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Charlene Way From:clerk@meridiancity.org Sent:Friday, August 27, 2021 7:48 AM To:Charlene Way Subject:Development Application Transmittals - Prevail Subdivision No. 3 FP-2021-0044 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Prevail Subdivision No. 3 FP-2021-0044 Hearing Date: September 14, 2021 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Hearing Date: September 14, 2021 File No.: FP-2021-0044 Project Name: Prevail No. 3 Request: A final plat consisting of 18 single family residential lots and 2 common lots on 5.25 acres of land in the R-8 zoning district, by Schultz Development. Location: The site is located approximately ¼ mile south of E. Amity Road, East of S. Meridian Road, in the NW ¼ of the NW ¼ of Section 31, Township 3N., Range 1E. Planning Division E IDIA �1�T.-----' HEARING APPLICATION DAHO Type of Review Requested Final Plat File number: FP-2021-0044 Assigned Planner: Joseph Dodson 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 Ownername: DOUG MCMASTER, TRIPLED DEVELOPMENT, INC Phone: Fax: Owner address: PO BOX 2670, EAGLE, ID 83616 Email: 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): S 1 1 31 22351 0 Township,range,section: 3N 1 E31 Project Description Project/Application Name: Prevail Subdivision No. 3 Description of work: 18 building lots and 2 common lots on 5.25 acres in R-8 zone 33 E Broadway Avenue,Suite 102 * 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-2021-0202 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: 5150 S Meridian Road Current Land Use: Vacant Total Acreage: 5.25 Prior Approvals(File Numbers): H-2021-0021 ZONING DISTRICT(S) R-8: CHECKED PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 08/09/21 Who will own and Maintain the Pressurized Irrigation System in this Development: Private Irrigation District: Boise Kuna Primary Irrigation Source: Boise Kuna Secondary Irrigation Source: City Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 37,506 Minimum Square Footage of Living Area(Excluding Garage): 1600 Gross Density: 3.43 Net Density: 6.52 PLATS ONLY Number of Building Lots: 18 Number of Common Lots: 2 Total Number of Lots: 20 Minimum Lot Size: 5,362 Average Lot Size: 6,677 Area of Plat: 5.25 Plat Date(MMIDD/YYYY): 08/04/21 QUALIFYING OPEN SPACE Parkways: CHECKED 10'Parkway Along Arterials: CHECKED Acres of Qualified Open Space: 0.75 Percentage of Qualified Open Space: 14.3 QUALIFYING SITE AMENITIES Children's Play Structure: CHECKED Other Qualified Site Amenities: playground in Prevail 1 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 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 3 August 9, 2021 Mayor Robert Simison and City Council City of Meridian 33 E. Broadway Street Meridian, ID 83642 RE: Prevail Subdivision No.3 Final Plat Submittal Dear Honorable Mayor and City Council Members, On behalf of Triple D Development, Inc.,this letter is to accompany the Final Plat submittal for the Prevail Subdivision No. 3. The Annexation and Preliminary Plat applications were approved on July 6, 2021 (H-2021-0021) The submitted final plat on 5.25 acres for 18 building lots and 2 common lots in an R-8 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. Sinc rely, Matt Schu tY Schultz Development LLC Project Manager Attachments ELECTRONICALLY RECORDED•DO NOT REMOVE THE OoUNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS ''J,V(ti Or THE CRIGINALDOCUMENT. ADA COUNTY RECORDER Phil MGGrane 2021-076295 BOISE IDAHO Pgs=2 CHE FOWLER 05/14/2021 09:17 AM FIRST AMERICAN TITLE INSURANCE COMPANY $15.00 SS A118�! � e ADA COUNTY RECORDER Phil McGrane 2021-083525 BOISE IDAHO Pgs=4 CHE FOWLER 05/27/2021 01:04 PM FIRST AMERICAN TITLE AND ESCROW COMPANY S15.00 AFTER RECORDING MAIL TO: Triple D Development, Inc. 10248 Turner Middleton, ID 83644 WARRANTY DEED *TIIIS DOCUNIENT IS DING RE—RECORDED TO INCLUDE PAGE 2 OF THE DEED Fite No.: 4102-3654962 (PC) Date: April 23, 2021 For Value Received, Carl J. Reiterman and Bonnie A. Reiterman, husband and wife, hereinafter referred to as Grantor, does hereby grant, bargain, sell and convey unto Triple D Development, Inc., an Idaho Corporation, hereinafter referred to as Grantee, whose current address is 10248 Turner, Middleton, ID 83644, the following described premises, situated in Ada County, Idaho, to wit: LEGAL DESCRIPTION: Real property in the County of Ada, State of Idaho, described as follows: Parcel I: That portion of Lot 1, Section 31, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a point at the intersection of Amity Road and Kuna Road and running South 1,319 feet to a point; and thence East a distance of 960.2 feet to THE TRUE POINT OF BEGINNING; thence running East a distance of 217.8 feet to a point; thence, running North a distance of 100 feet to a point; thence running West a distance of 217.8 feet to a point; thence running South a distance of 100 feet to THE TRUE POINT OF BEGINNING. Parcel II: That certain parcel of real property situated in Lot 1, Section 31, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a point at the Intersection of Amity Road and Kuna Road and thence running South 1,318 feet to THE TRUE POINT OF BEGINNING; thence running East a distance of 1,178 feet to a point; thence running North a distance of 207 feet to a point; thence running West a distance of 1,178 feet to a point; thence running South a distance of 207 feet to THE TRUE POINT OF BEGINNING. Page 1 of 3 ELECTRONICALLY RECORDED.DO NOT REMOVE THE OOUM Y STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS '�Vf Or THE ORIGINAL DOCUMENT. AFTER RECORDING MAIL T0: Triple D Development, Inc. 10248 Turner Middleton, ID 83644 WARRANTY DEED File No.: 4102-3654962 (PC) Date: April 23, 2021 For Value Received, Carl J. Reiterman and Bonnie A. Reiterman, husband and wife, hereinafter referred to as Grantor, does hereby grant, bargain, sell and convey unto Triple D Development, Inc., an Idaho Corporation, hereinafter referred to as Grantee, whose current address is 10248 Turner, Middleton, ID 83644, the following described premises, situated in Ada County, Idaho, to wit: LEGAL DESCRIPTION: Real property in the County of Ada, State of Idaho, described as follows: Parcel I: That portion of Lot 1, Section 31, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a point at the intersection of Amity Road and Kuna Road and running South 1,31S feet to a point, and thence East a distance of 960.2 feet to THE TRUE POINT OF BEGINNING; thence running East a distance of 217.8 feet to a point; thence, running North a distance of 100 feet to a point; thence running West a distance of 217.8 feet to a point; thence running South a distance of 100 feet to THE TRUE POINT OF BEGINNING. Parcel II: That certain parcel of real property situated in Lot 1, Section 31, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a point at the Intersection of Amity Road and Kuna Road and thence running South 1,318 feet to THE TRUE POINT OF BEGINNING; thence running East a distance of 1,178 feet to a point; thence running North a distance of 207 feet to a point; thence running West a distance of 1,278 feet to a point; thence running South a distance of 207 feet to THE TRUE POINT OF BEGINNING. Page 1 of 3 AM 51131223510 Warranty Deed File No.;4102-3654962(PC) continued Date,04/23/2021 2 �7, . Carl/Cii erman n � nnie A.IkReter_rna_n STATE OF Idaho ) ss, COUNTY OF �1 , Canjw ) This record was acknowledged before me on 7,311 by Carl . Reiterman and Bonnie A. Reiterman. ANN FRIES-ROE Signature of Notary Public Notary Public-State of Idaho My Commission Expires, Cvmmission Number 26859 My Corninission Expires Aug 30, 2024 Page 3 of 3 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO } COUNTY OF ADA ) ty� TlAk�Z, k1kc�A A.�J'ZAA' ALL f (name) (address) 9 ��a (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: 5aE,ttz " e P 0, ills (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this--//—day of .e�i 20 � (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. 1gf�4ES SM[LE1 (Notary Public for Idaho) (Votary pl?bl-c- State a# Idaho Co�3 mission Number 30882 Residing at: Yt urrrrr,,-,;tti Fnlowftw� xt�iros''i-09-".024 �` "` My Commission Expires: tl — aCN — Zoz Community Development■Planning Division a 33 E.Broadway Avenue,Ste. IO2 Meridian,Idaho 836442 Phone:208-884-5533 Fax:208-888-6854 www.meri than city.or i lannin IandproDATA Vicinity Map - Prevail North 5.25 Acres in Meridian, Idaho F 1^ >s;:l (ri 43°33'12.37" N 116-23'15.72" W Mar 21, 2021-IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 300 feet purposes only and do not constitute a legal document. �L�fiD ��0 N N rFitled Map Legen: Lo n n e desenpnon for,.,.;::-;: t V w w PRELIMINARY PLAT SHOWING W. AMITY RD E. AMITY RD c o 0 w w PREVAIL NOSUBDIVISION 0 60' 120' 00 0 0 W E Q L o LOCATED IN GOVERNMENT LOT 2 OF SECTION 31cn SCALE 1" = 60' o SITE o Q Q s T. 3N . , R . 1 E. , B . M . , MERIDIAN , ADA COUNTY, IDAHO w o Q �aa 2021 w z J m U O z (n (n J _ �' J � � 0 I J W. LAKE HAZEL RD E. LAKE HAZEL RD Z I O N M FRAM LLC 4940 S MERIDIAN RD MERIDIAN , ID 83642 z Q 0 O i PARCEL # S1131223020 m - VICINITY MAP - 0 N.T.S. 0 Lu _ I I I I O ILL w CD D 00 DR GRAVEL LLC W W ADA COUNTY — TREASURERS OFFICE I I E. AMITY RD 4990 S. MERIDIAN RD � Q � MERIDIAN, ID 83642 MERIDIAN, ID 83642 PARCEL # S1 1 31 21 240C W PARCEL # S1131223400 j l CITY OF MERIDIAN oP I S. MERIDIAN RD I I I I OP x x x_ MERIDIAN , ID 83642 - - - - - - - - - - - OP PARCEL # S1 1 31 223350 IRRIGATION LATERAL HATCH SHOWS EASEMENT - - - - - - - -OULITABLE-DPEN-SPACE— — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - � / 0 CD z . / IY N O .... . W W ; N89'3 9"E 1104.96 O 7- — L1 / HATCH SHOWS 50% 00 �D COUNTABLE OPEN SPACE I I �QCK -7 C� #__:: II. E. LIBERATOR LN. _ BRIGHTON INVERTMENTS LLC CD E. LIBERATOR LN. E. AMITY RD _ Q Q I o 1 11 ----------- MERIDIAN, ID 83642 Z 0 I o 36 ---- ------:::::::::::::::::::::..::::::::::::::..:::::::::..:::..::::::. W Q � CL w w ifsc/i / w M PARCEL # S1131244500 I 0 ILL- 0) :E � I o I: o i l 34 o Z O ' 11 33 32 31 30 29 28 27 26 17 18 19 20 21 22 23 24 I B K 1 S89'3929"W 1105.99 BLOCK 6 I I k.-,• � 0 0 0 O O O O O O O O O 0 I 19 20 21 22 23 24 25 16 15 14 13 12 11 10 9 Q ICI BLOCK 1 P R EVAI L SUB BLOCK 6 co I i BLG PHASE 2 W 18 Of CD I III PRE IL SUBD VISION N .2 BLOCK 6 BLOCK 6CD Y N � U cn � N cfl I I 0 cfl - W � N :.....:::::::::::::::::::::::::::. . .................. :.:::::::::.:::.::::::::::: :::::::::::::: :::::•:: ::::.::::::::::::::::::::::.::.::::::::::::::::::::::::::.::..::.:.... LJJ � o� Z - O Q Q 00 �rI CALDE A w W w W CALDERA z w o z Q J N cll --i — 0 — (n (D W co N Cn V W O W C Q U Na CD 0 N U I I I I nrrk I 12" SD V CD M m m o r z � 00 n Q w LLJ w NOTES: o o o Ln 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. SRO NA L FN PRELIMINARY DEVELOPMENT FEATURES 2. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) ��'� `STEFEE �. E N G I N E E R SURVEYOR PLANNER LOT RAINAGET TO ANY EASEMENTPUBLIC ADJACENTRTO ANY AS LOTNOTERWISE ADJACENT NTOTO AT HERE PUBLIC SHALL TREET A 5 (FIVE) FOOT PUBLIC UTILITY, IRRIGATION AND TOTAL ACRES......................................... 5.25 AC 9412 TOTAL LOTS............................................ 21 CK-ENGINEERING IDAHO SURVEY GROUP SCHULTZ DEVELOPMENT COMMON/OPEN SPACE LOTS................. 3 CHAD KINKELA, P.E. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF GREG CARTER P.L.S. MATT SCHULTZ, P.E. ISSUANCE OF THE BUILDING PERMIT. 5/7/21 SINGLE FAMILY LOTS.............................. 18 1300 E. STATE ST 1450 E. WATERTOWER P.O. BOX 1115 AVERAGE BLDG. LOT SIZE..................... 6,677 SF SUITE 102 sr �° MERIDIAN, ID 83642 MERIDIAN, ID 83680 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO PROPOSED ZONING................................ R8 2 UNITS/ACRE EAGLE,3I 8�3916 208-846-8570 208-880-1695 ASSESSMENT BY BOISE BOARD OF CONTROL. y�0 S. KIN��� COMMON USABLE OPEN SPACE............ 32,709 SF OR 0.75 AC 6. ALL STORM DRAINAGE SHALL REMAIN ONSITE WITHIN SEEPAGE BEDS. STORM DRAIN SYSTEM SHALL BE OWNED AND MAINTAINED BY THE ADA PERCENTAGE OF OPEN SPACE.............. 14.30% COUNTY HIGHWAY DISTRICT. SHEET 7. LOT 36 & 37 BLOCK 1 AND LOT 1 BLOCK 7 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE PREVAIL NORTH SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. P 1 ■ 0 L�f") � ��0 N N L1/ ro Il- J N Z w PRELIMINARY PLAT SHOWING W J U Z W E i CD O O U A S S s z 0 . uj:2 - o Z CD LOCATED IN GOVERNMENT LOT 2 OF SECTION 31 , Q W T. 3N . , R . 1 E. , B . M . , MERIDIAN , ADA COUNTY, IDAHO 0 40' 80' w �aa 2021 z J SCALE 1" = 40' J .� I GR7 OP X� X X Xop _ _ I U 25 FOOT FROM THE CENTERLINE N II I py/ F THE 48" RCP EASEMENT �OR THE CARLSON LATERAL // 301 rZ O ( EG.R CARLSON LATERAL RELOCATED / V � .. '�. ' v 48" CLASS III RCP - - �� - - - - - - - - - - - - - - - - - �ol� -- - - - - - - - - - - - - - - - - - - - - L 2�03- 2�03 2103 2603 2103 / J � • � • N / OE EGR EGR EGR EGR EGR / w 47.00' TOB Rm4i 3 _ I d 4- I d 1-7 7 I d 4- I d 4- I d 4- I d i _ 9 3.8' �„ Toe E G - 7 2 6.9 / 4PI 4 PI 4 P I O (V II 110.9 4'20 ldb� 9 80 0' .�_:_� . EGR _ 2103 O 8 0.0 I:I::':':: I I f ` O 1 4�f•=� P TTfT - L4�1- -4-Pf�� -rt���- - V-pl- -4 - / - uj 4 PI �PI=API4�f 1 - Pam= =4 =4�f - =API 4 4 4 I OCK 801 _ . . . _ ;::_:.:_ . . 44,828 sgft - EGR // E o I I W W k o_ ATER LINE -27 657 s ft USEABLE OPEN SPACE T 20.0 1 g o CASEMENT - 1 ......................................................... ................ ... `� 61 Q f. ... I I r N �� • N N r r r ,32 N -EARIuH r • r • R w O r o- W w "" I E. LIBERATOR LN. _ o 301 �(1 E ���o o O o 00 �:: : _ p - - - - - 1 - - - p - - rn t �I. �� - N M s a s a a c a N a r7 s ry s� _ 0 tS O 04 NI --.... -- w 36 I I �' - ........ i ---------- ---------- J I + 5 .0' 5 .0' 50.0' 5 .0' 50.0' 50.0' 60.0' 50.0' T 60 0' 50 0' 60.0' 25.8' 5d.6 I I' f I /9 71 I • 0 In a::: �_ SQ` 3 41 �� 'o o M I 10��9 /S 5 3 I I IvOi I Nw I Q jn V Cn CD p J O O O O O O O O O p O) W N O O O O O O O O Y O O O O O O O O O N cD CA U p to O (n O (n O vi O N O (n O (n O w O (n vi W J 10 FOOT CONCRETE �' 0 O co II rn o I i C. N 4 PATHWAY I 101 2733. 0' II - BL CK 1 47.00' BL CK 6 N89°39'29"E 0 I 118.4' ��.s' 50.0' 50.0' 50.0' 50.0' 50.0' _ 70.0' 1080.990•0' 60.0' 50.0' 60.0' 50_0' 60.0' 50.0' 101.8' 1 80.0'1 4 PI ald S W1 /16 mr I 19 20 21 22 23 24 25 16 15 14 13 12 11 10 O9 W Q w G,R IiI BLOCK 1 BLOCK 6 0 III PREVAIL SUB BLOCK PHASE 2 0 CD 35'-0" oCD fn � Y N U Z W d) ~ / RAW 42'-0" R.O.W 25'-0" � W EASE LLJ 33'-0" I o L ccn � coI a _ o CD wl tt^� Qwo N z 16'-6" 16'-6" I z v _ a N SOUND PROOF cn MIN 2' LEVEL J Q U N >m MIN 2' LEVEL I LANDING BEHIND BARRIER WALL Q z Y N LJ = LANDING BEHIND wo w m cn N SIDEWALK (TYP) 2' 5' 2' 14'-6" 14'-6" 2' 2' 2 SIDEWALK (TYP) O o = U 31 MqX 8 5 1 MPX C�� r2 °° Q SG0 CUT I �• m OP LLJ 2.00% SLOPE 2.00% SLOPE z i / I 10 FT WIDE CONCRETE U L.LJ PATHWAY BERM Q W �- w Q J CONCRETE SIDEWALK 14" OF 6" EXTEND BASE CONCRETE SIDEWALK 12'-6" 10'-0"MINUS PIT RUN PER ISPWC AND ACHD b q� PER ISPWC AND ACHD MATERIAL 6" BEHIND SUPPLEMENTAL DRAWING n Q S�po g\o NA L F SUPPLEMENTAL DRAWING 2Y" OF ASPHALT PAVEMENT CURB (TYP) SD-709 (TYP) I EXISTING EP F � xS T E NC SD-709 (TYP) MERIDIAN RD FINISHED GRADE OF 5 STANDARD ROLLED CURB 4" OF %" MINUS _. .,...., RESIDENTIAL LOT a........ ,. & GUTTER PER ISPWC & CRUSHED GRAVEL ACHD SUPPLEMENTAL DRAWING SD-702 NEW 5/7/21 BARROW DITCH s 0 Tq r P� TYPICAL 42' ROW SECTION WITH 33' STREET SECTION EXISTING MERIDIAN ROAD W/BERM cy�0S. KIN���P - NTS - - NTS - SHEET p 1 1 CKENGINEERING P. C . Civil Engineering * Project Management DATE: March 3, 2021 TO: City of Meridian 33 E. Broadway Ave Meridian, ID 83642 RE: Prevail North Subdivision To whom it may concern: Based on a geotechnical report provided by Site Consulting, LLC please accept this letter as my certification that all centerline of the road will be designed and built at least 3 feet above groundwater. The Geotechnical Engineering report did not encounter groundwater at any locations. Respectfully submitted, � 12 ` C+�9rF0F �oa�P �yq� S. KIN'��\• Chad S. Kinkela, P.E. CK Engineering, P.C. CK Engineering 130o E.State St Suite 102 Eagle,ID 83616 208.869.0590 mobile cliad@ck-engineers.com ADA COUNTY STREET NAME REVIEW Preliminary Plat eX Review Date: March 8, 2021 Final Plat Project Name: Prevail North Sub T/R/S 3N1E31 Parcel Number(s): S1131223510 Project/Plat Applicant: Shultz Development Phone No: 208-880-1695 City/County Agency: Meridian AOI THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N MERIDIAN RD v 2 v v � 0 o v U 3 v a r o Proposed Street Names: u Q o V m Comments 1 S KEYPORT AVE X 2 S SCAN DIA AVE X 3 E TANYA CT E Doesn't align.Change to a new unique name. 4 E TANYA LN E Use St.Doesn't align.Change to a new unique name. ALTERNATIVE NAMES 5 LIBERATOR N 6 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace E TANYA CT with E LIBERATOR CT Replace E TANYA LN with a E LIBERATOR 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 * 3N1*25 3N1E30 ; D 1 I I I I I 1 1 I I I I I I I I I 1 I 1 I I I I -----------i-------------JL .