLE). IF FIRE LINE IS CONSTRUCTED IN THE FUTURE. GATE VALVE THAT WILL BE INSTALLED ON THIS TEE IS JURISDICTIONAL LINE BETWEEN WATER DEPARTMENT AND FIRE DEPARTMENT. _ALL REVIEW AND INSPECTION 10' MINIMUM 7' BEYOND GATE VALVE TO BE BY FIRE DEPARTMENT. INSTALL SCHOOLS (1) 8" 90' BEND (MJ) NO JOINTS (1) CONC. THRUST BLOCK ALLOWED INSTALL (1) 8" x 8" x 8" TEE (ALL FLG.) (FOR FUTURE FIRE SPRINKLER LINE IF NEEDED) z (1) 1 8" ADAPTER (MJ x FLG) MERIDIAN IDAHO m (1) 8" FLANGE TAPPED W/ 2" z a IRON PIPE THREAD ISSUE SCHEDULE O JOIN w c1 (1) 8" BLIND FLANGE DATE DESCRIPTION BY o � (1) CONC. THRUST BLOCK TUN CH TILITY 1— u - /W INSTALL PROPERTY tO (1) 2" BLOWOFF CORNER M BACK OF O SIDEWALK � METER(S) CONNECTION cc LOCATION um REVISION SCHEDULE DATE DESCRIPTION BY NOTES O 1. CONSTRUCT DOMESTIC AND/OR LANDSCAPE METER IN ACCORDANCE WITH CITY OF W MERIDIAN STANDARD DRAWINGS. 2. TOP OF VALVES AND BLOW OFF BOXES SHALL MATCH BACK OF SIDEWALK ELEVATION. 3. USE UNI-FLANGE RESTRAINTS ON ALL JOINTS. >= 4. WATER METERS TO BE INSTALLED WITH EACH INDIVIDUAL SITE PLAN. PROJECT NO. - FILE NAME 25440 CO-DETAILS DRAWN BY TMR DESIGNED BY ARA CITY OF MERIDIAN STANDARD DRAWING NO. 2013 SUPPLEMENTAL COMMERCIAL SINGLE REVIEWED BY ---- Z SPECIFICATIONS WATER SERVICE TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION W10 TITLE J SITE DETAIL W S S SHEET C812 4 A7.1 EDGE OF 2 x STEEL 4 FRAM E 1' 4"x 24"x 1/4" PLATE CANE BOLT REST BOLTED TO FRAME& PRECAST SLOPED CAP, FENCE TYPICAL. T.D.CAP El „ #5 REBAR IN GROUT ELEV. =7'-0"A.F.F. ° 3'-2 3 -2 NOTE: PAINT INTERIOR SIDE 5" Z dl FILLED CELL AT 32" OF C.M.U.TO MATCH STONE. BOARD&BATTEN SIDING ON (2]5"DIA POSTS W/18" O.C.VERT. (TYP.). DIA,x 36" DEEP FOOTING FURRING STRIPS. O FOR DUMPSTER STOP 5 24"x 5"CANE A7.1 HORIZ. REINF. AT 15"O.C. 8"CMU W/#5 REBAR @ 32"O.C. VERT. " 2 x FRAME BOLT 112" DIA. 6"CQNC SLAB GROUT FILLED CELL.ALL CELLS TO BE 6" DIA.STEEL POST BOLLARD GROUTED SOLID. CONFIRM REQUIRED INSIDE WITH CONCRETE CAP. T.O.WATERTABLE 3/4"± DIA.STEEL . DIMENSIONS WITH THE LOCAL ELEV. =3'-0"A.F.F. GUIDES WELDED TO SOLID WASTE MANAGEMENT CO. co O 5 1/4"x 7 1/2" PRECAST BULLNOSE 3/4" DIA.x 1"DP. RECESS DOWELS TO MATCH SIZE& SILL WIDRIP TYP. www.arriscraft.com PLATE(TYP.OF 3) IN PAVEMENT FOR CANE �" SPACING OF WALL REINF. LAP GATE POST: 6" DIA.STEEL STONE VENEER WITH ANCHORS @ 16"O.C. o „ BOLT AT CLOSED& 90 DG. SPLICE 48 BAR DIA.MIN. BOTTOM OF CANE PIPE,WITH 18 DIA,x 48 HORIZ.&VERT.-TYP. PER SPEC 04300- ALUMINUM CLEAT Z25'-0"HIGH ALUMINUM FLAG OPEN POSITIONS "' BOLT PLATE 1 POLE(OVERALL HEIGHT MAY DEEP FOOTING. 9'-2" - PART 3-#9 _r, BELOW BOTTOM OF T.O.SLAB FM CLEAR WHEN OPEN -1 GATE FRAME CHANGE PER LOCALJURISDICTION ELEV. =0-0 J a N Z N e o = REQUIREMENTS) U) 5" 3000 P51 CONC ON 3/4" DIA.x 1" DP. EIGH 1 o u1 RECESS IN PAVEMENT GRANULAR BASE W/#4 in L z = v, —1 FOR CANE BOLT AT {1}#5 REBAR IN GROUT, @ 18 o.c. CLOSED& 90'OPENLu O EACH CELL VERT. IN (1) BOLLARD FOOTING: 18" DIA.x 3 POSITIONS � 4 4" FULL BLACK MIN. 36" DEEP. 1'_ J. TYP.GRADE BEAM TOP OF PAVEMENT x w 1' 4" 1p'-8" M.O. 1'-4" REINFORCING 6-#5 CONT.(3 [ ] CANE BOLT-1 PER GATE.(3 TOTAL) w TOP&3 BOT.)w/#3 STIRRUPS @ �J - m ao 24"o.c.4 SIDES. N u ALUMINUM FLASH COLLAR 2"x2"xl/4"STL.ANGLE FRAME V 8"DIA. DOUBLE EXTRA STRONG PIPE ¢ O 1 DUMPSTER PLAN 4 DUMPSTER ENCLOSURE SECTION (6.875" I.D.)HINGE&STOP 3/4"� BOLT a A7.1 SCALE: 3/8"=V-0" A7 1 SCALE: 3/8"= V-0" ¢ u FLAG POLE FOOTING 2"x2"x1/4"STL.ANGLE FRAME CONSTRUCTION PER THE — Y —III-III I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR 4"FACTORY FINISHED RIBBED FLAG POLE VENDORS I °`, I I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT O STEEL ANGLE FRAME 6"DIA STEEL POST —III IIII I SUPERVISION AND THAT I AM A DULY LICENSED ALL SIDES. 4"RIBBED 20 GA mi 1/2"0 ANCHOR BOLTS @ 24"O.C. METAL SIDING-DARK BRONZE INSTALLATION DRAWINGS. PRECAST CONCRETE 7c,d METAL RIBBED G. e 7h INTO GROUTED CELLS QF CMU. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. A7.1 „ H]NGE COLLAR W/GREASE 6"DIA.STANDARD PkPE FLAG P LESLOPED CAP. PAINT TATE OLIVE . jjA T.O.CAP RDIE-BOARD AN❑ FITTINGS 2 PER JAMB (6.625"O.D.)COLUMNELEV.=7'-0"AFF TTEN SIDING TO S _ GATE HINGE DETAIL SCALE: 1"= V-0" MATCH BUILDING. A7.� 4" HARDIE TRIM w Q DATE LIC. NO. BOARD TYP PARABOLIC CURVE(MONOLITHIC Q T.O.WATERTABLE PRECAST CONCRETE 5/8" HOLE FOR THRU BOLT 3/S"± W/PAVEMENT) ELEV.= TER AFF a WATER TABLE TO VARIES 4"WIDE WHITE MATCH BUILDING, 2"x 2"x 1/4" FRAME SHORTEN AS REO.'D TO AVOID BLOCKING DRAINAGE r 7/ 7 6 PAINTED STRIPE STONE TO MATCH N NOTE: BUILDING. _ 1, THE CLARITY OF THESE PLANS DEPEND T.O.SLAB 8" 4-112"x3"x114" N UPON COLOR COPIES. IF THIS TEXT DOES ELEV.