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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Monday, February 22, 2021 9:16 AM To:Charlene Way Subject:Development Application Transmittals - Sagewood West Subdivision FP-2021-0005 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Sagewood West Subdivision FP-2021-0005 th Hearing Date: March 9, 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: March 9, 2021 Planner: Joseph Dodson File No.: FP-2021-0005 Project Name: Sagewood West Subdivision Final Plat Request: Final Plat consisting of 53 detached single-family building lots and 7 common lots on 10.37 acres of land in the R-8 zoning district,by Civil Innovations, PLLC. Location: The site is located at 1335 W. Overland Road, between S. Linder Road and S. Stoddard Road, in the NW 1/4 of the NW '/4 of Section 24, Township 3N., Range 1 W. ETT Planning Division 1D1A `� �' HEARING APPLICATION D A IFi t3 Type of Review Requested Final Plat File number: FP-2021-0005 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicantname: BEN THOMAS, CIVIL INNOVATIONS, PLLC Phone: 208-884-8181 Applicant address: 1043 E PARK BLVD. STE.101, BOISE, ID 83712 Email: ben@civil-innovations.com Owner name: COREY BARTON Phone: Fax: 1977 E. OVERLAND ROAD, MERIDIAN, ID Owner address: 83642 Email: Agent name(e.g.architect,engineer,developer,representative): BEN THOMAS Finn name: CIVIL INNOVATIONS, PLLC Phone: 2088848181 Fax: Address: 1043 E PARK BLVD. STE.101 Email: ben@civil-innovations.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 1335 W OVERLAND RD Assessor's parcel number(s): S1224223190 Township,range,section: Project Description Project/ApplicationName: Sagewood West Subdivision Description of Work: Final Plat consisting of 53 detached single-family building lots and 7 common lots on 10.37 acres of land in the R-8 zoning district. 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0709 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: 1335 W. Overland Road Current Land Use: County Residential Total Acreage: 10.37 Prior Approvals(File Numbers): H-2020-0038 ZONING DISTRICT(S) R-8: CHECKED PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 01/18/2021 Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: Nampa & Meridian Primary Irrigation Source: Existing pump station Secondary Irrigation Source: City water Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 54,300 Minimum Square Footage of Living Area(Excluding Garage): 1200 Gross Density: 5.11 Net Density: 7.89 In Reclaimed Water Buffer: No In Flood Zone: No PLATS ONLY Number of Building Lots: 53 Number of Common Lots: 7 Total Number of Lots: 60 If secondary access has already been constructed with previous phase,please Roads in this subdivision connect to three existing explain.: public streets Minimum Lot Size: 4985 Average Lot Size: 5514 Area of Plat: 10.37 Plat Date(MMIDD/YYYY): 01/15/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Acres of Qualified Open Space: 1.25 Percentage of Qualified Open Space: 12.05 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 QUALIFYING SITE AMENITIES Public Art: CHECKED Children's Play Structure: CHECKED Walking Trails: CHECKED Other Qualified Site Amenities: Tot lot (climbing boulders) APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Ben Thomas 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 5 6VI , 1tJNJOVA of i6r, eue 1043 E. Park Blvd. Ste. 101 Boise, ID 83712 Phone: (208) 884-8181 www.civil-innovations.com January 15, 2021 Joseph Dodson City of Meridian Planning Department 33 E. Broadway Ave., Ste. 102 Meridian, ID 83642 Re: Sagewood West Subdivision— Final Plat Dear Joseph: Please find enclosed final plat application for Sagewood West Subdivision. This project consists of 53 single family buildable and 7 common lots on 10.37 acres in the R-8 zone. Proposed amenities include a pathway along the Hardin Drain, boulder play area, and a seating area with public art. Details are provided on the enclosed civil and landscaping plans. Statement of Conformance This final plat is in conformance with: (1) The uses and layout as shown on the approved preliminary plat; (2) The use requirements and provisions of the UDC; and, (3) Acceptable engineering and surveying practices and local standards. Applications/Development Agreements applicable to this application Annexation/Preliminary Plat H-2020-0038 Development Agreement Inst. # 2020-178122 Annexation Ordinance 20-1908 (Inst. # 2020-178118) Please let us know if you have questions or require any additional information. Sincerely, (3e vv T'hoinow Ben Thomas, PE ADA COUNTY RECORDER Phil McGrane 2019 = 113632 BOISE IDAHO Pgs =4 BONNIE OBERBILLIG 11 /14/2019 02@58 PM FIRST AMERICAN TITLE AND ESCROW COMPANY $ 15 . 00 AFTER RECORDING MAIL T0 : Corey Barton 1977 E . Overland Road Meridian , ID 83642 ELECTRONICALLY RECORDED Da NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT ! S NOVV INCORPORATED AS PART OF THE ORIGINAL DOCUMENT. WARRANTY NEED File No . : 4101- 3224670 (TD) Date : November 12, 2019 For Value Received, Dennis M . Johnson and Jeanette L, Johnson, husband and wife as to Parcels I and II; Dennis Johnson and Jeanette Johnson, husband and wife, as to Parcel III, hereinafter referred to as Grantor, does hereby grant, bargain, sell and convey unto Corey Barton, a married man as his sole and separate property hereinafter referred to as Grantee, whose current address is 1335 Overland Road, Meridian, ID 83642, 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 1 : A PARCEL LOCATED IN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 3 NORTH , RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS : COMMENCING AT A 5 / 8 INCH DIAMETER IRON PIN MARKING THE NORTHWESTERLY CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER FROM WHICH A 1 / 2 INCH DIAMETER IRON PIN MARKING THE NORTHEASTERLY CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER BEARS SOUTH 89034'42" EAST A DISTANCE OF 1327 . 74 FEET; THENCE SOUTH 89 ° 34'42" EAST ALONG THE NORTHERLY BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 800 . 09 FEET TO A POINT; THENCE LEAVING SAID NORTHERLY BOUNDARY SOUTH 57°46'04" EAST A DISTANCE OF 91 . 06 FEET TO A 5 / 8 INCH DIAMETER IRON PIN AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 57 ° 46 '04" EAST A DISTANCE OF 233 . 65 FEET TO A 5 / 8 INCH DIAMETER IRON PIN ; THENCE SOUTH 0° 26 '18" WEST A DISTANCE OF 863 . 36 FEET TO A 5/ 8 INCH DIAMETER IRON PIN ; THENCE NORTH 77046'58" WEST A DISTANCE OF 40 . 57 FEET TO A 5 / 8 INCH DIAMETER IRON PIN : THENCE NORTH 66002"58 " WEST A DISTANCE OF 217 . 50 FEET TO A 1 / 2 INCH DIAMETER IRON PIN ; THENCE NORTH 202618" WEST A DISTANCE OF 396 . 57 FEET TO A 1 / 2 INCH DIAMETER IRON PIN ), Page 1 of 4 Warranty Deed File No . : 4101-3224670 (TD) - continued Date: 11/ 12 / 2019 THENCE NORTH 2000`07 " WEST A DISTANCE OF 178 . 06 FEET TO A 1 / 2 INCH DIAMETER IRON PIN; THENCE NORTH 1050002" WEST A DISTANCE OF 147 . 27 FEET TO A 1 / 2 INCH DIAMETER IRON PIN ; THENCE NORTH 0035'25" WEST A DISTANCE OF 167 . 30 FEET TO A 5 / 8 INCH DIAMETER IRON PIN; THENCE SOUTH 89034`42" EAST A DISTANCE OF 41 . 38 FEET TO A 5 /8 INCH DIAMETER IRON PIN; THENCE NORTH 000735" EAST A DISTANCE OF 3 . 00 FEET TO A 1 / 2 INCH DIAMETER IRON PIN; THENCE SOUTH 89034'42 " EAST A DISTANCE OF 35 . 53 FEET TO THE POINT OF BEGINNING . PARCEL 22 A PARCEL OF LAND IN THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 3 NORTH , RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO; MORE PARTICULARLY DESCRIBED AS FOLLOWS : COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 13, 14, 23 AND 24, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN; THENCE SOUTH 89054' EAST ALONG THE SECTION LINE COMMON TO SECTIONS 13 AND 24, 800. 20 FEET; THENCE SOUTH 58005" EAST 324 . 7l FEET TO THE REAL POINT OF BEGINNING; THENCE SOUTH 581105 ' EAST 298 . 90 FEET; THENCE SOUTH 01016 ' WEST, 795 . 75 FEET; THENCE NORTH 77045 ' WEST 261 . 94 FEET; THENCE NORTH 01016 ' EAST 898 . 22 FEET TO THE REAL POINT OF BEGINNING . PARCEL 3 % PARCEL 3 OF RECORD OF SURVEY 5800, RECORDED MAY 1 , 2002, AS INSTRUMENT NO . 102050604, BEING A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 1 WEST OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS : COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN ., THENCE NORTH 0041' 54" EAST 1753 , 86 FEET ALONG THE WEST LINE OF SAID NORTHWEST QUARTER TO A POINT, THENCE NORTH 90000'00" EAST 710. 62 FEET TO THE REAL POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 65034' 34" EAST 351 .89 FEET TO A POINT; THENCE SOUTH 77018134" EAST 300. 01 FEET TO A POINT ON THE EAST LINE OF THE WEST HALF OF SAID NORTHWEST QUARTER; THENCE SOUTH 0046 ' 51 " WEST 30 .41 FEET ALONG SAID EAST LINE TO A POINT; THENCE NORTH 77018 '34" WEST 313 . 84 FEET TO A POINT•, THENCE Page 2 of 4 I � Warranty Deed File fro. : 4101-3224670 (TD) .continued Date: 11 / 12/ 2019 NORTH 60 ° 3434" WEST 351 . $9 FEET TO THE REAL POINT OF BEGINNING OF THIS DESCRIPTIOM, APN : S1224223240; S1224223190 & S1224223260 TO HAVE AND TO HOLD the said premises, with their appurtenances, unto said Grantee, and to the i Grantor does hereby covenant to and with the said Grantees heirs and assigns forever. And the said y Grantee, that the Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U . S . Patent reservations, restrictions, easements of record and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Page 3 of 4 APN ; Warranty Deed File No. . 4101 -3224670 (7D) Continued bate: 11 / 12/ 2019 Dennis M . Johnson 1 Jeanette L. Johnson STATE OF Idaho ) ss. COUNTY OF Ada ) This record was acknowledged before me on November 12, 2019 b ennis M . John5i�- anq Jeanette L. Johnson . � r " St a of Notary P l is HAILY 3C�5SPW My Commission Ex p re ptember 25, 2025 OOMMISSION #62 NOTARY PUBLIC STATE OF IDAHO W 00MMISSION EXPIRES 09/25/2025 Page 4 of 4 ,.. . . - i -u iroc .r, .. . :-. •, .. _ r p Ili 4�!?� ¢I •: �. . • .:e` j l Corey Barton - Parcel #'s: S 1224223190; S 1224223240 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, COrem `1 E. Dyer kl)d /W (name) (address) Nevi d i an -gn'ko (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: Civil Innovations, PLLC 1043 E. Park Blvd. Ste. 101 Boise, ID (name) (address) to submit the accompanying application(s)pertaining to that property. 2. 1 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 rA -ram ,20�-O Signature) SUBSCRIBE, is% Q before me the day and year first above 'tten. fC1�i1iSSI01lI (Notary Public for Idaho) EXl�il�86 S 2g22 n f so Residing at: / VG-lyLpe,OF�� ee�� My Commission Expires: ffi Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 NNnvw.meridiancitv.orzlplanniug ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: September 17, 2020 Final Plat RX Project Name: Sagewood West Sub T/R/S 3N1W24 Parcel Number(s): S1224223190, S1124223240 Project/Plat Applicant: Civil Innovations Phone No: 208-884-8181 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT W DAVENPORT ST W FLOWER GARDEN ST S SEAGRASS AVE S STODDARD RD W OVERLAND RD S LINDER RD v v v v +� > a a N o v o v 0- Proposed Street Names: U Q o ; cc Comments S BROOK TROUT AVE B Aligns better with Existing Seagrass.Change to S Seagrass Ave. 1 2 W DAVENPORT ST X 3 S GRAYLING AVE X 2 W FLOWER GARDEN ST X UNNAMMED SEGMENT E Add proposed S Seagrass Ave to show continuation to 4 intersection. 5 H - PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace S BROOK TROUT AVE with S SEAGRASS AVE Add proposed S SEAGRASS AVE as annoted on plat Correct existing W FLOWER GARDEN RD to W FLOWER GARDEN ST Correct existing STODDARD RD to S STODDARD RD 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 E o S >treet g r o M. v� r CourtU/ wh W Ruddy 1 d Gj N @ > o °nke O Drive 1 1 O ch Q o r . }__ ' r/ve aC I . q 1 1------- '°` W Verbena Drive �Ja coti � wVer Q be NOT A PART Q) � U) ) J Cksnipe na Drive o o .u U " " J U m p In W Silver Or/fie 'T .� .- U) cn U Salm°n Drive 2 > t D Q> � W Jacksnipe Drive cn ! - W13 WB 84 ,m On Ramp 84 On Ramp EB 84 1 1 _ 1 � _� 1 B 84-Off Ramp— _. 1 1 (y I Y 41iFF F - 1 1 f ti €- �.. i -1•., 1 err '., cn 1 RIB a -p 1 ; `� vr � 1 1 __ r.. - - , ',_ 1 T^ ra�. �.'"- '^. 1 �' rr;�s,; F 2'-' i '. .�r* t yMC..� - .: _ �►�g ,Sa Up 1 1 1 M 1 1 "•1"' 1 1 . 1 ' 1 1 1 1 1 1 / J - ;f 1 1 1 •— � n I 1 'h 1. -- A 1 �W r�dk - " 1 - e _ W Overland Road '"`- _ W Flower S� Garden - !,�` A �G� Street �` _�� 1 tv `� a'. i p 1 C) > 1 ',, 1 . J .,, 1 �c o ¢ it + 1 ;;�i 1 k 1• ' W Davenport t- r- -,. Davenport 3N1W23 i o Street ;o W Davenport Street Court ----1 1 o �---------- •- *-----------+---• > "' _ - 3N1W24 CO 1 ' -6 Q / a C WAmen'4 Fork Drive J � 4 a wElias Drive ; ; o W Elias Street -Q S\Ge G(i cn / l in U) ac i �T.lea � �V l ' v� �. r ,.. Pie W Wood Q Omber��a ? C°astai o I °o 1 p - -a, e W Wood _ � w o /ve �� o� a --+ ----------+ s m.. ,Street W Caldery 1 Drive .c a) Chi ? _ CO alai is 0 1 i m - Mir; , cn �. N Street 1 1 r Dr. a 1 1 W Calderwoo -Chi o > o �c , m ----------- >) k a s Street s o C Or ve ' r N � a U)IF,4 hr/stop her 0 1 W Christopher Street �z —MIN 7 C r/ve Ong' ; N •.,` aet y� i r cA O/ds o ° 1 n W Gel e {------------ -----------+--- -- —r i RiverO - �Ny -----� This map is made from data copyrighted by Ada County.Ada County shall not be liable for > ADA COUNTY ASSESSOR inaccuracies or misuse of this map. Maps ��' Land Records Division bearing this disclaimer maybe photocopied freely. Geographic Information Systems 1 inch - 600 feet However,use in any digital form requires the s 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 PLAT SNOWING BOOK PAGE SCALE SAGEWOOD WEST SUBDIVISION s° 4I � JB° I LOCATED IN THE NW114 OF THE NW114 OF SECTION 24, T. 3 N., R. 1 W., B.M., (FEET) CITY OF MERIDIAN, AOA COUNTY, IDAHO PLAT NOTES I INCH= 2020 I.EASEMENTS A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS HEREBY RE5ERVEO ALONG THE FOLLOWING: -TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY OR AS DEPICTED UNPIATTED BASIS OF BEARINGS -TEN(10')FOOT WIDE ADJACENT TO PUBIC RIGHT OF WAYS OR AS]DEPICTED N W3442'W 2655.64' -THERE(3)FOOT W70F ADJAMV7 70 EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED 1 13 F. OVERLAND ROAD A PERMANENT EASEMENT FOR PRESSURE MRICAT70M IS HEREBY RESERVED ALONG THE FOLLOWING; CMFO107153515 :S 9f W�16 COR,5EC.24 1327.n N114 CAR.SEG4 -TEN(ID)FOOT WME ALONG SUBDIVISION BWNDARY AND REAR LOT LINES OR AS DEPICTED _ - - - - - _ - - - PLS 8961 ^— A I .FIVE 5')FOOT WIDE AWACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED LI 'e CPBF010&IO W9 CP&FJ107AW.5 Correct to LOR AG� OFE�"OMAGRI�� SOAR TO FARM IOAN� iS Stoddard a rd Rd. LL BE OR BECOMEA NUISANCE,PRIVATE OR PUBIC;BY ANY a ANGFD CONDITION I [ THE SIIRROUNUING",AGRICULTURAL ACTIVITTEs AFTER IT LiA6 BEEN IN •�� g MORE THAN ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR OMMISION DNP1dTT8D �� WAS NOTE NUKANCE AT THE TIME 1.7 BEGAN OR WAS CONSTRUCTED.THE PROVLSIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT [ Lij OPERATION OF AN AGRICUI.TWLAL OPERATION,AGRICLO TURAL FACILITY OR 01PANSION THEREOF.' N o I SACEWOOD SUBDIVISION 3.ANY RE5A,rBD11RS10N OF THIS PLAT SMALL COMPLYTH THE MAST RECENTLY APPROVED I o I 10 ,ip6pgd BLOCK 1 M1 LEGEND WITH SUHDWISILW STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESLIBOMSION. HK 11 a, PC 15040 51WAISION BOUNDARY LINE LraT5TIA'G DEED D.4 LOT LINE 4.MINIMUM BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE I ?S IN COMPLLANCE WIIH THE CITY OF BOISE APPLICABLE ZONING AND SUBDIVISION RESWATION� -6• —_� LLFNTERfINE LWLES5 0THERWISE APPROVED BYAVIDi9-0ATM,A THE 77ME OFI59UANCE OF Ak'IMDb AL SECTIONAL LINE BUILDING PERMITS. g I UNPIATTBD o 7 •`- _ LOTLINE 5.k0 HOMEOWNER SHALL A7 ANY TIME FILL OR 08STLRlIC7AGlD DITCHES OR SWAfPS. 12 ® FOUND W REBAR/CAP PLS 5082 OR AS NOTED MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING,A LOT 15 THE RESPONSIBILITY OF I 6 •�- FOUNO 112-RE9AR/CAP PLS 7323 THE LOT OWNER,UNLESS SUCH RE9V%SJBILTTI'IS AW)MM BY AND IRRJGATIO"RAINAGE I I T1 Blom ��'. © SET W RER&A(CAP PLS 21574 ENTITY' 5 ■■ �1 13 rlr A- 1 6.LOTS II,12 AND 27 BLOCK 1,LOTS I AND 10,BLOCK 2,AND L07S I AND I0,BLOCK 3 ARE FOUNDRESERVED AS COMMON LOTS SWELL BE OWNED AND MAINTAINED BY THE SAGEWOOD WEST 4CAP 111L1 I '•}� .578"REBAR/NO CAP 55 5l/BDMSId4 F NEOWNERS ASSOCIATION.THESE LOTS CANNOT REDEVELOPED FOR y4. PUD(ID CAP ia$1fAa — _ 0 SET S/B"REBAVGAP AS 1I574 RESIDENTIAL PURPOSES IN THE FUTURE. 1 r T ® CALCULATED POINT 7.THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2 1 BLOCK I I I J LOTNLWaER 8,A PORTION OFLOTS J8-20,BLOCK 1,A PORTION OFLOTS 1,5$BLOCK2AND A PORTION OF '• I ® LOTS 4-5,BLOCK ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE ACHD ROW DEDICATION SYSTEM.THESE LOTS ARE ENCL04BERE0 BY THE ARSTAMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT INSTRLIMENT NO%Xx7!ADA COUNTY RECORDS,AND 15 INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FLU(THE"MASTER [ EASEMEM'}.THE MASTER EASEMENTAND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATE] TO ADAD PURSUANT TO SECTION 40-23W IDAHO COVE.THE MASTER EASEMENT IS FOR THE �1 19 Correct to OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. t6 FLORKR GARDEN ROAD - - W Flower Garden St. 9-IRRI[vIT7ON WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION;IN r�. COMPLI NCF WITH IDNTO CODE 31-.3805(b).LOTS WTDIIN THE SUBOMSION WILL BE EN7TRED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA I z 1 12 M 2 ' I r — — I MERIOLANIRRIGATION. 1 t 2 1 I (OMRS m)THAT PERTAIN TO THIS DEVELOPMENT,TO BE Fn AND RECORDED IN THE ADAA[ CI i7 3 COUNTY RECORDER'S OFFICE.Continue as S Seagrass Ave. 1 i8 a1 11 19 t--� 16 q 1 wl I o ' of I w UNPIATTHD 11 I I I 44 20 r5 5 ;- n; a— SURVEYORS NARRATIVE 5 i 1 Io(xx K 1� 2I 14 6 I - 1 I MA I o-ii 6 i� I i 22 13 7 REFERENCES sAGBxaoD SUBDIVISION r I BLOCK 4 _ - RI)FALL CREEK MEADOWS SUBDIVISION NO.1,BOOK 119 OP PLAM PAGES 170*46 99 1 1 J BK 110, PG 15046 R2)FALL CREEK MEADOWS SUBDIVISION NO.2,BOOK 115 OF PLATS,PAGES 17181.86 Ni I R3)SAGEWOOO5VBOTW5fON,BOOK 110 Of:PLATS PAGES ISM-48 I21 R4)RECORD OF SURVEY NO 8220,TEST-NO-108014233 &LOCK-1 I I AS)RECORD OF SURVEY NO 7524,1NST.NO.106I-76" 8 R6)RECORD OF SURVEY NO 10894,IN5T-NO 2017-040685 L I 0)WARRANTY DEED PAST.NO.894MI3 S RS)qurramm INST.NO.I�D34109 � 1 RR)WARRANTY DEED POST,NO,20180TI60 E PL511334 S��, BLOCK 2 I 9 11574 OF SEE SHEET 3 OF 5 FOR LINE AND CURVE TABLES ✓��DUEXG 4 �6I BOCK! DAVENPORT ST 'Q 26 -- 1T. DAVENPORT 5'tR66T - - ---� a. Add proposed '�, 1� f — — I— - 2030 S. WASHINGTON AVE. S Seagrass Ave. 1 BLOCK2 ' I HInAc�x�D2n svaDlv[SIaN EMMETT, {OS 3�48-gI36�17 FALL CREEK MEADOWS SUBDIVISION NO. L 4 5 BK 110, PG 1584E BLOCK 1 ! _ � �raar FAX{Za8)398-8105 BK 114, PC 1703E C'BFI3.W I&-0D9ss3 r � N� 5� . 313 ` '7 " No CAP S 00 19,18"W I� 27 — Ga./d 5urve / LGG 29.74' WWW.SAWTOOTHLS.COM 0FALL CREEK MEADOWS SUBDIVISION NO. 2 r BLOCK s SHEET: DATE: DRAWN 8Y: CHECKED 8Y.• 7#�o20DWG#: BK115. PG 17180 + 1 OF5 912020 AM ]B 20I7 120017-FPP Street Name Evaluation Response Sheet Subd►visionlJurisdktion: Sagewood West Sub/Meridian Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer] 4 Ada County Development Services Approved with Comments I think it makes more sense to continue Seagrass rahter than Brook Trout b/c Brook Trout is north of the freeway 5 Meridian Fire No ResponselDefer 6 City of Meridian Approved with Comments Agree with continuing Seagrass 7 No Response/Defer $ No Response/Defer 9 No Response/Defer 1043 E. Park Blvd.Ste. 101 Boise, ID 83712 Phone: (208) 884-8181 www.civil-i n novations.com January 15, 2021 City of Meridian Planning Department 33 E. Broadway Ave., Ste. 210 Meridian, ID 83642 Re: Sagewood West Subdivision To Whom It May Concern: I herby certify that the finished grade street centerline elevations shown on the design plans that accompany the final plat application for the subdivision referenced above are a minimum of three feet above the highest established normal groundwater elevation. Sincerely, ® N i Ben Thomas, PE Q° SAGEWOOD WEST SUBDIVISION i MERIDIAN,IDAHO-2021 NORTH W. OVERLAND ROAD PROJECT SITE AGEWOOD WEST BDIVISION c a O � o a c � z In LLLU oa a y O o O O 1-- y y kp��AFSr PROJECT NO. VICINITY SAGEWOOD WEST SUBDIVISION DWG FILE VICINITY MAP DESIGNED BY BT MERIDIAN,IDAHO CIVIL INNOVATIONS, PLLC DRAWN BY JTA 1043 E.PARK BLVD,STE 101 CHECKED BY BT BOISE,ID 83712 ISSUE DATE 01/18/2021 PHONE:(208)884-8181 SCALE ASSHOWN VICINITY MAP www.eivil-innovabons.com SHEET 1 OF 1 - - ------- SAGEWOOD WEST SUBDIVISION 2020 PRELIMINARY PLAT W.OVERLAND ROAD — — N0007'35"E 3.00' MERIDIAN , IDAHO S89034'42"E 41.38' C) S89034'42"E 35.53' LEGAL DESCRIPTION � A PORTION OF THE NW 1 OF THE NW 1 OF SECTION 24, T.3N., R.1W., B.M. y 8.93' 22.63' 4 4 95.97' d BOISE MERIDIAN, ADA COUNTY, IDAHO r LU 00 ♦ \ QQ Z C/�CD I 11 ♦ \ \F� �`� �OQP o OD ; co o U 1 25,892 SF `♦ \\ \ �QQ QO J 00 °0 > 1 soon, ♦` F� �o \ �� °° 0 0 0 UNPLATTED Y N0035'25"W 167.48' 1 V o 6000, \ \ \ ^ 0 LUm zo h ♦ F� S57°46 04 E 532.56 c0 _ 5'WIDE PAVED PATHWAY I 10 o Sp \ \ \ , CD SF o 0 00- 4sz F� r W.OVERLAND ROAD Z 1 11.17' 9 Sp ♦` NO OVATIONS PROJECT ITE 6,175 SF ho 00 \ SO n' ♦♦ ec 60 30 0 60 120 h oo 8 `i \ SAGEWOOD S SUBDIVISION Shop, 7 ♦` HORIZONTAL SCALE IN FEET 12 7.89' \ 5,121SF ` � Ec� � \ � £c\ I � 0° Sp pp ♦♦ � � \ I\ 3,310 SF 3g3s 16.91' 35.94' �° 6 `♦ ec\ \ 0 o a 5,000 SF oo �8)S ♦` I BLOCK 1 82, � sss, oo 1 5 ENGINEER DEVELOPER W a 13 $O 5,000 SF 22.47 52,g8, N1°48'29"W 147.07' 8,61 op, p° 0 40•56, I CIVIL INNOVATIONS, PLLC SOUTHPOINT ESTATES, LLC o 4 °��' "' ♦ CONTACT: BEN THOMAS P.O. BOX 6385 ce H� O v 7.02' 9j 078 SF 48.00' 5, 1043 E.PARK BLVD.STE. 101 BOISE, ID 83707 Sp y 8y 1 00 1, BOISE, IDAHO 83712 i \26.07' 101.61' 3 11ti PHONE: (208)884-8181 ' ° Spoo 5.796 SF VICINITY MAP NaL 23.9T 5,698 SF �� o �'� \.