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Application Charlene Way From:clerk@meridiancity.org Sent:Thursday, April 15, 2021 8:04 AM To:Charlene Way Subject:Development Application Transmittals - Cache Creek Subdivision FP-2021-0028 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Cache Creek Subdivision FP-2021-0028 Hearing Date: May 11th Assigned Planner: Alan Tiefenbach 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 Hearing Date: May 11, 2021 Planner: Alan Tiefenbach File No.: FP-2021-0028 Project Name: Cache Creek Subdivision Final Plat Request:  Final plat consisting of 41 building lots and 6 common lots on 13.99 acres of land in the R-4 zoning district, by Schultz Development, LLC. Location: The site is located on the northwest corner of E. Victory Rd. and S. Locust Grove Rd. in the SE ¼ of Section 19, Township 3N., Range 1E. Planning Division 111 �1 HEARING APPLICATION Type of Review Requested Final Plat File number: FP-2021-0028 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicant name: MATT SCHULTZ, SCHULTZ DEVELOPMENT LLC Phone: 208-880-1695 Applicant address: P.O. BOX 1115, MERIDIAN, ID 83680 Email: schultzdevelopment@yahoo.com Owner name: COREY BARTON, OPEN DOOR RENTALS, LLC Phone: Fax: Owner address: 1977 E. OVERLAND RD., MERIDIAN, ID 83642 Email: cbarton@cbhhomes.com Agent name(e.g.architect,engineer,developer,representative): MATT SCHULTZ Firmname: SCHULTZ DEVELOPMENT LLC Phone: 208-880-1695 Fax: Address: P.O. BOX 1115 Email: schultzdevelopment@yahoo.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): R4814130025 Township,range,section: 3N1 E19 Project Description Project/Application Name: Cache Creek Subdivision Description of work: Final Plat for 41 Building Lots and 6 Common Lots in R-4 Zone. narrative attached 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0518 TYPE OF USE PROPOSED Residential: CHECKED Office: UNCHECKED Commercial: UNCHECKED Employment: UNCHECKED Industrial: UNCHECKED Single-Family Detached: CHECKED Single-Family Attached: UNCHECKED Townhouse: UNCHECKED Duplex: UNCHECKED Multi-Family: UNCHECKED Vertically Integrated: UNCHECKED PROPERTY INFORMATION General Location: NW Corner of Locust Grove and Victory Current Land Use: 2 Homes and Pastures Total Acreage: 13.99 Prior Approvals(File Numbers): H-2020-0105 ZONING DISTRICT(S) R-2: UNCHECKED R-4: CHECKED R-8: UNCHECKED R-15: UNCHECKED R-40: UNCHECKED C-N: UNCHECKED C-C: UNCHECKED C-G: UNCHECKED L-O: UNCHECKED M-E: UNCHECKED H-E: UNCHECKED I-L: UNCHECKED I-H: UNCHECKED O-T: UNCHECKED TN-C: UNCHECKED TN-R: UNCHECKED County: UNCHECKED PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 02/10/2021 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Who will own and Maintain the Pressurized Irrigation System in this Development: NMID Irrigation District: NMID Primary Irrigation Source: NMID Secondary Irrigation Source: City Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 115,000 SF Minimum Square Footage of Living Area(Excluding Garage): 1,800 Gross Density: 2.93 Net Density: 4.86 In Reclaimed Water Buffer: No PLATS ONLY Number of Building Lots: 41 Number of Common Lots: 6 Total Number of Lots: 47 I understand a secondary access is required and a separate easement application has CHECKED been applied for: If secondary access has already been constructed with previous phase,please 2 stub street accesses provided from Cabella explain.: Creek Sub to the west Minimum Lot Size: 8,003 Average Lot Size: 8,959 Area of Plat: 13.99 Plat Date(MM/DD/YYYY): 04/02/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Community Garden: UNCHECKED Ponds or Water Features: UNCHECKED Plaza(s): UNCHECKED Additions to Public Park: UNCHECKED Collector Street Buffer(s): UNCHECKED Arterial Street Buffer(s): UNCHECKED Parkways: CHECKED 10'Parkway Along Arterials: UNCHECKED Stormwater Detention Facilities: UNCHECKED Open Water Ponds: UNCHECKED Acres of Qualified Open Space: 2.23 acres Percentage of Qualified Open Space: 15.9 QUALIFYING SITE AMENITIES Clubhouse: UNCHECKED Fitness Facilities: UNCHECKED Enclosed Bike Storage: UNCHECKED Public Art: UNCHECKED Picnic Area: UNCHECKED 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 Additional 5%Open Space: UNCHECKED Communication Infrastructure: UNCHECKED Dog Owner Facilities: UNCHECKED Neighborhood Business Center: UNCHECKED Swimming Pool: UNCHECKED Children's Play Structure: CHECKED Sports Courts: UNCHECKED Pedestrian or Bicycle Circulation System: UNCHECKED Transit Stop: UNCHECKED Park and Ride Lot: UNCHECKED Walking Trails: CHECKED Open Grassy Area(min.50'x 100)-Multi-Family: UNCHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Matt Schultz 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 7 April 5, 2021 Mayor Robert Simison and City Council City of Meridian 33 E. Broadway Street Meridian, ID 83642 RE: Cache Creek Subdivision Final Plat Submittal Dear Honorable Mayor and City Council Members, On behalf of Challenger Development, Inc.,this letter is to accompany the Final Plat submittal for the Cache Creek Subdivision. The Annexation and Preliminary Plat applications were approved on February 2, 2021 (H-2020-0105) The submitted final plat on 13.99 acres for 41 building lots and 6 common lots in an R-4 zone substantially conforms to annexation,preliminary plat, and development agreement conditions. The submitted final plat, development plans, and landscape plans conform to the UDC and all applicable engineering, architectural, and surveying practices and local standards. We have coordinated with the storm drain retention area design with ACHD for the Victory Road and Locust Grove Road widening project scheduled for 2022. We will construct and landscape the pond with our plat and ACHD will reimburse a percentage through ACHD impact fee credits. Sincerely, Matt Schultz Schultz Development LLC Project Manager Attachments N V 5 Delivering Solutions Improving Lives February 18, 2021 Warren Stewart, City Engineer City of Meridian Public Works 33 E. Broadway Meridian, Id 83642 RE: Cache Creek Subdivision Dear Warren: I am writing this letter to state that the street finished grade (at centerline) for the above- mentioned subdivision is a minitnum of 36"abovc the highest known groundwater elevation. If you have any questions, please contact me at 208.275.8704. Thank you, CL o O5 Matt M Munger,P.E. Director, Land Development 690 S. Industiy Way, Suite 10-Meridian,Idaho 83642—Phone(208)275-8704—Fax(208)342-5353 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA } 0Pe-'i 000f Xp't lS I, Cosel� ) s<t�>, l9 7 C- . D� ~ ��d ad (name) (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: (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 c day of 20 dO 1 (Signature) SUBSCRIBED AND SWORN to before me the'day and year first above written. U , (Notary Public for I • 's Residing at: Mail, MY COMMISSION — CXPlRESQ-5-2Q22 ; L�C6.�O — My Commission Expires: 70 '�910N WOO /f//1111IlllilW.Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)887-2211 • Facsimile: (208)887-1297 9 Website:www.meridiancity.orp AFFIDAVIT OF LEGAL INTEREST STATE OF EDAHO ) 1 COUNTY OF A.DA I _ r" Q., (name) (address) sr F 'r-� r r - (city) (state) being first duiy s`vorn upon, oath,depose and say-: I, That I ani the record owner of the property described on the attached, and 1. grant my- permission to: (name) (address) to submit the accompanying applications)pertaining to that property. �. I agree to indemnify. defend and hold the City of Nleridian and its ernployees harr�iless from any claim or liability resulting from any dispute as to the statemenis contained herein or as to the ownership of the property which is the subject of the application_ 3. 1 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 24 day of 4 iA i 10 � (silk nature) SUBSCRIBED A'v'D SWORN to before me the day and year first above written. � C HUESC3( otary Public for Idaho) COMM(S5lON#20190212 NOTARY PUBLIC Residing at: STATE OF IDAHO A r 11lY COMtit15SICN EXa,RE +��r sr'025 lv Commission Expires: ilZ,l�l y l��s t i I,E.Broadway Avenue_Suite.IO2 . Meridian.Idaho 1364" Phone: (208)987?3 t 1 • Facsimile: 1=0R)887-1^97 . W'c6siie:waw.meridiancii xtrg ADA COUNTY STREET NAME REVIEW Preliminary Plat eX Review Date: September 30, 2020 Final Plat Project Name: Cache Creek Sub T/R/S 3N 1E 19 Parcel Number(s): R4814130025, R4814130000, R4814130150 Project/Plat Applicant: Shultz Development Phone No: (208) 880-1695 City/County Agency: Ada County-MAGI THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT S BAILEY WAY E LOGGERS PASS ST E SAGEMOOR ST S LOCUST GROVE RD v cn > o o � v Ai o Q c v Proposed Street Names: u a o Ln m Comments 1 E LOGGERS PASS ST X 2 E SAGEMOOR ST X 3 S SPRINGBAR AVE Use Way.Out of alignment/too angled,needs new name 4 S VELVET FALLS AVE Out of alignment/too angled, needs new name UNNAMED SOUTHMOST STREET 5 (RUNNING E/W) B E Needs to be named,aligns with Observation 6 7 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Existing street LOCUST GROVE RD should be S LOCUST GROVE RD Replace S SPRINGBAR AVE with a NEW UNIQUE NAME Replace S VELVET FALLS AVE with a NEW UNIQUE NAME Replace the UNNAMED SOUTHMOST STREET (RUNNING E/W) with E OBSERVATION ST NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 1 of 1 S Weber RaAp•Ide Place ace• L 1 aSyJe� ^ E-E tc tree_ ------ t-- ------------- --- -- -- a T N A Singlenook, + . �` r m—S S Avenue t Pnny, E-Fireside Drive !G w . Vb 1 � N t+- \ \dy � • i. � /d//�� -� _ __— •.� i. EHorse —E-Horse Creek-C oust - T v CreekeStreet fillEYd a �n�.. a y _ y \I e^eLC ^�(�La�lj •-• —'- i. .f... .- '� u•_II E 6_ - 1 _ E' LI ME E Dworshak-Drive—jli�J IF " E Lake Creek Street y1111111-m-. y m 20y i > (P MF ELoggers Pass Stir eet• A PA430 m 0 _ tik:� E-Lake-Creek-Drive— NOT E Falling branch ; -----• ' ELoggers Pass-Street- `N --; -- -_ i• Y - ; .. - _ � PIZ,- R court T-�1--t- 't--• - - -- 3Nt } - I Sacier ♦ rtE, E Mackay-Drive Bay Way w ;Oakbrook CO i to-,I V Mackay-A)riv `- _` i a E > ' m E oest Ridge Court Sa emoor j � - ' •'' -lk' S�� ; d, Street . ; IglooLV - _ r. j . .• 'U e E'g R'rS Grimes♦m Moor'p�ive . yo mA Creek N041 ' _ - • mm 1 r '• Bar,Avenue Io - Avenue " y�. v- y _015servation-Street r� ' N�1' 1 n `gaH Way �� ' �,s ' _ E Powder 1 ''ti1 rilbr. - I!r r Signorelloal?•�a N River Drive �iGa•i- 1 ; •i �i��:_.> ara�l � f i L �n ��1�J E Victory Road ' ' E-Pi -'t-_-^----_-------'t-- •` E,F.ahorn.SNee-t Flats Street E Whiskey enzay �� ----t' --- � '`S Caesar � � 3�� •'. ' ; l �� ` i Place 1 �■ : 1 �'!� - I1 t•. �. ' 1 ' ESpringloyd-Street Q �i c im i. i .3R- a++ld �� IF —30—. off` N d? :a�] £�_; R E'Italy o Streeter l FItaly-StreetT 1 mc - i--- .�I -r'.� �'--�-- --- --y--- ------ --- y __ i E Coastlin-Streela ` Bo18 ardwalk l t E Ip Row Drive r E-Pistioa-Drive---��--� i i m o a : �•':. ' Ese,en/e Bau sl�aESerchioTr ' 1 1 I CI) ,ni,a' Co y Street This map is made from data copyrighted by Ada 1 inch=400 feet County.Ada County shall not be liable for .4�. ADA COUNTY ASSESSOR inaccuracies or misuse of this map. Maps Land Records Division bearing this disclaimer may be photocopied freely. Geographic Information Systems However,use in any digital form requires the w ID 837 written permission of Ada County. 190 E.Front 2 107 Boise,D 3702 xREF INDEX A PRELIMINARY PLAT OF., CACHE CREED SUBDIVISION a A PORTION OF LOTS 1,2&7 BLOCK 1 OF KACHINA ESTATES SUBDIVISION m ' A CORNER 19 20 SITUATED IN THE SEJ OF SECTION 19, T.3N.; R.1E. B.M. L..rJ `� FND 3" BRASS CAP ADA COUNTY, IDAHO ==N- �CSy SA1Al6W,PAPIDS SI/B6/i9S/ON +Y a n a 9GgY 75 PAL1�5 7&S'1=7ENP�"" I � C n n r xssae' ;e o m a OIRR GIRR 72RY= R.—$]fKt GIRR FA783— Ipp 123.95'--y - - - - awn E19STING HOME AND 25 OUTBUILDINGS TO ;' -- 44n1 g I9 8.160 SF I= a� I 8,953 sF �� T1,714 SF � \ I I PROTECTED l S14HAL fN 4 EAS11HG ACCESS POINTS TO DRIVEWAY P6S45 dt4 OrSTEy e�� 7r sn. -- =rF„: .. 4' _ TO BE CLOSED AND RELOCATED TO -,., a �IaSl2o29�a p ~��•x?• L .� 1 _ LOGGERS PASS ST. 8625 &. 7- - - - L=2B.15-sx5r' frDce' -1=ssrr _ mku5igned Il .� - - ----_• -- - - [, 8.419 sT �4 _9vf BrPOLds'E hazOIPS•SUE NU 4 Cr r2 &;ar M PADS 870E-97195 I E 9NERL5ND RD. X. LOGGERS PASS SIT 11 SCALE 'SSr• .\'t'., 21 6o 0 30 60 120 ' � 9 � &037 5F � s •�. {FEET)ant SF I 3: s6T. iP RI �9 u I INCH=60 FT. '^ 4,841 sF $ 8.930 SF 1y.}z4' I. _ PROJECT SITE D• 10,261 �• . r• @� 6 DEVELOPMENT FEAURES I 6L CGYs 1 e TOTAL ACRES.......................................13.99 ACRES a vt ..1, a002 TOTAL LOTS..... 45 LATE T El 8.618 SF ;�� BOLDING LOTS.....................................41 LOTS --W zsEr AVERAGE BUILDING LOT SIZE..............10,050 SF W'ex home E WCT1IRY RD. - -- 11 9.BL AVERAGE BUILDING LOT 512E..............8,959 Sf■o/ex home (3437'NDi.D7"B'e65O. 'o -- ..' A1B0 5F1w, � RESIDENTIAL DENSITY GROSS 2.93 UNITS Ac. �75.e7' .13j s� 5 { ............ 1 l�. >r, arL,fr %,•°' RESIDENTIAL DENSITY(NET)................ 4.33 UNITS/Ac- , I EASTING ZONING..................................RUT VICINITY MAP © S r 4:. ra PROPOSED ZONE..................................R-4 -NTS- s� 9,580 STI 4.s2e Y °'?ol �sj. 18 1 MINIMUM BUILDING LOT SIZE..............BD03 sf ` TOTAL OPEN SPACE.............................2.61 ACRES f `,,,�� I n. Ig856 5F pJAIJFlED OPEN SPACE.......................2.23 ACRES LEGEND Y119Y & N %OF OUAURED OPEN SPACE.............$5.9% m �• �- �' BL I.`Tils'2 S LT1 + - DIST1+G FENCE Q CABECCtr QPEEA'Sa;IBO1l�S/C�V -.N -��. CITY OF MERIDIAN ^� WAM PROPERTY BOUNDARY Maj a10.L°J �i _ T1,571 'i' f 15 g f CITY OF MERIDIAN RA71T OF WAY UNE N - ';.� a119 Si J SAGELANO.SlJBO'!A°.?'WV IRMGAT10N DASING ROAD CENTERUNE z .`T== 94 -- --L i1 ,2D.,b• r 00450rS?f PADS 1145! -IWSI NAMPA•-MERIDIAN IRRIGATION DISTRICT � T - }.},320 SF izu.Oo' °' I SWIM EDGE OF PAVEMENT 2 x 2 2 sE.sr-RuNla Sr .x - I L =I REST ADA COUNTY SCHOOL DISTRICT - -- - - o O - E. SAGN60 g4ST. r $ $ 14 $� EMERGENCY SERVICES ensTNG LOT uue $ w� 16O 5F FlRE-CITY OF MERIDIAN / y -- �I t POLICE- CITY OF MERIDIAN E>aSR+O SERER unE w MANHOLE F f 6C OC/r 3 CROSS- icy � I2211k1• 4 NOTES: E>a6TMC WATER WAIN � a 1]ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL Dl°u 1311 _ � I HAVE A 10'UTILITY EASEMENT. E175TNG WRIER VALVE W .y 10.799.5E c5 lI S I3 �€ 2) ALL SANITARY SEWER MAINS SHALL BE 8"0 UNLESS Is 6nsTNc WATER WELL ~ W&D 5F BA40 SF r" +'_— OTHERWISE SHOWN. 0 `v a "49? a 1zB+1' _III 3] ALL WATER MAINS SHALL BE T 0 UNLESS OTHERWISE ® DISTINC STORM CAXK BASIN f2� _ �TDI SHOWN. Q a(L 4) DRAINAGE SHALL BE DETAINED ON SITE NA SURFACE Z E>osnxc uasr POLE o L AND/DR SUBSURFACE FACIUTIES AS APPROVED BY THE CITY OF 00 n O 1D 9 $ 12 8r6 { MERIDIAN AND ACHD- o 8,559 9i ,� emu, •� E10STING S6N .jI 8,732 sF a160 5F 6,wD sF I 5) POTABLE WATER SERVICE PROVIDED BY MERIDIAN CITY- �tD. .• I h - - 6) BLOCK 2 LOTS 4&17,BLOCK 3 LOTS 1 &9 ARE COMMON PROPOSED ROAD CENTCRUNE 720.W' LOTS TO BE OWNED AND MAINTAINED BY THE H.O.A. -s I ii1.T6' - 1FI1.�' 7]THIS SUBDIVISION 6 SUBJECT TO COMPLIANCE WITH THE - - PWPDsm ROM RaT OF WAY 30.0 _ = I IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER. ' S - $ ry II l SANITARY SEWER SERVICE PROVIDED BY MERIDIAN CITY. PROPOSED LOT USE Q'�a &1S ® `_' 8)THE ROADWAY IMPROVEMENTS SHOWN ON LOCUST GROVE AND'` J i. E,6Ar SF 0.1Je sF I r a�09 5F VICTORY ROADS ARE FROM DATA OF RECORD FROM THE ADA ^, '1 f 1�LOCK 5 � 1 SLOCR AND LOT NUMBER F 1�' d lzssr 115LEC - w �~ COUNTY HIGHWAY DISTRICT AND MAY BE SUBJECT TO CHANGE. ++�J _ !RR IRR — L-� IDu54 •?0 _ �.� "°Y4p. - - _ _..'-1B1.5D'" - -- -. �y -.- -_ PRP95Ep REVERSE UP ROHEB WRB,GUTTER k SIDEWALK PROPOSED,SAMTARY SEWER WL MANHOLE Z F w/ - •�' ,�" - 9,623 SF Vyv PRGP9$Ep B'WATER MAIN d EXISTING HOME AND —IRS IRR SSU MOPOSS)PRERE IRRIGATON LLJ O O n .,Ip•,•31 ` L:.0 OUTBUILDINGS TO BE r2 kRD7 sr - 8 -ts2� •S REMOVED. PROPOSED FIRE HYDRANT � rnm ` C�Ch vl 7t 91 NOPUSED STREET UGHTIGHT-I f l g' 4.1e6 9F 1 ,Ow SF S a 7O ❑ 10Q LU g - Frs DRAfNAgF BAsln 1 s5.7• .H ��.�5.34 FUTURE ACID R. D � LLJ a 1 67.CA' I 6r.CC' ,a te5'-0' £-r 1Sx t6'�' a'-d' s'-o' w a c 66°1 66. -gg~- 1L�"�` IMPROVEMENTS 0 W 1r-e u-s E S 1/4 CORNER W - �:1 TT 6' ABeamm sa[zoo U o SECTION 19 4 pO' �- - -- - +.er i.-:. `- �' - SE CORNER W m a FND BRASS CAP - - - 42'M1 °"F =-- SECTION 19 w Q coo s - - F IALIJMINUM CAP PLS 14337 w ¢ U N 8 �� g p LOCAL STREET SECTION w o =r _ 2 Q C> o �v� �I - -' - - - - - �v - - T- ryrs U U a fl o v P 17ILTORY"RRdI) ❑ _ - T 10- OWNER APPLICANT ENGINEER SURVEYOR a CHALIEIIGER DEVELOPMENT.INC. KLKLTx DEVELOPMENT MATT MUNGER.P.E. TRANS FOSTER,PLS.CFedS SHEET NUMBER 1977 E Owuumlb ROM MATT 5CWKT2 HVS NV5 MERIDPAN.ID 07642 PO 6911 1115 690 RINSTRY WAY,STE 10 690 INDUSTRY 1MAY,STE 10 E�E�J W ,1 MERIDNW,ID EMBO YERDPAN.4 OX42 LERgWI.V 03&42 y y"I Q a WNPLAT�E[f TR.4OEINNOS SU9O/i957OY Ph'RS£? (me)342-SHOO (toe)Sot-5wo 1 1 ❑¢ BGL'fY!07 PAGL�S 1187o-lfB72 Street Name Evaluation Response Sheet 5ubdi►►isionllurisdktion: Cache Creek Sub/Meridian AOI Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sherrif Approved As Reviewed 3 ACHD Approved with Comments would prefer name change to Pour at intersection to avoid future problems with st signs 4 Ada County Development Services Approved with Comments Agree w/ending Loggers Pass at Intersection and show S...Way for st segment east of intersection 5 Meridian Fire No ResponselDefer 6 City of Meridian Approved with Comments Agree with comments regarding ending Loggers Pass at the intersection to avoid requiring 2 st signs 7 No Response/Defer 8 No Response/Defer 9 No Response/Defer 96027152 ADA.CO. RECORDER THIS FORM FURNMMM COURTMY OF: ,i. DAVIC t.AVARRO BOISi ID 19y9001056 ALLIANCE TTfLE & ESCROW CORP. '96 RPR 1 Pn FEE # 0t r_ READ AAPPAov®aYORANTEEM:,A'/*'— V RECOR "O Ai Tf1E RE0 ST OF a�wca ADD"TM LMM FOR"00RDM DATA Order No. : 96059458 8L/SG WAPJLANW DEED FOR VALUE RECEIVED PATRICK K. WOODINGTON AND CYNTHIA A. WOODINGTON, AKA CINDY A. WOODINGTON, HUSBAND AND WIFE GRANTOR(S),does(do)hereby GRANT,BARGAIN, SELL and CONVEY Lento MARK CARRINGTON AND KIMBERLY M. CARRINGTON, HUSBAND AND WIFE 83642 GRANTEE(S), whose currant address is: 2955 S. LOCUST GROVE ROAD, MERIDIAN, IDAHO the following described real property in ADA County,State of Idaho,more particularly described as follows,to wit: Lot 7 in Block 1 of KACHINA ESTATES, according to the Official Plat thereof, filed in Book 35 of Plata at Page(s) 3016, an AMENDED BY an Affidavit recorded August 11, 1977. as Instrument No. 7737764 Official records of Ada County, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s),and Grantees)heirs and assigns forever. And the said Grantor(a) does(do) hereby covenant to and with the said Grantee(s),that Grantors) is/am the owner(s)in fee simple of said premises; that said premises are free from all encumbrances,EXCEPT those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee(s); and subject to reservations,restrictions,dedications,easesnents,rights of way and agreements,(if any)of record,and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantors)will warrrant and defect the same from all lawful claims whatsoever. Dated: March 27, 1996 k. zL ATR CR K. WOODINGTO A. WOODINGTON STATE OF IDAHO ) COUNTY OF ADA ) On this 29th day of March ,in the year of 1996 ,before me,the undersigned,a Notary Public in and for said State,personallyk PATRICK K. WOJDNAND IA A. WOODINGTON &VIS "".. known or identified to me to s) os�nanne(s)is/are the wi ,and acknowledged to me that he/sh a�*E o M. �0 b ` Signature: ••��', t13Q�1 •''�,, Name: SNDER Residin at: BOISE, IDAHO My CommissionExpires: 06 02 00 r ADA COUNTY RECORDER Phil McGrane 2020-081761 BOISE IDAHO Pgs=2 BONNIE OBERBILLIG 07/01/2020 04:37 PM TITLEONE BOISE 515.40 TitleOne I title& CScrow CU. Order Number:20356167 Warranty Deed For value received, Lonnie D.Agnew and Sherry Agnew,Trustees of the Lonnie and Sherry Agnew Education Trust,established on January 13,2015 the grantor, does hereby grant, bargain,sell, and convey unto Open Door Rentals, LLC,an Idaho limited liability company whose current address is 1977 E Overland Rd Meridian, ID 83642 the grantee,the following described premises, in Ada County, Idaho,to wit: Lots 1 and 2 in Block 1 of Kachina Estates,according to the official plat thereof,filed in Book 35 of Plats at Pages 3016, and Amended by affidavit recorded August 11, 1977,as Instrument No. 7737764, records of Ada County, Idaho. To have and to hold the said premises,with their appurtenances unto the said Grantee,its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s)of way, protective covenants,zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments,including irrigation and utility assessments(if any)for the current year, which are not due and payable,and that Grantor will warrant and defend the same from all lawful claims whatsoever.Whenever the context so requires,the singular number includes the plural. Remainder of page intentionally left blank. Order Number:20356167 Warranty Deed- Page 1 of 2 Title One a title & escrow Co. 6, Order Number: 20356167 Warranty Deed For value received, Lonnie D.Agnew and Sherry Agnew,Trustees of the Lonnie and Sherry Agnew Education Trust,established on January 13,2015 the grantor, does hereby grant, bargain, sell, and convey unto Open Door Rentals, LLC,an Idaho limited liability company whose current address is 1977 E Overland Rd Meridian, ID 83642 the grantee,the following described premises, in Ada County, Idaho,to wit: Lots I and 2 in Block I of Kachina Estates,according to the official plat thereof,filed in Book 35 of Plats at Pages 3016, and Amended by affidavit recorded August 11, 1977,as Instrument No. 7737764, records of Ada County, Idaho. To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever, And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s)of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any)for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Remainder of page intentionally left blank. Order Number: 20356167 Warranty Deed- Page 1 of 2 e 1 Dated: June 23,2020 The Lonnie and Sherry Agnew Education Trust, established on January 13,2015 Lon ie D. Agnew,Trustee Sherry AgnevOustee State of Idaho,County of Ada,ss, July On this lst day of Me in the year of 2020, before me, the undersigned, a notary public in and for said state personally appeared Lonnie D.Agnew and Sherry Agnew, known or identified to me to be the person whose name is subscribed to the within instrument, as trustee of the Lonnie and Sherry Agnew Education Trust and acknowledged to me r ecuted the same as trustee. Noary Publl d. Residing In: My Commission Expires: �. - (sea]) Order Number: 20356167 Warranty Deed- Page 2 of 2 XREF INDEX: A PRELIMINARY PLAT OF CA C CREEK E 0 0 A PORTION OF LOTS 1 , 2&7 BLOCK 1 OF KACHINA ESTATES SUBDIVISION ' z 19 20 1 '••�� N y4 CORNER SITUATED IN THE SE4 OF SECTION 19, T. 3N. , RJE. B.M. - 3 FIND 3" BRASS CAP ADA COUNTY, IDAHO J coo - � U) O � oLO SALMON RAP/OS SUBD/!i/S/0N#4 J". I c N BOOK 75 PAGES 7855-7859 � � 32.04' co _ M O L 00 O O QI?R GIRR �� GI RR - fi�no� GIRl2 G1W03��- IRR GIW5� � CO N c EXISTING HOME AND 29 0 2s I I 2s \ \ \ \ OUTBUILDINGS TO 8,403 SF I 27 M \ 11,'P4 S h� I PROTECTED 8,160 SF I^ 8,003 SF I 1,853 SF /N \ \ \ ^� ^ � � x \ � \ \ � \ � cn S ANAL FN \�\��` - °\ 's I EXISTING ACCESS POINTS TO DRIVEWAY �0��5 \sTFR - - \ \� \- \ TO BE CLOSED AND RELOCATED TO my - - t \\ 1 L \ \ LOGGERS PASS ST. 1-s4 Q E. LOGGERS PA;-7ST. w = - - - _ - \ \ 24 I �� _w- - - '� \ �\ 53,90 SF o cn W - \ ` ' \ 8, \ I r X Sh'ERBROOKE h'OZZ OGYS SUB. NO.4 C'GpA \ \ I �/ I I, I BOOK 80 PAGES 8704-8705 E OVERLAND RD. 9T OF lT M M�NG x ��5' SCALE cf) \ �® \ A,p \ \ \ \ 60 0 30 60 120 8,0 \ \v/ 8,351 SF �Q \/�a90 \ \ \ \ \� \ \ FEET K X cq 9,891 OSF 8,930 SF 105.24_ 1 INCH = 60 FT. PROJECT SITE 0 � I - I 1 8,086 SF �\ � \ \ s� \ � �� o I I I 15,oO SF DEVELOPMENT FEATURES x / BL OCf( 1 ti60 \ TOTAL ACRES....................................... 