=0'-0" PLATE,WELDED 00 4" RIBBED 20GA mi 7a BRICK&BLOCK DUMPSTER 7a ENCLOSURE. m TO 2" FRAME 41/2 NOT APPEAR IN COLOR, THIS IS NOT AN FRONT ELEVATION METAL SIDING-SEE - MISINTERPRETATION. I ND MAY RESULT IN NOTE#3 ABOVE CANE BOLT AT EACH 2"x2"x 1/4"TUBE STEEL x 6'-0"L. 1/4"THICK PLATE, PAINT TO MATCH GATE. PAINTED NOTE: MOUNT48"ABOVE FINISHED GATE. GRADE TO TOP OF PLATE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PRECAST 8" HEAVYT-STRAP HINGE. 4 CONCRETE HARDIE-BOARD AND BATTEN c SWING LATCH STOP PLATE INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. a A7.1 SLOPED CAP. SIDING TO MATCH BUILDING. 4" FACTORY FINISHED RIBBED T.Q.CAP SIM. COLOR:ARTIC WHITE. METAL SIDING-DARK BRONZE Nr ELEV.=7'-0"AFF 2' 0 7 HARDWARE 3" PROJECT 4" HARDIE TRIM BOARD, HEIGHT 0 C TYP. 5 HINGE A7.1 SCALE: 1 112"= 1' 0" O REFLECTIVE MARKER NOTE:4" REFLECTIVE PAVEMENT MAKERS PRECAST CONCRETE A7 1 SCALE: 1 1/2"=1'-0" REFLECTIVE ABS PAVEMENT MARKERS INSTALLED AT INTERSECTION OF T.Q.WATERTABLE WATER TABLE TO BY CENTERLINE SUPPLY, INC. (800) ANGLED LINES AND AT ALL FOUR PRIMROSE ELEV.=3'-0"AFF MATCH BUILDING. 321-8300 COLOR:#10110 WHITE. CORNERS. STONE TO MATCH BUILDING. T.0.SAB SPEED REDUCER D IV ELEV.=0'-0" A7.1 SCALE: 3/8"=1'- " SCHOOLS PINTLE UNIT REAR ELEVATION EYE UNIT ROUND CONCRETE 4" RIBBED 20 GA min PRECAST CROWN FM METAL SIDING. PAINT 4 FINAL SIGN PLACEMENT SHALL BE AGREED UPON - "TATE OLIVE". A7,1 CONCRETE 0 STEEL PIPE FILLED BETWEEN CONTRACTOR AND FRANCHISE OWNER ry MERIDIAN I DAH 0 SLOPED CAP. a T.O.CAP SIM. Lu W/CONCRETE, z SEE PLAN FOR SIZE CORROSION RESISTANCE ISSUE SCHEDULE ELEV.=7'-0"AFF ¢ O 2 -0' 4"HARDIE TRIM PAINT(PER FINISH TIES W/ENDS OF WIRE DATE DESCRIPTION BY g'_p" SIGN AREAS BENT 90 DEG.TO FORM A O.C. BOARD,TYP. SCHEDULE) (ONE SIDE) H00K NOT LESS THAN 2" 0 11 1 -6 EC! EC! 1 -6 LOGO-24"DIA=19.6 S.F. LONG ADJUSTABLE TIES DTL. 11 1/2 PRECAST CONCRETE 1D 9 1/2" T.O.WATERTABLE - „ HARDIE SIDING OVERALL STRUCTURE= „ WATER TABLE TO irs FIN.GRADE OR TOP 2 CAPSTONE TO MATCH " ELEV.=3-4 AFF MATCH BUILDING. OF PAVEMENT W/1"OVERHANG SIGN DFA�ETER 54 5F �2R DIE EMENSIDING BOARD 6 112 STONE TO MATCH BUILDING BUILDING. - - - - - I ._ — a -•--- — I :: ,::;;;;__ = 2"CAPSTONE 4"� 2"CAPSTONE T.O.SLAB -I -II i ELEV.=Y-0" I•-1 I I -- , . • . _III-I I - _ um 7a � III=I •a e_" •' _ I� I�� 4 DEEP L.E.D. 4 DEEP L.E.Q.SIGN CABINET. A7.1 � o -III +: . _�. _-III- 4 HARDIE _ .. _ _ 51GNCABINET, ATTACH TO 4x4 REVISION SCHEDULE Lu Sim. p 14 -I _a ,., UT TRIM ATTACH TO 4x4 1 2"CEMENT BOARD z ''� CQNC. FOOTING / DATE DESCRIPTION BY RIGHT SIDE ELEVATION{LEFT5IDE 0PPOSITE,SIMILAR) °. °. HARDIE 5101NG TO MATCH Lu U-iN a f o ® BUILDING O DUMPSTER ELEVATION MA DIA. BOLT 2 MACHINE BOLT ❑ 60 DIA. SIGN 10" LONG o CABINET A7 1 SCALE: 1/4"=1' 0" co P.T.2X4 P.T. 2x4 BLOCKING in °•• a. ❑ BLOCKING qz— ,, P.T.4x4 P.T.4x4 SET PROJECT NO. 2 1-25440 ��� >= �� _ AREA STONE TO 2"CAPSTON E W - SET INTO INTO CMU CELL NOTE: F2 CAPSTONE ON - FILE NAME 25440 CO DETAILS _ _ CMU CELL 5 1"OVERHAN - MATCH G :::::::.::: :::: ..:�-::.:,-::..:.. '; : :: ;:; ; PREPARE 5U BGRADE PER �, MORTAR BED 6 x4 x1 2 STL. PLATE -_=. / TMR 1 4 THICK WELDED STEEL =---- -- DRAWN BY I BUILDING --- - - - -- - -- IL REPORT RE COMM.WELDED ALL AROUND SOILS 0 C0 CAP,WELD IN FIELD. ARA TO HINGE COLLAR BOLLARD POST - _ - _ - 1 DESIGNED BY HINGE COLLAR W/GREASE - - - - 48 BAR DIA. ---- CONT.THRU-WALL FLASHING WITH REVIEWED BY FITTINGS 2 PER JAMB q],1 SCALE: 3/4"= V-0" U �� - 0 WEEP HOLES @ 24 N �� �� - LAP(MIN.] CAVITY BELOW FLASHING(TYP.)T 12"x12"x1/4" U �U ❑� _ TITLE GUSSET PLATE AT 1° EA.CORNER rn 2"CAPSTONE Wx16"x16"CMU FILLED - W/1"OVERHANG a m _ 3 #5 TRANSVERSE BAR @ 24"O.C. 3/4"0 BOLT 2'-0"W x 1'-0"T CONCRETE Lu GROUT PIPE SOLID �� = FOOTING W/(3)#5 REBAR CONT. SITE DETAILS 2"x2"x1/4"STL. STL.COLLAR WELD ALL 9'-8" 2'-2" DOWEL WITH STANDARD A.C.I. AROUND TO POST ELEVATION HOOK. MATCH VERT. BAR SIZE. ANGLE FRAME SECTION 1 SECTION 2 3 HINGE 10 MONUMENT SIGN A•7,1 SCALE: 1/2"=1'-0" q•7.1 SCALE: 1/2"= 1'-0" SHEET C4913 URBAN ROADWAY WIDTH URBAN ROADWAY WIDTH URBAN ROADWAY WIDTH URBAN ROADWAY WIDTH Z MEASURED TO HERE MEASURED TO HERE MEASURED TO HERE MEASURED TO HERE 0 301, 011 TO Ill 24 D TO 1" 30 D TO 30 D TO Ill 1I lj R 6I 24" BATTER mom /2„ R 6`l 18" BATTER 2" 8�� 2p„ BATTER 3" g', 18,E BATTER FM c0 1 24:1 SLOPE Lzn - I R 41/2" _ cs� 24:1 SLOPE Ln = 24:1 SLOPE N :: ::-:::PAVEMENT::: „ _ z PAVEMENT:; EIGIqT 1„ = z ::: ::PAVEMENT:: 31/2" R z 1„ R = z . : ; PAVEMENT',: �, 12 R w -, t0 = FM CURB AND GUTTER TYPE 1 CURB AND GUTTER TYPE 2 CURB AND GUTTER TYPE 3 CURB AND GUTTER TYPE 4 Z (SEE NOTE NO, 4) 0 0 0 Iz R 6" 1" um / " 1D" 101, 7„ 8„ F 2 1 1 8'1 = 2" 8 I I I 6" 1 11 1" 6 I I I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR 0 1/2" R 112' R ^ I�" R SUPERVISION AND T THAT II AM A DULY LICENSED REPORT WAS PREPARED BY ME OR UNDER MY DIRECT PROFESSIONAL ENGINEER UNDER THE LAWS OF THE - PAVEMENT = - - Q 1 f' R 1 R ��l �- R Q0 co 1„ R '� STATE OF MINNESOTA. PAVEMENT :-• PAVEMENT: PAVEMENT::::.