� 7,6424 SF BLOCK 1 I w NOT TO SCALE G' 2a' l PISTE l 15.44' w UNPLATTED 1 131.64" 10.12' 26.70' �4 � 1 \FH 23.43' 8,562 SF c l 10 Willi szs� I �� 0 �� o I o 15 CD c 10,567 SF 1 6,358 SF 3.58' 37.17' r8ggs 19.01' �� '4 99.82' �\ 67.61' f�MI 0 F 123.54' 5.27' PRELIMINARY PLAT DATA PRELIMINARY PLAT NOTES N PCD I� o 11 0 BLOCK 2 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED 0 16 0 5,000 SF 17.78' TOTAL ACRES 10.38 AC ZONING BY CONDITIONAL USE PERMIT. N20152W 178.11 �101 � o 0 0 6,124 SF o 0 o I EXISTING: RUT PROPOSED:R-8 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. w 1 114.99' (0 to c I PUBLIC RIGHT-OF-WAY 2.26 AC i o 100.00' 4.70' o M o RESIDENTIAL AREA 6.71 AC MINIMUM LOT SIZE(SF) 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE S o RE SUBDIVISION. w W 121.40' 12 10' OPEN SPACE/COMMON LOT AREA 1.41 AC SINGLE FAMILY 4,914 SIF o z 0 0 9 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT cc o 1 O 12 0 5,406 SF 49.85 AVERAGE LOT SIZE DRAINAGE,UNLESS OTHERWISE DIMENSIONED. o ¢ C° 1 0 17 00 "' 5,000 SF o� z > 01 6,017 SF ' 20 91' 10 10.17' OPEN SPACE SINGLE FAMILY 5,515 SF 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES, w Q z 36.08' �92 23' AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS zo z r 869 SF TOTAL OPEN SPACE 1.41 AC ARE AS SHOWN. " o 100.00' 101.19' 23.36' o I TOTAL OPEN SPACE PERCENTAGE 13.58% RESIDENTIAL GROSS DENSITY(Du/Ac) 5.11 CD v 119.26' 17•14� 9 o I 6. IRRIGATION WATER WILL BE PROVIDED BY NAMPA AND MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE � c� � 3.95' o 0 1.56' c QUALIFIED OPEN SPACE 1.25 AC z o 4,914 SF "' SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA AND MERIDIAN IRRIGATION DISTRICT. o 0 0 o z o Q rtg� 13 0 $ , 1.85' QUALIFIED OPEN SPACE PERCENTAGE 12.04% 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS = C o 18 0 �' 5,000 SF 5,007 SF o w > 1 5,902 SF "' M 32.971 100.00' 1 ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. } w cc c o 16.36' TOTAL LOTS 60 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR a o z N 100.00' 100.00' o $ o I EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL o� w o 0 116.77' o o SINGLE FAMILY LOTS 53 0 G o 0 0 "' 5,000 SF ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS C z C) ccq 7 0 1 COMMON LOTS 7 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY cD mLU o 19 o O° "' 5,00 SF o 5,000 SF 1 AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." o 5,776 SF "' h 100.00, 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. z J 47.00' 10. LOTS 11,12 AND 26,BLOCK 1;LOTS 1 AND 10,BLOCK 2;AND LOTS 1 AND 10,BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SUBDIVISION �w ¢ o 33.00' 100.00, 100.00, 0 7 0 � 1 114.25' o o I HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT LU co 1 0 0 0 "' 5,000 SF 1 ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. z a ,0 15 0 6 0 11. LOT 12,BLOCK 1 IS A COMMON DRIVEWAY LOT FOR THE PURPOSE OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC o I o 20 0 5,000 SF 5,000 SF "' 11-6C-3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 lbs. 5,650 SF "' 100.00, 1 1 100.00, 100.00, o0 0 1 111.73' CD 6 0 —SO°26'18"W 759.66' 0 0 0 5,000 SF 0 0 0 16 0 5 0 1 0 21 6 ' 5,000 SF 5,000 SF "' W SAGEWOOD a > 1 5,524 SF 100.00, 100.00' 1 SUBDIVISION o 0 o — r 100.00' 100.00' g o o = _ 109.21' CD o o c Q "' 5,0 0 SF o�1 °C 47' CD 17 4 CA N2°25'32"W 396.59' -1 a o I � ,� o � CD 22 5,000 SF 5,000 SF "'CD CD2 5' 33' 5' 2' I 5,398 SF vs I 100.00' SIDEWALK SIDEWALK 47.00' M 2' 14.5' 14.5' 2' Q 100.00, 100.00, o v o 1 106.69' 33.00' 0 4 0 1 0 0 0 "' 5,000 SF m 0 18 0 3 0 23 00' "' 5,000 SF "' 5,000 SF c" 3 ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD I 5,272 SF to 100.00' r MqX SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 1 1.75% 2% 2% 1.75% p F- 1 Q Q J 100.00' 100.00' 0 3 0 l 3'1/�j 104.17' , � c 0 o c to co5,000 SF I Cr, 0 2 24 T L J 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER z Q 1� v 5,000 SF 5,000 SF V z 1 5,147 SF 100.00, 1 (SP-3,0.50 INCH(/ ACHD SUPPLEMENTAL DWG.SD 709")MIX,PG 58-28) Q — 4"OF 3/4"MINUS CRUSHED GRAVEL LU 0 8.86' 1p I 4"OF 3/4"MINUS CRUSHED GRAVEL BASE _ J ' 100.00' 100.00' `D 2 c NOTE: EXTEND ROAD BASE MATERIALS � w ` BLOCK 2 b •I c 6"MINUS PIT RUN 6"PAST CURB AND GUTTER TYP. 101.97' 1 00 4,986 SF 1 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ( ) LU 52.48' 72.20 10,655 SF 28.28' "' I 1,280 SF COMPACTED STABLE SUB GRADE 2. NO TOLERANCES WILL BE ALLOWED ♦ 1 0 25 7.55' 94.66' I Q 74.31' 14.66' S66°01'34"E 134.28— . B5,304 LOCKFI \ 14.24' l . 35.04' 20.73' TYPICAL LOCAL STREET SECTION (ATTACHED SIDEWALK) O ♦ NOT TO SCALE \ 114.06' 31.82' o o W.DAVENPORT ST. 0 0 �♦ 326 55.22' �o - _ o S3 cn co c 26 u' ♦ 8,951 SFLU r ° ` 50.00' ' � 50.00' ' 50.00'' 50.00'" 50'RIGHT-OF-WAY CD N61 03 23 W 351.87� ♦ \/ 2.04' o 36 8'ACHD SIDEALK EASEMENT CD 14.24' 8'ACHD SIDEALK EASEMENT a ♦♦ � 94.38' � �� 2' 5' 8' 2' 16' 16' 2' 8' 5' 2' 23 FALL CREEK MEADOWS `♦♦32 1 oO Cl! i t I SIDEWALK SIDEWALK V O OO N °p I SUBDIVISION NO. 1 5,733 SF 2 2Sg3, 5,131 SF 3 4 5 ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 2514, 29.66' 5,653 SF 1 SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702 6,175 SF 6,699 SF 1 rM4. SEE PLAN SHEETS FOR LOCATIONS)) (SEE PLAN SHEETS FOR LOCATIONS) �MpX• Q -4.30, (1.75% 2% 2% °2/° 2% 1.75% 3 PROJECT N0. 20 0115 SW y �1.08, BLOCK 4 51.08' D~ - 9 3. 1 r DWG FILE PRE 0 3. M Mgk y/ N77°45'27"W 313.88' �/os SO11918 W 29.74 5"THICK CONCRETE SIDEWALK PER DESIGNED BY BT 5120, 0 5"THICK CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL DETAIL SD-709 ACHD SUPPLEMENTAL DETAIL SD-709 DRAWN BY BT / 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALS NOTE: CHECKED BY BT FALL CREEK MEADOWS 6"PAST CURB AND GUTTER(TYP.) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ISSUE DATE 04/22/20 SUBDIVISION NO.2 2-1/2"ASPHALTIC PAVEMENT 2. NO CROSS SLOPE ALLOWED ON LANDINGS HORIZ.SCALE AS SHOWN (SP-3,0.50INCH(1/2")MIX,PG 58-28) TYPICAL LOCAL STREET SECTION (DEATTACHED SIDEWALK) 3. NO TOLERANCES WILL BE ALLOWED 4"OF 3/4"MINUS CRUSHED GRAVEL W DAVENPORT ST,S.SEAGRASS AVE. VERT.SCALE AS SHOWN 6"MINUS PIT RUN COMPACTED STABLE SUBGRADE PRE SHEET 1 OF 1 D:\Civil Innovations Projects\2020\20-0115-SageWest\200-Construction Drawings\204-Preliminary Plat\20-01 1 5-SW-PR ELIM I NARY PLAT.dwg PLAT SHOWING BOOK , PAGE SCALE SAGEWOOD WEST SUBDIVISION 80 ° 40 80 160 LOCATED IN THE NW114 OF SECTION 24, T. 3 N., R. 1 W., B.M., (FEET) CITY OF MERIDIAN, ADA COUNTY, IDAHO PLAT NOTES 1 INCH=80 FT 2021 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS HEREBY RESERVED ALONG THE FOLLOWING: -TEN(10)FOOT WIDE REAR LOT LINES OR AS DEPICTED BASIS OF BEARINGS UNPLATTED -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTED S 8903442"E 2655.64' -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED 14 ,13 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE W. OVERLAND ROAD 2.3 24 PLS 5291 800.09' --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- o --- --- --- --- ' ti --- --- - FOLLOWING: CP&F#107153515 ss�9l p6, W1/16 COR.SEC.24 1327.7T N114 COR.SEC.24 -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED FND 1/2"REBAR/NO CAP s�6, I p , PLS 8961 PLS 5291 -FIVE(5')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED REPLACED W/5/8"REBAR/CAP PLS 11574 g F ; CP&F#108106004 CP&F#107153516 _ _ _ o L1�N o L3 0 q 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, I F WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION - A THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN I rEi1 OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION UNPLATTED WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION I r\ THEREOF." Ln 1 ` SS 06' 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SAGEWOOD SUBDIVISION LEGEND BLOCK 10 1 SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. n BLOCK°o( �g6� � El, BK 110, PG 15846 SUBDIVISION BOUNDARY LINE S — — — — — — EXISTING DEED OR LOT LINE 4. MINIMUM BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE z 1 9 o \��S�S o IN COMPLIANCE WITH THE CITY OF BOISE APPLICABLE ZONING AND SUBDIVISION REGULATIONS, \6 ul —- - -— CENTERLINE UNLESS OTHERWISE APPROVED BY PUID19-00029,AT THE TIME OF ISSUANCE OF INDIVIDUAL 8 �� --- --- SECTIONAL LINE BUILDING PERMITS. UNPLATTED o 7 \�� LOT LINE 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. 12 NNI% @ FOUND 518"REBAR/CAP PLS 5082 OR AS NOTED MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF Ix '~ 6 THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE Wq I �I Q FOUND 112"REBAR/CAP PLS 7323 ENTITY. BLOCK 1 REPLACED W/518"REBAR/CAP PLS 11574 a �1 5 \13 � cv ❑ FOUND ALUMINUM CAP 6. LOTS 11 AND 12,BLOCK 1,LOTS 1 AND 10,BLOCK 2,AND LOTS 1 AND 10, BLOCK 3 ARE vi �I RESERVED AS COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE SAGEWOOD WEST 4 FOUND BRASS CAP ', FND 5/8"REBAR/NO CAP SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS CANNOT BE DEVELOPED FOR 1 ',4 SET CAP PLS 11574 SET 518"REBAR/CAP PLS 11574 RESIDENTIAL PURPOSES IN THE FUTURE. 3 1 T_ _ 0 CALCULATED POINT 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. I 14 BLOCK 1 I 1 LOT NUMBER 8.A PORTION OF LOTS I8-20,22-24,BLOCK 1,A PORTION OF LOTS 1,5-8, BLOCK 2 AND A 1 1 PORTION OF LOTS 4-5, BLOCK 4 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER Is, 1 ACHD RIGHT OF WAY DEDICATION DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL 15 STORM WATER DRAINAGE EASEMENT INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER 1 EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED L — — — TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE N I i 19 — OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. �n 16 STREET -_ W. FLOWER GARDEN _ 9.IRRIGATION WATER WILL BE PROVIDED FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE i ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE z' 17 I 18 2 / �21 _ NAMPA&MERIDIAN IRRIGATION DISTRICT. i i 10. THIS SUBDIVISION SHALL BE SUBJECT TO THE COVENANTS,CONDITIONS,AND RESTRICTIONS (CC&R'S)THAT PERTAIN TO THIS DEVELOPMENT, TO BE FILED AND RECORDED IN THE ADA Gqq.i 17 3 I 1 I COUNTY RECORDER'S OFFICE. 18 I — — — -I ' 11. THIS DEVELOPMENT SHALL HAVE NO DIRECT ACCESS TO W. OVERLAND ROAD. io 3 1 I 12. LOTS 8-11,BLOCK 1, WILL TAKE ACCESS FROM LOT 12,BLOCK 1. THIS COMMON DRIVEWAY IS N 16 4 ' ( FOR THE PURPOSE OF INGRESS/EGRESS,AND SHALL CONTAIN BLANKET TYPE WATER,SEWER AND w 1 19 x I UTILITY EASEMENTS. THIS COMMON DRIVEWAY/LOT SHALL BE CONSTRUCTED IN ACCORDANCE M I 1 i 1 WITH UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF uWi ' 4 ' SUPPORTING 75,000 LBS. COMMON DRIVEWAY/LOT SHALL BE OWNED AND MAINTAINED BY zUNPLATTED 20 i 15 5 ' I SAGEWOOD WEST SUBDIVISION HOMEOWNERS ASSOCIATION. 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE N I ^ — HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. O I � 5 v 1 14 6 1 14. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.XXXX. I 21 cq� co 1 I SURVEYORS NARRATIVE M 1 �� 6 lF o_ ' THE EAST AND SOUTH BOUNDARIES OF THE SUBDIVISION ARE BASED ON FOUND MONUMENTS I p� I AS SHOWN ON THE PLATS OF FALL CREEK MEADOWS SUBDIVISION NO. 1 AND 2 AND SAGEWOOD NN 1 22 I 13 7 � SUBDIVISION. THE WEST BOUNDARY WAS ORIGINALLY ESTABLISHED BY RECORD OF SURVEY NO. o 1 al 1 SAGEWOOD SUBDIVISION i 7524 AND THE NORTH BOUNDARY BY RECORD OF SURVEY NO. 8220. THE WEST BOUNDARY WAS BLOCK REVISED BY RECORD OF SURVEY NO. 12600. THE MONUMENTS WERE FOUND TO BE WITHIN z a 7 I BK 1104 PG 15846 ACCEPTABLE STANDARDS. THE BEARINGS AND DISTANCE SHOWN HEREON ARE BASED ON THE j 23 12 8 �� FIELD LOCATED MONUMENTS, CREATING SLIGHT DISCREPANCIES WITH THE RECORD DATA. BLOCK 3 I REFERENCES 1 8 j I RI)FALL CREEK MEADOWS SUBDIVISION NO. 1, BOOK 114 OF PLATS,PAGES 17036-46 I 24 i 11 9 I _ R2)FALL CREEK MEADOWS SUBDIVISION NO. 2, BOOK 115 OF PLATS,PAGES 17181-88 i R3)SAGEWOOD SUBDIVISION,BOOK 110 OF PLATS,PAGES 15846-48 R4)RECORD OF SURVEY NO.8220 9 I R5)RECORD OF SURVEY NO. 7524 BLOCK 2 i I R6)RECORD OF SURVEY NO. 10894 1 25 ` 10 R7) WARRANTY DEED INST. NO.8940813 1 \ I 10 r — — R8)QUITCLAIM INST. NO. 108034109 — — R9) WARRANTY DEED INST. NO.2018077603 SEE SHEET 3 OF 5 FOR LINE AND CURVE TABLES R10)RECORD OF SURVEY INST. NO. 12600 FND 1/2"REBAR/ILLEGIBLE • �__ _ —_ _ _ 1 _ W. DAVENPORT ST_.J REPLACED W/5/8"REBAR/CAP PLS 115744 ..., BLOCK 1 \ / W. DAVENPORT STREET (PUBLIC) (PUBLIC) 26 ti6j o� 2030 S. WASHINGTON AVE. BLOCK 4 �A EMMETT, ID 83617 4 1 BLOCKO2 D SUBDIVISION 4��Z5T G� �� „ (208) 398-8104 L\ FALL CREEK MEADOWS SIIBDIVISION N0. 1 PLS 1575 0 __ 5 I BK 110, PG 15846 a C FAX (208) 398-8105 BK 114, PG 17036 _ 11574 G� WT00 ��T 1 FND 5/8"REBAR/NO CAP � 1/15/21 / Z o SET CAP PLS 11574 W114 COR.SEC.24 L 46'4S" �T_ o PLS 11334 CID W 313.9 7�, S 00021'22" W CP&F#2018-009553 0 �N Z ? 0 2977' BEAG1' WWW.SAWTOOTHLS.COM 4 FALL CREEK MEADOWS SUBDIVISION N0. 2 PLS 11334 i BLOCK 5 SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: r?' BK 115, PG 17180 1 OF 5 1/2021 AM JB 120017 120017-FP PLAT SHOWING BOOK , PAGE SAGEWOOD WEST SUBDIVISION BASIS OF BEARINGS UNPLATTED S 8903442"E 2655.64' 14 13 --- -- - W. OVERLAND ROAD --- 23 24 PLS 5291 V 800.09' --- S - --- --- --- --- --- --- --- --- --- --- --- --- ---Tprl, --- --- --- --- - --- --- - S�° 527.78' CP&F#107153515 s�6, l/16 COR. SEC. 24 1327.77' N1/4 COR.SEC. 24 S 8961 PLS 5291 FND 1/2"REBAR/NO CAP . F9CP&F#107153516 f� SET 5/8"REBAR/CAP PLS 11574� 106, POINT OF BEGINNING &F#108106004 FND 5/8"REBAR/NO CAP w L 14 L3 o SET CAP PLS 11574 0 9 00' 0 22.77' �I • • 5i8903442"E 96.09' q v� I H r< UNPLATTED I v� 1 � � 11 �� 1 I I � •So00 � � �� 00 Ln C6 hp / / �� Irk'+ ��. / �`��O �� W I MI MI 10 ti // �TyOJ�� S so SAGEWOOD SUBDIVISION BLOCK 1 M BK 110, PG 15846 1 g ftip titi i 328 �� S� o i 10.99' / ��ti // // ISO00 9>; titi 057" e L7 UNPLATTED 1 S>y� s400, // / / otiv // 7 � nI I / � // i p0' /^ DSO EXISTING CITY OF MERIDIAN Q I j r>0 y 12 SEWER AND WATER MAIN I Eby„ �S 285`s,�_ ti�� 6 // EASEMENT INST. NO. 2015-0959164 C3 of 82<� // N76°4570 _ 1 I BLOCK 1 <\ oti NI~I 5 13 QI I 1 ^ti \ • p� �1 / 4 FND 5/8"REBAR/NO CAP z I 10'(TYP) —�f t� • 00`. / b / �' / l �S9- SCALE 1 �-------------J bti O" `� i ^�h / ti� i % / �� o SET CAP PLS 11574 �r,N89033'42"W 101.70`� ��55 /gyp yL �� / 3 60 0 30 60 120 LnN o�n) 14 y / L 2 ^Q'/ I 1 (FEET) BLOCK 1 I I 1 INCH=60 FT NI----------------- �'� • �� SS �\LOh � o4 l 1 jai -N 8903342"W 131.72'----76 �P .0 �'\ I Ll l I- / `y 1 •l6 G��lJ S2`� / I ~-i ooin1 `� 15 i , L,I � l 1U v v �81i �Lys'T � / i J ------------3.59 • -N 8903342"W 99.83'- '---� C17 67.95' 1 d r -N 89033'42"W 123.58 23.5' 23.5' Uj I ` CIS S 89°27'15"E o L I I o f I o �' O of > 16 Io I �i 19 h�0 • • C�8 M 1 — 0 10n� i� I I I ti C1y� • N 89°27'15"W W. FLOWER GARDEN STREET (PUBLIC) ° 1 in L-N 89°3342"W 100.00'-� ° o ° CZp -52.62' _ °PLS 11118 N I 10'(TYP) N 89 33'42"W 115.05' w ti - - - T r / O z r--N 89°3342"W 121.43'-- I If10'(TYP) i i / �' �� 52.68' M — — — I LEGEND ; ' of I of ; ti c21 N s9°z7'15"w r 18 , al 2 /h .� \. 1 _ of 17 jCo w u'I "'I 9.33' /V v \ �n � 9 -N 89°3342"W 91.86' 1 SUBDIVISION BOUNDARY LINE I dI L-N 8903342"W 100.00'--i L.N 8903342"W 101.15'- L-----------------� U U �,/ 2 rn r-------------- r-------------- UI EXISTING DEED OR LOT LINE � N �- N 8903342"W 119.27- IU I to - CENTERLINE I q of I of • I I� --- --- SECTIONAL LINE 3.91' �o WIp. �i 17 LnI 3 IN 23.5' 23.5' �L-N 89°3342"W 100.00'--i I ----------------- PUBLIC UTILITIES,IRRIGATION AND DRAINAGE EASEMENT �1 CIF-- 10'(TYP) 18 rLn L-N 8903342"W 100.00'-� �-N 8903342"IN 100,00'-j"' a BLOCK 3 '' -------- � o ' II-o C7 I jI f ' - L (TY-P-) LOT LINE r-------------7 ------------—7 o 3 --r�IIt Q)FOUND 5/8"REBAR/CAP PLS 5082 OR AS NOTED BLOCK 2 o -N 89°3342 W 116.80'-- o 16 4 L19 ") I Z -N 89°3342"W 100.00'-0 FOUND 1/2"REBAR/CAP PLS 11118 OR AS NOTED I �I Lnf �; 0' I I r--------- FOUND 1/2"REBAR/CAP PLS 7323 I O N 893342 W 100.0 � L-N 89°3342"W 100,00'--1 10'(TYP) REPLACED W/5/8 REBAR/CAP PLS 11574 N L---------------- rn zl 0I F ____________ 1 4 t �- — W� j S5T 74 I f-N 8903342"W 114.29' �IFOUND ALUMINUM CAP 1/15/21�J I io1 �o rn W of 15 al 01 5 Io � o f I o �r I c° d l I o 1 I o t7 o L-N 8903342"W 100.00'- I OF 1� y FOUND BRASS CAP I o I 20 C� 4`� � "'I �'I "'I 11.75' I`^ I� ip /�F BE A hl N o �I r-------------�11 ® FOUND 1/2"REBAR/CAP PLS 11334 M ___________16_13_J o O L-N 89°33'42"W 100.00'- -N 89°33'42"W 100.00'- d I a oO F G Nz ov r-------------� r------------- - ol- 5 oo 2 (5FOUND BRASS PLUG PLS 11118 N 1 ---N 89°33'42"W 111.79'-- I o of 10 (TYP) o00 LLnI"' L Q I I_ of I of Io o I N I I Q• SET 5/8"REBAR/CAP PLS 11574 Z I ooi 21 ioo I I 14 i i 6 io o N 8903342"W 100.00'J�! p� ----------- • SET 112"REBAR/CAP PLS 11574 1 ' 8903342"W 100.00'--j �-N 8903342"W 100.001- o 00 1 L--------------J -------___ oIo r -----, r u� ° o� 6 alo ° 2030 S. WASHINGTON AVE. 0 CALCULATED POINT r--N 8903342"W 109.29'-� j N 61 I h�� 1 LOT NUMBER I oo l 13 o f M,l o I I Un j SEE SHEET 3 �i I � 7 i L-N 89033 "IN 100.00' EMMETT, ID 83617 ACHD RIGHT OF WAY DEDICATION �-N 8913342"W 100.00'- �-N 8903342"W 100.001- I SEE SHEET 3 // (208) 398-8104 ACHD MASTER DRAINAGE /J T T FAX (208) 398-8105 EASEMENT,SEE NOTE 8 =y& 1,// OO/ SEE SHEET 3 OF 5 FOR LINE AND CURVE TABLES �cnd 5urveyinq ��C WWW.SAWTOOTHLS.COM SHEET: DATE: DRAWN BY., CHECKED BY: JOB#: DWG#: 2 OF 5 112021 AM JB 120017 120017-FP PLAT SHOWING BOOK , PAGE SAGEWOOD WEST SUBDIVISION -N 8903342"W 109.29'- `°I 1 o I 1 of 22 SAGEWOOD SUBDIVISION "n '-� r N 89°3342"W 100.00'- t a 10'(TYP) 1 i0' TVP �I BLOCK 4 `-------------- ra. ° I of ( ) 10 BK 110, PG 15846 Co r-N 89 3342"W 100.00'- N 89 3342"W 100.00'- a o I 7 I o 1 -N 8903342"W 106.79'- w 1 b l o f I o I j of I of to �I I 1 1 �o w o1 12 I of 8 to " L-N 8903342"W 100.00' 23 �U) I I �^I I uOi� c� O . r-------------� -N 89°3342"W 100.00'-� �-N 89°3342"W 100.00'-� w I I 10'(TYP) 1 9 o BLOCK 3 I L-------------- C'1 o d d of Io Cp Q O r-------------� r----------- I OI 8 10 N I �-N 8903342"W 104.29'- W o 10'(TYP) C7 o I u� z 61 61 - 10'(TYP) I- o z _ j Ln l oI 24 �^ �I �I I �I Ln �� N L-N 89°3342"W 100.00'- `o^I 7.50' 23.5' 23.5' } �I o r-------------- 1 SCALE y 1 1 L-----i00.00'------ If10'(TYP) N • cn I 60 0 30 60 120 U N 8903342"W 200.00' ;o `^I 9 to co / N -N 89°3342"W 102.09'- w 23.5' 23.5' N f BLOCK 2 ^' 1 N 1 1 0l 25 I\ n \ n�, 10 !��`N 8903342"W 94.57 J o J (FEET) z o l \ �� o _ 1 INCH=60 FT 1 L"i ° y� L16 � <<'u 10 14.58'� C36 I ---------------' r'� I 80.00' o \ C-N 89°33'42"W 114.09'---\ \ 5 �1g L15 �'�' 78.49' 12.50' N FND 1/2"REBAR/ILLEGIBLE • l3.69' _ _ • _ _ _ W. DAVENPORT ST PUBLIC) -] REPLACED W/5/8"REBAR/CAP PLS 11574 BLOCK 1 � �� • W. DAVENPORT STREET S 89°33'06"E 201.99' o0 T 26 ° r, 3g (PUBLIC) 202.00' N s6�sue'' G N `fie F� 50.00' 50.00' S .0 ' _5 10 6roO 10'(TYP)\ �� • � o N (TYP) 79.51' I LEGEND J \ I I o 9 % I o • �W�V % 1 R 1 � BLOCK 4 I J I- 6 ILn I SAGEWOOD SUBDIVISION -- -- SUBDIVISION BOUNDARY LINE Sg 2 I 3 I I IO1 BLOCK 2 I a I w EXISTING DEED OR LOT LINE I u, 4 I BK 110, PG 15846 FALL CREEK MEADOWS SUBDIVISION NO. 1L_ o N 5 I BLOCK 1 PLS 15758 ° I Lo i o I o CENTERLINE BK 114, PG 17036 o j I --- --- SECTIONAL LINE l Sr I FND 518"REBAR/NO CAP L__, -� I 5'(TYP)I I I PUBLIC UTILITIES,IRRIGATION AND DRAINAGE EASEMENT yQN �>>46' SI 0T'J I I I o SET CAP PLS 11574 ------ 45 w 3Y SI.07''J L 1 0 LOT LINE /a 3 92' - I S 00 21 22 W Qo FOUND 5/8"REBAR/CAP PLS 5082 OR AS NOTED J 29.77' co o O FOUND 112"REBAWCAP PLS 11118 OR AS NOTED PLS 11334 ^� r� FALL CREEK MEADOWS SUBDIVISION N0. 2 FOUND 1/2"REBAR/CAP PLS 7323 °cb / BLOCK 5 REPLACED W/518"REBAR/CAP PLS 11574 =y� BK 115, PG 17180 g FOUND ALUMINUM CAP 40, FOUND BRASS CAP ° ® FOUND 112"REBAR/CAP PLS 11334 ® FOUND BRASS PLUG PLS 11118 Q• SET 5/8"REBAR/CAP PLS 11574 • SET 1/2"REBAR/CAP PLS 11574 CALCULATED POINT 1 LOT NUMBER CURVE TABLE ACHD RIGHT OF WAY DEDICATION CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH ACHD MASTER DRAINAGE Cl 170.70' 55.00' 17704947" N 33019'03"E 109.98' C2 35.94' 55.00' 3702626" N 76029'17"W 35.30' EASEMENT,SEE NOTE 8 C3 16.91' 55.00' 1703708" N 7505856"E 16.85' C4 27.03' 55.00' 28009'12" N 53005'46"E 26.75' C5 45.22' 55.00' 47006'16" N 15028'02"E 43.95' LINE TABLE C6 45.61' 55.00' 47030'45" N 31050'28"W 44.31' C7 25.55' 20.00' 73 12'14" N 18 5944"W 23.85' LINE BEARING DISTANCE C8 15.48' 20.00' 44020'44" N 3302529"W 15.10' Ll S 8903442"E 41.38' C9 10.07' 20.00' 28051'30" N 030I0'38"E 9.97' L2 N 0000735"E 3.00' C10 37.01' 123.50' 17010'06" N 09001'20"E 36.87' L3 S 8903442"E 35.53' Cil 55.49' 100.00' 3104738" S 16020'07"W 54.78' L4 S 6302243"W 23.55' C12 42.45' 76.50' 3104738" N 16020'07"E 41.91' L5 N 25008'13"E 2.74' C13 37.41' 76.50' 28001'05" N 18013'23"E 37.04' L6 S 0202532"E 13.62' C14 5.04' 76.50' 304633" N 02019'34"E 5.04' L7 N88011'31"E 7.92' C15 42.31' 76.50' 31041'l1" N73°36'40"W 41.77' �ls'rl,► s(j L8 N 16018'55"W 22.49' C16 23.67' 76.50' 1704334" S 6603751"E 23.57' 4� L9 N 25008'13"E 12.06' C17 18.64' 76.50' 1305738" N 8202827"W 18.59' ts, L10 S 16018'55"E 18.02' C18 55.30' 100.00' 31041'l1" N 73036'40"W 54.60' w 11574 , Lll N 16018'55"W 4.46' C19 12.58' 100.00' 7012'23" S 61°22'15"E 12.57' L12 N 77013'56"E 28.28' C20 42.73' 100.00' 2402849" S 77012'51"E 42.40' tJ�1/15/21 L13 N 32013'56"E 26.71' C21 18.26' 133.00' 7052'03" S 85031'14"E 18.25' .� L14 S 5304252"E 13.97' C22 32.98' 76.50' 24041'56" S 1204716"W 32.72' 600, OF 1� L16 N 89033'06"W 34.99' C24 53.24' 123.50' 24041'56" N 1204716"E 52.83' OFF BEAG�'�� L17 N 4502636"E 28.28' C25 36.36' 118.26' 17°3703" N 16042'17"E 36.22' L18 N 5304252"W 13.97' C26 16.89' 123.50' 7050'04" S 04021'19"W 16.87' L19 N 1601826"W 31.75' C27 116.73' 123.50' 54009'10" N 26038'17"W 112.43' L20 N 18030'18"E 23.38' C28 8.63' 123.50' 400021" S 0103353"E 8.63' L21 N 18030'18"E 30.10' C29 52.45' 123.50' 24020'06" N 15044'06"W 52.06' L22 S 4403324"E 28.29' C30 55.63' 124.74' 25033'06" N 40048'31"W 55.17' L23 N 4403324"W 7.69' C31 94.51' 100.00' 54009'10" S 26038'17"E 91.04' L24 S 4403324"E 20.60' C32 72.30' 76.50' 54009'10" S 26038'17"E 69.64' 2030 S. WASHINGTON AVE. L25 N 18030'18"E 32.85' C33 125.56' 100.00' 71°5636" S 5402836"W 117.48' C34 31.03' 100.00' 17046'50" S 2702343"W 30.91' EMMETT ID 83617 C35 94.53' 100.00' 54009'46" S 63022'01"W 91.05' C36 74.52' 125.00' 34009'34" N 73022'07"E 73.43' (208) 398-8104 FAX (208) 398-8105 C37 94.17' 75.00' 71°5636" S 54°2836"W 88.11' ,4� wl � �cnd 5urveyinq� ��C WWW.SAWTOOTHLS.COM SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 3 OF 5 112021 AM JB 120016 120016-FP PLAT SHOWING BOOK , PAGE SAGEWOOD WEST SUBDIVISION CERTIFICATE OF OWNER: KNOW ALL MEN BY THESE PRESENTS: THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW AND IT IS MY INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM THE CITY OF MERIDIAN AND THAT THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS ACKNOWLEDGMENT SUBDIVISION. (I.C. 50-1334) THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE SAID STATE OF IDAHO EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED HEREON,AND NO SS PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. COUNTY OF ADA THE PUBLIC STREETS, AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC. BASIS OF BEARINGS FOR THIS DESCRIPTION IS SOUTH 89034'42-EAST, BETWEEN A BRASS CAP MARKING THE ON THIS DAY OF , 2021, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC NORTHWEST CORNER OF SECTION 24 AND A BRASS CAP MARKING THE N114 OF SECTION 24, BOTH IN T. 3 N., IN AND FOR SAID STATE, PERSONALLY APPEARED COREY D. BARTON, KNOWN OR IDENTIFIED TO ME TO R. 1 W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. BE THE PRESIDENT OF CHALLENGER DEVELOPMENT, INC., AN IDAHO CORPORATION, THE CORPORATION WHICH EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE A PARCEL OF LAND BEING A PORTION OF THE NW114 OF SECTION 24, T. 3 N., R. 1 W., B.M., CITY OF MERIDIAN,ADA SAME. COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 24; CERTIFICATE FIRST ABOVE WRITTEN. THENCE SOUTH 8903442"EAST, COINCIDENT WITH THE NORTH LINE OF THE NW114 OF SAID SECTION 24,A DISTANCE OF 800.09 FEET, THENCE SOUTH 57046'04"EAST, 91.06 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE POINT OF BEGINNING; NOTARY PUBLIC FOR IDAHO THENCE CONTINUING SOUTH 57°46'04"EAST, 532.56 FEET TO A 5/8"REBAR/CAP PLS 11574 ON THE WEST BOUNDARY OF SAGEWOOD SUBDIVISION, AS SHOWN IN BOOK 110 OF PLATS, PAGES 15846-15847,ADA COUNTY RECORDS, RESIDING AT THENCE SOUTH 0026'18"WEST, COINCIDENT WITH SAID WEST BOUNDARY OF SAGEWOOD SUBDIVISION, 759.66 FEET MY COMMISSION EXPIRES TO A 5/8"REBAR/CAP PLS 11574 MARKING THE SOUTHWEST CORNER OF SAID SAGEWOOD SUBDIVISION AND AN ANGLE POINT IN THE NORTHERLY BOUNDARY OF FALL CREEK MEADOWS SUBDIVISION NO. 2,AS SHOWN IN BOOK 115 OF PLATS, PAGES 1 71 80-1 71 88,ADA COUNTY RECORDS; THENCE SOUTH 0°21'22"WEST, COINCIDENT WITH SAID NORTHERLY BOUNDARY OF FALL CREEK MEADOWS SUBDIVISION NO. 2,A DISTANCE OF 29.77 FEET TO A 5/8"REBAR/CAP PLS 11334; THENCE NORTH 7704645"WEST, COINCIDENT WITH SAID NORTHERLY BOUNDARY OF FALL CREEK MEADOWS SUBDIVISION NO. 2 AND FALL CREEK MEADOWS SUBDIVISION NO. 1,AS SHOWN IN BOOK 114 OF PLATS, PAGES 17036-17046,ADA COUNTY RECORDS, 313.92 FEET TO A 5/8"REBAR/CAP PLS 15758; THENCE NORTH 61001'45"WEST, COINCIDENT WITH SAID NORTHERLY BOUNDARY OF FALL CREEK MEADOWS SUBDIVISION NO. 1,A DISTANCE OF 210.96 FEET TO A 518"REBAR/CAP PLS 11574; THENCE NORTH 2°2532"WEST, 410.28 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE NORTH 2°01'52"WEST, 178.11 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE NORTH 1°48'29"WEST, 147.07 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE NORTH 0°3525"WEST, 167.48 FEET TO A 5/8"REBAR/CAP PLS 5082; CERTIFICATE OF SURVEYOR: THENCE SOUTH 8903442"EAST, PARALLEL WITH SAID NORTH LINE OF THE NW114, A DISTANCE OF 41.38 FEET TO A I, JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY 518"REBAR/CAP PLS 5082; THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS THENCE NORTH 000735"EAST, 3.00 FEET TO A 5/8"REBAR/CAP PLS 11574; DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF THENCE SOUTH 8903442"EAST, PARALLEL WITH SAID NORTH LINE OF THE NW114, A DISTANCE OF 35.53 FEET TO THE IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE POINT OF BEGINNING. 