----JL-------------JL--------- ---i ���� ���� ��i- ----�������JL����---------i-------------JL----------.--i-------------i----.------.��i������� I W Amity Road E Amity Road rf i 1 I F 1 1 I • I '� I !• I I 1 I I I I --------------------------- .— -------i-------------i----------- rL��������r ���i�������������JL-------------i-------. ...---i-------------i ----------JL--------------1._.������ I I I �d-I I� T C 1 1 I I> 1 I I I I 1 I I to 1 ire I I C I I I I I I I I I I I I �������1��..����������i�������������JL��..�� ���.����i���..����..����JL�������������JL���������..���JL���������..���i-------- --------.---------------------- --------------------------- Cut E Tanya Lane I I I o I I I 1 I I ..-_ I I N I I I 1 . I I I 1 ti I I L OT A PART d I U 3N1E31 W\1 36 I I he I I -------------i------- ----- I-------- --- --- --------IL-------------JL-------------i-------------i-------.-----JL. Lam. .------ -..��. 1 ; 1 i I I ' ' • 1 I I I ' • I I I 1 I I 1 1 1 1 1 I I 1 1 1 1 1 • 1 1 1 1 1 I 1 1 1 I I I I 1 I 1 1 1 1 I I 1 1 1 1 1 I 1 I 1 1 �}1a 1� I NOT A PART NOT A4PFRT I / 1►' 9 a View DDrive s This map is made from data copyrighted by Ada County.Ada County shall not be liable for ADA COUNTYABSESSOR inaccuracies or misuse of this map. Maps Land Records Division bearing this disclaimer may be photocopied freely. Geographic Information Systems 1 inch - 500 feet However,use in any digital form requires the \`,a` 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 Ln an -- Ln N PRELIMINARY PLAT SHOWING """'"'D - ""R6 co cs PREVAIL NORTH SUBDIVISION B 1bb. LOCATED IN GOVERNMENT LOT 2 OF SECTION 31, SGLE t'. 60' � SITE 9 H s T.3N., R.1E., B.M., MERIDIAN, ADA COUNTY, IDAHO Q 2021 x z J ❑ o I I I J ! III V.IME RQEL Po E WF N12EL AO I I C7 Q I MERAM LLC C!} ! I 4940 S MERIDIAN RD MERIDIAN , ID 83642 ~ m O Z =j I PARCEL 51 731223020 gy a-VICINITY MAP- (D m 7 I I I NJ.S ❑ >- (n - I I W f. ! w Q Z ❑ _Z pC Q rl W p O I I m J Z DR GRAVEL LLC W w I ADA COUNTY — TREASURERS OFFICE E. AMITY RD Of —I I 4990 5, MERIDIAN RD MERIDIAN, I❑ 83642 Q I I MERIDIAN, I❑ 83fi42 � I I I PARCEL # 5113121240C w PARCEL # $1131223400 ! [� rj- CITY OF MERIDIAN C OP H89'39.79�11D0.99' S. MERIDIAN RD 1 =—� �k MERIDIAN, ID 83642 ------- -'---- �;—j PARCEL # S1 1 31 223350 I n•,� NOP79'2Y s�rx �TxT—`lJ 3 - J Z S I t ---- __-. _ r- __-=r___-_,,,, 1 (/7 WATER LINE_ �LLI v I x _ II _ % t BRIGHT S LLC _ N ovsau- p a� N � —_ � , — - -____==__ — �"-� . _. .f��.� ma DN INVERTMENT � ff --- _ •¢ w _ — _ ;urA i. r E. AMITY RD ---- MERIDIAN, ID 83642 :z LLJ w PARCEL # 51131244500 rn�� �3 a �I 34 ------- tw n» � p 23 24 25 J I — SWI/1fi a ZT52_ III 19 71 22 23 24 �116f.�•{_ 15 14 13 12 11 10 9 PREVAIL SUB W 11 a lil PHASE 2 III 3 III 3LOCN 6 BLOCK 6 '+ a ry co I 1 I � �-� .; V1�� r7 I II' Wtlq l¢i Qw0 0 ..........Ln ...................... .. ......... UJI w� w d U Mw 1 rr$0 ~f m o x fi a NOTES: =g c a Ln I.it RiR N M WATT!A*SEW SLrNE..£'.5Nµl BE EAFOM TO ALL LOTS. 853QNpi�k PRELIMINARY DEVELOPMENT FEATURES 2.Au WFS$MALL NARE A PEINUwn L49KO roR PLWX un na-TTREEI LwS.RmwwII wo LoT DRNNIGE mm THE 1O(TEN) k FEET M DEW TO AM Plow SITW. MX AS OTV[MIISE S-M.THERE%WLL 9E A 5(FIVE)FORT KOX murv,WdCATIDN SAP s.. F MT&ACR ............._........_..... 5.25 AC ENGINEER SURVEYOR PLANNER Lor Dw%a eAmm Au"To Aw LoT LNE NoT AmaNr TO A RIM$MT. A �7 p I TOTAL LOTS....._....._....._....._... 25 ar IPNq SumCr wlr SC111lTi OE1flOPLENf 94 L A.A.Ir.x 9AO.G wbkc I mes 9w BE r AWDWANCE.TN r E*Kx hE ST*tm"Or nE CN or uEkom AT rE T-c Or 'I U AE FmL71•FACE ipis_......._..... 4 IM0 ri9m.L PE f%C CANRB P.LS. W1T SpLIR,PE GUA CE Of TIC BNIID9IC PI MR. 3/01 •E 8I.W LOTS..- 1B 1Y0 E STATE Si 1i50 E rdllEMO'NpL PA 901'E115 aA �ep PNWO$Ep 2pNiGLOT 54E mm...— 1 /+YRE FJOLC IU 87616 -ESN 42 M11-870-WS�� S.THE OnTIOPOi SN FFmU PPESSLIMM fgn TAN WER TO ON LOT. Au LOTS W TM 5uLaNP,lp1 mu BE 99W TO ..- B- 20A-B➢3-199P ASSE55W 9r nx3E eaW Of CEWKL 4D 8.N1rs� Co"N OPEN Im..._........�.....� 51 AM SF Oft 1.19 AC PEECEMTAGE DF WEN SPAS[..,. 71-13 B.ALL SIM ERkM(° L REMN pBRE WIPIN SEEPAGE REES SM ORNN SYSTEM SWLL BE ONIED AK)kWAIIFD HE THE ILA 01R ILcm DISTRICT. SHEET 1,LOT 7E 1,A�1.LO AI T 111"9. D LOT I BLOX 11 1111 OOwON LETS TD 51 O1L4D ANO W ANEO Of THE PRENAL LgRT.. ,N N S 5 A IXAMTON OR ITS ASSICNS. Pi.0 Street Name Evaluation Response Sheet Subd►visionlJurisdktion: Prevail North Sub/Meridian Aol Representatives: Comments 1 Ada County Assessor Approved with Comments I agree that Liberator works as a replacement for Tanya 2 Ada County Sherrif Approved As Reviewed Approved as reviewed wI Liberator as a replacement for Tanya 3 ACHD No Response/Defer 4 Ada County Development Services Approved As Reviewed Approved as reviewed with alternate Liberator 5 Meridian Fire No ResponselDefer 6 City of Meridian Approved with Comments Approved as reviewed wl Liberator as a replacement for Tanya 7 No ResponselDefer $ No Response/Defer 9 No Response/Defer 3 W PLAT SHOWING SURVEYORS NARRATIVE: W. AMITY RD. PRE VA IL SUBDI VISION NO. � THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN HERON. THE S25 S30 PROPERTY CONSISTS OF TWO PARCELS AS DESCRIBED IN THAT WARRANTY DEEDS INST. NO, S36 S31 A PORTION OF GOVERNMENT LOT 1 OF SECTION 31 , 2021-076295 AND 2021-083525, ADA COUNTY, RECORDS. THE SUBJECT PROPERTY IS ALSO) SHOWN ON ROS NO. 10125. THE PROPERTY IS ADJACENT TO PREVAIL SUBDIVISION NO. 2, CP&F #103052681 T.3N., RA E., B.M., MERIDIAN, ADA COUNTY, IDAHO MONUMENTATION FOUND ARE IN SUBSTANTIAL AGREEMENT WITH THE MONUMENTATION SHOWN ON THE RECORD OF SURVEY AND WAS HELD AS CONTROLLING CORNERS FOR THIS PLAT. 2021 I I I UNPLATTED - - - - - - - � zv . Ns9.39'29"E _ N89'39'29"E 1104.96' ... 80.01 J 37 c3 C13 ��- - - lit, r-N89'39'29"E 110.90'- o ? `o 59.00' w I - -�-- 67.D L6 0; 25.00' i7 0lo O _ o� - - - - - - - - . - . - . - . - . - . - . - . - . - . �j- . - - .I - . - . - - - . - . - . - _BLOCK 9 1 - . �s 23.50' 12.0'� 35 f v V m o�yh• - - N89'39'29"E 706.25' G1� 0. C74 I 0 ' c1l f " f E. LIBERATOR LN. 01 I^ " __� E. LIBERATOR CT. ad - N89'39 29 E 847.44 _ _ _ _ _ _ _ _ _ - 23.50' �1 00 1 �g�2g E '=___� f " - - - - � - - 460.91' 1n 66.00' -N�7� n S78'11 17 E - 320.53 o �n -' 8 us C9 C10 f " ri " cv gOD Qo cV I N ,,_,. 23.E 48.05 N 89'39 29 E 282.87 N I N 89'39 29 E 355.80 C�9 G1 p, W 32.87' 50.00'_ 50.00'_ 50.00'_ 50.00'_ 50.00'_ z ' ' 'r w I w r � 50.00_ 60.00__ 50.00 _ 60.00__ 5o.00_ 60.00__ 25.80 _ h Q t I / „ r- r- r- r- r- �- r - r- r- r- r- - �i O 04 I I �' �' Cs I I 5 0,} I I I I I 1 I I ��� rn 0 �,�`� I I I I I 1 I I 5 0, } I I l i .' / �� C7,�� I C8 I i~ I I I 1 ni I I l I l I f i I I I C18, / L51 (V 34 BLOCK 1 , 1 I I I o. I I I I I I BLOCK 6 1 I Q I I 1 1 C16 I 3 M I O i r- I I I I I I I I I I I I I I I I I I I I I I r- I t M I ! ! I I I 1 1 Z z 0 1 z z l I z ----C17,- o l z l z I I I I z I z I z l z OI �.. ! I Z O O Q O Q I Z a Z I .r O O O Q O O 1 O r d• 1....J Z I ^ ,-y i . ! O N Pi O O tD p ,�; tD OI . REAL POINT OF BEGINNING I � '� ! o ni o 0 0 0 0 0 0 0 0 0 o N 1V N N N N c r i �i ti p�O 33 !0 MM 32 Q 31 30 29 28 0 27 o c,, 26 I w 0 17 18 o0 CA O 19 20 21 22 23 24 I N ,'- '-J O O �Jf O j Q Q - O W GI W O O J Q J Q CA CA Q J O W W O W r NW CORNER OF LOT 1, BLK 1 136 �� 6ry. N o CO w o o s o s a o s o Q I , I o =� o s o I O OF PREVAIL SUB. NO. 1 I '` �o i i i g i + ! ocn � � i 25.00' ! ! I I 1 1 �5,0'�I 11 11 1 1 f I I I I I 1 1 I I i50'�I I I l i 1 l SW COR ' ! I I 23.50 23.50 I I I I 1 1 I I I I 1 1 I _ SE COR 16 15.� ! I I I I I I I I I I __J L _J L- -J L -. -J L_ -J L_ _-J L- -J L___-- J _-_.-__-J L--_ ---J L- -J L- _J L- f " L�• �._-_-_ / , / f /-J L- f_J L_ f-J L-- f--J L-_ f f / / f / f GOV'T LOT 1 . N89'39 29 E -- 118.45 - 77.59 - 50.00 - 50.00_ 50_00 50.00 - 50.00 70_00 _ _70.00 60.00 50.00 _ 60.0_0 50.00 60.00 50.00 101.80 VT LOT 1 PLS 7729 80.01 ••• r - - - � BLOCK 1 $89'39'29"W 1105.99' - -- - BLOCK 6 0 18 19 20 21 22 23 24 25 Dl m 16 014 012 11 10 O I m <I C � z m I PREVAIL SUBDIVISION N0. 2 O W ^ Q NOTES LEGEND m WHICH cV 8 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, SECTION 22-4503, 3 N IY STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, CURVE TABLE • SET 1/2 IRON PIN PLS 7729 0 W PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL CURVE RADIUS DELTA LENGTH CHORD BRG. CHORD DIST. SET 5/8" IRON PIN PLS 7729 cn ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION to j I Vi WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION C1 55.00 300'29'27" 288.45 S17'04'29"W 54.59 FOUND 1/2" IRON PIN PLS 7729 Q • SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY O m c011 AGRICULTURAL OPERATION OR APPURTENANCE TO IT." UNLESS OTHERWISE NOTED C2 55.00 77'39'45" 74.55 N51'30'39"W 68.97 FOUND 5/8" IRON PIN PLS 7729 1-42. IRRIGATION HAS BEEN PROVIDED TO THIS SUBDIVISION IN ACCORDANCE WITH IDAHO CODE 31-3805(1.B). THIS C3 55.00 51'24'36" 49.35 S63'S7'11"W 47.71 UNLESS OTHERWISE NOTED SUBDIVISION IS SITUATED WITHIN THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. IRRIGATION WATER WILL BE CALCULATED POINT DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION C4 55.00 43*32'17* 41.79 S1628'44"W 40.80 I ti ASSESSMENTS TO SAID DISTRICT. O7 LOT N0. � ' 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME C5 55.00 32'4T47" 31.48 S2141'18"E 31.05 -- -- SUBDIVISION BOUNDARY LINE OF THE RE-SUBDIVISION. C6 55.00 34'21'38" 32.98 S55'16'00"E 32.49 I 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION C7 55.00 56'47'24" 54.51 N79'09'29"E 52.31 LOT LINE I REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. CS 55.00 356'02" 3.78 N4847'46"E 3.78 --- SECTION LINE / CP&F #103052680 C9 21.00 42'49'44" 15.70 S68'14'37"W 15.33 5. LOT 36 & LOT 37, BLOCK 1; LOT 1, BLOCK 9; ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED RIGHT-OF-WAY LINE 1 4 ___ __• BY THE PREVAIL SUBDIVISION NO. 3 HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. ALL COMMON LOTS ARE C10 50.00 12'09'14" 10.61 S8415'54"E 10.59 S36 S31 SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT. - - - - - CENTERLINE 6. DIRECT ACCESS TO S. MERIDIAN RD. IS PROHIBITED. C11 26.00 34'10'30" 15.51 S73"15'17"E 15.28 TIE LINE ....................... . C12 20.00 59'06'50" 20.63 N60 06'04"E 19.73 7. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURE IRRIGATION 24.00' EASEMENT DIMENSION EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY. LOTS 1, C13 55.00 116*39'01" 111.98 S88'52'09"W 93.61 BLOCK 9 CONTAINS A PRESSURE AND GRAVITY IRRIGATION LINE EASEMENT AS SHOWN. A TEN (10) FOOT WIDE ----------------- EASEMENT LINE, SEE NOTE XX PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG ALL REAR LOT LINES. A FIVE (5) FOOT C14 13.00 57'32'11" 13.05 S61'34'26"E 12.51 iv PL AN4 C15 13.00 5T32 WIDE PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR LOT LINES - - - - - - - SIDEWALK EASEMENT LINE SEE NOTE XX AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT. '11" 13.05 S60'53'23"W 12.51 ' C16 55.00 111'41'46" 107.22 N87'58'11"E 91.03 - STORM DRAIN EASEMENT LINE, SEE NOTE XX ri I" 8 THIS PORTION OTOIISO ENCUMBERED BY THAT FIRSTNT TO AND AMENDED MASTERAIN THE ACHD STORM WATER PE PERPETUAL STORM WATER DRAINAGE EASEM EASEMENT 7 7 2 9 C17 55.00 100'23 40 96.37 N82'19 08 E 84.51 PRESSURE AND GRAVITY IRRIGATION EASEMENT, RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY AND I .Z0 INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER C18 55.00 11'18'06" 10.85 S41'49'59"E 10.83 SEE NOTE XX 0, 9T I � Q � EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION J 1, 'ccG, ' OF �'�� 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM C19 21.00 54'09'35" 19.85 N63'15'44"W 19.12 r ORy 0 cP WATER DRAINAGE SYSTEM. l 9. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE LINE TABLE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. LINE BEARING LENGTH 10 60 180 L1 S58'06'40"E 24.23 "w 15.0o SEE SHEET 2 FOR LINE AND CURVE DATA TABLES 0 30 120 L2 so•3T5s SEE SHEET 2 FOR DETAILS SCALE: 1 60 L3 S45'20'31"E 28.28 = L4 S44.39'29"W 28.28 BOOK PAGE L5 N8939'29"E 8.34 IDAHO L6 N89'39'29"E 8.91 9955 W. EMERALD ST. JOB N0. 21-025 SURVEY BOISE, IDAHO83704 (208)846-8570 P:\Prevail Subdivison No 3 (Prevail North 5ac) 21-025\dw \Plat\Prevail Sub No 3_21-025_PLAT.dwg 8/4/2021 11:45:22 AM SHEET 1 OF 3 GROUP, LLC PRE AILSUBDIVISIONNO. V 3 CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR Know all men by these presents, that Triple D Development, Inc., an Idaho corporation is the owner of the real property I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as hereafter described: described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and A portion of Government Lot 1 of Section 31, T.3N., R.1 E., B.M., Meridian, Ada County, Idaho more particularly accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys. described as follows: Commencing at the NW corner of said Section 31 from which the W1/4 corner of said Section 31 bears P ANp South 00037'56" West, 2641.54 feet; SFa sG�G thence along the West boundary line of said Section 31 South 00037'56" West, 1,320.77 feet to the SW corner of said o Government Lot 1; Gregory G. Carter N 7729 0 P.L.S. No. 7729 thence leaving said West boundary line and along the South boundary line of said Government Lot 1 North 89039'29" ,°'1 .z East, 80.01 feet to a point on the East right-of-way line of S. Meridian Rd., said point also being the REAL POINT OF �'AFc�F OF ������ BEGINNING; ORy G.CP thence along said East right-of-way line North 00037'56" East, 207.00 feet; thence leaving said East right-of-way line North 89039'29" East, 1,104.96 feet to a point on the East boundary line of said Government Lot 1; thence along said East boundary line South 00°20'43" West, 206.98 feet to the SE corner of said Government Lot 1; thence along the South boundary line of said Government Lot 1 South 89°39'29" West, 1,106.00 feet to the REAL POINT OF BEGINNING. Containing 5.25 acres, more or less. It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, ACKNOWLEDGMENT the public streets as shown on this plat. The easements indicated on said plat are not dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and for such other uses as designated hereon, no STATE OF IDAHO ) permanent structure other than for such utility purposes are to be erected within the limits of said easements. All lots in this ) S.S. plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject COUNTY OF ADA ) subdivision, and City of Meridian has agreed in writing to serve all the lots in this subdivision. On this day of year of 20_, before me, the undersigned, a Notary Public in and for the State of Idaho, personally appeared Douglas R. McMaster, known or identified to me to be the President of Triple D Development, Inc., an Idaho corporation, the corporation that executed the foregoing instrument, and acknowledged to me that he executed such instrument for and Triple D Development, Inc., an Idaho corporation on behalf of said corporation and that said corporation executed the same. Douglas R. McMaster President My Commission expires on Notary Public for Idaho Residing in Idaho BOOK PAGE IDAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 21-025 (208)846-8570 P:\Prevail Subdivison No 3 (Prevail North 5oc) 21-025\dwg\Plat\Prevail Sub No 3_21-025_PLAT.dw 8 4 2021 11:41:37 AM SHEET 2 OF 3 GROUP, LLC P)?E VA IL SUBDI VISION NO. 3 HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have Qualified Licensed Professional Engineer (QLPE) representing City of Meridian Public Works, and the QLPE approval checked this plat and that it complies with the State of Idaho Code relating to plats and surveys. of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a Certificate of Disapproval, and no construction of any building or County Surveyor shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Date CERTIFICATE OF COUNTY TREASURER I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county property taxes for the property included in this subdivision have been paid in full. This certification is valid for the next thirty (30) days only. APPROVAL OF ADA COUNTY HIGHWAY DISTRICT The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of 20 Date County Treasurer President ACHD COUNTY RECORDER'S CERTIFICATE State of Idaho ) APPROVAL OF CITY ENGINEER County of Ada ) s.s. I hereby certify that this instrument was filed for record at the request of at I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. Minutes past O'clock M. on this day of 20 , in Book of plats at Pages Instrument No. City Engineer Date Deputy Ex-Officio Recorder Fee: APPROVAL OF CITY COUNCIL I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council held on the day of 20 , this plat was duly accepted and approved. City Clerk, Meridian, Idaho NSFO G� G 729 �AFGoRY G. BOOK PAGE DAH O 9955 W. EMERALD ST. JOB N0. 