13.99 ACRES 21 \ \ \ d TOTAL LOTS......................................... 47 LOTS U) j 8,618 SF �� \ \ 8,082 �F BUILDING LOTS..................................... 41 LOTS /�/ I _ -7- 2 AVERAGE BUILDING LOT SIZE.............. 10,050 SF w/ ex home E VICTORY RD. -Bbbp'- 46.50' - X��II t19sr I - - - - AVERAGE BUILDING LOT SIZE.............. 8,959 SF wo/ ex home X s,1so SF I r`'h`�6,\ \ \ \ WX RESIDENTIAL DENSITY (GROSS)........... 2.93 UNITS/Ac. Y cn 43.55' RESIDENTIAL DENSITY (NET)................ 4.33 UNITS/Ac. EXISTING ZONING.................................. RUT VICINITY MAP PROPOSED ZONE.................................. R-4 � ` \ I MINIMUM BUILDING LOT SIZE .............. 8003 sf -NTS- N x ( 9,590 SF I 81 F 9 483�� \\ X I TOTAL OPEN SPACE............................. 2.61 ACRES X w oo/ ` \ \ \ QUALIFIED OPEN SPACE....................... 2.23 ACRES LEGEND Q I I I I % OF QUALIFIED OPEN SPACE............. 15.9% cn 1t9s� / ` \ MINIMUM HOUSE SIZE........................... 1,400 SF z O t4'2 I \ EXISTING FENCE O m CABELLA CR EK SUBD/t//S/ON I \ I / \ SEWER co BOOK 100 PAGES 12999- 13004 I �' I I ® I , \ \ I" I CITY OF MERIDIAN PROPERTY BOUNDARY Of z I J x O I I I 10,358 SF 18 \ \I I Y WATER RIGHT OF WAY LINE 10,222 SF I I I 8,845 SF �__ CITY OF MERIDIAN I 111 I I I I SAGELAND SUBD/!//S/ON EXISTING ROAD CENTERLINE N N Q • s° ' - 120.00' BOOK 91 PAGES 10659-10661 IRRIGATION � N N - - V/ I 34,237 SF r I I 120.00' " I - - I NAMPA-MERIDIAN IRRIGATION DISTRICT EDGE OF PAVEMENT 2 Y Ld E. SAGEMOOR ST. I I c / W I o I I O I I I III SCHOOL EXISTING LOT LINE o o o ~ Lu Q J 17 I o I1 WEST ADA COUNTY SCHOOL DISTRICT z Y o o _ _ I I 8,160 SF w � U � 2 x L\3 8,160 SF / III EMERGENCY SERVICES EXISTING SEWER LINE W/ MANHOLE = w < _ a- w O m x�' '� I ( / I II q 07 0 o U ¢ ¢ 0- c=n w o I( I \ I BL OCf( 3 - - 120.0_ I I O FIRE - CITY OF MERIDIAN EXISTING WATER MAIN a Q I I 120.00' I <I POLICE - CITY OF MERIDIAN JJ I I k I ,/` I / I <' I x NOTES: EXISTING WATER VALVE Q I 10 0?3 SF '\ I I © I- 16 r� 1) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL w I� F_ o + I \ I 8,160 SF 8,160 SF o HAVE A 10 UTILITY EASEMENT. ® EXISTING WATER WELL WX- 2) ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS z 119.9 ,� t 120.00' V OTHERWISE SHOWN. ® EXISTING STORM CATCH BASIN w N � I 0 3) ALL WATER MAINS SHALL BE 8" 0 UNLESS OTHERWISE Q Q 12895' I 1�(�oSF '� I r bo-sr -I a SHOWN. EXISTING LIGHT POLE _ cn I 4) DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE I AND/OR SUBSURFACE FACILITIES AS APPROVED BY THE CITY OF : EXISTING SIGN 8,159 SF I - 11 ® a`� �lil I 8,723 SF I 8,160 SF � 14 MERIDIAN AND ACHD. PROPOSED ROAD CENTERLINE 8,160 sF 5) POTABLE WATER SERVICE PROVIDED BY MERIDIAN CITY. �/ 11999 I I I 6) BLOCK 2 LOTS 4, 5, 6 & 15 AND BLOCK 3 LOTS 7 & 12 ( I I - - PROPOSED ROAD RIGHT OF WAY 120.00' ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE II I I i27.so' \ i2o.00' I - H.O.A. a s O3 \ I I I I 7) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE PROPOSED LOT LINE I I 8,160 SF I I I' I IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER. IIII I xr 10 11 0 OO 13 SANITARY SEWER SERVICE PROVIDED BY MERIDIAN CITY. / - I I\ 8,947 SF 8,186 SF BL OCI7� 5 5 BLOCK AND LOT NUMBER o p I \ L0.00_ 10,225 SF \ I I 8) THE ROADWAY IMPROVEMENTS SHOWN ON LOCUST GROVE AND ~ / I \ VICTORY ROADS ARE FROM DATA OF RECORD FROM THE ADA _ III \ 1� \ =i COUNTY HIGHWAY DISTRICT AND MAY BE SUBJECT TO CHANGE. PRPosED REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK k M 102.36' U o � X (I \ - - 9 AE FLOOD ZONE ON TEN MILE CREEK FROM COUNTY WIDE PROPOSED SANITARY SEWER W/ MANHOLE z X III( - - �J I FIRM PANEL 16001CO234J EFFECTIVE 06-18-2020 - Lu % 12 8"W PROPOSED 8" WATER MAINFz p � y �I�I � /r' ,� - - - - - - - 8,688 SF 265Q I Z Z EXISTING HOME AND - IRR IRR PROPOSED PRESSURE IRRIGATION � W O O >y v III X O I - �� OUTBUILDINGS TO BE 2 0 \ /�� 24,409 SF ( � 9? REMOVED. PROPOSED FIRE HYDRANT � w f` m \� C',Q FLOOD PLANE AE ZONE Io J O Q o Q OI \ y �� SEE NOTE 9. I° O of ® ol-+ I $ 10 I- o \ x 11 \ ��y PROPOSED STREET LIGHTIGHT w J 0 N \ I� 8,204 SF �I 8,040 SF �I �, SF I� 0 \` \ 0 nc I r > m L` m N \ I I 8,276 11,096 SF y y W U) z \ \\ I I \�� 69. ti R/W 38'-0" R/W Q Y Q O C \ \ I 149.34' 33'-0" _ DRAINAGE BASIN I o, 8 6' - h _ FUTURE ACHD ROD _ _ _ _ _ _ W o ~ y s6s0' 67.00 �� IR}� I _F c-D IMPROVEMENTS 5' o" e' o" 1s' s" 1s' s" a' o" 5' o" z w W u Q S 1 4 C O R N E R ma`s;' 5' '} - �9R J I I _ \ ; O F , f SLOPE 2.0% SLOPE 2.0% z:IG Z U w o / _ �� - - - - - - SE CORNER J J w o Q) SECTION 19 :='= « 119� - - - - - - _j z o �__ \ SECTION 19 J = N o FIND BRASS CAP = o IALUMINUM CAP PLS 14337 o o I2rr�..�0- Q U L 19 II\ _ _ _ _ _ _ o _ _ _ _ _ _ _ _ _ _ �t9 20 LOCAL STREET SECTION 2 Q o 0 N rn O \- N F� VICTORY ROAD O 3 29 (� U U 0 0 lJ OWNER APPLICANT ENGINEER SURVEYOR 0 j CHALLENGER DEVELOPMENT, INC. SCHULTZ DEVELOPMENT MATT MUNGER, P.E. TRAVIS FOSTER, PLS, CFedS SHEET NUMBER > 1977 E. OVERLAND ROAD MATT SCHULTZ NV5 NV5 FLOOD PLAN MERIDIAN, ID 83642 PO BOX 1115 690 INDUSTRY WAY, STE 10 690 INDUSTRY WAY, STE 10 SEE NOTE 9. \ MERIDIAN, ID 83680 MERIDIAN, ID 83642 MERIDIAN, ID 83642 ppi w = (208) 342-5400 (208) 342-5400 Q Q \ UNPLATTED TRADEGY/NOS SUBD/I//S/ON PHASE 2 0 rZ v /BOOK 107 PAGES 14870-14872 uu PLA T OF CACHE CREEK SUBDIVISION BOOB , P A PORTION OF LOB'S l , 22 AND 7, BLOCK 1 , OF KACHINA ESTATES SUBDIV1,30N. LOCATED IN THE SE114 OF THE SE114 OF SECTION1 , , 3N. R, 1 E, , B. M. , CITY OF BOISE, A A COUNTY, IDA T 1/4 COR 0 1 FOUNO 5/B" REAR F��jdFO6AA $PIKE FOUND 5 f T RMAR OAP ILLEGIBLE Cp&F INST_ NO- W/ YEUOIN PLASTIC CAP � I 1 d 1�1 x8z LEGEND 'BRa00S PLS 4998' SEE pET,�L FOUND PLSS A4C UMEN T AS NO 1EO SCALE80 0 40 80 180 I I S,SLWOrf ROFIDS SUf3DIV5I0ta r # I &L6CK I I T Ff�V,WD 5 - REBARI- 'AP Al MOTED BOOK 75, PAGES 7955-7&% c 9 L27 Y swTH 1�I6 COR ' I SEA 1 f30 FOd NE) 112- REOAR' A5 HOB (R3 - NB9'24'26'Y4 659.afi) FOUND 5 FEE T r 2 "�` SanT521 7T&W k wf ILLEGf 49 FAD 518- REBAR 0TH RED PLASWC CAP, 1 INCH = R FT. 80.01'- - 7162'- 67_W, 07_&3'- - 123.65'. - T 5 58'- - - - - - � •i1�LC* PLASTIC ALEr PLS r245� BA5f5 OF E?EA RfNGS IS O�'B ArCRTH, OAHC) 5rA TE ILLEGIBLE I 4; 1 I I I I / CPAF INST. NO. SET .5 8- REBAR W TIH ORANGE PLASWC PLANE COORDINA TE SYS TEM. NEST ZONE. { � � 0 SOUTH 89'42'08" $WET BE THEE)V THE SOUTHEAST y� :* �° "n � � �, x� � 5E0 TWN CORNER Aff.D THE SOUTH � 4 CORNER OF *IILWK o � � '� '� � � I SET ,5/+9' REBAR vm TH 2" ALUMNU Af CUSP, HO B SF 1,1$} SF 6504 $F 11 J5G� SE + 4SET7C1N 1 1003 5F /B r H PLS P72f8 SLJ9014�510 ' f3[DLJJY0�417Y Lf 'E _7a4rL 1 L, L19 03-32.5#' 6I,37 - F?rGHT of WAY CENT€RLINE 'f ES CAP ILLEGIBLE ' �'+ - 5 + `5'I / / a9% sFC22 SM12 371t 91' f $919 SIF .c, WTEMOR LOT LJNE 'L 1�T5 �4�4kf r FT71 III4LIE PERIIAN`7+7 E .SEHE r F PLBlJO +Jr4L+ E5tiAAGE, + +rTrG + +SFrFv C3 Gf153' 3 3BDIE 6iTEB ADLACENT FO TW PUNK RRW?5 OF WAY TK r0510N �JMP+ ANP REAM LOt IACa Ob A 5 € r � -17 4� 31.2� - $ � ., I - - - - - - EASEWENT UNB li Y PER11�MHT EAMUNT FOR P�JKIC 07U LRAINGA� AN9 rfeR P ALONGJH� LOx L�5y twu-z I I C44 I � w , C21-22.1 OTMIERMSF 13I6" EEO, 7W EAMIWEN T SHALL NOT PREaUgE T1iE CONtSMU N OF HARO-RWACEP plR+WEINi15'5 AND r�•� � I � � � � C23 � r• �� I I - - Iti�l ST7N0 EASEMENT �1 S NOTES ACJ111+A YS TO EACH LOT. r~ ,ry ,• i \s AA55 sF, " 'rs y�, I I I I \'�+. - - A01J) ROW A COLr19770N 2) +SOTS' 4, AO ?_� BLCCK 2, AND LOTS 7 AN& ?2, BLS 3 ARE OESI TFO A8 L �f I'Ors ANO .CBE TO -RE ON�'ED # � � I � � i �851 5F � I 1� �� ,tr� � ,'� 1 ,o krArIYTAh� D BY W CACmE CREDe FVIwE014N RS A•5 UA TM. OR r?5 A +S, VM SHALL HA ME E A 8C,1WE F EASE T � '�o L - IO5 �#'- J 19' 19' I SEE NaTE 1 �. pF / � �]' - SECTT0NIALIQUOT LINE FAR LAM�I[SCAPE, RRESSL LTD A`RIGA DON, AND hIMIfOWERS •PEDESMMN A te, r I a m1 $F aw 5F 1 _ I N ! i E �16 ' ,y I I I + F- N 5'i2'hM` SEE NOTE 1 ' . Obd SF��,+ , -•�. - Iti Xr Tlnr, PAR.CFL �rN� -1) 14_S DIEYElaOMENT RUZOWZES �CaOIN 22-4503 OF OAHO E, 94Yr FO FARM ACL W4rf Uq 57A Ifs -40 AGRW)k T7.54AL � � I I j � � I � � A! OPERA TM, AC,R+ M IU RAL F,�nu Fr OR EXPAN&ON PIEREOF SHALL 8E OR ELEc�I+IE A AUSANa, JTWVA IE OR PUWJC`, BY MY � I � � � � i� SF � � �'i � 21 CHANCE& C' TfC W OR ABOUT IJ-IE SVN0LWM-i +�MAQ?k UL MAL ACTJN]TES AFTER rT HA 5 BEEN fry �RATxkv FCC' �' � I I I ark � � � � �� . �� ' � � L07 NUMBER M FH.�N O','t f?j YEAR. WffjY M O�PaA T10C F�SC�UFY OR EXF NS��0N WAS MOT A N� SANtf A T THE RWE +T BE110M OR �� L . � L_ ,r c`�y �616 � j` � � '�° °� � A�� 5F � � L[1 VIA$ G�rS MUC I' Pfi-O CF TH S SFCTiO Y 5HALt AUT APPLr IH N A NaSAmCE �E a PS FROY THE iwPR�ER 64500 #�54 LQ �, � 0 � � OR rµE eGEeg r 0PtTA TrW OF ANI AAA; Vkk OPERA J10f, ACa=TLrf AL FACfu Ir OR ExP N9W Ti�EREOF.' � 5��`3 O1"lwl - -1191$7'- - J � ft L =. � � � � 2 � ��• C3�,� ��"� .• � I � POS �+'�T �F B�Glnnwhl� lL -589'36'2x'w- 0.150 5F 'f I 4) Mr,4 0EW WATER HAS BEES PROME15 8Y THE NAMPA IhffiRl AN fRRV TrG4�' M)rT AY C ARZ WON 1�AHp CODF 4 1 ' L7 Rl - S89'S�'14 Jr,. f)(b� LOTS M�kUAI M RE"MIN 14hLf! BE ENT?XEO FO fRu C T iYA TER R�'{a�rr5 AA1� I1+LE 9E OIl��G+S IFO F�4 10&5A') � ( .9 �' $'• � 7 9 r 10b.46') �' 0.150 SF ' { {L5 � �+ �; �+a3 � I 5) ,�N Y RIE- Jl WDON OF THE +'LA T SHAtt COMPLY N?b THE APF�lL•,if31.E BEg'JkA JKWS fN SECT AT T+i�E TIk1�E OF RiE J I �5 �` � c �.��p rpr_y/,�� RED PL�ISTIG OAP L -1 my- J I J.} }y}p 'k'• •+ FIL-3L10 V,1,J�LfL r 11 _ /' T f i lr •fvJJ ' ALB 1 25 S$936'2�Y4- 1 ' 1 - T 1t.1�' 6? h01' ,9f EIVUW 5EM 5�WL &E Of ,1 ANCE W N TI-rE UT'Y OF 1fER,&Aff APPLICABLE 2&WNC AND IVFDL 11 RL OCK C36 1 J?EakLATXWS A F m MfE Or ISRA It OC ffi L%AVAL Bull P)NO AERWIS OR AS SPPEC#XALt Y APPROVE15 A+5DIOR RElX JDL CAP ILLEGKU 4 1 „I $F 19' 19 7) krX JE�V�JXf OF +I Y kRRfGA71ON OR ORAWAGE PIPE OR 01'T � A LOT J5 W RO5P(� :5AW.I r( or Ti1F 07 OWP NO OAP j 10M SF SEE PIDT@ 1 � E � A Say 5F I MESS SUM fE5FtWSBUTY 6 A5S+b+FO 81' AN J4RIC'CATX1'Jg ANAGE MUT L - _ � �� - -1�.0�- � � "' � �SBg'15`1+�E- j Nff5l514 W 120.00'- - rw 8) ALL LOTS WLL BE SUSXCT W THE TERMS AMD C�1'ti4Q1'J"d OF W WSTER OEC7,iR�4T3fk'4 OF COWI'ANTZ DOlh491'jmrM ' � 3 SF I � � - - � ¢ � � _ � SURVEYOR'S, NARRAT V''' T7EST�RiCT0Ahr5 ,iHD EA;iEE 'T5; S T�iE1'JfA 1 BE A1dE] FRCS T�kfE TO TEE, ,i5 JfiECAROEO JN ETBC+ E+�r NSg 35'#3'E 13B.d6 M $ 8 1 T `'+ # v J , -„� °Q ,,�? 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FROm M 4• 9} 015 51f.+iBf7PwrS9W dS SL6JEC T TO TJ-If TERJRS OF IJif: JIA57ER OEWLOPJII�EkI T AGaE&ENT RECOPDED AS INS] UMINT,4C1 99 A7 - � 12Or]_ - Fn L -589'15'I 'E- J 091W LLqf HAS RELIORFD FROIr UD+'[r+iEWTa R0N XnCV FRps+ fS - r?EOdIRDS CSC AOA Odlflh'TY, +&AHQ 01 FII3915'r 'w— s OFKA A ESFA TES AND IUMl la RAP OS �, #, THE 10) PR0PfR T I� T M � A9fT � WAY FOR EMNLE CRE& AS _'11 l Atir JIBE 2MI�� P A T 6r J7E � °' � ,� $ � I , ,I � � I1�'SJEA Y' Y05T F01W MAWU 1ENT • F WE � ltffi d WAS HELD F OF Jf,�f711Y�41 ESFAT4� ARIL i;MTr Rf'C FXO 8 ,35, FACE M& W 5 NOY) �'� � W 1 701 SF � � � � {a�` � 16 0 � � � `� r�, ��/+��,��4y�F+iE �E,,,�(�]€�RdL1"�ri�ST FY�UtD �i�l�O��J'�E,4yF��IG��S} i'+IE��r��R �,f� y�� r•} ' _�_ I Q I 1 I{Y -tL' AL��ri�1�i1T I, ,FNi ,�ifu, Of � n!Ra TI'1 t„�ri Lam. � EA r .SM WA1 COWAM F Mff RTY IS SUECT 70 I'.CENSE ACRE r ELETNIEEN AL4WA t ,IrET4f0M f�GA TROY L'S'OCT AFM ONES f CoRpa?A JI014, �� o 4 - I L �14} $F �., 1 2L 1$7 5F 18 � �= A J C10 E4 FR AWE EAST 11A'E � SSE P6 +IS REAND Q. I,4D,� CCKwTY REL1C D5; k,rsJr?. PO1EOa9?43< FESIR� IRY . (ClNPL FTABIEJ c: ; L - -,1R_5x- - J N@9�S'1+' 120-0a J - L ` M5'1#'E 120.fa'J FR 4f THE � rlAriE TS FOLWD F SOIIIFiF:15� SECTrG1'� �171RIYL�R AND 11iF °° {° "'' Sr3�'3Ii"37'h4 Ii8A36'27 7 Ike 5F ,� �' 1 1900 5r V EAST f f# �Ci4AlE�. Tk�E FJI,Sr drhhE IY,I S RE�4ERE8 BY OFI S€TTk11G T1�F 4, � F - EAST SECFM LIVE 33 00 FEET rO THE IAE'ST. THE 517IrN t WE WAS 12 PROPERTY rs SUE T TO tr[frfsE A R€tlrE I BETWEEN rr,9iAPA kfET�IDI,9N rRRICrLri�14 A'STRICT AND THE GT'+` OF LiERIalAff, # pff r - - 128-m' - - -1 r N89'15'14- AW 120.01Y� s lS'1 'E 12fx01' I ,REGO'rEBE& 6Y#F9EI7�nC THE rH of 9E0]7011� DO r APA C"FY ffl�CXR ASIV. { 1Zf0124. JM Y �_i Y4 JUNJnLO MSLE) C 6� S Q M ThE JICW IN. M 5Y'JTH LWE OF SECTIOR A BEN6. OEFWM UK '59 0.161 s= 1 $ 1 FCk u D 1rW_Mi M AT THE 9Or l AST C:ORNM AND THE &YJTH I f4 ' 13; PROPERrY +5 S1 M.Cr TO UCENSC ,1MUNF BETWEEN NAIWPA & JWEA)DLq f RRIG, 9W A'STRICT AND THE 0TY OF MIWAN, m � � � ACHO ROW ER. M REST TERIwNOL+S OF ThE &)U7H UhlE DENG LOCA WO AT A � -119,Q�- - � � 9, 1 $F � �7$¢ 6F � � �LBQ SF � ADA L1aIJN F�' REL1CaRAS; J44STiR. IO,TZOgT Tr, 04`CEkf@E+R 22, 2�10,3. (rIr LOT7ABl ; I I INST_ N O. Fww m2,k&eEN F AS Sr,'Own nY THE %RwEr. THE ARC DETNEEN THE E10a -S8�'3� 7`w '� _ SWTH IAYE AND THE EAST LOVE YAWS HELD AT A 20X0 FOOT RADNE OF I PROPERTY +S T TC RESTRICTIS+E ,iNU PREIECTI L10YEN,iN Af�A rh'rI' RfO01FD5� INSTR. TSfk? T FEBR+JARY f0, v 127•fiC'- ," '1 r— _N915'1+'x— v 1J - - -12�00'- T - ----- A TANCENTIAt CxRVE. TF,1E PLAT OF KACMA ESTA]f'S �3 kG-'UuG C=UR!rf I4 11Z �. I I I ��'FJY4MA TION FZW Nl ARC. J*G1IEVER A, 20.00 FOOT RADIUS JS MY $2d9 $F °Q 19' 119 NARUbNY WJH rdW RL Y LOCH IFO LLERPES AT THE JNFFRECI1MS ALtWG 1 1 D 1 �ICIOR r 1O PROS ThE UOST A6 REDgEN r 1014 RECMD 6 BLOCK - _11 g 87 _ - J '� S 95B �F I h i06 SF ' A'STAN fS FOR THE S10UN AND EAST LAES OF THE PLAT OF KAUMA � QED PLASTIC � � ig2�5 sr: � � ,�' � � 35' . DETAIL _ _ ES FA Ffl N.T OAP ILLEGBILE SA9`36'13`�' ..T - -es9cr Jz Lr 92.94'- $ �L., -NO-Mi'00'E• sr, 186m. LAAb � ;s,C. � — — 1 ao 173-W' S871�'43'1MI 3B$A#' 1 ,r Cff- -L4 67.OD 'SB93 5 3?-1U' E N01 E k •` 3 0 1' 1O 2{, + SF I 14 X Lrl�7GAP ILLEGIBLE I } ` — REFERENCES T9.1 IMFf}' i 1 r 1 f Al I'OL C �F�' � & O GJ! � �P_ �F tD �a- FOUNO I REBAR f& Z � ,13 ,� ,1 &N3 SF 3 'L �fJa SF Ike SF ` '- �; 11 09B SF ACHD ROW N .4PR��fC UO' r' i m $aao SF i„ 11 r� R9 PLAT FOR KACHWA BTA TE,5 S%�5 PJ006 R2) PLAT FOR C`AABELLA MEK R r00 P12999 INST_ N O. � NOT OF RECORD k. � �r 1 I I I RJ} PLAT Fa? sJfrA 8. 5 P. --_— 1 i i[I L x.oa' J 7o.m, R4) PLAT FOR �r�5 MY MAGE 51aRROSON ma r h, M p PO..399 � HO CAP RED PLAS FIC CAP .% � 6�19 5 om 6 NB7,#' �o��' L�3 6 CAS -�OQ 5FSHEET INDEX --- � �L fi I Li�GBILE � 2�1�, ' ��. �,�� 1�� _ _ �.- - - :. _. � �5�.91' �8,'S31 S� �01 0 35 SM'33'E `42'08'W 57196 (R1 - 569-55'W 573.4Y) 01 SHLtCr T - SUMk+f51'0N PLAT, NOTES S89'+2'08"11' PO 310C G25 97' - _ '�"'� - 6�I) Industry V+ay, u'lte 1O SHEEP - E'ER 7?FJCA,TE OF OWMER� LJME +4ND 1}1�.9# � _ �f2+ M32A$�i CURVE TA 13LES 5 T1i 1 f4 OPNER SE.C. 19 R4 - 131 R.4M'j EAST 1 61H OOFM BASIS OF BEARINGS � �� }� AOHO ROW _ 25' � 5E SEC. r 2, * 19 6:I�r i 0 a n, I� B 3�4� FOUND 3' ER SS -SEC. 19f30 F•OUN0 S89'4 OB W 2G4O.01 (R1 SBA'55 W 2640.5�3') INST_ NO. FUM 3' ALUM, OAP 2 U-a 4 2-$4 0 0 w Y'r w,N V 5 ,c o m SHEET 3 - CE7R TrFIC A TIti S AN& APPROVALS 'dkJB Er+gNEERS PLS 11.334' SN FUAR Wf NO CUSP (R2 - SA19l2'13-W 2640,07') _� ------ 'AB ENGINEERS PLS 11334' OPAF INST- NO. 1I#�07714 (R4 - NST42'20'E 2639.9n - -CPBIF INST. ND. 11#0077I5 SHEET I OF 3 PLAT OF CA CHE CREEK S UBDIVISION TIFICA TE OF ORWERS It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the p+jblic, the public streets os shown on this plot. The A OWLED MENT Know oll man by this presents- That the undersigned are the owners of the property easemerkts shown ore not dedioated to the public, however, the right to use said described as follows and intend to ir7Clude acid pr-operty in this plat. A parcel of lend eosements +s hereby perpetually reserved far public utilities ord such other uses as being -n p crt tion of the XXXX -of the XX XXX of Section XX. Township X North, Range X d esi gn o ted with i rl this plot_ No permanent structu-res are to be erected within the lines STATE OF IB AI:40 Vest of #h e Boise Meridian. C #y of XXXXX. Ada c!w n t yF I d nh-n, rrrore par ticul c rl y of said eosernen#5. All lots within this plot ore ei gib I e to receive wn ter servi-ce from the COUNTY OF AD A descri4eW a5. falrow,;: City of Meridian, and the City of Meridian has a-greed, in writing, to serve all of the Iota SS in this subdivision. A parcel of Ion d being located in the SE 1/4 of Section 19, Towm gh ip 3 On this 6CFy o f _-- , in the year before North, Range 1 East. Boise Meridian, Ada County, Idaho, and being and In witness whereof we have hereunto set -our hands this do y of comprising all of Lots 1, 2, and 7. BGoCk 1 of tht plot of Kach in a 0 m -- a Notary public Fri and for said Mate, Est-ates filed in Book 35, Plage 3016-3017 on November 15, 1974 in the personally appeared Signature, known or i-deniifi-ad to me to be the Pranidant of Of#ice of the Ada County Recorder and being more particularly described Challenger Development INC, the Corporation that executed the instrument of the os follows: Challenger Development ;INC. person who executed the instrument on Behalf of sol-d Corporation, and a ckn owli�d g ed to me th o t s u c�; Corporation executed the some. COMMENCING at the southeast corner of $aid 5ttctinn 19, mor3umen ted by a found 3' Aluminum Gap stamped J-U-8 En-gineerS Pi-5 11334' (Corner Corey Barton, President - -- In witness what f, I -have hereunto sitt ray hand and affixed my official seal the Retard No 114007715), from which the South 1/4 corner of said day and year irr this certificate first above written. Section 19, monumen ted by a found 3' brass Cap stamped 'J-U-B Ern of nimrs PLS 1 133 4 r (Corner Record No. 114007714), bears LINE TABLE LINE TABLE ACHB ROW UNE TABLE South 89'42'08' West, in d i st arkti� of 2640.01 feet; UNE 0 eEANK 015 urn 4 K+ pIST. LIME aEARw 015T, Thence South 894 2'08' West• coincident with South Iine of 5o id LI N8155'04�1' SB9'15'1 O'E 29.8& L20 N • 32rw 3 Na tGry Pub�jC far Sectlon 19, a distonc� of 625.87 feet; .p0 L2 NQ`+4'50'E 15�00 _12 M35'52'06'E A.99 L21 H89'#2'0>3'E 93,49 R�Si�lrl[f -at Thence leaving said South line of Section 19, North 00'23'33" West. c distance of 33.01) feet to a point an the northerly Right-Of-Wty line of La H9714'43'E 1.54 11-13 Nn3`33,w 10.23 LZ2 222,11 My commission expires victory Rd, and identi-cal to the southwest owner of sold Lot 2• Block 1 L4 N4714'43`E 26.50 L14 WD21'Id'w 1UX LZ3 N99' o f 1(0,Er7 for the POINT OF BEGINNING: L5 541'23'34'E 7-71 C15 N 1'I s'w 19_D3 L25 •YT59'3G'w M.56 Thence leaving said northerly Right-01' troy Eire of Victory Rd and ookrii r.kd en t with the westerly line of said L SO'�+'S4'w 15 00 L16 gyp ' 19.OQ 4 G '#4'f 742.15 Lot 2, Block 1, North 0 B'2 3r.33" West. a diston ce of 657.31 feet t o the LI 589'36'27'W 43.55 L17 S0' '337E I9M L27 M4'23'S2'E 13.W northwest corner o f sold Lot .2, Block 1, L8 NO-+4'4b E 14,97 L18 N47t16.95'E 17 93 Thence coincident with the sou thorly line .01 Said Li} hl0'+#'#rr 1 00 L1$ w+g S7'�3'w 12.50 ACHD ROW CURVE TABLE Lot 7, Block 1. 