° = 2 R ••: n/ � co 2 R J 1112 " R ILL r-, NO 911 111 R NOTESDATE • z CURB TYPE 1 CURB TYPE 2 CURB TYPE 3 CURB TYPE 4 CURB TYPE 5 1. TRANSITION BETWEEN DIFFERENT TYPES OVER 10 FEET . NOTE: (SEE NOTE NO. 3) (SEE NOTE NO. 3) (SEE NOTE NO. .3' ) THE CLARITY OF THESE PLANS DEPEND 2. PROVIDE 4 INCHES OF AGGREGATE BASE UNDER CURB AND GUTTER, UPON COLOR COPIES. IF THIS TEXT DOES CURB, OR GUTTER UNLESS THE CURB IS PLACED ON PAVEMENT. NOT APPEAR IN COLOR, THIS IS NOT AN J ORIGINAL PLAN SET AND MAY RESULT IN 3. PORTLAND CEMENT CONCRETE CURB OR TRAFFIC SEPARATOR ON MISINTERPRETATION. Lu ASPHALT CONCRETE PAVEMENT: THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED 1" PROVIDE A KEY IN THE PAVEMENT AT THE CENTERLINE OF THE WITHOUT PRIOR WRITTEN CONSENT. am 11/ 11 R 6„ 1 N2/1' 1 „ R CURB OR TRAFFIC SEPARATOR. SEE THE KEY DETAIL . PROJECT 2�q�� R /26p�� Z 3" CONCRETE CURBS OR TRAFFIC SEPARATORS MAY BE PINNED TO 3 30a- Mom 30 THE PAVEMENT STRUCTURE IN LIEU OF THE KEY. DRILL THE 0 _ + 3 R _ _ — 3'' R PAVEMENT AND PLACE PINS BEFORE THE CURB OR TRAFFIC CO � 35� C0a SEPARATOR IS CONSTRUCTED. SEE THE PIN DETAIL. PRIMROSE FM :+..:.::. +. u :. . PORTLAND ND CEMENT CONCRETE E CURB O IC SEPARATOR ON `.:P V T EMEN EMEN A EMEN PORTLAND CEMENT CONCRETE PAVEMENT N SCH OOLS 00 12 " 10" 4 USE AN EPDXY BONDING AGENT. NO KEY IS NEEDED. F TRAFFIC SEPARATOR TYPE 1 TRAFFIC SEPARATOR TYPE 2 GUTTER TYPE 1 ASPHALT CONCRETE CURB OR TRAFFIC SEPARATOR ON ASPHALT (n CONCRETE PAVEMENT : MERIDIAN IDAHO (SEE NOTE ND. 3) (SEE NOTE N0. 3) Z NO KEY I5 NEEDED. ENSURE THAT THE CURB IS BONDED TO THE ISSUE SCHEDULE O PAVEMENT. DATE DESCRIPTION BY NO. 3 BAR 36" LONG u FFIC SEP. PLACED EVERY 48" 4. ENSURE THAT THE GUTTER SLOPE DOES NOT EXCEED 5 PERCENT AT z 1 SHOWN TRAFFIC SEP. 6, _d„ CURB RAMPS. TYPE 1 SHOWN !L;A 5. TAPER THE LAST 6 FEET OF CURB AND GUTTER TYPES 1, 2, 3, AND 0 4 AND CURB TYPES 1 AND 2 DOWN TO A 1 INCH HEIGHT . TAPER LL3��I� CURB TYPES 3, 4, AND 5 AND TRAFFIC SEPARATORS TYPES 1 AND 2 REVISION SCHEDULE - - T A H HEIGHT AT A P DOWN O 1 INC EIG 1 1 SLOPE. DATE DESCRIPTION BY :OQ : OD: FM PAV T : AV T: .P. T EMEN EMEN •.. A V E M E•N 6. DRAWING NOT O SCALE.49 0 L► ,A 2D'� 48�� Z NO. 3 BAR URIGINAL STORED >0 KEY DETAIL PIN DETAIL SECTION A- A CURB TERMINUS DETAIL AT: ITD, cs���A� FI��, Headquarters PROJECT NO. 21-25440 (SEE NOTE ND. 3) (SEE NOTE NO. 3) (SEE NOTE NO. 5) 3311 West State [ �N`5�Q �� FILENAME 25440C0-DETAILS Boise, Idaho �� T� 9� �iqC [n� DRAWN BY TMR DESIGNED BY REVISIONS STANDARD DRAINING �� l ish 9� °' ° ° REVIEWED BY ARA SCALES SHORN IDA H O ltiAy� � ����, NO. DATE BY NO. DATE BY NO. DATE BY ARE FOR 11'' X 17'' 1 02-76 6 12-04 MSM 11 07-18 RDL PRINTS ONLY TRANSPORTATION � �, STANDARD DRAWING NO. � � �yS,a� � TITLE 2 12-90 GB 7 ❑6T05 MSM CARD FILE NAME: ������ �° � Ao�T ���� CURB AND GUTTER �� 5 �- �-�T Hof 3 09-93 MSM 8 07-10 JAW 615-1_0818.d n 4r10N � ORIGINAL SIGNED BY: KEVIN SABLAN �/� E �F � �� 4 12-94 MSM 9 11-14 RDL Lu DRAWING DATE DESIGN/TRAFFIC SERVICES ENGINEER �• LANG� 5 12 -01 MSM 10 06-17 RDL ii-APRIL, 1961 B�ISE IDAHD SHEET 1 OF 1 SITE DETAILS SHEET C1114 STRUCTURE A-3 PER PLAN W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 4.6 ICES 0.46' (DESIGN BY ENGINEER/PROVIDED BY OTHERS) ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS 4 w PROPOSED LAYOUT N N 6"ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN 0.27 12"X 12"ADS N-12 BOTTOM MANIFOLDt 99 STORMTECH SC-740 CHAMBERS (SOLID OUTSIDE BED LIMITS/SIZE TBD BY ENGINEER) INVERT 1.2"ABOVE CHAMBER BASE w o AASHTO MATERIAL COMPACTION/DENSITY w o 14 STORMTECH SC-740 END CAPS 0.36'-� z Y MATERIAL LOCATION DESCRIPTION z (SEE NOTES) 3 CLASSIFICATIONS REQUIREMENT 3 p 6 STONE ABOVE(in) w w 6 STONE BELOW(in) o U o FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS U o 12"X 12"ADS N-12 BOTTOM MANIFOLD PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOV o FROM THE TOP OF THE'C'LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. 