55-1601 THROUGH 55-1612. THE ABOVE DESCRIBED PARCEL CONTAINS 10.366 ACRES, MORE OR LESS. 45 1ls 11574 CHALLENGER DEVELOPMENT, INC. JEFF BEAGLEY a �i P.L.S. 11574 COREY D. BARTON, PRESIDENT c1�,1/ss/z1� A OF l� 'BE XGL;�'�� 2030 S. WASHINGTON AVE. EMMETT, ID 83617 �� (208) 398-8104 yl yy y y y�f FAX (208) 398-8105 and 5ur�eypq, Z-/-C WWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY: CHECKED BY. JOB#: DWG#: 4 OF 5 112021 AM JB 120017 120017-FP PLAT SHOWING BOOK , PAGE SAGEWOOD WEST SUBDIVISION APPROVAL OF CITY COUNCIL HEALTH CERTIFICATE I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2021 THIS PLAT WAS DULY ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE ACCEPTED AND APPROVED. CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. CITY CLERK DATE CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. COUNTY SURVEYOR DATE 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 12021. CERTIFICATE OF COUNTY TREASURER PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATE 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 PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN "PAID IN FULL"THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. COUNTY TREASURER DATE COUNTY RECORDERS CERTIFICATE APPROVAL OF CITY ENGINEER STATE OF IDAHO I I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY SS APPROVE THIS PLAT. COUNTY OF CANYON I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC., AT MINUTES PAST , O'CLOCK M. THIS , DAY OF , 2021, A.D., AND WAS DULY RECORDED IN BOOK OF PLATS AT PAGES THROUGH INSTRUMENT NUMBER CITY ENGINEER DATE DEPUTY EX-OFFICIO RECORDER 4spISTE a 11574 2030 S. WASHINGTON AVE. EMMETT, ID 83617 9 'of I� (208) 398-8104 OFF BE AG�' FAX (208) 398-8105 y��TooTyy �cr�d Sur�eyir�y ��C WWW.SAWTOOTHLS.COM SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 5 OF 5 112021 AM JB 120017 120017-FP PLAT SHOWING BOOK , PAGE SAGEWOOD WEST SUBDIVISION APPROVAL OF CITY COUNCIL HEALTH CERTIFICATE I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2021 THIS PLAT WAS DULY ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE ACCEPTED AND APPROVED. CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. CITY CLERK DATE CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. COUNTY SURVEYOR DATE 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 12021. CERTIFICATE OF COUNTY TREASURER PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATE 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 PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN "PAID IN FULL"THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. COUNTY TREASURER DATE COUNTY RECORDERS CERTIFICATE APPROVAL OF CITY ENGINEER STATE OF IDAHO I I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY SS APPROVE THIS PLAT. COUNTY OF CANYON I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC., AT MINUTES PAST , O'CLOCK M. THIS , DAY OF , 2021, A.D., AND WAS DULY RECORDED IN BOOK OF PLATS AT PAGES THROUGH INSTRUMENT NUMBER CITY ENGINEER DATE DEPUTY EX-OFFICIO RECORDER 4spISTE a 11574 2030 S. WASHINGTON AVE. EMMETT, ID 83617 9 'of I� (208) 398-8104 OFF BE AG�' FAX (208) 398-8105 y��TooTyy �cr�d Sur�eyir�y ��C WWW.SAWTOOTHLS.COM SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 5 OF 5 112021 AM JB 120017 120017-FP - I Issue LAND GAPE W. OVERLAND ROAD Description Date BUFFS TYP) 155UE 11-25-20 II C - 7 uGT I BASE REV. I-Ib-21 T o H P - �' 3-G -- FLAN7emu (REFERENCE SHEET L3) INA 5-KF A\ \ ♦� I r� V �\ SYM COMMON NAME ��' F. EVERGREEN TREES LAWN \� m - (TYP) \� \ \ s HS HOOPS BLUE SPRUGE 0- ftb \\\\ \ SR SKY ROGKET JUNIPER + \V \ \ WP VANDERWOLFS PINE t 6535IV- ti I I ° 4 GM 3 KF 3 SM UNPLATTED SHADE TREES (GLASS 111) -GL YP \ \ LP BLOODGOOD LONDON PLANETREE 3_IH �\ �\ \ ss SO SWAMP OAK 1-HS \ \ \ \\I I-VP 5 WIDE PAVED o �c \ SHADE/STREET TREES (GLASS 11)I \ + \\ \\ \\\ \ \ 3-Syy 10 PATHWAY (TYP) \\\\ \ \ \ GP GHANTIGLEER PEAR z o_ 71 5-SM \\ \ \ \ HL SKYLINE HONEYLOGUST ®i 4-GM y A F� TT TULIP TREE I 3-KF C) M 5-F \ \\ �\\ S \ ORNAMENTAL TREES (GLASS 1) C) n 4-GR 9 �� \�� JENSENBELTS - \ V A GG CANADA RED GHOKEGHERRY o 5-SR \\ \\ ASSOCIATES z 3 KF \ \ HM HOTW I N65 MAPLE I � � � � 4-GM � A� + V� \� � A F� SHRUBS/ORNAMENTAL GRA55E5/PERENNIAL5 Site Planning 3Q`� 5-IH 8 \ BE BLACK EYED SUSAN Landscape Architecture T II 5-K/ GB GRIM50N PYGMY BARBERRY 1509 Tyrell Lane, Ste 130 \ GM WALKERS LOW GATMINT Boise,� ��\ Idaho 83706 5 HT IRON \\ \ \ \��\G `Ss Ec GR RED FLOWER GARPET ROSE Ph. (208) 343-7175 o FENCE. GRO-LOW SUMAC 4-I14 12 \ SEE DTL 5, + \ ��\�\ \ I IVORY HALO DOGWOOD www.jensenbelts.com SHT L5 (TYP � y \�� E ss _ KF KARL FOERSTER REED GRASS • y�y y y �y � \ SM SLOWMOUND MU60 PINE I 4-GR \ 6 3-CM ERR y y�\ SW SUMMERWI NE NI NEBARK 5-KF 2-KF 4-IH FT) 4 Lv 0 CK 1 BLOCK � + v � o A 3 Kr BLOCK 1 \ 5 4-KF ��P/RR + U 13 5-GR - _ LAWN 6 PRI VAGY VINYL FENGE 00 \ ALONG PERIMETER PROPERTY LINES $ GOMMON AREAS Z SEE DTL 4, SHT L5 (TYP) 3 > J SS L _ _ 5' VINYL FENGE ALONG Cf) Cn COMMON OPEN �— _ SPACE/PATHWAY (TYP) 14 \ h \, ��/ 2 SEE DTL 5, SHT L5.Ld W o CD \ w — — LAWN ' - (TYP) I-LP Lj� I �7 15 / NOTE! _ Z Cn I � W o Q I ® � 2-HL I I. REFER TO SHT L3 FOR PLANT SCHEDULE, h LANDSCAPE NOTES, DETAILS, AND GALGULATIONS. W T E 3-KF 2-5W 80R ��. L II 3-5M 6-SR 2-CG2 2. REFER TO SHT L4 FOR LANDSCAPE AND I-cc 5-BE 19 �i-K> -SW I-LP�''� IIIIII 4 Hs IRRIGATION (PERFORMANCE) SPEGIFIGATIONS. 6-GB "" J I I I I 16 a - - � - - �— �� ' _ 0 ® � ®® o /� L� I a _ J m m c� \ 3-Sw 5-5B R 5-F 3-5M Z 3-SW W 18 2 VISION _ LL 7 — — TRIANGLE (TYP) — \ — _ _ \ _ 5-5M 67S Q � -- o — / 3-GR 3-SW 5-B I I ° 6 HT SOLID 2 BLOCK 2 _ N DTL 4, - KEY MAP � VINYL FENCE � �0 17 \ 3 18 _ SHT L3 (TYP) Job Number 2002 ° _ _ J - - Q Drawn Checked ° LE BLOCK 3 KCS KCS W ° I I Scale AS SHOWN m 3 0 / ° " n I� „ % '^� Sheet Title 19 i - LANDSCAPE a ° a� EXISTING ! PLAN / Cz FENGE ly (TYP)log - ---- --,-- - EP — \ w / 4 Sheet Number 15 I 4j 5 20 W L � I � I — — — NORTH �� Ll / _ I_MATCHLINE L1 N I 30' 60' 90, 1 of 4 Sheets MATCHLINE L2 SGALE 1" = 30� Issue Description Date 155UE 11-25-20 BASE REV. I-18-21 PLANT 5CoHEr%LE (REFERENCE SHEET L3) AP"IIIIINAl�f�i SYM COMMON NAME , C. Or�i EVERGREEN TREES HS HOOPS BLUE SPRUGE SR SKY ROCKET JUNIPER MATCHLINE L1 WP VANDERWOLFS PINEt535 � Monson o SHADE TREES (GLASS III) rIilyti��1 MATCHLINE L2 5 EXISTING I / o BUILDING �! � \ LP BLOOD600D LONDON PLANETREE SO SWAMP OAK W 14 w \ 6 11111 — 21 SHADE/STREET TREES (GLASS 11) '-Z-Z1 EXISTING �0 GP GHANTIGLEER PEAR / \\ �TEYNi )E I HL SKYLINE HONEYLOGUST V I TT TULIP TREE 05 For,-, 6' HT SOLID \\ 6 / VINYL FENCE \ \� _ / z ORNAMENTAL TREES (GLASS I) SEE DTL 4, JENSENBELTS EP — I C C \� CANADA RED GHOKEGHERRY SHT L3 (TYP) 13 \\ \ ` } HM HOTHIN65 MAPLE ASSOCIATES f 22 w \ SHRUBS/ORNAMENTAL (5RA55E5/PERENNIAL5 Site Planning _ _ /`) / \ LLI Q BE BLACK EYED SUSAN Landscape Architecture / 7 7 7 7 7 7 / �— / o GB CRIMSON PYGMY BARBERRY W O \ \ GM WALKER'S LOW CATMINT Bois TIdah Lane, Ste 130 IQ BLOCK 2 / LL X 7 w Boise, Idaho 837os A / �V A Z Q 6LL GRO-LOW SUMAC,RPET ROSE Ph. (208) 343-7175 / 12 L \ / N IH IVORY HALO D06HOOD www.jensenbelts.com CO3-- a 7 �� / KF KARL FOERSTER REED GRASS IDAHO 23 I / SM SLOWMOUND MU60 PINE POTTERY \' I \ \ \ SW SUMMERWINE NINEBARK � � � I � BARN ,' o IW X \ BLOCK 3 ✓ — — _ ---- — w > 1 y X X 8 \ A BLOCK 1 1 11 JK — (z-Z-Z-Z-Z 0 °i 9 \� I LAWN /— \\ z 24 I-GC I-CC I' 6-IH I-GG �— \ 3-KF 6-SR 6-SR -KF X \ O 4-GR 5-BE _ 5-BE 4-GR \ \ 0 6' PRI VAGY VINYL FENCE ALONG PERIMETER PROPERTY =e EP ® _ I \ LINES COMMON AREAS Z \ T \ 1 ® ® ® VISION SEE DTL 4, SHT L5 (TYP) 2 TT ° 9 � \ � �� 3-GB - --� - �.��" TRIANGLE \ \ p 3-GB � � � � (TYP) v \ J \ r � � 0 I-SO� I-�' _ 3_SM � 3-SM � � 6-� \ � � � 3 GR 6 SR COMMON I OPEN P`LON6 \ \ Toe 25 —C b ® V — 3-SW 5-BE 5-SW �C a TOE - 1 \ X , X SPACE/PATHWAY (TYP) 2-6L I HW R � I-VP 2-SW 4-S BOU E ® LAWN / ® SEE DTL 5, SHT L5. Im W 6-5R I-HW P ® (TYP) p 5-BE 2-SW AREA \ fl — 2-TT _ SATIN _ . DAVE T T. _ U V � V y� 2- 7-GR - - �, AREA W/ " V — _ -GB PUBLI ART Z 0 LP II / Q Z \ R I. REFER TO SHT L5 FOR PLANT SCHEDULE, _ T LANDSCAPE NOTES, DETAILS, AND J c 6L + _ �� E GALGULATIONS. FALL CREEKON NO.MEADOWS SUBDIVISION NO.1 -GP 4-TT E� �� AND 8' W PARKSTRIP — 2. REFER TO SHT L4 FOR IIRRI6 TION PERFORMANGEDSPEG FIGATIONS. Q 0Gy -� �°/q ' / I C\ W/ LAWN 4 —I � � Q 0 S \ 9 v X LL TREES O yi j \\ EXISTING TREES -- � i TO BE REMOVED� OSEE \ 13. V _ \ SHT L3 (TYP) 0 X BLOCK 4 J E X 3 l � X X 4 5 Q \ � \ Z < X\ X X I ~ � w LL �RR P/RR _ \ PALL G�EK ` \ ��• 5U8L;1v1 4NDoWs Pi R KEY MAP / FALL CREEK MEADOWS \ / SUBDIVISION NO.2 Job Number 2002 � Drawn Checked KCS KCS Scale AS SHOWN Sheet Title i LANDSCAPE PLAN Sheet Number I I j . 0' 30' NORTH 60' 90' L2 2 of 4 Sheets SCALE I" = 30' Issue Description Date 155UE 11-25-20 BASE REV. I-18-21 8' x 2" x 2" CEDAR STAKE, 2 PER TREE. . . �� OF / I� SET STAKES PARALLEL TO PREVAILING POST GAPPLANT 5CHE:%LE ��1111�111�1#/## DO NOT PENETRATE ROOTBALLGH TIES. 6 O G I Y2 x 5 Y2 RAIL SEE NOTE 3. /g" x 6" VINYL SYM COMMON NAME BOTANICAL NAME S 1 ZE �� C. � PICKET PANELS EVERGREEN TREES ROOT GROWN TO BE 1-2" ABOVE FINISH GRADE. HS HOOPS BLUE SPRUGE PIGEA PUNSENS HOOPSII 6-8 HT BBB TRUNK FLARE MUST BE VISIBLE SR SKY ROCKET JUNIPER JUNIPERUS SGOPLULORUM 'SKYROCKET' 6-8' HT BBB J' �115 HP VANDERWOLFS PINE PINUS FLEXILIS 'VANDERWOLFS' 6-8' HT BBB sir ''vIN PLANTIN6 BEDS: ' 5'-0" MIN MULCH AS SPECIFIED. SHADE TREES (GLASS 111) }�►t1 111 11 BRUSH AWAY FROM TRUNK. FERTILIZER TABS AS SPECIFIED LP BL00D600D LONDON PLANETREE PLATANUS x AGERIFOLIA 'BL00D60OD' 2" GAL BBB SO SWAMP OAK QUERGUS BICOLOR 2" GAL BBB SNIP BASKET 4 � 5" x 5" SO POST 2'-O'�Mtt�I L i- - TURN BACK BURLAP 1/3. < SHADE/STREET TREES (GLASS 11) =III—I L I—I L =I I I- BAGKFILL W/ TOPSOIL MIX -III—III—III—III III- G P GHANTIGLEER PEAR PRRUS GALLERYANA '&LEN'S FORM' 2" GAL B4 B 1 _;III-III- AS SPEG'D TAMP LOOSELY IF HL SKYLINE HONEYLOGUST OLED I TS 1 A TRI AGANTHOS I NERM I S 'SKYGOLE' 2" GAL B 4 B IN 4"-6" LIFTS 2 x BALL DIA. TT TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL B4B FOOTING PER MF6 ORNAMENTAL TREES (GLASS 1) JENSENBELTS NOTES: RECOMMENDATIONS I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. CC GANADA RED GHOKEGHERRY PRUNUS VIRSINIANA 'GANADA RED' 6-8' HT. MULTI-STEM ASSOCIATES 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER HM H0THIN65 MAPLE AGER TATARICUM 'SARANN' 6-8' HT. MULTI-STEM PLANTING. IF SYNTHETIC WRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. 3. STAKING OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS SHRUBS/ORNAMENTAL SRASSES/PERENNIALS Site Planning RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN Landscape Architecture STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF NOTES: BE BLACK EYED SUSAN RUDBEGKIA FULOIDA 'OOLDSTRUM' I GAL THE I YEAR WARRANTY PERIOD. I. VINYL FENGE STYLE MAY VARY SLIGHTLY. GB CRIMSON PYGMY BARBERRY BERBERIS THUNBER611 'CRIMSON PYGMY' 3 GAL 1509 Tyrell Lane, Ste 130 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. GM WALKER'S LOW CATMINT NEPETA x FAASSENII 'WALKER'S LOW' I GAL Boise, Idaho 83706 GR RED FLOWER CARPET ROSE ROSA 'FLOWER GARPET- NOARE' 3 GAL Ph. (208) 343-7175 OL ORO-LOW SUMAC, RHUS AROMATIGA 'ORO-LOW' S GAL www.jensenbelts.com I H IVORY HALO DOGWOOD GORNUS ALBA 'BA I LHALO' S GAL KF KARL FORESTER REED 6RA55 GALAMA61R0STIS ARUNDINAGEA 'K.F.' I GAL SM SLOWMOUND MUC70 PINE PINUS MUC70 'SLOWMOUND' 3 GAL TREE PLANT I NCB/STAK I NCB 4 V I N-rL PR I VAG''r FENGE SW SUMMERWINE NINEBARK PHYSOGARPUS OPULIFOLIA 'SEWARD' S 6AL NOT TO SCALE NOT TO SCALE 6' VINYL FENGE ALONG 5' VINYL FENGE ALONG III PERIMETER PROPERTY COMMON OPEN 6 H 2" x 2" SQ POST ' O.G. x I LAWN LINES (TYP) SPACE/PATHWAY (TYP) (.080 WALL MIN.) HORIZZONTAL RA I L 4" PICKET SPAG I NG SEE DTL 4, THIS SHT. SEE DTL 5, THIS SHT. O �/S" x 5/S" P I GKETS (.050 WALL) Z MULCH AS SPECIFIED. �I BRUSH AWAY FROM STEM. X m W 1. ALL PLANTI N6 AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH G I TY OF MERIDIAN GODS. REFER TO SHEET L4 - SPEC, SEGTION 32 ci0 00 - LANDSGAPE 5PEGIFIGATI0N5. 0. L TURN BACK BURLAP, TOP 1/3 OF BALL. KEEP GROUND LINE SAME AS NURSERY. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. REFER TO ° °°° °°° °°° SHEET L4 SPEC SEGTION 32 84 00 IRRIGATION PERFORMANGE SPEGIFIGATIONS. � Q U ° ° ° ° ° ° L I- °00 000 000 000 _ FERTILIZER TABS AS SPECIFIED 000 000 N 000 000 3. LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. .. CD °°° °°° °°° °°° III III= 1=i =l 1= _ III- PLANTING SOIL AS PER SPEGS. 000 °oo0 000 °000 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT CLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, 0 CONCRETE STRUGTURES, OR FAG I L I T I ES IN PARKSTR I P5. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL U Q Z 1211 FOOTING CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRR16ATI0N SYSTEM. Q NOTES: NOTE: DIG HOLE TWIGS THE SIZE OF ROOTBALL. I. IRON FENGE STYLE MAY VARY SLIGHTLY. ALL GALVANIZED 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSEGTIONS. NO CONIFEROUS TREES OR j SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOGATED WITHIN 516HT TRIANGLE OR AGHD ROW. AS TREES POWDERGOATED BLACK. MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS W FOR MAINTAINING CLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. 6. TREES SHALL BE PLANTED NO GLOSER THAN 50' FROM INTERSEGTION STOP SIGNS. Q SHRUE3 PLANTI NCB I RON FENGE -i. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' J 2 NOT TO SCALE NOT TO SGALE OF WATER METERS OR UNDERGROUND UTILITY LINES. 0 13. 8. PLANT LIST IS SUBJECT TO SUBSTITUTIONS OF SIMILAR SPECIES DUE TO PLANT MATERIAL AVAILABILITY. O J BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. ci. ALL EXISTING TREES ON SITE ARE TO BE REMOVED AND MAY REQUIRE MITIGATION. VERIFY ALL MIT16ATI0N Z REQUIREMENTS FOR TREES TO BE REMOVED WITH MERIDIAN CITY FORESTER PRIOR TO REMOVAL. SEE LANDSCAPE GALGULATION, THIS SHEET, FOR NUMBER OF ADDITIONAL TREES PROVIDED FOR MITIGATION. TURF 8 MULCH LAN�5CAFE C Q PER SPEC, LOCATION BUFFER WIDTH LENGTH REG2U I RED PROVIDED () W. OVERLAND RD. 12' 100' / 55' = 3 TREES 3 TREES o � Job Number 2002 411 I I'`� COMMUNITY PATHWAY 500' / 100 = 5 TREES 6 TREES 1IIII — III—III I1 i — -III III—III- COMMON AREA 5-7,3-70 / 8,000 = 8 TREES 52 TREES Drawn Checked ' 1 ,11111jI1I1i1�� ..III=� � KCS KCS FINISH GUT EDGE TOP SOIL GRADE TOTAL NUMBER OF TREES: 16 TREES 61 TREES S c a I e AS SHOWN Sheet Title ALL EXISTING TREES ON SITE ARE TO BE REMOVED AND MAY REQUIRE MITIGATION. VERIFY ALL MIT16ATI0N REQUIREMENTS FOR TREES TO BE REMOVED WITH MERIDIAN LANDSCAPE CITY FORESTER PRIOR TO REMOVAL. PLANTER GUT BED EDGE EXTRA TREES PROVIDED ABOVE THOSE REQUIRED FOR MITIGATION: PLAN 45 TREES (2" GAL) _ q0 GAL INCHES NOT TO SCALE ENGINEER DEVELOPER Sheet Number CIVIL INNOVATIONS, PLLC SOUTHPOINT, LLC BEN THOMAS L 3 1043 E. PARK BLVD. STE 101 P.0 BOX 6385 BOISE, ID 83712 BOISE, IDAHO 83707 Phone (208) 884-8181 3 of 4 Sheets Issue Description Date SECTION 32 90 00- LANDSCAPE WORK SECTION 02810-SPRINKLER IRRIGATION I55UE 11-25-20 PART 1 - GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL PART 3- EXECUTION BASE RE\/. I-lb-21 1.1 RELATED DOCUMENTS 2.1 TOPSOIL 3.1 PREPARATION -GENERAL 1.1 CONDITIONS AND REQUIREMENTS: 3.1 GENERAL A. Drawings and general provisions of Contract, including General and Supplementary A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil A. General Contractor shall be responsible for excavating planting areas to appropriate depths A. General and Supplementary Conditions, and Division 1 General Requirements. A. Install system to provide for adequate protection against freeze damage. Conditions and Division 1 Specification Sections. shall be fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, for placement of topsoil as specified herein. B. Install system in accordance with approved Contractor design drawings. All brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations 1.2 SUMMARY deviations from the plans must be approved, and clearly recorded on record drawing. 1.2 SUMMARY extraneous or toxic matter harmful to plant growth. and outline areas and secure Architect's acceptance before start of planting work. Make A. Work included: C. Install system and components in strict accordance with manufacturer's A. This Section includes provisions for the following items: 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. minor adjustments as may be required. 1. Provide and install a complete and operating automatic irrigation system for recommendations. 1. Trees. See testing requirements below. Contractor is responsible for whatever soil additives are all lawn and planting areas. D. Install quick coupler(s)on main supply line, approximately equal spacing, at 2. Shrubs; Ground cover. recommended by the tests. Submit to Architect for approval. Compost will be added to 3.2 PREPARATION OF PLANTING SOIL 2. Connect to main water supply at existing site stubout as provided. valve box locations or intervals of approximately 200 feet, whichever is greater. �o011111ligl, 3. Lawns. other additives and added regardless of test results. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous 3. Sleeving under paved areas (by others) Locate adjacent to paved surfaces, at valve boxes where practical. �� 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is materials harmful or toxic to plant growth. 4. Obtain and pay for all permits and fees for the work of this section. %� k _�C. _E 5. Miscellaneous Landscape Elements. fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if 5. Perform work on a design/construct basis, subject to the requirements of 3.2 SURFACE CONDITIONS �Iv 6. Initial maintenance of landscape materials. weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any planting will not follow placing of planting soil in a few days. the Contract Documents, applicable codes, and good design practice. A. Examine the areas and conditions under which work will be performed. Notify S B. Related Sections: The following sections contain requirements. dimension, and other extraneous or toxic matter harmful to plant growth. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 6. Winterization of system. Contractor of conditions detrimental to timely and proper completion of Section 1. Underground sprinkler system is specified in Section 32 84 00- Irrigation 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project Shrub Areas: 1/3 compost, 2/3 topsoil. work. Do not proceed until unsatisfactory conditions are corrected. W. �L site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth Fertilizer: Per soil test and manufacture's recommendations. 1.3 SUBMITTALS B. Locate all underground utilities and structures and notify Architect of any ► 1.3 QUALITY ASSURANCE of not less than 4 inches. Do not obtain from bogs or marshes. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: conflict with Section work. Protect structures and utilities. Repair or ! b ;5 titi A. Subcontract landscape work to a single firm specializing in landscape work. 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the topsoil and mix thoroughly before planting. 1. Manufacturer's printed product information and catalog cut sheets for all replace said structures or utilities damaged by this work at no cost to the Owner. !;,p .. urce Quality Control: Organic emical hod A Soil Survey nts; five B. S. General: Ship landscape materials with certificates of inspection required by governing Investigation bReport No. 1. Maximumslpart particle size, 3/4bndchnwi with maximum 3% retained 3.3 PREPARATION FOR PLANTING LAWNS B. Shoe Drawings: t shop drawings for underground irrigation system including 3.3 SLEEVING f 1111 P 9 P 9 9 9 Y 9 authorities. Comply with regulations applicable to landscape materials. on 1/4-inch screen. A. After excavating and removing surface material to proper depth, loosen subgrade of lawn plan layout and details illustrating location and type of head, type and size A. Sleeving installed by others. Coordinate with other trades. 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof Other components shall conform to the following limits: areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. of non-availability to Architect, with proposal for use of equivalent material. pH 6.5 to 7.5 dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to C. Record Drawings:At completion of this work, submit to the Contractor: 3.4 TRENCHING AND BACKFILLING 3.Analysis and Standards: Package standard products with manufacturer's certified Soluble Salts 600 ppm maximum areas which will be planted promptly after preparation. 1. Record Drawings; reproducible and five prints. A. Trenching and backfilling shall be per applicable ISPWC Section. analysis. For other materials, provide analysis by recognized laboratory made in Silt 25-50% 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet 2. Operations and Maintenance information (2 copies), including: B. Cut trenches straight and without abrupt grade changes to allow the following accordance with methods established by the Association of Official Agriculture Chemists, Clay 10-30% lines, grades, and elevations shown, after light rolling, addition of amendments, and a. Information including descriptive details, parts list, specifications, minimum cover: wherever applicable. Sand 20-50% natural settlement. Place approximately 1/2 of total amount of topsoil required. Work maintenance schedules and procedures for system components. 1. Main Lines and Sleeving: 18 inches. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, 3. Contractor shall submit representative soil report on imported topsoil proposed for use for into top of loosened subgrade to create a transition layer and then place remainder of b. Operation, adjustment of system and components instructions. 2. PVC Laterals: 12 inches. size, genus, species, and variety shown and scheduled for work complying with approval. Report shall meet standards below. Contractor is responsible for whatever planting soil. Add specified soil amendments as required and mix thoroughly into upper 4 c. Winterization procedures. C. Surround lines with 2 inches of clean rock-free material on all sides. recommendations and requirements of ANSI Z60.1 "American Standard for Nursery soil additives are recommended by the test. Compost will be in addition to other inches of topsoil. d. Schedule indicating required open valve time to produce given precipitation Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with additives and added regardless of test results. amounts and seasonal adjustments. 