'South 89'37'01 " We$t, 0 Adis tar,ce o f 106-50 fee# t o kh a URVE f DELTA PA aUS LENGTH CH. E aRlr�l� C L DIST_ sa u thrwes t corner f said Lot ?, Block 1; CIO 5 9�5'10�E 29.59 C45 14 24' 474_74 06.92 t17'F' ' ; KEG Thence coincident with the westerly line of said Lot 7, Black 1. North O0'21'18' West, a distance of 305.85 feet to the C46 3611'2;3' M00 24.00 1 H5417"23•E 2100 northwest corn ar of sold Lot 7. Block 1, Thence coincident with the northerly line of !aid Lot 7, Block 1, South W23'52' East. 4 -distance al' 718.95 feet to the n ofth eos t c-orner of said Lot 7, Block 1 and Corti term inou s with the CURVF TABI.E CURVE TABLE > westerly Right-of-Warr line of Locust Grove Rd; Thence coincident with said westerly Right-o f-Woy line of Locust Grove CURVE T OELTA RADIUS LENT H 01. SEAMS S CH. GIST. CURIE + DELTA RODUS LENGTH �"- DF-ARNC 01. La - CERTIFICATE OF SURVEYOR _ Rol end the a n-s terl y line o f s aid Lot 7 and sold C' 89.5T22' 26.00 31.05 545.13.27'w 2803 -C23 95`35'3e M19 33.35 N47-1;n5lt 29.62 Lot 1 BI ock 1 South -0 O'44'46' West. a distance of J 3 2.2 3 feet to 4 C2 219.00 2&$4 29.69 -C24 1.3`94'26' 100,20 +5,91 S63'D8`32'E 74.11 point of cu rv�tu re a f said Lot 1 , Block 1 and said westerly F ic�h t-of- '4 Y - �, Robert Grom a t zky, am g registered ,pro fes�iorrot fond sk�rve yor trcensed by the C3 � g'33' 21 .Q0 2&$ 565'�9'51'E 2�.62 C25 2 1aD.Da 73,55 S2079'40`E 71.90 state of -doh o. on d do hereby certify tiro f th i5 pro t, as descr+bed in the Iine of Locust Grove R d; "Gertif ec fe o f O GwD ers was drown from �n a_rVol surwV made on th,- ground N +81)1'03" 119.a1 99 ' - - 16M Cgs-73 S052406E - 8@-B' MOD W �13. 4 .54 �9.74 TFx�r,�e co in a i�eri t with soidi easterl�r Iine of Lot 1 , BI ock 1 and sc id 78 5 9' 5'w un-der my Cr+rec# supervision and aecuro fey represerl is the porn t s p�a f fed fh ereon, Westerly Rig h t-of-Way line of Locust Gr-ove Rd, a Ion q t�i a arc of a cu r v-- C5 42W20' 11 SIX 87.52 520'19"2+'E C2 7 92'21'43' 29.00 46.75 M66•34' `Y 41.05 �n conformity with the state of i1daho cedes xeJo Un g to pho ts, surveys and the to t.-he right, h o vin g on arc ieng th of 31.05 feet, a radius Born-er p e too j i0 on d fiJin g opt, tdnho Code 55-?6 0? fh rough •55-T 61 . of �0.00 feet, o central ong I e of 88'57'2 2' o chord of CB 86 29'57' &QO 72+� S+3�9'45"w 5,xa 6'+b'2 ' 239.U0 2 14 51I6' 1'2+1E 28.12 South 4 5'13'2 7' West, a distance of 28,03 fe-et t c a point of t ongenc y C7 9271'+3" #BLQO 77.39 N+4fk_34'25'w �,27 C� D'4.3'07` 2�9 OG 2.� H92'I6'38'w 2.99 on the southerly line of said Lot t 1. Block 1, and sold northerly CS TW9 3' 238.00 31.12 1105%'51�w 31.1.0 M32'37' 13a,00 $9-11 N 77Y)e 19'w 5B.S6 R igh t-o f-Way I irke o f Viet Dry Rd; C9 779 33' 200.00 26.15 HB5 M'51�W 2&13 C31 12-21[ #9' 139.OD 3D_14 N58'36'35* �0•00 w Thence coincident with said southerly line of Lot 1. Block 1, and said CIO 8 1'O3' 13800 1 a5.65 M65 +O6'h4 112.30 C32 105 37' 138.00 26.40 M+6 '22`w 2rx @ northerly Right-of-fty Iirke of Vitt ry Rd, South 89'42'08' Vest, a di stance of 573.98 feet to the PAINT OF BEGINNING. C1 a 35'042` 2500 19,63 N5917155"# 15.37 C33 12'42'15' 50-M 11.09 N701511wW 11.06 The above described parcel contains 13.99 acres or 6 09271.99 sq uore C12. 113"+5'+7" 50•D4 99.28 11120-19'22'w 53•F5 Car+ 35V5'W MAD 30.d2 N46'5727"W 30.14 feet, more or less. C13 35•+8'+2' 35.D0 1 W N 19"39'1 WE 15.37 C3.5 54'30'01' SURD 47.56 N2"'51'w 45.79 Together with and subject to covenants, easements, and restrict ions of C14 +O'29'29' 25LOO 17.67 17.30 Cab I1 8 21 F 50.00 1001 N30'49'21'E 9.99 record. n; C15 167'2B'52' 50_i1D 146.15 H43739'4-61 99.40 C37 50.00 32-10 M21`21'05'w $1.55 The basis of b eoring for this purr-el W South $0'4-2'08" Yee s t between #h e ' southeast carver and the oU th 'A warner of said Sept ion 19. 05 i0�'29' 25,00 17.67 572'30'32 E 17.30 CM '2F 5D.OD 35,75 N1 7-31'+3"E 35.00 ,�. C17 qZ-21'43' 67,01) IO.DI $ -34'25"E SC69 C39 +0'59'29' $0.00 35.7d N5V-V 121 35.00 - C18 904'#3' MOO 31.42 53'S529 CC) +8"+i'46' S0SQ0 ,5+ 576'3rr1'E1.27 } ELAAD '� C9 9 8959'1 2019Q 31.41 S}#'35'O5'w 28 2d C#I 3 x> i'10' 67.Q0 ,37 5741 9'3B 42.fi - $.• � CMG B9�DI'0+' 20.Gd 31.07 5+45*057E 29.0+ C42 S516'26' 67.00 64.64 S28-01-46'E e7.16 ' 0 C2I 7-20.3t3' 2M.00 31.12 S95'30.5I"E �1 10 C43 3'44`I B' ".00 13.05 SR3"+7'13'E 13.05 090 lndu!akry Way, Suite 10 w C22 7 29'W' 200.00 2$_15 NaYN'51'w 26-13 C++ 345`15' 2W-W 13.10 597'31'59'E 13.10 M e r i d a n. ID B 3$4:� 20d,342-5400 www.NV5.com HI CE T 2 OF 3 PLA T OF CA CHE CREEK S UBDIVISION CERTIFICATE, OF COUNTY SURVEYOR HEALTH CERTIFICATE Sanitary restrlc loans as required by Idaho Code., Title 50, Chapter 13 have been 1, the undersigned, Profess ion al Land Surveyor to and for Ada County. ldah-a, beret y C-er#i fyr sati:9fiied iocaordirig to the Iett-ar to be read on file with kh-n County Re-carder thol I have -checked this plat and fire thct it complies with the Skate of I-daho Cade or his agent listing the conditions of approval. Sanitary restrictions may be relating to plots and sufveys. re—imposed, in occordar7n-!� with Section 50-1326, Idaho Code, by the issuorico of a certificate of disapprokal, Ada County Surveyor Date Central µDistrict Health, EHS APPROVAL OF ADA COUNTY HIGHWAY DISTRICT This plat was accepted and approved t3y the Rvard of Ada County Hkjhway CERTIFICATE OF COUNTY TREASURER District Commissioners on thi$ day of 20 1, the undersigned, County Treasurer in and for the Courity of Ado. Sko#e of Idaho, p i�r tfi r-agLr irem is is of LC 50-1308, d-o hereby certi fg that any and all Curren t andlor d-eIiriqui�rit County Property Tcxes for the property included in this subdi%eision have been paid in full- Pre$ieen k Phis certificate is valid for the next thirty (30) days only, Ada Counter Highway -Diskriek County Treasurer Date F APPROVAL OF CITY COUNCIL i 1. the under-5igned, City Clerk for the City of Meridian, Ada C-ounty, Idaho, do hereby certify that at a regular rineeting of the City Council Held on the day of , y r of _-- this plat was duly occepked -arid approved- COUNTY RECORDER CERTIFICATE City Clerk, Meridian. Idaho STATE TAT COUNTY Or DADA SS 1 hereby certify that this instrument was filed for record o t tile re qu e$# of NV5 of Minutes pas# o'clock M., on this day of , 20 , in Soo k of PI a is of P-ages through under iris krurn-en t Nc- w 0 APPROVAL OF CITY ENIGNEER i Deputy Ex—Officio Recorder 1. the undersigned, Cfty Engineer. Gn and for City of M-eridion, Ado County, Idaho hereby apprvvt this plot. l� N V 5 City Engineer bate ? 1 F cz 690 Industry Nay, Suite 10 j Moridarw, Ip $:�154:2 x 208-342-5400 www-NV5.corn ORIGINAL SURVEY ON FILE AT WHPACIFIC, INC. PROJECT INFORMATION CITY OF MERIDIAN FENCING PLANT SCHEDULE 000°p°00000000pppOpO OO TOTAL SITE AREA: 603,34cl S.F. (13.85 ACRES) QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS BUILDING SETBAGKS. REQUIREMENTS DECIDUOUS SHADE TREES FRONT: 20' FENCING REQUIREMENTS IG AG Acer platanoides 'Crimson King' Crimson King Maple 2" GAL. B4B 45'H x 35'W II AREA 1 o LA-16536 cwa W BACK: 15 FENGIN6 REQUIRED AT ALL ABUTTING PATHWAYS AND COMMON OPEN SPACE 15 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. BffB 50'H x 50'W II °0 2/10/2021 `o� SIDE: 5' LOTS TO DI5TIN61.)I5H GOMMON FROM PRIVATE AREAS. 4 AS Acer platanoides 'Grimson Sentry' Grimson Sentry Maple 2" GAL. B4B 40'H X 15'W II BLOGK I LOTS 12 4 5 6 (NORTH 427 L.F. (EXISTING) 6-0" CLOSED FENCE 10 PA Platinus acerifolio 'Bloodgood' Bloodgood London Plane Tree 2" GAL. BffB 50'H x 40'W III AVERAGE BUILDING LOT SIZE: 10,050 SQUARE FEET (WITH EXISTING HOME), 2cl TG Tilia cordata 'Greens ire' Greens ire Linden 2" GAL. B8B 40'H x 30'W 11 °OOppo�opoopo�° 8,g59 SQUARE FEET (WITHOUT EXISTING HOME). SOUTH) 6 O CLOSED FENCE p p AREA 3 BLOCK 2 LOTS I-7 AND II (NORTH, 473 L.F. 4'-0" CLOSED FENCE 8 QR Quercus rubra Northern Red Oak 2" GAL. BffB 50'H x 35'W III f z LINEAL FEET OF STREET FRONTA6E (NOT INGLUDIN6 LOCAL STREETS, IN EAST, $ SOUTH) CONIFEROUS TREES WHIGH HAVE NO STREET TREE REQUIREMENTS): 1,418 L.F. BLOCK 2 LOTS 8, 10 (EAST $ WEST) 217 L.F. 6-0" CLOSED FENCE 6 PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine I 6-7' HT. BffB 30'H X IS'W BLOGK 3 LOTS 1-4 335 L.F. (EXISTING) 6'-0" CLOSED FENCE w M TOTAL NUMBER OF TREES PROVIDED: 136 BLOCK 3 LOT 4 (NORTHWEST ff 184 L.F. 6'-O" OPEN FENCE ORNAMENTAL TREES I Y AREA 2 y TOTAL NUMBER OF TREE SPECIES: q L) . CD� a UTHEA5T) 16 A6 Acer ginnala Amur Maple 2" GAL. B4B 20'H x 20'W I 6 6 o cy) o BLOCK 3 LOT 4 (EAST 8 WEST) IOa L.F. 6-O OPEN FENCE 17 GO Gercis conadensi5 Eastern Redbud 2 GAL. B8 B 25 H x 20 W I m L )cu 10 3 o W " 14 M5 Malus x ' rin Snow' Spring Snow Groba le 2" GAL. B4B 25'H x 25'W I 2 >_.m M W BLOCK 3 LOT 4 (NORTH 8 SOUTH) I IG L.F. 6-O OPEN FENCE � m BLOCK 3 LOTS 5-17 AND 22-26 2,006 L.F. 6'-0" CLOSED FENCE SHRUBS/PERENNIALS/ORNAMENTAL GRASSES S C ° : _ co 6 r (EAST 4 WEST, NORTH 8 SOUTH 0 v .eb 0 w (n.ot1° a �0 oV o 43 BT Berberis thunbergii 'Rose 61ow' Rose 61ow Japanese Barberry #2 5'H X 4'W - a N a ° a 3 0 z z BLOCK 3 LOT 17 ACCESS 467 L.F. 6'-0" CLOSED FENCE '- ° L.m cu 0 (NORTHEAST ff SOUTHWEST) WITH 3'-O" STEP DOWN 60 GA Golomagrostis x ocutiflora Overdam Overdom Feather Reed Grass #1 6 H x 3 W W r, 3 , L o s CITY OF MERIDIAN 35 GB Gornus olbo 'Bailholo' Ivory Halo Dogwood #5 5'H X 5'W • • • • • • 3 " a _`� N BLOCK 3 LOTS 18-21 318 L.F. 6'-0" CLOSED FENCE 33 EA Euonymus olatus 'Gompactus' Dwarf Winged Burning Bush #5 61-1 X 6W (NORTHWEST $ SOUTHEAST) 63 HS Helictotrichon sempervirens Blue Oat Grass #1 2'H X 2'W LANDSCAPE REQUIREMENTS LD 112 HM Hemerocallisg 'Stella d'Oro' Stella d'Oro Daylily #1 2;H X 2;W z■ KEY MAP w 78 LA Lavendula an ustifolia Munstead Munstead Lavender #I 2 H X 3 W 60 MA Mahonia agyifollum 'Gompacta' Compact Oregon Grape #2 3'H X 4'W 200 0 200 400 600 S. LOCUST GROVE RD. BUFFER 52 PM Pinus mugo '51owmound' 51owmound Dwarf Mugo Pine #5 3'H X 5'W 87 RN Rosa x 'Noaschnee' Pink Flower Gorpet Rose #2 2'H X 3'W Requirements: PER GITI' CODE II-315-7-G-3-b 47 SS Salvia x sylvestris 'Moinocht' May Night Salvia #1 2'H X 2'W SCALE: I"= 200'-0" a I TREE PER 35 L.F. LENGTH TREES REQUIRED TREES PROVIDED 113 SIB5piroea x bumalda '6oldflame' 6oldflame Spirea #2 4'H X 4'W o AND SHRUBS, TURF, -148 L.F. 27 27 44 VG Viburnum carlesii Korean Spice Viburnum #5 6H X 6W OR 6ROUNDGOVER WIDTH 20' BUFFER o a E. VICTORY ROAD BUFFER S. LOCUST GROVE RD. z K Requirements: PER CITY CODE II-3B-7-G-3-b — — — — — — — — o I TREE PER 35 L.F. LENGTH TREES REQUIRED TREES PROVIDED AND SHRUBS, TURF, 470 L.F. 15 13 — — — _ — — — — — — _ — — 1 W_ OR 6ROUNDGOVER WIDTH - 25' BUFFERIDJR -COMMON OPEN SPACE - -: ---- - -- _ _- -- - - ;3• -_- �� \ Requirements: PER CITY CODE II-36-3 O - - - - - - - _ _ -- - W IO% OF TOTAL AREA AREA REQUIRED AREA PROVIDED - - _ Copyright©2020 z LAND AREA TO BE 603,34G S.F. 60,335 S.F. cl7,13G S.F. (16%) I I All rights reserved. Reproduction or use in any form o I I I I or by any means without written permission of 2 COMMON SPACE (603,349*0.10= \� Breckon Land Design,Inc.is unlawful and subject to 0 60,335) 1 criminal prosecution. w J I TREE PER 8,000 AREA TREES REQUIRED TREES PROVIDED Iz t w S.F. a5,703 S.F. 12 12 I a 0 Il I I6 14 I 13 I I � I � PATHWAY LANDSCAPING I I I O 0 z II I Y Requirements: PER CITY CODE 11-313-12 a I TREE PER 100 LENGTH TREES REQUIRED TREES PROVIDED > n I I 1 I I w L.F. AND MIX OF 33q L.F. 3 4 SHRUBS, TURF, OR I I W 6ROUNDGOVER / --- ) 20• I I a • o O x 21 •)— ram° ) _ / W 96" ON CENTER EXTRUDED P05T GAP \N W I I = O Z H (STANDARD OPTION) 91" MAXIMUM SPAN \ 7 S. ALCAMO WAY Z Z W 1-1/2" x 5-1/2" BOTTOM RAIL I = WITH 1.5"X 1.25" Ti — — — — s2• I °I O r , ^ I GALVANIZED METAL INSERT HOLD TOP AND BOTTOM 22 / I •I ' �.J ` V J RAILS IN PLACE WITH GHQ / Im W 7/8" U-CHANNEL LOCK RING. \ I I I I Z REMOVE TOUN6E ON ONE 12 \ SIDE OF PANEL TO SIT 4" CONCRETE MOWSTRIP Q' I ` ' 0 - LJJ U J FLUSH AGAINST POST G�� W CONCRETE FOOTING cif O �P / I I I III G � `i' I SCORE JOINT AT EACH �Q/ \ GQ� \ O O O O I I 0to Q — POST P\� \ I O ( , FENCE POST, SET POST / 5• M O I I = v PRIOR TO INSTALLATION 24 / O I I I Q CD 7/8" x 6" TOUN6E AND L — OF MOWSTRIP G� / / - _ _ - - O I I 6ROOVE PICKET PLAN VIEW \ C I I Q I-I/2" x 5-I/2" BOTTOM RAIL ) \ — — M — •I I I 0 WITH 1.5"X 1.25" N "iN 5" SQUARE VINYL FENCE -- - - G w GALVANIZED METAL INSERT POST WITH 6ALVANIZED z I I I .. _ O Q METAL INSERT (TYPICAL) ) I I l I� 1 I' III � \ I � I �Z � I � = SET FINISH GRADE AS I I 0 W 12" WIDE GONGRETE II—II _ Q a 11= SPECIFIED U) 1 U MOWSTRIP I I > r 1 > N �I�IIII CONCRETE FOOTING AS It I0 — — 1 I W `•/ lull. k SPECIFIED t ° O O I I O Q NOTES: L 1-1 _III_ 1 I w_ � = II=1 6" AGGREGATE BASE ) I I N I. REFER TO LAYOUT PLAN FOR MOW STRIP -III=1!11� a = O �) I Ir LOCATIONS. — II=1 COMPACTED SUB-GRADE W o -1 1=1 "III \�"�, • I i `� 2. SCORE JOINTS ® 10 O.G. OR AT EACH POST. , b 3. INSTALLATION TO BE COMPLETED IN 31„ 31„ I I v E ACCORDANCE WITH MANUFACTURERS 2 (D o SPECIFICATIONS. k f Q > `1' 4. MATCH VINYL FENCE TO EXISTING VINYL _ _ — — — — — — ` r n o FENCE ON BERM OF ADJACENT PROPERTIES /Vk AA M 26 I �.J L S. TRAFORI AVE. 6 VINYL FENCE PANEL _ SCALE: 1/211= I'-O" ILL cn rr I - - U, O � 1-1/2 x 5-1/2 BOTTOM RAIL � WITH 1.5"X 1.25" Q 6ALVANIZED METAL INSERT f D 0 cn •' I 0 EXTRUDED POST GAP 27 / (STANDARD OPTION) \ HOLD TOP AND BOTTOM i _ „ - 96" ON CENTER RAILS IN PLACE WITH (� O I O I O I O CD O O 7/8 U CHANNEL LOCK RING. O I I I � I I ti 91" MAXIMUM SPAN W �'W�W y z3 — — -J 5 I a p0�= pW REMOVE TOUN&E ON ONE - 12 _ C� a 51DE OF PANEL TO 51T N 4" 5" GONGRETE MOWSTRIP • W Q 1 O ° \` m o FLUSH AGAINST POST �iN \ W Q c2 0 o yWW W2� ) C� � ?QQW?'Oz >, CONCRETE FOOTING W �(/ = Z �-X ct rg _ _ Q�Q�WW Q— �p RO�O � PROVIDE WIND CLIPS AT 1�2 , 38.00 \ � � �R , �W POSTS AND BOA OMB RAIL R — SCORE JOINT AT EACH I 2a ' — — — — x— vl�� Z W g 2 g C MANUFACTURER'S - F I �� RECOMMENDATIONS .I N I FENCE POST, SET POST O �� PRIOR TO INSTALLATION REVISIONS 7/8" x 6" TOUN6E AND N L OF MOWSTRIP — — I No. Date Description C GROOVE PIGKET PLAN VIEW ° _ 1-1/2" x 5-1/2" BOTTOM RAIL fr — — — — WITH 1.5"X 1.25' N -IN 5" SQUARE VINYL FENCE o GALVANIZED METAL INSERT "� POST WITH GALVANIZED `�" . METAL INSERT (TYPICAL) uI � 29 O I PROJECT NO.: v I I III . IIIIIII SET FINISH GRADE AS 20091 B 12" WIDE GONGRETE I I II II- SPECIFIED DRAWN BY: MOWSTRIPTH 11 II1I II1 CONCRETE FOOTING AS _ — at I I I I -II11 I11- SPECIFIED -C 1 . • II - NOTES: L 1-1� Z9 il- CHECJBKED BY: 0 II-1 6" AGGREGATE BASE I. REFER TO LAYOUT PLAN FOR MOW STRIP J DATE: II- 02/10/2021 Q rn LOCATIONS. -III=III III GOMPAGTED SUB-GRADE 0 2. SCORE JOINTS T 1 B O.G. 0R AT EACH POST. -11 11 111— - OVERALL LANDSCAPE PLAN z � 3. INSTALLATION TO BE COMPLETED IN 1�� o ACCORDANCE WITH MANUFACTURER'S 32 311, Z■ SHEET NUMBER o SPEGIFIGATIONS. 50 0 50 100 150 A 4' VINYL FENCE PANEL SCALE: "= 50'-O" 2 L1.0 o SCALE: 1/2"= 1'-0" L tZ I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT WHPACIFIC, INC. EXTRUDED POST GAP PLANT SCHEDULE v oo°°°z� �F L�°0000 °p°00000000000O (STANDARD OPTION) Q 1000 C<'�gZTz O°000 QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS o 7/8" U-CHANNEL DECIDUOUS SHADE TREES O 0 t REMOVE TOUN6E ON ICI AG Acer platanoides 'Grimson King' Grimson King Maple 2" GAL. B$B 45'H x 35'W II AREA 1 o LA-16536 cwo W ONE SIDE OF PANEL 15 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. B$B 50'H x 50'W II TO SIT FLUSH AGAINST 4 AS Acer platanoides 'Grimson Sentry' Crimson Sentry Maple 2" GAL. B$B 40'H X 15'W II POST 10 PA Platinus acerifolia Bloodgood Bloodgood London Plane Tree 2 GAL. B$B 50H x 40W III V °°OoNDSCA��'o°°° o 2cl TG Tilia cordata '6reenspire' 6reenspire Linden 2" GAL. B$B 40'H x 30'W II °OOoo�ccD0000°° ; 16' 8 QR Ouercus rubro Northern Red Oak 2" GAL. B$B 50'H x 35'W III Z CONIFEROUS TREES r 6 PF Pinus flexilis 'Vanderwolf' Vonderwolf Pine 6-7' HT. B$B 30'H X 15'W Q 7/8" x 6" TOUN&E AND M W M GROOVE PICKET ORNAMENTAL TREES - L� - � z " I - - - o a N co o 111 v o o N ci , 1-1/2 x 5-1/2 RAIL I6 A6 Acer ginnola Amur Maple 2 GAL. B$B 20 H x 20 W 1 rn � l0 0 �, o 17 GG Gercis canadensis Eastern Redbud 2" GAL. B$B 25'H x 20'W I I �s a a, Is � o w 14 MS Molus x I I II I ,L L to E .� W S rin Snow Spring Snow Groba le 2 GAL. B$B 25 H x 25 W I _ a�ia � 00 � owN �' a w SHRUBS/PERENNIALS/ORNAMENTAL GRASSES - ° � " 0 � Y ° u o m � .o —° aa) obN `0 0 w o .4 s " a LL 43 BT Berberis thunbergii 'Rose Glow' Rose 61ow Japanese Barberry #2 5'H X 4'W - -° o M.m ° 9 0 z a a 60 GA Galamagrostis x acutiflora 'Overdam' Overdam Feather Reed brass #I 6'H x 3'W J W cs s J car- C0 ` Z . . . . . . 3iia CD 35 GB Gornus albo 'Bailholo' Ivory Halo Dogwood #5 5'H X 5'W LL 33 EA Euonymus olatus 'Gompoctus' Dwarf Winged Burning Bush #5 6'H X 6'W — ■ _ ■ ■ - 65 HS Helictotrichon sempervirens Blue Oat Grass #1 2'H X 2'W L $ 112 HM Hemerocallis x 'Stella d'Oro' Stella d'Oro Daylily #I 2'H X 2'W KEY MAP W -78 LA Lavendulo ongustifolio 'Munsteod' Munstead Lavender #1 2'H X 5V4 nn< Lu 1 60 MA Mahonio aquifolium 'Gompocta' Compact Oregon Grape #2 3'H X 4'W 200 0 200 400 600 3 m VINYL FENCE - H T SECTION 52 PM Pinus wm w mugo 'Slowmound' Sloound Da W Dwarf Mugo Pine #5 3'H X 5' , 1 87 RN Rosa x 'Nooschnee' Pink Flower Carpet Rose #2 2'H X 5VI NOT TO SOAL� 47 SS Salvia x sylvestris 'Moinocht' May Night Salvia #1 2'H X 2'W SCALE: I"= 200'-O" a 115 SB Spiraea x bumalda 6oldflame' 6oldflame Spirea #2 4'H X 4'W o 44 VG Viburnum carlesii Korean Spice Viburnum #5 6H X 6IN m _ o ■ a LAND APE LEGEND S. LOCUST GROVE RD. o U ' Z ■ ' F + 12 + + + + + + + + + + + + + + t 12 T TREES TO BE REMOVED w + + + + + + + + + + 3 + + + + 3 + + + 3 + + + + + + + + + + + 12 + + + + + + + + + + + + + + SS + + + + + + + 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + +-7- � — HS -r + CA 4 SS + + 5 + 3 + + + + + + + + + + + + + + + + + + + + + + + + + 12+ + + + + + + + + + + + + + + + 12 + + + + I I EA + BT HS T ++ +—+mot � +—+ i i� � �+ 4. + + + + � + + + + + + + + + + + + + + + + + + 3 + + + + + + + + + + ++ + 7T+ �+—+ — — 00o PLANTS TO BE INSTALLED Lu 3 + - +—+--F O _ MS 3 z + t 7 5 +-i p O p + +— + Q + i + �- + + + +_+ + + + 12 HS Copyright C 2020 + + VG + SB t _ +- + + C� + + HM + + + + + + + + + + + + + + + + ++ + + +. + +—� _+ + + �_ O Z + + 3 + + + + + +—f --- -�t RN + + + �j + + + + + 3 + + + + + + + + + + - All rights reserved. Reproduction or use in any form o 20' LRNDSC APE 8U �E�--- - VISION TRIANGLE W O •/ 3 — 6 B O — PM + + — T T_—s _ — Q _ � HM + + + + HS + + + + + 5 + + + + + or by any means without written permission c 5 + + + + — M + + + + _+ Breckon Land Design,Inc.is unlawful and subject to 0 5 SS 3 3 RN 3 —- O - - ® - _ 1- +�_ ____________________ GUT EDGE AS DETAILED criminal prosecution. w _ (`-� •• - - a J 5 - 5 M HS GB VG I `� I + + R + QR I R BERM W 3 PM IR IR � � � a 6 3 ` 7 C 2 A6 LA � 3 SB 3 M HS 3 HS 6 5 GG 7 A6 - VG SB PM SS / 6'-O" WROUGHT IRON FENCE ° Ir Y 3 HS EA GB BT END 9 ■ TAN VINYL FENCE, HE16HT PER Lu I \ 3 I END 9 ■ PLANS SB I I I 10 I — — Lu PROPERTY LINE (VERIFY) a / SB 0 ■ Ir I ■ 10 QUANTITY w w 3 AS JB PLANT IDENTIFICATION KEY H SB G z 0 Z 5 IO G I LA 0 ■ ++++++++ TURF SOD OVER w 10 ' + + + + APPROVED TOP SOIL AS O O 3 O + + + + SPECIFIED. ° N In I O RN � W G 5 RN I I + + + + U - U GA 5 I IO C ■ 5 LA � G AS 3" DEPTH OF 2" MINUS > r/'1 0 Q o BARK MULCH OVER w GHQ RN 5 00 BEGIN SB SPECIFIED. 6 I APPROVED TOPSOIL AS CO 5 SS o w J 3 O / LA 5 00 $ 6 I o HS CO I BE61N 9 ' APPROVED ROAD MIX M Q G SS a 6 + + + I I HM BE61N 9 I GRAVEL IN BARROW DITCH W O ' O L + r-� ' O 7 + �—+ + + + + + + — + + + + + + r� f + + + + - CD < < Z 5 w w TG 5 w r G\�� \ BEGIN 6 2 AG ■ � CALLOUT LEGEND U 00 + � C) C) < AD 1 LLI .. 40i x 40' VISION TRIANGLE \ + / �+ �+ r + 2 20 x 10 VISION TRIANGLE w / / ..+ + + + + + + + + + + + + �+ + + + + + + + + + r+ + + + + + + + r+ + Q UJ 22 \ +�+ + + + Q SAVE AND PROTECT EXISTING LANDSCAPE AROUND > + + EXISTING RESIDENCE U Q �' ++ � � /+ + I I � F 4 SAVE AND PROTECT EXISTING 6"-O' VINYL FENCE O Q v J \ + + I I BEGIN 9 U) ■ ( 5 2'-0" TALL BERM IN COMBINATION WITH FENCE UJ DC U + + N � + A\Py BE61N 9 IJJ ' L 6 PROPOSED 6'-O" TALL TAN VINYL FENCE, SEE DETAIL I/LI.O � or) 6 O + �1 W L O�Q A + �0 O + \ 10 7 PROPOSED 4'-0" TALL TAN VINYL FENCE, SEE DETAIL �+` + 2/LI.O 0 C) ++ G ;�+ + \ sB 0 LL . L Q 5 �� 23 \ � P� I � L $ PROPOSED 6'-0" TALL VINYL FENCE WITH 3'-0" STEP DOWN HM �� \ + C�, % + I I AS IN THIS APPROXIMATE AREA, SEE DETAIL I/LI.I Z r + 00 5 + + 10 LL L PROPOSED 6'-0" TALL WROUGHT IRON FENCE, SEE DETAIL ++ .+++ I �✓" I LA 0 Z 3/L1.5 + O C) DF 1O EA 5 HS 6 dl + + \ _ 1O PLAYGROUNDRN O � 0 /� g � ■ F STORMWATER POND IN THIS APPROXIMATE LOCATION, PER CC a, M ��' 7 ++� \ < ■ , 11 CIVIL SHEETS 3 HM D 12 INSTALL TURF TO CENTER LINE OF BORROW DITCH SB HS GA 2� \ / ' � MENEMO MATCHLINE - SEE SHEET SL1.1 AS 2 + mmmll � s G �� f + * r+ ENEEL co + MATCHLINE - SEE SHEET SL1.2 O �O 7 � -ENDT"S to = t \ �\ .. • n�iii f i IFS h WIt a a Q�p= W o � yWui�p21: 2W� ZC Z. LANDSCAPE PLAN — AREA ONE 0 30 O 30 60 q0 Nopag2 m C o SCALE: I"= 30'-0" Q 2>uki g J R W C1 Q REVISIONS o. Date Description c rn 0 0 PROJECT NO.: 20091 B DRAWN BY: TM J at CHECKED BY: JB J DATE: 0 02/10/2021 zN o0 SHEET NUMBER LL A I- 0- 1 2 3 4 5 6 7 8 9 10 111 112 113 114 115 116 ORIGINAL SURVEY ON FILE AT WHPACIFIC, INC. TREE MITIGATION NOTES: PLANT SCHEDULE v °°o°Z�°oF❑'1" 41°O I. THE EXISTING TREES TO BE REMOVED THAT REQUIRE MITIGATION ARE AS FOLLOWS FROM QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS q °°°° S ��ITZ ° °°°o THE INTERIOR OF THE SITE (AS NOTED ON PLAN): - (1) 32" GAL. SILVER MAPLE DECIDUOUS SHADE TREES - (1) 20" GAL. CRABAPPLE - - — - o wo W Iq AG Acer platanoides Crimson King' Crimson King Maple 2 GAL, BBB 45 H x 35 W II o LA-16536 - (1) 13" GAL. PINE 15 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. B$B 50'H x 50'W 11 4 AS Acer platanoides 'Grimson Sentry' Grimson Sentry Maple 2" GAL. BffB 40'H X I5W 11 / °000lj moo° TOTAL CALIPER INCHES REQUIRED 10 PA Platinus acerifolia 'Bloodgood' Bloodgood London Plane Tree 2" GAL. BffB 50'H x 40'W III I V °OOoNDSCA�o 000 ; FOR MIT16ATION = 65 CALIPER INGHES 2q TG Tilia cordota 6reen5pire 6reen5pire Linden 2 GAL. B$B 40 H x 30 W II °000cc�oo°° 8 OR auercus rubra Northern Red Oak 2" GAL. B$B 50'H x 35W III / / 2. THE METHOD OF MITIGATION USED WILL BE TO PROPOSED (33) DEGIDUOUS SHADE TREES /" o OF 2" GALIPER. (SEE PLANT SGHEDULE) THIS RESULTS IN AN ADDITIONAL 66 GALIPER CONIFEROUS TREES / " w INGHES NOT INGLUDIN6 THE CALIPER INGHES OF THE REQUIRED PROPOSED TREES. 