40 %STONE VOID INVERT 1.2"ABOVE CHAMBER BASE o o INSTALLED SYSTEM VOLUME CF GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAM D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT 8 815 ( ) (SEE NOTES) FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET RO o GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. o (PERIMETER STONE INCLUDED) MAY BE PART OF THE'D'LAYER 1. 4,347 SYSTEM AREA(ft2) OUTLET CONTROL STRUCTURE A-4 PER PLAN BEGIN COMPACTIONS AFTER 12"(300 mm)OF 724 SYSTEM PERIMETER(ft) MAXIMUM OUTLET FLOW 2.0 CFS AASHTO M1451 MATERIAL OVER THE CHAMBERS IS REACHED. A-1,A-2-0,A-3 (DESIGN BY ENGINEER/PROVIDED BY OTHERS) m INITIAL FILL:FILL MATERIAL FOR LAYER'C' GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35% COMPACT ADDITIONAL LAYERS IN 6"(150 mm)MAX F m PROPOSED ELEVATIONS w w STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN.95%PROCTOR DENSITY FOR w O r O w C STONE('B'LAYER)TO 18"(450 mm)ABOVE THE OR WELL GRADED MATERIAL AND 95%RELATIVE r w w TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU DENSITY FOR PROCESSED AGGREGATE ¢ MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED): 647.00 o a AASHTO M43' 0 a MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC): 641.00 SUBBASE MAY BE A PART OF THE'C'LAYER. OF THIS LAYER. 3,357,4,467,5,56,57,6,67,68,7,78,8,89, MATERIALS.ROLLER GROSS VEHICLE WEIGHT - 9,10 NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC): 640.50 I w FORCE NOT TO EXCEED 20,000 Ibs(89 kN). w MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT): 640.50 z EMBEDMENT STONE:FILL SURROUNDING THE z z MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT): 640.50 z AASHTO M431 i p w B CHAMBERS FROM THE FOUNDATION STONE('A' CLEAN,CRUSHED,ANGULAR STONE NO COMPACTION REQUIRED. o w TOP OF STONE: 639.50 F W. 3,357,4,467,5,56,57 F z z c LAYER)TO THE C'LAYER ABOVE. a TOP OF SC-740 CHAMBER: 639.00 o w W.a 12"TOP MANIFOLD INVERT: 637.54 o w m FOUNDATION STONE:FILL BELOW CHAMBERS 1 in y i; AASHTO M43 PLATE COMPACTOR ROLL TO ACHIEVE A FLAT W A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE o 12"BOTTOM MANIFOLD INVERT: 636.60 �`i =0 3,357,4,467,5,56,57 SURFACE." o OF THE CHAMBER. 24"ISOLATOR ROW INVERT: 636.51 o o BOTTOM OF SC-740 CHAMBER: 636.50 a a PLEASE NOTE: <a UNDERDRAIN INVERT: 636.00 u xr a xr a xr a m o 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, JJ.J.J]y o BOTTOM OF STONE: 636.00 ANGULAR NO.4(AASHTO M43)STONE". o g x xxtxtxtxtxtu ag Y #xtxxtxtxtxtxt ag 0.19' � �w 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. c+ p w w 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION G 3 # 0 3 EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. '� '� '� 3; o ag o ag > a ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL > a W ik Yk it Yk it Yk it O W YG it Yk it Yk it Yk p io AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS PAVEMENT LAYER(DESIGNED U) NOTES n B 0.a BY SITE DESIGN ENGINEER) a • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER.SEE fD 5 w z w E TECH SHEET#7 FOR MANIFOLD SIZING GUIDANCE. b o • o w \\ \\ \\\\ \\ \\\\ ��\��\\� ��\��\\�� \\��\ • DUE THEADAPTATI N OF CHAMBER SYSTEM SPECIFIC SITE v 16 = o Z.J PERIMETER STONE ��\���\\\\\\\\\\�\��\\\�\\\ \\\\\\\\��\\��\\\�\ \���\�� �������\�\�\\� D��\������ "TO BOTTOM OF FLEXIBLE PAVEMENT.FOR UNPAVED \� 8' • �� EIGH I U O O O S C S S O S C C S 0 _w w F /!� �j )J i/I� r \ ) \�\ } )j INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, y _ 3' (SEE NOTE 6) \ \ \ \ \ INCREASE COVER TO 24'BOO mm. 18' 2.4m w w AND DESIGN CONSTRAINTS,IT MAY BE NECESSARY TO CUT AND COUPLE d G w _ii II,�_Ji Il,�Ji I1,�L u,�ii II,�_Ji L u,�ii II,�_Ji Il,�J 1,�L u,�ii II,�ii II_Ji I1;�_b u,�ii C 11 Ji I I,�_61I J - - - - - -1 - - I� (450 mm)MIN* (MAX) 3 r w ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. = IS y w 6"(150 mm)MIN = o y O • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC- w a �- w a INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY.THE SITE o ,�, o DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY I rc o a EXCAVATION WALL o © o a - o (CAN BE SLOPED OR VERTICAL) - 30" -- o OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU g w a II g w SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED �� III (760 mm) N w o o o ° 1 I1=1 ® ® ® ® ® � �o ONCE THIS INFORMATION IS PROVIDED. L 1 III- L "- • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF STRUCTURE A-2 PER PLAN rc m u11=111 rc o; ci II-III 11III-III - - NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER (DESIGN BY ENGINEER PROVIDED BY OTHERS) m W. -III 11=III-I REQUIREMENTS ARE MET. °o z =111� n II1=1I1=1 _ - - _ _ _ _ _ A - - _ o & z I=III=1 III=III=1 -III=III 11�III=III_ _ _ ___ - _- _= =III-III III III-III-III-III-III=III-III-III III-III-, z • THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE F� o ci .I I� III-III-I I-III-III _-I III-III -III-I I I-I Iy -I I-I11=1I1=1I1=1I1=1 = _ _ _ _ III-III - - o G _ _ _ III III-I -I� - �I-III-III-III-I �I -� DEPTH OF STONE TO BE DETERMINED a o CHAMBERS TO N F o =111= III 1I - "'� III r1 rll II II rl ITl l _III-1 ,III, = -1 -1 1=1 -1 -1 -1 I, III-1 I. 1 p o • THE SITE DESIGNHENGINEIER MUST REVIEW THE IPROXIM PROXIMITY OF OF o p ( ) ]�II~ END CAP SUBGRADE SOILS 150 mm MIN �II1-r1151�(�295 mm„ _I r BY SITE DESIGN ENGINEER 6 (150 mm)MIN O POSSIBLE SATURATED SOILS ON THE RETAINING WALL'S INTEGRITY. a I� o E o w 12" 300 mm MIN ) 12"(300 mm)TYP o CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE j m °�a (SEE NOTE 4) ( ) >N rc SATURATED SOILS ON THE SLOPE'S INTEGRITY. I m M "1 o w NOTES: m 0 o w • THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE Z s Z " um CHAMBERS TO THE BUILDING/STRUCTURE.NO FOUNDATION LOADS ¢_ z ¢_ z SHALL BE TRANSMITTED TO THE CHAMBERS.THE SITE DESIGN w O 100 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", w O o 0 ENGINEER MUST CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS D¢ o, OR ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". ¢ o w ON BEARING CAPACITY OF SOILS AND SEEPAGE INTO BASEMENTS. o z o z a w 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION 't w�^ a= ow CHAMBERS". _ ow I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O z a wo 3. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL _ o REPORT WAS PREPARED BY ME OR UNDER MY DIRECT ISOLATOR ROW 12 X 12"ADS N-12 BOTTOM MANIFOLD - MATERIALS. _(SEE DETAIL) INVERTI.2"ABOVECHAMBERBASE m'w m� SUPERVISION AND THAT I AM A DULY LICENSED (SEE NOTES) =0 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE =o PROFESSIONAL ENGINEER UNDER THE LAWS OF THE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 24" PREFABRICATED END CAP, PART# SC740EPE24B 0.55' o z z 6"ADS N-12 DUAL WALL SOLID HDPE UNDERDRAIN STATE OF M I N N ESOTA. TYP OF ALL SC-740 24" CONNECTIONS AND (SOLID OUTSIDE BED LIMITS/SIZE TBD BY ENGINEER) = o 1.1 ° 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. o d ISOLATOR ROWS 6. ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL STRUCTURE A-1 PER PLAN W/ELEVATED BYPASS MANIFOLD 0.65' 12"X 12"ADS N-12 TOP MANIFOLD SHEET REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. SHEET MAXIMUM INLET FLOW 2.3 ICES INVERT 12.5"ABOVE CHAMBER BASE (DESIGN BY ENGINEER/PROVIDED BY OTHERS) (SEE NOTES) 01 OF DATE LIC. NO. z UNDERDRAIN DETAIL SC-740 TECHNICAL SPECIFICATION NOTE: NTS NTS THE CLARITY OF THESE PLANS DEPEND y STORMTECH STORMTECH '-' CHAMBERS STORMTECH CHAMBER COVER ENTIRE ISOLATOR ROW WITH ADS o 0 GEOSYNTHETICS601TNON-WOVENGEOTEXTILE z Y o END CAP 3 U o UPON COLOR COPIES. IF THIS TEXT DOES 8'(2.4 m)MIN WIDE OPTIONAL INSPECTION PORT _ OUTLET MANIFOLD 90.7"(2304 mm)ACTUAL LENGTH 85.4"(2169 mm)INSTALLED LENGTH = U NOT APPEAR IN COLOR, THIS IS NOT AN SC-740 CHAMBER o U mi o a BUILD ROW IN THIS DIRECTION O U o STORMTECHHIGHLYRECOMMENDS o o ORIGINAL PLAN SET AND MAY RESULT IN FLEXSTORM PURE INSERTS IN ANY UPSTREAM o o MISINTERPRETATION. W STRUCTURES WITH OPEN GRATES d a yrSairsyi,,oir;ysyi,.vyir;>r,Syirs�ps>rsyirs Yrs�bsyirFair'i irsYsyisyirsYsyi,,vyirsYs Yr:absyis�ir;>rsyir - - - - - - o o - - - - - - - FOUNDATION STONE 4t oSv'r��'ag�>'6v,I��SI�>n6vs�n�ioo�s�n�in6`i,�'rr�.o1i,'6��nov,'.I"'.I�nov,I��S�>nv,: vrrov,I��S�io6vs�n.:>rrS BENEATH CHAMBERS ,r�„ - sw: - - - - - - - - - - - - - - - - - - - - - - - - - - - THIS DOCUMENT IS THE PROPERTY OF I & S GROUP START END - yriS9ri$YiSlri:9`Yic lriSri.F9rvapc>ri.F jvyriS jrrF9rc9rr':Sri.F9oSgr$9rF9o,:'>rrFYrSryri.:y rio lri>r.F9n.F9o�yi.F>o`yi� U U / / / / INC. AND MAY NOT BE USED COPIED OR DUPLICATED w ftt w rrr u,�rru �ovrr.2g�r3,;rrSvrc,,rr.Z�rr.2v: SC-740 END CAP � //////// / / 3 rSgrr6v„S :v,,.: :v,,.: .:>rrs vrs>rr.:v,,.: :v„o - - - - - \ \ \ \ \ _,,rr.:,rr,;,y,.vrr.:�,,r,:,;r,.:�r.:�,,r.:vr,,;,,r ,;r,,:,,r ,,rr-. �,rr,:rr �,rr,:gro ,z':"„-:"�',"�':"„-:" J' "„-J '1�--'L';_'g�z'1�--'L'�;_'g�z�1�--'L'r_'S' „- ..fro>rrc�rogro�,rr..>rc�,r,a,rr..