21-025 SURVEY BOISE, IDAHO83704 (208)846-8570 P:\Prevail Subdivison No 3 (Prevail North Sac) 21-025\dw \Plot\Prevail Sub No 3_21-025_PLAT.dwg 8/4/2021 11:41:49 AM SHEET 3 OF 3 GROUP, LLC PREVAIL SUBDI VISION NO 3 CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR Know all men by these presents,that Triple D Development,Inc.,an Idaho corporation is the owner of the real property I,Gregory G.Carter,do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho,and that this plat as hereafter described: described in the"Certificate of Owners"was drawn from an actual survey made on the ground under my direct supervision and A portion of Government Lot 1 of Section 31,T.3N.,R.1 E.,B.M.,Meridian,Ada County,Idaho more particularly accurately represents the points platted thereon,and is in conformity with the State of Idaho Code relating to plats and surveys. described as follows: Commencing at the NW corner of said Section 31 from which the W1/4 corner of said Section 31 bears Np South 00°3T56"West,2641.54 feet; fp SGq� thence along the West boundary line of said Section 31 South 00°37'56"West,1,320.77 feet to the SW comer of said o Government Lot 1; a 7729 z thence leaving said West boundary line and along the South boundary line of said Government Lot 1 North 89*39129" Gregory G.Carter 1 b14j2j �o P.L.S.No.7729 East,80.01 feet to a point on the East right-of-way line of S.Meridian Rd.,said point also being the REAL POINT OF cPF9re OF kOP��� BEGINNING; �7Y G.CP� thence along said East right-of-way line North 00'37'56"East,207.00 feet; thence leaving said East right-of-way line North 89°3929'East,1,104.96 feet to a point on the East boundary line of said Government Lot 1; thence along said East boundary line South 00°20'43"West,206.98 feet to the SE corner of said Government Lot 1; thence along the South boundary line of said Government Lot 1 South 89°3929"West,1,106.00 feet to the REAL POINT OF BEGINNING. Containing 5.25 acres,more or less. _ It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, ACKNOWLEDGMENT the public streets as shown on this plat. The easements indicated on said plat are not dedicated to the public. However,the right to use said easements is perpetually reserved for public utilities and for such other uses as designated hereon,no STATE OF IDAHO ) permanent structure other than for such utility purposes are to be erected within the limits of said easements.All lots in this )S.S. plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject COUNTY OF ADA ) subdivision,and City of Meridian has agreed in writing to serve all the lots in this subdivision. On this day of ,year of 20_before me,the undersigned,a Notary Public in and for the State of Idaho, personally appeared Douglas R.McMaster,known or identified to me to be the President of Triple D Development,Inc.,an Idaho corporation,the corporation that executed the foregoing instrument,and acknowledged to me that he executed such instrument for and Triple D Development,Inc.,an Idaho corporation on behalf of said corporation and that said corporation executed the same. Douglas R.McMaster President My Commission expires on Notary Public for Idaho Residing in Idaho BOOK PACE IDAHO 9955 W.EMERALD ST. JOB N0.21-025 SURVEY 301SE,IDAHO&3704 (208)946-8570 P:\Prwrail Su641Wson No 3 Prewil NatM1 Sac 21-025 Ew Plal Prevail Sub No 3�1-025yLAiAw B 4 2021 11:41:37 AM SHEET 2 OF 3 GROUP, LLC PREVAIL SUBDI VISION NO 3 HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code,Title 50,Chapter 13 have been satisfied based on a review by a I,the undersigned,Professional Land Surveyor in and for Ada County,Idaho,do hereby certify that I have Qualified Licensed Professional Engineer(QLPE)representing City of Meridian Public Works,and the QLPE approval checked this plat and that it complies with the State of Idaho Code relating to plats and surveys. of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions.Buyer is cautioned that at the time of this approval,no drinking water extensions or sewer extensions were constructed.Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities.If the developer fails to construct facilities,then sanitary restrictions may be reimposed,in accordance with Section 50-1326,Idaho Code,by the issuance of a Certificate of Disapproval,and no construction of any building or County Surveyor shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Date CERTIFICATE OF COUNTY TREASURER I,the undersigned,County Treasurer in and for the County of Ada,State of Idaho,per the requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county property taxes for the property included in this subdivision have been paid in full.This certification is valid for the next thirty(30)days only. APPROVAL OF ADA COUNTY HIGHWAY DISTRICT The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of ,20_ Date County Treasurer President ACHD COUNTY RECORDER'S CERTIFICATE State of Idaho) APPROVAL OF CITY ENGINEER County of Ada) S.S. I hereby certify that this instrument was filed for record at the request of at_ I,the undersigned,City Engineer in and for the City of Meridian,Ada County,Idaho,hereby approve this plat. Minutes past O'clock M.on this day of ,20_,in Book of plats at Pages Instrument No. City Engineer Date Deputy Ex-Officio Recorder Fee: APPROVAL OF CITY COUNCIL I,the undersigned,City Clerk in and for the City of Meridian,Ada County,Idaho,hereby certify that at a regular meeting of the City Council held on the day of ,20_,this plat was duly accepted and approved. City Clerk,Meridian,Idaho 6� \ NSSO GP< 729 A a N�9 5Hz,1 p0 OF\o tom? C'q?I, BOOK PAGE IDAHO 9955 W.EMERALD ST. SURVEY BOISE,IDAHO 83704 JOB N0. 21-025 _ _ (208)846a570 P: r dI Subd!A..No 3 Prevcll Nw 5ac 21-025 d Plot Prewll Sub Na 3�1 M_PLAT. 8 4 2D21 11:41:45 AM SHEET 3 OF 3 GROUP, LLC ORIGINAL SKRVEY ON FILE A- CK ENGIN-C2ING GIR GIR oDOQ00000000p/ OF o / / 0000 2E ID�0000 3 8 ` o o _ o 000°°5S�gST zp°000 6 � GfR I E - 5 START 3 GG B GA M GG ` o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Eo 0 0 o v o 0 0 0 0 0 0 o o o 0 0 2 EA o SB 15 / EA 5 5 VG 5 5 3 G 5 5 3 3 E E Ec Ec c 3 VG SS 6 VG GB GB o~ wo w 0 M PM - _ _ 15 cIR cIR cIR cIR _ M - oo �,g 3 M - - 2 EA GIR IR n GIR Ooo 8/Oq 15536 02 w ++ ++ _ . .:. 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SB I w N.4 r � a m ao N `o U o _ auSU _CID � c� 0 + + + 3 i = -o o o:-o ai hi Z Q) 6 LL + + '� f6 L L f6 3 X O CD -O Z 3 - - UJW C7- J L CrfD m PM T 1 a � - • • • • • • W CO C7 Q + I I- � + l0 3 o + SS ++ 3 PP 3 START w Z 3 �. M • w Lu - L a w + G + w + + _+ A + 6 + M 3 W + + + + 8 PM / + + + + _ +, + + + + + + + + - 5B 3 / Q I o + +, + + 2 / m I ' lo ++ 6 ++ 5 '-xI UJ 55 + EA 5 I I GB I I I I I I K + + + END ° L1.5 w + + 3 '+ U END 104 'I+ END fi 6 - F START END 4 START � � 4 4 Lu w 6 z M Copyright c�2021 Z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 T LANDSCAPE PLAN Breckon Land Design Inc is unlawful and subject to Jcriminal prosecution. 1 N 40 0 40 80 120 a a SCALE: I"- 40'-0" PROJECT INFORMATION LANDSCAPE LEGEND10 LANDSCAPE NOTES: TURF AREA PREPARATION NOTES■ TOTAL SITE AREA: 228 7c15 S.F. (5.25 ACRES) Lu I. GONTRAGTOR SHALL REPORT TO LANDSCAPE ARGHITEGT ALL CONDITIONS WHIGH IMPAIR AND/OR PREVENT THE PROPER EXEGUTION OF I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. PLANTS TO BE INSTALLED a THIS WORK, PRIOR TO BEGINNING WORK. 2. NEWLY GRADED SUB6RADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES. REMOVE STONES LARGER THAN I INCH IN ANY BUILDING SETBACKS: + 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARGHITEGT'5 PRIOR WRITTEN APPROVAL. ALTERNATE DIMENSION AND STIGKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. FRONT: 25' o MATERIALS OF SIMILAR SIZE AND GHARAGTER MAY BE CONSIDERED IF SPEGIFIED PLANT MATERIALS GAN NOT BE OBTAINED. 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. BACK: 12' w 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. 10 4. REDUGE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNESS OF SOD. SIDE: 3' H 4. GOORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSGAPE ARGHITEGT PRIOR TO GON5TRUGTION START-UP. 5. UNGHAN,l 5UB&RADE5: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXGAVATING GRADING OR VISION TRIANGLE z 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 5URFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE SOIL AS FOLLOWS: AVERAGE BUILDING LOT SIZE: 7,Ig8 SQUARE FEET co 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMER16AN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. -------------------- GUT EDGE AS DETAILED REJEGTED IF NOT IN A SOUND AND HEALTHY CONDITION. B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INGHES. APPLY SOIL AMENDMENTS AND FERTILIZERS AGGORDIN6 TO NUMBER OF PARKING AND BICYCLE STALLS REQUIRED/PROVIDED: O/O 10 7. IN THE EVENT OF A PLANT COUNT DISGREPANGY, PLANT SYMBOLS SHALL OVERRIDE SGHEDULE QUANTITIES AND GALL OUT SYMBOL PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF BERM O Q Lu 10 NUMBERS. FINE TEXTURE. LINEAL FEET OF STREET FRONTAGE (NOT INGLUDIN6 LOGAL STREETS, 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF LARGE (2" MINUS) BARK MULCH. SUBMIT SAMPLE FOR 6. APPLY SOIL AMENDMENTS DIREGTLY TO SURFACE SOIL BEFORE LOOSENING. IN WHIGH HAVE NO STREET TREE i�EQUIREMENTS, BUT INGLUDIN6 6'-0" VINYL FENCE w APPROVAL. A. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STIGKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. PARKWAY ALONG E. LIBERATOR LANE): q60 L.F. z z q. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, VEGETATION, AND TURF, OFF OWNER'S PROPERTY. 6-0" TUBE STEEL FENGE O z REPLAGE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY GONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM 5URFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO TOTAL NUMBER OF TREES PROVIDED: 43 co LL GOST TO THE OWNER. WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH TOTAL NUMBER OF TREE SPECIES: 6 - - PROPERTY LINE (VERIFY) z � 10. FINISH GRADESW SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE GRADES. LIMIT FINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. �r� O J G WITH THE SITE GRADING PLAN. 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. CITY O F MERIDIAN M`� BOULDERS 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUB R IG YARDS OF APPROVED GOMP05T PE 1000 SQUARE FEET. DO NOT CREATE MUDDY SOIL. O ROTO-TILL ORGANIG MATTER A MINIMUM OF 6 INGHES INTO TOPSOIL. q. BEFORE PLANTING, OBTAIN LANDSCAPE ARGHITEGT'S AGGEPTANGE OF FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR Ip QUANTITY ♦ ^ 12. FERTILIZE ALL TREES AND SHRUBS WITH 'A6RIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. OTHERWISE DISTURBED AFTER FINISH GRADING. LANDSCAPE REQUIREMENTS JB PLANT IDENTIFICATION KEY CD 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM lb" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. UJ SPREAD, GOMPAGT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJAGENT SURFAGES OF PLANTER BED �+ AREAS, 1-1/2" BELOW ADJAGENT SURFACES OF TURF SOD AREAS, AND I" BELOW ADJAGENT SURFAGES OF TURF SEED AREAS. S. MERIDIAN ROAD BUFFER + + + + TURF SOD OVER / Q n 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY ++++++++ APPROVED TOP SOIL AS Q Ll SUITABILITY AND GONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL 8' Requirements: LENGTH TREES REO'D TREES PROVIDED + + + + SPECIFIED. Q /r AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC, I TREE PER 35 L.F. 207 L.F. 6 6 + + + + \� MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, 6RA55 OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ON51TE - AND SHRUBS, TURF, WIDTH M - / `C TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, GONTRAGTOR IS RESPONSIBLE TO EITHER: N OR GROUNDGOVER 35' BUFFER 1 1 1 ^ v �O UJ A) PROVIDE APPROVED IMPORTED TOPSOIL, OR SIN E. LIBERATOR LANE/CT. PARKWAY 3" DEPTH OF 2" MINUS ^ F o B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSGAPE ARGHITEGT. BARK MULCH OVER CD 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURGE5 IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, Requirements: LENIl TREES REOV TREES PROVIDED APPROVED TOPSOIL AS ^ REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 I 1 TREE PER 35 L.F. 750 L.F. 21 21 SPEGIFIED. Q INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. SIN AND SHRUBS, TURF, ' ^ 7 0 A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE OR 6ROUNDCOVER CD Q L o THAN 4 INCHES. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS OPEN SPACE REQUIREMENTS C A L L O U T LEGEND Q B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY, FERTILITY, TOXIGITY, AND GENERAL TEXTURE BY A REG06NIZED Re uirements: AREA TREES REO'D TREES PROVIDED GOMMERGIAL OR G 'S OVERNMENT A6ENGY AND COPIES OF THE TESTING A6ENGY FINDINGS AND RECOMMENDATIONS SHALL BE O o� FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE GONTRAGTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY I Y2 SQ. TUBE STEELZ I TRgEE PER 8,000 32,120 S.F. 5 6 O 40' VISION TRIANGLE \ LO UJ RAIL SQUARE FEET, AND (PLUS (6 MORE / E Q CONDITION. AGIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. SEED OR SOD. GONIFER5) Q BERM IN GORBINATION WITH 6' HIGH 51MTEK WALL, SEE T lb. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSGAPE OPERATIONS AND DISPOSE OF DETAIL 8/1-1.5. L^/ 0 PROPERLY OFF SITE. - 1/2" 50. TUBE STEEL PATHWAY REQUIREMENTS 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, 5TRUGTURE5, OR FAGILITIES. TREES PICKET Re uirements: O PROPOSED 6 O TALL VINYL FENCE, SEE DETAIL 3/L1.5. C_ SHALL NOT BE PLANTED WITHIN 5'-0" OF AN A.G.H.D. SIDEWALK. q LENGTH TREES REO D TREES PROVIDED 0 18. SEEPAGE BEDS AND OTHER STORM DRAINAGE FAGILITIES MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE AT 4" O.G., TYP. 0 1 TREE PER 100 3qO L.F. 4 4 O LINEAR FEET OF PROPOSED 6'-O" TALL VINYL FENCE (TO BE INSTALLED BY GON5TRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. SOLID I BUILDER. I�i. IN THE EVENT OF A DISGREPANGY, NOTIFY THE LANDSGAPE ARGHITEGT IMMEDIATELY. c° PATH. O PROPOSED 6-O" TALL TUBE STEEL FENCE, SEE DETAIL FENCING REQUIREMENTS 5 1&1.0. TOPSOILNOTES 2" SQ. TUBE STEEL PERIMETER FENCE 1,124 L.F. -0" VINYL FENCE O 2'-4' DIAMETER BOULDERS (TOTAL QUANTITY-15), SEE POST AT 6 O.G., TYP. PERIMETER FENCE BY BUILDER 1,026 L.F. 6-0" VINYL FENCE DETAIL 6/1-1.5. I. TOPSOIL REQUIREMENTS: A5TM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 D ~ INGH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 10 FENCE 127 L.F. 6-0" TUBE STEEL 7 SAVE AND PROTECT EXISTING IRRIGATION ACCESS ROAD. 50 2. TOPSOIL 5OURGE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, SEEPAGE BED. SEE CIVIL SHEETS. DO NOT PLANT TREES NOTE: STREET LENGTH DOES NOT INCLUDE VISION TRIANGLES. rn � NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF CONCRETE PAVING 8 WITHIN 10'0" OF SEEPAGE BED. ROOTS, STUMPS, ORGANIG MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL OR LANDSCAPE o TO PLANT GROWTH. TOPSOIL SHALL BE 5GREENED TO ACHIEVE THIS REQUIREMENT. FINISH GRADE, REFER 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY, FERTILITY AND 6ENERAL TEXTURE BY A REG06NIZED GOMMERGIAL OR TO PLAN y m GOVERNMENT A6ENGY AND COPIES OF THE TESTING A6ENGY'S FINDIN65 AND RECOMMENDATIONS SHALL BE FURNISHED TO THE SIN a a LU O x w I 1 ARGHITEGT'5 REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE SPEGIFIED PH AND ORGANIC 1 1 1 ywpoe0�� REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE \� w m a o C) PLAGED WHILE IN A FROZEN OR MUDDY CONDITION. z W�"z ~ PLANT SCHEDULE �_ Z�W 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE z Y «' ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. /� � a c c a 4°z 0 0 5. COMPACTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS �400 nW (� A. LAWN AREAS: q INGHES MINIMUM OR AS NEGE55ARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. z w O B. PLANTER BEDS: IS INGHES MINIMUM DECIDUOUS SHADE TREES 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH ORADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR a 10 AG All platanoides Crimson King Crimson King Maple 2 GAL. BBB 45H x 35W II REVISIONS Q `n SOD AND I" FOR SEED. 3 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. B4B 50'H x 50N II No. Date Description c 14 TT Tillo tomentoso Silver Linden 2" GAL. B4B 50'H x 35'W 11 0 7. TOPSOIL STOCKPILE LOCATIONS TO BE GOVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 0 3 OR Quercus rubs Northern Red Oak 2" GAL. BBB 50'H x 35'W III t 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED r� ---- ---- ---- IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE 5TOGKPILED OR TEMPORARILY PLAGED IN PROPOSED O ---- ---- ---- LANDSCAPE AREAS TO PREVENT LANDSGAPE AREAS FROM BEING GONTAMINATED WITH ROCK MATERIALS. GONTRAGTOR SHALL n a o SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK CONIFEROUS TREES OPERATIONS. PROJECT NO.: n q PP Picea pungens 'Hoopsii' Hoop's Blue Spruce 6-7' HT. B$B 30'H X 15'W B WEED ABATEMENT NOTES: 8" ORNAMENTAL TREES D A2 6Y: 0 I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO NOTE: 4 GG Gercis canadensis Eastern Redbud 2" GAL. BffB 25'H x 20' W I TC CHECKED BY: PLANTING OR HYDROSEEDING. 