6 PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6-7' HT. B&B 30'H X I5W � N o M ORNAMENTAL TREES w � - 2 TREE MITIGATION NOTES: 16 A6 Acer ginnala Amur Maple B AREA = � �� 2" GAL. B8 20'H x 20'W I c U m o co m o 17 GG Gercis canodensis Eastern Redbud 2" GAL. BffB 25H x 20'W I o L E 5 c - � Is � 0 w 14 MS Malus x S rin Snow Spring Snow Groba le 2 GAL. BBB 25 H x 25 W I I. THE LANDSGAPE ARGHITEGT MET WITH MATT PERKINS, THE GITY ARBORIST, o a to E ° .� cb FD a w TO ESTABLISH MITIGATION REQUIREMENTS FOR REMOVAL OF EXISTING SHRUBS/PERENNIALS/ORNAMENTAL GRASSES — m M_ o 0 ° u TREES ON AUGUST 25, 2020. w w .s s a m N o U o i i i i > -° o rao .w -° CU w Z w a 43 BT Berberis thunbergii Rose Glow Rose Glow Japanese Barberry #2 5 H X 4 W 0 3 ." o a Z 60 GA Galamagrostis x acutiflora 'Overdam' Overdam Feather Reed brass #I 6'H x 3'W 3 0- o cD ° LL 55 GB Gornus olba 'Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W LL 33 EA Euonymus alatus 'Gompoctus' Dwarf Winged Burning Bush #5 6'H X 6IN ■ _ in ■ - 65 HE) Helictotrichon sempervirens Blue Oat Grass #1 2'H X 2'W L 112 HM Hemerocallis x 'Stella d'Oro' Stella d'Oro Daylily #I 2'H X 2'W KEY MAP 78 LA Lavendula angustifolia 'Munstead' Munstead Lavender #1 2'H X 3'W Z� 60 MA Mahonia aquifolium 'Gompacta' Gompoct Oregon Grape #2 3'H X 4'W 200 0 200 400 600 m 52 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 5'WEM I I I I I I I I , b7 RN Rosa x 'Noaschnee' Pink Flower Garpet Rose #2 2'H X 3'W SCALE: I"= 200'-0" 47 SS Salvia x sylvestris 'Moinacht' May Night Salvia #1 2'H X 2'W 113 SB Spiraeo x bumalda '6oldflame' 6oldflame Spirea #2 4'H X 4'W o 44 VG Viburnum carlesii Korean Spice Viburnum #5 6'H X 6W m 0 1 GA 2� +�' �� ', 3 MATCHLINE - SEE SHEET SL1.1 AS ■ . ■ \ � • :: ■ _ ■ ■ _ . U■ ■ _ ■ ■ _ ■ �. " _ ■ ■ _ ■ ■ " +■ ■ ■ _ ■ ■ _ . _ ■ ■ _ _ ■ ■ _ ■ ■ = ,■ ■ _ ■ ■ _■ . = . . _ ■ ■ _ ■ ■ _ ■ ■ � ■ ■ _ ■ ■ _ ■ ■ ■ ■ � LANDSCAPE LEGEND 2 + - -END o K s GA 5 + -r++ MATCHLINE - SEE SHEET SL1 .2 s 7 3 3 7 9 10 = 7 t + \ 5 GB EA A6 M BEGIN 7 SB I w rn + + HM 5 5 + + O BT rJ 2JI r TREES TO BE REMOVED U I c7 GA LA SS +%+ 4D y + $ 8 w x 5 5 7 + �Q + 1 VG PLANTS TO BE INSTALLED RN 6 END P 2 SB aR + + + + + SB + + ,� ■ w 5 $ \�G O \ ��+ + + + + + + + \+ + + + + 3 + +��p J Copyright CO 2020 _ LA + Q, �+ \ �� + + + + + + + + + + r� + + + HM 3 + Q z + 4 + + + + + + + + + + + + + U All rights reserved. Reproduction or use in any form o + + + + + fr + + + + + + + + + PF + ��p I VISION TRIANGLEitten 6 + or by any urnlawful ndsubjectto 0 5 2 �� + + + + + + + + + + + + + + + + + + ■ g + + + + + + + + + + ____________________ w +++ \ 7 5 + LJJ ■ GUT EDGE AS DETAILED criminal prosecution. w J I SS 5 $ + + + + + + + + + RN IO = ++++ \ + + + + + + + + + + + .+ HM + HS + /+ �? + + + + + + + + + �,� + + + � t BERM 7 + 5 + + + + + + + + + + + + + 3 W I I GG + + t- + + + + + + + + I + + GB + W ■ I 6'-0" WROUGHT IRON FENCE 10HM + 7 + + + + + + + 1� + + + + GG + + ■ w 25 BE6IN �j 2 + PM ++++++++ + ++ ++++ +++++ 10 + + + 1 �O 5 + TAN VINYL FENCE,\ 5 + + + + + + + + + + + + M + + W � I HEIGHT PER W + + + + + + + + + + + + GG + + z PLANS z xl + ++ \ M ��+ + + + + + + + + + + + + + + 3 + ■ : W + 3 i + + + + + + + + + + + + q + + a d PM I = ■ — — PROPERTY LINE (VERIFY) Ap O 5 + + + + + + + + + + + + + + + SS + + + + O U t o x cD + i + + + + + + + + + + 6 + O + + r + + + + + -� + + + + + 6 + + 3 + � I 10 QUANTITY0+ + + + + + HM 5 + + + Q o H +� EA i + HM + Ep +I 0 ■ ; JB PLANT IDENTIFICATION KEY O x �Q O o i+ + LA + + + + + > z \ + �+ + + + + + + + PA + + + + 3 3 + + + + 3 + ■ ` + + + + + + + + + + RN RN + + GB + + ++++++++ TURF SOD OVER +I t + 3 + + + + + + 1 + + + + 3 + + ___ - + 3 + + 1 + + + + I + + + + APPROVED TOP SOIL AS0 + + + + + + + + + + + + + +T+ + + + + + + MS 3 LA OR 5 + + + + ( , N o x 3 + A6 -7 + + + + + a + + + + + + + + 5 + + + + ■ SPECIFIED. `./ + t I + + + + + + + + + + + + + + + + + + + + + + + + + + HM + + + + + + U +++ , GB Op0 + HM + + + + + + + + + + + + LP + + Pi i + + + + + + + + + + + + + ■ r n x END 7 END 9 3" DEPTH OF 2" MINUS V J + 1 + + + .'t + + + + + + i z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + BARK MULCH OVER \ I I o + ++ a i +—+ +tom+—F + -r + — _ �+ + + — — + + + + — ■ APPROVED TOP501L AS J U J + M M M M M M M M 5 M M M M M M SPECIFIED. w Ir ° x 5 I Q coW = G 2 + TG AG + S. TRAFORI AVE. 5 ■ APPROVED ROAD MIX LJJ M Q ■ GRAVEL IN BARROW DITCH + 1 AD z 1 _ I c� D 0 r n 1 ++ + � + ml + � � OQ + CALLOUT LEGEND + UJ C/) 1 40' x 40' VISION TRIANGLE w .. I z -� O + ■ 2 20' x 10' VISION TRIANGLE w I O Q UJ 2� +1� + 4 2 ■ SAVE AND PROTECT EXISTING LANDSCAPE AROUND O + { TG } LU �� Q EXISTING RESIDENCE > — +t + + U 3 �� O I Q I 4 SAVE AND PROTECT EXISTING 6 -O VINYL FENCE O Q + + I 5 U) O - — Q O + + w O O rj 2 O TALL BERM IN COMBINATION WITH FENCE N w ICU 6, I + I 6 PROPOSED 6 O TALL TAN VINYL FENCE, SEE DETAIL I/LI.O T o y _ C� LLB co o — — — — — — I PROPOSED 4'-0" TALL TAN VINYL FENCE, SEE DETAIL ( , Q E + + ++ O 2/LI.O �-/ 0 +I+ �+ �� I $ PROPOSED 6-0" TALL VINYL FENGE WITH 3'-0" STEP DOWN Q o + I I + I : O IN THIS APPROXIMATE AREA, SEE DETAIL I/LI.I z + I' + I O PROPOSED 6'-0" TALL WROUGHT IRON FENCE, SEE DETAIL Q 3/L I.5 0 + F — — — — + � + 4 BE61N 28 _ 4 4 END 4 4 10 PLAYGROUND tL O + + 1 .2 ' + l 38.00' + ■ 0 3 — — — — — — — — _ x— — _ _ G STORMWATER POND IN THIS APPROXIMATE LOCATION, PERO+t + I GIVIL SHEETS c� ++ t+ : 12 INSTALL TURF TO CENTER LINE OF BORROW DITCH D +I O 6 � cn C + 0 - - + + _ +: t' I ■ ti ++14 *++ I o pp0� pW I �W�W y m + 5 + ■ �aC�QCWW �L ■ /Iy�� / � 2WCWZC� + AG w/ t� No°ag°2� a� c� + + I pack Zg C 0 2g (� Q O + [If 1+ + LIJ C/) ++ I REVISIONS _ + Ur C0 No. Date Description + O C + c 6 END + J + X + W + 4 BE61N 4 0 4 BE61N END 4 + + Li PROJECT NO.: N — — u 20091 B V DRAWN BY: LANDSCAPE PLAN - AREA TWO CHEC D BY: 0— 30 0 30 60 q0 a JB J SCALE: I"= 50'-0" DATE: 0 02/10/2021 zN o0 SHEET NUMBER A L1.2 0 - 0- I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OHKG'NA_ SJRVEY ON A WJPAC C, INC. v 00 PLANT SCHEDULE °°°°°z �°F�rD°°°°°o ■ � �I of 000°o g� gST Z QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASSI S. ALCAMO WAY DECIDUOUS SHADE TREES ■ LA-16536 cWa Iq AG Acer platanoides 'crimson King' Crimson King Maple 2" GAL. Bff B 45'H x 35'W 11 ■ - - - - - + + ++ +*+�+�++++ + °0 2/10/2021 15 AD Acer plotonoides 'Deborah' Deborah Norway Maple 2" GAL. B4B 50'H x 50N II - - - - 4-+ 1 °°o�1J Goo° s 4 AS Acer latanoides 'Grimson Sentry' Grimson Sentry Maple 2" GAL. B$B 40'H X 15'W 11 _� + + +__ 3 + + + + + + + p y y p + + + + GG \+ + °O000 NDS CAS oo°° o 10 PA Platinus ocerifolio Bloodgood Bloodgood London Plane Tree 2 GAL. B4B 50H x 40W 111 + + + + + 20 �f`�NDSGAPE BU==r� + 7 EA - O + I °oao❑❑❑❑0000° J 2q TG Tilia cordato '6reenspire' 6reenspire Linden 2" GAL. B$B 40'H x 30'W II + + + + + ++ + + ++ + + . . +- +-+ *_+ + + + + + + + MA + _ _ - O Q�Y+ + AREA 3 8 QR Quercus rubra Northern Red Oak 2" GAL. B B 50'H x 35'W III + + + + + + + + + + + + + + + + + + +� + + + + + + + +f _ �� + + Z ----- - Z + + + + + + + + + + + + + + + + + i + + + +�_ - - CONIFEROUS TREES --+ + -_ _+ + + + 5 + 0 + �+ _ - CA © a w UP M 6 PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6--7' HT. BBB 30'H X 15'W R ' S 6 5 OL LA U o o N ORNAMENTAL TREES _ 3 _ 5 _ 3 , 5 _ PM 13" VG 5 �• + U N o 16 AG Acer ginnala Amur Maple 2" GAL. B$B 20'H x 20'W I 2 GB 3 BT 3 VG 3 SB MS P� N +\ Y W .E a CU n 55 o w 17 GG Gercis canadensis Eastern Redbud 2" GAL. BBB 25'H x 20'W 1 ■ + ° L E a . ■ 55 HS HS SS I + 1 �� E � a � mM � a m 14 MS Malus x 'S rin Snow' Spring Snow Graba le 2" GAL. Bff B 25'H x 25'W I I I i +\�r - Q� o _ 0 O s SHRUBS/PERENNIALS/ORNAMENTAL GRASSES I I +io co + w .N a a z i i i i ■ 1 / D+ Vi m ° (aC m 3N 0 cc -° z 43 BT Berberis thunbergii Rose Glow Rose Glow Japanese Barberry #2 5 H X 4 W O 5 + O + L w cs s 3 L co o 60 GA Galamagrostis x acutiflora 'Overdam' Overdom Feather Reed Grass #1 6'H x 3'W i / Cg r + �� 3 U. a C0 w 35 GB Gornus alba 'Bailholo' Ivory Halo Dogwood #5 5'H X 5'W _ Z 33 EA Euonymus alatus Gompoctus Dwarf Winged Burning Bush 5 6 H X 6 W O I + L 63 HS Helictotrichon sempervirens Blue Oat Grass #1 2'H X 2'W ■ I ( KEY MAP w 112 HM Hemerocallis x 'Stella d'Oro' Stella d'Oro Daylily #1 2'H X 2'W ■ O I I ++ �+ w 78 LA Lavendula ongustifolia 'Munstead' Munstead Lavender #1 2'H X 3'W 1� 13 1� + + Z� 200 0 200 400 600 ' 60 MA Mahonia ac�uifolium 'Gompacta' Compact Oregon Grape #2 3'H X 4'W I / 6 I + + o 52 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 5'W / I t+ + , 87 RN Rosa x 'Noaschnee' Pink Flower Carpet Rose #2 2'H X 3'W 1 ■ ++++ SCALE: I"= 200'-O" a 47 SS Salvia x sylvestris 'Mainacht' May Night Salvia #I 2'H X 2'W O AS I + z 113 SB Spiroea x bumoldo '6oldflome' (3oldflame Spirea #2 4'H X 4'W BT ++ o 44 VG Viburnum carlesii Korean Spice Viburnum #5 6H X 6'W O 11 3 r +� 1 m ■ I �+ + o LANDSCAPE NOTES: , , TG �+ ++,+ + i +�+ + 20„ I 5 ++ LANDSCAPE LEGEND K I. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHIGH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. + + 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE ■ t+ 5 + ' z CONSIDERED IF SPECIFIED PLANT MATERIALS GAN NOT BE OBTAINED. + + + + + + + + +-.+ + + + + + + +��+ VC I ++I+ VV TREES TO BE REMOVED w 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. t / + I w 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP. - - �� 1- + I + + 'I 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. -W-�-W W W W W W + + I �+ 1 0 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTED IF NOT IN A SOUND AND HEALTHY ■ / 5B _ I +++I+ O PLANTS TO BE INSTALLED z CONDITION. +I GL -7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SGHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. TC •i 6 i ++++ I Copyright C�2020 Lu x 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3 DEPTH OF LARGE MINUS) BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. ■ 4 + I + + All rights reserved. Reproduction or use Inany form o q. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR ■ AD t + + VISION TRIANGLE or by any meanswimoutwrittenpermissionot NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. + + + Breckon Land Design,Inc.is unlawful and subject to 0 T T + criminal prosecution. J 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE GRADING PLAN. +-+ +T ---mot+ + 32" + I+ e I -------------------- GUT EDGE AS DETAILED IL AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL OR6ANIG MATTER A MINIMUM OF 6 INCHES + + + + + + + Lu INTO TOPSOIL. ++ ++I+ I BERM z 12. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. co ++�+ ' lm Q 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE TOPSOIL TO A + +1 6'-0" WROUGHT IRON FENCE 10SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS, AND I" BELOW ADJACENT SURFAGES J I J I + + L +++ a OF TURF SEED AREAS. ■ +�, I i + TAN VINYL FENCE, HEIGHT PER w 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A W ■ W I +++ +++ PLANS o GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, LJJ LL1 + �+ 5 + GLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT = _ + + - - PROPERTY LINE (VERIFY) PM I Z MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE TO EITHER: U) ■ C/) + W o A) PROVIDE APPROVED IMPORTED TOPSOIL, OR W ■ W + _ I + 10 QUANTITY LL B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. ) LU LU - - - - 7 +t JB PLANT IDENTIFICATION KEY W & H 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, 11 O z WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. I I •LU LU I + ++ + + + + w A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM Z ■ Z 8 I O + 6 + + A + + + + TURF SOD OVER NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. - ■ - O + + I + + + + + APPROVED TOP SOIL AS LL B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXIGITY, AND GENERAL TEXTURE BY A REG06NIZED GOMMERGIAL OR GOVERNMENT AGENGY AND COPIES D 2 2 + ��+ L1 .5 + ++++++++ SPECIFIED. O U N Lu ° OF THE TESTING AGENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A y 0 I H + I i I r n FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE PH. 5.5 TO 7.6. + I CDLu Q ■ Q O I I 3 DEPTH OF 2 MINUS /P1 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. ■ + 9 + I �J z + + BARK MULCH OVER s 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE STRUCTURES OR FACILITIES. TREES SHALL NOT BE PLANTED WITHIN 5'-0" OF AN �I A.G.H.D. SIDEWALK. ) I +t + r +� APPROVED TOPSOIL AS LL 18. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSGAPE AS I + 6 SPECIFIED. W W IRRIGATION SYSTEM. ++ + +1 0 Q w (� Iq. IN THE EVENT OF A 0I5GREPANGY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 5 + + Q 10 - + �- APPROVED ROAD MIX O EA GRAVEL IN BARROW DITCH Q IRRIGATION NOTES: SB _ _ �r �a: �r m •' S '��+ I U � z I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC, UNDERGROUND SPRINKLER SYSTEM WHIGH INSURES COMPLETE GOVERA6E AND PROPERLY ZONED FOR REQUIRED WATER USES. 8 +I 1 > CD Q EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. VG + Go + I + LLI 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. �+ Cl) I + 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS AND 18" AT PLANTER BEDS. N ■ co + CALLOUT LEGEND 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR SHRUB MA55IN65 SHALL HAVE A POP-UP SPRAY J J I + D I+ 5 + SYSTEM. > + GB +++ 5. ELEGTRONIG WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: I 1 + 0 + 8 + + I J F a. PRECISE INDIVIDUAL STATION TIMING W ■ W + Z + 5 + I 1 40' x 40' VISION TRIANGLE w b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES LU ■ LUI z c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE _ ::I:: + + + I I +++I 2 20' x 10' VISION TRIANGLE w d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF Cn I Cn + + 3 O i� + `� Ir Q e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. LU LU + Q SAVE AND PROTECT EXISTING LANDSGAPE AROUND / 1 >6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. W ■ W + G ++ EXISTING RESIDENCE v UJ 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD GOVERAGE WITH TRIANGULAR SPAGING. U) ■ U) I + I N}+t 4 SAVE AND PROTECT EXISTING 6"-0' VINYL FENCE O 0 Q 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). L1J I L1J 11 1� _ _ - - - 3 AO wF - W q. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH I AUTOMATIC VALVE ZONES. APPROVE Q.G.V. LOCATIONS WITH LANDSCAPE ARCHITECT. Z ZO I t G ILL + 1 2' 0" TALL BERM IN GOMBINATION WITH FENCE Imo_ 5 � � Q J ■ J 3 I� I - TOPSOIL NOTES � + �+ PF IIIW.+ 6 PROPOSED 6'-O" TALL TAN VINYL FENCE, SEE DETAIL I/L I.O = rvl l U U + I� + UJ o + +1 + 5 - PROPOSED 4'-0" TALL TAN VINYL FENCE, SEE DETAIL I ^I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER Q Q ++ 1+ C + O 2/LI.O 5 tJJ 7 EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. ) ■ + + I + L 0 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY ■ I + ++ 5 ++� O PROPOSED 6'-0" TALL VINYL FENCE WITH 3'-0" STEP DOWN Q o FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, OR6ANIG MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS + � O BT + IN THIS APPROXIMATE AREA, SEE DETAIL I/L1.1 co OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. I I + ++ 3 I r0 D 6 BEGIN PROPOSED 6'-O" TALL WROUGHT IRON FENCE, SEE DETAIL Z a 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A REG06NIZED COMMERCIAL OR GOVERNMENT A6ENGY AND COPIES OF THE TESTING 0 A6ENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE ■ I+ 3 SB T+ I O 3/L1.5 SPECIFIED PH AND ORGANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A +■ + PM 3 + 5 10 PLAYGROUND U FROZEN OR MUDDY CONDITION. + 3 3 LA + + + + + + +-�+ + + + + + + + + + / 1 RN tL + O 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO t+ _+_+ + + 9 END PM BT 11 STORMWATER POND IN THIS APPROXIMATE LOCATION, PER BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. - ■ CIVIL SHEETS 5. GOMPAGTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: M M 4 M M + 9 + 12 INSTALL 3: A. LAWN AREAS: q INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. AG 5 Cc) o 0 + I INSTALL TURF TO CENTER LINE OF BORROW DITCH + O B. PLANTER BEDS: 18 INCHES MINIMUM � I D 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE ■ S. TRAFORI AVE. HIM 3 + + 5 + + (n U OF TOPSOIL SHALL BE 2 BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND I FOR SEED. ■ LA + + + + + + I V, 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. /+ 3 + 7 + + + H5 3 + + G 3 + + + + GG + + M + + + + + I + � 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROGK + + + + + + + 5 + + + MS + + + + BT 6 + + _ MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROGK MATERIALS. T +�+ - + + + + + + + + + RN + + + + + + + + + + + W Q:W y CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. +-q_ T� + + +-++ + + + + + + + + + + + + + + + + + + + + + + + + SB +, + a c c°z LU c + + + + + + �f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . LOUZ 7 + + + + + + + + + + + + + + + + + + + + + + + Ij + \� ymLU � TURFAREAPREPARATIONNOTES: + + + + + + + + + + + + + + + + + + + + + 3 + + zW0W_0� + HM + + + + + + + + + + + + + + + + + + + + WMV ►vc�W?c�° BEGIN 9 P• + + + + + + + + + + + + + + + + + + + + + + Q + W� Wz �Y�� I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. ■ y + 5 + + + + + + + + + + + + + + + + + + + + + 3 + CO m a o a o m 2. NEWLY GRADED 5UBGRADES: LOOSEN 5UBGRADE TO A MINIMUM DEPTH OF 4 INCHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND ■ �+ + + + + + + + + + + + + + + + + + + + + + I C� w o Q Z z C o OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. I t + 5 + + + + + + + + + + + + + + + + + + + + + + 3. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADE. + + + + + + + + + + + + + + + + + + + + + + + + + ° TC + + + + + + + + + + + + + + + + + + + + + + + + 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD. L ++ + + + + + + + + + + + + + + + + + + + + + + 3 5. UNGHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXGAVATING, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE + 5 + + + + + + + + + + + + + + + + + + + + X REVISIONS _0 SOIL AS FOLLOWS: + + BT + + + + + + + + + + + + + + + + + + + 9 + No. Date Description + + + + + + + + + + + + + + + + + + + + + + � A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. + 5 B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. APPLY SOIL AMENDMENTS AND FERTILIZERS AGGORDING TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY O + + + + + + + + + + + + + + + + + + + + + q INTO TOP 6 INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. ■ 2 I 3 + + M + + + + + + + + + + + + + + + + + + + N , 6' 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. I + + + + + + + + + + + + + + + + + + + + o I I + 5 + + + + + + + + + + + + + + + + + + 0 A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. I I P1 t + + + + + + + 11 + + + + + + + + + + + � B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, VEGETATION, AND TURF, OFF OWNER'S PROPERTY. + + + + + + + + + + + + + + + + + + + + l 0 + + + + + + + + + + + + + + + + + + + + O q PROJECT NO.: < 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH UNIFORM SURFACE PLANE WITH LOOSE UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ■ 9 ti O� 5 .�- 20091 U ELEVATION. ROLL AND RAKE, REMOVE RI D6E5, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. ■ +++++++++++++++++++++++++++++++++++++++++++ O !� B v 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. DRAWN BY: ++ 5 +++++++++++++++++++++++++++++++++ � V � q. BEFORE PLANTING OBTAIN LANDSCAPE ARCHITECTS ACCEPTANCE OF FINISH GRADING• RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. 1 + + + + + + + + + + + + + + + + + O ¢ TM ^ ■ I + + SB + + + + + + + + + + + + + + + . ° �� I CHECKED BY: � WEEDABATEMENTNOTES: + + + + + + + + + + + + + + + + + �� JB �, I + 3 + + + + + + + + + + + + +D t VG + + + + + + + + BEGIN 9 + + U + + + 4 + + + + + + + + + + '�� DATE: J I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDROSEEDIN6. 4 + + + + + + + + + + + + + + END 4 6' 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH GROUND-UP-4 (CONTACT HERBICIDE) OR APPROVED EQUAL. ■ END 9 + + + + + + + + + + + + + + 02�10�2021 Q 0 + + + + + + + + + + + + + 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. ■ x��_ x ---•x x- ---x-x ----�-X� B 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR 0 THREE TO FIVE (3-5) DAYS. / SHEET NUMBER 5. APPLY SECOND APPLICATION OF GROUND-UP-IN TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER LANDSCAPE PLAN AREA THREE A n FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. L1.3 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. Z� 6' 7. AT THE TIME OF PLANTING AND HYDROSEEDIN6, ALL PLANTING AREAS SHALL BE WEED FREE. 30 0 30 60 q0 SCALE: I"= 30'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINA_ SJRVEY TON A WJPAC C, INC. 