�- ¢ � / / ¢ � WITHOUT PRIOR WRITTEN CONSENT. a Lu ADS GEOSYNTHETICS 601T o a -'-'- -'- OVERLAP NEXT CHAMBER HERE SECTION A-A O a NON-WOVEN GEOTEXTILE DUAL WALL a PERFORATED (OVER SMALL CORRUGATION) CATCH BASIN i HDPE ww . PROJECT zz STORMTECH UNDERDRAIN Uz OR z w END CAP o w MANHOLE F ow. F �rc rc oo U wK U wK SUMP DEPTH TBD BY 'G'-. - o w w B B o m w SITE DESIGN ENGINEER _0 F� (24"[600 mm]MIN RECOMMENDED) 24" 600 mm HDPE ACCESS PIPE REQUIRED TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN p y A FOUNDATION STONE F N ( ) BENEATH CHAMBERS 29.3" 30.m PRIMROSE USE FACTORY PRE-FABRICATED END CAP GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS u.a.a.a y o (744 mm) o o (762 mm) _ _ _ w o PART#:SC740EPE24B 5'(1.5 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ////\//\ \ /\//\// Y # # a g z # # A ADS GEOSYNTHETICS 601T \/%\\/%\ \ \ \ \ z p SC-740 ISOLATOR ROW DETAIL 3 wy NON-WOVEN GEOTEXTILE \/j\/j\/j\//\//\/ 3 0 NTS ����� w NTS il5 12.2" I 145.9"(1166 mm) 51.0" o p g NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER (310 mm) �I I` (1295 mm) > =a 4"(100 mm)TYP FOR SC-310&SC-160LP SYSTEMS SECTION B-B > W # o, SCHOOLS 6"(150 mm)TYP FOR SC-740,DC-780,MC-3500&MC-4500 SYSTEMS a NOMINAL CHAMBER SPECIFICATIONS 0� z a SIZE(W X H X INSTALLED LENGTH) 51.0"X 30.0"X 85.4" (1295 mm X 762 mm X 2169 mm) z< 5 w CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m') a w INSPECTION&MAINTENANCE g w MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 m') g o w f W. w a WEIGHT 75.0 Ibs. (33.6 kg) 1 -w w< STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT G w w A A G 1, w o - *ASSUMES 6"(152 mm)STONE ABOVE,BELOW,AND BETWEEN CHAMBERS 3 - A. INSPECTION PORTS(IF PRESENT) H o y � H o y B A.I. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN w a w a A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED rc o a o o A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG _- I 1._- A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) g " m 0 1 m o MERIDIAN I D A H 0 A.5. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. L g a L rc a B. ALL ISOLATOR ROWS m w B a m W'w B.I. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW & m d PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" rc m rc d B.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE o m o PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T" C 10 . o ISSUE SCHEDULE i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY DI Z.�' PRE-CORED END CAPS END WITH"PC" Z._ O ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE o a o a DATE DESCRIPTION BY B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. W o PART# STUB A B C m o g a SC740EPE06T/SC740EPE06TPC 18.5"(470 mm) d 6"(150 mm) 10.9"(277 mm) STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS W. SC740EPE06B/SC740EPEO6BPC --- 0.5"(13 mm) m p A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED >N a > u i w SC740EPE08T/SC740EPE08TPC 16.5"(419 mm) --- >N B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN m M o w 8"(200 mm) 12.2"(310 mm) m M o w C. VACUUM STRUCTURE SUMP AS REQUIRED Z v �w SC740EPE08B/SC740EPE08BPC --- 0.6"(15 mm) Z v w 2_ 2? SC740EPE10T/SC740EPE10TPC 14.5"(368 mm) ___ _ Z. O o 10"(250 mm) 13.4"(340 mm) w 0 0 0 STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. D o z° SC740EPE10B/SC740EPE1OBPC --- 0.7"(18 mm) �o z o w SC740EPE12T/SC740EPE12TPC 12.5"(318 mm) ___ w o w STEP 4 INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. ¢ y z 12"(300 mm) 14.7"(373 mm) ¢ o z O o SC740EPE12B/SC740EPE12BPC --- 1.2"(30 mm) a m w a= o z SC740EPE15T/SC740EPE15TPC 15"(375 mm) 18.4"(467 mm) 9.0"(229 mm) --- a= o NOTES < SC740EPE15B/SC740EPE15BPC --- 1.3"(33 mm) w _ SC740EPE18T/SC740EPE18TPC 5.0"(127 mm) --- - 18"(450 mm) 19.7"(500 mm) - 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS SC740EPE18B/SC740EPE186PC --- 1.6"(41 mm) zw OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. <o um SC740EPE24B* 24"(600 mm) 18.5"(470 mm) 0.1"(3 mm) a o 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. z ALL STUBS,EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF z REVISION SCHEDULE m THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 3 N 1-888-892-2694. DATE DESCRIPTION BY *FOR THE SC740EPE24B THE 24"(600 mm)STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75"(44 mm). .t O SHEET BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. SHEET OF NOTE:ALL DIMENSIONS ARE NOMINAL OF STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM NOTES FOR CONSTRUCTION EQUIPMENT 1. CHAMBERS SHALL BE STORMTECH SC-740 OR SC-310. 