1) FINISH SHALL BE MANUFAGTURE'S POWDER GOATIN6. SUBMIT COLOR SAMPLE FROM FULL COLOR > 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UP,& (GONTAGT HERBIGIDE) OR APPROVED EQUAL. a) PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING. SHRUBS/PERENNIALS/ORNAMENTAL GRASSES JB c 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC 2) GONGRETE POST FOOTING SHALL BE 12" MINIMUM DIAMETER X 36" DEEP (4500 PSI).IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF 5-7CA Galamagrostis x acutiflora Overdam Overdam Feather Reed Grass #1 5'H X 3'W DATE: co 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATCH ADJAGENT � THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. SURFACES. 33 GB Gornus alba Ivory g'Bailhalo' I Halo Do wood #5 5'H X 5'W 8/09/2021 � S O 5. APPLY SECOND APPLICATION OF GROUND-UP TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE W 'S WITH MANUFACTURER 22 EA Euonymus alatus 'Gompactus' Dwarf Winged Burning Bush #5 6'H X 6'W n SPEGIFIGATIONS AND INSTRUCTIONS. DO NOT WATER FOR 4) GONTRAGTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY DESIGN PROFESSIONAL AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. 73 MA Mahonia aquifolium 'Gompacta' Compact Oregon Grape #2 3'H X 4'W PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED - COLOR AS DIRECTED BY 0 6. IF ANY EVIDENGE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLIGATION5, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A OWNER 32 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 5'W SHEET NUMBER V A THIRD APPLICATION. 60 SS Salvia x sylvestrls 'Mainacht' May Night Salvia #I 15H X 1.5'W i 7. AT THE TIME OF PLANTING AND HYDR05EEDING, ALL PLANTING AREAS SHALL BE WEED FREE. 361 5B 5piroea x bumalda 'Anthony Waterer' Anthony Waterer Spirea #2 4'H X 4'W L1.0 TUBESTEEL FENCE ICI VG Viburnum corlesii Korean Spice Viburnum #5 6'H X 6'W I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SKRVCY ON FILE A- CK CKGIN-C2ING 3" DEPTH OF MULCH AT co $„ PLANTER BEDS POENT (AEM NOR BUD o0oo°�2E of IDooOOoo ROOT FLARE/COLLAR (SWELLING AT oo o1Tz❑oo °o CROOK IN THE TRUNK WHEN PRESENT: BUD o 5 0 0 SOIL LINE WHERE STEM TISSUE oo � °o JUST ABOVE THE POINT (A MINOR SOIL LINE) TO BE TRANSITIONS INTO ROOT TISSUE) TO CROOK IN THE TRUNK ROOT FLARE/COLLAR (SWELLING AT BE AT SOIL LINE. SOIL LINE WHERE STEM TISSUE o APPROXIMATELY I X2" PREVAILING WIND JUST ABOVE THE o~ �o w , TRANSITIONS INTO ROOT TISSUE) TO wo - ^ p ABOVE THE SOIL ROOT PROBE { SOIL LINE) TO BE o LA- 6536 �o I, II II -I I I -III LINE Wt, �'(J DIRECTION BE AT SOIL LINE. °°0 8/09/2021 ~o� APPROVED TOPSOIL AND SOIL �� I`'''r APPROXIMATELY I YZ I III 111 11 I I I AMENDMENTS AS SPECIFIED _ �� '` ABOVE THE SOIL ROOT PROBE PREVAILING WIND FINISH GRADE, -1 ��� �y� DIRECTION o00°000p �aoo��O°oo GUT EDGE SOIL LINE �• •,' 1, v LINE °Oo 425Is m4�'o°°° o o00000 N c, REMOVE DEAD/DAMAGED BRANCHES u z PER PLANS ' = AND PRUNE TO INTERNATIONAL SOIL LINE Z PLANTER BED CUT EDGE ;1�°a �4 �� SOCIETY OF ARBORICULTURE cv ` REMOVE DEAD/DAMAGED BRANCHES a -<,'�y%y, „r STANDARDS; IMPROPERLY PRUNED AND PRUNE TO INTERNATIONAL 1 (TYPICAL AT TREES IN TURF AREAS NOI JO SOAL_ TREES (AS DETERMINED BY THE - SOCIETY OF ARBORICULTURE o a M \ " J� � <- LANDSGAPE ARCHITECT) SHALL BE STANDARDS; IMPROPERLY PRUNED , ° In a) ° HIGHEST ROOT SHALL rn✓ , K REMOVED AND REPLACED. DO NOT TREES (AS DETERMINED BY THE _ n C co � BE 2" MAXIMUM �' ` REMOVE MAIN LEADER!! LANDSGAPE ARGHITEGT) SHALL BE ,°° .� oo t9 g m A' A' BELOW SOIL LINE. �, � '�' _ w ;1.`n HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT .� _ _� Nn n z UTILIZE SOIL/ROOT i � i *. RUBBER GINGH TIE BE 2 MAXIMUM REMOVE MAIN LEADER!! ° a cn EE ° ° ° �o ,�� a w ��� is Z II .L 2 a E N t9 4./ (0 W PROBE AROUND '' "; i "�G n ID 9 ° °o ° ^ L a /L , ` ' BELOW SOIL LINE. LOU ° ° Y � p �' =t "��="`r 2"X 2" WOOD STAKE (LENGTH AS UTILIZE SOIL/ROOT RUBBER GINGH TIE ° `0 o L-° a a) ao N `o v o TRUNK (APPROX I 2 w N.- m O Z A = LENGTH AS SPEGIFIED z,�f� `a, 1ti'`1 - - ° N °- ° ° AWAY FROM TRUNK) ;,.i �, 3 REQUIRED)-DO NOT PENETRATE PROBE AROUND > o 3 N o a Z OR PER PLANT SCHEDULE ;. ,�5 „ t� w c�s 3 X r co ° o m TO LOCATE HIGHEST �w , '� ROOTBALL. SEE NOTE I. SET STAKES TRUNK (APPROX I 2 2 x 2 WOOD STAKE (LENGTH AS 3 6- a- co 9 P ROOTS. p PARALLEL TO PREVAILING WIND. AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE w B = 8536 OF 'A' TO LOCATE HIGHEST ROOTBALL. SEE NOTE I. SET STAKES - • • - �-. REMOVE TREE WRAP TRUNK ROOTS. PARALLEL TO PREVAILING WIND. PROTECTION, AFTER INSTALLATION Z Lu Lu L REMOVE BURLAP, �,,�` �`� � = Of O REMOVE TREE WRAP TRUNK PLAN VIEW TWINE, AND WIRElrr� ��'"�ai � ��'���� CONSTRUCT 2 EARTH BERM AT EDGE m Ri jz�' ps OF ROOTBALL, FILL TREE RING W/ PROTECTION, AFTER INSTALLATION x y +'- U BASKET FROM TOP >� �.�� � a� �,, w o< MULCH, AS SPEGIFIED. o GONSTRUGT 2 EARTH BERM AT EDGE ° FINISH GRADE PER PLANS ='��p ,;,r,s roc ///w, OF ROOTBALL, > wo z �</��� y ��� � z w OF ROOTBALL, FILL TREE RING W/ REMOVE ALL NAILS, - o�' o 3" THICK MULCH LAYER, KEEP MULCH � cn Z ED61N6, PER PLANS AND DETAILS � ' MULCH, AS SPEGIFIED. ° TIES, AND PLASTIC c" w o Q 3" AWAY FROM TRUNK. ;n m FROM ROOTBALL. IF [if J N 0 3" THICK MULCH LAYER, KEEP MULCH GROUNDGOVER PLANTING PER SYNTHETIC, BURLAP IS o FINISH GRADE 3 AWAY FROM TRUNK. F op PLANTING PLAN UTILIZED TO WRAP w \ \ \ \ . ,;;_ \ \ \ REMOVE BURLAP, WW / / / / // // GOMMERGIAL SLOW RELEASE FINISH GRADE THE ROOTBALL, IT Q B \\/\\/\\/ MULCH, PER PLANS, 3" DEPTH OVER SHALL BE w \\//\//\// / //j\// , t'. ;r\\/% / ////%\/%\/% FERTILIZER TABLETS BASKET FROM TOP w \ \ o K - ENTIRE BED. DO NOT GOVER GROWNS GOMPLETELY V) �- ��/jj��j /j��/�A \ I H R ff V N OF ROOTBALL, COMMERCIAL SLOW RELEASE o OF PLANTS REMOVED. ONLY =III VAA \ S DES OF OLE OUCH UNEVEN Q /A/A/A \/ A . . :. .:::::......�..�.;'. \ / / / //A//A FERTILIZER TABLETS / REMOVE ALL NAILS, w //V//V// /V//V // .A /V/ /V/V/ _ rl \ \ \ \ A \ \ \ z AAj/AAj/AAj/ AAj AAj/AAj/A BIODEGRADABLE II I BAGKFILL WITH APPROVED TOPSOIL TIES, AND PLASTIC _ \ \ _\/ // /A/�\ - SIDES OF HOLE ROUGH UNEVEN AA/AA /AA/AA/AA/AA AA SPLIT ALL ROOT BOUND ROOTS WITH 3 BURLAP SHALL BE FROM ROOTBALL. IF - w xxy %�%�%�%V %�%�% EQUAL SPACED VERTICAL GUTS. LEFT ON THE BOTTOM -III .I AND SOIL AMENDMENTS AS SYNTHETIC, BURLAP IS N /A/A/A/A/A \ /A/A/ III III SPEGIFIED. BAGKFILL IN 6 LIFTS, BAGKFILL WITH APPROVED TOPSOIL / / / / / / / / / �1 0 OF THE ROOTBALL. V�V�\ V�V�V�V�V�\ \ V�V�\ LL UTILIZED TO WRAP\ VA VA VA VA VA VA VA VA VA VA \ DEWITT PRO 5 WEED BARRIER FABRIC, WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP AND SOIL AMENDMENTS AS 0 �/ �/�/>> �/x/ / THE ROOTBALL, I T -� w \ V�V�V�V�V�V�V�V�V�V�V�V�V�V� V� LIGHTLY AS REQUIRED, BAGKFILL SPEGIFIED. BAGKFILL IN b" LIFTS w \ AA AA AA AA AA AA AA AA AA AA AA AA AA AA A AA A OR APPROVED EQUAL OF BALL OF BALL OF BALL OF BALL OF BALL SHALL BE 1 /� SOIL EVEN W/ TOP OF ROOTBALL, WATER EACH LAYER, TAMP z V/V/V/V/V /V MP T Y w \ �� A,��A�\,�A �A�\,A ii GO LE EL WIDTH WIDTH WIDTH WIDTH WIDTH Lu TILL SOIL TO A DEPTH OF 12 DO NOT OVER GOMPAGT.. LIGHTLY AS REQUIRED, BAGKFILL Copyright C 2021 5' MIN. DIA. TREE RING REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALLO Z SOIL EVEN W/ TOP OF ROOTBALL All rights reserved. Reproduction or use in an form o - - - - - - - - - - BAGKFILL WITH APPROVED TOPSOIL BIODEGRADABLE 5' MIN. DIA. AND SOIL AMENDMENTS, AS SPEGIFIED. SET ROOTBALL ON NATIVE, DO NOT OVER GOMPAGTII orrby any means withoutwritten permissionof 2 Fl, UNDISTURBED SOIL BURLAP SHALL BE TREE RING Irockon Land Design,Inc.is unlawful and subject to 0 - - NOTES: LEFT ON THE BOTTOM criminal prosecution w J 5UB6RADE OF THE ROOTBALL. SET ROOTBALL ON NATIVE, w SECTION I. THE STAKING OF TREES IS TO BE THE GONTRAGTORS OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO UNDISTURBED SOIL INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF NOTES: NOTES. WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS 10 I. ALL GROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A 2. IN THE EVENT OF A QUESTION OR LACK OF GLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT F TRIANGULAR PATTERN. LANDSCAPE ARGHITEGT BEFORE PROGEEDIN6. FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS GREATER. w 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURER'S 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. o RECOMMENDATIONS TO ALL 6ROUN000VER BEDS. PLANT MATERIAL. 2. IN THE EVENT OF A QUESTION OR LAGK OF GLARITY ON THE DRAWINGS, THE GONTRAGTOR IS TO NOTIFY 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE THE LANDSCAPE ARGHITEGT BEFORE PR06EEDIN6. PERENNIAL & G RO U N D C OV E R E16HT TYING METHOD. SEGURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 3. LANDSGAPE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION 2 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. OF PLANT MATERIAL. Lu Lu PLANTING 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARGHITEGT 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR o H Scole: = N IMMEDIATELY. FIGURE EIGHT TYING METHOD. SEGURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT z CONIFEROUS TREE PLANTING SLIPPAGE. w 5 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. o NOT TO SCALE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE Q A , o 96" ON CENTER ARGHITEGT IMMEDIATELY. O EXTRUDED POST GAP 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-O" IN WIDTH, PROVIDE TREE ROOT ' (STANDARD OPTION) 91" MAXIMUM SPAN BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF GURB AND v, w q'I N E06E OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL A6ENGY APPROVAL z a I-I/2" x 5-I/2" BOTTOM RAIL _ REQUIREMENTS, GONTRAGTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. WITH I.5"X 1.25" -iN O cy) z GALVANIZED METAL INSERT 10 HOLD TOP AND BOTTOM SHRUBS PER PLAN RAILS IN PLACE WITH �& „ _ DECIDUOUS TREE P PLANTING T I N z 00 G 7/8 U CHANNEL LOCK RING. 24 48 DIAMETER G REMOVE TOUNGE ON ONE 12 BOULDER, AS SPEGIFIED, 7 NOT TO SCALE O LOCATE PER PLANS O W SIDE OF PANEL TO SIT 4" 5" GONCRETE MOWSTRIP r n z FLUSH AGAINST POST GOMPAGTED SU136RADE < Q CONCRETE FOOTI N6 AS REQUIRED N IRRIGATION NOTES: a I I SCORE JOINT AT EACH e � BARK MULCH, AS I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC Q UNDERGROUND SPRINKLER SYSTEM WHIGH W POST SPEGIFIED INSURES COMPLETE GOVERA6E AND PROPERLY ZONED FOR REQUIRED WATER USES. EACH �_ HYDROZONE IS TO BE IRRI6ATED WITH SEPARATE INDIVIDUAL STATIONS. n FENCE POST, SET POST ,-`e_ . SHRUBS PER PLANS 1..� =` 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. M PRIOR TO INSTALLATION _ 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INGHES AT LAWN AREAS AND W 7/8" x 6" TOUNGE AND OF MOWSTRIP III :� , # " • s :` x y'� {fr 18" AT PLANTER BEDS. W F GROOVE PIGKET -III _`� PLAN VIEW II III III *' _' ` £ ' "' ` ' * 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. ANNUALS, z r 1 I-I/2" x 5-I/2" BOTTOM RAIL -III ,; v ` `" ,,. b� PERENNIALS GROUND COVERS OR SHRUB MASSINGS SHALL HAVE APOP-UP SPRAY SYSTEM. ' ^ ��/ ° WITH 1.5"X 1.25" N �iN 5" SQUARE VINYL FENCE III III tx '. r -��` ° r •'` ' 5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM v J r; 4 = CONTROLLER REQUIREMENTS ARE AS FOLLOWS: _ GALVANIZED METAL INSERT `� POST WITH GALVANIZED .., r III a. PREG15E INDIVIDUAL STATION TIMING ^ Q METAL INSERT (TYPICAL) III ` ' .k b. RUN TIME GAPABILITIES FOR EXTREMES IN PREGIPITATION RATES 4 J� CD Q a III- III a. AT LEAST ONE PROGRAM FOR EACH HYDROZONE s o -I . . SET FINISH GRADE AS -III- -" + *'x - -III- d. SUFFIGIENT MULTIPLE GYGLES TO AVOID WATER RUN-OFF ��� z 12" WIDE GONGRETE II-III - SPEGIFIED -III III III III �~�� II III III III '� MOWSTRIP \y y e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING STATIONS WILL BE r Q O DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. �,+b 4�`�- Q II-11I _I CONCRETE FOOTING AS III 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO +r-� '� ! W Q II SPEGIFIED =III-III-III-III-III-III- -III-III-III-III-III-III-III- RESPECTIVE HYDRO-ZONES. �'� W T TI -III , III III III III III III III III III III III III III � E NOTES: L I-I J =III- _III-III-III-III-III-III-III-III-III-III-III-III 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 1009b HEAD TO HEAD COVERAGE WITHtiLO o b" AGGREGATE BASEV " III III III III III III III III III_ TRIANGULAR SPACING. AW1,101 I. REFER TO LAYOUT PLAN FOR MOW STRIP -11I-1 - - � '� 6' TALL SOLID WALL LOCATIONS. - -� - 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES c ; �' o -III=III II GOMPAGTEO SUB-GRADE , � BY SIMTEK COLOR TO (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). &J � 5 - ,, 2. SCORE JOINTS ® 10 O.G. OR AT EACH POST. -III II11I- 1= rYJ BE PRIOR TO W y _iiii C!. PROVIDE MINIMUM (I) QUIGK COUPLER VALVE PER EACH (6) AUTOMATIC, VALVE ZONES. APPROVE �Ut„ O 3. INSTALLATION TO BE COMPLETED IN 1 1 NOTES: �ey " INSTALLATION 'BROWN Q.G.V. LOCATIONS WITH LANDSCAPE ARGHITEGT. `�' eo a ACCORDANCE WITH MANUFACTURER'S 32 32 I. NOTIFY LANDSCAPE ARGHITEGT WHEN PLAGING BOULDERS FOR APPROVAL. GRANITE' VERIFY SPEGIFIGATIONS. 5„ 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. COLOR WITH OWNER 4. MATCH VINYL FENCE TO EXISTING VINYL 3. GLEAN BOULDERS OF DIRT AND LOOSE DEBRIS. - FENCE ON BERM OF ADJACENT PROPERTIES 4. WHEN PLAGIN6 BOULDERS, BURY J TO � OF BOULDER BELOW FINISH GRADE. 0 5. DO NOT SCAR OR DAMAGE BOULDERS. VINYL FENCE PANEL o SCALE /2"= -°" BOULDER INSTALLATION �3 6 61 O J J 7a VI ' M, CD O N SLOPE NOT TO SCALE �' - J ��I ,�'�.'° I � I Q o Q PROPOSED = 1rr� �L ;t �N l' `D RESIDENTIAL y Z a I Z PROPERTY d� W a W y KEEP GROUND LINE SAME AS NURSERY LINE A � \,u C^jz' a a O x W LANDSGAPE BERM '%" „ � o y�ui �z� REMOVE ANY PLASTIC,, BURLAP NAILS, OR - SLOPE VARIES 1r11=71.. X \` y LIJ m°a o O O �' \ Iv W OO- a OTHER MATERIALS FROM THE ROOTBALL =I -MITI=11 ITI=ITI=III- w 2:1 MAXIMUM z LOU U.z°G~ PLANTER BED -11=11=11=11- I-I I-I I-I I-I 1=1 -11I- m �� " E o Y 0 WHIGH MAY LIMIT ROOT GROWTH d -IT1_1i1_IT1=1i1=ITI-1ioITl-11 --III-11==1i1= SLOPE Oz N o GUT EDGE _111-I 1-1 T 1-I T 11-II 11 11=1i1=1i1-1 1 _ - -- _ _ - I - emv o_a z - - -II - t9aCWW 10 CONCRETE SIDEWALK TO _ _ T=1T1=1i1=1I11-1T1 -111-1 - - -111^1= _III-1111i1 T LANDSGAPE BERM 0 c�a c m =-11�i11T111 III- III- PLANTER BED i- „111i-lil-11-I 1=11- ( , CONSTRUCT 2 EARTH BERM TO FORM A -111-1i1-1il„111 I=1 T 1=1 T 1 1 T=1i1=1 J a n o O W v N GUT EDGE -I -III-III-III-111- - g -' -1 1=ITI=ITI=ITI=�-- J Z O W WATER RETENTION BASIN, FILL BERM WITH MERIDIAN - 1=1T1=1T1=1TI-1i1=1i1 0 =1i1-1i1-1i1-1i1-1 - a_ O MULCH AS SPEGIFIED ROAD MATCH MERIDIAN ROAD -11=1T1=Ii1=1T1=1i1=1i =1i1=1i1-1i1=1i1= - 0 I=1 I I=1 i 1=1 i 1=1 i 1-1 i i_- I w -_i i 1=1 11-1 11-1 11=111- - LANDSGAPE STRIP CENTERLINE ELEVATION 1 =1i111 ITI=ITI;ITI-I oo -ITI-ITI=ITI=1i1-= = 1=III=1I1-111-i -i11=111-1I1-1I1-1I1- - I1-1 1-I I-1 1=1 1= - N MULCH PER PLANS 3" DEPTH OVER ENTIRE - -=i1-Ii1-1 I-1 1 T-1 i==- - - - - _ _ _ -1 i 1=1 i 11'I T I-ITI-III ITI-11 a i1=1i1=1i1=1i1 -1i111 ii 1-ill-111_1 I-1 l-1 l-1 l-1 l-lit REVISIONS ' -I l=III=Hill llI I I=III=III=1 = - BORROW O I TGH - - - - I-III-III-III-III-III-III-III-III=III=III=III=III 11=III = - - - - - - - - - - - - - - - - - - 11=III=III=1 - -�11=111=1 I 1=111=1 I 1=111=III=III=1 _ _ _ _ _ _ _ - - ------- - - - - - - - - - - - - - - ____________- - MERIDIAN ROAD -ii1- - - - - No. Date Description BED. DO NOT COVER CROWNS OF PLANTS 1i1-1i1-1i1-1i1-1i1-1i1-1i1-1i1-=__ - - - =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III I I 111=III=III=III=III=III=III=III=111=III=111=III=111=III=111=III=111=III=11 I=III III III - =III=III=III=III=11I. _III_III-III_IILIII_IILIII_IILIII_ - _ - _ =IL-III=IIL-III=IIL-III=IIL-III=IIL-III=IIL-III=IIL-III=IIL-III=IIL-III=III=III=III=III=III=III=III=III=III=III=III II=III 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III II-II o r;m:,..,,; :-: . = = = = = = = = = _ - - - - - - - - = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = CENTERLINE ELEVATION _ - - ,_.-.. r:x 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 III II III III III III III III III III III III III III III III III III III III III III ---- ---- ---- - �-:.-.....;:. --��-���=111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 = - - - - - - - -111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I LI I L-ill-i i i-i i i-i i�_��� �- - - - - - - -..- - .- - .- - .- - .- - .