'A' A' o�� ZE oOF o1D.�g�,OOo °o A = LENGTH, AS SPECIFIED o000o g� �g1Tz Rn. �p o°o e OR PER PLANT SCHEDULE o 00 B = 05% OF 'A' 0 LA-16536 �,a w 3 DEPTH OF MULCH AT 1-1 w o PLANTER BEDS o°o o 8" + o00 2/10/2021 oo o w PLAN VIEW °O�ao 0oo0oop0°°�000 0 Z -III `'� �'' FINISH GRADE PER PLANS o IIII I—^ -III _ III - l II APPROVED TOPSOIL AND SOIL EDGING, PER PLANS AND DETAILS I IIIAMENDMENTS AS SPECIFIED w o E M o FINISH GRADE 6ROUN000VER PLANTING PER E o M CONSTRUCT 2 EARTH PER PLANS GUT EDGE o0 PLANTING PLAN ) c Ip CO o BERM AT EDGE OF 1 ROOTBALL, FILL TREE n PLANTER BED CUT EDGE L 5 E ° � n ° w RING WITH MULCH, AS MULCH, PER PLANS, 3 DEPTH OVER L L. o IS Iu o w SPECIFIED. - ENTIRE BED. DO NOT COVER GROWNS a) a w E m .� co a w FINISH 4 NOT TO SCALE m GRAPE 3" THICK MULCH (TYPICAL AT TREES IN TURF AREAS) �/ of PLANTS w � o a CO o / / / / / / — -o N a -o i LAYER, KEEP MULCH 3" //V// V//V//V//V//�� SPLIT ALL ROOT BOUND ROOTS WITH 3 = o N -a / / / / / / /�/� f6 L L L f6 r. .. SLOPE PER AWAY FROM TRUNK. �A//�A /�A//�A//�A//�A /�A//�A// EC2UAL SPACED VERTICAL GUTS. u- a co PLANS �� o BAGKFILL MULCH TO /��/��/��/��/��/��/��/��/��/��/� DEWITT PRO 5 WEED BARRIER FABRIC • _ • • - III - /ice/ice/ice/ice/ice/ice/ice/ice/ice/ice/ice/ice/ice/ice /�/i z TOP OF EARTH DAM. \ /A /A /A /A /A/A/A/A/A/A/A/A/A/A /A OR APPROVED EG2UAL z z /i/i/i/i/i/i/i/i/i/i �i /i /i/i/i V�Xy Lu o w TILL SOIL TO A DEPTH OF 12 , /��A/x //�A/��A SLOPE PER WHEN PRESENT: BUD BAGKFILL WITH APPROVED TOPSO I L POINT (A MINOR ROOT FLARE/COLLAR (SWELLING AT _III AND SOIL AMENDMENTS, AS SPECIFIED. w �A//�A//�A// /�A//�A //�A/ �A/� //�A//�A �A//�A//�A// GROOK I N THE TRUNK SOIL LINE WHERE STEM TISSUE -III - _III_ Q w �j��j��j/ ��j�� j/ j��j��A��j��j JUST ABOVE THE TRANSITIONS INTO ROOT TISSUE) TO SUB6RADE / / ////�// �� /X X / SOIL LINE) TO BE z BE AT SOIL LINE. ^°- / FINISH APPROXIMATELY I YY E TI N =1I � III I- PREVAILIN6 WID SIDES OF HOLEAROU&H ABOVE THE SOIL ROOT PROBE �� _n y DIRECTION NOTES:IIIIIIII III III III III III III �d billy� o S UNEVEN ; I. ALL 6ROUN000VER PLANTS TO BE PLANTED ON CENTER AND IN A -N , .�,�. � TRIANGULAR PATTERN. E III IIII IIII III SOIL LINE �` =cq�e_ WIDTH WIDTH WIDTH WIDTH WIDT BAGKFILL WITH _ a ` �d�"�N 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURERS o 2 ti - = s REMOVE DEAD/DAMAGED BRANCHES RECOMMENDATIONS TO ALL GROUNDGOVER BEDS. o K OF BALL OF BALL OF BALL OF BALL OF BALL APPROVED TOPSOIL -` AND PRUNE A INTERNATIONAL o rt 5' MIN. DIA. AND SOIL AMENDMENTS 1 z _ PERENNIAL & GROUNDCOVER w P 1� AS SPECIFIED. ��yr�� ' SOCIETY OF ARBORICULTURE U TREE RING �;u , =��' ��, �= STANDARDS; IMPROPERLY PRUNED w SET ROOTBALL ON NATIVE, UNDISTURBED " n� z TREES (AS DETERMINED BY THE S�a e; 1"- -75 NOTES: SOIL WHERE APPLICABLE. 7 qq&, lo 1�� LANDSCAPE ARCHITECT) SHALL BE PLANTING HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT w I. SEE DECIDUOUS AND/OR GONIFEROU5 TREE PLANTING DETAILS FOR ADDITIONAL BE 2" MAXIMUM REMOVE MAIN LEADER!! z INFORMATION. BELOW SOIL LINE. Lu x _ RUBBER GINGH TIE 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE UTILIZE SOIL/ROOTS° �� ? Copyright C�2020 z yam, WHEN PRESENT: BUD All rights reserved. Reproduction or use in any form o CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. PROBE AROUND '' j�';r �« � g w ft ,; r POINT (A MINOR or by any means without written permission of 2 5. LANDSGAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER TRUNK (APPROX I"-2" �,r �' "' `'a q,' i° 2"x 2" WOOD STAKE (LENGTH AS ROOT FLARE/COLLAR (SWELLING AT Brockon Land�esi n Ina is unlawful and sub ect to 0 PRIOR TO INSTALLATION OF PLANT MATERIAL. ,��`� °'"1( e CROOK IN THE TRUNK AWAY FROM TRUNK) � SOIL LINE WHERE STEM TISSUE criminal prosecution. w �i REQUIRED)-DO NOT PENETRATE JUST ABOVE THE J 4. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. ENSURE EARTH DAM DOES NOT LEAK g'''� u 1 � ' ''�'� � TRANSITIONS INTO ROOT TISSUE) TO �r TO LOCATE HIGHESTy '' _ e' ROOTBALL. SEE NOTE I. SET STAKES SOIL LINE) TO BE it OR ERODE AND REPAIR AS REQUIRED. �'�rlt "4&`�"= BE AT SOIL LINE. ROOTS. � .� ) ,'P PARALLEL TO PREVAILING WIND. APPROXIMATELY I Y2" PREVAILING WIND a ABOVE THE SOIL ROOT PROS DIRECTION TREE PLANTING ON � rv.�iPtri LINE w 1 " �1 REMOVE TREE WRAP TRUNK PROTECTION, AFTER INSTALLATION NOT TO SGALE �s � " SOIL LINE � " Lu CONSTRUCT 2 EARTH BERM AT E06E REMOVE BURLAP, BERM OR SLOPE TWINE AND WIRE � �rs �� q`� ��'' �� OF ROOTBALL, FILL TREE RING W/ iv REMOVE DEAD/DAMAGED BRANCHES w BASKET FROM TOP � ��.w '� � Z MULCH AS SPECIFIED. AND PRUNE TO INTERNATIONAL � OF ROOTBALL, w �w ;''\= Q„%r'r, ^� �e REMOVE ALL NAILS, w _ � � 1i�` SOCIETY OF ARBORICULTURE o o 3 THICK MULCH LAYER, KEEP MULCH STANDARDS; IMPROPERLY PRUNED w TIES, AND PLASTIC N �o Z 3" AWAY FROM TRUNK. o w Q TREES (AS DETERMINED BY THE O H FROM ROOTBALL. IF J cv s LANDSCAPE ARCHITECT) SHALL BE 7 KEEP GROUND LINE SAME AS NURSERY LINE SYNTHETIC BURLAP IS o FINISH &RAPE H16HEST ROOT SHALL 1 J _ REMOVED AND REPLACED. DO NOT L w UTILIZED TO WRAP BE 2" MAXIMUM e�� REMOVE MAIN LEADER!! w � /j/j/j /j/j/j �/ �/ �/ �/ /j COMMERCIAL SLOW RELEASE REMOVE ANY PLASTIC, BURLAP, NAILS, OR THE ROOTBALL, IT - /�/�/ / /� /�/ SHALL BE Q w ��//��//��// / /��/j�� //�� // //�//��/� FERTILIZER TABLETS BELOW SOIL LINE. OTHER MATERIALS FROM THE ROOTBALL SHALL /��/ / / / / / / UTILIZE 501L/ROOT RUBBER CINCH TIE ° WHIGH MAY LIMIT ROOT GROWTH COMPLETELY v� /jam/ /j//� SIDES OF HOLE ROUGH d UNEVEN PROBE AROUND REMOVED. ONLY -III /A/ / „ Lu TRUNK (APPROX I 2 2 x 2 WOOD STAKE (LENGTH AS CD CD CONSTRUCT 2" EARTH BERM TO FORM A BIODEGRADABLE \ \ III BAGKFILL WITH APPROVED TOPSOIL AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE WATER RETENTION BASIN, FILL BERM WITH BURLAP SHALL BE �J J o AND SOIL AMENDMENTS AS TO LOCATE HIGHEST ROOTBALL. SEE NOTE I. SET STAKES MULCH, AS SPECIFIED LEFT ON THE BOTTOM -III IIIIIIII SPECIFIED. BAGKFILL IN 6" LIFTS ROOTS. �° PARALLEL TO PREVAILIN6 WIND. w - - OF THE ROOTBALL. w / o WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP z Q M Q MULCH, PER PLANS, 3" DEPTH OVER ENTIRE LIGHTLY AS REQUIRED, BAGKFILL 0f 0 REMOVE TREE WRAP TRUNK OF BALL OF BALL OF BALL OF BALL OF BALL o G BED. DO NOT COVER CROWNS OF PLANTS SOIL EVEN W/ TOP OF ROOTBALL, w af v PROTECTION, AFTER INSTALLATION Q DO NOT OVER GOMPAGTII J PROVIDE DEWITT PRO 5 WEED BARRIER 5' MIN. DIA. TREE RING O • - O CONSTRUCT 2" EARTH BERM AT EDGE LU FABRIC OR APPROVED EQUAL ? w OF ROOTBALL, FILL TREE RING W/ z - —III SET ROOTBALL ON NATIVE UNDISTURBED SOIL V) MULCH, AS SPECIFIED. PROVIDE COMMERCIAL FERTILIZER TABLETS NOTES: m r^ < Z — — — — — AND BBIOSTIMULANT, AS SPECIFIED, FOR EACH I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO o 3" THICK MULCH LAYER, KEEP MULCH V) INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF 3 AWAY FROM TRUNK. w WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING REMOVE BURLAP, BAGKFILL WITH APPROVED TOPSOIL AND TWINE, AND WIRE FINISH GRADE WIDTH OF SOIL AMENDMENTS AS SPECIFIED. BAGKFILL SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. BASKET FROM TOP 0w 6 ROOTBALL 6, IN 6" LIFTS WATER EACH LAYER DO NOT 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE21� ////////////// // /////////// COMMERCIAL SLOW RELEASE LANDSCAPE ARCHITECT BEFORE PROCEEDING. R OF E ALL A IL �A U Q TAMP OR OVER COMPACT. REMOVE ALL NAILS Q w /��/��/� / /� / / //jam/jam FERTILIZER TABLETS 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF �V�V� �\ V / V /V/ /V/V/ TIES AND PLASTIC SIDES OF HOLE ROUGH UNEVEN UJ NOTE: ��/ �/� CONSTRUCT 6" MOUND OF TOPSOIL PLANT MATERIAL. FROM ROOTBALL. IF -III // _ _ _ U 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE / - — III / — = = I. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAG SYNTHETIG BURLAP IS cr WE. BAGKFILL WITH APPROVED TOPSOIL > CD UTILIZED TO WRAP ' ` 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. —III IIIIIIII III I AND SOIL AMENDMENTS AS V THE ROOTBALL IT Q &ROUNPGOVER BEDS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT - I I , III III III, SPECIFIED. BAGKFILL IN 6" LIFTS, O Q u IMMEDIATELY. SHALL BE —III= I— ^ S 1 1 R U B PLANTING COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP < 2 A CONIFEROUS TREE PLANTING REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL � � � Z NOT TO SCALE5 BIODEGRADABLE 5' MIN. DIA. SOIL EVEN W/ TOP OF ROOTBALL NO TO SCALE BURLAP SHALL BE TREE RING DO NOT OVER GOMPAGTII T o LEFT ON THE BOTTOM 101 i w OF THE ROOTBALL. SET ROOTBALL ON NATIVE, ♦ 1 UNDISTURBED SOIL v E o 4„ NOTES: 1. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS o RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT CO FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS 6REATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSGAPE ARCHITECT BEFORE PROCEEDIN6. v 3. LANDSGAPE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AN00 WNER PRIOR TO INSTALLATION O OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR :$ FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT J D 5L I PPAGE. o I y2" 50. TUBE STEEL 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. RAIL 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE r n c� ARCHITECT IMMEDIATELY. v 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 6-0" IN WIDTH, PROVIDE TREE ROOT _1E 1/2" 50. TUBE STEEL BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND W PICKET E06E OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL A6ENGY APPROVAL a a c W y AT 4 O.G., TYP. o o z °► REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. y W p O J SOLID o 6' TALL SOLID \� ym o NlzN VINYL VERIFY w Z 11J Q: - n COLOR WITH DECIDUOUS TREE PLANTINGW 51 oo�� p�pRt�RCWW � OWNER OlX Q 2" 50. TUBE STEEL v NO- 70 GALE J?o k o C POST AT 6' O.G., TYP. PROPOSED I cQi' W RESIDENTIAL O m PROPERTY � v REVISIONS } W CONCRETE PAVING PROPOSED 5' No. Date Description OR LANDSCAPE 2:1 MAXIMUM W CONCRETE FINISH GRADE, REFER SLOPE SIDEWALK TO rn \ MATCH MERIDIAN TO PLAN LANDSCAPE BERM - PLANTER BED GUT EDGE (TYP.) ROAD o - - 1=III—ITI=I T I o - -III=ITI=I 1 I=ITI=ITI=ITI=I =ITI=I T=l 1---- - A.G.H.D =III-ITI=ITI-III-ITI=ITI=ITI-IIIi��lll-lTl_111-ITI—ITI—ITI—ICI—III—�—_ _ CENTERLINE �' I-III-III-Ili III III III III IIII I� - � �i - -_ ITI ITI III-III P R AY TRIP _ -lil=lil-lil=III-III=III-III=III-III= ELEVATION S PROJECT NO.: — — — — _ = ——ITI-ITI-IIIIIIII=ICI=III=1�1 IIII-III-iii= — — ---llliTIIII�IITIIIII�,I�I=III-1�l-III-� _ — — E. VICTORY ROAD __==lil ilil- - - � __ ____ ___________= 20091 =III=III=III=IIII mill =III=11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III =III=III=III=III=III=III=III=III=III=III=III=11I _ _ _ _ _ _ =11-i =i -1I I-III-III-I -I -I -III-I I I_I I I-I I I_I I I-I I I_I I I-1I-1I I-III=III-1I-1I-1I- -1I-1I-1I-1I-1I-1I-1I-11= - — — — — — — — = I-I I I_I I I-I I I_I I I=III=III-1I-1I-1I-1I I-I I-III- -III—III—III—III—III—III —i i—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III III-III=1I-ITi=1I-ITi=1I-ITi=1I-III 111-1 I=111-1 I-III-III-III-III=11I-III=11I-III=11IHifflifflifflifflifflifflB _V � -III-III-III-III=III=iii--- - - - - - - - - - - - - - - - - - - - - - - - - Q NOTE: N DRAWN BY. TM ^J 1) FINISH SHALL BE MANUFACTURE'S POWDER GOATIN6. SUBMIT COLOR SAMPLE FROM FULL CHECKED BY: COLOR PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING. 11'-0" 14'-1" 50" 6'-5" �B 2) CONCRETE POST FOOTING SHALL BE 12" MINIMUM DIAMETER X 36" DEEP (4500 PSI). - lieloe J 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATCH ADJACENT DATE: o SURFACES. 02/10/2021 Q 0 4) CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY DE516N PROFESSIONAL PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED - O COLOR AS DIRECTED BY OWNER.cl� SHEET NUMBER LL A TUBE STEEL FENCE BERM ADJACENT TO E . VICTORY ROAD 3 6 L1.5 �' Scloie: 1"=i'-O" S ale: 4" = -o" 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ■ I� __ "-won w I •' so t ! f +k ' i -SIR s•r�r� s� rl wry - }a r � � 1 i - s 3 � -o // .. \\co cli / {/ 2 L k) _ kE )\\ r )3 § }k ~ 2/k L- 2 ee Q L \ \B C, 0 o o a 2 //j)}\2}L ® \ƒ (»a/Moa-,Amm \ ƒa3/ \/)�?�: ERi: \ \ \ ® _ \ / / \ \ \ / \ \ ) / (\ j 4 )) \ / \ \ ) § \ \ j % g �■\ / ■■■i m $ & z . / 2 b . � \ z CN jm w ƒ M ® w \ § \ \ C? ~ e » / \ & & * ■■■ m / \ \E \ \ m § < M o § I w o § 4 = ) ƒ z co ■ � M: 2/ mm § § ca ° � 7 > � C o V F V XREF INDEX: SHEET INDEX 4 1 .0 - COVER SHEET & NOTES 3 0 CD 2.0 - CONSTRUCTION COPY OF PLATC H A L L 1 N 3.0 - PLAN & PROFILE 1 'hr"1 R Drr Vrr L P M'hr" N 9 NCa PROJECT SITE N � �, 3.1 - PLAN & PROFILE o Lrm3 _N � 3.2 - LOCUST GROVE IMPROVEMENTS C', CO 4.0 - DETAILS Jco 4.1 - DETAILS CAC I JF--., CREEK U B D IONZ E PALERMO DR p S S 5.0 - UTILITY PLAN cz A PARCEL OF LAND ALL LOCATED IN SECTION 19 T. R. I E. B.M. -0 CO 5.1 - UTILITY PLAN > > C) L � 6.0 - PRESSURE & GRAVITY IRRIGATION PLAN MERIDIAN, IDAHO N co 2 N 7.0 - STREET LIGHTING PLAN 2021 VICINITY MAP o STL -NTS- 62 GENERAL ROADWAY SEWER WATER N�.5 2 , P 0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING �y� F OF WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL T M MAN REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. CONSTRUCTION NOTE NO. 1. DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 2 THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FORA POTABLE WATER MAIN AND NON-POTABLE DRAIN, AND IRRIGATION SHALL BE A MINIMUM OF TEN 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED ) (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING PIPE ZONE. WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 Of THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED 'APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT 4 MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A ON SITE AT ALL TIMES. MINIMUM OF SIX (6) FEET. WHERE IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS T I IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. LESS THAN EIGHTEEN (18) INCHES VERTICAL SEPARATION, THE CROSSING SHALL D CONSTRUCTED IN ACCORDANCE WITH SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE START OF WORK. 5. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA AND GUTTER, VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. WASTEWATER RULES (IDAPA 58.01.16). 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. 6. CONTRACTOR SHALL COORDINATE WITH ACHD FOR PATCHING REQUIREMENTS IN THE EXISTING ROADWAYS. 4. PLACE SEWER SERVICE LINES IN A SIX 6 INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. ( )STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT 7. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE OPEN OR CLOSE WATER VALVES. ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF GROUND USE "CLASS 200 WATER PRESSURE PIPE" ASTM D 2241 SDR 21 INCLUDING SERVICE LINES AND FITTINGS. ENVIRONMENTAL QUALITY (IDEQ). 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE 8. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET Y REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS Q INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. LIDS, AND CONCRETE COLLARS, AND THE CONTRACTOR SHALL NOTIFY THE CITY OF MERIDIAN 24 HOURS PRIOR TO BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. AFFECTED BY CONSTRUCTION. POURING CONCRETE COLLARS. W 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9• ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. REQUIREMENTS Of THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). w 8. APPROVAL AND ACCEPTANCE Of ALL SEWER CONSTRUCTION WILL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR DECISION 10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. o 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY Of PERFORMING THE WORK 7. FIVE (5) FEET OF COVER SHALL BE PROVIDED FOR ALL WATER MAINS LOCATED IN A SECTION-LINE ROAD. FIVE FEET OF FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS AND STANDARD SPECIFICATIONS AND COVER MAY BE NECESSARY FOR SOME MID-SECTION LINE ROADS, SEE PLANS. FOUR 4 FEET OF COVER SHALL BE U) DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE ( ) RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ QLPE APPROVED DRAWINGS. PROVIDED FOR ALL OTHER WATER MAINS. / 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO O m CONSTRUCTION PLANS. BE DETERMINED BY THE FIELD INSPECTOR. u� 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE SPECIFIED. 8. LOCATE SUBSURFACE STORM WATER DISPOSAL FACILITIES (INCLUDING UNLINED PONDS, INFILTRATION BEDS AND DRYWELLS) > 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 101.05 ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 4.1 OF THE STANDARD SPECIFICATIONS AND DRAWINGS. AT LEAST 25 FEET FROM MAIN WATER LINES. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND W Oz TO CONSTRUCTION. OF THE LATEST EDITION OF ADA COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. GREASE VAULTS. 10. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. MARK AND 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHT, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE 13. WHEN CONNECTING TO EXISTING ASPHALT THE CONTRACTOR SHALL SAW CUT 2' MIN. FROM THE EDGE OF PAVEMENT OR CONSTRUCT SERVICE LINES IN ACCORDANCE WITH THE STANDARD DRAWINGS 7.16(S) AND 7.17(S). THE SERVICE MARKER SHALL BE 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING DAYS BEFORE INITIAL CONSTRUCTION BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED AS REQUIRED TO PROVIDE A GOOD EDGE TO BIND NEW ASPHALT. IN PLACE FOR THE FINAL INSPECTION. SERVICE LINES SHALL EXTEND TEN (10) FEET BEYOND THE RIGHT-OF-WAY. SEWER SERVICE BEGINS AND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY-FOUR (24) HOURS IN C) 0 PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. LINES MAY BE A MAXIMUM FIVE (5) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY CITY ENGINEER. ADVANCE OF BACKFILLING. 2 a N N 14. ALL UTILITY AND OR IRRIGATION FACILITIES WHICH INTERFERE WITH REQUIRED STREET IMPROVEMENTS SHALL BE 2 > N N 12. TAKE ALL LOT DIMENSIONS, EASEMENTS AND CERTAIN OFF-SITE EASEMENTS FROM THE PLAT OF CACHE CREEK SUBDIVISION. RELOCATED AT THE OWNERS EXPENSE. 11. THE PUBLIC WORKS DEPARTMENT WILL INSPECT ALL PUBLIC SEWER CONSTRUCTION WHETHER WITHIN PUBLIC RIGHT-OF-WAY OR 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING SERVICE CONNECTIONS PER 2 Y M M EASEMENT. THE CONTRACTOR WILL NOTIFY THE PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO START OF STANDARD DRAWING 7.08(W). O 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE w p Q 15. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR ACHD REVIEW AND APPROVAL PRIOR TO OBTAINING A CONSTRUCTION, AND AGAIN TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. z w p IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. RIGHT-OF-WAY PERMIT. 11. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY - z z Y >O 0 p �_ 12. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE SUITABLE THRUST BLOCKING AS SHOWN ON STANDARD DRAWING 7.09(W). O w � U � w H H w cn Q m d 14. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY cn O � 16. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ABOVE REFERENCED STANDARDS JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND STORM = w � = a Q � p FL: LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL AND SPECIFICATIONS ONSITE AT ALL TIMES DURING CONSTRUCTION. DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE MATERIAL SHALL 12. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET Of AS-BUILT PLANS TO THE OWNERS ENGINEER. p p U Q OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. 17. ALL PEDESTRIAN RAMPS WITHIN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER THE ACHD SUPPLEMENT TO THE 13. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ALL REFERENCED STANDARDS AND O- 15. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL CURRENT EDITION OF THE ISPWC STD DWG SD-712. DOMES SHALL BE CAST INTO THE CONCRETE ADHESIVE MATS ARE SPECIFICATIONS ONSITE AT ALL TIMES DURING CONSTRUCTION. Q DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL ( 13. THE ADA COUNTY HIGHWAY DISTRICT WILL INSPECT THE TRENCH ABOVE THE PIPE ZONE IN ACCORDANCE WITH CURRENT ACHD 0 RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL NOT ALLOWED) AND SHALL BE TRAFFIC YELLOW IN COLOR. STANDARDS. LLJ UNDERGROUND UTILITIES. 18. ASPHALT REPAIR WITHIN THE RIGHT OF WAY SHALL COMPLY WITH ISPWC STANDARD DRAWINGS; SD-301, SD-303 AND I—SD-806 OR AS MODIFIED BY THE ADA COUNTY HIGHWAY DISTRICT. 14. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. O 16. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY CONSTRUCTION 15. CONSTRUCT SANITARY SEWER MANHOLES IN ACCORDANCE WITH SECTION 4.3 OF THE STANDARD SPECIFICATIONS, AND DRAWINGS DRAINAGE z N PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 19. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD c/) 7.21(S), 7.22(S), 7.24(S), 7.25(S), 7.26(S) AS APPLICABLE. w (n I U POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS J 17. THE DESIGN ENGINEER SHALL SUBMIT RECORD AND ELECTRONIC DRAWINGS TO THE PUBLIC WORKS DEPARTMENT AS PRESCRIBED IN Q Q NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN DEPARTMENT ON SITE AT ALL TIMES. U 3: 00 THE MSSD SECTION 1.2.J.3 BEFORE FINAL APPROVAL IS GIVEN TO THE PROJECT. WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED BY FOR THE PROJECT: �6 18. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE NONE PRESSURE IRRIGATION 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. SHALL BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" 20. CONTRACTOR SHALL NOTE THAT ACHD WILL INSPECT THE SIDEWALKS AND PEDESTRIAN RAMPS FOR STRICT COMPLIANCE 0 STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. WITH THE ADA STANDARDS. SLOPES INCLUDING CROSS-SLOPE WILL BE VERIFIED TO MEET THESE STANDARDS AND THE 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL STORM cn m DISTRICT WILL ADHERE TO A STRICT "NO TOLERANCES" POLICY. IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS / 19. LOCATE SUBSURFACE REQUIREMENT DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. CONTINGENT UPON INSPECTION. WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 21. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN "o ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 2. THE HORIZONTAL SEPARATION Of POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM C) U 20. ANY COMMON LOT CONTAINING PUBLIC WATER OR SEWER MAINS SHALL BE FENCED AT THE LOT LINES. / DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN Li 21.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 21. QUANTITY AND PLACEMENT OF STREETLIGHTS ARE CONTINGENT UPON THE ELECTRICAL DESIGN BY IDAHO POWER COMPANY. THE THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING ELECTRICAL CONTRACTOR WILL BE PROVIDED A STREET LIGHT MAP BY THE MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENT, WITH 0 THE ISSUANCE OF AN ELECTRICAL PERMIT. 21.2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). p CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS 0 / 22. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN ON WHICH IS RECORDED THE SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER o ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE 21.3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL .2 THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 PRIOR TO WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE73 (� FINAL APPROVAL OF THE PIPELINE INSTALLATION. A TRAVEL LANE. 58.01 08)CONSTRUCTED AND ISECTION ACCORDANCE 430.02 OWITH F THE WASTEWATER RULES THE (IDAPA 58.01 6)FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA ENGINEER C) z w w 23. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 21.4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS W C0 / DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET THE COMPACTION STANDARDS OR 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH NV5 U p O 24. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO TIME IS A CRITICAL FACTOR. THE WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE 690 S INDUSTRY WAY, STE 10 a- CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. BOISE, IDAHO 83642 z Z 00 r, 21.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF CONTACT: MATT HUNGER O w 0 M 25. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF BEFORE CONSTRUCTION BEGINS. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR U THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE ® BENCH MARKS: PHONE: 208 275-8704 ,Az�xc Cn w Q) O NON-POTABLE WATER. SE SEC. COR. SEC. 19 3 ALUM. W O a Co Ir- � O OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, 22. CARE TO BE TAKEN BY CONTRACTOR TO STAY OFF OF SUBGRADE ONCE IT IS EXPOSED. SEE ALSO PROJECT EMAIL:MATT.MUNGERC�NV5.COM m RUBBISH, AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL SPECIFICATIONS SECTION 3.02. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE LEGALLY DISPOSED OF OFF SITE. CAP J z O Qp NON-POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE DEVELOPER w w 00 C N PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. SOUTH �1 COR. SEC. REBAR • m J rn 26. BACKFILL Of LOTS AND/OR RELOCATED LATERALS SHALL REQUIRE INDEPENDENT SOILS TESTING LABORATORY. TO VERIFY BOTTOM OF W YELLOW PLASTIC CAP SCHULTZ DEVELOPMENT w > 5 N EXCAVATION PRIOR TO THE PLACEMENT OF STRUCTURAL BACKFILL TO ENSURE THAT UNSUITABLE SOILS HAVE BEEN REMOVED. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND / w O N COMPACTION TESTING SHALL BE DONE AT EACH ONE FOOT OF VERTICAL LIFT AND EVERY 500 FT. HORIZONTALLY. TESTING LOCATIONS THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL , P.O. BOX 1115 w (n z / TO BE ALTERNATED TO ENSURE UNIFORM COMPACTION ON EACH DEVELOPED LOT. ENGINEERED BACKFILL TO BE COMPACTED TO A ® MERIDIAN, IDAHO 83680 0 U QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. T Y Q _ MINIMUM OF 90% OF MODIFIED PROCTOR PER ASTM D-1557 OR 95% OF STANDARD PROCTOR PER ASTM D-698 TEST RESULTS TO BE CONTACT: MATT SCHULTZ Z LJJ o SUBMITTED TO THE CITY OF MERIDIAN BUILDING DEPT. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. 8. THE OWNER'S ENGINEER SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR PHONE: 208 888-1695 LIJ LJJ Q INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS EMAIL:SCHULTZDEVELOPMENT@YAH00. a) 27. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING ANY NOI'S, AND PREPARING A (D ADVANCE NOTICE IS REQUIRED. 's below. COM z U o o EPA AT 208-334-9489 FOR THE REQUIRED INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE CITY ENGINEER AT LEAST 48 uJ m > HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, AND A COPY MAINTAINED ONSITE. Call before you dig. pWNER \w J w CO 28. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUND-WATER SHALL BE A MINIMUM OF 3'. CHALLENGER DEVELOPMENT, INC \ Q 0 F- O N CONTACT DESIGN ENGINEER FOR A REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH 1977 E OVERLAND RD O = Q w p N GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY ACHD. MERIDIAN, IDAHO 83642 (� () () o m O a) 29. DRAINAGE FACILITIES, UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE REPLACED a N OR RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE. SHEET NUMBER N % 30. ABANDONED BUILDINGS, TEST PITS AND WATERWAYS WITHIN THE CURRENT RIGHT OF WAY OR FUTURE RIGHT OF WAY SHALL BE ro a- REEXCAVATED TO NATIVE/UNDISTURBED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE OWNER AND ACHD A COPY OF COMPACTION TEST RESULTS. 1 0 31. SITE TOPOGRAPHIC SURVEY PROVIDED BY NV5, AND IS BASED UPON THE NAVD 88 DATUM. I Q Q XREF INDEX: E ° PLA T OF CD ') N > - z CA CREEK SUBDIVISION �ODK Pal GE �� 3 A PORTIONOF LOT '11 , AND , BLOCK I ) OF co 4 ACHI A ESTATES J � CD S UBDI ISON, LO CA TED IN THE SE1 4 OF THE S"EI 14 OF SECTION 192 Z T. . , R. I E. , B. . , CITY OF BOI E., ADA COUNTY, IDAHO EAST 1/4 COR SEC. 19 O L Oo 2021 FOUND 5/8" REEAR rouMa R.R. SPIKE 0) o FOUND 5/8" REHAR CAP ILLEGIBLE CP&F INST. NO. CO N 1N/ YELLOW PLASTIC CAP � � 111051782 LEGEND "6R1GGS PLS 4998' ry $ FQUNO PISS MONVUFNT AS JVdTEI) SCALFSEE DETAIL 80 0 40 80 160 SALUON RAP S SU9DI''V9101I 40♦ 4 BLOCK 0 FOUNC 516- REBARICAP AS NOTED SON 75, PAGES 78.55-7956 9 �7 M1 I 5 � 9 �SOON I/IC � FOUND 112" REBAR AS NOTED FEET J �;.J �`J � {R3 S$��Z3'3��E 71$.9�J� � � '�`J 8+� � FUUNO 5/6• RE8AR r yl, FOLDED 5/IB' RF6AR MTH RED PL.AS17C CAP, 1.1 INCH = 80 FT. B0.41'. - r -72.62'- r 67.00'. -87,63'- ,23,6s. - _ -255.88'- - - - - - �'� Y 1.L4W PLASTIC ALB PLS 12459 32 6' BASIS OF BEARINGS IS GRID NOUTH, IDAHO STATE CAP ILLEGIBLE I �,, I I I 1 1 f f � � Ln� CAP CP&F INST- NO. � SET 5/8" REBAR WITH ORANGE PLASnC PLANE COORDINATE SYSTEM, WEST ZONE. � �,, SOUTH 89'42'08" WEST BETHEEN THE SOUTHEAST � � � ►' � o � � � � � � ?Q17 d291729 C}4f3, NV5 Pt5 17215 SECTION CORNER AND THE SOUTH 114 CQHNL-t� OF BLOCK r � o � rti � � ! SET 5 8" REBAR MTH 2` ALUMINUM CAR, 8,403 SF o �. os Y ry 11,662 SF f SECiTpN T 9 NO CAP I C28 I I x i U'DW SF z.i "� tiso / z $,160 5F a 8.Q35 5F �y sv f I I4 V5 PLS T 7216 t C29 I I f r 4 .4 � 5U.19' -7023,, f L1 I L / ate �� L19 I 5L1$DIVfSIr31U BOUI�IdARY UNE'+ Sa9'24'3 " ca C9 '32-54 61.37' C r ^S'' 4 0 RIGHT OF WAY CEN TERLiAIE NOTES CAP ILEGISLE � 49. C?�� S89'24'37'E 3,91'� � �j� 8,919 5F��,�� b� 5a,84B 9F ,� Q iNT�RIOR LOT LINL: I] ALL LOTS HAW ?0 FOOT WOE PERMANENT EA50ENT FOR PUBLIC UTfUTIES, ORAINAGE, AND ;RRIGA,TON 15 HEREBY 49.zt = � ti0.53' 333& � ��}, DEN&VATED ADJACENT TO THE PUWC XGHTS 17F WAY, THE SOBDf61,90N BOUNDARY, AND REAR' LOT LINES, AND A 5 FOOT r C44 -4Z.12 3�.2 - C21-23.1 - C`'a ��} !��, � �� EASEMENT LINE BIDE PERMANENF EA56WENT FOR PUBLIC UPLInE. DRAINGAGE. AND IRRICAPON ALONG INTERIOR LOI LINES, UNLE55 � I C43 � OTHERWISE DIMENSIONED, THS EASEMENT SMALL NOT PRECLUDE THE CONSTRUCTION OF NAND-SURFACED ORIVEWAYS AND C23 �¢ ��/ � �3 1vf � �� `� I I 13LISTING FIV15.EhAEA+T ray NCITED WALKWA]'S TO EACR LOT. ,,a i I i y '� s� A,035 5F,rLC� 2) LOTS 4, 5, 6, AND r5, BLOCx .2. AND LOTS 7 AND r2, BLXK 3 ARE DE90VATO AS 01 WON LOTS AUD ARE TO BE OWED :5, w � � � � n � � �{ 8.351 5F � I AlYD RAWAIIVED LTY THE CACHE CREEK HOMEOMVERS ASSWA VON, OR ITS A.534NS� AIVD SHALL HAVE A &AN10ET EASEMEN-F � 4 LJ a ;n �,� � � Z 33' -- - - - SEGTIDN�AtlO+110T ZINE m L_- 105.24' -J 1g` 119' 1 SEE NOTE 1 �•� J L18 FOR L�MOSCAPE, PRESSURIZED IRRIGATION, AND HOMEOMVERS PEDESTRIAN ACCESS. r- 9.891 SF `3 �• d` o a 1 i `k$97S'1?"N `, SEE NOTE 1 ,, 1 -q2 i EXISTfNG PARCEL UNE 3) THIS DEVELOPMENT RECOGf ZE5 SECTION 22--450J OF 0 IID COX. RfGHr TO FARM ACT, WICK STATES JNQ AGr1fCULTIJkAL z ��„ � � I I � � I OPERA PON, AGRICLX TIIRAL FACILITY OR EXPANSION TNEREOF SHALL 8E OR BED A NUISANCE, PRIVATE OR PUBLIC, BY ANY �r ""' co � x d dam, , 1 T i 15, fr Sr f 21 CHANGED CONDITIONS IN OR ABOUT rHE SURROUNDING NONAIGIRICifI.T1JJ�AL ACRV VIES AFTER IT HAS BEEN IN OPERATION FOR �, � I I 1 � � � c�' +* LOT NUMPER Y MORE THAN ONE (1) YEAR, IN EN TI'•fE OPERATION, FACNJ TY O2 EXPAN30N wA5 MQ T A NUISAI4CE A T THE TUNE IT EIEGAN OW �� L . � L � � 8,618 Sf ^ I ti`1 'L�4 � � � 8.0N sF y'� ,r f L 11 Q WAS C1ONSTRUCTED. THE PR014-90NS OF IBIS SECTION SHALL N1OT APPLY WHEN A MOSANCE RESULTS FROM THE IMPROPER 61}.dD +6.50 L13 f � � �' 9 � � C� 2 ■ # - a11S.$7'- - J 9c 1 f -w. C33 ' ti1i 1 ADMIT OF SEGfNNING w OR NEGLIGENT OPERA nGN OF ANY AGMCUL TURAL OPET2,1 TION, AC+A'ICI1L TI�I2AI PAC1L fTr� �XPANSffJN rHE!?EOF- !M1 01) W � � � j � tia t � ,� PDB w BLACK r -589'36'27,W- L - 6-160 SF 1 ty5 'w 06.50' to f �� I ' 4) I9MGA PON WATER HAS BEEN PROWOE0 8Y THE NAM PA YEWDIAN ?RMCAT1CW D RiCT IN C(WPLMNCE 14dTIi IpAfHo CODE' 4 � (R1 - S89*55'W � � �. L7 � �.y0 � �Fj 'f ti r, O � 31-J805('2}{5). LOTS WTTIr+hI THE SrAWWSION KILL 8E EN-BLED TO 1PRIGA-ROH wA I'FR RIGHTS ANO &I, BE 08LJGAJB FOR ,06.54') ALL IRRIGATION AISS£SSMENTS, FROM NAMPA MERIDIAN rRRZA710VN DISTRICT. � R2 - Ivas'3r-E 1 s Asa &F1 � f ,asa SF IOCa.4fi'} ry 9.1EC SF FLS n z 5) AN Y RE-SUjW 615014 CF THIS PLA r 5HALL WWI-Y M IN THE APPUCA BL E RE-GULA T70}6 IN EFFECT A T THE AVE OF P IF � � � RE-5LII3L1I41SIC�II. RFD Pi AST1C CAP _ _119.87' - { .r�`a ' , �' '+ 4$'E- -J m ,. ,� �r , � t, R133`30' cn ALP PLS 12459 r -589'36'27'H'- 1 $ {b C36 111.1ti f i I w O 6) Viffil1OM BUILDING SETBACKS SHALL BE th ACCORDANCE WDI THE CITY a MERIDIAN APPLICABLE ZO+ANC; AND SUBDIV-9C V CAP ILLEGBLE BLOCK , "' 4 41 � � z REGU1 ARONS AT THE RME OF ISSUANCE OF INOIWDUAL BVIL&NG PER#ITS OR AS SPECIFICALLY APPROVEI) AND 4R REOUIRED. `� $ L 1ff �$� 6 � � SEE NOTE 1 � 10,358 SF 19' 19' � 7) MA I NANCE OF ARY WRIGATTON OR DRAINAGE PIPE 4R DITCH CROSSING A LOT fS THE R£SPONDE310TY OF THE LOT OW ER N4 GAP � I 10,222 SF I I � 8845 $F UNLES5 - tUCN RE'SPONS&LITY TS ASS MED OY AN IRPiCAMN AINACE ENTITY, j rn No L- - f 12 ;-- - -120.00'- - -�' t p, 1 2 2 �, N is -5$9l 5'14"E- J N$9'15't4'W- - "' + c� 8) ALL LOTS WALL BE SLIBLECT TO ME TERMS AND CONDITIONS OF 7HE WASTER DIrCLARAPON OF COVENANTS, CONDITIONS, � � 'fl � 34rV'r SF � I � �- 120.48 T � � � I� � �I � � � SURVEYORS N I �'�V�' � Y � � c) It RES7r3ICT70NS AND EASEMENTS, AS TmEr Ifr1Y BE AMENDED F7iGM41' TIME 70 TIME AS ►?EGORDED II4 0+45TINWENT �_ N89354XE 138.88• ,r; '64 o � In f----- WCOR05 OF ADA COUNTY fOAHO +� �. GEIY R '�: "� �,; 0 17 o 4J o f. c i " cv p p pw � Q q C -"' a.1BC SF "' o on ,o `� iv: w THE WEST UVE WAS REC`MRf0 FROM MONUMENTA 71ON FCNJMD FNm THE z LU w > p Q � 9 THJS SURDIAWN fS 90B.,ECT T-O THE TERMS OF IW MAS TFR DEVELOPAIENT ACREEMFNT RECARDJEO A5 INSTHwENT ND 99-87' - �� N B.&0 SF �, �' �`cn PLATS OF KACHWA ESTATES ABED CABE,A CREEK SUBDIV36N. THE � z z Y O w p ~ O L - -120-0c,- - � L -589'15'14"E- -1 ri w - N RECORDS OF ADA CWNTY, AVa<1. � � � _ +-+ C5 � �' NORTH I1hIE A+�4S REGi3YERtfl Ff~?OM iIUNV�IENTATrOM FOUND Ff�06I PLATS w U) Q w a ~ ~ m 1 N8`315'14`1M- - `� q OF K�iL7 NA ESTATES ANiD SALOON RAP105 SI!0WSUN NO. 4, Tff = w QY = rl Q p } ,-, v "- I �! S AFSTE'RLY MOST FOUND I�IOV1rI1IfEhI1~QF rHE I NTH LfrvE wAS HE+.G Ffk7 cn p ro P+* fI�TY IS SECT T(] IxVkEOOR�fO fiIrIT ISF w,ar FOR TErIArILE CRfEf4 A$ Ibn4nl C�v THE SUBIar1rtSlO�f PLAT r�F f ECa (� o -r - I POSITION, THE EASTERLY r1fO5T FOUND MQhILIAaENT w.aS FIELD FOR U O I OF ICACHIfNA E'ST•ATFS, ADA C0VNTY RECORDS, >3POK 3.5, ✓aAdC 30FE (A$ SHOWn) "2 ( 10,701 SF 4 °. � 1 n Z .� ,a � � � I � ar AL IC.J.IET,AEN I. IHf TE'RAIINt7US L>I� T}#E NC>R TI-f LINE ON THE EAST Sf0{ WAS c -1-, �n 8,1fiQ 5F ry I a.16C 5F 5O `� '-`" HELD AT J100 FFi:T FROM T04E EAST LINE OF SECV0h 19 AS R COWPED J J 1f) PROPERTY IS SUMCT TO LICZNSE ACRECUENT BET111EEN IYAAIPA dr AfERMNAN IR&GAPON INSTRICT AND OWST COPPORAPON, a"e ; �' .� L - L N89'15'1q w 12G-40`J L FROM THE MONUMENTS FOUND FOR SOCITHEAST SECTION CORNER AND THE 0 u o r~ -11t}.B7'- - � S89'15'1+"E ]24.OU'J I AEA COLIN Y RECORDS. WSTR. d 10C19293. FE►9RUARY 71, 2004. {UAIPLOHARLE) � � Ln ,es - r, EAST' 114 Cr'}00?. THE EAST vm[ wAS RE'COU£RED Dr OTFSETTING I'BE LLJ `� `� '+� S$9'as`27'YY- -�11 + Ht39�6•Z7"E 7 1844 1 L w ,,, w - I " 15 6MSF EAST"SECTION LIME 33.DO fTET TO THE HEST THE SOU5J UNE WAS ~ 12 1 TY fS SOJECT TO LIrCFNSF A(,YFfI�dENI PCT11EEW NAIMPA & MERIDIAN WROATION INS IRICT AND -IHL CITY tar MERIDIAN, " ° r 128.95' N99 15'14`W 120.4d' r' *y697g"14'E 120.40'� I RECOVERED 9Y Off-SETTING THE SOUTH LANE OF SECTION 1'9, 33M f£ET O 3 p ADA iDdlAhITY AECORL}� W5TO. 1 10510*45, VLY 25 . (fNdPL0T7ABLE) � o m r TO THE NORTH_ WE SOUTH LINE OF SECTION 19 BEING DEFILED IaY z ° vi � a $ v 9,151 SF $ g 11 ¢ � 8 �', 1 S FOUND MCNOWNI5 A PIE SOUEIIST`CORNER AND THE SOUTH 1/4 w U) U 13) PROPERTY TS WJECT 70 LX0951E�tQREt'l1 NT 9ETWFEH OIAMPA & MERO►aIAN WRIGATION DISTRICT ANO THE CITY Or MERIDIAN, ca � '� SN I � '� 9.723 SF � � 8,160 SF � � ACHD ROW CORI+IEIP- fIIE HEST Ti f�A1rNQCdS OF 7TIf 50l1TTi uNE BEING LOCA7IT1 A T A Q Q of AVA COUNTY RECOW95� ATM 1103208731, DECEMSER ;2, 2LJO3- (UNPLOTTABLE) �o , � _ � INST. NO. FOUND MONLIMENT AS SHOW ffi rHE SURVEY. TW ARC Of THE U o S€i9'36'27'W`- L --- -N89-36'27'L- - , L - -120.OQ'- - A L -589`I5'1a'E� J I U) = O _ SOUTH LINE AND TTd€ EAST LINE WAS HELD A7 a 70.0[1 FOOT RADIUS Of r7 14) PROPERTY IS S?xOI£C7 TO fifSTRJ4Q`T14f' MOPROTECTTI� VEf,fAfdTS Al}A COUhJT}f Tr!ER;DRD; IwST17, 75062fJ? FFDR[1�UGY ts, -- 1- - - 127.6C1 - NR9'15'14'W- -1 9' 19 as" 120.DO— - - A rAhCENTIAL CURVE. THE PLAT OF MACNINA E5FATES IS' UJS-CJ)V(, I'IIf7UF x IsaS. m I INFORMAPON FOR TEAS ARC, RDCW ER A 20.00 FOOT RADIUS IS IN � w p ❑ w � 19, 1A' `� iy ,�; HARMONY 10R? SIMI"PL Y LaCA TED CURVES A THE INTERSEC71ONS A.&G O 8.249 SF 10 ,� B ' 13 4CTORY ROAD AN9 PRODUCES THE MOST AMFEWNT WTH RECORD 0 FEED PLASTIC BLOCK L - -119,$i`- - J � ^ 8.958 SF ! ¢ 8,186 S� m �' DISTANCE'S FOR NE ZUTH AND EASr LINES or FHE PLAT OF KAC iNA co / PI 3 1 10 725 5 F D 1 c` } 35• ES TA TES. E 1L .T.B CAP ILLECB&LE 589 36'13"W 95.9D'_-j L - - _ Ld tp - U ST, 18g.84 _N87101` E- - a k�p.L LAND Q, _ 5$71#'#3" 188.S4 Cfa &,688 IJ_ o r C4fL -L4 67.00' �a.OU' �tiyg`� . 1 a - - f - Q SEE NOTE 1 F L3-C40 SS g ° rp S8S'2S52"E 32.15' 10 24,2g► SF 1 1 1 1 • `'Ba a 17216 � J / CAP ILLEGIBLE. � 1 1 � I � l � '`�?� v4NJ � I � � REFERENCES �' y U • o 19.18' 1-oc] IZOO' 4 FOUND 1�Z" REBAR � TEN MILE � � � F fl � �a� F � � �0 � � ~ � ry � ° cy ACHI� ROW C;RE.EK 60, &.�03 s v -� 9.040 vF r, `� �, U ' 8.276 SF r-+ 11,096 SF >r� � z ww Rf,� PLAIT FOR KACHINA (STATES $_J5 P.3016 NOZCCP RECORD � I rn I m � I _ � � � �'v � O (n � P2) PLAT FaY CABELLA L'RECK 0.700 P1299'9 -iN��. �}� �� s d` 1 I 1- p ,- R3) PLAT FOR SALOON I?APIbS NO 4 B 75 P. 7&5 I L2O �}' L_ IL 57 OO' J 70.ga' `J J5,79 49.3440 fib ' U o Rif) PLAT FOR TIJSGANY wILLAr 5I18[3fY1SION No: P r#. �q P. 10,�89 NO CAP RED PLASTIC CAP `7 ! 85.19' 66.90 R87'11'a3 E 40a.? ' C45 I 1� I,J,J z o ILLEGHILIE 5.84z L9= a - L23 0 p 39.25 L2 - T _ SHEET INDEX _ r L2 J,9_0 �1� � ��#�, 1�,�1 � ti O 0' - 568'55'w 573.43 , O � 50'23'33"E 589'4�'�"W 573.9$' } I � w r CD m a S89'42'08"w 2014.03' 35' FQ --33-44' - J U O Q O -MEET I - SUROF ISI�W PLAT, NOTES 625.97' c�I SHEET - cry T7FICa TE of owrvl-Rs. LINE AND 1319.9+1 - - - 132QO7 ` - - - - - - - 6 9 0 Industry Way, Suite 10 7 J � z O o A - 131999} {R4 - 1319.99j W �Y ROAD 25' Z W o r w CUR UE TABLES SOUTH 1/4 CORNER SEC. 13 EAST 1�16TH CDR. BA51S 0� BEARINGS ACHD ROPY 5E SEC- CDR- 5fC, 19 M e�i d a n, I C� 63642 > Com � °' -� 1 ---�-SEC. 19 FOUND S89'4 '08"W 2 640.0�' (R1 - S89-WW 2640.53} 2 0 8-3 4 2- 5 4 0 0 w w w.N V'S ,Gam 0 � cV a FOUNO 3" 8RASI5 CAP p INST. NO. FOUND 3 ALUM, CAP C7 CV 5/8 RE78AR Wf NO CAP (R2 - 58442'13'W 2640-07') _ ".IUB ENGINEERS PLS 11334' W (n z U � SHEET 3 - G,ERTIFICA�TES AND APPROVALS "Jl1B ENO[NEERS PLS 11334' ' � -__ ___-__-__ 0 � ca {R4 - NB9'4?20 L 2F39.98) CPAiF INST. NO. >114007715 o � GPd�F it�ST- NO- T141]�77r4 SHEET I OF 3 Y a � - rf-19-2- - - -Jo-I6 W a o W W ^ o ~ WU mo J W 2i co Q a'� z J 2 Z o Q U O o 2 Q w o c N � UU am o 6 \U SHEET NUMBER L / � m w = 2 . 0 as o � XREF INDEX: AP115 205a.oz ni � �1 19+0 i 00, 43.49' LT \��\ LEGEND O PROPERTY BOUNDARY o 2.5" OF SP-3 0.5" MIX ASPHALT �. / / `� \ - - RIGHT OF WAY LINE LO PG-64-28 PER ACHD STANDARDS _ V5 //� \\ - EXISTING ROAD CENTERLINE z 4" OF Y4" MINUS COMPACTED / 2659� o / EMEACCESS \ I 7 EXISTING LOT NUMBER cn N 3 CRUSHED AGGREGATE / \ „ EXISTING LOT LINE M 10" OF 6" MINUS COMPACTED O 1 2 57.63 BSW -ssx ssx�o 55x ssx- EXISTING SEWER LINE W/ MANHOLE 00 0 / \ 18+00.00, 43.49' LT SCALE 0 "t CRUSHED PIT RUN 2658.98 EP-ME ^-2658 \ ► _ EP-ME \ o _Wx Wx W Wx- " - 13+52.70, 181.36' LT /O -� x EXISTING WATER MAIN W/ GATE VALVE DLO \\ \ 5+4�.1, 86. 6' LT �1x 40 0 20 40 80 N -7 MRx PIRRx PIRRx - � � \ � - - ^ EXISTING PIRR W/ SERVICE C: ca � / \ 265��l EP-ME I / - -0 CO 13+3 2658 87 51' MT � ' - 265� \ 5+36.89, 86.11' LT �� g \ \ \ ( FEET ) � ( EXISTING STREETLIGHT o PAVEMENT SECTION � ❑ _ _ _ _ \\ 2657.37 EP- 1 INCH = 40 FT. (0 g N i \ 5+46.71, 162.71' LT \ EXIST. ROLLED CURB, GUTTER & SIDEWALK OR AS MODIFIED BY GEOTECHNICAL / -` / -2656- - - _ 2656.32 EP ENGINEER WITH ACHD ACCEPTANCE \�`I w - w- - J - - - - - ___\ \ \ - - 5+36.89, 148.58' LT \� w / \ _ \� EXIST. VERT. CURB, GUTTER & SIDEWALK -NTS- �- PIRA' -i _ I - R - -_ ��2655 `\ 2653.98 EPA 2 57.24 SC- - -Sc- - APPROXIMATE LOCATION Of SAW CUT � Irtht I �.�GIRR 5+46.71, 109.82' _ PII��=-pR IRRR- GIRR I I N17+00.00, 43.49' LT 2654.94 EP 1 GIR �PIRR IRPIRR PIR -PIRR�'' ROAD CENTERLINE w 13+52.70, 127.90' LT �2654" - ��GIRRx- a P/ GI \ 00 - - GIRRv- 2653.s8 EP r� - x EP EP r*8 L w I Rx- / / - - /i � 2653� _ _ - - 5+36.89, 111.96' LT w =il �-R�� ,i6 EDGE OF PAVEMENT KEYNOTES 2654.94 EP 2651.75 EP \ - J , _ - - - - - _ RRx - - ROAD RIGHT OF WAY 13+52.70, 88.59' LT /_2652- I Iit- � 1 5-+46. 1 EP- O 13+35.07, 129.59' LT � I I � _ 2652.06 EP 5+46.71 71.42' LT � �xr - \ INTERIOR LOT LINEINSTALL MODIFIED PEDESTRIAN RAMP TYPE "H" FOR ROLLED w _ w 24 ,� - - I 5+36.89, 73.57' LT I r 2651- - _ O CURB PER ACHD SUPPLEMENTAL TO THE ISPWC SD-712H. - - \ _ _ - �`�� '� BLOCK 5 O1 BLOCK AND LOT NUMBER N�3,2 �• P�o n 2651.75 EP - 23 2650- \� CONSTRUCT ROLLED CURB & GUTTER 2/9 F OF OB INSTALL STREET LIGHT PER CITY OF MERIDIAN STANDARDS, SEE 13+35.07, 90.28' LT I 2647.72 TRC - _ - - \� qTT G� d 13+52.70 i i ` \ M M�1N SHEET 7.0. a w i 26 I o _ _ 2 56.82 SIN \ CONSTRUCT 5 STANDARD STREETLIGHT PER CITY Of MERIDIAN STD SECT 6 \ '=' � I 2648.38 TRC I / 4g- � ` � � a _ , r' 2648.63 TRC 2649.36 TRC w `r w 15+94.72, 43.49' LT\ \\� DETACHED SIDEWALK, OC INSTALL STANDARD 4' VALLEY GUTTER WITH FILLETS PER ACHD 13+57.02 I 1 5+36.89 1 I \ / N \ \ SEE SHEET 3.2 INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD 1132A \ 2648.29 TRC I I 2648.48 TRC 1 14+13.49 2649.35 TRC 2649.44 TRC SUPPLEMENTAL AND ISPWC SD-708. HAND FORM FLOWLINE TO 13+35.07 13+79.78 2648.93 TRC �`L6n8, 5+33.07 1 5+56.30 /\ \�'� \ \\ �� 65.86 TRC DESIGN GRADE ® TOP OF ROLLED CURB ROADWAY DIRECT WATER ACROSS ROADWAY. I w 14+80.16 1 2649.24 TRC 2649.46 TRC �\ \\ 7+53.09 STATION 26413+ TRC w 2649.22 TRC AH 5+05.00 a w 5+60.93 13+31.03 - 15+46.83 EO - gK 15+90.05 _ BL OCff 2 \ / ^ W 0.4% 05%° \ / 18 / 2655.58 BSW \\\\ 2648.04 TRC ��+-W W-oi 12+78.68 / M d o 5' �f ^� 2649.63 TRC 15+00.00, 43.49'\T` \ / �, _ -� a ALCAMO WAY o I o \ 6+04.21 / 2647.35 FL cc -SS -SS- `r GG 2649.67 TRC \\ + 12+63.86 0.4% `o \� �10,�° 6+13.33 / _ _ 2649.74 TRC \\ \ Nz- 2647.98 TRC ( x O / 2648.48 TRC - J 1 EO -AH 16+86.12 �' \ \ 12+52.53 C r: 13+79.78 2648.80 TRC 14+50.37 2649.10 TRC \ p O / \ \ Un 2648.12 TRC I 15+18.37 2649.40 TRC \ 39 �`O \\ O� Y \ 2647.78 TRC / /Ix 12+89.44 15+86.37 \ cox / 17 \ \ \ Q 2647.65 TRC 12+18.68 \rn A I 00 2649.84 TRC / 2654.28 BSW-ME \ ?' LU 11+86.15 / Ol 264 5+ TRC �� / 14+00.00, 43.49' LT\ \\ � �j 1 15+94.08 17+30.85 \\ �O, END OF ACHD 2647.54 TRC �� 2647 1 1 2649.88 TRC IMPROVEMENTS \\\ \ 11+57.51 4�' 1 0 16+81.60 \ \ \\ LU / \ I 15,036 SF 2 O Q 2647.51 TRC / �1 /x X�o \ 1 p// �/ /p0 z 11+49.05 v� Fri A �I BL OC/\ j ' 2649.84 TRC \�O \ / 16 \ / 'S3S, �� \\ �� m 17+30.85 2649.52 TRC / \ > >> � \ / \ w O x / \ �� 17+98.85 / \ \ \ tY z / 2647.76 TRC / o 2647.456 TRC, 2647.25 GRATE Ui / \ / /` 12+08.34 2644.63 INV.