1. STORMTECH SC-310&SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A 1. STORMTECH SC-310&SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION PROJECT NO. 21-25440 PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. GUIDE". 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS. 2. STORMTECH SC-310&SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH SC-310/SC-740/SC-780 CONSTRUCTION 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310&SC-740 CHAMBERS IS LIMITED: FILE NAMESTORAGE DETAILS 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT GUIDE". • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. DRAWN BY TM R WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. • NO RUBBER TIRED LOADERS,DUMP TRUCKS,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. WITH THE"STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 4. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL,AND THE INSTALLATION REQUIREMENTS SHALL ENSURE STORMTECH RECOMMENDS 3 BACKFILL METHODS: • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE"STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". DESIGNED BY ARA THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO_RFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR:1) • STONESHOOTER LOCATED OFF THE CHAMBER BED. LONG-DURATION DEAD LOADS AND 2)SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. 3. FULL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. REVIEWED BY ---- FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN 5. CHAMBERS SHALL MEET ASTM F2922(POLYETHYLENE)OR ASTM F2418-16(POLYPROPYLENE),"STANDARD SPECIFICATION FOR 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. ACCEPTABLE BACKFILL METHOD.ANY CHAMBERS DAMAGED BY THE"DUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". STANDARD WARRANTY. TITLE 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 6. MAINTAIN MINIMUM-6"(150 mm)SPACING BETWEEN THE CHAMBER ROWS. 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED.THE CHAMBER MANUFACTURER SHALL 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE 3/4-2"(20-50 mm). SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE 8 THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN PROJECT SITE: ENGINEER. uj a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY g ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT"INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE SITE DETAILS FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET.THE 50 YEAR CREEP PROJECT INFORMATION MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. ENGINEERED JAKE BRUNOEHLER om PRODUCT 262-794-2306 C. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED. MANAGER: JAKE.BRUNOEHLER ADS-PIPE.COM THEO TAYLOR 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. ADS SALES REP: 608-518-1254 TH EO.TAYLOR@ADS-P I PE.COM PROJECT NO: S063066 SHEET C815 HYDRANT COVERAGE LEGEND R250'�/ —� z 0 I V II v FT - - - - - - _ - _ - - - - - - _ - _ - _ _ _ - - _ - _ _ _ EIG "T_ _ �� LL _ _ _ - _ _ _ - _ - _ - _ j j III EXISTING HYDRANT U) _ \ — PARKING SETBACK(TYP) R1 OO ILI r- V �/ I \4` << << << << << \XT X X X X X�X X� � I �\ x L x \ LL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED -X x I PROPOSED HYDRANT PROFESSIONAL ENGINEER UNDER THE LAWS OF THE Z STATE OF MINNESOTA. I I ' A x L J � II >= I � I x x DATE LIC. NO. X x z NOTE: X \ I THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN J ORIGINAL PLAN SET AND MAY RESULT IN \ MISINTERPRETATION. W I / x THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, / 1 I�T� INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. am n _ / � I \ PROJECT z O / A x i PRIMROSE � II FDC LOCATION u SCHOOLS Ax A I MERIDIAN IDAHO II I Z A w cD x — ISSUE SCHEDULE A S DATE DESCRIPTION BY O _ X I u I ' » > X h II rrn UE UE UE x UE Lu UE U UE c7 x G G G G /GI G G II O W IL REVISION SCHEDULE �89 _ DATE DESCRIPTION BY &Oki (If O 2590 7�__I ' j 1 IR- - IR- -�--S — IR IR— - - - O PROJECT NO. 21-25440 >= ___________ FILE NAME 25440 C3-SITE ------------- - --\---\---\ ----_--- _ —2589-- _—_— — DRAWN BY TMR 1 �l DESIGNED BY ARA - - UT - - T -- -�— T - - - - - UT - - - - UT - - - - - UT �UT�� - - UI - UT - - REVIEWED BY RJA 2588- — G — — — — G — — — — — G — — — — G — — — — — G — — — — — — — — — I 10'PUBLIC UTILITIES,CITY OF MERIDIAN STREET LIGHT,HOMEOWNER'S ASSOCIATION PRESSURIZED 18.75'LANDSCAPE EASEMENT IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18 AND 20 TITLE SPECIAL EXCEPTION NO.18 - 2589- 2 FIRE TRUCK mi WEST MCM/LL/AN ROAD © ACCESS AND W HYDRANT OC COVERAGE PLAN a 0 20 40 SHEET SCALE IN FEET C820 EROSION CONTROL LEGEND SYMBOL DESCRIPTION PC PERIMETER CONTROL z I 0 o 0 000 O ROCK CONSTRUCTION EXIT v I FM I I II CONCRETE WASHOUT AREA -� __ _______________________________________________________________________________________________o-____--___-_ OC - - - - -I - - G - - — EXISTING DRAINAGE ARROW EIGHT II FM I I II — 101 EXISTING CONTOUR(MINOR INTERVAL) z Iskp -100- - - EXISTING CONTOUR(MAJOR INTERVAL) �£ PC -PC------ -----PC------ PC PC PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. 