- - . III-III-I III III- - -111-111-111-111-111-111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111-111=11L - - U - - - PROVIDE DEWITT PRO 5 WEED BARRIER - =ill-III-I I L=111-I I L=111-I I L=111-I L=111-I I L=111-I I L=111-I L=111-I I L=111-I I L=111-I I L=111-I I L=111-I I L=111-I I L=111-I I L=111-I I L=111-I I L=111-I I L=111-I I L=111-III-111-I l 1-111=i i i=i i i=i�'_���-���-���-�.._�. Z - FABRIC OR APPROVED EQUAL IiITIlililli1111 i111111i1 ii i11111i1 i111111i1 ii illillii ii„III „Ii1=lii..li1=III=111=111=iii- - __ O 0 PROVIDE COMMERGIAL FERTILIZER TABLETS o Q io - _ AND BIOSTIMULANT, AS SPEGIFIED, FOR EACH PROJECT NO.: Q - -III-III-1 I- - I„11 1- SHRUB 21028 U � =III,, III III-III-11' 10'-6" 3' 27'-6" 1' 10'-0" 15'-0" B _l BAGKFILL WITH APPROVED TOPSOIL AND DRAWN BY: WIDTH OF SOIL AMENDMENTS, AS SPEGIFIED. BAGKFILL 6" ROOTBALL 6»lo IN 6" LIFTS, WATER EACH LAYER, DO NOT TCIr TAMP OR OVER GOMPAGT. CHECKED BY: rF__ Q_ NOTE: GONSTRUGT " MOUND OF TOPSOIL 42'-0" 25'-0" DAB 6 TE: cc I. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. 8�09�2021 0 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURERS RECOMMENDATIONS TO ALL p p O GROUNDCOVER BEDS.SHRUB PLANTING BERM ADJACENT TO MERIDIAN ROAD o /� SHEET NUMBER C-tA L.F NOT TO SCALE 8 sc-de: I/4" = I'-O" L1.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L0 Cb GENERAL PRESSURE IRRIGATION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE � CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS N HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BEING CONSTRUCTED. CY) BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. O' 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND W E O 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. 00 z FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. S o 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q w � 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. ROADWAY (CITY OF MERIDIAN) Uj 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY E. AMITY RD E. AMITY RD z 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. - PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. J 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE (D C) 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. THE PIPE ZONE. Q _ 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING SITE J = AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS J SET FORTH IN GENERAL CONSTRUCTION NOTE N0. 1. ROADWAY(ACHD) 7_711-( EFIIBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. W (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL o 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. C/i z BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES (208-387-6284). CONTACT ACHD A pro (D � L_ O WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. (D C)4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL E. LAKE HAZEL RD. v ° 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. Q O N Q 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE w MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY TACKED WITH EMULSION PRIOR TO PAVING. Q o ENGINEER. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. Z O O 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE LL ° WATER CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. � W W ° 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. N m > m 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. C WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY. THERE C N TY M A P W 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. NOT TO SCALE (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.0 AND THE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. W IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 13. ROADWAY CONSTRUCTION WILL MDRAWINGSIF(LADSTI DITAND ION)REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD OWNERS REP - SHEET INDEX - Q CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SCHULTZ DEVELOPMENT U SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT MATT SCHULTZ r7i COVER SHEET, GENERAL NOTES & VICINITY MAP ° 208-387-6284. 0 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE P.O. BOX 1115 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MERIDIAN, ID 83680 C2.0 FINAL PLAT BEDS, DRAINAGE SWALES). MARKINGS. 208-880-1695 schultzdevelopment®yahoo.com C2.1 FINAL PLAT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. STREET LIGHTING C3.0 STREET PLAN -& PROFILE - KEYPORT RD / MERIDIAN RD 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE CIDAHO VEYOR C3.1 STREET PLAN & PROFILE -LIBERATOR 0 SEWER MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. RVEY GROUPC3.2 STREET PLAN & PROFILE - LIBERATOR 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT ARTER P.L.S. C3.3 ROAD SECTION & SEEPAGE BED DETAILS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. HTTPS://CMZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. WATERTOWER Uf N, ID 83642 C4.0 MASTER UTILITY PLAN2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE 846-8570 C4.1 SEWER LINE A & WATER PLAN AND PROFILE IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER AND ASSOCIATED WIRING. C) >_ MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN C4.2 SEWER LINE B & WATER PLAN AND PROFILE ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). METERS. ENGINEER C4.3 SEWER LINE C & WATER PLAN AND PROFILE 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN CK-ENGINEERING C4.4 STREET LIGHT PLAN U 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS SHADOW JUNGENBERG W MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 1300 E. STATE ST, SUITE 102 C5.0 SITE GRADING PLAN LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION EAGLE, ID 83616 O 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY 208-639-1992SHADOW C6.0 PRESSURE IRRIGATION PLAN U RULES (IDAPA 58.01.16). CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. ©CK-ENGINEERS.COM C6.1 GRAVITY IRRIGATION PLAN AND PROFILE 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A C6.2 GRAVITY IRRIGATION PLAN AND PROFILE STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. - BENCH MARKS - 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING NAVD 88 DATUM TRENCHING OPERATIONS. CD BEFORE DIGGING, CALL z N o 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. DIGLINE AT 1-800-342-1585 cc N > i 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN TBM 1 ELEV 2716.98' W N 0O of � m of Z THE CENTER OR EDGE OF A TRAVEL LANE. SET %" IRON PIN W/ RED CAP ? o Q N 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION J C 4 a N 9668.26 E 5588.00 STANDARDS OR TIME IS A CRITICAL FACTOR. z <n c' w oCD Q 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W Lj C3 = o � � V � m m o w i ACHD STANDARD REQUIREMENTS Q w w = QJ � 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND o v o L_ o STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY Plans Are Accepted For Public �s�oN�s & Fti DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: $ �i T wbrk AND Street Construction Depubmit ouilnbCa truadanempromontal"eolllaadane By stamping and signing the improvement plans, the Registered [Nil Engineer ensures the District that the plans conform to all District 94 1 2 policies and standards. Variances or waivers must be specifically 07 16 21 16.,y } and previously approved by the District in writing. Acceptance of the STa PLO improvement plans by the District does not relieve the Registered SOKIN���P Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C1 . 0 Lo 00 Ln I N --........- - - - --- 1 O O 00 � z 3 PLAT SHOWING 0 SURVEYORS NARRAJIVE: Q w W. AMITY RD. PRE VA IL SUBDI VISION NO. (? THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN HERON. THE � S25 S30 PROPERTY CONSISTS OF TWO PARCELS AS DESCRIBED IN THAT WARRANTY DEEDS INST. NO, w S36 S31 A PORTION OF GOVERNMENT LOT 1 OF SECTION 31 2021-076295 AND 2021-083525, ADA COUNTY, RECORDS. THE SUBJECT PROPERTY IS ALSO Z SHOWN ON ROS NO. 10125. THE PROPERTY IS ADJACENT TO PREVAIL SUBDIVISION NO. 2. CP&F #103052681 T.3N., R A E., B.M., MERIDIAN, ADA COUNTY, IDAHO MONUMENTATION FOUND ARE IN SUBSTANTIAL AGREEMENT WITH THE MONUMENTATION SHOWN J 202 ON THE RECORD OF SURVEY AND WAS HELD AS CONTROLLING CORNERS FOR THIS PLAT. (D CD I Q J O LL I U � f Z � / (. I� CD UNPLA7'TED - - � � - � f f � U . - - ~ N89'39'29"E 1104.9fi'N89 w f _ ,_ � N Q LLJ 37 f, 'I d i!1�0NWni!r 73 1Il1i II!rMzN�•7 nr0+i°I{+�`�J 3�4 2 //•/�///�'/'r�f^2C eW'�r 7 r-N__ C 7- -a�III 02�II Noa _ I I I I23 Cr I 03' C13 •�.L6'NB9'3929E 110.90- 'CG 1l [3Y AWCam, O O n Q 25.00' w' BLOCK 9 o � 23.50N89'39'29"E 706.25' a w�12.0 - _ � m vI I• . BER . L . N89'39 29-E 847.44' - E _ 23.50 CQ)� I _S .7 S78'1 V170E 32-0.53' 460.91 6 . 0 o " 8 0 - '_ _ _ _ _ � _ _ _ - Ful 48.05 C9 N893929E 282,87 c1q N8939'29„E 355.80' 0fl 500 fiO.00' -5flA0 r60.00. - _50.DO 60A0__ , 25.$0 32.$7 50.00 _, _50.00-, _50.Ofl_, -SO.00_, r_5O. _� i p [V m m N BLOCK I IBLnC� 5.O 5C8 C18 C16 I _ Iz 12 z Z Z 1r3d 1 I I Z v 0 a I � a d a 0 d �Q � Zd REAL PONT OF BEGINNING zi to tj a � o LL-I a v Q a o w Q 2a d o d o O o i d 2 Q 2o O O 4 p a d33 A NW CORNER OF LOT 1, BLK 1 � 0 0 a 0 a a{OF PREVAIL SUB. NO. 1 3 ,` QW a 1 2500' IIL_5� 23.50' 23.50' 1 1 1 i i f ' I L___-- _ _-� SE COR0SW CDR 16 15�/ f I I I I I - L1 --- Lr-- - + Lw J L_ - L- -J -J L-_ J L_ J Lam- -J L J L �. -J L_ -J L- L� JGOUT LOT 1 N89'39'29'E 118.45'-- 77.59� 50.00'� 50.QO' .00' 50.00' 50.00' 70.00'F 7flA0' _ 60.00' SO.00' SO.OD' S0.O0' 60.Q0'-- SO.00' 101.80' GO1�T LOT 1•. ..._ _w. _w r _ PLS 7729 �130.fl1'" __ w w BLOCK 1 S89"39"29"W 1105.99' BLOCK E Uo ]8 19 9 21 22 23 24 25 nl 15 15 14 13 12 11 1fl I m� m 11 z I PREVAIL S U827IVI5I171V NO. 2 N 0 Wz�IA dOTES LEGEND m N 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, SECTION 22-4503, WHICH D 31� W STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, CURVE TABLE ! SET 1/2 IRON PIN PLS 7729 Q PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION CURVE RADIUS DELTA LENGTH CHORD BRG. CHORD DIST. 0 SET 5/8" IRON PIN PLS 7729 N # vi WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION 55.pC3 3Q0'29'27" 288.45 S17 04'29"W 54.59 FOUND 1/2" IRON PIN PLS 7729 Q • o SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY D m N AGRICULTURAL OPERATION OR APPURTENANCE TO IT.' UNLESS OTHERWISE NOTED C2 55.00 7739 45 74.55 N51'30 39 W 68.97 FOUND 5/8" IRON PIN PLS 7729 D 2. IRRIGATION HAS BEEN PROVIDED TO THIS SUBDIVISION IN ACCORDANCE WITH IDAHO CODE 31-3805{1.13}. THIS C3 55.00 51'2436" 49.35 S63'57'11"W 47.71 0 UNLESS OTHERWISE NOTED SUBDIVISION 1S SITUATED WITHIN THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. IRRIGATION WATER WILL BE & CALCULATED POINT I DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION C4 55.00 43*32'17" 41.79 S16"28'44"W 40.80 I 0., ASSESSMENTS TO SAID DISTRICT. 0 LOT NO. q 32 '47" 31.4$ 52141'i8"E 31.05 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME C5 55.0047 -- -- SUBDIVISION BOUNDARY LINE OF THE RE-SUBDIVISION. C6 55.00 34'21'38" 32.98 S55-16'00"E 32.49 I 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION C7 55.00 56'47'24" 54.51 N79'09'29"E 52.31 LOT LINE REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THUS PLAT. C8 55.00 3'56'02" 3.78 N48'47'46"E 3.78 --- SECTION LINE CPdcF #103052680 5. LOT 36 & LOT 37, BLOCK 1; LOT 1, BLOCK 9; ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED C9 21.00 42'49'44" 15.70 S68'14'37"W 15.33 RIGHT-OF-WAY LINE 1/4 _-_ -_• BY THE PREVAIL SUBDIVISION NO. 3 HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. ALL COMMON LOTS ARE Safi S31 SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT CIO 50A0 12'09'14" 10.61 S84'15'S4"E 10.59 _ _ - - CENTERLINE 6. DIRECT ACCESS TO S. MERIDIAN RD. IS PROHIBITED. C11 26.00 3410'30" 15.51 S73'15'17"E 15.28 . ....................... . TIE LINE C12 20.00 59'06'50' 20.63 N60 86'04'E 19.73 7. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURE IRRIGATION 24400' EASEMENT DIMENSION EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT--OF-WAY. LOTS 1, C13 55.00 116'39'01" 111.98 S88'5V09"W 93.61 BLOCK 9 CONTAINS A PRESSURE AND GRAVITY IRRIGATION LINE EASEMENT AS SHOWN. A TEN (10) FOOT WIDE -------------------- EASEMENT LINE, SEE NOTE XX PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG ALL REAR LOT LINES. A FIVE (5) FOOT C14 13.00 57'32'11" 13.05 S61'34'26"E 12.51 WIDE PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR LOT LINES - - - - - - - - - SIDEWALK EASEMENT LINE SEE NOTE XX SG AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT. C75 13.00 57'32'11" 13A5 5fi0'53'23"W 12.51 N � " � " - - - -- STORM DRAIN EASEMENT LINE, SEE NOTE XX � o '� `:'`• rn C16 55.00 111'41 46 107.22 N87'5811 E 91.03 -4 8. A PORTION OF LOT 1, BLOCK 9; IS SERVIENT 110 AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. Z r� o THIS LOT IS ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT 11' 1 7 7 G 9 0 C17 55.00 100'23'40" 96.37 N82'19'08"E 84.51 PRESSURE AND GRAVITY IRRIGATION EASEMENT, rn RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY AND ❑ " SEE NOTE XX cn I � INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE MASTER EASEMENT'). THE MASTER C18 55.00 11118'06" 10.85 S41'49'59"E 10.83 .M a' 6) 9TF �Ip� EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION W N .0 U J L G. ai 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM C19 21,00 54'09'35" 19.85 N63'15'44"W 19.12 ? wcn o0 CRY �, C P� WATER DRAINAGE SYSTEM, Q CD w W CCN Co D 9. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE LINE TABLE Z c' n Z , ,, � Q HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. LLI ' ' c" u °' LINE BEARING LENGTH _ m 10 60 180 L1 S58'O6'40"E 24.23 V m o SEE SHEET 2 FOR LINE AND CURVE DATA TABLES z 0 30 120 L2 SO'37'56"W 15.00 ., L3 545'20'31'E 28.28 SEE SHEET 2 FOR DETAILS � = Q i; SCALE: 1 = 60 o u o 0 L4 S44'39'29"W 28.28 BOOK PAGE L5 N89-39-29-E 8.34 IDAHO L6 N8939'29"E 8 91 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 21-025 (208)846-8570 P:/Prevail Subdivison No 3 (Prevail North 5ac) 21-025 dw /Plat Prevail Sub No 3-21-025_PLAT.dw 8 4/2021 11:45:22 AM SHEET 1 of 3 GROUP, LLC SHEET C2 . 0 LO 00 .10- M KEYNOTES N OSAWCUT EXISTING ASPHALT A MINIMUM OF 2FT. REPAIR PER ISPWC & ACHD SD-301, SD-303 AND SD-806. ( ) �7 O REMOVE EXISTING ROAD BARRICADES, AND REUSE 2 IF POSSIBLE/NEEDED. 00 O INSTALL PEDESTRIAN SIDEWALK RAMP. RAMP TO NOT EXCEED 5.00% SLOPE. O 0 30' 60' ENSURE 5 FT LEVEL LANDING EVERY 20' MAX. (n 0 3 60' Q W I O4 INSTALL 17" WIDE BARROW DITCH ® 4:1 SLOPE SEE DETAIL THIS SHEET. w SCALE 1" = 30' SCALE 1" = 30' z OINSTALL 22' SAND WINDOW FOR BARROW DITCH. SEE FRONTAGE DETAIL J THIS SHEET. O INSTALL ROCK CHECK DAM PER DETAIL THIS SHEET. 0 O Q J O 0 O7 SAWCUT EXISTING ASPHALT & DEMOLISH EXISTING ASPHALT ENTRANCE. J REPAIR PER ISPWC STANDARD SD-301, SD-303 AND SD-806 IF NEEDED. Q OINSTALL 10' SIDEWALK (TYP) PER ISPWC AND W ACHD SUPPLEMENTAL SD-709. CENTERLINE INTERSECTION OF I MERIDIAN RD. & AMITY = SEE SHEET C3. z MERIDIAN RD. I STA: 0+00.00 I i i it i i i i i I I l I l' 4YY I I 1 9 INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. - O - I - - - - - - - - - I- - - - I ! i i I I I i i i i /I o I I i �/I►; ;4''I �I I O INSTALL REUSED BARRICADE FROM KEYNOTE 2 IF POSSIBLE. r 11 % I i ► CD � �I I 1 I II Ij IIII 111 �rnJ U 13+50 13+00 12+00 11+00 I i 1 it II i1 / l I I M t 1 I IIII �11 ►�I v O O I I I \ / / 1 / r` `n I I 1 11 I IIII III - I4 IJ I I \ i + C. 1 � 1 / /�ilf I j C_I Q �I { I 1 \ / / 10 / 11 I I I I I I / 7 I I I h 1 \\ / d U / o l I� / l I II IIII I{li LU STANDARD STREET NOTES: I Ica I `� I'n l l ► I I 1 O i � i � �� I li it rill ►'► I � (38.52EP) (39.15EP 39.93E (40.48EP) (41.12EP) - 41.46EP) I ► l0 1 \\ / T M I / I I I l I 1 1 1/1 1 I 1 I - I - -I / _ - T - - - lo+ HC 1 \\ cv I / j / I I 11 I I 1 I I 11 I 1 I O Q `\ EP 38.67TOP \`�`5 95TQP�_ - - - - - _39.83TOP` \ 40L 2TOP 4 ��D4T4P 41.38TOP 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD ` G EG E EG EG I I I I 1 1 1 1 \ I I I / / I I 11 IIII ?) ` / I I I ,111 � I I ► SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. W 38. Q 37.40BOT 38.24BOT 38. BOT 38.68BOT 39.23BOT 39 63�f1T_ I \� I 1 ► 1 1 \ / I / I / / / I I I I I IIII I_J-I -`-- - - � 1 -� - `( - - - _ __-- �' I I I 1 2 1 1 1 ► I I l / / I I I I I II�1� - -�- - - - - - - - - \ I r / / I I �I I I I I 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 00 \/ 3Q.94BOT �' �\ �^ ! I Z - I -I� Q (V 1 I I I / / / / I 'I I I II I j 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES O PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID \ I d �, `` I771 1 / 1- �_ - \ N , I _ ��,� I 1 I I I 0+97 r I 1 19 I I 1 ► INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS 38.69TOP �39.21TQP 439_92TOP 40.97TOP 41.38TOP ,- \` __ Z I 1 I I I 1 I I I / I I I NOT ALLOWED AND SHALL BE COLORED 'TRAFFIC YELLOW' I I ` '-- --- ---------� ! �\°` �' I _ � O 1 1 \ 1 _ I 30.07 CL I I / III I I 1 I► ) W O 5 --___- __-- �3 I I _ =0 0 0 S KEYPORT AVE. o I o '1+00 / 01+ .50 III II I I�I I N o J I I / / I 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR 3 2 6 --_ 0 1 �tij EP (� 1 1 \ - ^ I + I / 1 I - I 3 I I I 39.34SW \ 40.O6SW -_40.42TOP 41.10SW 41.50SW I ► I V - C' I I \ 0 75 I / / II I . I,I�II ------`\ `� \ - o \ ► ;L I +O I 1 I tl+33r50 / / I I I I;'II FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED -�-�_ -_ - --�� - - - - - - - - - _- - - --_ - 1 I _ Z I 2 II 4.691 CL I I 2 .18 C I 0.741CL / / I ' I 1 \ - \ ---__ 40.40SW ---_-__-- 9 I 1 1 I \ I I I i 1 III I WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY 39.29$W ` 39.51 SW 40.24SW --#( 58�V1L_ 41.28SW 41.68SW I I 1 / _Ii� I ~ m 1 I \ I I I I / / III , I I I I \ I A I, // I (n I 1 I ' I I NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC \ ?) �. �, \ \ \ 1 I 1 /1 I I / / I 1 \ \ 1 I �I I I / ► I I I I III I 1 1 SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. \ �S Zl nZL t �� \ \ 11 I III h l l �u�l 11 / I I X N ` ------ _ 8 -- -------r1----- \ I I I Al 1 11 I W I I I I I I --____- --- -- \ I I 1 Ii ,`L 1 -� 1 I - I i I I 1 I i IIj 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION 42`39FG �.