3.5 MISCELLANEOUS VALVES good horticultural practice and free of disease, insects, eggs, larvae, and defects such as 3.4 PREPARATION OF PLANTING BEDS e. Warranties and guarantees. A. Install manual drain valves up stream. Install devise at mainline tap in accordance knots, sun-scald, injuries, abrasions, or disfigurement. C. Soil Testing A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or with manufacturer requirements for complete operation. Install backflow provision JENSENBELTS 5. Label at least one tree and one shrub of each variety with attached waterproof tag with 1. Soil tests are required for this project(see above for requirements). Test shall be provided similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove 1.4 GUARANTEE and connect to controller. ASSOCIATES legible designation of botanical and common name. as follows: stocks, stones, rubbish, and other extraneous matter. A. Guarantee in writing all materials, equipment and workmanship furnished to be a. Where formal arrangements or consecutive order of trees or shrubs are shown, select a. Provide certified analysis at time of sample submitted (three samples imported B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and free of all defects of workmanship and materials. Within one year after date of 3.6 CIRCUIT VALVES stock for uniform height and spread. topsoil).Amend soils per chemist's recommendations and as herein specified unless elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified Substantial Completion repair or replace all defective parts or workmanship that A. Install in valve box, arranged for easy adjustment and removal. 6. Inspection: The Architect may inspect trees and shrubs either at lace of growth or at site otherwise approved b Architect. compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place may be found at no additional cost to Owner. 1. Provide union on downstream side. Site Planning p Y p P 9 pp Y p P 9 9 Y� pP p Y before planting, for compliance with requirements for genus, species, variety, size, and 2. Test shall include, but not limited to recommendations on chemical distributions, organic approximately 1/2 of total amount of planting soil required. Work into top of loosened B. Fill and repair all depressions and replace all necessary lawn and planting which 2. Install valve box on bricks-four required. Landscape Architecture quality.Architect retains right to further inspect trees and shrubs for size and condition of contents, pH factors, and sieve analysis as necessary. Test#1T by Western subgrade to create a transition layer, then place remainder of the planting soil. result from the settlement of irrigation trenches for one year after date of 3. Install top flush with finish grade. balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or Laboratories (1-800-658-3858) is required. C. Apply Pre-Emergent per manufacturer's recommendation. Substantial Completion. 4.Adjust automatic control valves to provide flow rate of rated operating 1509 Tyrell Lane, Ste 130 defective material at any time during progress of work. Remove rejected trees or shrubs 3. Contractor is responsible for whatever soil additives are recommended by the soil testing C. Supply all manufacturer's printed guarantees. pressure required for each sprinkler circuit. Boise, Idaho 83706 immediately from project site. laboratory. 3.5 PLANTING TREES AND SHRUBS Ph. (208) 343-7175 4. Contractor shall coordinate, obtain and pay for all soil tests. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and 1.5 QUALITY ASSURANCE 3.7 PIPE INSTALLATION 1.4 SUBMITTALS 5. If regenerative noxious weeds are present in the soil, remove all resultant growth in center of pit or trench with top of ball at same elevation as adjacent finished landscape A. Contractor shall be licensed in the State in which this work is being performed. A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust www.jensenbelts.com A. General: Submit the following in accordance with Conditions of Contract and Division 1 including roots throughout one-year period after acceptance of work, at no cost to Owner. grades. Remove burlap from sides of balls; retain on bottoms. When set, place additional B. Contractor shall have at least two years prior experience in projects of equal blocks to be used at points of intersection and change of direction in main line Specification Sections. backfill around base and sides of ball, and work each layer to settle backfill and eliminate or larger scope. Provide minimum of three references and list of similar pipe as per manufacturer's recommended specifications. Install manual drains. B. Plant and Material Certifications: 2.2 pH ADJUSTERS voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written projects with owners' names, addresses, and phone numbers,when requested by B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, 1. Certificates of inspection as required by governmental authorities. A. When pH does not comply with this specification, commercial grade aluminum sulfate shall instructions. When excavation is approximately 2/3 full, water roughly before placing Owner. wipe from surface all saw chips, dust, dirt, moisture and any foreign matter 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. be used to adjust soil pH. remainder of backfill. Repeat watering until no more is absorbed. Water again after placing C. Contractor shall employ on site at all times a foreman who is thoroughly which may contaminate the cemented joint. Apply cleaner/primer and solvent 3. Label data substantiating that plants, trees, shrubs and planting materials comply final layer of backfill. Remove all ties from around base of trunk. experienced and competent in all phases of the work of this Section. cement, make joints in accordance with manufacturer's recommendations. Use specified requirements. 2.3 SOIL AMENDMENTS B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 Teflon thread sealant(tape)at all threaded joints. C. Mulch: Submit 1 gal bag of mulch sample for approval. A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery(208)375-5262 and sides with an approved can cutter and remove can; remove bottoms of wooden boxes after 1.6 SYSTEM DESCRIPTION C.Contractor shall size pipe according to schedule provided. Flow velocities shall NuSoil Compost(208)629-6912 or approved equal in equal amounts by volume. partial backfilling so as not to damage root balls. A. Design requirements: not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed 1.5 DELIVERY, STORAGE AND HANDLING B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It C. Trees planted in turf area: Remove turf 3'dia around tree trunk. Dish top of backfill to allow 1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% (full head-to-head) per zone to balance the pressure loss and provide minimum fluctuation in system A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod shall be free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as for mulching. 2. Layout system to obtain optimum coverage using manufacturer's standard operating pressures. Z against drying and breaking of rolled strips. to weight, manufacturer, and content. Protect materials from deterioration during delivery D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work heads. Spray on walks, walls or paved areas is not acceptable. Pipe Size Pipe Section Pipe Size Pipe Section B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery and while stored at site. into top of backfill and finish level with adjacent finish grades. 3. Zoning shall be designed for optimum use of available pressure and efficient 3/4" 0-9 GPM 1 1/2" 26-34 GPM unless otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform 1. Provide 3 inches thickness of mulch. distribution for types of plantings and shapes of planting areas. 1" 10-17 GPM 2" 35-50 GPM O manner as to damage bark, break branches, or destroy natural shape. Provide protective Planting 5-gram tablets 20-10-5 type or equal. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide 4. Design pressures: Install pressure regulating equipment as necessary. 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM covering during delivery. Do not drop balled and burlapped stock during delivery. 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to seeding or sodding, to be an adequate film over trunks, branches, stems, twigs and foliage. 5. Provide/install approved fixed tee or coupling device for air blow winterization. co Z C. Deliver trees and shrubs after preparations for planting have been completed and plant 16-16-17 applied at the rate of ten pounds per acre. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural Location shall be on main supply line downstream from main shut off valve. D. Techline Drip Line: Place in shallow furrow at finish grade, below layer of immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting (sod)or after practice. Prune trees to retain required height and spread. Unless otherwise directed by 6. Install approved backflow prevention device in conformance with local or specified mulch. Lay in uniform pattern in groundcover areas, or as per shrub Q shade, protect from weather and mechanical damage, and keep roots moist by covering with first mowing (seed). Organic Fertilizer Milorganite (6-0-2)type or equal. Architect, do not cut tree leaders, and remove only injured or dead branches from flowering prevailing codes, and in approved site location. Provide for drainage pattern layout. Coil 20 linear feet at each balled and burlapped tree around > .J mulch, burlap or other acceptable means of retaining moisture. C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or trees, if any. Prune shrubs to retain natural character. without erosive damage. base and to allow for tree removal if required. Flush all lines with full head of D. Do not remove container-grown stock from containers until planting time. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. water prior to installation of flush valves at end of circuit runs. 0. E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage beds. H. Guy and stake trees immediately after planting, as indicated. E. Flush Valves: Install flush valve at end of each drip line run. a to rootballs during deliver, storage and handling. I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as PART 2- PRODUCTS 2.4 PLANT MATERIALS necessary for elimination of weeds. 3.8 SPRINKLER HEADS Im III 1.6 JOB CONDITIONS A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown 2.1 PIPE AND FITTINGS A. Flush circuit lines with full head of water prior to head installation. A. Utilities: Determine location of underground utilities and work in a manner which will avoid for landscape work and complying with recommendations and requirements of ANSI Z60.1 3.6 SODDING NEW LAWNS A. PVC 1120,ASTM D-1784, permanently marked with manufacturer's name, 1. Install heads at level with mulch or lawn. D 0. possible damage. Hand excavate, as required. Maintain grade stakes until removal is "American Standard for Nursery Stock". A. General: Install lawn sod in all areas designated on the drawings. schedule rating, size, type. Solvent-weld type: 2. Locate part-circle shrubbery heads to maintain a minimum distance of six mutually agreed upon by parties concerned. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching B. Soil Preparation 1. Pipe: inches (6")from walls and four inches (4")from other boundaries unless B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, configuration recommended by ANSI Z60.1 for type and species required. Single stem trees 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified a. Pressure lines: Schedule 40 solvent weld. otherwise indicated. Keep overspray to a minimum. CO a U adverse drainage conditions, or obstructions, notify Architect before planting. except where special forms are shown or listed. to a depth of eight(8) inches by approved means, then finish graded as hereinbefore b. Lateral lines: Class 200 pvc. C.Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum described. c. Sleeving: Class 200 pvc. 3.9 CONTROL WIRE INSTALLATION CIO recondition to prior conditions at project completion. number of canes required by ANSI Z60.1 for type and height of shrub. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where A. Bury wires beside or below main line pipe in same trench. �- 2.. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. frozen. required at valves, risers, etc. B. Bundle multiple wires together with tape at ten feet(1 0') maximum intervals. 1.7 SEQUENCING AND SCHEDULING Dimensions indicate minimum spread for spreading and semi-spreading type evergreens D. Sod Placement 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic C. Provide 36 inch loop in wires at each valve where controls are connected and U) < Z A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site and height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod "polypipe" riser. at 100' maximum intervals between. become available, working within seasonal limitations for each kind of landscape work columnar. Provide normal quality evergreens with well balanced form complying with beds. Sod layers shall be experienced, or if inexperienced, shall be constantly 4. Solvent: NSF approved solvent for Type I & II PVC. D. Make all electrical joints (splices) in boxes only. Make electrical joints w o Q required. requirements for other size relationships to the primary dimension shown. supervised by an experienced foreman. The Contractor shall insure that the base B. Polyethylene Pipe waterproof per manufacturers requirements. 1. Plant or install all plant materials during normal planting seasons from 15 March to immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where 15 November. 2.5 GRASS MATERIALS shall be made for shrinkage. Lay sod with long edges perpendicular to primary slope. drip tubing is not otherwise used. 3.10 AUTOMATIC CONTROLLER 3: W 2. Correlate planting with specified maintenance periods to provide maintenance from A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not 2. Fittings: Schedule 80 PVC. A. Install on site as approved. Verify location with Owner Representative. date of substantial completion. weeds and undesirable native grasses. Provide only sod capable of growth and overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid 3. Clamps: Stainless Steel. B. Install typewritten legend inside controller door.Coordinate power with electrical. 2 B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior development when planted (viable, not dormant). damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18"spacing. C. Install controller per manufacturers requirements. Q to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs 1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. sifted soil into minor cracks between pieces; remove excess to avoid smothering of a occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of adjacent grass. 2.2 SPRINKLER HEADS 3.11 TESTING from planting operations. supporting their own weight when suspended vertically with a firm grasp on upper 10% 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure A. Description: Appropriate for application in throw, pressure and discharge. Each A. Do not allow or cause any work of this Section to be covered up or enclosed O 0. of pad will be rejected. proper contact between soil and sod. Final rolling must provide a uniform surface. After type of head shall be of a single manufacturer. until it has been inspected and tested. 1.8 SPECIAL PROJECT WARRANTY B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be 1. Lawn heads: pop-up type. B. Pressure testing: A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. Company, Meridian, ID (208)888-3760 or approved equal. based on uniform, healthy and vigorous growth with no dry or dead spots. B. Manufacturer: Rainbird or Hunter. 1. Make necessary provision for thoroughly bleeding the line of air and debris. O J B. Warranty trees and shrubs, for a period of one year after date of substantial completion, 4. Add fertilizer"B"at the manufacturer's recommended application rate. 2. Before testing, cap all risers, and install all valves. against defects including death and unsatisfactory growth, except for defects resulting from 2.6 MISCELLANEOUS LANDSCAPE MATERIALS E. Water sod thoroughly with a fine spray immediately after planting. 2.3 AUTOMATIC CONTROL SYSTEM 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply 3: < neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard F. Sodded Lawn Establishment A. General; Furnish low voltage system manufactured expressly for control of and test for leakage. Test shall be approved if no greater than 5 psi loss Z Landscape Installer's control. excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing automatic circuit valves of underground irrigation systems. Provide unit of occurs in 15 minutes. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during and mix in accordance with manufacturer's instructions. of sod lawn areas until Final Acceptance of the project. capacity to suit number of circuits as indicated. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. warranty period. Make replacements during growth season following end of warranty period. B. Mulch: Mulch for planting beds shall be Premium Ground Cover(blend of Cascade Compost 2. Mowing shall be done by an approved "reel"type mower. Mower blades shall be set at B. Control Enclosure: Maufacturer's standard wall mount with locking cover, Inspect for leakage. Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, and Black Lava Fines)from Cloverdale Nursery(208-375-5262), consistent in appearance, two (2) inches high for all mowings. complying with NFPA 70. 5. Contractor shall provide all required testing equipment and personnel. Test 0 in opinion of Architect, it is advisable to extend warranty period for a full growing season. and shall contain no toxic substance detrimental to plant life. 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. shall be performed in presence of Architect. Contractor shall make notice C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, per the Manufacturer's recommended application rate. Verify all methods of application. Including switch for manual or automatic operation of each circuit. of test(48) hours in advance. Q or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, Contractor shall notify the Architect in writing that the fertilizer applications have occurred D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time 6. Provide required testing equipment and personnel. twisted, pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. and on what dates. of day and skip any day in a 7 or 14 day period. 7. Repair leaks, and retest until acceptance by the Architect. co Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and of E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer C. Coverage inspection: upon completion of all systems, perform a coverage test uniform color, material, and size to protect tree trunks from damage by wires. 3.7 MAINTENANCE of control unit; type AWG-UF, UL approved. to determine if coverage of water afforded all areas is complete, adequate and A. Begin landscape maintenance immediately after planting. Maintenance shall continue until uniform. Change heads, nozzles, orifices and/or adjustment as directed to Project Final Acceptance. 2.4 VALVING provide uniform coverage. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, D. Final inspection: Job Number 2002 healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and threaded connection with cross type handle designed to receive operating key. 1. Clean, adjust, and balance all systems. Verify that: reset trees and shrubs to proper grades or vertical position as required. Restore or replace B. Automatic circuit valves: high impact plastic with corrosion-resistant internal a. Remote control valves are properly balanced; damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. parts. Low power solenoid control, normally closed, with manual flow b. Heads are properly adjusted for radius and arc of coverage; Drawn Checked C. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations adjustment. c. The installed system is workable, clean and efficient. such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, 1. Drip Control Zone Kit: Hunter PCZ-101. E. Winterization: Winterize system at the end of first season of system operation. K CS K CS free of eroded or bare areas. 2. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Review procedures with Owner Representative. AS SHOWN D. Maintain lawns for no less than period stated above, or longer as required to establish C. Quick coupler valve: brass or bronze construction with hinged top. One per zone. Scale acceptable lawn. D. Manual drain valves: END OF SECTION 1. Bronze construction, straight type, 150 pound class, threaded connections, Sheet Title 3.8 CLEANUP AND PROTECTION with cross type operating handle designed to receive operating key. Calco, A. During landscape work, keep pavements clean and work area in an orderly condition. Champion 100, or approved equal. LANDSCAPE B. Protect landscape work and materials from damage due to landscape operations, operations 2. Size: 3/4 inch. by other contractors and trades, and trespassers. Maintain protection during installation and E. Manual Flushing Valve: Netafim Model TLSOV, two per zone (each end). SPECIFICATION maintenance periods. Treat, repair, or replace damaged landscape work as directed. 2.5 MISCELLANEOUS 3.9 INSPECTION AND ACCEPTANCE A. Chemicals: primer and solvent glue as required by pipe manufacturer. A. When landscape work is completed, including maintenance, Architect will, upon request, B. Valve box- high impact plastic, green in color. make an inspection to determine acceptability. C. Valve cover and frame-compatible with valve box with provision for locking. B. When inspected landscape work does not comply with requirements, replace rejected work D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to ENGINEER DEVELOPER Sheet Number and continue specified maintenance until reinspected by Architect and found to be acceptable. 