-OUT / 5'0" 10'-0" 10'-0" 5'0" 10+76.09 STD DROP INLET 4A ��° 2647.65 TRC # �� '� 11+86.15 2648.05 \ \\ �'� N N TY. IV PER ISPWC SD-604A i �j 2647.54 TRC / \ �/ 28+98.87 \ / O \ / \ A/Q 2E � 2E 2E N N DRAINAGE SYSTEM N0. 4 ON SHEET C4.0 / , 0��, / 11+57.51 O3 2649.52 TRC INSTALL 29.0 LF OF 12" / 0 2647.41 TRC / /o o O 17+98.85 \ \ /2649.21 TRC 14 U_ o o Q o PVC PIPE 0.10% x 11+26.24 / SLOPE 2% SLOPE 2% / �S9 18+66.85 / o - z z w > 0 Q n 2647.45 TRC �d'� \ ° / \Gp � � Y O w 0 10+50.18 , \ / 2649.14 TRC / �' \ \ w �n Q w a- U) ~p co o + / /��° 0 2647.46 TRC�2647.25 GRATE OA \ 18+81.85 \ \ � o o 0 Q Q a � 0 r / O• /� 2644.60 INV. OUT / \ \ J 2647.50 TRC ?6Q 2647.34 TRC 10+76.07 STD DROP INLET #1B O 2648.83 TRC JI u 9+99 99 10+64.53 TY. IV PER ISPWC SD-604A \ \ DRAINAGE SYSTEM N0. 1 ON SHEET 4.0 2649.21 TRC 00 19+49.85 A/ \� \ 18+66.85 �°� \ 'S',Q 0 \ // r + ,o / / 2647.45 TRC \ \� PRIVATE DRIVEWAY SECTION © / \ \ \ ��\ 13 / / ��\ \\ 10+50.18 O \ /2649.14 TRC \ G ° 18+81.85 O t j (D 5 , o// // / \ 2648.70 TRC 2647.13 TRC \ BL OOr\ R�W 38'-0" R�W �� 19+79.04 2648.52 TRC /' / Q Q 10+00.62 19+95.12 / / 12 U C) \\ �� 07 ( a / 5 S / \ �di \� \ 5'-0" 5'-0" 2648.83 TRC LLJ o �\ 'S'+ ° \\ O 8'-0" 18'-0" 18'-0" 8'-0" 19+49.85 , \ �� Plans Are Accepted For Public CO 0 \ �2'-6" 14'-6" 14'-6" 2'-6°� ® w�x �Ox \ Street Construction u�m �� /� -Q+ `fib SLOPE 2% I SLOPE 2% By stamping and signing the improvement plans, the Registered \ a 2�48.70 TRC s p Engineer ensures the District that the plans conform to all District 19+79.04 5' DETACHED B policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the LL_ /4, SIDEWALK PER 2648.63 TRC p ss Q / 19+93.91 I improvement plans by the District does not relieve the Registered + +� ACHD SD-709 Engineer of these responsibilities. 3 \ REVERSE LIP ROLLED 3/4" MINUS CRUSHED AGGREGATE o ss+ CURB & GUTTER PER LOCAL STREET SECTION UNDER CURB AND SIDEWALK. O9 / BY ADA COUNTY HIGHWAY DISTRICT DATE \ DETAIL THIS SHEET -NTS- 01 o SS+ / / W . � Q \ J z w x `�' 2656 2656 LL F_ I- 0 � Y O 0 � 0 � w Elf � a_ M � z z u� ao � � z c to LU D Nm If r` a W O LLI a N p N � L' N r1� OZ cD WCD� � � NC) O � � c1 Nm M C 0 � O .-- U O � Md ^ Z N O � C) CD � I..- w 0° 2652 N = � N U N � + 2652 Z o Q o o � N N m N cl ^ o APPROXIMATE FINISH GRADE O 0M w C N O p N p c D Q + W 00 J o _ OU O 00 � ^ � � �CD Of + z z . + Z + r- " + N N -0.43% Q W N ow o + ± I� 0.41% / m o 0.41 0 - - - - -0.43% 0 0.69% - - - - - -0-54%- _ � 0.69% J � Y � 0.69%� � 2648 _ �^ 0.40% - - - - - - - - - - - - - - 0.40% 0.40% - - - - - - - - - - - - 2648 W W 0 _ - - - - - - - - - - - - - - - - - - - - - - - - W \ - - - - - - - - - - - - - - - - - - EXISTING GRADE W z U wo 0 a') LU S�o� " W J = 0 2644 �� 2644 Q U o N = Q w O UUom E. LOGGERS PASS ST. S. ALCAMO WAY S. ALCAMO WAY N U SHEET NUMBER 2640 2640 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 w = 3 . 0 Da_ uu XREF INDEX: I 2647.35 TRC I LEGEND 10+00.11 2647.54 TRC, 2647.33 GRATE 2648.21 TRC 2644.33 INV.-OUT � 11+19 88 PROPERTY BOUNDARY E 10+04.84 STD DROP INLET #3A � o 4 TY. IV PER ISPWC SD-604A / I - - RIGHT OF WAY LINE o DRAINAGE SYSTEM NO. 3 ON SHEET 4.0 / LO \\ 2647.89 TRC I - EXISTING ROAD CENTERLINE > 10+99.88 / 7 EXISTING LOT NUMBER �, N _ a _ - - �� 26 00 EXISTING LOT LINE 3 0.5% E. SAGEMOOR c,5T. E. SAGEMOOR ST. SCALE _5sx -55x 5x- EXISTING SEWER LINE W/ MANHOLE � o SS- �I-SS �\ SS c± i I -±� ±I 1 40 0 20 40 80 _Wx Wx 0-Wx W' EXISTING WATER MAIN W/ GATE VALVE I 0.4% p % `- ` D- 9/O PIRRx PIRRx PIRRx EXISTING PIRR W/ SERVICE -- - c ) C to cc - - - - - - - - - - ( FEET /i - - - - - - - - - - X - 1 INCH = 40 FT. EXISTING STREETLIGHT o 00INSTALL 29.0 LF OF 2647.77 TRC EXIST. ROLLED CURB, GUTTER & SIDEWALK c� x ��' - 12" PVC PIPE ® 0.10% 10+99.95 2647.94 9 95 I EXIST. VERT. CURB, GUTTER & SIDEWALK 2647.54 TRC, 2647.33 GRATE 2644.60 INV.-OUT n I I -SC- - -Sc- - APPROXIMATE LOCATION OF SAW CUT N , � X 10+04.84 STD DROP INLET #3BOf I 13 TY. IV PER YPWC SD-604A AH 5+04.44 2648.41 TRC � 2648.70 TRC ROAD CENTERLINE DRAINAGE SYSTEM N0. 3 ON SHEET 4.0 EP EP EDGE OF PAVEMENT 2647.35 TRC ■ Q = I 0 10+00.11 25 00 I BK 19+79.04 5+54.55 11 Sg� NAL FNG r 2648.52 TRC I 1 1 - - ROAD RIGHT OF WAY ��' IS 2656 2656 I 5+25.34 1 / 2648.28 TRC o I I / 5+87.09 INTERIOR LOT LINE BL OCK 5 O 6 0.4% t BLOCK AND LOT NUMBER N, � 7S, z CONSTRUCT ROLLED CURB & GUTTER TF 0 0 0 ¢ ¢ W �- pro 2648.15 TRC �l O F 2652 � m N w 2652 A. o� ��\ \ 6+19.63 _� STANDARD STREETLIGHT PER CITY OF MERIDIAN STD SECT 6 qTr M M�NG N O N 0 V I O0 , I F- I W o ¢ o cn o 0 d- o) �_ ! \ II �� INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD 1132A Cn 0 0 APPROXIMATE FINISH GRADE ± a W Cn o (w I _SS_ \\ 11 65.86 TRC DESIGN GRADE ® TOP OF ROLLED CURB ROADWAY w - l.gq J \ 7+53.09 2648 2648 Lr)+ B \ " Co �j` / 2647.99 TRC - \ 10 0.4 % 0.54 0 2648.63 TRC I 6+58.34 - - - - - - - - - - - - I 19+93.91 / \� \ � - - - - - - - � ■ � 0 EXIST 2648.22 TRC - EXISTING GRADE _AH 8.22 12 S 2648.29 TRC EQ 20+68.25 I BK 5+24.12 2644 2644 -- - � I � i _oo I 2648.17 TRC I ( I 20+92.66 KEYNOTES Q 2640 2640 W SF- I � O INSTALL MODIFIED PEDESTRIAN RAMP TYPE "H" FOR ROLLED of I 21+62.6 TRC CURB PER ACHD SUPPLEMENTAL TO THE ISPWC SD-712H. SCALE I 21+s2.ss w E. SAGEM OOR ST. 40 0 20 40 80 _ - - o� I� I _ - OB INSTALL STREET LIGHT PER CITY OF MERIDIAN STANDARDS. o 2636 L2636 2647.86 TRC V" o cn 9+60 10+00 10+40 10+80 11+20 11+60 12+00 ( FEET ) 21+60.26 H \ o m 1 INCH = 40 FT. I \ ® Of ° I �' 06 I I I o� 1 I 2647.54 TRC o 0 w 22+29.66 2 N N 12 I 11 10 I 2 N N � _ - 2 M M > U_ W p W H H H / It / 2647.365 TRC, 2647.16 GRATE I DRAINAGE SYSTEM #2 I 2647.278 TRC, 2647.07 GRATE I - I 2644.30 INV.-OUT I SEE SHEET 4.1 I 2644.44 INV.-OUT 2647.42 TRC I 2647.42 TRC w > o Q CO 27+51.25 STD DROP INLET #26 / I 23+33.53 STD DROP INLET #4A 22+56.16 I I 22+56.16 w U of � �' �1 TY. IV PER ISPWC SD-604A I I TY. IV PER ISPWC SD-604A w Fn w a- V) p m +� 13 0`a DRAINAGE SYSTEM N0. 2 ON SHEET 4.1 DRAINAGE SYSTEM N0. 4 ON SHEET 4.1 22+ 6.1 I Oj cz o p U Q a ai U 00 i - - - - - 2648.05 TRC 2647.56 TRC 2647.29 TRC 2647.82 TRC INSTALL 29.0 LF OF - - - - - 25+78.63- - - - - A Q S 24+56.13 23+88.13 _j J 12+ 0.0 A 28+97.27 12" PVC PIPE ® 0.1% Q 1 o• � � C� � - - - - - - A - - - - - - - - �� W a - - - - - - -W � Q 0.5%-W W- W-0.5%_W - VV �� ,� 0.4% 0.4% ?� o'�° O $ 0 \ S. TRAFORI AVE o IZ B S. TRJAF�ORI AVE ,�� o - ,o _ _ z U' / -) �p -ss r ss_ ��Q°`-s�ss ss N N N 1 w V) V / N N _ - - - w l = 0.5% O \ 0.6% 0.4% B A 22+87. TRC I Q Q = Lil C/) 0.9% J - - �- � / A RAINAGE SYSTEM #4 J I q 2648.21 TRC A 2647.62 TRC 2647.34 TRC 2647.80 TRC 2647.21 TRC 2647.50 TRC 2647.94 TRC SEE SHEET 4.1 24+70.34 24+02.34 r to 0 28+98.87 27+64.32 26+84.32 26+18.34 25+40.34 2647.278 TRC, 2647.07 GRATE '-'m L�J 1 2647.51 TRC 2647.89 TRC I I I I 112+00 28+39.27 �' I 2644.421NV.-OUT 2647.37 TRC, 2647.16 GRATE I 25+98.34 Cq INSTALL PIP LF .1 Plans Are Accepted For Public 2647.77 TRC 23+33.53 STD DROP INLET #4B 12" PVC PIPE ® 0.10% _ _ 1� > I 94 2644.33 INV.-OUT I 1 0 25+60.34 TY. IV PER ISPWC SD-604A I CONTRACTOR TO INSURE 1' OF 4 Street Construction U U w11+ E1.15 I 27+51.24 STD DROP INLET #2A O I O I DRAINAGE SYSTEM NO. 4 ON SHEET 4.1 COVER ON SHALLOW PIPE li C5 I 3 TY. IV PER ISPWC SD-604A p 10 I O 4 DRAINAGE SYSTEM NO. 2 ON SHEET 4.1 6 W O O I O I I I I I By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically a I I and previously approved by the District in writing. Acceptance of the w U % improvement plans by the District does not relieve the Registered J 3 Engineer of these responsibilities. _ �I BY DATE L U 0 U ADA COUNTY HIGHWAY DISTRICT o- X z w w 0 0 z z 0- 2656 2656 0 0 W � � n � C O n d (M N m N to L1J N O _ CO r Q I N Z O r +' m D L L J r- CD N N , � o Q I � z � N �U'Q I � Q J O Z o QO � _ 00 ¢ � _ � cri o o rn w o N 2652 1 W Q. � N w M + �" _ `�' �+, 2652 z > m L m N oN a N m M a APPROXIMATE FINISH GRADE N N Q W (n Z N CD + 54% 0 U N N oz + -0.42% 0.54% -0.42% 0.54% Q -0.42% - - - - - - - - - - - - - - - - LLU LLW o 2648 - 0.40% -0.5 0 _ - - - - - - - - - - - - - - - - - - - - 2648 CD o - - - - - - - - - - - - - - - - - - - - - - - - - - - - U coLU o w o - - - - - - - - - - - - - - - - - '' - - - - - - - - - - - - - - - - - EXISTING GRADE � > 1CD Q U O `� °' 2644 �� 2644 Uj N Cn U U O m N % S. TRAFORI AVE. S� SHEET NUMBER E. OBSERVATION ST. 2640 26403 . 1 30+00 29+60 29+20 28+80 28+40 28+00 27+60 27+20 26+80 26+40 26+00 25+60 25+20 24+80 24+40 24+00 23+60 23+20 22+80 22+40 22+00 21+60 21+20 20+80 20+40 20+00 19+60 QQ o IZ XREF INDEX: LEGEND PROPERTY BOUNDARY KEYNOTES o RIGHT OF WAY LINE O INSTALL MODIFIED PEDESTRIAN RAMP TYPE "H" FOR ROLLED LO CURB PER ACHD SUPPLEMENTAL TO THE ISPWC SD-712H. ' > EXISTING ROAD CENTERLINE - z 7 EXISTING LOT NUMBER OB INSTALL STREET LIGHT PER ACHD SUPPLEMENTAL TO THE ISPWC. N 3 EXISTING LOT LINE SCALE ° o EXISTING SEWER LINE W/ MANHOLE >, o 40 0 20 40 80 o "t EXISTING WATER MAIN W/ GATE VALVE `0 � N PIRR PIRRx---- PIRR EXISTING PIRR W/ SERVICE ( FEET ) C: CO2'—10" 2'—10" &—* EXISTING STREETLIGHT MIN 5'-0" MIN 1 INCH = 40 FT. rn o Cfl � N EXIST. ROLLED CURB, GUTTER & SIDEWALK EXIST. VERT. CURB, GUTTER & SIDEWALK —SC— — —SC— — APPROXIMATE LOCATION OF SAW CUT 2.00% ROAD CENTERLINE a a ° ANAL FN EP EP EDGE OF PAVEMENT Aa �2 — — ROAD RIGHT OF WAY INTERIOR LOT LINE SIDEWALK DETAIL 62 BLOCK 5 O BLOCK AND LOT NUMBER SEE ALSO ISPWC DIVISION 700 U' 7 CONSTRUCT ROLLED CURB & GUTTER -NTS- OL \1DP M WNG� STANDARD STREETLIGHT PER CITY OF MERIDIAN STD SECT 6 INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD 1132A 65.86 TRC DESIGN GRADE ® TOP OF ROLLED CURB ROADWAY 7+53.09 STATION , C X � j 11 0 0 0 0 1 1 1 cq .�.z o LOCUST— N33xSew — + — � — — —I+ — — �± — —I — -�+ — + — + — �� — o _ o I o a' �— M — M M M noM.z� M M M — _ - -2658- 1 — - - - x—� —__ `T - - - _ - - _ 26 z / — — x — � — / \ = O m 71 N — — — — — �— / / 2655.58 BSW �'265� --- ------ / 15+00.00, 43.49' LT PIRR — / 2658.02 BSW � \ / 2657.24 BSW / / �p1RR� � ,\ 19+OO.OQ 43.49' LT Lou'-1 2657.63 BSW ERR/ --- 2656.82 BSW PIRR /2658.36 BSW-ME 17+00.00, 43.49' LT �' 15+94.72, 43.49' LT— — — — — 2654.28 BSW-ME7 PIRR PIRR PI7 PIRR / 19+84.24, 47.22 LT 18+00.00, 43.49' LT I / / / 14+00.00, 43.49' LT — — I �� N N —d3 / / / J END OF ACHD �. \ 9 ( N N IMPROVEMENTS — -�— / / / r / \\ / I 112 I w LD Q w W cn o m / // �\ I � \ v N = w tY = a a cn o o U a a cn J u I r� W O C � z J vJ � � aQ E. U) 0 w r\ � o � o Cl) o u m /> v r� U (j Q/ 7 t� L W of LU Z3O > U U � X p W W 00 z z LLJ O o � 0 w ti N O O r m Qo w 0 W O C m L m > � O > > C� w LU H D �u N V, L- L U) z ULU� o > Plans Are Accepted For Public J w coo () J 2 Z Street Construction = Q 0 o O By stamping and signing the improvement plans, the Registered O coCV Engineer ensures the District that the plans conform to all District J U 0 — policies and standards. Variances or waivers must be specifically a and previously approved by the District in writing. Acceptance of the N U improvement plans by the District does not relieve the Registered SHEET NUMBER \/ Engineer of these responsibilities. 3 .2 BY DATE t;j = ADA COUNTY HIGHWAY DISTRICT a a � a uu XREF INDEX: 0 47.25 47.25 PROVIDE RA LID LID RINGS AS NEEDED MONITOR WELL PVC OPIPE ®LF OF 10.3% FROM MONITOR WELL 46.31 TOP OF DROP INLET #3 STRUCTURE ' E O 4.5 LF OF 12" C-900 PVC 44.14 PIPE ®1.06% L 7" INV. OUT O > - z 44.64 N 3: TOW 3 44.60 11" c0 • • ACHD ELEC. MARKER, INV. IN MIN p p , COORDINATE WITH INSPECTOR FOR >, o 6 • • PLACEMENT (TYPICAL 4 PLACES) 6 BOW U) - LO „ 18" PERFORATED PIPE PER 7,8„ 7,11 N ACHD BMP-2.0 18" PERFORATED PIPE PER cp ACHD BMP-2.0 - -0 CO A oLao A - _ _ - 12' rn Oo _ - � N _ _ _ _ - - - - 1000 GAL.SAND/GREASE TRAP#1 CO - _ • • _ _ - -NTS- • • _ SECTION B-B ACHD ELEC. MARKER, 6 0 MONITOR WELL 18" ADSPERFORATED)-1 4'4" (NON-PERFORATED) 0 MONITOR WELL 0 MONITOR WELL 6 NTS COORDINATE WITH N: 697285.28 41 18" ADS N-12 PIPE N: 697274.77 N: 697268.22 INSPECTOR FOR E: 2458813.18 E: 2458930.45 E: 2458980.45 NAL PLACEMENT (TYPICAL 4 S FN Q PLACES) 1 1.52 cfs= T�t`S \ V,00 = 2549 cf B D � � � /� � O Q 50' 5' 5' 5' 5' 119' On 6" PERFORATED PVC MONITORING WELL F �O 6" PERFORATED PVC MONITORING WELL O MONITOR WELL WITH METAL CAP AND LOCK. (TYP.) �l9 O F WITH METAL CAP AND LOCK. (TYP.) I PER ACHD SUPP. SD-627 lT M M�NG PER ACHD SUPP. SD-627 ADDED LAYER OF WOVEN GEOTEXTILE PER ADDED LAYER OF WOVEN GEOTEXTILE PER SECTION 8200 OF ACHD SPECIFICATIONS. 1'-0" (TOP OF SYSTEM) _ SECTION 8200 OF ACHD SPECIFICATIONS. MIN. 1MIN' (TOP OF SYSTEM) I I 1.0' 1.0' I 45.89 45.89 0'-6" MIN. DRAIN ROCK OVER PIPE TOP OF ROCK TOP OF ROCK DRAIN ROCK OVER PIPE 0'-6" MIN.ERFORATED PIPE PER I I F TOP F TOP 18 PERFORATED PIPE PER ACHD BMP-20 OF PIPE OF PIPE ACHD BMP-20 II 2.0 2.0' II "-2" ANGULAR ROCK WITH MIN %--2" ANGULAR ROCK WITH MIN 50% SINGLE FRACTURED FACE 50% SINGLE FRACTURED FACE PER ACHD BMP 20 PER ACHD BMP 20 43.89 43.89 II BOTTOM OF ROCK BOTTOM OF ROCK FINE MEETING GRADATIONGGREGATE REQUIREMENTS OF ITD FINE AGGREGATE MEETING I I 1'-6" 1 I I cq MINN. 703-02 OR ASTM C-33 GRADATION REQUIREMENTS OF ITD MIN.I II 703-02 OR ASTM C-33 41.35 MIN 41.35 MIN SECTION VIEW BOTTOM OF SAND BOTTOM OF SAND NOTE: SYSTEM MUST NOTE: SYSTEM MUST SECTION VIEW w II -NTS- WRAP TRENCH TOP & SIDES WITH NON-WOVEN EXTEND TO FREE �+ EXTEND TO FREE WRAP TRENCH TOP & SIDES WITH NON-WOVEN -NTS- FABRICII PER SECTION 8200 ACHD SPECIFICATIONS DRAINING MATERIAL. SECTION A-A DRAINING MATERIAL. FABRIC PER SECTION 8200 ACHD SPECIFICATIONS V-0" I I NTS BEDS MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-20 I I 1 -0 Q MIN. I I ELECTRONIC MARKERS TO BE INSTALLED ON EACH CORNER OF SEEPAGE FACILITY PER ACHD REQUIREMENTS. I I MIN. 40.35 DRAINAGE SYSTEM #1 CONTRACTOR TO COORDINATE WITH ACHD ON INSTALLATION AND PLACEMENT OF MARKERS PRIOR TO BACKFILLING. I I z FOOT PLATE SCALE, AS NOTED -40.3 0 >_ FOOT PLATE III O TRAP MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-01 W z ADD 2600 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. N N CD CD d N N M M 29.0 LF OF 12" C-900 PVC PIPE ®0.10% FROM DROP INLET #3A z W 0 W H H < DROP INLET #3B - z z w > LU p Q � DRILL 5-3/8" DIAMETER HOLES w (D U � LONGITUDINALLY IN VALLEYS OF w W Q w a p m D CORRUGATED PIPE U) o v Q g a co O Q - 4- J U u 0 a ^ I` O - PROPOSED SLEEVED IRRIGATIONJ - - - 0 0 SERVICE CROSSING IHJ w 10'-0" I OMONITOR WELL = O 5'-0 8 „ " PERFBMP-ORATED PIPE PER U O 0 MONITOR WELL N: 696914.26 I W E: 2458975.90 >- O QPEAK = 0.59 cfs ( Op V100 = 981 cf LJ m 5'-0" 5'-0" 77'-0" ACHD ELEC. MARKER, COORDINATE / WITH INSPECTOR FOR PLACEMENT r�,> 6" PERFORATED PVC MONITORING WELL (TYPICAL 4 PLACES) Q O PROVIDE GRADE WITH METAL CAP AND LOCK. (TYP.) PIPE PERFORATION DETAIL / RINGS AS NEEDED ADDED LAYER OF WOVEN GEOTEXTILE PER L` p� 47.33 SECTION 8200 OF ACHD SPECIFICATIONS. PER ACHD SUPP. SD-627 0 47.36 PER ACHD STANDARD PERFORATION SCHEDULE LID LID (TOP OF SYSTEM) -NTS- 0 I-- L a OF 01-1 STRUCTURE 1,-0„ 0 I I MIN. I I 1.0' o � 45.89 3 I I TOP OF ROCK `0'-6" MIN. I I M, r , DRAIN ROCK OVER PIPE �.J TO TOP 18" PERFORATED PIPE PER Z LLLI x I I OF PIPE I I ACHD BMP-20 O � NV_I I 4.60 42.10 2.0' Z Z o 5 O '--' BOW y 11" TOW �"-2" ANGULAR ROCK WITH 2 O -,O I I MIN 50% SINGLE FRACTURED FACE I I Uj (n M c O PER ACHD BMP 20 II - w ti m I I 43.89 I I 0 > Q O Q OI I I BOTTOM OF ROCK I IJ Q z 0 N II II O N I FINE AGGREGATE MEETING w J mv 1 -6 LL > I GRADATION REQUIREMENTS OF ITD / MIN. Z04 703-02 OR ASTM C-33 JJ w D 1000 GAL.SAND/GREASE TRAP#3 pQ41.35 MIN Y O c -NTS- BOTTOM OF SAND W NOTE: SYSTEM MUST II v w w 0 I I EXTEND TO FREE WRAP TRENCH TOP & SIDES WITH NON-WOVEN -' DRAINING MATERIAL. FABRIC PER SECTION 8200 ACHD SPECIFICATIONS 40.70 11 rn 0 BOTTOM < V o OF WELL I I SECTION VIEW MIN. - Z w U m O -NTS- I I Q J w cor0 O I I FOOT PLATE BEDS MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-20 H Q J = r7 0 ELECTRONIC MARKERS TO BE INSTALLED ON EACH CORNER OF SEEPAGE FACILITY PER ACHD REQUIREMENTS. 40.70 Plans Are Accepted For Public Q U Z O CONTRACTOR TO COORDINATE WITH ACHD ON INSTALLATION AND PLACEMENT OF MARKERS PRIOR TO BACKFILLING. FOOT PLATE = w O N p 41.55' Street Construction v v 0 CO O 0 By stamping and signing the improvement plans, the Registered N Engineer ensures the District that the plans conform to all District N 0 DRAINAGE SYSTEM #3 policies and standards. Variances or waivers must be specifically SHEET NUMBER N / and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered SCALE, AS NOTED Engineer of these responsibilities. 4 . 0 TRAP MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-01 BY DATE Q Q ADD 2600 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. ADA COUNTY HIGHWAY DISTRICT 0 m uu XREF INDEX: I CONST. CB 2A I � ' //% //I/i�/ice /�/I 1 INV OUT (E): 26433 I"-`e//////////// �v/ / // - - _ 55 -6 1/2' 22 -9 1/4 ��S JRR \ // / j /// � /� 1 /- 2646- - - - - - -I II o E \ _ 2847 CONST. 27.1 LF 12" PVC PIPE ® 0.11% /� �j / / / / / - - - - - - o 0 - 264 - o CONST. CB #2B �i� / / / > / CONST. 4.2 LF 12" PVC PIPE ® 0.00% INV IN (W): 2644.30 / / / �///// S // CONST. PRECAST I I I / z / I INV OUT (E): 2644.30 / / / , / I U CONST. 23.7 LF 12" PVC PIPE @ 0.04% / / CATCH BASIN N 26Q) / -M- CONST. STAND PIPE I I / N -AA M M M M Iv, M M�M / INV OUT(SW): 2644.20 IIt - - - - - CONST. 36" SDMH !� INV. 2644.0 CONST. 51.2 LF OF 12" / I I (.0 3 INV IN (N): 2644.22 CONST. 1000 GAL SGT / ^_ �' / PVC PIPE ® 0.39% CONST. 84.3 LF 12" PVC PIPE ® 0.01% 00 INV OUT (E): 2644.21 aS O INV IN (W): 2644.30 % !� i� / , �� I >, o 4- INV OUT (SE): 2645.20 INV OUT (S): 2644.22 %� / / tK st0 I I I 1-1 76'-9 1 4" N - 120'-7" pS / 7 CONST. 27.3 LF 12" PVC PIPE ® 0.03% �� J / / I I I M I L -0 CO � \ , PRIMARY BASI N II 1:4 o 2647 N cv I i � o n . co° U - - - - - - - - - - - - - - - - - - - - - - - - - STUB I" CO N DEVELOPMENT - - - - - - - - -2645 INV: 2647.2 c.i N I CAP AND MARK TO SURFACE / 2645 1:4.0 co / N ,26 / \ L! - - - - - - - I N i SUBDIVISION �� 2647 1 I I I FOREBAY �pNAL A / I �� I I INV OUT (W): 2642.70 ASS FN A I I 1:6.0 INV OUT (� ST E): 2642.70 i I I �0� 6 264 2646 / SO o I I I J CONST. 28.4 LF OF - 12" PVC PIPE ® 0.04% B (P GAL 1:8.0 1:8.0 SO r 2644 - -, i I � NONSN (W):T. 02644.42GT #4 // / 2643TV 1:4.0 I o -� INV OUT (SE): 2644.31 TT M NA\3 FOREBAY � CONST. 50.6 LF OF I I I INV OUT (SW): 2644.20 _CD // �\� 18" PVC PIPE ® 8.90% Ln I I I 65 CONST. 3.3 LF OF / 1:4.0 1:4.0 I O 12" PVC PIPE ® 0.00% CONST. 41.9 LF OF a aS CONST. CB #4B 12" PVC PIPE ® 0.24% / INV IN (E): 2644.42 CONST. 36" SDMH #4 INV OUT (W): 2644.42 B I- - - - - - - - I 2645 /// ` INV IN(N): 2644.30 CONST. 29.0 LF OF _ _ o% INV OUT (W): 2642.71 12" PVC PIPE @ 0.10% ACHD FOREBAY L - - 2647 INV OUT (SE): 2644.30 - CONST. CB #4A \ I CONST. 13.1 LF OF INV OUT (W): 2644.44 �1 55'-8 1/4" 55'-1" 12" PVC PIPE ® 0.08% I I M M- PLAN co SCALE : 1"=20' Q 107 -10 3 4 ,c� RING LU -IRR IRR IRRT IRR- -IRR � Of •I IRR�IRR 47.07 PLAN w PRIMARY ASIN SCALE : 1 -2 "_ 0' PROVIDE GRADE RINGS Q 47.14 AS NEEDED 0 RING TOP OF z z RING STRUCTUR STRUCTURE TO • 45.63 O m 46.27 PROVIDE GRADE RINGS OP OF HAVE HS 25 TRAFFIC A ; • • TOP OF > 47.29 AS NEEDED RATED TOP. GRATE 7.. STRUCTURE � O TOP OF STRUCTUR 45.51 • STRUCTURE TO • TOP 0 p ' • HAVE HS 25 TRAFFIC • STRUCTUR • 7„ • • RATED TOP. 11"MIN •• C:, C:, N N • 79.89 • 1NV4 N 2 > 2 2 M M 45.20 a 44.30 ELEV. INV OUT •• 44.30 44.31 / 11"MINQ 44.20 44.30 INV/OUT INV/IN INV/OUT 4 qA LL p LU TO PRIMARY 79.89 INV IN I- z z Y O w o ~ 44.30 INV/OUT INV/OUT TO PRIMARY TO SDMH • z w o > o Q 44.21 . ELEV. • / TO DITCH TO DITCH 47.21 • e •• w O � U W 2 44.21 INV IN 44.22 a INV/OUT = w � = a Q O D INV/OUT INV OUT . •. PRECAST MANHOLE VATH GRATED LID TO FOREBAY 1000 GAL SAND�GREASE TRAP !4 cn o o U Q _j a cn TO FOREBAY TO SDMH -NTS- PRECAST STROM DRAIN MANHOLE TRAP MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-01 • 4 •• ADD 2600 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. -NTS- -NTS- u 1000 GAL SANDMASE TRAP J4 0 L -' L11 TRAP MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-01 3 ADD 2600 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. 0 _N _ 2652 2652 z w f) 2652 2652 Q Q � 0 Cn 0 .. r7 w r` _j0 � 0 m TOP O 2 2647.1 2647.1 TOP OF BASIN TOP OF BERM TOP OF BASIN .