�9FG s= -- - - 43.11FG- - -- - - -�383f - -- - - --44.16FG- - - - -- 44.40FG \� III 11 2 I 1 I 1 I , 11 I I II I I 2) \ J \ - - - -- - - - -- - - - __-- - - - - I I I FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. e \ \ -------- 41.35SNV // ' I II 1 1 I I I I / I I I I I I I I I I I m l I I 1 I 1 I _-LI I -- 1 1 I c� ► I 1 o I c� - 1 I II rj I j / j I j I III 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. O \ I I -- -- --- 40.00FG 41.11 FG� I - I N Co 1 39.00FG `\ _ --- VVV \ I 6. - �---------�� \I I I / 1 1 01 I C I I ca IIII Ij1I IIIII I I I I I I I � I � 1 1 I I I �i I I I / I I 1 I ► I I o 1- I I DI I 1 III 1 I � ALL CURB ON LIBERATOR IS ROLLED CURB PER ISPWC & ACHD DRAWING SD 702 I I\ I I I I I I I I I I I I 1 I I N I I I I I 1 1 1 III 1 I I I I 1 - - I 1 I I n l o h I I I II I I ALL CURB ON KEYPORT IS VERTICAL CURB PER ISPWC & ACHD DRAWING SD-701. I - -- I 1 I 1 I ' r to I I I 1 I I 1 �1 I I I I I N I + 1 lb 1 O 1 1 I o I o I -' I I ► �'1 11 I I I 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS TRANSITION FROM V JRTICA� TO � o I 1 I 1 I I I 1 / I I 11 1 1 I III ► OTHERWISE CALLED OUT. ?j co N N I I I 1 I I I III /I 1 I I I I ROL�ED CIURB T,HROU H RETURN I r 1 I I I I I I III I I i I I I I I I1 M w , I I I I I / er I r` I M un (0 ,i r- N N M d h cn o I I IIIIII III I II I / --- N 1 t� ; 1 I I I I I Q / �v N I r�� ,� I I I I I I �1 \aY \ \\\ I\\`� ♦ / / .� /// \ ``. N\ �C� I I I, l 11 1 II 11 I c^�l I N N �j N N N N N N N �M l SEE SHEET C3.2 - W L� 1 7' O � � O Q_ 25'-0" w 80'-0" 15'-0" z KEYPORT PROFILE � '� -0+25 0+00 1 +00 1+34 4:1 SLOPES 2740 2740 Q w � � Z Ln o I SIM TEK FENCE ^ II 15' I 0 DROUGHT TOLERANT PLANT SPECIES I 10 FT WIDE CONCRETE FPq� Sj AND/OR ASTM C-33 WINDOWS IN INVERT. PATHWAY 0, q. CHECK DAM DETAIL BACK SLOPE OF BARROW DITCH MAY HAVE GRASS. 5 0. � / Sq /x� f39 -0" 9� Slop FINISHED GRADE OF 2735 // �x�`�so\\ 2735 - NTS - �P� F RESIDENTIAL LOT / •19 EXISTING EP ±20.50' MERIDIAN RD 3.00' MIN 7.00' t3.00 7.00' 10'-0" .00' / o� I� o r7 0 �^ I / CD O +r- V N p / � +N ACV O z Y I' O p m W pCVj U U ^ m cc rn _ III-1�._ ^�, (D CONCRETE SIDEWALK (TYP) PER ISPWC AND EXISTING GROUND o c^.1 N MI z 6" OF 3/4" GRAVEL ACHD SUPPLEMENTAL SD-709. SIDEWALK / m 2.00°1 W 10 _j SHOULDER ELEVATION MUST MATCH CENTERLINE " 1.T5% Z N o I o ELEVATION OF THE ROAD,OR BE f0.5 FEET 2730 / 0 2730 Q w o N w Of U) r` o � GRAVEL SHOULDER FROM CENTERLINE ELEVATION. �' c~n � w TO CONTINUE TO BOTTOM i Z z Uj PER ACHD DETAIL SD-05. STORM DRAIN NOTE: / BARROW DITCH STORAGE CAPACITY / i a a �' SEE PLAN VIEW FOR IS 17.50 CF PER LENGTH FOOT. PER THE SOILS REPORT BY SITE CONSULTING O / U r2 r m a SAND WINDOW LENGTHS. DATED FEBRUARY 28TH, 2021. GROUNDWATER IS m o M EXPECTED TO BE 120-130 FEET DEEP AS NO o C4 . W o SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. +r` `°' FINISHED GROUND z WATER WAS FOUND IN THE TEST PITS. IF O N U w IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, m Q w J CLEAN PITRUN CAN BE USED AS BACKFILL. GROUNDWATER IS PRESENT, CONTRACTOR IS TO CD m = Q CONTACT ENGINEER OF RECORD AS SOON AS o U o � o POSSIBLE Plans Are Accepted For Public DESIGN INFILTRATION RATE= 2" PER HOUR. 2725 z 2725 Street Construction s ONAL c EXISTING MERIDIAN ROAD W/BERM PER GEOTECHNICAL REPORT, CONTRACTOR TO PREVP\�%�% 0 \STE F/v EXCAVATE BOTTOM OF SAND TO NATIVE, a . By stamping and signing the improvement plans, the Registered `< NOT TO SCALE NON-CEMENTED SILTY SAND OR BASALT ROCK. Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically 941 2 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered s 7/16/21 0 Engineer of these responsibilities. 0 TATE OF \oP� P S. KIN��� 2720 2720 BY DATE -0+25 0+00 1 +00 1 +34 ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 0 LO 00 Ln N � N W E co O O -- - __ GIR - - -- -_---- ' --- �.� GIR EG EGLij Lij _ -- - \ l I -------- ----- ----- - ---- \ 73+022.7�-_ GIR ----- GIR SCALE 1 = 30, JURD�9:,l�' I ZD UL-DE-SAC STA: __________ - _ _-___,___ ______ 2j ----- (�r / / -------------------- oo - - = = ROAD CL STA: 0+69.49 9 _ DLVVIi �= p p - __ 0 un U c� ��\ c� _ c� n c� - n `n U J J ___ _ J__ J '-_ -_' --_ - - -- - - - - - I, LO - $ _ � ----__-- LO _ u_, KEYNOTES J 0 �� N r7 N -__-_ -_ '-_ pr) N - r7 N N O - O p �' p O `` W_ -_ O -___ -__� N r (O _ - H ~ F- o c0 N - _-__-___ Q `� - ,�j r7 ao r� _ r7 _ _ r7 N r� __ _ o� co co � n + 2 + p_ _ < cD 0 \�- o ± -''--_ ± - -'�\ �` c+\i _ c+\i M N o � o a; o --__ 10 - M _ _ ---__ TRANSITION FROM ROLLED TO VERTICAL CURB THROUGH CURB RETURN. --- -- -__ - + + + + -___ + --- - ------- ----_-____ O VERTICAL CURB TO BE INSTALLED ON KEYPORT, ROLLED CURB TO BE -- --------- '- -___ ______ - - �_ \ -- -------- ---- ----_-_-_- 1 INSTALLED ON LIBERATOR. LJ� I ------ ------ 1� __ 2+72.73 2.00'L \ \ . '-- =' -_�- ' N R48.00' 36.08 TRC _ - ------ \' _ _ _ - 6 ------ - --- ==---- - --------- \ m O INSTALL PEDESTRIAN SIDEWALK RAMP. RAMP TO NOT EXCEED 5.00% SLOPE. Z Tl�+00 2+79.69 2.00'L -- `\\` - '--_ -_`-` ---p�- _ - -- ----- 2 _ __--___-- __------------_- --- N ENSURE 5 FT LEVEL LANDING EVERY 20 MAX. O W I 1 I I I i i i / 15 TRC ---- - --- 0 36.00 TRC ---------------------------------- _ --- 7 --- __----- -_ ----- U / E. LIBERATOR CT. w \ 1+42.37 2.00'L 37.06 CL ''- 1+00 _, 2+�00 w � '� -- - --- 3+00� g - 5 _ --- `•4+00 _ ---_ � ---------�_- m CATCH BASIN #1 - TRC = 2730.51, 12" INV. OUT = 2727.60. 'r- PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV (n I I I I ► - - - I o - ` I ---`- _ - �I ---- -- --f.-L�BELN. O O = 0 3+12.01 3+42.69 �3+79.19 4+15.69 4+46.01 __-- -- __ _,\ - (Q25=0.70CFS, Q100=0.97CFS) �N '-- --------- _ 4 -----_ ----- ----------------- 0 w31.08 CL 30.59 CL 30.59 CL 30.47 CL _ -- I I _ --_ --_- '- O4 INSTALL f23LF OF 12" C-900 ® 0.43%it 1 Q - ----- _ - 3 `-_ ------ _ _ CD 1 '- -� _________ `�___- -'--___-`-- _ ---------- _ _ - -10 ''--2736 ----- ------------- O CATCH BASIN #2 - TrC = 2730.63, 12" INV. OUT = 2727.50. J ----_-__ _ -- ____ o 0 5 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV LL \/ I III I I I I I 51� '1� '__-_ c� c� - c5 -'2738. Inn (Q25=0.42CFS, Q100=0.59CFS) W W I III I I I I I I \�J�1 (n (o co __ `2 ~ ----- '---------- LLJ MM I I I I I I I I I I �x N / N N N , - a, ''27 W0+39.09 2.00'L N (o ao �' co "' ao �' / o rn N co 34_-_� / r i N o N - _ o ,ri c.3 O INSTALL t8LF OF 12" C-900 C� 1.25% CD 1 I I I I I 35.71 TRC r7 Q' rn `�' �, n / rn n M r7 o, �' " ---- I I III I I I I 1 I U p + + + + / + N`\ N -�2733- �+-------- o 0 0 I o ' �\ `---- cfl co --- I I I I 34 I 1 I - ------------- I ro III I I i I �; ; �`----_-____ _-` -- - �, ___ �_ �, -----_ O INSTALL 1-1000 GAL SAND AND GREASE TRAP #1. SEE DETAIL SHEET C3.3. W 1 N �_� -o 1 2732- 7 RIM ±2733.00'. 12" INV. IN 2727.40', 18" INV. OUT 2727.20' Z j I I I I j I I j I CUL-DE-SAC STA: 0+00.00 ` --_-� o -- - - --- Ii ROAD CL STA: 0+69.49 --_ + < + ___ INSTALL t1OLF OF SOLID WALL 18" SDR-35 0 0.00% SLOPE. O 5LF TO EXTEND INTO SEEPAGE BED. 1 \ \ \ \ I \\\\ \\\ \\ \ II I ���� \\ SEE SEEPAGE BED DETAIL ON SHEET C3.3. . Lh3 I II \ \�\ ,I - BLOCK 1 -----' \\ - --- \ \ I ` \ O INSTALL SEEPAGE TRENCH #1 12'W x 1VD x 39'L Q / III \ \ \ I I SEE DETAIL ON SHEET C3.3 \\ 30 29 28 27 26 17 18 \\ i i j 33 i 32 31 10 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 SEE SHEET C3.0 STANDARD STREET NOTES: 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD LIBERATOR PROFILE SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. W 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 0+00 1 +00 2+00 3+00 4+00 5+00 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES � 2750 2750 PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS O NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' c 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR Q FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC LJ-I SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. M 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION Z FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Q 2745 2745 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. 6. ALL CURB ON LIBERATOR IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 ALL CURB ON KEYPORT IS VERTICAL CURB PER ISPWC & ACHD DRAWING SD-701. 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE CALLED OUT. 274000 2740 ply - - - + - O N - fn M p & O CD - - - `XStX�`o' LAJ cn �I a J FINISHED GROUND / / / / / o��`'��S�P J o 0- 2735 Q 2735 z N CD Z N Y o f O CD to O IU Nr� MM �� MM �r � o � (0 LOp M m MN NO r-n L6g5+ PO (66 Q - - - - - O r'')N N N z Y p - - - - - - - - - O] = Q W ~ J �_ EXISTING GROUND 0.40% -0.4 % -0.40% 2730 2730 ,\oINS A L F,vc Plans Are Accepted For Public Street Construction 9412 By stamping and signing the improvement plans, the Registered 7/16/21 STORMM goo Engineer ensures the District that the plans conform to all District 0 s",r P�° STORM DRAIN e of�° P policies and standards. Variances or waivers must be specifically ti��S. KIN��� and previously approved by the District in writing. Acceptance of the 2725 2725 improvement plans by the District does not relieve the Registered 0+00 1 +00 2+00 3+00 4+00 5+00 Engineer of these responsibilities. SHEET BY DATE C3 . 1 ADA COUNTY HIGHWAY DISTRICT LO 00 Ln N I I N -`---------- \\\ M \\-- ---_-_-_--_-_-_-----�� \� � E 1 _ __ '_ \ I I _/___ / ��' // / Q 1 _ _ _ \\ __-- _--------/'-�-_ --1 \--_____ ------ --__- `-' ' // i,/ C\ \\\\��\\� \I I \ // 1\_ \ \' -_-------_-_-__-- \\\\l l 1 ---------------- / / / \ \ \ 00 EG EG EG \ G G / \ 1 \ J I-_/ "' -_ -'\ -I q 7SQ,�S�Q�2�__E �'� E - _ EG _ --�- - EG %'_ _ y — ---U--- --- GIR------ --- ------------------ / � ~ ---- -- i / // \1 � \ /II in a? 1 / / / // / / 1 1 1 \ I I I W _ GIR-- GIR _ _-71,- GIR s! IR- ------ sin - / / / / ——————————————— ——————1 — ——— ------- / r + N� �' 1 0 30' 60' 00 U J / ______J J / J // / J '/'/ / /'- / / /////// '/ -- c\i ~ / in/ / / / / SCALE 1" 30' \ O ___________________ O O O �f O //// O // // //// // / / / O U / _ U \\ U U � U � U U U U ,///\/ U // / / J J c0 \__ cD cD ----------------- O O _ // / // + N// _��',/ QOO' M O CO /— 9 (2 / / , / Ur U -- U—_ U O M --____ M L M � M M 00 O) O ---_ O O M _-- 0 Cal — O OR r C. c0 N t0 1 / /// / I O oM N _________ ___________`_________ _ _ _• allo N N a' N ' oM N N N i/'/ / /// 1 1 I / / + + ------ - --- _ 00 -- _ --- --- __== ___---_---_-- - -_- ___________ _____= ___- _-------- _----_- -\ -_ - '__ /' ;1 , I I KEYNOTES J O 1'��10 O INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. 111111 _ o ------____--___---- --_ ---_-_-_-_-_-_ _ /'%' %�'��\\\ p /'/// // /'/I .''�',j 19+10 12 01 INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES W ----------__— __ --- '- -- __ _ _ --__----_ ___-_ _ _ - I / 2 "ROADWAY TO BE EXTENDED IN THE FUTURE" Z of _5 _ ---__ ---- - * ----_�--------- �I- J / / / 9+06.091 / /' --- - JT—_ `'N _ _ _ -- _ _ _ 0CL _—_——_____—- - - •E.-L-IBELN. - o__ o -�__ -------- -__ '� _____ 7+52.69 � '/'/ /// /' / /' 8+42.30 � .- I /----------- ----------- - ---- -- / / 7+78.49 / /3+79.19 4+ 4+46.01 _----______ ------------(/� __ ---____-- _____ - 2925 CL/ ' 4 29.35 CL �3' / 30 L , �� 30.77 CL I - / ,30.74 CL ------- 30. 30.47 CL ---- __ , ,� / \\ �// _ ___�/ Qp / // CATCH BASIN #3 - TRC = 2729.17, 12" INV. OUT = 2726.25. U ------ --------- ------------- --- NTAL DRAWING SD 604A TYPE IV --- -- ----- ----- _ _W ------ _ -'- ---------------- ------- - ------ ( ) - LLI • \ 3 / ,r--t - -_ /'' / / / // ' Q25=0.67CFS, Q100=0.93CFS \` - - __-___ ---______ ---------------------------- --------- _ � � O INSTALL f29LF OF 12 C 900 ® 0 34%--------- 2736•---__ ---------------- - o -- _ __ ---------- ----------- ----- �li Uj - ------ o ----------- o U LO -------- --- U `n --- c> U'? / / / CD ,r, -2735. �, � U �? 6 t / \ / // cb /' / O CATCH BASIN #4 - TRC = 2729.17, 12" INV. OUT = 2726.15. __-- I- - \ ~ - // ' �' ' PER ISPWC AN ACHD S � cn � co � co - .. -__ _ SUPPLEMENTAL DRAWING SD 604A TYPE IV ____ --__ rn _--_— M M _________________ M—___—_ M --_—___�� v O� N CD / / / /' U I� cD c�D ' ,n 2734-` N o Oo ( 25=0.70C Q100=0.98C ) LL ,� o �, Q FS FS O CD N N /' /� / / // N /' O O �j /' / _ O `` OM In _--_—_----- M M N Op N N O N N / / N / / / / O / / 00 L_j —Id ---- co % rn /' / ' /' �'' rn U , U ", - ___ ____ / //O�j // // ,/ PO /� // // O INSTALL f2LF OF 12 C 900 ® 7.50% M n ___ r7 __ __ (� / O o -o oN 273 ------- -_________ __ - GAL SAND AND GREASE TRAP # . SEE DETAIL SHEET C3.3. rn rn 2---- / - ----------------- - /, -i/ / ___ °+° /' ,// c� � �/' /'/ i � � � , INSTALL 1 1000 2 o � D oM � '------_-2731•----- ------------------ ----_- ���'-- / '/ /'/ / � � /' // //' RIM t2731.00' � ` + m + --------------- M--- ---- M -- ------------2730 ---- ------- - -- ----------------- --- -------------- _---' / / /\ ' / rn 12" INV. IN 2726.00', 18" INV. OUT 2725.00' -- _ _- / � a,+ INSTALL f10LF OF SOLID WALL 18" SDR-35 ® 0.00% SLOPE. BLOCK 6 ' '/ '/ i L'� / , O8 5LF TO EXTEND INTO SEEPAGE BED. ' _ /' /' ' / / // / SEE SEEPAGE BED DETAIL ON SHEET C3.3. '� ----- 2729- - _ INSTALL SEEPAGE TRENCH #2 12'W x 1 VD x 47'L W SEE DETAIL ON SHEET C3.3 Z � SEE SHEET C3.0 U 1 0 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 CD 1 STANDARD STREET NOTES: 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD LIBERATOR PROFILE SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. W 4+2 5 5+0 0 6+0 0 7+0 0 8+0 0 9+0 0 9+2 5 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES 2750 2750 PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID � INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS O NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' c 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC W SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. EXISTING GROUND 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION Z FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 2745 2745 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. ' \ 6. ALL CURB ON LIBERATOR IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 ALL CURB ON KEYPORT IS VERTICAL CURB PER ISPWC & ACHD DRAWING SD-701. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS - � OTHERWISE CALLED OUT. 2740 - - - - - - - _ _ — 2740 \ Q) o LLJ Z 00 17 M 2735 \� \— — — — — 2735 C7 � L N Q — � N � — � zCAD N � o � r- o = LIJ W = O U O N') _ O n O U c0 O O r ♦� OM m +O I ON V r I m O)lf) �M I (D z p (D �N +� I Q L� � W N r,N 0' = Q J -0.40% M M o v r) � o _ 1.12% \oNAL 7 0.40% � 7 Plans Are Accepted For Public 530 S \STE Ftic/ 1-1 p � FINISHED GROUND Street Construction By stamping and signing the improvement plans, the Registered 941 2 Engineer ensures the District that the plans conform to all District 7/16/21 policies and standards. Variances or waivers must be specifically sT �o and previously approved by the District in writing. Acceptance of the cry TE OF\0 ' �P improvement plans by the District does not relieve the Registered ��S. KIN�� 2725 2725 Engineer of these responsibilities. 4+25 5+00 6+00 7+00 8+00 9+00 9+25 SHEET BY DATE ADA COUNTY HIGHWAY DISTRICT C3 . 2 Lo 00 Ln v- i NOTE: N NOTE: IF SITE SOIL CONDITIONS REMAIN AT AN R-VALUE OF 15. THIS SECTION WILL BE ADEQUATE. SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 IF SITE SOIL CONDITIONS CHANGE, ACHD SECTION FOR LOCAL ROADS SHALL BE TAKEN INTO EFFECT. �. REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF SP-3 0.5 INCHES OF ( ") MIX, 2.5" PG58-28, 4" (4") GRAVEL AND 14" (6"-MINUS) PITRUN. SEEPAGE TRENCH. Q 50' SEE TRENCH DATA TABLE - THIS SHEET Q 00 5' FROM END OF TRENCH Z R.O.W. R.O.W. 12" IN FROM / 1 / 1 MONITORING TO ACT AS MARKER O 47'-0" CATCH BASIN #1 1 \ WELL "A" cn 33'-0° MONITOR WELL J MONITOWELL BRING = w PER ACHD SD-627 7'-0" 16'-6" 16'-6" 7'-0" ~ z ° ° ° ° ° ° ° ° ° _° ° ° ° ° ° ° ° ° ° ° _° ° —fl m J 2'-0" 5'-0" 2' 14'-6" 14'-6" 2' S'-0" 2'-0" ° o ° ° ° ° ° ° ° ° ° ° o ° ° ° ° ° ° ° ° 0 18" OUT TO O o _ F SEEPAGE S(pgp F1�C I 21 Sip E TRENCH #1 18" PERFORATED PIPE. Z Q f 2.00% SLOPE 2.00% SLOPE O SEE DETAIL 4 THIS SHEET. 