3/4" minimum. Remove rejected plants and materials promptly from project site. CIVIL INNOVATIONS, PLLC SOUTHPOINT, LLC END OF SECTION BEN THOMAS 1043 E. PARK BLVD. STE 101 P.0 BOX 6385 L4 BOISE, ID 83712 BOISE, IDAHO 83707 Phone (208) 884-8181 4 of 4 Sheets I \ TT I \ \ UNPLATTED I \\ elk; No 10 I 11 ' 9 \ s s /�9�eljk;�%y�, 7 I/ SETBACK LINE 12 1� (TYPICAL) I � � UNPLATTED h o cw / S 6 I ` 15, \ I BLOCK 1 y i 20\ LOT 7 DRIVEWAY 5 I 13 BUILDING ORIENTATION i -- ---------- LOT 13 DRIVEWAY 4 / F9� is �cs, 5 1 5 \ I 1 15 ,. I I NORTH 50 25 0 50 HORIZONTAL SCALE IN FEET PROJEDWGFI E 20-08EXHIBI SAGEWOOD WEST SUBDIVISION DWG FILE DWY EXHIBIT DESIGNED BY BT MERIDIAN,IDAHO CIVIL INNOVATIONS, PLLC DRAWN BY JTA 1043 E.PARK BLVD,STE 101 CHECKED BY BT BOISE,ID 83712 ISSUE DATE 01/18/2021 PHONE:(208)884-8181 SCALE ASSHOWN SHARED DRIVEWAY EXHIBIT www.civii-innovations.com SHEET 1 OF 1 PLAT SHOWING BOOK , PAGE SCALE SAGEWOOD WEST SUBDIVISION 80 ° 40 80 160 LOCATED IN THE NW114 OF SECTION 24, T. 3 N., R. 1 W., B.M., (FEET) CITY OF MERIDIAN, ADA COUNTY, IDAHO PLAT NOTES 1 INCH=80 FT 2021 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS HEREBY RESERVED ALONG THE FOLLOWING: -TEN(10)FOOT WIDE REAR LOT LINES OR AS DEPICTED BASIS OF BEARINGS UNPLATTED -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTED S 8903442"E 2655.64' -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED 14 ,13 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE W. OVERLAND ROAD 2.3 24 PLS 5291 800.09' --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- o --- --- --- --- ' ti --- --- - FOLLOWING: CP&F#107153515 ss�9l p6, W1/16 COR.SEC.24 1327.7T N114 COR.SEC.24 -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED FND 1/2"REBAR/NO CAP s�6, I p , PLS 8961 PLS 5291 -FIVE(5')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED REPLACED W/5/8"REBAR/CAP PLS 11574 g F ; CP&F#108106004 CP&F#107153516 _ _ _ o L1�N o L3 0 q 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, I F WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION - A THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN I rEi1 OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION UNPLATTED WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION I r\ THEREOF." Ln 1 ` SS 06' 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SAGEWOOD SUBDIVISION LEGEND BLOCK 10 1 SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. n BLOCK°o( �g6� � El, BK 110, PG 15846 SUBDIVISION BOUNDARY LINE S — — — — — — EXISTING DEED OR LOT LINE 4. MINIMUM BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE z 1 9 o \��S�S o IN COMPLIANCE WITH THE CITY OF BOISE APPLICABLE ZONING AND SUBDIVISION REGULATIONS, \6 ul —- - -— CENTERLINE UNLESS OTHERWISE APPROVED BY PUID19-00029,AT THE TIME OF ISSUANCE OF INDIVIDUAL 8 �� --- --- SECTIONAL LINE BUILDING PERMITS. UNPLATTED o 7 \�� LOT LINE 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. 12 NNI% @ FOUND 518"REBAR/CAP PLS 5082 OR AS NOTED MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF Ix '~ 6 THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE Wq I �I Q FOUND 112"REBAR/CAP PLS 7323 ENTITY. BLOCK 1 REPLACED W/518"REBAR/CAP PLS 11574 a �1 5 \13 � cv ❑ FOUND ALUMINUM CAP 6. LOTS 11 AND 12,BLOCK 1,LOTS 1 AND 10,BLOCK 2,AND LOTS 1 AND 10, BLOCK 3 ARE vi �I RESERVED AS COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE SAGEWOOD WEST 4 FOUND BRASS CAP ', FND 5/8"REBAR/NO CAP SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS CANNOT BE DEVELOPED FOR 1 ',4 SET CAP PLS 11574 SET 518"REBAR/CAP PLS 11574 RESIDENTIAL PURPOSES IN THE FUTURE. 3 1 T_ _ 0 CALCULATED POINT 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. I 14 BLOCK 1 I 1 LOT NUMBER 8.A PORTION OF LOTS I8-20,22-24,BLOCK 1,A PORTION OF LOTS 1,5-8, BLOCK 2 AND A 1 1 PORTION OF LOTS 4-5, BLOCK 4 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER Is, 1 ACHD RIGHT OF WAY DEDICATION DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL 15 STORM WATER DRAINAGE EASEMENT INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER 1 EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED L — — — TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE N I i 19 — OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. �n 16 STREET -_ W. FLOWER GARDEN _ 9.IRRIGATION WATER WILL BE PROVIDED FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE i ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE z' 17 I 18 2 / �21 _ NAMPA&MERIDIAN IRRIGATION DISTRICT. i i 10. THIS SUBDIVISION SHALL BE SUBJECT TO THE COVENANTS,CONDITIONS,AND RESTRICTIONS (CC&R'S)THAT PERTAIN TO THIS DEVELOPMENT, TO BE FILED AND RECORDED IN THE ADA Gqq.i 17 3 I 1 I COUNTY RECORDER'S OFFICE. 18 I — — — -I ' 11. THIS DEVELOPMENT SHALL HAVE NO DIRECT ACCESS TO W. OVERLAND ROAD. io 3 1 I 12. LOTS 8-11,BLOCK 1, WILL TAKE ACCESS FROM LOT 12,BLOCK 1. THIS COMMON DRIVEWAY IS N 16 4 ' ( FOR THE PURPOSE OF INGRESS/EGRESS,AND SHALL CONTAIN BLANKET TYPE WATER,SEWER AND w 1 19 x I UTILITY EASEMENTS. THIS COMMON DRIVEWAY/LOT SHALL BE CONSTRUCTED IN ACCORDANCE M I 1 i 1 WITH UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF uWi ' 4 ' SUPPORTING 75,000 LBS. COMMON DRIVEWAY/LOT SHALL BE OWNED AND MAINTAINED BY zUNPLATTED 20 i 15 5 ' I SAGEWOOD WEST SUBDIVISION HOMEOWNERS ASSOCIATION. 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE N I ^ — HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. O I � 5 v 1 14 6 1 14. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.XXXX. I 21 cq� co 1 I SURVEYORS NARRATIVE M 1 �� 6 lF o_ ' THE EAST AND SOUTH BOUNDARIES OF THE SUBDIVISION ARE BASED ON FOUND MONUMENTS I p� I AS SHOWN ON THE PLATS OF FALL CREEK MEADOWS SUBDIVISION NO. 1 AND 2 AND SAGEWOOD NN 1 22 I 13 7 � SUBDIVISION. THE WEST BOUNDARY WAS ORIGINALLY ESTABLISHED BY RECORD OF SURVEY NO. o 1 al 1 SAGEWOOD SUBDIVISION i 7524 AND THE NORTH BOUNDARY BY RECORD OF SURVEY NO. 8220. THE WEST BOUNDARY WAS BLOCK REVISED BY RECORD OF SURVEY NO. 12600. THE MONUMENTS WERE FOUND TO BE WITHIN z a 7 I BK 1104 PG 15846 ACCEPTABLE STANDARDS. THE BEARINGS AND DISTANCE SHOWN HEREON ARE BASED ON THE j 23 12 8 �� FIELD LOCATED MONUMENTS, CREATING SLIGHT DISCREPANCIES WITH THE RECORD DATA. BLOCK 3 I REFERENCES 1 8 j I RI)FALL CREEK MEADOWS SUBDIVISION NO. 1, BOOK 114 OF PLATS,PAGES 17036-46 I 24 i 11 9 I _ R2)FALL CREEK MEADOWS SUBDIVISION NO. 2, BOOK 115 OF PLATS,PAGES 17181-88 i R3)SAGEWOOD SUBDIVISION,BOOK 110 OF PLATS,PAGES 15846-48 R4)RECORD OF SURVEY NO.8220 9 I R5)RECORD OF SURVEY NO. 7524 BLOCK 2 i I R6)RECORD OF SURVEY NO. 10894 1 25 ` 10 R7) WARRANTY DEED INST. NO.8940813 1 \ I 10 r — — R8)QUITCLAIM INST. NO. 108034109 — — R9) WARRANTY DEED INST. NO.2018077603 SEE SHEET 3 OF 5 FOR LINE AND CURVE TABLES R10)RECORD OF SURVEY INST. NO. 12600 FND 1/2"REBAR/ILLEGIBLE • �__ _ —_ _ _ 1 _ W. DAVENPORT ST_.J REPLACED W/5/8"REBAR/CAP PLS 115744 ..., BLOCK 1 \ / W. DAVENPORT STREET (PUBLIC) (PUBLIC) 26 ti6j o� 2030 S. WASHINGTON AVE. BLOCK 4 �A EMMETT, ID 83617 4 1 BLOCKO2 D SUBDIVISION 4��Z5T G� �� „ (208) 398-8104 L\ FALL CREEK MEADOWS SIIBDIVISION N0. 1 PLS 1575 0 __ 5 I BK 110, PG 15846 a C FAX (208) 398-8105 BK 114, PG 17036 _ 11574 G� WT00 ��T 1 FND 5/8"REBAR/NO CAP � 1/15/21 / Z o SET CAP PLS 11574 W114 COR.SEC.24 L 46'4S" �T_ o PLS 11334 CID W 313.9 7�, S 00021'22" W CP&F#2018-009553 0 �N Z ? 0 2977' BEAG1' WWW.SAWTOOTHLS.COM 4 FALL CREEK MEADOWS SUBDIVISION N0. 2 PLS 11334 i BLOCK 5 SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: r?' BK 115, PG 17180 1 OF 5 1/2021 AM JB 120017 120017-FP PLAT SHOWING BOOK , PAGE SAGEWOOD WEST SUBDIVISION BASIS OF BEARINGS UNPLATTED S 8903442"E 2655.64' 14 13 --- -- - W. OVERLAND ROAD --- 23 24 PLS 5291 V 800.09' --- S - --- --- --- --- --- --- --- --- --- --- --- --- ---Tprl, --- --- --- --- - --- --- - S�° 527.78' CP&F#107153515 s�6, l/16 COR. SEC. 24 1327.77' N1/4 COR.SEC. 24 S 8961 PLS 5291 FND 1/2"REBAR/NO CAP . F9CP&F#107153516 f� SET 5/8"REBAR/CAP PLS 11574� 106, POINT OF BEGINNING &F#108106004 FND 5/8"REBAR/NO CAP w L 14 L3 o SET CAP PLS 11574 0 9 00' 0 22.77' �I • • 5i8903442"E 96.09' q v� I H r< UNPLATTED I v� 1 � � 11 �� 1 I I � •So00 � � �� 00 Ln C6 hp / / �� Irk'+ ��. / �`��O �� W I MI MI 10 ti // �TyOJ�� S so SAGEWOOD SUBDIVISION BLOCK 1 M BK 110, PG 15846 1 g ftip titi i 328 �� S� o i 10.99' / ��ti // // ISO00 9>; titi 057" e L7 UNPLATTED 1 S>y� s400, // / / otiv // 7 � nI I / � // i p0' /^ DSO EXISTING CITY OF MERIDIAN Q I j r>0 y 12 SEWER AND WATER MAIN I Eby„ �S 285`s,�_ ti�� 6 // EASEMENT INST. NO. 2015-0959164 C3 of 82<� // N76°4570 _ 1 I BLOCK 1 <\ oti NI~I 5 13 QI I 1 ^ti \ • p� �1 / 4 FND 5/8"REBAR/NO CAP z I 10'(TYP) —�f t� • 00`. / b / �' / l �S9- SCALE 1 �-------------J bti O" `� i ^�h / ti� i % / �� o SET CAP PLS 11574 �r,N89033'42"W 101.70`� ��55 /gyp yL �� / 3 60 0 30 60 120 LnN o�n) 14 y / L 2 ^Q'/ I 1 (FEET) BLOCK 1 I I 1 INCH=60 FT NI----------------- �'� • �� SS �\LOh � o4 l 1 jai -N 8903342"W 131.72'----76 �P .0 �'\ I Ll l I- / `y 1 •l6 G��lJ S2`� / I ~-i ooin1 `� 15 i , L,I � l 1U v v �81i �Lys'T � / i J ------------3.59 • -N 8903342"W 99.83'- '---� C17 67.95' 1 d r -N 89033'42"W 123.58 23.5' 23.5' Uj I ` CIS S 89°27'15"E o L I I o f I o �' O of > 16 Io I �i 19 h�0 • • C�8 M 1 — 0 10n� i� I I I ti C1y� • N 89°27'15"W W. FLOWER GARDEN STREET (PUBLIC) ° 1 in L-N 89°3342"W 100.00'-� ° o ° CZp -52.62' _ °PLS 11118 N I 10'(TYP) N 89 33'42"W 115.05' w ti - - - T r / O z r--N 89°3342"W 121.43'-- I If10'(TYP) i i / �' �� 52.68' M — — — I LEGEND ; ' of I of ; ti c21 N s9°z7'15"w r 18 , al 2 /h .� \. 1 _ of 17 jCo w u'I "'I 9.33' /V v \ �n � 9 -N 89°3342"W 91.86' 1 SUBDIVISION BOUNDARY LINE I dI L-N 8903342"W 100.00'--i L.N 8903342"W 101.15'- L-----------------� U U �,/ 2 rn r-------------- r-------------- UI EXISTING DEED OR LOT LINE � N �- N 8903342"W 119.27- IU I to - CENTERLINE I q of I of • I I� --- --- SECTIONAL LINE 3.91' �o WIp. �i 17 LnI 3 IN 23.5' 23.5' �L-N 89°3342"W 100.00'--i I ----------------- PUBLIC UTILITIES,IRRIGATION AND DRAINAGE EASEMENT �1 CIF-- 10'(TYP) 18 rLn L-N 8903342"W 100.00'-� �-N 8903342"IN 100,00'-j"' a BLOCK 3 '' -------- � o ' II-o C7 I jI f ' - L (TY-P-) LOT LINE r-------------7 ------------—7 o 3 --r�IIt Q)FOUND 5/8"REBAR/CAP PLS 5082 OR AS NOTED BLOCK 2 o -N 89°3342 W 116.80'-- o 16 4 L19 ") I Z -N 89°3342"W 100.00'-0 FOUND 1/2"REBAR/CAP PLS 11118 OR AS NOTED I �I Lnf �; 0' I I r--------- FOUND 1/2"REBAR/CAP PLS 7323 I O N 893342 W 100.0 � L-N 89°3342"W 100,00'--1 10'(TYP) REPLACED W/5/8 REBAR/CAP PLS 11574 N L---------------- rn zl 0I F ____________ 1 4 t �- — W� j S5T 74 I f-N 8903342"W 114.29' �IFOUND ALUMINUM CAP 1/15/21�J I io1 �o rn W of 15 al 01 5 Io � o f I o �r I c° d l I o 1 I o t7 o L-N 8903342"W 100.00'- I OF 1� y FOUND BRASS CAP I o I 20 C� 4`� � "'I �'I "'I 11.75' I`^ I� ip /�F BE A hl N o �I r-------------�11 ® FOUND 1/2"REBAR/CAP PLS 11334 M ___________16_13_J o O L-N 89°33'42"W 100.00'- -N 89°33'42"W 100.00'- d I a oO F G Nz ov r-------------� r------------- - ol- 5 oo 2 (5FOUND BRASS PLUG PLS 11118 N 1 ---N 89°33'42"W 111.79'-- I o of 10 (TYP) o00 LLnI"' L Q I I_ of I of Io o I N I I Q• SET 5/8"REBAR/CAP PLS 11574 Z I ooi 21 ioo I I 14 i i 6 io o N 8903342"W 100.00'J�! p� ----------- • SET 112"REBAR/CAP PLS 11574 1 ' 8903342"W 100.00'--j �-N 8903342"W 100.001- o 00 1 L--------------J -------___ oIo r -----, r u� ° o� 6 alo ° 2030 S. WASHINGTON AVE. 0 CALCULATED POINT r--N 8903342"W 109.29'-� j N 61 I h�� 1 LOT NUMBER I oo l 13 o f M,l o I I Un j SEE SHEET 3 �i I � 7 i L-N 89033 "IN 100.00' EMMETT, ID 83617 ACHD RIGHT OF WAY DEDICATION �-N 8913342"W 100.00'- �-N 8903342"W 100.001- I SEE SHEET 3 // (208) 398-8104 ACHD MASTER DRAINAGE /J T T FAX (208) 398-8105 EASEMENT,SEE NOTE 8 =y& 1,// OO/ SEE SHEET 3 OF 5 FOR LINE AND CURVE TABLES �cnd 5urveyinq ��C WWW.SAWTOOTHLS.COM SHEET: DATE: DRAWN BY., CHECKED BY: JOB#: DWG#: 2 OF 5 112021 AM JB 120017 120017-FP PLAT SHOWING BOOK , PAGE SAGEWOOD WEST SUBDIVISION -N 8903342"W 109.29'- `°I 1 o I 1 of 22 SAGEWOOD SUBDIVISION "n '-� r N 89°3342"W 100.00'- t a 10'(TYP) 1 i0' TVP �I BLOCK 4 `-------------- ra. ° I of ( ) 10 BK 110, PG 15846 Co r-N 89 3342"W 100.00'- N 89 3342"W 100.00'- a o I 7 I o 1 -N 8903342"W 106.79'- w 1 b l o f I o I j of I of to �I I 1 1 �o w o1 12 I of 8 to " L-N 8903342"W 100.00' 23 �U) I I �^I I uOi� c� O . r-------------� -N 89°3342"W 100.00'-� �-N 89°3342"W 100.00'-� w I I 10'(TYP) 1 9 o BLOCK 3 I L-------------- C'1 o d d of Io Cp Q O r-------------� r----------- I OI 8 10 N I �-N 8903342"W 104.29'- W o 10'(TYP) C7 o I u� z 61 61 - 10'(TYP) I- o z _ j Ln l oI 24 �^ �I �I I �I Ln �� N L-N 89°3342"W 100.00'- `o^I 7.50' 23.5' 23.5' } �I o r-------------- 1 SCALE y 1 1 L-----i00.00'------ If10'(TYP) N • cn I 60 0 30 60 120 U N 8903342"W 200.00' ;o `^I 9 to co / N -N 89°3342"W 102.09'- w 23.5' 23.5' N f BLOCK 2 ^' 1 N 1 1 0l 25 I\ n \ n�, 10 !��`N 8903342"W 94.57 J o J (FEET) z o l \ �� o _ 1 INCH=60 FT 1 L"i ° y� L16 � <<'u 10 14.58'� C36 I ---------------' r'� I 80.00' o \ C-N 89°33'42"W 114.09'---\ \ 5 �1g L15 �'�' 78.49' 12.50' N FND 1/2"REBAR/ILLEGIBLE • l3.69' _ _ • _ _ _ W. DAVENPORT ST PUBLIC) -] REPLACED W/5/8"REBAR/CAP PLS 11574 BLOCK 1 � �� • W. DAVENPORT STREET S 89°33'06"E 201.99' o0 T 26 ° r, 3g (PUBLIC) 202.00' N s6�sue'' G N `fie F� 50.00' 50.00' S .0 ' _5 10 6roO 10'(TYP)\ �� • � o N (TYP) 79.51' I LEGEND J \ I I o 9 % I o • �W�V % 1 R 1 � BLOCK 4 I J I- 6 ILn I SAGEWOOD SUBDIVISION -- -- SUBDIVISION BOUNDARY LINE Sg 2 I 3 I I IO1 BLOCK 2 I a I w EXISTING DEED OR LOT LINE I u, 4 I BK 110, PG 15846 FALL CREEK MEADOWS SUBDIVISION NO. 1L_ o N 5 I BLOCK 1 PLS 15758 ° I Lo i o I o CENTERLINE BK 114, PG 17036 o j I --- --- SECTIONAL LINE l Sr I FND 518"REBAR/NO CAP L__, -� I 5'(TYP)I I I PUBLIC UTILITIES,IRRIGATION AND DRAINAGE EASEMENT yQN �>>46' SI 0T'J I I I o SET CAP PLS 11574 ------ 45 w 3Y SI.07''J L 1 0 LOT LINE /a 3 92' - I S 00 21 22 W Qo FOUND 5/8"REBAR/CAP PLS 5082 OR AS NOTED J 29.77' co o O FOUND 112"REBAWCAP PLS 11118 OR AS NOTED PLS 11334 ^� r� FALL CREEK MEADOWS SUBDIVISION N0. 2 FOUND 1/2"REBAR/CAP PLS 7323 °cb / BLOCK 5 REPLACED W/518"REBAR/CAP PLS 11574 =y� BK 115, PG 17180 g FOUND ALUMINUM CAP 40, FOUND BRASS CAP ° ® FOUND 112"REBAR/CAP PLS 11334 ® FOUND BRASS PLUG PLS 11118 Q• SET 5/8"REBAR/CAP PLS 11574 • SET 1/2"REBAR/CAP PLS 11574 CALCULATED POINT 1 LOT NUMBER CURVE TABLE ACHD RIGHT OF WAY DEDICATION CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH ACHD MASTER DRAINAGE Cl 170.70' 55.00' 17704947" N 33019'03"E 109.98' C2 35.94' 55.00' 3702626" N 76029'17"W 35.30' EASEMENT,SEE NOTE 8 C3 16.91' 55.00' 1703708" N 7505856"E 16.85' C4 27.03' 55.00' 28009'12" N 53005'46"E 26.75' C5 45.22' 55.00' 47006'16" N 15028'02"E 43.95' LINE TABLE C6 45.61' 55.00' 47030'45" N 31050'28"W 44.31' C7 25.55' 20.00' 73 12'14" N 18 5944"W 23.85' LINE BEARING DISTANCE C8 15.48' 20.00' 44020'44" N 3302529"W 15.10' Ll S 8903442"E 41.38' C9 10.07' 20.00' 28051'30" N 030I0'38"E 9.97' L2 N 0000735"E 3.00' C10 37.01' 123.50' 17010'06" N 09001'20"E 36.87' L3 S 8903442"E 35.53' Cil 55.49' 100.00' 3104738" S 16020'07"W 54.78' L4 S 6302243"W 23.55' C12 42.45' 76.50' 3104738" N 16020'07"E 41.91' L5 N 25008'13"E 2.74' C13 37.41' 76.50' 28001'05" N 18013'23"E 37.04' L6 S 0202532"E 13.62' C14 5.04' 76.50' 304633" N 02019'34"E 5.04' L7 N88011'31"E 7.92' C15 42.31' 76.50' 31041'l1" N73°36'40"W 41.77' �ls'rl,► s(j L8 N 16018'55"W 22.49' C16 23.67' 76.50' 1704334" S 6603751"E 23.57' 4� L9 N 25008'13"E 12.06' C17 18.64' 76.50' 1305738" N 8202827"W 18.59' ts, L10 S 16018'55"E 18.02' C18 55.30' 100.00' 31041'l1" N 73036'40"W 54.60' w 11574 , Lll N 16018'55"W 4.46' C19 12.58' 100.00' 7012'23" S 61°22'15"E 12.57' L12 N 77013'56"E 28.28' C20 42.73' 100.00' 2402849" S 77012'51"E 42.40' tJ�1/15/21 L13 N 32013'56"E 26.71' C21 18.26' 133.00' 7052'03" S 85031'14"E 18.25' .� L14 S 5304252"E 13.97' C22 32.98' 76.50' 24041'56" S 1204716"W 32.72' 600, OF 1� L16 N 89033'06"W 34.99' C24 53.24' 123.50' 24041'56" N 1204716"E 52.83' OFF BEAG�'�� L17 N 4502636"E 28.28' C25 36.36' 118.26' 17°3703" N 16042'17"E 36.22' L18 N 5304252"W 13.97' C26 16.89' 123.50' 7050'04" S 04021'19"W 16.87' L19 N 1601826"W 31.75' C27 116.73' 123.50' 54009'10" N 26038'17"W 112.43' L20 N 18030'18"E 23.38' C28 8.63' 123.50' 400021" S 0103353"E 8.63' L21 N 18030'18"E 30.10' C29 52.45' 123.50' 24020'06" N 15044'06"W 52.06' L22 S 4403324"E 28.29' C30 55.63' 124.74' 25033'06" N 40048'31"W 55.17' L23 N 4403324"W 7.69' C31 94.51' 100.00' 54009'10" S 26038'17"E 91.04' L24 S 4403324"E 20.60' C32 72.30' 76.50' 54009'10" S 26038'17"E 69.64' 2030 S. WASHINGTON AVE. L25 N 18030'18"E 32.85' C33 125.56' 100.00' 71°5636" S 5402836"W 117.48' C34 31.03' 100.00' 17046'50" S 2702343"W 30.91' EMMETT ID 83617 C35 94.53' 100.00' 54009'46" S 63022'01"W 91.05' C36 74.52' 125.00' 34009'34" N 73022'07"E 73.43' (208) 398-8104 FAX (208) 398-8105 C37 94.17' 75.00' 71°5636" S 54°2836"W 88.11' ,4� wl � �cnd 5urveyinq� ��C WWW.SAWTOOTHLS.COM SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 3 OF 5 112021 AM JB 120016 120016-FP LX=U ir, Q NORTSAGEWOOD WEST SUBDIVISION H INTERSTATE I-84 Cj MERIDIAN, IDAHO - 2021 MIJ LOCATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 24, T.3 N.,R.1 W.,B.M.,MERIDIAN,ADA COUNTY,IDAHO a n y _ _o W. OVERLAND ROAD w �2 E 0 ~ PROJECT SITE co 6 SAGEWOOD WEST ~ J 60 °° SUBDIVISION Ld Q m � o W U z � GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES Q co m o M S 3 O 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING Z r WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. CONSTRUCTED. cccc 4HE o MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS u; a OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE z c CONTROLLING STANDARDS OR SPECIFICATIONS. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) r��__JHH y� 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD AND THE CITY OF MERIDIAN WATER DEPARTMENT. h 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS co; ■� READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. WATER NOTES CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE 1. TIMES. 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. N0. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR 6. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKS 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, TO START OF WORK. WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ANDNON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL VICINITY MAP OUTSIDE THE PUBLIC RIGHT-OF-WAY.5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA NOT TO SCALE REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 7. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY � CONSTRUCTION SHEET INDEX A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS TONAL NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 1 OF 13 C.100 TITLE SHEET AND CONSTRUCTION NOTES � �ISTEh, f 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 9. ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 2 OF 13 C.200 STREET AND STORM DRAIN PLAN Q) 4� THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. WASTEWATER RULES(IDAPA 58.01.16). 3 OF 13 C.201 STORM DRAIN DETAILS AND TABLES �I �1i �',V�� Ull1 INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 4 OF 13 C.202 STREET PROFILES 11�� ` 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 5 OF 13 C.300 GRADING PLAN o 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ��//j�✓�v?/� DRAINAGE SWALES)SEEPAGE BEDS, , . 6 OF 13 C.400 SEWER PLAN AND PROFILE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. TREATMENT FACILITY(I. PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7 OF 13 C.401 SEWER PLAN AND PROFILES / 0 F 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 8 OF 13 C.402 SEWER PLAN AND PROFILE J4#I N P S�O 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS REPLACE THE ENTIRE ROADWAY SURFACE. AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 9 OF 13 C.500 WATER PLAN DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE PUBLIC WORKS INSPECTOR. 10 OF 13 C.600 PRESSURE IRRIGATION PLAN RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF 11 OF 13 C.700 GRAVITY IRRIGATION PLAN AND PROFILES CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 12 OF 13 C.800 STREET DETAILS o LU 13 OF 13 C.900 STREET LIGHT PLAN c � a LU 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD o z PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. zo a CDm 3 CONSTRUCTION CONTACT INFORMATION � z > 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. LU z z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM ENGINEER DEVELOPER SURVEYOR w o THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES CIVIL INNOVATIONS, PLLC DEVCO, LLC SAWTOOTH LAND SURVEYING, INC. z o � U Z 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE CONTACT:BEN THOMAS CONTACT:JIM CONGER CONTACT:GUS PORTER � a CD o zo 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS 1043 E.PARK BLVD.STE 101 4824 W.FAIRVIEW AVE. 2030 S.WASHINGTON AVE. cc w RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 0- °C z LU 1--_ SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES BOISE,IDAHO 83712 BOISE,ID 83706 EMMETT,ID 83617 } oc w °C or ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL PHONE: (208)884-8181 PHONE: (208)336-5355 PHONE: (208)398-8104 < o 0 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, EMAIL:BEN CIVIL INNOVATIONS.COM o cn c� UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND @ EMAIL:JCONGER@CONGERGROUP.COM EMAIL:GUS@SAWTOOTHLS.COM CD =LU w NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL z BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA a z cc 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). BENCH MARK AND DATUM DATA cc � J � c/) 2 S 3. THE HORIZONTAL SEPARATION OF NON POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 4DATUM DATA z A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS HORIZONTAL:NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH VERTICAL: NAND 88 SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD STORMWATER DESIGN GUIDELINES. LU CD 0 mz z O o y = Q o cc STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND y - ~ Z z ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE �d W PROPOSED WATER LINE AND VALVE Q_ � ABAN Abandon EVC End of Vertical Curve POC Point on Curve PROPOSED PEDESTRIAN RAMP W DETACHED -aa. � � ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK - W EXISTING WATER LINE AND VALVE AC Asphalt Concrete FG Finished Grade PP Power Pole CENTERLINE ATTACHED PROPOSED DOUBLE WATER METER SERVICE LINE W ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch w AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED PROPOSED SINGLE WATER METER SERVICE LINE Q = ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP O c/) EP EXISTING EDGE OF PAVEMENT DETACHED EXISTING DOUBLE WATER METER SERVICE LINE BC Beginning of Curve FS Finished Surface PVMT Pavement WITH ATTACHED SIDEWALK w BCR Beginning of Curb Return GALV Galvanized R Radius 0+00.00 CENTERLINE STATIONING EXISTING SINGLE WATER METER SERVICE LINE J F- BK Back GB Grade Break RB Ribbon Curb O ~ BM Bench mark GIRR Gravity Irrigation RC Roll Curb PROPOSED VERTICAL CURB '^ PROPOSED FIRE HYDRANT BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way PROPOSED CONCRETE VALLEY GUTTER BW Back of Walk GM Gas Meter RL Roof Line PROPOSED ROLLED CURB - EXISTING FIRE HYDRANT 31 CB Catch Basin GR Grade RR Railroad PROPOSED REVERSED VERTICAL CURB ® PROPOSED CONCRETE THRUST BLOCK Uj CF Curb Face HOPE High Density Polyethylene Fit Right PROPOSED VERTICAL TO ROLLED CURB o o -- -- PROPOSED SEEPAGE BED WITH cf Cubic Foot HORIZ Horizontal S Slope TRANSITION SECTION MONITORING WELLS ® EXISTING CONCRETE THRUST BLOCK CL Centerline HP High Point SB Seepage Bed EXISTING VERTICAL CURB CO Clean-Out(Sewer) INCL Including SO Storm Drain o o PROPOSED SAND AND GREASE TRAP SEWER PLAN LEGEND CONC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING ROLLED CURB CONN Connection IP Iron Pipe Dimension Ratio EXISTING SAND AND GREASE TRAP SC SERVICE CONNECTION CONST Construct,Construction IRR Irrigation SEC Section 2645 PROPOSED 5'CONTOUR ® PROPOSED DROP INLET SL SERVICE LENGTH (. E IDIAN --COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) 2644 PROPOSED 1'CONTOUR CTV Cable Television Works Construction SG Sand and Grease Trap EXISTING DROP INLET SI SERVICE INVERT ELEVATION IDAHO CY Cubic Yard L Length SP Signal Pole 2645 EXISTING 5'CONTOUR 10 Public DBL Double LB Pound SPRK Sprinkler SO PROPOSED STORM DRAIN LINE AND MANHOLE SS PROPOSED SEWER LINE AND STATION Works Department DI Drop Inlet LF Linear Foot SS Sanitary Sewer --2644---- EXISTING V CONTOUR Design&Construction Supplemental Specifications P ry SD EXISTING STORM DRAIN LINE AND MANHOLE SS PROPOSED SANITARY SEWER LINE AND MANHOLE EE DIA Diameter LP Low Point STA Station DRAINAGE SWALE �� PROJECT N0. 