� 2647.20 2647.20 2647.10 U TOP OF BASIN APPROXIMATE 2646.27 a/ TOP OF BERM _ EXISTING GRADE TOP OF BERM MAX WATER SURFACE Q o, 264$ (100 YEAR STORM) 2648 \ -- - - - - - - - - - - - - - -APPROXIMATE - - - - - - - - - - - - - - - - - - - L 2648 EXISTING GRADE 0 2648 2646.27 - - - - - _ _ _ _ _ _ _ _ MAX WATER SURFACE - - - - - - (100 YEAR STORM) - - - - - - - - - - - - - - - - - - - - 01 .0 - - - - - - - - - - - - - - - U z N ! O _ X ! - Q - w Iw �• 0 2646.27 O / p •p o 0 o MAX WATER SURFACE o CV ~ 0 0 0 `O a (100 YEAR STORM) a• z z d - 2644.30 o w O' �'� - MAX WATER SURFACE C O O 0 2646.40 2644 (FIRST FLUSH) G 0 MAX WATER SURFACE 2644.20 2644.30 2644 w 0- (/) M BOTTOM OF FOREBAY 2642.70 20 MAX WATER SURFACE _ a� O (100 YEAR STORM) 2644 BOTTOM OF PRIMARY BASIN 0 > Q O m 2644 2645.20 BOTTOM OF FOREBAY (FIRST FLUSH) 0-0 I I (FIRST WATERI MAX FLUSH)URFACE �� Q z O V`i 2642.72 w O v rn WRAP TOP & SIDES �, \ j� BOTTOM OF FOREBAY � m m N 2645.20 I I _ PRIMARY BASIN �� > cL N BOTTOM OF PRIMARY BASIN WITH AMOCO EQUIVALENT OR I SIDES WITH AMOCO " z �� I EQUIVALENT /� I 0 0 WRAP TOP & SIDES I I ! I 4545 OR Q = c WITH AMOCO 4545 OR % EQUIVALENT W 0� EQUIVALENT I I = Lij u N 2641.20 J Q FINE AGGREGATE MEETING 28' FINE AGGREGATE MEETING 30 MIL PVC, OR 60 MIL Z E = SEASONAL HIGH GROUNDWATER O -, a GRADATION REQUIREMENTS OF 30 MIL PVC, OR 60 MIL HDPE GRADATION REQUIREMENTS OF 7 U 2 36' 2640 ITD 703-02 OR ASTM C-33 ITD 703-02 OR ASTM C-33 8 HDPE LINER EXTENDED 2640 ` w m LINER EXTENDED 3' PAST Lu M > FINE AGGREGATE ME TING BOTTOM OF FOREBAY 3' PAST BOTTOM OF J _ pU 2640 2641.20 GRADATION REQUIREMENTS OF 30 MIL PVC, OR 60 MIL HDPE 2640 SUBDIVISION FOREBAY FOREBAY SEASONAL HIGH GROUNDWATER ITD 703-02 OR ASTM C-33 LINER EXTENDED 3' PAST ACHD FOREBAY ��/ J z r BOTTOM OF FOREBAY Plans Are Accepted For Public LLJ L.L = U w O 0 BASINS MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-10 SECTION B-B Q o m BASINS MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-10 SCALE: HORIZ. 1"-40',VERT. 1"-4' Street Construction U U N p By stamping and signing the improvement plans, the Registered N U SECTION A-A Engineer ensures the District that the plans conform to all District SHEET NUMBER N / SCALE: HORIZ. 1" =40',VERT. 1"-4' policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the w = DRAINAGE SYSTEM #2 D RAI NAG E SYSTEM #4 improvement plans by the District does not relieve the Registered 4 . 1 Engineer of these responsibilities. p � SCALE, AS NOTED SCALE, AS NOTED BY ADA COUNTY HIGHWAY DISTRIC DATE uu XREF INDEX: RRx � (FLGxMJ)FLGxMJ INSTALL 8"x8"x6" TEE (MJxMJxFLG) \^�I 1 6" GATE VALVE INSTALL 38.3 LF OF 8" �\C-900 PVC WATER MAIN �� - 1 I 11.25- BEND (MJ) 12.7 LF OF 6" I - - - �- -� Ifs INSTALL 75.6 LF OF 8" C-900 PVC WATER MAIN 8" TEE (FLG) i,5,,s, SCALE 0 C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY I 3-8 GATE VALVES (FLGxMJ) - + � / 40 0 20 40 80 o O U x PER MERIDIAN CITY STANDARDS � `n � I 29 INSTALL 50.2 LF OF 8" \ \ > 0� I d c 28 INSTALL 73.9 LF OF 8" 26 C-900 PVC WATER MAIN \ i� \ - �r C-900 PVC WATER MAIN 'l' Q// 73 z Nco CD + � ' co 00�, I 22.5' BEND (MJ) / \ 1 INCH FEET FT. REMOVE EXISTING BLOWOFF AND I I w J� 1 � + � a, �Q \ co INSTALL 69.9 LF OF 8 - v> `� I � + + "' INSTALL 28.3 LF OF 8" �/ R� co C-900 PVC WATER MAIN 1 I I w - " � �, I � N 00 C-900 PVC WATER MAIN Q + 00 0 11.25- BEND (MJ) - vi N I �" N `r � 4�i LINE C w �� I w ��co cn N � � // i SCALE L w N N Q / 40 0 20 40 80 SEE SHEET 5.1 E. LOGGERS PASS ST. w w - - 22.5- BEND (MJ)� \ I - I I -0 co w 17 �_ \ I 24 \ ( FEET ) I I I O co +I cn `\ a 0 w w �/ \ �O \ �� 1 INCH = 40 FT. Z � © I I ® (> m o o w / � / �\ \� e D - I I SS cn +sS -10.0'� o cl lr _ / \ o� \\ Q _ STA=10+00.00 - -I- �-s -4-ss SS + - SS / / cq �N o cq o� / I 136° No \� �c�G \ Q�� INSTALL 311.6 LF OF 8" � � `�' ��, �c, I F ��•x�p. N ^ \ 1 \ \\ C-900 PVC WATER MAIN z ``' v;N `� v;N x I� �I + N I 6 coI \ 1 / ss � \ / � \ I °NAL FN a o J N + co 00_ I. A4 !1 23 \ \ �• � I g R N w I N I � ^o \ STA=13+94.87 \ `L� /\ \ C� - G S T j LJ �' �" \ \ / \ o�� • \ 97 `r' vi`" D1�x`p \ /\ \ \cj 132° � 4 x II w 0 s • , �� \ \ \ \ s O o o m 6 2 \ m -Z - �I 2646 / �; I x�"'',� \ ��G' \ \ \ \ s�ss °' ss---�ss ss- r+�ss Sys I+ r N r �' G��ti�� \ \ \\ \ \ LINE B 1 J P x I I 5' �`\6 SS \ /\ �� \ \ \ \\ M o M J�M�M M /�\- M M -I 'Liq TF OF I I O I O 1 1 \ \�xpp \ \ \ � / \�� 2�2. \\ \\ \\ />` - - - - - - - N - - TT M MVNG LINE B O1 \ \ 0`O°� °� \\ \ \\\\ ,TALL 263.4 LF OF 8" - \ STA=5+10.02 SEE RIGHT \ 14.4' ��G �`� \ l \ \\ \ \ -900 PVC WATER MAIN INSTALL 328.4 LF OF 8" C 900 PVC WATER MAIN \ / \ \ \ I INSTALL 8"x8"x6" TEE (MJxMJxFLG) \\\ 6 GATE VALVE (FLGxMJ) \ \ I 563.7 LF OF 6" / �� -N, \ \ �� I CONST. C1 C-900 PVC WATER MAIN / 15,03 \ \/ LINE C=12+64.25 12 FIRE HYDRANT ASSEMBLY 'b \ \ \ - I LINE 6= 6+98 PER MERIDIAN CITY STANDARDS x \ - =5G' / - _ I 8" TEE (FLG) \ 3-8" GATE VALVES (FLGxMJ) /I 1 ss / �Q \ \ \ 2652 2652 U) I px�1�O �, �� \NN, \ \ \ APPROXIMATE FINISH GRADEOf N45' BEND (MJ) 4.01 19 \ \ IN ti6�1 0� of KEYNOTES: 3 �` ss 0-: 49g g1 \\ `� 2648 �6'�,. - 2648 LLI I / \ , 118° S� 1l}p5 \� `\\ �� - - - - - - - - - - - - - - - Q O1 MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 A3 " 1 \ � I 1 STA=17+05.81 INSTALL 43.3 LF OF 8 � ` llk z C-900 PVC WATER MAIN \ EXISTING GRADE 0 m w O I \\ INSTALL 8"x8"x6" TEE (MJxMJxFLG) 2644 2644 Of z 6" GATE VALVE (FLGxMJ) 8" WATER LINE I I INSTALL 334.3 LF OF 8" 18.3 LF OF 6" - ® C-900 PVC WATER MAIN C-900 PVC WATER MAIN FlRE HYDRANT ASSEMBLY N N / I 18 PER MERIDIAN CITY STANDARDS CONST. 184.0 LF 8" SDR- PVC Pipe ® 0.60� � � � � N N Y 2 2 M M LINE C 2640 2640 W o SEE SHEET 5.1 2640.42 o z z 2 Q o o INV OUT (S) w 0 �: U of N W (n Q W W fn o m 2639.29 Lo m c) o v Q a- U) 0 IN 2639. 9 cU) i 2636 2652 11 INV IN (N) N O -cc Q U cn L11 -p u 2652 �� oz as ~ U 6�` U v~i 0 3 1°' APPROXIMATE FINISH GRADE �y ti�� z � �e1° �6�1 2632 2632 w � �`� 7+20 6+80 6+40 6+00 5+60 5+20 4+80 Q \� _ 2648� 0 2648 �. - - - - - - - - - o - \ - - - - - - - - - - - - - - - LINE g HORIZONTAL SCALE 1" = 40' J \ - - - - - - - - - - - - - - - - VERTICAL SCALE 1" = 4' C/) o EXISTING GRADE u m / 2644 �:> CONST. 366.9 LF 8" SDR-35 PVC Pipe ® 0.60% 2644 v U a/ 8" WATER LINE p CONST. 390.9 LF 8" SDR-35 PVC Pipe ® 0.40% 2643.48 ROAD CENTERLINE a- c INV OUT (NW) - - ROAD RIGHT OF WAY 2641.61 0O INTERIOR LOT LINE 0 2640 2641.51 INV IN (SE) co o 2640 0 INV OUT (W) � � BLOCI,� 5 O BLOCK AND LOT NUMBER 0 2639.84 2639.94 v) Z INV OUT (S) INV IN (E) ",:1- � 2-7 0 ¢ CONSTRUCT ROLLED CURB & GUTTER W U � 2639.94 Q m � X Oo INV IN (W) r i CONSTRUCT EXTRUDED CURB & GUTTER J - w / w o z a STANDARD STREETLIGHT PER CITY OF MERIDIAN STD SECT 6 LL 00 2636 + o� N 2636 Z Z o a- COJ O H O r� z II INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD 1132A O w O O 0 �' SS SS CONSTRUCT SEWER W/ 48"� MANHOLE UNLESS NOTED OTHERWISE (f� ti co Lu m °w CONSTRUCT 1" WATER SERVICE O Q O Q of 2632 2632 p� J C) z o c N 1.1w CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) W/ MIN. 4' COVER w m J m 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 N � INSTALL FIRE HYDRANT W/ VALVE PER ISPWC STD SD-404 Z W o LINE A HORIZONTAL SCALE 1" = 40' , J Y Q LEGEND INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN SD W12 0 c VERTICAL SCALE 1 = 4 - w LL.I o PROPERTY BOUNDARY CONSTRUCT " DOUBLE WATER SERVICES PER CITY OF MERIDIAN SD c Ljj W3 W - - RIGHT OF WAY LINE E t PIRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE PER KUNA CITY STD z U O CD p - EXISTING ROAD CENTERLINE DETAIL K-902-L & K-902-S IJJ m M > O EXISTING LOT NUMBER GIRR GIRT CONSTRUCT GRAVITY IRRIGATION LINE J W J = z O EXISTING LOT LINE z INSTALL GATE VALVE PER CITY OF MERIDIAN SD W11, SIZED TO MATCH Z Q U U O N MAINLINE = Quj O c -5s. 5s.�o ss. ssx- EXISTING SEWER LINE W/ MANHOLE J c) U om o INSTALL PVC PRESSURE IRRIGATION MAIN IN A C-900 a N -Wx W. �W. Wx- EXISTING WATER MAIN W/ GATE VALVE \-c SL SLEEVE SERVICE LENGTH (2% MINIMUM SLOPE) cv U SHEET NUMBER N / -PIRRx PIRRx PIRRx EXISTING PIRR W/ SERVICE \ .. El END INVERT EXISTING STREETLIGHT SC 4" SDR-35 SEWER SERVICE CONNECTION 5 . 0 EXIST. ROLLED CURB, GUTTER & SIDEWALK STATION Q Q ------------ w uu XREF INDEX: E 0 O U LINE > LINE B SEE SHEET 5.0 1 �..�7 f) SEE SHEET 5.0 1 1 - N x \\ I I S.C. 21+42.74 21+56 TA=21+42.71 IIII .E. 2644.38 A 0 co REMOVE EXISTING BLOWOFF AND i I PER MERIDIAN"CITY�STANDARDS i I �a Ll� I I /S.L. 24.5' I S.L. 43.4' SCALE J o I.E. 2s43.s2 90, S.C. 21+42.71 �I 40 0 20 40 80 0 It INSTALL 149.4 LF OF 8" � / 8 TEE (FLG) - - - - - - I _ C-900 PVC WATER MAIN 3-8" GATE VALVES (FLGxMJ) I I / � Lo - U -CONTRACTOR TO VERIFY EXACT LOCATION N STA-10+05.00 - _ w w ( FEET ) c T-90` I I I I S.C. 21+10.37 20.0' _ -0 E. SAGEMOOR ST. 0 15.5' � I I I S.L. 24.5' I 1 INCH = 40 FT. O - ao - -o- d 9 180' 1 I I.E. 2644.23 a� 001 +I S xss i- -XSS�F s I ss ss- ss-Y-s I I I a 17 CD i N o 90' �\ I / 90' I I I I �� I21+r�00 I.E. 2644.14 LEGEND � � _J - o I CONST. C1 I cn S.L. 43.4' w ILINE C=12+64.25 I I I I S.C. 20+88.92 / I� / I LINE B= 6+98 I I I // I / I PROPERTY BOUNDARY REMOVE EXISTING SANITARY SEWEI CLEAN 0 T 13 00 - - - - - - c I Il 12.5' - - - - - " - - / - - RIGHT OF WAY LINE �pNAL FN / ►•� I I I I J I cn INSTALL 334.3 LF OF 8 / : - EXISTING ROAD CENTERLINE �� G ST C-900 PVC WATER MAIN cn � I O S.C. 13+29.71 I _�� I I S.C. 20+35.95 / 7 EXISTING LOT NUMBER I i1 i S.L. 32.0' �/ I O S.L. 24.7' I I.E. 2643.87 O / I EXISTING LOT LINE I.E. 2642.28 I.E. 2643.89 S.L. 43.3' 16 - � I I INSTALL 263.4 LF OF 8" / wI I 1 C-900 PVC WATER MAIN I I I S.C. 20+31.45 .� -ssx ssx ICI / / ssx ssx- EXISTING SEWER LINE W/ MANHOLE TF OF �QP �- X a l I I �9T EXISTING WATER MAIN W/ GATE VALVE T M MAN - - - I / - - - 20+00 / RIRRx RIRRxyRIRRx EXISTING PIRR W/ SERVICE O - - - - - ai I _ EXISTING STREETLIGHT 1 I I� EXIST. ROLLED CURB, GUTTER & SIDEWALK 14+00 °' \S.C. 14+08.38 EXIST. VERT. CURB, GUTTER & SIDEWALK O / I 1 S.L. 32.0' S.C. 19+54.43 SC- - -SC- - APPROXIMATE LOCATION OF SAW CUT I.E. 2641.96 I I.E. 2641.91 11 H ® I.ES2643.2 I.E. 2643.49 14 \ S.L. 36.0' 1 I U) S.L. 43.2' C ) ROAD CENTERLINE a I S.C. 14+21.42 d- 99 1 1 cn S.C. 19+48.24 co INSTALL 8.9 LF OF 8" co - - t° I ROAD RIGHT OF WAY c i � C-900 PVC WATER MAIN / 1 1 I I INTERIOR LOT LINE I I , INSTALL 8"x8"x6" TEE (MJxMJxFLG) _ - - - - - BL OCYA �5 C BLOCK AND LOT NUMBER 12.6 6" GATE VALVE (FLGMJ) ix I 11.4 LF OF 6" INSTALL 249.9 LF OF 8" I.E. 2643.26 - CONSTRUCT ROLLED CURB & GUTTER Y 119+00- S.L. 43.1' S.C. 14+75.50 I C-900 PVC WATER MAIN C-900 PVC WATER MAIN S.L. 32.0' I FIRE HYDRANT ASSEMBLY - I S.C. 18+98.19 CONSTRUCT EXTRUDED CURB & GUTTERco Q I.E. 2641.69 PER MERIDIAN CITY STANDARDS 1 1 I INSTALL 8"x8"x6" TEE (MJxMJxFLG) STANDARD STREETLIGHT PER CITY OF MERIDIAN STD SECT 6 n 6" GATE VALVE (FLGxMJ) I.E. 2641.60 10 I �t o + 19.5' \ 15+00 S.L. 36.0' \\ , 00 r 22.1 LF OF 6" i� INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD 1132A S.C. 6.0' 22 1 \ I I N C-900 PVC WATER MAIN w 1 I w N vi FIRE HYDRANT ASSEMBLY CONSTRUCT SEWER W/ 48"0 MANHOLE UNLESS NOTED OTHERWISE Q t O 45- BEND (MJ) ` \ \ � PER MERIDIAN CITY STANDARDS SS SS 0 U) INSTALL 34.0 LF OF 8" - - I I / CONSTRUCT 1" WATER SERVICE z - - - - - - - - C-900 PVC WATER MAIN C4 --- - '�' �� 95• INSTALL 16.6 LF OF 8" 111w CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) W/ MIN. 4' COVER 15+37.65 m GL - - - - - -STA=15+37.65 \117' 45- BEND (MJ)-� - - W W C-900 PVC WATER MAIN w O W -W W -12.1'da' 1 � INSTALL FIRE HYDRANT W/ VALVE PER ISPWC STD SD-404 of Z S' W� W 8 / SSI ss SS !� + I•E• 2642•82- _ _ �I , INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN SO W12 - - - - - - - - 10.0' �o IFS +� I S.L. 57.4' 12 -2649 0 0 X'o SS �- S'C 18+33.36 CONSTRUCT 3/" DOUBLE WATER SERVICES PER CITY OF MERIDIAN SD > 2 g N N W3 IL 1 t PIRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE PER KUNA CITY STD ® I C3 - - o/ I M N ��\ DETAIL K-902-L & K-902-5 z_ w 0 w o Q < STA=15+96.49 - � (6 N N a'- - _ " CONSTRUCT GRAVITY IRRIGATION LINE w C_7 U 0 r N �I J' Y c� GIRT, GIRR F- 0 W Lo + `� I `D J`" 1 `" _ "' `V ��x >� Z INSTALL GATE VALVE PER CITY OF MERIDIAN SD W11, SIZED TO MATCH = w [� _ Q OJ U I J`�' "' �' + STA=18+21.49 �� cq 0 0 U Q d cn v I U v'w I N `� I ui � ,,N �o; I i •�6+QQ�/ MAINLINE 0 J `n i I \ \ ",, w /�� I id /( - ---_ INSTALL PVC PRESSURE IRRIGATION MAIN IN A C-900 JI Q O ® Q u-fir«=�� --1 N / Q -0 L- a I 10 I� �� 11 ) SL SLEEVE SERVICE LENGTH (2% MINIMUM SLOPE) uJ 0 i y 0) El END INVERT O � -0 z SC 4" SDR-35 SEWER SERVICE CONNECTION �I STATION Q Q O O KEYNOTES: (n O C MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 u m r� U (j Q� l� U) 0) 0 2652 o k 61 _ _ C W U APPROXIMATE FINISH GRADE �ca�c �0 - - ti � U 6 e`P' - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J z - - - °` `Oa- - - - - - - - �; 648 6ek' 6 00 _ _ _ - - - - - - - - - - - - - - - - - z z o0 L I �/ EXISTING GRADE O W Q REMOVE EXISTING SSWR CLEANOUT. ti aci o CONTRACTOR TO VERIFY INV. AND + m 644 NOTIFY DESIGN ENGINEER. 7 8" WATER LINE ^ v I L.L � I CONST. 317.2 LF 8" SDR-35 PVC Pipe ® 0.60% O � z OO Q O 0 04 CONST. 54.8 LF 8" CONST. 221.0 LF 8" SDR-35 PVC Pipe 0 0.40% W m 06 w m N SDR-35 PVC Pipe 0 0.38% N 2643.74 Z W (D CONST. 269.4 LF 8" SDR-35 PVC Pipe 0 0.40% INV OUT (S) _ z 640 z _ - R-35 PVC Pipe ® 0.40% EXTEND 137.2 LF 8" SDR-35 PVC Pipe ® 0.41% ^ J Y Q 118.6 LF 8 SD +2641.82 W W 0 Lu o, � N W I..I.J c INV OUT (W) � INV IN (N) z II uCCN C 2639.29 "2640.49rn 2640.82 Q 638.03 2639.19 INV IN (S) 2640.3 INV IN (E) U N O 0 2638.13 oho U N z U Lu 0T (S) INV OUT (W) 2639.29 INV OUT (N + z II W W g CM 0 INV IN (N) N INV IN (N) + INV OUT (NW) � un p ¢ J r J W 2 1`0 ; 636 - 4 c 'n zit c� v z r` Z o cI p U + z II O Q = Q 0 O N 0 w o U) c j OU N U cn z DJUUom N v Z ¢ �U t~n 04 N j 632.0 N SHEET NUMBER � •• 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+ r-) n 5 . 1 HORIZONTAL SCALE 1" = 40'L NE C VERTICAL SCALE 1" = 4' o � uu XREF INDEX: v J x �p 0 0 c - 0 - - E - - 96 O U - - _ _ _ �� "' "^ m SCALE > GIRR MH5 1 _ 40 0 20 40 80 z RIM ELEV = 2654.77 /� - - - u) _ INV WT 203.12 (NW) -- - 0 t / J J - - \ \- -I INV IN 2653.12 (SE) �co oo �� ,/ / FEET co ca � _ _� J � 00 ORR MH4 - IRR - -IRR IR Fj IRR - _ IRf�T-IRR IRR / RIM ELEV = 2656.22 INSTALL 68.7 LF OF 6" Ir -� �( 1 1 INCH = 40 FT. >❑ C) l) 200psi PVC PRESSURE INSTALL 412.4 LF OF 6" INSTALL 122.0 LF OF 6" / `� y _ INV OUT 2652.50 (NW) I i P 200 si PVC PRESSURE INV IN 2652.50 (SE) 9 /N . IRRIGATION MAIN 200psi PVC PRESSURE i' p INSTALL 31.4 LF OF 6" � ' � / p�� 2649 IRRIGATION MAIN LEGEND co IRRIGATION MAIN 200psi PVC PRESSURE 0 , ( / / - / � , � I 12 IRRIGATION MAIN I � _ � co 1 h\ / / 18 I INSTALL 70.5 LF OF 6" ` o 00 I \ / // / ` / �.� / O I 17 I 16 I I 14 I 13 I I 200psi PVC PRESSURE I 4 PROPERTY BOUNDARY 0 oN j �/\ IRRIGATION MAIN RIGHT OF WAY LINE 11 / EXISTING ROAD CENTERLINE EXISTING LOT NUMBER >>\ - - - - EXISTING LOT LINE ,X X�9 w w w S �LC 0 ��AY `" w w / � I� -ss, ss o ssx ssx- / �X , SS SS SS S SS\psi \ Q \ � EXISTING SEWER LINE W/ MANHOLE INSTALL 203.6 LF OF 6" S S \ � / � O 200psi PVC PRESSURE - - I -w. Wx �Wx W.- EXISTING WATER MAIN W/ GATE VALVE /� � I / > • // �\ IRRIGATION MAIN ? T cn / // /- J \ \ U) II �\I -PIRRx PIRR-LPIRR EXISTING PIRR W/ SERVICE O EXISTING STREETLIGHT �z.\�Q� / \� 23 ( / I F \ /l / � c, / I I I _ I � - �-� EXIST. ROLLED CURB, GUTTER & SIDEWALK �9rj, M MVNG�� EXIST. VERT. CURB, GUTTER & SIDEWALK 5 \ - \ I I I (1 SC- - -SC- - - APPROXIMATE LOCATION OF SAW CUT INSTALL 160.0 LF OF 6" / / O3 INSTALL 292.0 LF OF 6" I O INSTALL 154.1 LF OF 6" / / �d' 200 si PVC PRESSURE I I '� 200psi PVC PRESSURE 1 ROAD CENTERLINE i-_ 200psi PVC PRESSURE / "6' p IRRIGATION MAIN IRRIGATION MAIN ROAD RIGHT OF WAY I IRRIGATION MAIN / / - - _ - - / �SX�C ` INSTALL 140.0 LF OF 6" -2i2�L� L_ - L_��i-_ y - bl bbI RIM ELEV GIRR M17 5 I .72 �� \ �' / / d OD/ ,. 200psi PVC PRESSURE - - - - - - - - i � INTERIOR LOT LINE i / b IRRIGATION MAIN _ - L]q m I� INSTALL 396.9 LF OF 6" INV OUT 2652.12 (W) / INSTALL 144.2 LF OF 6" d �, / \ - \ INV IN 2652.12 (SE) j! 200psi PVC PRESSURE / / I I - f O U' I 200psi PVC PRESSURE I BLOCK 5 O BLOCK AND LOT NUMBER 5 w 0 IRRIGATION MAIN / / \ I I I I IRRIGATION MAIN / � CONSTRUCT ROLLED CURB & GUTTER � 55 10 CONSTRUCT EXTRUDED CURB & GUTTER 13+94.87 INSTALL 116.0 LF OF 6" / I v / 200psi PVC PRESSURE / / I I \ I f c � ( STANDARD STREETLIGHT PER CITY OF MERIDIAN STD SECT 6 IRRIGATION MAIN � ATI / \ I �\// �\ INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD 1132A U)641 - - - I `2� / \ CONSTRUCT SEWER W/ 48"0 MANHOLE UNLESS NOTED OTHERWISE � / 2 - - - - - - - - / 48 a / / / / / CONSTRUCT 1" WATER SERVICE w / �,.W qL 4 OK / /26 I w w w w,-�-pv- W W W w w w 1�5 111w CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) W/ MIN. 4' COVER / s, 1 ORI VE / J -I ss 1 �S + ss SS - S - -1 z 1 w .o co I - I 1 � INSTALL FIRE HYDRANT W/ VALVE PER ISPWC STD SD-404 0 INSTALL 391.5 LF OF 6" _ _ z0 GIRR MH2 3 1.36 200psi PVC PRESSURE 13+00 - -" - - C I I I , INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN SD W12 z RIM ELEV = 2650.76 Ii IRRIGATION MAIN cl) I _O m Q INV WT 2645.74 (W) CONSTRUCT -" DOUBLE WATER SERVICES PER CITY OF MERIDIAN SD INV IN 2645.74 (E) �� I - f II - - - / w3 wz t 2647I of I I INSTALL 1224 LF OF 6" IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE PER MERIDIAN CITY �, I I 200psi PVC PRESSURE / / ` STD DETAIL K-902-L & K-902-S 3 0 O I I ( I J I IRRIGATION MAIN // / i IRR IRR CONSTRUCT GRAVITY IRRIGATION LINE N CD N / / I I > N N I.i INSTALL 330.7 LF OF 6" I � // z INSTALL GATE VALVE PER CITY OF MERIDIAN SD W11, SIZED TO MATCH Y M M O � INSTALL VC P LF OF 6' 200psi PVC PRESSURE I // % / MAINLINE 200psi PVC PRESSURE / P �J � / J 12+00 - - IRRIGATION MAIN - IRRIGATION MAIN =- L,�,(/// / / / __� _--� -_-_ O ❑ ❑ ❑ Q ti. 28 ��i_ - _ -- - _ __ - - - --�/Y/ // -- INSTALL PVC PRESSURE IRRIGATION MAIN IN A C-900 SLEEVE z z z w > ❑ p �_ ~ NI -- x x x x x2i2�1 x2ibl x2i211 / / w 0 � U o x2i2il x2121I bI I 2121I 2:2 j 2i21I �/ SL SLEEVE SERVICE LENGTH (2% MINIMUM SLOPE) w c� Q w 0- cn O m O I ///// El END INVERT = w _ < Q 0- ❑ oQ Ii I- rIi �i ❑ ❑ U Q J w E J INSTALL 106.5 LF OF 6" x J u I - - 200psi PVC PRESSURE II SC 4" SDR-35 SEWER SERVICE CONNECTION 2 0 CY, IRRIGATION MAIN I STATION 0 cn � � a (IRR MH1 I �'-�I+00 ILu N TALL 148.3 LF OF 6"� Z ILI A I I z I RIM ELEV : 2647,49 200psi PVC PRESSURE \� j� X INV IN 2645.52 (E) W� IRRIGATION MAIN ! W w Cn � - -- 2i - Z Q x� NRx IRRz-�-IRRx Q c� O I W F� J >- O �-- O U) O Zu m 2660 �"b 2660 Q Q j CD j 2656 - - - - ti�� 2656 N APPROXIMATE FINISH GRADE ✓ - - _ - \ i - / CONST. 94.0 LF 12" SDR-35 PVC Pipe ® 0.63% i U a� EXISTING GRADE CONST. 376.8 LF 12" SDR-35 PVC Pipe ® 0.10% - z x LLJ o N �9% 2653.12 X 0 2652 �� P\pe®� 2652.50 INV IN (SE) 2652 _ z z U N� INV IN (SE) 00 o INV OUT (NW) W O O r- INV OUT (NW) cD = + 2 - O aCD o ��o NSA 16�A INV IN5(SE) + + �_ Q 0 L ti m �� / CO INV OUT (W) I i � ¢ C7 c~n O - z O �� - U c~n 2648 J 0 Q o 2648 m J m E N CONST. 215.5 LF 12" SDR-35 PVC Pipe ® 10 0%_ - _ - / / W LL > a� - - - D N - - cz W (f) z o W Ifl Y a 2645.52 2644 ( )INV IN (E) 2645.74 W ❑ Q INV OUT W ao INV IN (E) 2644 W W � _ INV OUT (W) � O zUwo o = Lo W coQ J W ZD � a W J = ❑ z N 2640 c5 2640 2 Q w o N 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 U U 0 [n o °' w IN U GIRR SHEET NUMBER N / w = 6 . 0 o � uu XREF INDEX: E 0 O U Lo a) > - z N iO (B � O >1 O — Lo C N STREET LIGHTING NOTES CD 2$ I 27 I I 26 \ \ \ \ \ \\/�� 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT co N VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. \ \ \ \ \ \ \ oz� 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. �� \ \ \ I 5'Q� Q\ USE THE ONLINE CITIZEN PORTAL https://citizen portal.meridian city.orcl/CitizenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. L4\ \ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE, REINFORCING, NAL W — — — \ Q \ �\ \\ ` BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. ��CD �\ T FN W W \ \ \ i� '� O & 'F —SS SS \ \\ \ �\ \ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MINIMUM FROM TREES, 5' MINIMUM FROM S SS \ \ / .�� FIRE HYDRANTS, AND 2' MINIMUM FROM WATER METERS. \ $L— � � � \ \ �\ 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A cn s, \ \� 2 \ \ \ p REDLINED ASBULT DRAWING OF THIS PLAN SHEET AND THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS �� TF pF \0, DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. TT M MVNG SCALE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR 60 0 30 60 120 QUESTIONS REGARDING UTILITY CONFLICTS OR TO ACCESS LOCKED METER PEDESTALS. FEET ) BLOC�( 1 I 15,o3s IF \� \ \/\ \ \ \ \ \ 1 INCH = 60 FT. 21 J — — — — — — — — — — x2i2il I I \ I SL- \ \ a z i - - - - - - l i ' LEGEND o ® cn w I O $L— 18 — EXISTING FENCE p m I / z I (I I I I I / I — PROPERTY BOUNDARY w O _ • \ I 12 I — — / — � z C� I I I I I I // cn I RIGHT OF WAY LINE N N J E. SAGEMOOR T. — I I I EXISTING ROAD CENTERLINE o 0 w I I I I 17 N N J IN IN I cif e I I I I // EP EDGE OF PAVEMENT Y M —co cn o ( I �L`O �— / I `� / LL o w 0w w o Q < VL®rj I — — — — EXISTING LOT LINE z w — II X—/ I y I I I I; EXISTING SEWER LINE W/ MANHOLE w U � � �j p /I I —SS- SS- w cn Q w a U) p m O I + �/ I I © I 16 �/ o o U Q g a ° >- � + I \ 0 I I wx wx EXISTING WATER MAIN Q EXISTING WATER VALVE — t I / cn Lu c/) EXISTING WATER WELL O IiF cn cn I EXISTING STORM CATCH BASIN w Cn \ X I 11 cn 14 ) Q Q r4\ � ( EXISTING LIGHT POLE CD i EXISTING SIGN mcn I � cn I PROPOSED ROAD CENTERLINE _ I( \ I I SL— > PROPOSED ROAD RIGHT OF WAY Lj_ Cn I \ L — JI \ I I cn co \� PROPOSED LOT LINE c CD / 0 o I C— — — —SL- _w BL 0nif 5 D BLOCK AND LOT NUMBER I I w _ — � \ 0 I E OBSERVATION ST. _ss�ss _ _ _ _ — — — — — — �b T —�P — —� @_ PRPOSED REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK _ -265 U I \ 4 I / PROPOSED SANITARY SEWER W/ MANHOLE z z J 8"W PROPOSED 8" WATER MAIN O 0 J z z U a IRR IRR PROPOSED PRESSURE IRRIGATION CW O O C c co00 PROPOSED FIRE HYDRANT v > w ti m z 0 _ Q o 0-0 PROPOSED TYPE 1 STREET LIGHTIGHT W 0 w m m _ > > " w o 0 Y Q WLu W o U < C C r� n- U w c) �, L1J _j W 2 ti a') J = z � � Q � U 0 UU om CD CN N U SHEET NUMBER w = 7 . 0 o � uu