4J J MPX G�� 3.1 MAX INSTALL SOLID CA=ATOEND J C) 1 S�GPE S4 61"CUT SAND/GREASE TRAP PLAN VIEW PERFORATED PIPE — v LID AND/OR SDMH LID MONITORING WELL U U EXTEND BASE MATERIAL 6" BEHIND 4" OF a/4" MINUS TO BE FLUSH WITH TOP OF TRENCH TO BE A MINIMUM CRUSHED GRAVEL CONCRETE SIDEWALK PER HS 25 RATED STRUCTURE FINISH GRADE OF 2.00 FOOT BELOW FINISHED GROUND, PER ACHD SD-627 CURB (TYP.) ISPWC AND ACHD w W (TYP) (� SUPPLEMENTAL DRAWING LID TO BE FLUSH WITH TOP OF SIDEWALK AND CURB. 10" OF 6" SD-709. FINISHED SURFACE w z 6" VERTICAL CURB AND GUTTER MINUS PIT RUN FG ±2733.00 NATIVE BACKFILL TOP OF TRENCH PER ISPWC AND ACHD V SUPPLEMENTAL DRAWING SD-701. 2Y2" OF ASPHALT PAVEMENT — — — — — — DRAIN ROCK SLOPE% MIN. �� I I v LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 2727.30TOP MAY BE OVER PIPE (�") ' Q CD QMIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 27 CONC. I I ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° KEYPORT STREET SECTION 12" IN FROM N Q - NTS - CATCH BASIN #1 20" \ I I I I o LL CD 2727.40' ( 1 3/4"-2" DRAIN ROCK O Q " 12" INV. IN 2726.50' I I DRAINAGE GEOTEXTILE 6" MIN.-j 18' INV. OUT SECTION TYPE 1 (ISPWC SECTION w L LI > ° II SEE TRENCH ELEVATION TABLE FOR BOTTOM II 2050). OVERLAP MINIMUM m m II OF 12" ON TOP AND O OF BED AND BOTTOM OF SAND ELEVATIONS SIDES. NOTE: IF SITE SOIL CONDITIONS REMAIN AT AN R-VALUE OF 15. THIS SECTION WILL BE ADEQUATE. IF SITE SOIL CONDITIONS CHANGE, ACHD SECTION FOR LOCAL ROADS SHALL BE TAKEN INTO EFFECT. 00 LLI IL SP-3 0.5 INCHES OF ( ") MIX, 2.5" PG58-28, 4" (4") GRAVEL AND 14" (6"-MINUS) PITRUN. = `�— IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ASTM C-33 FILTER SAND IN THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE SEEPAGE ACCORDANCE WITH ACHD BMP 04 L BEDS TO PROVIDE THE 3'-0" MIN. CLEARANCE BETWEEN GROUNDWATER EASE R.O.W. R.O.W. AND THE BOTTOM OF THE SEEPAGE BED. W 42'-0" 1000 GAL. SAND/GREASE TRAP 1 THE PORTION OF PIPE LYING IN DRAINAGE ° PER BMP-01 - NTS - SANDD MUST BE EXTILE TYPE WRAPPED D IN SA DRAINAGE Q 2' 33'-0° FOOT PLATE (TYP.) CONSTRUCT GEOTOBSERVATION WELL MUST EXTEND A MINIMUM 12" BELOW SEEPAGE FILTER SAND OF 1' BELOW BOTTOM OF THE SAND IN THE ° 15'-0" 16'-6" 16'-6" 7'-0" SEEPAGE BED. 2.1 I2'-0" 5'-0" 8'- " 2' 14'-6" 14'-6" 2' 5'-0" 2'-0" ACHD IS NOW INSTALLING ELECTRONIC MARKERS ON EACH CORNER 4 OF THE DRAINAGE FACILITY. CONTRACTORS TO COORDINATE WITH IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS PERFORMED s 0, F7<< ACHD INSPECTION FOR PLACEMENT OF THE MARKERS DURING BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE f 1 4'1 2:1 5�pE CONSTRUCTION AND PRIOR TO BACKFILLING. ACHD IS CURRENTLY PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, 2.00% SLOPE 2.00% SLOPE SUPPLYING THE DEVICES. CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO 3 SMAX �U 18 SEEPAGE O r_�� OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. A PERCOLATION RATE OF 2 INCHES PER HOUR WAS USED FOR DESIGN OF THESE �Opf T SEEPAGE BED TRENCH #1 SEEPAGE TRENCH DETAIL CONCRETE SIDEWALK PER PER THE SOILS REPORT PREPARED BY SITE CONSULTING, FEBRUARY 28, 2021. PER ISPWC AND ACHD 4" OF Y4" MINUS CONCRETE SIDEWALK PER SCALE: NTS GROUND WATER WAS NOT PRESENT IN ANY OF THE TEST PITS AND IS EXPECTED CRUSHED GRAVEL SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 TO BE 120-130' DEEP. SUPPLEMENTAL DRAWING ISPWC AND ACHD SD-709. MIN 1 FT LEVEL 3" ROLLED CURB AND GUTTER SUPPLEMENTAL DRAWING LANDING ON EACH SIDE OF PER ISPWC AND ACHD SIDEWALK SUPPLEMENTAL DRAWING SD-702. 10" OF 6" SD-709. Lw� MINUS PIT RUN O m II II - SEEPAGE TRENCH DATA TABLE 2)/2" OF ASPHALT PAVEMENT ' 12" IN FROM / 1 / 1 SEEPAGE DIMENSIONS TOP OF ROCK TOP OF SAND BOTTOM OF APPROXIMATE 100 YEAR (— LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH (1 CATCH BASIN #1 I 1 GROUND WATER U EXTEND BASE MATERIAL 6" BEHIND \ \ TRENCH # WxDxL ELEVATION ELEVATION SAND ELEVATION DESIGN VOLUME W Q CURB (TYP.) MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK / \ / ELEV 1 12'x11'x39' 2730.00 2719.00 2717.50 N/A 2089 � Q W LIBERATOR STREET SECTION 2 12'x11'x47' 2727.00 2716.00 2714.50 N/A 6204 E:L - NTS - =) W Q W CD HS 25 RATED STRUCTURE LID TO BE FLUSH WITH 45. FINISHED SURFACE FG t2733.00 z —Ji 2725.90'TOP \ OF CONC. /_ _ _ _ 3/4" PERFORATIONS IN VALLEY �f/ OF CORRUGATED PIPE. 5 EACH 12" IN FROM CATCH BASIN #1 20" C4 0 0 Y 2726.00' 12" INV. INcc 2725.00' W czn cn o 18" INV. OUT J 00 6" MIN. 18" PERFORATION SCHEDULE `� cn t^ QW CD O N - NTS - 7 (nn (D W `o ai N L nz ~ W L.i Oz o (n o oM x d � � V � m w o z � < � w 1000 GAL. SAND/GREASE TRAP 2 Q w C) w = Q � � ouoL- o PER BMP-01 - �51pNA� F� 1ST& �l Z 9412 7/16/21 �yq 2-S oK IN���P SHEET C3 . 3 m 00 Ln SEWER LEGEND WATER METER LEGEND N N OO EXISTING 48" DIAMETER SEWER MANHOLE 3/4" DOUBLE METER SERVICE. E Cy) EXISTING 8" SEWER MAIN UTILITY NOTES: (PER CITY OF MERIDIAN STANDARD DRAWING W-1) O O 3/4" SINGLE METER SERVICE. OO NEW 48" DIAMETER SEWER MANHOLE S Cl. CO�NTRnACTOR IS RESPONSIBLE FOR MEETING THE CITY OF NAMPA SPECIFICATIONS (PER CITY OF MERIDIAN STANDARD DRAWING W-2) r z FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. O s NEW 8" SEWER MAIN LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL (n NOTE NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 1. CENTER OF WATER METER TO BE 2' BEHIND BACK NEW 4" SEWER SERVICE PER W 2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS 0 40' 80' - - - - - - - - - - - - - - I.THER I CALLED UNLESS THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC FURTHER INTO LOT (TYPICAL). W OTHERWISE CALLED OUT STANDARD DRAWING SD-403. 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER SCALE 1" = 40' z 4" SEWER SERVICE LABEL METERS AND WATERWORKS BRASS BE ANSI/NSF 61 _ STA: = SEWER MAIN STATIONING CERTIFIED. r I� O FT-A: 6+82 43.0' L OR R = LENGTH OF 4" - 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. 3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL INV. 27.48 INV 27.48 = 4" SEWER SERVICE INVERT OTHER WATER LINES MIN 4' OF COVER. Z Q ELEVATION 10 FEET BEHIND PROPERTY LINE. 4" SEWER MAIN MUST B�RUN AT J MINIMUM 2.007 SLOPE. Q U U Z D — O o G / U CD � - 4- II I I GAR � ` ` / Lu — - - -L - - - - - - - -I— � - - � , ` ` - - - - - - - - - - - - - - CD 0 e GIR f - - - - - - - - - - - - / / Q GIR E EV(' L Lu � < LLJ / / ` GIR _ GIR E E GIR EG — EG GIR G GIR m cl::� > �y-�e — GIR GIR GIR / Qj�4PI 4PI 4PI - -4PIT4PI - - 4PIT4PI �y CD /a Id4— Idti— - Id4— Id4— Idi— ti � BLOCK 1 � 1 I CD I I � 4�1��•��Pl APIAPI 4Y�=�Pr=APT API API 4Y� — Pr=�P1 APIAPI 4�=�Pr=APT 7rPI4-PI 4wr —w Pr=�PI T-PI 4-PIPr=TP1 APIAPI 4�—+ i A_v I I I I I __� 35 101 ° W \ LINE C LINE B LINE B LINE C I �g — — — — — r — — 8 — : — — r — r — f — — i —T� _ _ Q I I 1 I I I I I w r • • r r r ■ r w w w r r r • r / E. LIBERATOR LN I a E. LIBERATOR LN I _ 0 1 3 I 1 Jr 1 I I--• I I ' II I I 34 SEE SHEET C4.2 II w l l I I I SEE SHEET C4.3CD Q c� —I I I BLOCK 1 L I Lv BLOCK 6 I I c/i W �I � II I 33 32 31 30 29 28 27 26 = 17 18 19 20 21 22 23 24 I � EP I I I Q I I I # I - w �I 4 R4— 4 -ITIGIR GIR GIR W PIR GIR PIR GIR P GIR PI GIR I—I--I — — — — — ` cn L — — — — — — III 19 20 21 22 23 24 25 16 15 14 13 11 10 O9 Q I I I � 000L00000 G,R II III II I EXISTING PREVAIL IIII BLOCK 1 � III 1 I III I SUBDIVISION — 2 III BLOCK 6 BLOCK 6 � II F \ II I c N p W — W = — wIN — 0 0 — — - - - - - - - - - - - - — - - - - - - — w I — — — fi — - - - =—t - - - - _— _ I- - _ rt - - _ _ r— — t — — � _— ILij fir, I Z _� LL L SS 1 SS 12SS -12SS SS I 12SS 12SS I 12SS 1 2SS 112S I -12SS I �1 SS I 12SS — SS 12SS 12SS w - 00 _ / _ - - - - \ \ 8 QwoN N _ JCD N CD w m Y pl J O I I I I I V � r m l I I BLOCK 1 o m o w LLJ LLJ= Q w ~ J �_ cl U cil w cl N A L F, 1ST& �l Z 9412 7/16/21 �yq 2-S.oK IN���P SHEET C4 . 0 Lo co Ln I 0 30' 60' N 1 SCALE 1" = 30' p O 00 � z SEE SHEET C4.3 WATER KEYNOTES � a I Q w z I I REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO EXISTING 8" WATER MAIN. w rn I o 'o I Q I - I I O POTABLE/NON POTABLE CROSSING m I 2 SEE WATER NOTES 2&3 ON SHEET C1.0. ,�� O OI O II m I 3 INSTALL 8" TEE (ALL FLG) Q Q I O 3 8" GATE VALVES. J J O (< f J N SSMH 1 21. I v U Q STA: 0+10.00 WATER METER LEGEND W W I rill, I �I I Z I S. KEYPORT AVE 2 m 0+ 01+i00 S1+ I II I (ER CITY OFMERIDIANLE METER DRAWING W-1) C O O _ 1 180° - m - - 9 I o I (D U oo LINE A (D _ I I SSMH 2 I 3/4" SINGLE METER SERVICE. Q "' LINE A STA: 1+38.80 I N Z � LINE B STA: 0+00.00 ^ I (PER CITY OF MERIDIAN STANDARD DRAWING W-2) W Q rl 1 3 LINE C STA: 0+00.00 I NOTE: 0. U) m 41 I 1. CENTER OF WATER METER TO BE 2' BEHIND BACK O O t130 LF �I I OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS Q X D 8" WATER MAIN i iLL LL_I II L I FURTHER INTO LOT (TYPICAL). w e AI I 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER W �I I METERS AND WATERWORKS BRASS BE ANSI/NSF 61 m � O m CERTIFIED. 0- 3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL ` I I OTHER WATER LINES MIN 4' OF COVER. W I m I 0 �I I UTILITY NOTES: SEE SHEET C 4.2 rl. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF NAMPA SPECIFICATIONS U FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403. SEWER LEGEND W VERTICAL SCALE I OO EXISTING 48" DIAMETER SEWER MANHOLE � 0 5' 10' CD A PROFILE EXISTING 8" SEWER MAIN 0+00 1 +00 1 +39 SCALE 1" = 5' NEW 48" DIAMETER SEWER MANHOLE 0- 2740 2740 W S NEW 8" SEWER MAIN EXISITNG GROUND , NEW 4" SEWER SERVICE PER NOTE: I.S.P.W.C. SD-511A UNLESS 1.) ALL SEWER PIPE LENGTHS ARE FROM OTHERWISE CALLED OUT Q 2735 2735 FACE OF MANHOLE TO FACE OF MANHOLE. 2.) SEWER MANHOLES TO BE CONCENTRIC 4" SEWER SERVICE LABEL AND ARE TO BE INSTALLED WITH NO SUMPS. _ STA: = SEWER MAIN STATIONING - STA: 6+82 43.0' L OR R = LENGTH OF 4" FINISHED GROUND / 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. INV. 27.48 INV 27.48 = 4" SEWER SERVICE INVERT ELEVATION 10 FEET BEHIND PROPERTY 2730 2730 LINE. 4" SEWER MAIN MUST BE RUN AT MINIMUM 2.00% SLOPE. i z_ 2725 + 725 SEWER KEYNOTES WP�ER MP�N :OE OVE EXISTING CLEANOUT AND CONNECT TO EXISTING 8" SEWER 8 . INVERT AT 2711.77'. CONTRACTOR TO FIELD VERIFYATION. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF ORD FOR REDESIGN. W c�i� i o 2720 2720 M' cn o I J a 74 8.00 LF 8" J o !ZipN SEWER @ 3.12% �' z m Y o Y ( I- O 5a�% 48"0 SSMH 2 �`' ¢ " o 8 SEWER 1+38.80 LINE A-SWR o m 2715 12bk,8� �F 0+00.00 LINE C-SWR 2715 V M RIM 2730.6t z L�j o 1 8" IN 2719.50-E w 8" IN 2719.50-W � = Q -J 8" OUT 2719.40-S C:) v o LL_ o LJ 2710 2710 SRO L Fti 0+10.00 LINE A-SWR Z< ST e G' RIM 2725.1 t 8" IN 2712.12-N 8" OUT 2712.02-S 9412 , 2705 2705 A TE 2- OF \�P 0+00 1 +00 1 +39 ,ST S. ��P ��S. KIN�� SHEET C4 . 1 Lo 00 - N Ln / 60 N / cy) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE 1" = 30' C) E EG EG EGA EG G Q G Q Q S M � OnOnc��OnOnOnOnOnOnOnOn �x /�;r ���\ /�1 X E� EG EG EG G / z 0 GIR GIR / GIR GIR GIR GIR GIR GIR GIR / WATER KEYNOTES W / 4 PI 4 PI 4 ai 4 PI 4 PI 4 PI t PI.- oo� / INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN W /Q� OSTANDARD DRAWING W8. WHERE WATER METERS AND FIRE z HYDRANTS SHARE A LOT LINE, SEE MERIDIAN DRAWING W9. _ _^ -4 - 4 P I - P I - a PT-- 4PI4�I 4�=4PI 4 P 14PI 4PI 4_'14 � 4 PT--4PI 4 P 14 P 14 P I -4 P I Y r =4 ��,, r , INSTALL J � C)SSMH 3 37 2 1-8%6" TEE (MJxFLG) SSMH 2 STA: 3+75.00 O I O 1-6" GATE VALVE FLGxMJ LINE A STA: 1+38.80 I ±18 LF 6" C-900 0 LINE B STA: 0+00.00 - -- _ LINE C STA: 0+00.00 _ - I � o I INSTALL J loll 8" WATER0 LF MAIN A 1-8"x6" TEE (ALL FLG) J C) 3O 2-8" GATE VALVE (FLGxMJ) Q Lv ° W 1+00 N III 1-6" GATE VALVE (FLGxMJ) U 2+00 3+00 " 4+00 4+ 02 II o - s - - - - - - t - - : o -: - - S - 3 - t 18 LF 6" C-900 o D_ W o 5 -r r r • O r r r r r r r O r r- r r r r O POTABLE/NON POTABLE CROSSING 6 2 4 E. LIBERATOR LN I 4 4 4 SSMH 4 SEE WATER NOTES 2&3 ON SHEET C1.0. Z O LI__I 4 4 4 STA: 4+77.02 _ 4 CAP AND MARK END OF WATER MAIN TO SURFACE FOR n LLI O FU rV TURE CONNECTION. O 1 1 1 1 1 1 1 I INSTALL: CD N 1 J� I 6O 1 - 8" TEE (ALL FLG) Lu Q I 0 (�, I 3 - 8" GATE VALVE (FLGxMJ) > � o ��"� , i o la' o `n o o o LL I� NI I� NI I� NI IN CN IN C)NI I"' NI I� NI 1 d �Z �Z �z �Z �Z N J (~ co ji2f I I O Q O LL } W 88WATER MAIN LF t427 LF I WATER METER LEGEND m E > m 8" WATER MAIN + :o O SEE SHEET C4. 1 IQI L I 3/4" DOUBLE METER SERVICE. W ' (PER CITY OF MERIDIAN STANDARD DRAWING W-1) BLOCK 6 r I 3/4" SINGLE METER SERVICE. 18 19 20 21 22 23 0I (PER CITY OF MERIDIAN STANDARD DRAWING W-2) 0 O O O O O 24 _ SSMH 1 I NOTE: ° 1. CENTER OF WATER METER TO BE 2' BEHIND BACK STA: 0+10.00 OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS FURTHER INTO LOT (TYPICAL). ° _ pl PIR PIR IiR R PIR PIR 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER CD I GI GR GR GR METERS AND WATERWORKS BRASS BE ANSI/NSF 61 EXISTING P R EVA I L CERTIFIED. i 1 fi� l 15) 14 13 11 10 O 1 I 3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL SUBDIVISION - 2 OTHER WATER LINES MIN 4' OF COVER. UTILITY NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF NAMPA SPECIFICATIONS O FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL SEWER LEGEND NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. LINE B PROFILE 2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS W OO EXISTING 48" DIAMETER SEWER MANHOLE 0+00 1+00 2+00 3+00 4+00 4+77 THAT HANDARDALANCE GFORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC EXISTING 8" SEWER MAIN - - - - - - - - - - - - • NEW 48" DIAMETER SEWER MANHOLE s NEW 8" SEWER MAIN _ _ SEWER KEYNOTES - NEW 4" SEWER SERVICE PER 2740 EXISITNG GROUND, , _ _ - - - - - 2740 I.S.P.W.C. SD-511A UNLESS ` SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% OTHERWISE CALLED OUT \ O SLOPE 10 FEET BEHIND SIDEWALK. 4" SEWER SERVICE LABEL STA: = SEWER MAIN STATIONING STA: 6+82 43.0' L OR R = LENGTH OF 4" 2735 2735 - 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. INV. 27.48 INV 27.48 = 4" SEWER SERVICE INVERT ELEVATION 10 FEET BEHIND PROPERTY FINISHED GROUND v, LINE. 4" SEWER MAIN MUST BE RUN AT MINIMUM 2.00% SLOPE. ri No 0 2730 2730LLJ N O c� cn cfl I � O � Z 00 D 12" C-900 W 10 I J D STORM DRAIN z U' o00 a Z Z t � N Q LiN d 272 8" WATER MAIN 725 z N n Z m Y oI U oCD 8" WATER CROSSING W `�' _ a � � V � m 98.02 LF 8" SEWER 0.62% m L Li o z � 2720 371.00 LF 8" SEWER 0.40% LLJ 2720 C:)Q w [ 48"0 SSMH 4 m v o � o 48"0 SSMH 3 4+77.02 LINE B-SWR 3+75.00 LINE -SWR RIM 2730.1 t 48"0 SSMH 2 RIM 2729.2t 8" OUT 2721.70-W �S\O NA F� 1+38.80 LINE A-SWR NOTE: 8" IN 2721.10E �tt�, �S T e 0 0+00.00 LINE B-SWR VERTICAL SCALE 1.) ALL SEWER PIPE LENGTHS ARE FROM 8" OUT 2721.0 -W 2715 0+00.00 LINE C-SWR FACE OF MANHOLE TO FACE OF MANHOLE. 2715 RIM 2730.6t 0 5' 10' 9412 8" IN 2719.50-E 2.) SEWER MANHOLES TO BE CONCENTRIC 8" IN 2719.50-W AND ARE TO BE INSTALLED WITH NO SUMPS. 7/16/21 8" OUT 2719.40-S SCALE 1" = 5' sTq P, 0 � TE OF \0 Q' y�'DS. KIN��� 2710 2710 0+00 1 +00 2+00 3+00 4+00 4+77 SHEET C4 . 2 m co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w GIR Q Q E E E EG 1 w / / t 155 LF GAR o 0 0 0 0 0 0 0 0 0 XG 0 0 0 0 0 0 AC 0 0 0 0 0 o c 8" WATER MAIN 2 ` N I / GIR GIR GIR E 1 GIR GIR GIR O M N II 37 1 + P� ��+P 0M W I I I 5 I Id4- Id4- L. . � +P�� � BLOCK 1 S 1 � I I � z wI I I I J I C 1 P� �4 PI 4PI 4PI =4 FI -4 Imo-4 PI 4PI 4PI 4 PI -4 PI -4 PI -4PI 4�i =4 W-4 T- 4 PI -4PI 4 -4�'I 4 4�- - O v I- N TI t110 LF SSMH 2 QLLJ 8" WATER MAIN ±36 LF 37 --- - LINE A STA: 1+38.80 0 30' 60' R MH5 • 8" WATER MAIN LINE B STA: 0+00.00 N LLI OM 44.0 L 1 LINE C STA: 0+00.00---------- - d I I I INV. 32.00 r I O - --- -- - z SSMH 5 w I 35 STA: 3+94.57 (, SCALE 1 - 30 J m 1 ' O o �, I I I I 1 , 4 E. LIBERATOR AVE t305 LF _ 8" WATER MAIN i LINE C LINE B Q WI I I I I I + 57 t 3+00 Q _ S _ 2+00_ _ _ 1+00 - _ I - 0 0 . - =5� w Q 0 W WATER KEYNOTES J FROM MH5 156 I 1 W 1 w ■1 w 1 N 1 r Q CD • W Q 39.0' L 2 1 "`' POTABLE/NON-POTABLE CROSSING. SEE WATER NOTE 3 INV. 31.50 J O AND 9 ON COVER SHEET C1.0. W 36 I � w I I W 1 1 1 1 1 } 1 1 l w 2 INSTALL: v u� W \1T-I(/-//7III1 I 1 - 8" 45° BEND Z J�O cO��O ��CD cD JO �JO JO • - rn 3 + o N + 0 + Lq Io+ INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN v O O - 1 ff .. Q ^ V U O3 STANDARD DRAWING W8. WHERE WATER METERS AND FIRE + J of } �� co co�� �� "'z z "'z HYDRANTS SHARE A LOT LINE, SEE MERIDIAN DRAWING W9. Q 00 _ 2E N Q Mom co ( J N L; INSTALL: - LLI I Q 1 - 8"x6" TEE (MJxFLG) ui + o M �I LLI � 4 1 - 6" GATE VALVE (FLGxMJ) Q ±18 LF 6" WATER MAIN TO FIRE HYDRANT. O I I w Q U L.L HOT TAP EXISTING 12" WATER MAIN. INSTALL 1-12"x8" STAINLESS w W e BLOCK 1 LL_I O STEEL TAPPING SADDLE AND 1 8" GATE VALVE. COORDINATE HOT m d3 i I - LLJI TAP WITH CITY OF MERIDIAN. CD m 33 32 31 30 29 28 27 26 � 17 I I Q I I I STA: 0+10.00 W WATER METER LEGEND PIR -- - 0 4 PI 4 PI- d IR GIR GIR 3/4" DOUBLE METER SERVICE. LJ- -I GIR o (PER CITY OF MERIDIAN STANDARD DRAWING W-1) I16 EXISTING PREVAIL 3/4 SINGLE METER SERVICE. U 1 I I SUBDIVISION - 2 (PER CITY OF MERIDIAN STANDARD DRAWING W-2) C) o no no no no o I I NOTE: 1. CENTER OF WATER METER TO BE 2' BEHIND BACK OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS FURTHER INTO LOT (TYPICAL). 