20 0805 SW1 DIP Ductile Iron Pipe LT Left STD Standard ��SS PROPOSED SANITARY SEWER LINE AND SERVICE ■ ■ ■ ■ DW Driveway MAINT Maintenance SW Sidewalk -� PROPOSED STREET SIGN ■ DWG FILE CA 00 DWG Drawing MH Manhole SY Square Yard EXISTING STREET SIGN GRAVITY IRRIGATION PLAN LEGEND � SS EXISTING SEWER LINE AND MANHOLE � � • • • • E Easting MW Monitoring Well TAN Tangent _0_L SS EXISTING SEWER LINE AND SERVICE rw • • ` DESIGNED BY BT EA Each N Northing TC Top of Curb PROPOSED STREET LIGHT GIRR- PROPOSED GRAVITY IRRIGATION LINE AND BOX ■■ ■ ■■ ■ ■ DRAWN BY JTA EC End of Curve N0. Number TEL Telephone GIRR - EXISTING GRAVITY IRRGATION LINE NOTE ■ ■ r EXISTING STREET LIGHT - ■ ECR End of Curb Return OHP Overhead Power TOPO Topography � ■ � X. ` �■ ■ F CHECKED BY BT EG Edge of Gutter PC Point of Curvature TRANS Transition DIRECTION OF SURFACE FLOW ■ PRESSURE IRRIGATION PLAN LEGEND THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ■ •�I ISSUE DATE 01/15/21 ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical � � 7 EM Electric Meter PCC Point of Compound Curvature VB Valve Box PROPOSED TYPE II BARACADE PIRR- PROPOSED PRESSURE IRRIGATION LINE AND VALVE CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF ■ J HORIZ.SCALE AS SHOWN I ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR 7 ■ EP Edge of Pavement PE EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE Polyethylene VERT Vertical PROPOSED TYPE III BARACADES ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE r • • VERT.SCALE AS SHOWN -�- PIRR PIRR Pressurized Irrigation WM Water Meter EXISTING BARACADE PIRR- PROPOSED CONCRETE THRUST BLOCK APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. ■ - ■ � ■ - - PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE L ■ ■ ' ■■ CA 00 SHEET 1 OF 13 D:\Civil Innovations Projects\2020\20-0805-SW1 SAG EWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.100(Title and Note Sheet).dwg CONSTRUCTION KEY NOTESr bi STREET AND STORM DRAIN PLAN INSTALL PEDESTRIAN RAMP TYPE"H1"(DETACHED SIDEWALKS)PER ACHD SUPPLEMENTAL M i ISCALE: 1 40 -0 HORIZONTAL Al - SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. CIVIL INNOVATIONS II I II 1 INSTALL PEDESTRIAN RAMP TYPE"H4"(ATTACHED SIDEWALKS)PER ACHD SUPPLEMENTAL NORTH 60 40 20 0 40 80 SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 41 INSTALL PEDESTRIAN RAMP TYPE"H7"(ATTACHED&DETACHED SIDEWALKS)PER ACHD a HORIZONTAL SCALE IN FEET SUPPLEMENTAL SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. ® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. I I I I - -- J F INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. - - - - - - - - _ _ _ _ _ _ - II J ❑ REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET 2610.21 AC 16+ 9.75 6 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD 10+45.96,0.00' SUPPLEMENTAL SD-303 AND SD-806. p SAWCUT LINE a (MATCH EXISTING) 2610.23 AC/HP GENERAL CONSTRUCTION NOTES 2609.98 AC/LIP {- 10+50.00,0.00' o 2609.89 AC/LIP 2620.31 AC + w oro 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR 10+45.96,16.04'R 15+08.33,0.00' 16+00 O N N oo S VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. SAWCUT LINE 10+45.96,16.15'L SAWCUT LINE 00 00 = 2. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A (MATCH EXISTING) SAWCUT LINE (MATCH EXISTING) > c7 10 NO-CHARGE RIGHT-OF-WAY PERMIT. (MATCH EXISTING) 2619.99 AC/LIP m °O ° 2610.03 AC/LIP/HP 2620.14 AC/LIP 3. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD a 2609.90 AC/LIP/HP 15+08.33,16.00'R 10+49.91,16.00,R 15+08.33, 16.00'L SAWCUT LINE Q L DETAIL SD-301,AND ACHD SUPPLEMENTAL STANDARD DETAILS SD-303 AND SD-806. SAGEWOOD BEGIN CONST. 10+48.00,16.00'L SAWCUT LINE � LU '�, (MATCH EXISTING) o z 3 4. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%PER ADA REQUIREMENTS. THERE ARE SUBDIVISION (MATCH EXISTING) 10+00 BEGIN CONST. (MATCH EXISTING) O w m O 3 NO TOLERANCES ALLOWED. ' t (MATCH EXISTING) SAGEWOOD 2620.23 RC co = 3 2610.12 RC I 2620.34 RC � 10+49.94,18.00'R 2610.15 RC SUBDIVISION 15+08.33,18.00'L 15+08.33,18.00,R o BEGIN CONST. 10+48.00,18.00,L BEGIN CONST. BEGIN CONST. T (MATCH EXISTING) 6 BEGIN CONST. (MATCH EXISTING) 6 (MATCH EXISTING) /EQP- ---EEP d3 - D (MATCH EXISTING) a / 2610.20 RC - o 2620.37 RC - of 2620.24 RC r 2610.09 RC 15+03.33,18.00'L r 6 / 10+54p.91,/1�8.00'R �1.5% 0%� 15+03.33,18.00'R - 26-d-3- RC/GB -- °_ -0% • PIR PIRR IRR PIRR PIRR P RR PIRR IRR- _ PIRR J r � -EP- -d}--_{f- �- {� TOE PIRR - - 2609.85RC/GB/PC - - - - Tp - - - - - - - - - - TOE - - - _ +00-? - - TOR - - - - - TGe Ppe TOB PIRR 1.3-/� IR PIRR PIR PIR IRR PIRR PIRR I / / ♦ 66.00' m 2620.42 RC - % 2.0%° 11+00.19,18.00 R 11+00.19,18.00,L _2620.31 RC dd °0 5 ♦ 2609.83 RC/GB/PC 18.00' 18.00' °�°014+92.49 � 14+92.49 BCR=116.50' // DI 1A DI 1B SG 1 \ o P a 2609.77 RC/GB/PRC /// 2620.59 RC/GB o ACHD STORM DRAIN / 23+00 / / / / BLOCK 1 11+05.58,17.96 R Igo ,�, 52609.47 FL 11+18.21,17.5T L / 14+52.50 0 0 0 / 11+23.51,16.68'R 2609.65 AC/LIP/HP / / m EASEMENT __11+00 z 11+30.56,22.02'L BLOCK 3 BLOCK 3 °mo/ 2620.74 RC/GB/PC 10.• 2.0% 12.0 / 2.0% 2.0% 1 2609.80 RC/GB/PC 3 4 5 6 7 8 _ I w l X 2609.45 FL 1 BCR=20' � 14+15.49 - - W/ / 2609.54 FL 14+65.16,16.50'R / CO) 2620.59 RC/GB FG ° / 11+28.30, 16.55'R 2609.57 FL 2616.44 RC /2620.49 RC/GB/PT / 1 2609.92 RC/EVC/PT 2620.41 FL •° 14+52.50 / BCR=83.50' I 0 2609.57 FL 12+89.56 /j 10+37.99 2620.37 FL p 14+49.14 V 2609 55 FL 2613.94 RC/EVC/BVC 2616.64 RC/BVC 2618.87 RC // 2620.21 RC/GB 6 d 2609.61 RC 3 2611.14 RC/GB/PC / 2620.31 FL W �� 1 1! 4 11+50.31,16.77'R 260�9.35 FL s 2609.90 RC 14+06.03 13+49.14 12+79.14 11+39.56 m / 10+56.00 LU MW / ° 2619.67 RC 2620.28 FL ^/ , 14+51.88 2614.49 RC 2616.74 RC 2617.27 RC 2618.07 RC *\ o ° / 2609.56 RC/GB/PT a A ° 2611.81 RC 5 �10+89.56 BCR=20' 3 2620.51 FL 2 11+60.78,16.50'R �a \p • 13+89.56 13+39.56 12+72.86 12+39.56 11+89.56 / MW 3 - 14+04.50 2609.30 FL r ° o� ti m g /� owl 2620.62 AC 14+00 1 / 2609.38 AC/LIP/PT 9 / / 11+55.43,14.54 L ---„/-- /ti DI 2A ,� --- 2620.53 FL z 2609.24 FL o 9 r� /o o f o \ / S.GRAYLING AVE. f o / o �� /;' 1 5 2s2o.67 AC 14+00.50 / 2609.47 RC/GB 0 / _o T o / o / 6 1. % o BLOCK41 FALL CREEK MEADOWS 22+00 a 11+77.52,16.50'R /� 0� r o r DI 2B N -r / + 3 / SUBDIVISION NO.2 d� 9 / // Lo SG 2 - /� f /, �' � L111��_i / / �� OF �� 20 2 / 62 . AC MW / �)�I ��O ° m / ♦ ° 3 ?80 0 m a° T SB 2 / 2 2626.99 RC / 01 / I N P 1.8% 073 p x28� 9C / s 11 co r 13+52.50 MW 2619.94 RC I / 1 �\ o_ 2615.32 RC / �/ // /°m/♦�QQ / 0°' �. / � m`VIN T c3 13+22.86 °0°0 5 10+72.86 W 2616.74 RC 2617.54 RC 2618.34 RC 2620.39 FL 5 / c� o 2613.94 RC/EVC/BVC 2620.21 RC/G 2620.45 FL / / / o J a / j° r 8. �► N 12+72.86 12+22.86 // '11+72.86 F- a o + 00 �r o 612.61 RC 13+49.14 / / / 10+55.00 w / Q. / as ,� m �, r r + 2616.64 RC/BVC ACHD STORM DRAINS 2619.14 RC 50.00' 2621.19 RC / 21 I LU o z / �° /♦ v o + N r m 6 m y 13+72.86 2620.54 RC/GB/PT / Q, m of v N r 12+79.14 EASEMENT 11+22.86 BCR-20' 13+02.50 / / / z cc o } N r o + 611.14 RC/GB/PC 10+38.01 18.00' 18.00' / UNPLATTED / 4 .� m /// / 2621.03 RC/GB/PC \ / o >_ a m / / e O / N T 14+06.03 2621.20 RC/GB/PT / "1 "' z > / Q � // / 13+42.49 / v v a� z a o 4 5 6 I / o; / 2620.90 RC/BVC/AP/PC LU z z / / ♦ / / 3 `7 a / / 8 9 2621.20 RC/GB/PT 2.0% 2.0% 13+00.50/ v W rn / I o z / / 4 / ?6 // / -- a' a 11+74.94,18.00 R o r?608 °/ 13+00.50 �j 13 00 / I Q + l o Fp W °� + T T / TRANSITION CURB TO MATCH EXISTING o o z 2621.48 / CM T m (STA 11+44.69 TO STA 11+74.94) o 0 X 21+00 / ///♦ / r3x�298gCi♦A�8 CAA? 6 ° 4ja 00 ACHD S / / / 5 l 2 R44/39 o N / o W > � ♦ 9 ! �` s` - STORM DRAIN // � \ \ / / / 5 ? /CB rss 00, EASEMENT / / \ \ \ / N / / 2620.21 RC } z LU 11+49.70,18.19'R a o o co �° / /♦ / �V ^! OE • \OE _V - - - TOE - - - - - T E c c EG\ �- EG / 2620.06 RC/AP o � z o / `` c> o • r-?A ,92 Gj� PIRR PIR - - C° IRR 93 - - - - - - 0 / 11+44.69,18.22'R r c� m ° 0 TOE T C/J LU - ? q? ? - - - - 08 - - - - / BEGIN CONST. � o °C �• _ / o � ? _ - - - - - - - - PIRR - EG -- 2� I / Z �_ - EG O ! /° 6 - EG EG - / ♦ / / r 6 8,� Q J�� r? 9C - EG- - - -2621.48 RC/HP - _ ° / ( ) I 11 J F- ///♦ 5 EG Ax0 ♦ / 39 , _ W / MATCH EXISTING ¢ z 6, Ec ?6'08 x2D CB- - EG - - - - - - - - - - - 12+44.39- 2621.14 AC J ° 2619.86 AC/LIP/AP _ _ EG -b`- -? - CI O V EG _ EG - EG El; - - - - EG EG / _ EG EG - °/ / 11+44.69,16.23,R x o 2621.42 RC/GB/PC 2621.07 AC W CO / ♦ / / / ?s ��, qCi D� o� Qo� oa G08r 3x6 CIA 12+32.74 BCR=20' �0 / z ° EG x SAWCUT LINE 2620.87 FL 3 If OOio 0 / j/ ♦/°// / rAx�3 s?9C o00 �° o�,`�/oo� 2 9rF rCe/�I BLOCK 2 BLOCK 2 2620.81 FL 1a , ti� 2 (MATCH EXISTING) sC y(9 ! -,-Q r 2609.19 RC/GB/PT 2621.03 RC/GB/PT /r 1 r, �0 18 17 16 15 14 13 12 11 / � 2620.31 AC/GB 8 16+51.71 10+33.09 2621.00 AC 11+44.69,0.00' °/ 2609.27 AC/GB/PT `�'/ i °I°04�° No Z % N' SAWCUT LINE � / / �° 7 r 08 s0a 20' 16+51.71 rA 6083s�x�8�6� ,�x C/ 2618.97 RC/GB/PT 2620.61 RC/GB/PC off'' a N 2Z° 6 0 (MATCH EXISTING) C �. � 9 2610.40 RC 20+00 / / ♦ ° / Q xA 9C rs CB,p 16+02.81 10+56.74 11+51.26 20� %r 3 t . N \F'4r+RAs ? \rx00�76Sop ?o� rs� S�2 2610.57 RC/GB/PC 2611.68 RC 2612.92 RC/GB 2613.78 RC 2614.65 RC 5 2615.51 RC 2616.38 RC 2617.24 RC 2618.11 RC N/ SgVF / LL BCR=20' / 8°30r8� Q r IWO 0 R ! 8��` 15+96.22 15+51.26 15+01.26 14+51.26 14+01.26 13+51.M� 13+01.26 12+51.26 12+01.26 MW ^n x 96 00 /. / 3 co / \ A. xA6 99 0' / oo / DI 5A o DI 3A r / d o? CD ly8� C lO>� / r C �� / r/ Lq 0 0. / = m o ca z A °° / 8 3 / °�° �' / o fo ci cs d r r /�/ / ♦ / / QQe 000 -+T - - C - g S.SEAGRASS AVE. o 00 o f cros o `�' v °T <i �44.6g P/AP F+- - - - �+ - - - - - -� T - - - � ti mom a J S /Sg/, Ln r r m o o o N t� o LU v - A C T f Ln c oo a! o x ti o / eQ / ° �s° / ^� 2\ DI 5B � o+ ri N + o r- m a2 � + r- FX/ST/ o ° / 5 DI3B N + N TN + v2r = ram /r ?s2p08 NO) Q �3► V SB 5 SB 3 BLOCK 1 c., r // T o> r o F- N `° 44.sg / / k 610.65 RC 26 m o o rn ¢ RC J m �, SG 5 MW m o o F /' "i ,� rn /> / / o h BCR=48' o B 8 ° o°j h' Q �`� ° O ° BCR=28 2611.89 RC SG 3 MW 2619.10 RC � / N + N + (tij GlN r O z / / g h I° 26j° 15+92.63 615.66 RC m °C m r ATC CON r� 2 ^• w <c, 3 �� 15+42.63 5 2619.83 RC N r /ye ST y / / e o O o 2' 13+42.63 11+44.27 o a 2613.07 RC 2613.93 RC 2614.80 RC ST/N Q ♦ / aQ ryco p 5 0� 610.57 RC/GB/PC 616.53 RC 617.39 RC 618.26 RC -11+01.79 QQ // zo O') o ,v '2 m 15+96.22 14+92.63 14+42.63 13+92.63 12+92.63 12+42.63 11+92.63 2618.97 RC/GB/PT Q + d� �ovG4 � �� d 2609.84 RC/GB/PRC 612.92 RC/GB 2613.78 RC ACHD STORM DRAIN 2617.24 RC ACHD STORM DRAIN 11+51.26 /'m/ �� Q Q y z o / / o // 19+00 O m 14+51.26 Q �- I / � O � 0 0 0 15+01.26 EASEMENT 12+51.26 � o 0 16+25.67,16.50'L EASEMENT / W cn / �` '� V "� a 3► oe =2+83.87,0.00' / o / 0• O 41 LL <v s o - 25 oo 4 oo �, o Go o LO 2609.68 RC / 10 qy w`\' o� `� moo, h' m m + o Y1 22 23 24 / // o 'c 2+69.62,0.00 20 W w > oo O^. �O q c� c.I N L± 15 16 17 18 1 g / / // / w / I 0� h� 'x �y`°o oq'' rye° co° r. 2608.98 AC/GB/PT oo '`� c, h� do x N + 16+51.71,14.50,L °m/ / / 0 � /s ery�o� `'4' �p��2o�` BLOCK 1 0 SUBDIVISION N0. 1 / /� / FALL CREEK MEADOWS O / 5 �• / \X^ INSTALL 20'WIDE ASPHALT DRIVEWAY SEE DETAIL ON DETAIL SHEET PIRR PIRR / W x PIRR PIRR - / ° 0 � 2608.69 FUGB RR PIRR PIRR /Q / ° • ° • C ,, Cz 2609.60 FG/GB PIRR PIRR PIRR J PIRR_ - EP EP EP EP /° 18+00 _ _ EP - - _ _ - EP _ - - - - EP - _ _ _ _ EP - - _ _ - EP - - - ---- EP r - EP EP EP - Ep EP EP _ _ Q. EP ------%-----EP- EP-------- / - - - - _ _ --------------- m o r _ ----------------} ------------------i----- >- // m/ " % PROJECT NO. 20-0805-SW1 oe v / / DWG FILE C.200[ 2 �hl�l --------------------- N ��m / / / DESIGNED BY BT --------------------- L--- Q / DRAWN BY JTA El QCHECKED BY BT UNPLATTED I /° ISSUE DATE 01/15/21 / HORIZ.SCALE AS SHOWN o 17+0 VERT.SCALE AS SHOWN I C100 SHEET 2 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.200(Street and Storm Drain Plan).dwg STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA s'wIDEATTACHEDSIDEWALK = SEE PLANS FOR LOCATIONS FINISH GRADE SEEPAGE BED NO. 1 2SEEPAGE BED NO. 2 ELEV.="A.1"(MIN.) 2 ROLLED CURB-SEE PLANS FOR LOCATIONS DI 1 A DI 2A WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED - ° �p *. CLSTA. 14+92.49, 18.00'LT,W.DAVENPORT ST. CLSTA. 12+72.86, 16.50'RT,S.GRAYLING AVE. DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV -1i1 li ll_ - TOP OF CURB = 2620.42 TOP OF CURB = 2616.74 �d K 1 L K 6"LIFTS ulil E ° ` ° Cj 12"INV OUT(S) = 2617.17 12"INV OUT(W) = 2613.49 A.2 Q P IT PT . 5 TO I yam ;;;;;;;;;;;;;;;%; III-III' 3 x> ° 4 AP: It-5e INSTALL 32.32 LF 12"PVC(C-900)@ 1.11%TO DI 1 B INSTALL 29.32 LF 12"PVC(C-900)@ 0.85%TO DI 2B Q(25) = 0.12 cfs Q(25) = 0.53 cfs 0(1oo) 0.17 cfs Q(1oo) 0.73 cfs A.3 O Da NON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP a s - - a AND SIDES OF SEEPAGE BED. OVERLAP OF 1'MINIMUM. } PLAN CONCRETE COLLAR ° g D N.T.S. DI 1 B DI 2B D ��i11'3 a"T��IR C D a r CLSTA. 14+92.49, 18.00'RT,W.DAVENPORT ST. CLSTA. 12+72.86, 16.50'LT,S.GRAYLING AVE. o Z DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV r D w F- TOP OF CURB = 2620.31 TOP OF CURB = 2616.74 00 o a O c~i� c\j °O o 12"INV IN(N) = 2616.81 12"INV IN(E) = 2613.24 A4 -18" 0 12"INV OUT(S) = 2616.81 12"INV OUT(W) = 2613.24 m > CO Ui °O 1� INSTALL 1.17 LF 12"PVC(SDR 35)@ 0.85%TO SG 1 Rj INSTALL 1.17 LF 12"PVC(SDR-35)@ 0.85%TO SG 2 ASTM C33 FILTER SAND 1.5' o _; J` Y o o 0(25) = 0.44 cfs Q(25)= 0.61 cfs A 5 z Q(1oo) = 0.61 cfs Q(1oo)=0.85 cfs A 6 I W X 8 s O w o z MIN.EXCAVATION '-'-' Ld HIGH GROUND WATER EL. N co m = SG 1 SG 2 SEEPAGE BED SECTION VIEW 6 SECTION CONCRETE COLLAR o 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) > N.T.S. Z T WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET) WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET) I a ) ( ) ( ) ( ) ( ) ( ) GROUNDWATER OBSERVATION WELL-SEE ACHD a( RIM = 2620.40(W),2620.36E MATCH FINISHED GRADE RIM = 2616.79 N ,2616.87 S MATCH FINISHED GRADE SUPPLEMENTAL DRAWING NO.SD-627 12"INV IN(N) = 2616.80 12"INV IN(E) = 2613.23 ON THIS SHEET INLET BAFFLE = 2616.20 INLET BAFFLE = 2612.63 A.1 (MIN.) TOP BACK OF CURB _ - S TRANSITION FROM SOLID OUTLET BAFFLE = 2616.70 OUTLET BAFFLE = 2613.13 ROLLED CURB ---------------------------------------------- 18"INV OUT(W) = 2615.85 18"INV OUT(S) = 2612.28 0 PERFORATED OF 18E SOLID WALL PIPE M T ROADWAY BASE MATERIAL INSTALL 10.0 LF 18"ADS N-12 HP @ 0.00%TO SB 1 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 2 A.2 �D----- -A-G--34"- --- --- SB 1 SB 2 CAP END 18"PERFORATED PIPE 18"NON-PERFORATED PIPE INV.=A.3 INV.=A.3 FROM SAND AND GREASE TRAP ° 53.0'L x 9.0'W x 6.0'D SEEPAGE BED 91.0'L x 9.0'W x 6.0'D SEEPAGE BED A.3 D -------------------------------------- (SEE PLANS FOR LOCATIONS) ° SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET � � �_�j_ � �� gD D 5'-0"MIN. D - - - � �c�4"OF 3/4"PIPE BEDDING � RR3%TO2 -0 _ D � � SECTION g D D �� N.T.S. ° D A.4 �Af � �IV STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA THE PORTION OF THE GROUNDWATER OBSERVATION WELL PIPE LYING IN DRAINAGE SAND MUST ASTM C33 FILTER SAND BE WRAPPED IN DRAINAGE GEOTEXTILE,TYPE I(PER ISPWC SECTION 2050)AND THE � NAL SEEPAGE BED NO. 3 4SEEPAGE BED NO. 4 GROUNDWATER OBSERVATION WELLS SHALL EXTEND TO A MINIMUM OF 1'BELOW A.5 THE BOTTOM OF SAND IN THE SEEPAGE BEDS. MIN.EXCAVATION 2017 ACHD REVISION S� ��isTER� f DI 3A 014A A•6 L - 4 CLSTA. 12+51.26, 16.50'FIT,S.SEAGRASS AVE. CLSTA. 13+67.48, 16.50'RT,W.FLOWER GARDEN ST. HIGH GROUND WATER EL. = IDAHO STANDARDS STANDARD DRAWING DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV SEEPAGE BED PROFILE VIEW FOR PUBLIC WORKS GROUNDWATER �I �O 62 TOP OF CURB = 2617.24 TOP OF CURB = 2608.09 DROP INLET CONSTRUCTION OBSERVATION WELL SD-627 (ACHD SUPPLEMENT) 1 OF 2 12"INV OUT(W) = 2613.99 12"INV OUT(SW) = 2604.84 INSTALL STORM DRAIN ELECTRONIC MARKERS AT ALL FOUR (SEE PLANS FOR LOCATIONS) OF INSTALL 29.32 LF 12"PVC(C-900)@ 0.85%TO DI 3B INSTALL 29.32 LF 12"PVC(C-900)@ 0.85%TO DI 4B CORNERS.SEE STORM DRAIN MARKER NOTES ON THIS SHEET 2 0 ��MIN P O Q(25) = 0.35 cfs Q(25) = 0.63 cfs LIP OF GUTTER LIP OF GUTTER 77� LEGEND @, WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER Q(100) = 0.49 cfs Q(1o0) = 0.88 cfs @Q 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED ° _ ! @3 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) ° g° - SEE AGE B D R A - OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER o � DI 3B DI 4B W/1 TOP BACK OF ROLLIED CURB TOP BACK OF ROLLED CURB." ® TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- = � a o CLSTA. 12+51.26, 16.50'LT,S.SEAGRASS AVE. CLSTA.13+67.48, 16.50'LT,W.FLOWER GARDEN ST. . CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS = DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV e Q PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" o } TOP OF CURB C 2617.24 TOP OF CURB = 2608.09 CENTER OF PIPE ° 18"PERFORATED PIPE 18"NON-PERFORATED PIPE SAND AND PIPE. DRILLED WELLS MAY USE 4" PIPE o } ¢ m 12"INV IN(E) = 2613.74 12"INV IN(NE) = 2604.59 W , , CAP END INV.=A.3 INV. =A.3 O GREASE O a<� OO NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK z a o 12"INV OUT(W) = 2613.74 12"INV OUT(SW) =2604.59 °° ------------------------------------- a TRAP OO POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY IN A BMP FACILITY w z z (PER ISPWC SD-624) O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITH w o z INSTALL 1.17 LF 12"PVC(SDR-35)@ 0.85%TO SG 3 INSTALL 9.02 LF 12"PVC(SDR 35)@ 10.64°i°To SG 4 W/2 ° ° GROUNDWATER . °l USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES o LU j .° OBSERVATION E PAG BED A Q(25) - 0.53 cfs Q(25) - 1.67 cfs GROUNDWATER ® ° WELL,SEE NOTES ° • ° o 0 o z Q(100) = 0.73 cfs Q(100) = 2.33 cfs OBSERVATION WELL, � a ° ° ° ° ° • ° °• . � NOTES: � � o� �„ o SEE NOTES THIS SHEET `TOP BACK OF°SIDEWALI( THIS SHEET �? TOP BACK OF SIDEWALK• ° ° 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR o w STORM DRAINAGE FACILITIES a cc z w cc RIGHT OF WAY LINE RIGHT OF WAY LINE G 32. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS z o cwi) v $00 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) DI 4C 14+70.82,47.66'RT,W.FLOWER GARDEN ST. 5' 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD CC 0 0 0 CD cn' L 5'MIN. 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION U 50 WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET) DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV v5 W w RIM = 2617.29(N),2617.38(S) (MATCH FINISHED GRADE) TOP OF CURB = 2607.49 z m z 12"INV IN(NE) = 2613.73 12"INV OUT(SE) = 2604.24 INLET BAFFLE = 2613.13 SEEPAGE BED PLAN VIEW o OUTLET BAFFLE = 2613.63 INSTALL 120.70 LF 12"PVC(SDR-35)@ 0.51%TO SG 4 w a o 18"INV OUT(S) = 2612.78 Q(25) - 0.43 cfs STORM DRAIN MARKER NOTES: "' o Q(1o0)= 0.61 cfs 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. z INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 3 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. SB 3 SG 4 70.01 x 9.0'W x 6.0'D SEEPAGE BED 1500 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) SEEPAGE BED TABLE SEE DETAIL ON DETAIL SHEET WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET) RIM = 2 (NE),2608.38(SW) (MATCH FINISHED GRADE) 12"INV INN(NE) 2603.63 SEEPAGE BED NO. A.1 A"2 A.3 A.4 A.5 A.6 L W W1 W2 D (NE) = 12"INV IN(NW) = 2603.63 (LOWESTTC) (LENGTH) (WIDTH) (WIDTH) (WIDTH) (DEPTH) INLET BAFFLE = 2603.03 1 2620.31 2617.90 2615.85 2611.90 2610.40 2607.40 53.00' 9.00' 4.50' 4.50' 6.00' O OUTLET BAFFLE = 2603.53 18"INV OUT(SE) = 2602.68 2 2616.74 2614.40 2612.28 2608.40 2606.90 2603.90 91.00' 9.00' 4.50' 4.50' 6.00' y STREET AND STORM DRAIN DATA INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 4 3 2617.24 2614.90 2612.78 2608.90 2607.40 2604.40 70.00' 9.00' 4.50' 4.50' 6.00' SEEPAGE BED NO. 5 SB 4 4 2608.29 2606.75 2602.68 2600.75 2599.25 2596.25 135.00' 15.00' 7.50' 7.50' 6.00' 135.0'L x 15.0'W x 6.0'D SEEPAGE BED DI 5A SEE DETAIL ON DETAIL SHEET 5 2613.78 2611.40 2609.32 2605.40 2603.90 2600.90 71.00' 9.00' 4.50' 4.50' 6.00' w CLSTA. 14+51.26, 16.50'RT,S.SEAGRASS AVE. CIO DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV = O TOP OF CURB = 2613.78 SEEPAGE BED CONSTRUCTION NOTES: cm 12"INV OUT(W) = 2610.53 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION. Q Q INSTALL 29.32 LF 12"PVC(C-900)@ 0.85%TO DI 5B 2. IF ROCK OR IMPERVIOUS MATERIAL IS ENCOUNTERED,CONTRACTOR SHALL HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER J AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, Q 0(25) = 0.36 cfs CAZ CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE F- Q(1oo) = 0.50 cfs w REQUIRED INFILTRATION. W 3. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. z DI 5B 4. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. 31 L j CLSTA. 14+51.26, 16.50'LT,S.SEAGRASS AVE. 5. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 2017 ACHD REVISION CD DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. IDAHO STANDARDS oc TOP OF CURB - 2613.78 7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING O O BED CD 12"INV IN(E) = 2610.28 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY:T CONSTRUCTION OBSERVATION WELL S D-6 2 7 "' 12"INV OUT(W) = 2610.28 A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. (ACHD SUPPLEMENT) 2 OF 2 O INSTALL 1.17 LF 12"PVC SDR-35 D.85%TO SG 5 B)BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PIT RUN GRAVEL. ( )@ C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. 31 0(25) = 0.39 cfs D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4"TO 2"ROCK IS REQUIRED WITH MINIMUM 50%SINGLE 18"DIA.CORRUGATED HOPE OR W Q(1oo) = 0.55 cfs FRACTURED FACE IN PLACE OF 2"DRAIN ROCK. PVC WALL DRAIN PIPE. E)FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE SUBGRADE. 90° Cz SG 5 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO FINISHED GRADE IS REQUIRED. cc 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 45° 7 45° y WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET) SEEPAGE BED DESIGN NOTES: _ RIM = 2613.84(N),2613.92(S) (MATCH FINISHED GRADE) 1. SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALS TESTING&INSPECTION 12"INV IN(E) = 2610.27 (MTI FILE NO.B200031g,DATED JANUARY 24,2020. INLET BAFFLE = 2609.67 2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED 3/8"PERFORATIONS IN VALLYS OF OUTLET BAFFLE = 2610.17 DURING CONSTRUCTION OF THE SEEPAGE BEDS. CORRUGATED PIPE.5 EA. 18"INV OUT(S) = 2609.32 3. DESIGN INFILTRATION RATE IS 8 INCHES PER HOUR.ACHD STAFF MUST VERIFY THE INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 5 INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. 