25s7 I li V I I I SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. 0 O�0 I I NOTE:EROSION CONTROL PLAN COVERAGE INCLUDES ELECTRIC,GAS,TELEPHONE,AND CABLE 0 o I INSTALLATION.EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS PLAN,INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION Lim a I I 0 0 c�i I OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF o 0 0 EACH UTILITY. FM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT O SUPERVISION AND THAT I AM A DULY LICENSED o \ I PROFESSIONAL ENGINEER UNDER THE LAWS OF THE 2� STATE OF MINNESOTA. UIrn \ I I I PERIMETER CONTROL = 908 LF DATE LIC. NO. I / � I I o I I EXISTING CONTOUR,TYP-\ v I a I I I o I I o NOTE: THE CLARITY OF THESE PLANS DEPEND I%h I I i I UPON COLOR COPIES. IF THIS TEXT DOES I� NOT APPEAR IN COLOR, THIS IS NOT AN J I ORIGINAL PLAN SET AND MAY RESULT IN V / I a I I MISINTERPRETATION. Lu o 1 THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. c� — W PROJECT o PRIMROSE FM 000o0 D _ SCHOOLS I fi I Ix o FM � \ I d I ; MERIDIAN IDAHO zISSUE SCHEDULE DATE DESCRIPTION BY O u Lij o I � I I Lim REVISION SCHEDULE —2589 I I DATE DESCRIPTION BYFM 2590- I 0 -2591 tT o IR— IR— — O — — IR— — — --SIR— IR— - -------------- -------------------- -------- 2590 PROJECT NO. 21-25440 IR— FILE NAME 25440 C1-SWPPP od od �d �d 7d �------------------------ ----------- —2589— ----- DRAWN BY TMR — _ _ DESIGNED BY ARA — UT - - - - - - - - - - - - - - - - - - UT - - UT - - - T - - - - - UT - - — UT - - - ���UT��- - - UT - - - - - UT REVIEWED BY RJA 2588- - - - - - - - - - G - - - - - G - - - - - G - - G - - - - - G - - - - - G — - - - G - - - - - G - - - - G - - - - - G — — — — — — — — — G — — — — — G - - - - 7G G - -_- - - G 10'PUBLIC UTILITIES,CITY OF MERIDIAN STREET 18.75'LANDSCAPE EASEMENT LIGHT,HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE EASEMENT SPECIAL EXCEPTION NO.18AND 20 TITLE SPECIAL EXCEPTION N0.18 2589 TEMPORARY J- - - I - - - - - , - - - - - , - - - - , - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - - - I - - - WEST MCM/LL/AN ROAD © EROSION & L� SEDIMENT CONTROL PLAN a 0 20 40 SHEET SCALE IN FEET C900 Z 5'TEE POST AT 5-4'MAX O SPACING NATIVE 10, 2 Fm GEOTEXTILE FABRIC MATERIAL LOOSEN AS NEEDED SO THAT ENTRANCE IS NOT COMPACTED, REPLACE/CLEAN FABRIC ANCHORAGE TRENCH I I AGGREGATE ONCE DIRTY N BACKFILL WITH TAMPED NATURAL w SOIL PC'� MEIGHT INIMUM 10 MIL THICK C�3 DIRECTION OF KPLASTIC SHEETING OR .RUNOFF FLOW Q�Q' o O�o 5'X10'X3'CONCRETE APPROVED EQUAL O O OU) 1 �\�� WASHOUT AREA 1'DEEP IMPERVIOUS m 6 ���V���� CLAY LINERMIN OO O O O O O O SILT FENCES TO BE CONSTRUCTED � MANHOLES ON DOWNHILL SIDE OF ALL MnDOT STANDARD i O O O O O SPECIFICATION 3733 TYPE V � PERMEABLE GEOTEXTILE OU o FABRIC BENEATH ROCK OR SLASH MULCH0 NOTES: LL 18" HIGH (MIN) CUT OFF BERM TO MINIMIZE RUNOFF FROM LEAVING SITE EXTEND SILT CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA. FENCE FROM EITHER SIDE OF BERM AS NEEDED Fm I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR O CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75%CAPACITY. REPORT WAS PREPARED BY ME OR UNDER MY DIRECT 6" MINIMUM DEPTH OF 1" SUPERVISION AND THAT I AM A DULY LICENSED WASHOUT AREA SHALL NOT BE PLACED WITHIN 50'OF STORM DRAINS,OPEN DITCHES OR BODIES OF WATER. TO 2" CRUSHED ROCK OR PROFESSIONAL ENGINEER UNDER THE LAWS OF THESLASH MULCH STATE OF MINNESOTA. CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING. >= WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE. w DATE LIC. NO. z SILT FENCE CONCRETE WASHOUT STABILIZED CONSTRUCTION EXIT NOTE: NTS NTS NTS THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN J ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. Lu THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. am PROJECT z O PRIMROSE Fm u SCHOOLS w H MERIDIAN IDAHO ci) Z ISSUE SCHEDULE O DATE DESCRIPTION BY u w O u REVISION SCHEDULE F DATE DESCRIPTION BY O z >= PROJECT NO. 2 1-25440 FILE NAME 25440 Cl-SWPPP DRAWN BY TMR DESIGNED BY ARA REVIEWED BY RJA z TITLE EROSION & J SEDIMENT W CONTROL NOTES AND DETAILS a SHEET C901