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL L L I OTHER WATER LINES MIN 4' OF COVER. I L� SEWER LEGEND U OO EXISTING 48" DIAMETER SEWER MANHOLE UTILITY NOTES. L LI LINE C PROFILE ass EXISTING 8" SEWER MAIN 3+95 3+00 2+00 1+00 0+00 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF NAMPA SPECIFICATIONS FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. NEW 48" DIAMETER SEWER MANHOLE LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. Q s NEW 8" SEWER MAIN 2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC NEW 4" SEWER SERVICE PER STANDARD DRAWING SD-403. - - - - - - I.S.P.W.C. SD-511A UNLESS OTHERWISE CALLED OUT 2740 2740 EXISITNG GROUND 4" SEWER SERVICE LABEL - _ STA: = SEWER MAIN STATIONING - - - SEWER KEYNOTES r - STA: 6+82 43.0' L OR R = LENGTH OF 4" - - - 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. _ _ INV. 27.48 INV 27.48 = 4" SEWER SERVICE INVERT 273 - - - 2735 ELEVATION 10 FEET BEHIND PROPERTY SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% N�EEW�EIN MUST BE RUN AT _ - - - - FINISHED GROUND SLOPE 10 FEET BEHIND SIDEWALK. MINPE. - - - - - - - - - - - -zZ- - - - - - t^ y' z O Y N CJ o H CD 2730 2730 CC 12" C-900 W `�`�� M 8. WATER MAIN STORM DRAIN-'O Z v~i o QI 48"0 SSMH 5 Q W o cr 0- 3+94.57 LINE C-SWR ccn CD w `� �I RIM 2737.4± Q Z m Y O J LLJJ Q u O � 725 W w _7 5 4" IN 2729.30-NW 3 • 7 F g" 4" IN 2729.30-SW W R q U o a m `" 8" OUT 2728.96-E Q m o :2 w z � � Q w � = Q 2720 2720 - - o � ol� o Sip N A L F 48"0 SSMH 2 �5 �STE NOTE: 1+38.80 LINE A-SWR � VERTICAL SCALE 1.) ALL SEWER PIPE LENGTHS ARE FROM 0+00.00 LINE B-SWR 2715 FACE OF MANHOLE TO FACE OF MANHOLE. 0+00.00 LINE C-SWR 2715 9412 0 5' 10' RIM 2730.6t 2.) SEWER MANHOLES TO BE CONCENTRIC 8" IN 2719.50-E 7/16/21 AND ARE TO BE INSTALLED WITH NO SUMPS. 8" IN 2719.50-W SCALE 1" = 5' 8 OUT 2719.40-S C'STa TE OF NoP' Q S. KIN��� 2710 2710 3+95 3+00 2+00 1 +00 0+00 SHEET C4 . 3 Lo 00 Lo N � N W E C'I O O S � z 0 cn Q w 0 50' 100' w Z SCALE 1" = 50' J () N-) O J Z J CD U ~ =AT HT NOTES: W TS SHALL BE INSTALLED z N IN PLAN _ I I I I o � L� CD I l i e D U CD N Q I I w 1 O LL / Lu W CD CD — — — — W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / G / / J STREET LIGHT TYPE 2 GIR— 37 STREET LIGHT fF�� _4p�`� `pf_ _ STREET LIGHT — BLOCK 1 / TYPE 2 TYPE 2 ��— �r —Pr �P�3-PI 4-PI Yr Pr — =PI--W-PI —4-PI ---4Yr--a Pr—�Pr—lrPI API —F�—�Pr—�Pr— PI —4-M —�Yr—�Pr—API— A Q 2 STREET LIGHT TYPE 2 U _ • 0 A I o E. LIBERATOR AVE — — E. LIBERATOR AVE — — — — — II : s s s : s s— T w- w I - w - I wT w w W w =- � I I I i I I I I I I I I I -------------------- Ti II STREET LIGHT TYPE 2 a I I I I � II = II I I I Y � C� BLOCK 1 ��' BLOCK 6 -I Z I I I 133 32 31 30 29 28 27 26 17 18 19 20 21 22 23 24 � � Q 'I I G G — PI GIR IR PIR —GIR PI II /IUI� II 19 20 21 22 23 24 25 16 15 14 1 10 O9 I III RI nrly I I I II EXISTING PREVAIL SUBDIVISION - 2 N p O W U U im = W (50 Z W 00 M M V 0- Q L'-I ON N J N z N CD LLJ Z m Y c) J W W Q U O C CD U V � �2 rm m Mo w o z � Q w Cl U cil LL- Cl N A F� 1ST& �l Z 9412 7/16/21 pyq�S.oK IN���P SHEET C4 .4 Lf) 00 Lo 'r- N KEYNOTES N 12.0' 3'1 MAX M O INSTALL GRAVEL ACCESS ROAD. �T E coS�0 OUT ;1 SEE DETAIL THIS SHEET. S1 BPS O 3. -1 SAX OAT O2 SLOPE FINISHED GRADE TO EXISTING GRADE AT 3:1 S � z / / / / / O //\\//\\//\\��� //\\//\\// 14" - 6" MINUS /\/ / co 4" - 3/4" MINUS PIT RUN = SLOPE FINISHED GRADE TO FINISHED GRADE AT 2:1 LLJ CRUSHED GRAVEL 0 40' 80' Ofw SUBGRADE COMPACTED TO 95% O INSTALL 3.5FT KEYSTONE BLOCK OR STACKED ROCK LANDSCAPING RETAINING WALL. Z SCALE 1" = 40' _ 12' GRAVEL ACCESS ROAD CD = NOT TO SCALE 0 Q J = _ ------------ I I �� )1 \ 45.52FG I `-_ // `--__-__ -_____-_ / W I \ �--_ \ \ \ �.,' / l , ram_ � \\\\ \ \ \\ \\\ \uj 4 ` -� �` \ \ / 1 I / i \ / \ \ 1 I '` �\ �� \ ' 1 1 1 \ \ \ \ \ 1 / I 46.46E \ 1 \ \ c OP"X /"'\ \\- \ \�- ,� \`\\\ \\\\ \��/ �\ ' 1 1 \ _ 45.97FG' _ > - I I �> - I 1 \ �\ I I I �� v \� / 1 I /�/ \ \ \ \ 2 \� 1 - __- ---- __ X _ I / / / / /��� \ \ 1 \ \ \ �\ I 1 \ / / I / / \ \ r -- - - - 45.65FG -QP__ . X //i/ \ \ ►I / I \ \ / 1 1 -., 1 \\ \ \ \ _ 1 "\� __----_---_=_ \ LLI r_ � r45 98FG-� v 46.13FG a /�2741_- _ -_ 2745__-- -_-_ _ - _____________ _________ _ _=46.11FG_ _ _ _ _ ___ _ ___ _ 45.75FG - -_-------- 45.73FG --_ �' ,/ \j_`=---___45.96_FG-=____� _ ----- '---- - _ - ' \ - - _- \\III el> _ _ -=__- _ --- 1 - --- \` _ __ ---- ---- ----- ------ - - - - - - 46.41FG / /� / I ----- \\\\ \ O 2745. -- - - ---- _ _ -------- / / i' / r_ ,/j��llN( � ' \ LL ?>R / 45.64FG,� ---_ 46.43FG o o E o o > o 0 0 o o c46.67FG o / 0 46.65FG q /46.32FG _' I / -S. � j I WW , ` = _46.14FG _______ _=-_ \\_ -_ ___ --- -- ---------- ---Iry ---- ------ ------ -- ----- - 41.63SW--•2737--___ ----- -- '45.67FG \ rrR 46.74FG ,� / 1 ��_- - (41.43EG) W i i / / �-2736-- 39_72SW _ 40.32FG ,43_O6FG 4 -�'-.45.67FG-T____ __ --_____;;�,- _________---___ ciR �- ------------------------ _ -------------- ------- _--------- 4 / ,����/�/' - / / / 1 ► 11 ! � r� III ------- - - - ___ _ - - - - - - - _ - - _ C_J I1 � / / ------- --- -- -- ---- � -' - --__-_____ ___________ ___ _' _----_________ 46.02FG�46•_____ 46.12FG -'-�' �� 46.21FG � -___ -- ''''' , � e I 41.58SW I I / / 40.32FG -40.88FG =45.76FG\_ =__ 45�84FG_ Bj 45`85FG -=_ _______-__-- ___-- �%' -„ / / 30.33SW W j / 39.66SW 38.65FG�_� 4 - --- = - - - - - - - =---________- 4 L--------------- - - - - -46�28FG'�-- I �V9 I '\ 40.O6FG - - - _ 39.22SW 38.65FG _ - -- _- _ _ _ _ - _ _ _ _ _ _ 42.68FG • / " / _ - 42.16FG _ 42.23FG _ � � _ 4 �42.32FG _ _ 42.43FG 42.52FG 42.62FG - 39 18FG Z 39.49SW - 39.22SW - - - - __ - __ - - 35.52FG 39.05FG---- 35.58FG \ i 44.40FG I I 41.11 FG 39.03SW - - - - - - - 35.21 FG 38.82FG _ 35.32FG __ 38.93FG _ 35.42FG _ _ I I I 38.14SW --_ 38.66FG --------.38.73FG. - _ - _ - - - - - --- --- --' _ _ _ 32.08FG - (41.16EG) / I ?>�, �I j I j / ? 0.51% ---- - --- -- - ------__-- ____====.32.36FG__ ____ __ __-32.19FG__ ------_ - /' ► ► / ,I I 33.50FG _ -32.61FG' - -- - ----- 36.08S 4 _ _ ___ W _ - ----------- _ - _ z 32.45SW 4 31.98SW_ --- - --- _ I 1 e 4 36.00SW 36.10SW 34.84SW 33.31SW ' / - - - 31.53SW__ 31.15SW' ' 29.53SW,�' / I I I ' II W 40.00FG ' 39.67FG_ _ ---- _ 3 -------- _ ------ ---------- 71 ,�' //' 30.78SW�111 j 40.O6FG _-___--- ------ ----- - _ ----- ------------------ ____-- -------------------------------------- -- ----'/ - r ;38.25FG 37.53SW----- 35.30SW -----_-_ - _ --_ '-____ ------ ------------- ------ --- ------- ----------- \�����' ���----- (40.77EG) �1 j I I I I ► I /i _ - 35.70SW ------- ------ - --------- ----------- ------- // ' -- i ► I ► I I 38.64FG 36.86SW - - _ -- _---- --- - - 9 34.70SW - 33.90SW' ----- 33.11SW__ 32.31SW ���-_31.51SW - __30`60SW -- - 30.36SW''-2736 _ 30.37SW -30.13SW--- - _29.93SW 29.69SW-______ _.29.49SW �I 29.25SW //�S 43�58FG' i i 38.25FG ---- ____ __ 6 6�o I 37.50FG - - --- - ---273 ---------- -- - j �^\\ , /2 W 140.70SW I I I p� I 34.75FG 34.00FG 33.25FG 32.25FG _31_50FG 31.50FG 5_ --------------- ------- it i I i I I 37.00FG 35.75FG 34.75FG i 33.25FG 32.25FG ` __---__ _ -- - \-2734 --- --------------- ------------- -------------- ----___---__ ---------__ _v/ - ----- ---- ____ ____ I 1 II I I I I I `�35.75FG 34.00%G -_---- - --- --- ------ ----- ----------- ---- ------- ,----- /i / i 1 I I I I I I / -- 2733. ( ) 2� � I I I I I I --- / \\-�------- _ - _-- -- ------- ------ - ---------- ------- 40.17EG , 40 II I I I 3 I 1 37.50FG --_ _ _,2 32---- - --- - _---- / 1 I I I I I I 37.00FG b\ �/ - -- ------_ -------------- ---------- __�>L� _ o / W I I I I I I I I _ ---' ,n - ---L� of b�f - --__ - 31---- ----- o -o ------- -----°N°�-- °° __ I I o coo 27 _ _ _ M --- Iq - / t \ \ \ I 1 O o o o N -2730 - _ _ - J / Q {{ o --- -- o o sZ_---- (39.71 EG) I I /l I \ \\ \\ I 1 0 \�� M � ----- --------- ------------- ,' ,' �'o 1 I I 38.64FG \ \\ 38.14FG 1 2736 N \ \ _ / ( / 2729 I \\ 38.O6FG_ - _ ___- ___ ----- I 32 3a 3b 29 28 27 26 17 20 E42.39 /36.16FG _ 35.20-FG- - 34.4-5 FG -- 33.70FG -- 32.71 F-G---- ------ --- --- --- - 30.24FG 37.24FG 36.16FG I 33.70FG _-__32.71FG 30.92FG 30.68FG ---------- _. - 3I8.25FG 3195FG 30.44FG 30.00FG 29.80FG --- '29.56FG - -'30/.14FG � I - \\ 3%1.12FG 3854F Z (39.01EG) i9/ I --- - ---- -__ __ ------ - - 31.95FG - --_ - 2726--- _ - -- ----- --- -- - Q --- - 22.78E 25 22.3-- - -- - 21.69 21.36FG_- --_-- -_---- - 20.38FG 20.63FG 20.6 /39.51 SW 35.00FG ' �' 33.70FG �'� _ -- 27 __ '� 130.00FG ------ - ---'' --- 1 _ 23.00FG I FG_ --- ------- ------- ------- 0 23.75FG.-- J - /19 0 0 / 34.83FG i� ,` 24.38FG'- --- - -23.90FG G-2724 --__ 2FG 20.78FG � / /\ 5FG (38.6�EG) / I / 39.25SWa37.96 '25.25FG 25.00FG 24.50FG -- _-_ ---- ------- ------- -- - - -- 19 , / / 24.25FG __ / , ' / / ' ,' i �' I �`Lg 3 BL K 1 3 3 PREVAIL -- ,,, w ^� , ti , / , o . I III L i' ------------------- ------ ------------ � � � �, / ,. PHASE-2 �� ____ _ _ 25 16 1 14 ry\ 13 12 11 10 B 1 _ I --___-_____, - ----- ------------ --^ti------------- ---------- � I ----------- I2 21.71F 20.36FG -------- '-- .9 - BLOCK' ------------------- 7FG6 25.17FG 23.77FG ' . . II II I I I o 24.70FG loo to ,22.52FG / \ o ---- ___2720 to -_-- -\ 20.17FG 20.17FG 19.23FG CD oo ' L Y CD I I I I I . of o 22.77SW - f19.23FG2370FG 18.63FG or 19.24SW 1 .76SW 18.3 ® c~n � oW 22.17SW 21.87SW 21.57SW 17SW 2011SW 19.63SW '5 �I. or Z d I I I 23.10SW - - - - - - - - - - - - - - - ,\ c�i� 00 `o J� W I I I I I I I I \ W w - 00 ¢ �i II I \ \ 18.73FG 19.23FG 19.23FG Q IJ T o N c~n CD w I I I 1 z Q (n Y o f 0z � cn r` o W 2 o U o r7 v Om Q V m c!) IJj z = Q LJ I ~ � Cl U n L L. t] �5S\O N A L F� \STE 9412 7/16/21 s�K IN���P SHEET C5 . 0 Lo 00 Lo N � N W E C'I C) O S � z 0 cn Q w 0 50' 100' w Z SCALE 1" = 50' O PRESSURE IRRIGATION KEYNOTES Q CD _ 1O INSTALL 4" 11.25' BEND W/THRUST BLOCK L_Lj — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �/ G / LJ J ±140 LF 4" PIRR z J 2 ±38 LF 4" PIRR ' €� ±155 LF 4" PIRR _ _ \ G � _ 1 � E E 2 2 INSTALL 4" 45' BEND W/THRUST BLOCK �n � � C)t14 LF 4" PIRR 37 w Id 4 ±100 LF 4" PIRR ±23 LF 4" PIRR 4 PI —4 PI 4 PI 4 PI PI / V Id 4— Id 4— 4 a BLOCK 1 f617 LF 4" PIRR II I Pr- ` _ — — � O INSTALL 4" 90' BEND W THRUST BLOCK Q O 4-Pr�Pr=�Pr=4—PI4�1 =_4Yr=�Pr — �Pr=API4�1 4�=�Fl �Pr=API— —4�I 4�=�F Pr=�Pr=API4 PI 4�=�Pr=TPr 4 A 4 � 37 - Ill 2 37 i 4 I - 4 8 7 < INSTALL TYPICAL LOT SERVICES PER ISPWC SD-901. �/ Q 4 � _ 2 —_ O -'-_-_ - - -- o t39 LF 4" PIRR �+ 4 - Q s s s - w s _ w- _ - s-E. LIBERATOR LN - - - O5 INSTALL 8" C-900 SLEEVE. SEE PLAN FOR LENGTH w \o LLJ I w w I —w w �±49 LF 4" PIRR m / I 6 REMOVE 6" 90' BEND AND INSTALL 6" TEE W/ 6"X4" 1 36 / I O REDUCER AND 4" GATE VALVE. � o N I I 7 INSTALL 4 GATE VALVE W/THRUST BLOCK W t198 LF 4" PIRR "II O � � II I I 34 INSTALL 2" WATER SERVICE FOR BACKUP TO PRESSURE w I O IRRIGATION SYSTEM. CONTRACTOR TO ENSURE WATER METER IS 4 I + l o ±113 LF 4" PIRR �A RAN THROUGH A CITY OF MERIDIAN APPROVED RPBA. W ±48 LF 4" PIRR 4 BLOCK 1 4 4 " �Y; 4 4 BLOCK 6 4 4 -I TYPICAL LOT SERVICES INSTALLED IN PREVIOUS PHASE. Q 33 4 32 31 30 29 28 27 26 Lo 17 18 19 20 21 22 23 24 O NOW RK NGR CONDITION.TO E SERVICE IS INSTALLED AND U U U O O 0 p ppPik 6 � 4 PI G1�R PI G11�R AR — GIR PIR— PIR GIR PIR 3 020 21 22 2n3 24 25 16 15 14 13 12 11 O O 9 O 9 O O g O 9 NOTE: 9 9 9 i iI 1.) ALL PRESSURE IRRIGATION TO BE INSTALLED PER NEW YORK L , IRRIGATION DISTRICT STANDARD SPECIFICATIONS. EXISTING PREVAIL �,I EXISTING PREVAIL EXISTING PREVAIL RI nru 2.) ALL PRESSURE IRRIGATION TO BE INSPECTED BY ENGINEER OF C) PHASE # 1 PHASE #2 PHASE #2 RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL INSPECTIONS. 3.) ALL PRESSURE IRRIGATION WILL BE OWNED BY HOME OWNERS ASSOCIATION. 4.) PRESSURE IRRIGATION BACK UP SYSTEM IS 2- 1" CITY OF MERIDIAN 1 DOMESTIC WATER SERVICE WAS INSTALLED IN PHASE 1 AND 1 DOMESTIC WATER SERVICE WAS INSTALLED IN PHASE 2. Q L_I_J n L�J n cn QN p N � U W uo Z 00 M J _ Q _ Q> CO V L O N W J 0- v Q N � c0 CD LLJ N (nQ Z m Y O J W W Q U O toZD 2 U V rm m Mo w o z � Q w Cl U cil L.L Cl C NA F� 1ST& �l Z 9412 7/16/21 pyq�S.oK IN���P SHEET C6 . 0 Lo N � I - X X X X X N -4 - - - OP X p p p E X 00 X X W E O 0 0 w z O — _ _ Q W p p — 0 30' 60' W — — — — — — — — — — — — — — — — — — — — — — — GIR E p p p E p p p EG p p t SCALE 1" = 30' J 58' 0 Gll��nn _ G GIR G 5+�n GIR nn Q Z GIR GIR GIR 37 +p'- - Id 4— Id 4— Id 4— Id 4— . 4— Id i— Id V Id 4 +PI`— + BLOCK 1 Q P- _ _ U U I w I � �P I —4�1 —4�I —4 Ff—4 P l--4�I=4� =4PI 4PI 4PI —4—P I 4� —4PI —4PI 4PI —�P I — — — 4 Imo—4 Pam— sc Z I I I rOTE:wII ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW � + K YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. Z -- -- I2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW � � CD— --— -- N YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF V 35 m RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL _ E. LIBERATOR CT. INSPECTIONS. CD I I I �� _ • N � N Q wI I I �g s s — e — — ■ — s — j — w • — �S 3.) ALL GRAVITY IRRIGATION WILL BE INSPECTED AND OWNED BY NEW w i / I A YORK IRRIGATION DISTRICT. Lu Q — / I I w ■ I ■ I ■ w I ■ i w ■ i w _■ I LL O n � Q I rn L.L w I I I 36 I I N w W o / I m KEYNOTES � OC) wlv CONNECT NEW 48" GRAVITY IRRIGATION PIPE TO MODIFIED GATE BOX. W I EXISTING INVERT = 2730.63. CONTRACTOR TO FILED VERIFY LOCATION O AND ELEVATION OF EXISTING GATE BOX. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD 2 MODIFY EXISTING GATE BOX. SEE DETAIL ON SHEET C6.2 W " � II I Q 0 U �A BLOCK 1 0 m I I I I I II I II I � 33 32 31 30 29 28 27 26 17 � W O Q C3 O GRAVITY IRRIGATION PROFILE n-� -0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 n-� NOTE: 1. ALL GRAVITY IRRIGATION BOXES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING SD-619 WITH NO SUMP. 2. ALL 48" PIPE TO BE RCP UNLESS OTHERWISE CALLED OUT. 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A C MINIMUM 2' OF COVER. MOUNDING MAY BE REQUIRED 2750 2750 FINISHED GRADE 2 0 EXISTING GRADE 2745 N � w o 00 Q00 LT� `� \ J c2 d N !ZIP\ / \ / CD 288.84 LF 48" RCP GIRR 0.09% m 294.62 LF 48" RCP GIRR 0.08% N w u EXISTING 48" GIRR CALCULATED CD a cn Z C> CD = 2740.08' I\ I / \ — — / oz o ^ _ c.� m 2740 — I \J 1 2740 V m LJ z L�j Q `�' L J 48" GIRR CALCULATED o v o LL- o INVERT = 2739.63 84" GIRR BOX1 6+17.27 0.0' GIRR BO 2 MODIFIED GIR BOX 1 3+21.91 .0' 0+18.71 1.0' L RIM 2748.0t Sip NA L F RIM 2747. t RIM 2745.7 48" IN 2740.14-E 0 �s T e 48" IN 273 .63-E 48" IN 2 39.88-E 48" OUT 27 0.14-W 48" OUT 739.88-W 2735 2735 9412 -0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 7/16/21 �yq�S oK IN���P SHEET C6 . 1 m 00 MODIFIED GATE BOX DETAIL L0 pox � — NTS / t W E O O . . / 00 � O 3 2LLJ / p // / 0 30' 60' W � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - � _ EG EG EGA G G G 5.82' 4.00' V ' p p p p p p�E _ pTq� p p p p p p p // / SCALE 1" = 30' J� �� �����0+00 \ ��\ mil\ EG�1\ .mil\ EG //mil ; c1 EG EG G / / V I� 1 7+99 GIR rzlnn GIR I GIR Q — — — —� GIR _ Oq cq = GIR GIR GIR / / 4PI -4PI — "" —4P1 �4PI J O 0 9.85' 180' 'Ld Ld /Q� 4PI —4�'I -4 F-4P1--4PI =4� =4PI -4PI 4PI =4PI4� 4IT 4 1�=4PI =�PI� -4�1 —� F�-4PI -4PI -441 -4-FT� Le^ @ �J 3 - - - - - - -I rOTE. ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. z�� O --- ---— — _ p 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW V CD IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF V KEYNOTES RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL v E. LIBERATOR LN. INSPECTIONS. Q O N 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND O EXISTING 24" PVC W/GATE. INVERT = 2740.08' • I I I I I �— OWNED BY NEW YORK IRRIGATION DISTRICT. w Q _■ I ■ ■ I ■ ■ I ■ I ■ ■ I w w ■ O OEXISTING 24" RCP. INVERT = 2739.60' LL I..IJ OCAST IN PLACE NEW WALLS. TIE INTO I m W EXISTING CONCRETE STRUCTURE AS SHOWN. I I I I I I C I KEYNOTES � � FOAND ECT NEW GRAVITY IRRIGATION BOX-4 TO EXISTING 30" RCP. W LATED INVERT = 2740.51. CONTRACTOR TO FIELD VERIFY LOCATION ELEVATION OF EXISTING 30" RCP. IF DISCREPANCIES OCCUR CONTACT NGINEER OF RECORD. W o BLOCK 6 0 m 17 18 19 20 21 22 23 24 � W O Q C3 O GRAVITY IRRIGATION PROFILE n-� 5+50 6+00 7+00 8+00 9+00 10+00 10+50 n-� NOTE: 1. ALL GRAVITY IRRIGATION BOXES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING SD-619 WITH NO SUMP. 2. ALL 48" PIPE TO BE RCP UNLESS OTHERWISE CALLED OUT. 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A C MINIMUM 2' OF COVER. MOUNDING MAY BE REQUIRED 2750 2750 FINISHED GRADE - - - - - - - _ EXISTING GRADE t - - - - - - -/ � � � N � - - - - �_ z � _ - - 2745 - - - - - - - - - _ = _ _ - - - - - - - - ' �\\ 2745 w o - - - - - - E ISTNG =D � o I 24\.1 LF 30" RCP N I GIRD& 0 0.00% °O 1 K' J JI 298.88 LF 48" RCP GIRR (� 0.09% 96.23 LF 48" RCP GIRR ® 0.10% I I I Q -`' 00N J!ZIP cn CD ui N uj H I I' I W W CJ O I, _ CJ I I o cn _ CD m 2740 2740 V m w o z � 1 Q w L J m = Q 72" GIRR BOX2 96" GIRR BOX-BOX 3 mu o � o 9+23.51 0.0' 6+17.27 0.0' RIM 274 .2t RIM 2748.0t 48" IN 2 40.42-NE S\�NA F 48" IN 2740.14-E 48" OUT 2740.42-W ��0 �S T e 48" OUT 2740.14-W 2735 2735 9412 5+50 6+00 7+00 8+00 9+00 10+00 10+50 61 7/16/21 S.oK IN���P SHEET C6 . 2