18"PIPE PERFORATION SCHEDULE PROJECT NO. 20-0805-SW1 4. DRAINAGE FACILITY MARKERS SHALL BE PER ACHD STORMWATER DESIGN GUIDELINES(8200) DWG FILE C.201 DETAIL 1. SB 5 5. GROUNDWATER OBSERVATION WELLS SHALL BE PER ACHD SUPPLEMENTAL DRAWING NO. DESIGNED BY BT 71.01 x 9.0'W x 6.0'D SEEPAGE BED SD-627(SEE DETAIL ON THIS SHEET). DRAWN BY JTA SEE DETAIL ON DETAIL SHEET 6. REQUIRED STORAGE VOLUME: SEEPAGE BED NO.1: REQUIRED STORAGE VOLUME=1,152 C.F. CHECKED BY BT SEEPAGE BED NO.2: REQUIRED STORAGE VOLUME=1,963 C.F. ISSUE DATE 01/15/21 SEEPAGE BED NO.3: REQUIRED STORAGE VOLUME=1,515 C.F. SEEPAGE BED NO.4: REQUIRED STORAGE VOLUME=4,856 C.F. HORIZ.SCALE AS SHOWN SEEPAGE BED NO.5: REQUIRED STORAGE VOLUME=1,524 C.F. VERT.SCALE AS SHOWN 6 SEEPAGE BED NO. 1 THRU 5 DETAIL NOT TO SCALE Cm201 SHEET 3 OF 13 D:\Civil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.200(Street and Storm Drain Plan).dwg Q Mol Mol S.SEAGRASS AVE.AND W. DAVENPORT ST.PROFILE LU z W. FLOWER GARDEN ST. PROFILE Uj 2635 2635 2620 _3 ¢ z 2620 > O Q Y Q J o_ rnNw � ■1 PVI STA:11+87.44 v¢i " z_ `n w Y °C } _ � N z ¢ PVI ELEV:2621.30 ¢ m ¢ w m m w u, o = + N = c� - Z O p Cn Y Cn p H m ¢ C_3 CD H T } Y ¢ O ¢ Z ¢ oC CD M CD m K:13.82 CD > o a° cn III m = ¢ o a m ¢ N cn v5 c II U z w T p o LVC:25.00 w ~ Q z � C'� o m w W ¢ w � � ON Qom W U m m Z Y = mmz w p = m m O p cno MN Nu'3 o II L_Uj O C c `1 w^ O w z Y O r� o = p ¢ vi c3 J ¢ cfl r- co m 'n o w ¢ V� N 2630 0 -w _ 2630 2615 -C� o oo - � o 0 o N- 2615 p o in m v N rn � m cs M rn cD v m - r; II + m + N T II W o ca J— S m W Z T Q p ti O Cp O O Z ¢ zz v c � M m CL m J ¢ m + Nmi m —¢ m °° C7 cn_r N N rn + cn m ti ~N N + N M x p ¢ O< CD LUII > cc rnrn o � m � ti + m T r II > m > m =— + m m rnm m m z rn cm coN N O II > rN II J m in w 2X_ r w mN cc p ¢ JF o `1 + N + m cn + m NOC) rm W II II II > � LU J 0 00 0 = < ¢W M C-Dw O O C.7 >_ W M N V co O + O N M CO T CII W C1� W C W ¢ m U. m c� U + N m m Cn ¢ p _ ~ w T M N " cn II m > ¢ J Y LJJ — p U > N > T �`? m , m m ¢ w Mr Cn [C comCD + m II II rN + U) J > > O O C.'3 = M M C-7 W + O V N > II II 1 II M N > Cn W W N > m w II r o o Cn cn �- cc r ¢ W II II II r ¢ w CA Q II N "' r o ao o z r N II J > > > II EXISTING GROUND J w N CC) m C7 > + O M m O O N ZO H W II C/3 W Q W H J H J II Cn W O N C� Q W T N r- r VC O O Cfl CIJc N w 11 + c� + c.i " `r'• M �n c" " X II ¢ w w cn LU m w J AT CENTERLINEA -------_ LLI m 3 + CV + CD I I co N Cl) N 'O 4C\jm N r I I :-il W Q W C!J W Cn W 0.53% - --- M 3 2625 r N-+ `� ¢ w II II II v cmy + to II > w = 2625 2610 c~n w _- -- 2610 Z � T II r II U) w > r N ¢ � 0.78 _-_- ° O II > II w ¢ w J II II T II w ¢ 1.90% __-- 0.48/o r J m 1. 0% c~i� w "' m "' -FINISHED GRADE m w ¢ w ------------- m i AT CENTERLINE "' "' C~n w 2.09% FINISHED GRADE 0.51% 0.50% 0.40% 32°/° 1.34% AT CENTERLINE m 2.5%± ? 0.4 0.7 1% 1 0% 12"SO `V 8"PIRR 0 z ---- ° __ f 12"SD _ 2620 _ ------ - ---- - - - ----- - -- L - 2620 2605 Q, m ± SLEEVE) m 2605 O EXISTING GROUND 1 SD + + CL o + o AT CENTERLINE m 4"PIRR + r M °' 4"PIRR (8"C 900 r ; r M (8"C-900 o cn SLEEVE " - SLEEVE `V 2615 ) ) 2615 2600 _� 2600 _o cn N II H J C) W CO M 7 O V O M N O r M CA W M CD O dp O M CO O O O MOO M c+° IN cV M O N 100 m O Cy r W O N CO CO'0 CD r Cq Cp r 0 CACpO O O O O O O O O O O CA W O a0 O co O a0 O m O CA OO O ONN N N N N N N N N N N N O O O O O OO 0 0 O OOO cc CD c0 CD CO CO c0 CD c0 cD CD c0 CD c0 cD CD O cD CD c0 O c0 CD c0 CD c0 CD c0 O cD CDcDN NNN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 10+50 11+00 12+00 13+00 14+00 15+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 Q) CJS T ,,� l I ��0 62 OF �� Q) MIN P• � LL J w CD Q = U a p LU LU O Z p O O CL Q m Z Q O S.SEAGRASS AVE. PROFILE S.GRAYLING AVE. PROFILE � o z 2635 2635 2635 2635 LU o O U U Z = opt z 00 o z m m o u i o � � w � �¢ Cn zocw m m U Y Cn p ¢ Z W w p 2630 w o -(D 2630 2630 Y¢ w -z 2630 O Cn z Cm w w owr m > CD W LU w p m m w o z m p Q C6 w p � o~ � o¢c CD o ¢ ¢ z � C,7 O m [C C:J p J = O C r O C O w Q 0 CO O r LU CO H C6 cn o+ No PVI STA:13+14.14 ^ oo m ao o m m + N o N r N PVI ELEV:2616.16 � c6 � c CIJC5 o+ N z 2625 N o o N T II II > 2625 2625 M N K:15.49 N N + o_ N T II 2625 m cp II II ¢ w w r 6i LVC:70.00 CD N II II ¢ w > iri 66 I I + N Q W F— J U w U m I I ¢ W F— J Y r II F- J Cn W w m ¢ w F- J fn W W W F J Cn W 111 II w m w F- 0.94% 00°b O° Cn "' 2 O PVI STA:13+99.14 v N FINISHED GRADE ° 2.00% 2620 J --- \\-- 2620 2620 z w + D m - - - ------ 2620 w PVI ELEV:2610.96 m T AT CENTERLINE 0.96 -- N K:23.84 - Cn o Y FINISHED GRADE __--- - o w LVC:100.00 - w ° - .60 k w w �! o AT CENTERLINE ____-- --- } w � m u O p m LU > > _-- Y p °� O° C. ° u CD N ---- 173 EXISTING GROUND + v o N - -- EXISTING GROUND �„ O CD r 4"PIRR o m ¢ w 12"SD AT CENTERLINE Cl! � �, AT CENTERLINE p > _ c0 c + (8"C 900 SLEEVE) 2615 0 C ^ ti ,n N co w __- ---- n T 2615 2615 rn o r 11 _ 2615 2 N c T 11 -_ ---- + N o �'' 11 >, 12"SD CD r— N N H W [1 + o r N ��// C/J W C/J cv mo r_ $ II -_ N II II "'p to 12"SD II > LU W LU cn w 03 2610 C:) w C~ w 2610 2610 ° 2610 y 2 � LU PT:14+49.14 O 2.00% Q 4"PIRR W 0 w (8"C-900 SLEEVE) c 2605 + 2605 2605 2605 W c/) m a O W n O O) CA cD N G) O O O N M O c0 O M O N -4 O IN m CA O CV Ln r C`'D M r w c0 Of CA Of CA CC° CO O CA O �n a; U � ^M Or Or A O O� M Mr NO 00 O� r N CoN On �M OL N� rN O~ rT 1O � M� ON O CD o0 Q7 O O r r cV WM C`7 wM V a u'i CO ui CD co r r tl0 ti CD ao CA Oj O p r p OI N r V M u'j CD cD r ti n � tl0 Oj CA of O Oj r O 0 o O r r r r r r r r r r r r N N N N O r r r r r r r N r N N CD O O CD O CD O CD CD(D CD O CO(D CD O CD(D CD(D CD O CD(D CD(D CD cD CD(D O CD O CD CD(D CD(D CD O CD cD CD(D CD co CD(D CO(D N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N C. N N 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 W Cz a PROJECT NO. 20-0805-SW1 DWG FILE C.202 50 25 0 50 100 DESIGNED BY BT HORIZONTAL SCALE IN FEET DRAWN BY JTA 5 2.5 0 5 10 CHECKED BY BT ISSUE DATE 01/15/21 VERTICAL SCALE IN FEET HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm202 SHEET 4 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.202(Street Profiles).dwg GRADING CONSTRUCTION NOTES / 111111, 1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILL AREAS SHOULD BE STRIPPED OF ALL GRADING PLAN DEBRIS,VEGETATION,AND UNDOCUMENTED FILL. M t- ISCALE: 1" - 40'-0"HORIZONTAL 2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FOR GENERAL FILL.GENERAL FILL USED FOR SITE I CIVIL INNOVATIONS GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL SHALL CLASSIFY ACCORDING TO NORTH 60 40 20 0 40 80 ASTM D2487 AS GIN, GP, GC, GM, SW, SP, SC, SM, ML, CL (OR COMBINATIONS OF THESE SUCH AS SP-SM) MATERIALS. IN ADDITION, THE - - - - - - - - - - - - - _ _ _ GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC HORIZONTAL SCALE IN FEET MATTER AND DEBRIS. 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH AS STRIPPING OR ROOTS). TRASH, DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL,THE EXPOSED SUBGRADE SHOULD BE UNIFORMLY y SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, MOISTURE-CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698. 5. AFTER SITE PREPARATION IS COMPLETED,GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698-STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH _ !� BUILDING PAD SHOULD BE DOCUMENTED FOR DENSITY. 6. GENERAL FILL PLACED WITHIN ROADWAY EMBANKMENTS SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE HORIZONTAL LIFTS AND COMPACTED o TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE ASTM D698-STANDARD PROCTOR COMPACTION TEST. T o SAGEWOOD O F- r E 7. ALL EXISTING IRRIGATION DITCHES,TEST PITS, FOUNDATIONS,AND DRAIN FIELDS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED I j c\I C N WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR SUBDIVISION T ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. ' I SAGEWOOD CC) .0 SUBDIVISION J > MATCH EXISTING N CN I \ ' Q N — MATCH EXISTING //EeP --Eep 3:1 MAX SLOPE — — 3 — — — — D 3:1 MAX SLOPE I O Lei m O 3 (TYPICAL)� (TYPICAL) —2610 N \ 3� I / I I � M = — -- — = — — — — - - - - - - - - - _ j o ro To�- TOE -2620- �— TOE i % I - ----- 1 W�/l /l� j�� / `• ; N I \ N / J \ I I \ \ I I / I Y IIIIIIIIIIIIIIIIII� BLOCK 1 \ / / / i / i \ I i \ \ I I b LOCK 3 \ L — / BLOCK 3 // I / 2 I I u 3 I I r a I I 6 I 7 8; O0 9 --- -10° --- T Y \ r�r 7 / If CM) _ / I� / II I I N I i I / �� i i . I m I — / 2610 / / f I I �/ c'� I 1 °° I N 4\ l l l/lyT 'I y i I /l `\ I �6, \ _ I I i \\ S.GRAYLING AVE. FALL CREEK MEADOWS — — — — —\— _ _ _ 1 , i i BLOCK / I / / SUBDIVISION NO.2 �xIj N � w / / �� ZSTE ��l \ / I 0 �0 62 c / o �/ I d I I / \ / -- � Z I / \ � / / / ' dj �f �' � Q' Z OF � �Q / I I I \ 1 1 / /i // \ 3 j ; r2' l I l � �MINP 1 4 / MATCH EXISTING UNPLATTED / / z I 1/ 2 4 / I 3 q �' \ 6 3:1 MAX SLOPE w / \ \ ----- --� I// /___ / (TYPICAL) o � < I ° 1 / --- --------` — W � J Q MATCH EXISTING o /�'ca0 /// / , / I I I I �\ I I / I ° e I T //� , °U w U 3:1 MAX SLOPE / °j %// / <� / / / / I / I I I \ I ° I W // /// / ~ o (TYPICAL) / �/ //%/ ` ' I , / �' I I I \ \ I / \ I // / / / / zo IZ < m za0 / l I/ / 2--< 5 I / I\ \\ o t I i it o z � Lu z I \— TOE — — — -l- TIE % / O U T0� \� EG z p U (/O EG ��EG EG / \\ / / , p � O OZ - - - - — — — °O EG — EG —� E N /" E6 / G / \ EG \ EG EG L. EG I EG EG EG EG \ \ ° J ° JI a O z co � = LU or U / E \ ' w O o p w C � z BLO K2 / I i I \ I BLOCK 2 \ \ / /\ �j j z cc 9 I I 7 I 16 I 15 I I 14 13 1 12 11 --- -- o o LU CO `� ------- ------- ASS qVF S. SEAGRASS AVE. o 100 I I SB 5 ti SB 3 \ ��`L� LOC_K 1// 9 � I MATCH EXISTING o / / (TYPICAL) CO) 2 25 �\ / Q z 10 j I j j \ I I 1 I I / 22 / Y3 / 24 ; / /c�/ / / Q I I 121 / / o / 12 14 I I \ 15 I 116 17 I 18 I 19 20 �- COD 2� CD \ I 1 N I \ I I i I II / // FALL SUBDIVISIONMEADOWS W BLOCK 1 / � I I a I \ I 1 I 113 I I � I I I I GRADE BREAK / / I I I / w LINE (TYPICAL) I ---- — ---- -------- -1- -----L - -1-------- ------- --J-- -------�--- O - - ------- ------ �_— _— 11 1 I ) � EP EP EP EP EP EP / I \ — — — EP EP \60� \ 2605 — -- -- -- - - EP - - - - - EP - - - - - EP- - - - - EP — MATCH EXISTING D 2 - - - EP - - - - - EP - - - - - EP - - - - - 3-1 MAX SLOPE r————-� w W — — — - - — — EP MATCH EXISTING — EP EP (TYPICAL) � ,i � � EP — � Cz 3:1 MAX SLOPE _ _ — — — EP —==== EP ---_ ------------------- �Q / (TYPICAL) _ _ _ _= EI—————_ — EP EP ___ a — a II{ill O z W W v `I\ //� II / I \ QD / / EP L / / / / PROJECT NO. 20-0805-SW1 UNPLATTED I I N ti °� DWG FILE C 300 w Z / DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 01/15/21 ASSHOWN Ep — — — — — EP ��/ VEOR IZ SCALEE AS SHOWN ° Cm300 SHEET 5 OF 13 D:\Civil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.300(Grading Plan).dwg - - - EG P - - - -EG= - - - - EG - - - - - EG- - - E 55 O� TOB E- TOB =EG 55 - EG- - SS SS - _ - &\ - SS �y J TOB EG -{fit�1J�- EG%/ / EG - / \ To TOB EG 108 / 'COg 5 s� - Ta r \ GIRR GIRR GIRR G R GIRR GIRR TOB TOB TOB 70B � � � j00 / TO - - - TOB - - - - - TOB - - - - / • ° �� °,J / \ EP - EG - - - - EG- - - _ _ EG TOB I • P\PR \\\ \ f \ \ •EP HP � EG EG P EG �OHP P \ � TOE - PIRR PIRR PIRR FCPIRR / PIRR J \ ° BLOCK 1 \ \ \ \ / O LU 00 F o 0 "n v c 00 SC = 10+18 SC = 10+13 \ \ ti 2 SC = 10+52 yd Q m o SI = 2603.10 AT R/W SI = 2603.06 AT R/W \ 3 SI = 2600.54 AT R/W � � / sZ �-r SI = 2605.85 AT CAP SI = 2604.73 AT CAP 7 6\ \ ° 5 4 SL= 51.5'TO CAP / N SL= 222.95'TO CAP SL= 167.95'TO CAP \ \ (4"PVC @ 2%MIN.) ` / / / / \ O z 3 \ (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) SC = 10+08 SC= 13+77 SC= 13+17 SC = 12+67 SC = 12+17 SC = 11+55 j ` / / 0 Uj m o 3 SC = 13+70 \ SI = 2601.35 AT R/W SI = 2601.15 AT R/W SI =2600.90 AT R/W ` Z � 3 SI = 2602.99 AT R/W SI -2601.66 AT R/W SI = 2601.17 AT R/W \SI - 2601.55 AT R/W co o \ INSTALL PRIVATE CLEAN-OUT SI = 2603.57 AT CAP SL=53.2'TO CAP SL- 39.5'TO CAP SL= 39.5'TO CAP SL = 39.5'TO CAP SL= 39.5'TO CAP SL=39.5'TO CAP \ RIM = 2607.84(MATCH FS) SL= 111.75'TO CAP (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.)\ (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 'EXISTING 8"SEWER MAIN\ 4"INV THRU = 2603.10 (4"PVC @ 2%MIN.) ` \ 1 INSTALL PRIVATE CLEAN-OUT o I (PER SAGEWOOD ` \ RIM = 2607.77(MATCH FS) \ • \ ) SUBDIVISION v v O CIVIL INNOVATIONS \\ \ 4"INV THRU =2603.16 s T F `163.7° EXIST.SSMH NORTH \\ \\ 33.50 LF 4"PVC @ 2.000/c I I w I s w I w I I / SEXIST.SSCO _ \\ 1 I \ \ SSMH 2 A SSMH 1 s° \ ��\ 40 20 0 40 80 \\ IVA\CLEAN-OUT 28.50 LF 4"PVC 1 23.50 LF 4"PVC @ 2.00°/� 0 1 ss 13Lo ss 12- INSTALL ss ss y o ° ° \ RIM = 2608.72(MATCH FS) @ 2.00% 12 88.25 LF 4"PVC @ 2.01% 90.00 W. FLOWER GARDEN ST. 97.1° 98.3 PRP \ HORIZONTAL SCALE IN FEET \ \ 4"INV THRU 2605.18 - - - _ _ SSMH 3 ° 0 1 \ 4 2 0 4 8 to \ \\ 98.97 LF 4"PVC @ 2.00/0 89.58 LF 4"PVC @ 2.01% o q \\ N, \ I ___�_ _ 99\ P VERTICAL SCALE IN FEET \ \ \\ \INSTALL PRIVATE CLEAN-OUT 90.47 LF 4"PVC @ 2.00% 5.0 6.00 2 \ \ Fq RIM = 2608.50(MATCH FS) \ \ \ 10.4 SC = 10+90 \ \\ 4"INV THRU = 2604.16 SC = 10+44 10.5' 1 P`PP SI = 2603.70 AT R/W \ \ \ \ \ 49.86 LF 4"PVC @ 2.01% BLOCK 1 SI =2603.22 AT R/W SL= 38.5'TO CAP \ SEWER NOTES c\ c \��\ 155.3°SSMH 4 (4"PVC @ 2%MIN.) \ \\ -i\ 13 SL=93.3'TO CAP I s \ \\ \INSTALL PRIVATE CLEAN-OUT (4"PVC @ 2%MIN.) - \ SC = 10+55 \ POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER ss \ \ RIM = 2607.25 MATCH FS \ \ P SI = 2602.31 AT R/W 1 A PP NOTES NO. 2 AND 3 ON SHEET C.100. \ \ ( ) \ \ PR SL= 26.9'1 CAP BLOCK 3 99\ \ ��N \ \ 4"INV THRU =2603.20 ° ! SC = 11+30 3 * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE \ \ \\\\ \ SC= 10+82 ° \F° \F� \ (4 PVC @ 2/°MIN.) �ISTE� l \ \ \ \ SI _2602.34 AT R/W 148 2 SSMH 9 BLOCK 2 \ \ � SL=38.5'TO CAPS \\ \ �+ \ SEWER NOTE NO. 4 ON SHEET C.100. o \ A9 SL 63.7'TO CAP SC = 11+44 19 \ j� �� 4"PVC @ 2%MIN. \ \ \ \ \ 9 4"PVC @ 2%MIN. y \ 9� ( ) 62 ss \ \ \ ( ) j � SI =2603.56 AT R/W \ �� \ \� � a/ \ \ q SL=38.5'TO CAP \ \ SC = +V A q V (4"PVC @ 2%MIN.) 1097 9� q \ d'� 9T� x�A Q� \\ SC = 11+03 \ \ SI =2603.74 AT R/W �► 9 � 0 F \ \ \\ \ SI =2602.45 AT R/W ! �' SL=28.5'TO CAP s SC = 11+80 4 \ \ \ \ SL= 26.6'TO CAP d'�► ! \ \ (4"PVC @ 2%MIN.) SI =2606.81 AT R/W \ N P \ \ \\ \ (4"PVC @ 2%MIN.) 9G',p \ \99 SL=38.5'TO CAP \ \ ss \ \\ \ 9�, i5 SC = 11+94 18 \ 5' \ (4"PVC @ 2%MIN.) \ \ \ F q \�' � o 5 SI = 2604.62 AT R/W \ SL= 38.5'TO CAP \ \ SC = 11+47 1 \ (4"PVC @ 2%MIN.) F LU cU a SC = 11+53 SI =2605.46 AT R/W 9 \ LU LU vT \ \ \ \ A,9 \ \ SL=28.5'TO CAP � SC = 12+30 5 � o z SI =2603.54 AT R/W \ cc o \ \ \\ \ SL=28.5'TO CAP p ! \ \ \ (4"PVC @ 2%MIN.) ` SI = 2608.52 AT R/W \\ zo a m ss \\ \ 4"PVC @ 2%MIN. 5 �� \ \ \ SL= 38.5'TO CAP z ¢ o \ \ \Fq q ( ) SC = 12+44 17 \ \ (4"PVC @ 2%MIN.) LU LU zo z \ \ \ 16 SI =2605.69 AT R/W L1J o \ \ SL=38.5'TO CAP \ SC 11+97 S 0 tL > \ SEE SHEET C.402 r.�° \ SEE SHEET C.401 0 g o \ = - CID 1 SEWER PLAN AND PROFILE z or SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" a o z = LUo 0 OCn V C' = w C LU LU z °O cc ¢ z � O J LU Q O wccoo =_ F- z 8-INCH SEWER PROFILE-W.FLOWER GARDEN ST. 2620 2620 Z 0 2615 2615 0 LU J_ EXISTING GROUND AT- Z CD cc PIPE CENTERLINE Q ,- -- 2 o 2616 __ -- - -- -- 2610 y z Q ------- -------------- _ W Q z . I ----- ---- --- ;I o Q FINISHED GRADE AT I w LU °C PIPE CENTERLINE Q LU cn 4"PIRR i11 0 12"SD 81,W (8"C-900 2605 SLEEVE) 2605 O 8 II I I I II I I II I I W 51.87 LF 8"PVC @ 0.46% i11 11 6.66 LF 8"PVC @ 0.45% Cz a 8 47.49 LF 8"PVC @ 0.42% II I I 259.40 LF 8"PVC @ 0.40% 2600 2600 SSMH 3 (48"DIA.MANHOLE) r 11 EXIST.SSMH STA= 13+77.42(SE) SSMH 2 STA= 10+00.00 STA= 10+00.00(SW) (48"DIA.MANHOLE) SSMH 1 RIM = 2610.09 RIM = 2608.48 STA= 11+14.02(NW/SE) (48"DIA.MANHOLE) 8"INV IN = 2598.71 (W) 4"INV IN =2600.86(N) STA= 10+00.00(SW) STA= 10+62.53 (FIELD VERIFY) RIM = 2609.57 RIM = 2609.78 PROJECT NO. 20 0805 SW1 8"INV IN T 2600.52 8 INV IN = 2599.08(W) EXIST.SSCO 8"INV OUT=2600.42((SSE) 8"INV IN = 2599.38(NW) " 2595 8"INV IN = 2599.38(SW) 8"INV OUT=2598.98(E) (TO BE REMOVED) 2595 DWG FILE C.400 STA= 10+08.66 8"INV OUT=2599.28(E) RIM = 2610.06 DESIGNED BY BT 8"INV IN = 2598.74(W) DRAWN BY JTA 8"INV OUT= 2598.74(E) (FIELD VERIFY) CHECKED BY BT ISSUE DATE 01/15/21 HORIZ.SCALE AS SHOWN 14+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN Cm400 SHEET 6 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.400(Sewer Plan and Profiles).dwg I � a SAGEWOOD i i SUBDIVISION 3 EXISTING 8"SEWER MAIN (PER SAGEWOOD SAGEWOOD 3 ' SUBDIVISION) SUBDIVISION I EXISTING 8"SEWER MAIN N (PER SAGEWOOD SUBDIVISION) p EXIST.SSMH S /ESP �___EeP d3 - - - - - LLJ a 5 IEX^IST.SSCO /yl r 6V WIRR PIRR I _ -d3-_PIRR f�=_6} PIRR {�- _ _ _ _ - PIRR PIR PIRR PIRR - - - L PIRR PIRR -- _ PIRR PRR W. Tpe T09 PIRR_ _ _ - -PIRR _ _ __ _ _ - TOE - - -PIRR TOE - - - -PIRR TO - - - - -PIR - - -" - - TOE PI IRR PIRR PIRR - - - ~ _ T TO TOB I QO0 TOE � d 12.0' PIRR x 8.5' .° o SSMH 8 XS BLOCK 1 /// o SIC 11+06 SI =2612.63 AT R/W 5 SL 31.0 TO CAP o (4"PVC @ 2%MIN.), 00 T T SILU C= 2600 54 AT R/W ! SSMH 1 BLOCK 3 BLOCK 3 m/// _ / / / / F- c� CD SL= 51.5'TO CAP 163.7° 1 2 3 4 5 6 7 8 om 9 10 t I / / / / cn @ 2%MIN.) // - 12.0' 10.0' / C7 00 .2 CIVIL INNOVATIONS J / / I SC = 10+90 SC = 11+30 SC = 11+80 SC = 12+30 SC = 12+80 SC = 13+30 SC = 13+80// = 14+ \ �/ NORTH Q Y o 14 SI = 2603.70 AT R/W SC 30 . a SL= 38.5'TO CAP SI = 2605.09 AT R/W SI = 2606.81 AT R/W SI = 2608.52 AT R/W SI = 2610.23 AT R/W SI = 2610.86 AT R/W SI = 2611.24 AT R/W SI = 2611.62 AT R/W / / / < w / ° (4"PVC @ 2%MIN.) SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP SL- 38.5'TO CAP SL= 38.5'TO CAP 3 , SC= 2612.24 10+42 AT R/W 4 / / m w U (4"PVC @ 2/o MIN.) (4"PVC @ 2/o MIN.) (4"PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) / / / 40 20 0 40 80 Z 3 SL= 31.0'TOCAP a / M = 3 2 SC = 11+55 / " (4"PVC @ 2°k MIN.) / / � w o ° / ,,, I -fir , , / / I HORIZONTAL SCALE IN FEET o / SI =2600.90 AT R/W 98.3° o SL=39.5'TO CAP .SSMH 2 r0 - ° ! / 4 2 0 4 s (4"PVC @ 2%MIN.) 97.1° / / / w I w I w I I w I 1 w / � I a S.GRAYLING AVE. 90 0° SI =2612.04 AT R/W 4, / / / FALL CREEK MEADOWS SSMH 5 � I i SC = 10+09 / r ° o . ! sl ss I �s ss I ss - - VERTICAL SCALE IN FEET , 4 - SL=31.0'TO CAP / SUBDIVISION NO. �l S 11 l 0`SD' 0 11 12 ~ 180.0, 13 I 1 ss ss 1 15 L L 11 (4"PVC @ 2% ) MIN. - o 0 3 90.0° SSMH 6 SEWER NOTES SC - 12+17 Lri p o ,° , / / `� / SE SI =2601.15 AT R/W ~ - / pr �\ SL=39.5'TO CAP 600' / ) POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER SC = 10+55 4"PVC @ 2%MIN. o o / / NOTES NO. 2 AND 3 ON SHEET CA 00. ( ) SI = 2602.31 AT R/W d w / / _ SC = 10+97 SC = 11+47 SC = 11+97 SC = 12+47* SC = 12+97�k SC = 13+47 SC = 13+97 I SC = 10+46 * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE (4"PVC @ 2°O/o MIN.) SI =2603.74 AT R/W SI =2605.46 AT R/W SI =2607.18 AT R/W SI =2608.90 AT R/W SI =2610.40 AT R/W/ SI =2610.78 AT R/W SI =2611.16 AT R/W a SI = 2612.85 AT R/W / ti SL= 31.0 TO CAP / SEWER NOTE NO.4 ON SHEET CA 00. SL-28.5'TO CAP SL 28.5'TO CAP SL-28.5'TO CAP SL=28.5'TO CAP SL-28.5 TO CAP ,SL= 28.5'TO CAP SL= 28.5'TO CAP a � NOTE: ° ° " " " APPROXIMATE LOCATION OF SC = 12+67 (4"PVC @ 2/o MIN.) (4"PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.)/ (4"PVC @ 2/o MIN.) (4"PVC @ 2/o MIN.) 3 �(4"PVC @ 2%MIN.) / / QQ SI =2601.35 AT R/W / 2 12.0 10.0' / / EXISTING SEPTIC TANK.EXISTING / SL=39.5'TO CAP /Jt 3 4 5 6 / 8 9 I / / / SEPTIC TANKS MUST BE ABANDONED (4"PVC @ 2/o MIN.) Q // / / a IN ACCORDANCE WITH CENTRAL �a SC= 10+81/ / DISTRICT HEALTH DEPARTMENT Sl SL=26 311.5'TO CA3.52 ATP // / REQUIREMENTS. SC = 13+17 ! W (4"PVC @ 2%MIN.) / �QNAL SI = 2601.55 AT R/W / \ \ SSMH 7 / c�`a SL= 39.5'TO CAP (4"PVC @ 2%MIN.) TIE / .y r - - - - TOE - ��0E- -6H 0`c BHP �0 OSOi a H O EG IEE n p \ rW . o.T - PIRR PIRR PIR - - _ _ - Er UGT 93 _ _j- - 62 0 C - - - - EG - - - - EG - - - • - - E G - - - - E G - - - - - - - - - IRR IRR PIRR - - E G -- � SC = 13+70- Go / - - - - EG - FG EG _ � _ - - - EG- / / / � OF �� Q L - - - - EG f� IN V EG cr. E O' EG - EG EG _ EG- EG _ _ _ _ EG EG EG - J �.1 SI = 2601.17 AT R/W - QQei SL= 39.5'TO CAP AEG (4"PVC @ 2%MIN.) BLOCK 2 BLOCK 2 ~ ° s o /1 19 18 17 16 15 10 LU 5 14 13 12 11 i s� .2 r3x) o J � � � fs""o O3 ors SC = 11+44 SC = 11+94 SC = 12+44 SC = 12+94 SC = 13+44 SC = 13+94 SC = 14+44 SC = 14+94 SC = 15+44 ° i / S S,sF " LU LU o z asr �C '2Tp qT,Q SSMH 3 SI =2603.56 AT R/W SI =2604.62 AT R/W SI =2605.69 AT R/W SI =2606.75 AT R/W SI =2607.80 AT R/W SI =2608.63 AT R/W SI =2609.47 AT R/W SI =2610.30 AT R/W SI =2611.13 AT R/W o s�A6A z a g } p �� qp 90.0° SL=38.5 TO CAP SL=38.5 TO CAP SL=38.5 TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL-38.5'TO CAP SL-38.5'TO CAP SL-38.5'TO CAP / qsS a m I ! ro K'PVC @ 2%MIN.) (4"PVC 2%MINI (4"PVC na 2%MINI 14"PVC n 901.MIN t tA--PIM n 90/_RAIKI) IM DIM!l 901 RAIKI 1 /A"r)V!% 00/ RAIKI T nvn nm nnul, .,, ...,. ;! \VF W Z > 1 SEE SHEET C.400 ItC.402 LU o z SEWER PLAN AND PROFILES w o J o) w > SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" o CDg z cc = u, o = z w Cl- CC LU or CDZ U Q CJ) = LU O LU O v) V cl = w CD LU LU z °O cc ¢ z � � J � W Q O 8-INCH SEWER PROFILE-S.GRAYLING AVE. "' z 2625 2625 2620 - - ------- 2620 Z - 11 EXISTING GROUND AT - �-4"PIRR PIPE CENTERLINE __----- �� SLEEVE) 8-INCH SEWER PROFILE -W.DAVENPORT ST. (WEST) 8-INCH SEWER PROFILE-W. DAVENPORT ST. (EAST) Q 2615 12"SD 2615 2630 2630 2630 2630 LU 2 O FINISHED GRADE AT PIPE CENTERLINE Ir 0 2610 12.36 LF 8"P C @ 0.76% Z z Q z 2610 2625 2625 2625 2625 W 0 ¢ SSMH 6 c (48"DIA.MANHOLE) w Ir SSMH 5 DIA.MANHOLE) STA= 15+04.74(N) 2i LU FINISHED GRADE AT 3:STA= 38 PIPE CENTERLINE STA= 10+00.00(W/E) FINISHED GRADE AT Q cn w O 2617.7 RIM = 2620.82 PIPE CENTERLINE T RIM = 617.78 8"INV IN = 2610.93(W) i �-4"PIRR $ Q�G @ 3• 8"INV IN = 2609.21 (S) 8"INV IN =2610.93(E) (8"C 900 8"INV OUT= 2609.11 (N) --- __ 2620 2605 SLEEVE) 22��S�F 8"INV OUT= 2610.83(N) 2605 2620 ----- ---- 2620 2620 EXISTING GROUND AT W PIPE CENTERLINE EXISTING GROUND AT PIPE CENTERLINE cz 59.33 LF 8"PVC @ 3.44% SSMH 4 2600 (48"DIA.MANHOLE) 2600 2615 2615 2615 2615 STA= 10+63.33 RIM = 2610.29 SSMH 2 8"INV IN = 2601.52(S) (48"DIA.MANHOLE) 8"INV OUT= 2601.42 (NE) 86.00 STA= 10+00.00(SW) �F 8"PVC STA= 11+14.02(NW/E) 1.9�% 109.50 LF 8"PVC @ 0.60% PROJECT N0. 20 0805 SW1 RIM = 2609.57 SSMH 7 DWG FILE C.401 8"INV IN = 2599.38(NW) (48"DIA.MANHOLE) SSMH 8 2595 8"INV IN = 2599.38(SW) 2595 2610 STA= 10+90.00 SSMH 6 2610 2610 SSMH 6 (48"DIA.MANHOLE) 2610 DESIGNED BY BT RIM = 2621.23 (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 11+13.50 DRAWN BY JTA STA= 10+00.00 (W/E) STA= 10+00.00(W/E) RIM = 2620.26 2599.28(E) 8"INV OUT=2612.56(E) STA= 15+04.74(N) STA= 15+04.74(N) 8"INV OUT=2611.59(W) CHECKED BY BT RIM = 2620.82 RIM = 2620.82 ISSUE DATE 01/15/21 8"INV IN = 2610.93(W) 8"INV IN = 2610.93(W) HORIZ.SCALE AS SHOWN 8"INV IN = 2610.93(E) 8"INV IN = 2610.93(E) 8"INV OUT= 2610.83(N) 8"INV OUT=2610.83(N) VERT.SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 11+50 11+00 10+00 9+50 9+50 10+00 11+00 11+50 CA01 SHEET 7 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.400 SEE SHEET C.401 -- ---- - - ---- -• ----••-••• •I.. � -,....... .v.. vi -ww.o.n. ./- o1 =cuI�.Yurvin/vv J1 =401U./OAIn/VV N =Zn11.10AIh5/VV' 4"PVC SL=28.5'TO CAP SL=28.5'TO CAP SL=28.5'TO CAP SL= 28.5'TO CAP SL= 28.5'TO CAP SL= 28.5'TO CAP SL=28.5'TO CAP c SI =2612.85 AT R/W / (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 3 3 SL= C TO CAP / I SC = 12+67 /// / (4"PVC @ 2%MIN.) SI =2601.35 AT RAN 5� 2 // / 12.0' 10.0' a SL=39.5'TO CAP , y. / 3 4 5 6 / e // (4"PVC @ 2%MIN.) �Q� a / /\ 8 9 I / a SC = 10+81/ SI = 2613.52ATR/W / I / SL= 31.5'TO CAP / SC = 13+17 SI =2601.55 AT R/W y' / / - SSMH 7 (4"PVC @ 2%MIN.) SL=39.5'TOCAP / // \F� \ // �1 �f I / (4"PVC @ 2/o MIN.) ,y r TOE - - T E � O -OHS PIRR PIRR PIR UGT 03 '° a T T LU M EG EG - - - - - - rr IRR R PIRR - - EG ' / 00 r E EG SC = 13+70- �� E 00� EG EG - - - EG- EG - - - EG - - - - - EG - - - - - EG _ - - - - EG EG EG EG EG \ I > 00 cC EG -SI =2601.17 AT R/W EG - J .° SL=39.5'TO CAP G N (4"PVC @ 2%MIN.) Lu BLOCK 2 BLOCK 2 < U) LUZ 19 18 17 16 15 14 13 12 11 10 O � m = 3 q o SsOrs ! / SC = 11+44 SC = 11+94 SC = 12+44 SC = 12+94 SC = 13+44 SC = 13+94 SC = 14+44 SC = 14+94 SC = 15+44 �,V.pp, p-'C �"Tp�/,Q SSMH 8 w SI =2603.56 AT R/W SI =2604.62 AT R/W SI =2605.69 AT R/W SI =2606.75 AT R/W SI =2607.80 AT R/W SI =2608.63 AT R/W SI =2609.47 AT R/W SI =2610.30 AT R/W SI =2611.13 AT R/W e S e SS �L!\ !p9j 2� qp�L I gp•p° SL=38.5 TO CAP SL=38.5 TO CAP SL=38.5 TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP iNt'/�s0�g`grF �rijiJ r0 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) t ° \ / / S Fg A v I w I w I w I w I I I / Q 8 Sro 70 �o 2 SSMH 9 SSMH 10 w I w I w I w j 0 8 '� oo r' 148.2° - - - - - - - - - - - - - - - - _ _ SSMH 11 y ° / ss/ 0 ^0 �0 �� S S.SEAGRASS AVE. / l`r�03sj q/ �L� `�, I ss ss I ss s 1 ss ss 1 6 // ss 1 ABC r�S q4'' 12 13 180.01 14 15 �2 /0 �qA ti' QJ o y om C o° o o ti L6 BLOCK 1 0 26 9ABC _ 11+03 �s0g-0 3 ?O� o`�'o� SI =2602.45 AT R/W SC = 11+53 SC = 12+03 SC = 12+53 SC = 13+03�k SC = 13+59 SC = 14+03 SC = 14+53 SC = 15+03�c SC = 15+58 SC = 15+92 9i q! (1" r q/ o SL- 26.6'TO CAP SI =2603.54 AT R/W SI =2604.61 AT R/W SI -2605.67 AT R/W SI -2606.73 AT R/W SI = 2607.86 AT R/W Sl _ SI =2611.68 AT R/W a g'� -? IID ABC s>9S/q/C, o 0 0 0 ° SL=2805 TO CAPS SL=2 805 TO CAPS SL=2 81.5 TO CAPS SL=2 81.5 TO CAPS - Nl/ 60 qr O qA / (4"PVC @ 2/o MIN.) SL- 28.5 TO CAP SL-28.5'TO CAP SL-28.5'TO CAP SL-28.5'TO CAP SL= 28.5 TO CAP SL- 26.4'TO CAP / /hSQ�j8�24 C!F ��°2j,o qA SC = 10+44 SC = 10+82 (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2%MIN.) (4 PVC @ 2/o MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 33501FSCs/CyFS�Ur J SL= 93.3'TO CAPS SL=63.7'TO CAPS / / 25 _ �� 0, �N AL S' Q" 8 J / 4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 10 sr�. 10 ( 22 23 24 ��ZS TE�� r Sr�o�s Oy- �2 12 INSTALL PRIVATE CLEAN-OUT 14 15 16 17 18 19 20 21 S� �s 0dr a O� RIM = 2607.25(MATCH FS) rill, �22 0S8S q/ 4"INV THRU =2603.20 0 FALL CREEK MEADOWS q/ SUBDIVISION NO. 1 C S C INSTALL PRIVATE CLEAN-OUT qpA RIM = 2607.77(MATCH FS) / � 4"INV THRU = 2603.16 O FMIN P � p,99 49.86 LF 4"PVC @ 2.01% PIRR PIRR INSTALL PRIVATE CLEAN-OUT PIRR PIRR PIRR / RIM = 2608.50(MATCH FS) 4"INV THRU = 2604.16 PIRR PIRR PIRR I( / PIRR PIRR Ep EP EP - - - - - EP - - - - - EP - - - - - EP - - - - - EP - - - - EP / // O J 98.97 LF 4"PVC @ 2.00% - EP - - - - - EP - - - - - EP- - - - LULU - _ / CDZ EP - - - EP- - - - - EP - - EP EP EP ��- EP fa w // 2T cc CD O Q m cc I / FJ5 EP EP EF -�',o- _- -_ Ee IZ Q O Z Z _ / - E EP P o EP O O Z SEWER PLAN AND PROFILE CD LU w } cc LU U SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" a o z LU � u, o O v. U C, = w c3 LU LU z °O C ¢ z � J W Q O wc co I-__ F- z 8-INCH SEWER PROFILE-S.SEAGRASS AVE. 2620 2620 CIVIL INNOVATIONS _ ___-------- NORTH __ ----- 40 20 0 40 80 EXISTING GROUND AT- PIPE CENTERLINE _-- HORIZONTAL SCALE IN FEET 2615 --- 12"SD 2615 4 2 0 4 8 __- VERTICAL SCALE IN FEET __- 12"SO Cal w SEWER NOTES o y = o 2610 2610 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER Q 0- FINISHED GRADE AT $ PVC @ j•67% SSMH 11 NOTES NO. 2 AND 3 ON SHEET CA 00. � � o LF 48"DIA.MANHOLE z PIPE CENTERLINE 2.60.57 ( ) * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE y z Q STA= 16+00.05 RIM = 2619.36 SEWER NOTE NO.4 ON SHEET CA 00. W 0 8"INV OUT= 2610.69(N) cc E� wLU °C 2605 12"SD 2605 cwi) 213°lo SSMH 1 O 23T 3l LF g pVG @ (48"DIA..MANHOLE) O STA= 13+35.48 RIM = 2614.92 8"INV IN =2606.35(S) 90.12 LF B"PVC @ 0.64% 8"INV OUT= 2606.25(N) W 2600 SSMH 3 2600 Cz (48"DIA.MANHOLE) (48" SSMH 9 a STA STA= 10+00.00(SW) DIA. MANHOLE) y STA = 13+77.42(NW/SE) STA= 10+94.12 RIM = 2608.48 RIM = 2609.77 4"INV IN = 2600.86(N) 8"INV IN = 2601.20(S) 8"INV IN = 2600.52(SW) 8"INV OUT= 2601.10 (NE) 8"INV OUT=2600.42(SE) 2595 2595 PROJECT NO. 20-0805-SW1 DWG FILE C.402 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 ISSUE DATE 01/15/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm402 SHEET 8 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.400(Sewer Plan and Profiles).dwg CONSTRUCTION KEY NOTES r 2WATER PLAN 111111, WATER PLAN SCALE: 1" = 40'-0"HORIZONTAL CIVIL INNOVATIONS T8 Tee,8"x 8"x 8" R1 Reducer,8"x 6" g NORTH 60 40 20 0 40 80 MEMO T6 Tee,8"x 8"x 6" IS,] 3/4"Single Water Service Per City Of Meridian EXISTING FIRE HYDRANT HORIZONTAL SCALE IN FEET Standard Drawing No.Wi &W2 (PER SAGEWOOD 17 FV8 Valve,8"Gate S2 3/4"Double Water Service Per City Of Meridian _ _ SUBDIVISION) Standard Drawing No.W1 &W3 3 WATER LINE NOTES mi FV6 Valve,6"Gate SL Water Service Sleeve(2"PVC Schedule 80) S (S� � POTABLE/NON-POTABLE CROSSING. SEE WATER mi See Water Nate No.4 On Sheet C.100 NOTES N0. 2 AND 3 ON SHEET C.100 FEI Elbow,8",11 1/4' [B] Temporary 2"Blow-Off Assembly Per City Of Meridian a I NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF Standard Drawing No.W13 y{ COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. y 're ore Hydrant Assembly Complete Per City of Meridian Standard EXISTING FIRE HYDRANT I E22 Elbow,8",221/2' [H] Drawing No.W8(Also See City of Meridian Standard (PER SAGEWOOD 3 Drawing No.W9 for Water Service/Fire Hydrant Location) SUBDIVISION) 3 I w 00 E45 Elbow,8",45' [K] P.C.C.Thrust Block(As Required Even If Not Shown) O ~ r E N C9 S V� N I c� Q m C Point of Connection.After Testing And Approval,Connect EXISTING 8"WATER MAIN EXISTING 8"WATER MAIN ----------- o > � E90 Elbow,8",90' [P] a m Q 00 to Existing Water Main ODD (PER SAGEWOOD (PER SAGEWOOD I Q Y — o SION SUBDIVISION) 3 SUBDIVISION) ' Q Ld N SAGEWSUBDIVISION I O U m z 3 N w O 3 � p o ° c Z r EQP ---ERP - - — LLI P D P — 5S — — — — — SS Ss — — — — — Ss — — — — — S — {F _�}_PIRR { _�} PIRR - PIRR PI PIRR PIRR PIRR PIRR PRR L PIRR �IRR -- -- _ — PIRR J LL! TOB TOE I r PIRR - t — TOE TOE TO — — — — — — — — — — TOE GB TGB — — ERR 12.0'- — — PIRR PIRR PIR PIR IRR PIRR 71IRR _ ~ I T — / // I II //°0 • ti ti OO TOE 'X� — / BLOCK 1 a 5co / ° / I / N / 8.5' _ BLOCK 3 // BLOCK m ? ♦ 11 LF 8"PVC 1 2 3 4 5 6 7 8 °0 9 -10 ° 25'MINI I S1 SL / V8 T8 r42, /// cc 2.0' / I / , : E22 K K / / 10.0i / o ♦ a 72 LF 8"PVC S2 $2 / / 18 LF 8"PVC $2 H °°// S2 I IJ 4 w/ / // o/ ♦ 2 14 LF 8"PVC w / Ln 13 LF 6"PVC // rss I AL w I w I w I I w I ! w I I ° / I ! ! w T8 V8 V8 K / 225 LF 8 PVC / 178 LF 8"PVC r / / El° _ _ _ _ _ _ TT_ z S.GRAYLING AVE. BLOCK 4r / / FALL CREEK MEADOWS 0 62 S2 QSO o K / ,. ! S SS 1 SS SS N 1 / L L 111 _ 3 / / / SUBDIVISION NO.2 I �? p/�/��.?/�o ss I ss ss I W a LID / > / / / /♦QQ / ( 00 �0 13 LF 6"PVC Ell °m°0 - K S2 E11 S2 S2 T6 // // S2 I M a I / / / / LL I y K V6 / / - o y 1 2( / I o F- J / / / U a 0 UNPLATTED // / / sQQ 4 5ti . T6 Vs K 2 K // 12.0 CD 10.0' \ / / / a z cc o m 3 4 5 6 c7a / / 8 9 1 .aS2 / / / / / z ¢ o Q`Q // / / � � K E22 `� / / a / � z z S2 �► p NOTE: / / / I zooms z / / //♦ / '/ � •• ! �,�� / EXISTING WELL MUST BE ABANDONED FROM � \ -� � / cc/ y // ♦ / 5 / DOMESTIC USE IN ACCORDANCE WITH IDAHO / \ \ �.� j4� I / / o 0 \ c / CD w L` > ° / ♦ y Sp — _ — — — _ — TOE — — — — DEPARTMENT S, WATER RESOURCE ( \ — a/ I a CC z � ro _ T E REQUIREMENTS,WITH VERIFICATION OF ° / z C) W w �, Q F0 T8 V8 V8 K z or �GF B„ G „p�G „ �, „�— DISCONNECT BY MERIDIAN PUBLIC WORKS — — — — — o LL ° EG— EG — — — �O €j-- PIRR PIRR PIR — — — — PIRR `J3 PIRR — — EG— ° I n O = O — — — — — — — — — — — — DEPARTMENT. CONTACT IDWR IF WELL _ / - - EG EG — ABANDOMENT IS REQUIRED. WELLS MAY w / / INSTALL 20 LF OF 12"x 3/8"STEEL PIPE SLEEVE / C.D LU w BE USED FOR IRRIGATION PURPOSES. — — — EG— — — — EG K E45 — — EG _ / PER CITY OF MERIDIAN SUPPLEMENTAL DWG.SW1 &SW2 a cc EG —6— 6- EG E , V oo� -f- EG EG EG_ _ _ EG - EG - - - EG - - - - EG EG EG EG J a 12 LF 8"PVC w ,N / P L1J < o J T8 / 4 88 -EXISTING 8"WATER MAIN w CO / // ♦/° / / / BLOCK 2 BLOCK 2 c� �CFB pVC (PER FALL CREEK z S2 / 19 18 17 16 15 14 13 12 11 M / I 10 14 LF 8"PVC 3N ! 1 MEADOWS SUBDIVISION) 7 w f ti`' S1 K 13LF6"PVC JG ' i I ii S S.SF,4�RA w m e 56 LF 8"PVC 1 I S2 S2 H S2 Q E22 K ros � _ 13 LF 6"PVC �,'` 8w o T6 26 LF 6"PVC '��° Ss 1 �, w I w 1 w I w I I I I w I I w 1 K3� — /� 8 K H s 220 LF 8"PVC z 276 LF 8"PVC w 1 w S.SEAGRASS AVE_ ti E22 K yy / ♦ / / / ! SS SS ! SS S in ! SS SS 1 S [0 SS I SS /fir S1 .�, N N O _ _ / / ~ u� S2 I t ti o° I LL0 BLOCK 1 / { S — — ss "i �/ �°0 / / E11 26 / ��/ EXISTING FIRE HYDRANT / / / / e� 9 E11 S1 / / (PER FALL CREEK O ♦ / / Q E22 S2 S2 T6 S2 / Qee // MEADOWS SUBD.NO.1) y Q z K S2 S2 E22 / / �� VIS m o Q / d3 SL // K SL K Q °� S2 25 / ��/ W o Q Y 10 ° I 21 22 23 24 w I ode/ / 12 / 14 15 16 17 18 19 20Cw ;5 e BLOCK 1 FALL CREEK MEADOWS / j/ 11 / 13 SUBDIVISION NO. 1 / O 0 N PIRR PIRR ,..., / V ° PIRR PIRR PIRR W/ RR PIRR PIRR PIRR a / / PIRR PIRR — — EP — — — _ — EP — — — — — — — — — — — — — EP EP EP EP EP Cz _ EP °� / Z _ — — EP cc — EP EP / EP WD ` EP _ — _ _ EP — — — _ — EP — — _ _ — EP— — — _ _ EP w / / I S -q ,�) EP EP EP EP - - - - - - - — - - - - - - - - - - - - - - - - - - - - i- - - - — EXISTING WELL ��«�� wz y // / / PROJECT 55 — — — — DWG FILE N0. 20 080 C 500 �- - — S- - - - - - SS - - - - - SS —�I a �Om / / / / DES GNED BT I � �— — — — — ss — — — — � / �°`'/ / / /� DRAIWN BY BY JTA UNPLATTED I \ � \� // om °� / / CHECKED BY BT Q o I I w m / ISSUE DATE 01/15/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm ,500 FP - - - FP tr SHEET 9 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.500(Water Plan).dwg I 2 CONSTRUCTION KEY NOTES ® PRESSURE IRRIGATION PLAN PRESSURE IRRIGATION PLAN g _I SCALE: 1" = 40'-0"HORIZONTAL CIVIL INNOVATIONS so 40 20 0 40 80 FsL8 Pressure Irrigation Sleeve, 8"PVC, C-900 [C4] Plug Or Cap, 4" NORTH 3/4" Pressure Irrigation Service Per NMID Standard HORIZONTAL SCALE IN FEET T4 Tee,4" Detail-Type"A" Riser — — — _ _ _ Si FV4 Valve,4"Gate FK P.C.C.Thurst Block(As Required Even If Not Shown) S FEI Elbow,4", 11 1/4° ❑P Connect To Existing Pressure Irrigation Main a I a FE2 Elbow,4", 221/2° FA Install Air Release Per NMID Standard Specifications 3 Install Drain Valve Per NMID Standard Specifications [E3] Elbow, 4", 45° 7 (Daylight Into The Eight Mile Creek) g w 0 " — O ; N °o [E4] Elbow, 4", 90° o tiCO a - J amo °0 .0 LU 3 EXISTING GRAVITY Y cmV EXISTING 4"PRESSURE W SAGEWOOD 3 I IRRIGATION STRUCTURES ' Q cwi> I K w SUBDIVISION EXISTING 4"PRESSURE K (TO REMAIN) O z 3 / IRRIGATION MAIN w m 3 K (PER SAGEWOOD SUBD.) " T4 IRRIGATION MAIN O m (PER SAGEWOOD SUBD.) K I I T4 K Z co 1 3 EeP ---EeP E`� - "' P � K S EXISTING 4"PRESSURE CL d3 — — — — — d3 — — — — V4 59 LF 4"PVC P IRRIGATION MAIN TEE TO TEE 13 LF 4"PVC E4 / - -/SS - - - - - E1 SG — - - - 55 - - - - 5 -10 LF 4"Pvc T T4 I _ fP---,i}_PIRR -EP- -d} PIRR {�- - - _ _ _ IRR —` PIR PIRR WIRR PIRR 1 PIRR IRR — — — ` PIRR PIRR T4 _ _- -- _ I SAGEWOOD 1/ ( (PER SA D SUBD.) E1 — n T PIRR _ -717!1-- - TOE — _ _ TOE — — — — — TO TOE ---------------------- W i Ge °B 107 LF 4"PVC — — — — — PIRR PIRR PIR 407 LF 4"PVC IRR PIRR PIRR ( ) I EXISTING GRAVITY S°0 K V4 $� o ///C — o — T°Eo 134 LF 4"PVC TEE TO ELBOW dT4 IRRIGATION MANHOLE / / S1 53 LF N S1S1 S1 S1 � S1S1 S1 S1 S1 SL T4 0 / a (TO REMAIN) PRESSURE IRRIGATION NOTES: / / / BLOCK 1 a 55 LF � 5 / S1 / 55 LF 4"PVC V4 C1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL / / / —44 LF 4"PVC (VALVE TO TEE) � 3 V4 BE OWNED AND OPERATED BY THE SAGEWOOD WEST / / K E2 V4 ;� / / HOMEOWNERS ASSOCIATION. / / / / / Ira BLOCK BLOCK3 °0// a V4 ___I rrr / / ' 3.00' o / K 1 3.00' 2 3 4 5 6 7 8 //° 9 aLLa K — � \ ° 2. A CONNECTION BETWEEN THE PRESSURE IRRIGATION l 7.96 AND DOMESTIC WATER SYSTEM WAS INSTALLED IN / / // / S1 // 3.00, SAGEWOOD SUBDIVISION (BACKUP SOURCE FOR THE / / j as / I / 3 I_ 4 $1 / EXISTING 6"PRESSURE PRESSURE IRRIGATION). / / // J V4 E1 E2 K °°°0/ IRRIGATION MAIN 2 � � wJ�' �' /// ., i �f �T T T � / / EXISTING 15"GRAVITY(PER FALL CREEK SUBD.) 5.Op 58 LF a K E2 E1 V4 / / IRRIGATION MAIN �QNAL w w w w w w w V/ ° / / / a (PER FALL CREEK SUBD.) J / N S1 '/ S.GRAYLING AVE_ l�'5'_ 60 LF BLOCK 4r/ / / FALL CREEK MEADOWS / s ss ss ss ss s — ��' $` L1111��_ 3 S1 / / SUBDIVISION N0.2 ii 0K E2 E1 V4 as — ss V K E2 E1 V4 � f S1 oe �I S ° of � I � M a INp. /m ♦QQQ E2 K / d W N / w S1 /// / - o / 21 S1 / / � w CD UNPLATTED / // Q 4 y // / > = c.3 c d C-3 3 / / / / LU J Q / Q y'`' \ / / LU c _ C5 ui t1* / rn 3 4 5 6 7/ // /\ 8 9 J / / / /° / z cc m S1 / G@�O / 3.00' T // / °/ \\ I o' W // / W ¢ o o // / / 3,00, I 5 / S1 S1 S1 S1 / S1 \\ S1 \ \ l l 1p•24, o g z 27 LF 4"PVC / F \ �� ,1 S1 a / E �n o / O w TOE T E g �— EG y/ d (r z W / /�°/ /♦Q gNFs /N ° S1 H GE RPM° R K C4 — _ — — - - U T a z °C W °C U IRR WRR PIR IRR IRR 03 I a p z W Q EG EG /�-- 406 LF 4"PVC E4 K , / oc Lu o 0 EXISTING GRAVITY z EG —6 EG E / EC EG S1 T4 S1 EG S• EG S1 _U') S1 — — — — EG S1 — — S1 S1 EG S1 EG EG EG \ MANHOLE � m EG EG / / / IRRIGATION M L" / o (TO REMAIN) a K w K N1V4 I � J � J F LLl Q O S1 / BLOCK 2 BLOCK 2 w � �_ 19 18 17 16 15 14 13 12 11 10 / 3 66 LF //j� ~ � z ' `ol S s\�SFgPRggs \ \ / Q AV S1 K E1 V4 " ° SE 0 w w w w w w w w w b w w �/ EXISTING GRAVITY //� ♦ /° / / / QQQ 8 S.SEAGRASS AVE. QQQ // IRRIGATION MANHOLE \ \ y / ♦ / / / / S 1 SS SS SS S — — — — — — — — — — C4 / ss ss s ss ss S /Q (TO REMAIN) / Q BLOCK 1 s - - - - zfi 9 ♦ / / QQ ti / v QQQ / p EL / / / '� /1Q � Q O S1 I � — LD 10 / ~ 25 / Q/ y z Q � — w I °�e/ 12 / 14 15 16 17 18 19 20 21 22 23 24 / // CD LU e S1 °9a / BLOCK 1 / // FALL CREEK MEADOWS / w $1 SUBDIVISION NO. 1 / — —I SS s / S1 S1 S1 / O / 13 S1 S1 S1 S1 S1 o O p, 1 S1 S1 $ '� PIRR PIRR � /PIRR PIRR � 3 I / ° S1 726 LF 4"PVC RR PIRR PIRR (/ / EXISTING GRAVITY ' G . • . ° e • / PIRR PIR, PIRR I a /�/ / IRRIGATION MANHOLE / W / . PIRR PIRR EP — — — EP EP EP EP EP EP oe 0 — — — P — — — / E1 (TO REMAIN) Cz EP / EP — — — — _ EP — _ _ _ EP EP EP " //om/o / E 3 / Q J EP _ — _ — _ EP — — ' " EP EP EP El � Q/�� EP 1 ep I // / / �/ S1 S E2 EP EP EP EP EP— S EP -- EP EP EP _EXISTING 15"GRAVITY y �// / / / IRRIGATION MAIN SS S z clm (PER FALL CREEK SUBD.) PROJECT NO. 20-0805-SW1 — 55 - - - - - 55 - - - - - SS - - - - SS — I v a DWG FILE C.600 IS — _ — ss - - - - - ss - - — ` ��t��\_�'v—v �— — / EP °�, / DESIGNED BY BT F- I z z / // // // IRRIGATION MAIN SURE / UNPLATTED I ti // � // (PER FALL CREEK SUBD.) / DRAWN BY JTA o W m / // / ' CHECKED BY BT ISSUE DATE 01/15/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN I / / o EP EP Q Cm600 QQQ SHEET 10 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.600(Pressure Irrigation Plan).dwg BLOCK 31 \ / 1117 - EG O EXISTING IRRIGATION BOX N0.1 19 /`�6 �, d'�e►9� / 14 // - S (� OVER-EXCAVATE EXISTING DITCH TO NATIVE SOIL AND BACKFILL ` / � 8/ EXISTING 36"RCP \ ° � ( `�� ° � s � ( i' \ d/ WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS (PER SAGEWOOD EXISTING SAGEWOOD 20 \ 13/ \ / / �y� \ \\ '� Cj \ / / Cj DATA TO VERIFY NATIVE MATERIALS MEET ISPWC STRUCTURAL FILL SUBD. / SUBDIVISION / .p ePF10 SPECIFICATIONS AND A COPY OF THE COMPACTION TEST RESULTS. ) - - / \ / 9 / �.�'� // / / f`�► �, l / l i IRRIGATION MANHOLE NO. \ / GSRR 9 �`° / / \ l V N f \\ EXTEND EXISTING 12"PVC / r k \ EXISTING IRRIGATION BOX NO. UNPLATTED / EG 5' / E O - 26 / \ / \ _ c`w_ \ 0.10'(TO INSIDE WALL) ss / '� 16 A\ \F� 9 IRRIGATION MANHOLE NO.1 \ E i 12"INV= 2601.38 s �, �6� - - - - - IRRIGATION MANHOLE N0.2�G/ 55 � EG�260�j�`L i ' /i � � • \ , 12 \ � EXISTING SAGEWOOD y / ' sG '601. 8 - - - EG - - - - - - - ' / / / / j j� \\ \ p.R / 21 SUBDIVISION i lP �� Ss c0 ss00 OF- Or0 0 roe _ FG A RR - - ==14=_-_ '��/ / e \ / / / 1100 - EG Tom �O Q\0" G9� a Y o O i i EG V Ec - - - - - / I L60� \\�\ \ \ \ I pQ��/0`�'� \o \ / / ' Q N 'co HP --OHP-c -Z6Q6 \ / I� / \ \ \ \ -U V �-- �- / \ m / / CL O LU � PIRR PIR 2607 - PIRR / / / �� \\II \ Fq ,�g \ / \ ` o; �� / / / EXISTING IRRIGATION BOX(TO REMAIN) O w m zo 3 2608 T o \ 9 26 B CK 2 EXISTING 12"GRAVITY IRRIGATION \ AFTER EXISTING 12"PIPING(WEST) co = EXISTING 12"PVC @ 1.64% m P\ / \ 2 / / 4 GRR HAS BEEN REMOVED,SEAL EXISTING o� \ / , - BLOCK 1 �P �\ \ � (TO BE REMOVED) 55 s \ ♦ (TO REMAIN) �o \ / \ \ / / � � BLOCK 4 \ j_ - BOX TO BE WATER TIGHT Z r \ \ A 11 3 2605- �c� \ / / ' 2 c6,j / F \ / / \ o co / m 7 / / �6 5 4 /3 \ m ps N N s N/ N N / \ / / I 24 6�0 \ 2- ' GRR / / / / ' / ' EXISTING 15"GRAVITY IRRIGATION \ 'r \ F . / T \\ \� cal to 10 9 8 \ \ r / / - - - \ 7 �� \ °q9 2 \ / RG/ / / / P pRR RR (TO REMAIN) EXISTING 6"PRESSURE IRRIGATION VT'E� (TO REMAIN) EXISTING 15"GRAVITY IRRIGATION g'or- J r1 I Fq - - 25 Cti� s \ / \ -G /�/ / / / TO REMAIN\ \ i °i y '�f .i .• i. y 2C21 I� ( ) W W - - �� UU BL _ - r 2621 0 �P' / / PROPOSED 4"PRESSURE IRRIGATION W. FLOWER GARDEN ST. - \I STA 10+00.00 26 �-� _15"INV= 2619.53 12 \ EP -- Tc -- 2622 26p8 / / / � _ - - (MATCH EXIST. i _2620- / 1 e - Toe - - -CINC.DITCH) - -2621 -2620 \ \\ \ / / - - - - Tos - - TOE - 10 -2620-PIRR-2620 - EXISTING FALL CREEK / - - Gib- RR G'=R PiR J MEADOWS SUBD.NO.2 y / -- - - TOE - _ -_- c -2619--=- / _261 OVER EXCAVATE EXISTING DITCH TO NATIVE SOIL AND BACKFILL \ \ \\ \ °/ � / i�co0`b- - - H� • / 2610 -4'4RIRRIGATION BOX- - - - / BLOCK 1 / / ' y -1 >,� R EXISTING IRRIGATION MANHOLE WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS ,,, \ / / ��o / / DATA TO VERIFY NATIVE MATERIALS MEET ISPWC STRUCTURAL FILL �QNAL \ \ \\ \ 13 // \ \ / ePP / SPECIFICATIONS AND A COPY OF THE COMPACTION TEST RESULTS. - / UNPLATTED EXISTING FALL CREEK EXISTING DITCH AND \ \ \ \ // •, - - - - / \ \ / 2 / �' MEADOWS SUBD.NO. 1 HEAD GATES TO BE \ \ BLOCK 2 r / �� REMOVED UPSTREAM OF PROPOSED 15" 14 / / IV ( \ GRAVITY IRRIGATION \ CO OF IN P 1 GRAVITY IRRIGATION PLAN AND PROFILE GRAVITY IRRIGATION PLAN AND PROFILE SCALE: 1" = 50'-0"HORIZONTAL AND VERTICAL 1" = 5'-0" 2SCALE: 1" = 50'-0"HORIZONTAL AND VERTICAL 1" = 5'-0" � � Q W LU � oz cc o z 0- P_ m FOUR�"x 4"ANCHOR BOLTS EXPANDED METAL LID(59"x59") o z > WITH WASHERS w z z oz TOP BOX ELEV.(RIM) o O U U Z oo � z GRADING CONSTRUCTION NOTESLU CD LU L 1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS,ALL BUILDING AREAS AND FILL AREAS a o z w SHOULD BE STRIPPED OF ALL DEBRIS,VEGETATION,AND UNDOCUMENTED FILL. LU o 0 N /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\/ C) � z 2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FOR GENERAL _______` _ _____ 0 2, \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ cn LU LU FILL.GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED INV OUT INV IN /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\� z SEE PLANS FOR PIPE SIZES, BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP,GC,GM,SW,SP, , z SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION,THE GENERAL FILL ELEVATIONS AND LOCATIONS _____ _ a______ \/\\/\\/ J F- MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL BE FREE OF EXCESS 1 a CENTERLINE STATIONING /\//\//\ \//\// \ DRAIN ROCK o a o= MOISTURE,ORGANIC MATTER AND DEBRIS. T STRUCTURE CONTROL a 0 /\//\//\ /\/ LU CIVIL INNOVATIONS POINT(CENTER OF BOX) \\/\\/\\ /\\/\\/� "' z 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH AS NORTH STRIPPING OR ROOTS).TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. a 4'-0" / / / \ // / / g" 4'-0" g 6" 6" \\\�\\�\\ \ \/\\/ FILTER FABRIC 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL,THE EXPOSED 50 25 0 50 100 j\\///\�//\\ a / \ //j/ (MIRIFI 700X OR SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, MOISTURE-CONDITIONED SECTION A-A PLAN /\/\ / / /\/ EQUAL) 6"TYPICAL /\//\//\ \//\//\� AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY DENSITY IN ACCORDANCE HORIZONTAL SCALE IN FEET NOTE: I WITH ASTM D698. 5 2.5 0 5 10 1. SEE THIS SHEET FOR PIPE SIZES,ELEVATIONS,AND DIRECTION OF FLOW. 5. AFTER SITE PREPARATION IS COMPLETED, GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE 2. BOXES SHALL BE CONSTRUCTED TO BE WATERTIGHT. HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE VERTICAL SCALE IN FEET DOCUMENTED FOR DENSITY. 6. GENERAL FILL PLACED WITHIN ROADWAY EMBANKMENTS SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE TYPICAL CONCRETE 4' X 4' IRRIGATION WITH 1' SUMP i\///�/� a HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE ASTM D698-STANDARD PROCTOR COMPACTION TEST. NOT TO SCALE 7. ALL EXISTING IRRIGATION DITCHES,TEST PITS, FOUNDATIONS,AND DRAIN FIELDS 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 SPECIFICATIONS \//\\//\\//\\//\\//\\//\\// \,48"RCPiLU AND A COPY OF THE COMPACTION TESTS. \\\\//\j�\j\\j�\ j m Cal CD O o 10'-0" y = Q 15-INCH GRAVITY IRRIGATION PROFILE Q 36-INCH GRAVITY IRRIGATION PROFILE 2630 2630 z 2615 2615 NOTE:PIPES LENGTHS AND SLOPES SHOWN ARE FROM 5'0" 5'0" - J NOTE:PIPES LENGTHS AND SLOPES SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE z � INSIDE EDGE OF STRUCTURE TO INSIDE EDGE OF STRUCTURE /\\ \ \ \ \ \ \ \\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\ \ \ \ \ \ \ \ � W 0 O \\/\\\\ \\\\\\\\\\\\\\\\\\\\\ Q LU LD CONSTRUCT IRRIGATION MANHOLE NO.3 2610 ON TOP OF EXISTING 36"PIPE END 2610 2625 2625 Q STA= 10+00.00 0 > FINISHED GRADE AT PIPE CENTERLINE ELEV= 2619.53 19.15 LF 15"PVC @ 0.16% O (MATCH EXIST. z CONC.DITCH INV.) 48"RCP 48"RCP V N 2620 ' 2620 W 2605 ti\ EXTEND EXISTING 36"RCP TO ___-_ 2605 `i IRRIGATION MANHOLE N0.1 � ° 21.24LF15"PVC @0.19/° I � ° I I 3.78 LF 36"PVC @ 0.26% AST.36"RCP I i 8.57 LF 36"PVC @ 0.00% I ° l--------- --------- (OPEN JOINTED) @2.2110 @0.44% hl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I ---------- ---- ��,, ,,--' `---- ----, � ---1p1.65oPEN ONTEDI___ _ �� -- SXA'IROIGATIONBOX illll _345.38 LF 36"RCP @ 0.05% - - RIM = 2624.50 /\\/\\/\\/\\/\\/\\/\\/ EXISTIN42"RCP j � ,'-- ` LJ / / / / / / / a a a (OPEN JOINTED) 2615 15"INV IN =2616.69 SW 2615 \\/\\/\\/\\/\\/\\/\\ 2600 -__---- 2600 EXISTING IRRIGATION MANHOLE � F--------- - � r IRRIGATION MANHOLE N0.3 15°INV OUT= 2619.57(NW) PER FALL CREEK MEADOWS NO.1 iL Ji STA= 11+12.85 I I EXISTING GROUND AT (72"DIA.MANHOLE) a EXIST.36" PIPE CENTERLINE STA= 10+40.39 a DRAIN ROCK EXISTING IRRIGATION BOX N0.1 INV= 2599.66 J IRRIGATION MANHOLE NO.2 STA= 15+78.65 RIM = 2621.00 OPEN JOINT (5'x 5'IRRIGATION BOX) IRRIGATION MANHOLE NO.1 (72"DIA.MANHOLE) RIM = 2608.35 15"INV OUT=2616.72(NE) (OMIT GASKET) ` FILTER FABRIC PROJECT NO. 20-0805-SW1 STA= 10+00.00 EXISTING IRRIGATION BOX NO.2 EXIST.36"INV IN = 2601.95(E) RIM = 2607.58 (5'x 5'IRRIGATION BOX) (72"DIA.MANHOLE) STA= 14+71.01 EXIST.15"INV THRU = 2616.72(SE/NW) DWG FILE C.700 STA= 11+19.63 RIM = 2606.95 36"INV OUT=2601.95(W) NOTES: 2595 STA= 11+01.78 36"INV IN =2599.70(E) 2595 9+50 10+00 11+00 1. FOR PIPE LENGTH LESS THAN 6'WRAP FULL LENGTH DESIGNED BY BT RIM = 2607.63 RIM = 2607.71 36"INV IN = 2599.66(S) 12"PVC INV= 2601.38(W) 36"INV OUT= 2599.70(NW) 2. FOR PIPE LENGTH LONGER THAN 6'WRAP 5'EACH SIDE OF JOINT DRAWN BY JTA 42"INV OUT= 2599.65(N) 36"INV IN =2599.52(SE) (FIELD VERIFY PRIOR 36"INV OUT= 2599.67(N) 4NOT DRAIN PIPE OPEN JOINT DETAIL CHECKED BY BT TO CONSTRUCTION) TO SCALE ISSUE DATE 01/15/21 HORIZ.SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 VERT.SCALE AS SHOWN Cm700 SHEET 11 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.700(Gravity Irrigation Plan and Profiles).dwg mml lam mml T T T CD C:) O F— CD CD ti cc Ir M 00 .o 66'RIGHT-OF-WAY r } � 00 a a m o 00 g 36' LL 47'RIGHT-OF-WAY Y CD 0 0 < LLI '> 2' 5' 8' 2' 16' 16' 2' 8' 5' 2' m 33' m O w SIDEWALK SIDEWALK °C " O w m O 3 2' 5' 2' 14.50' 14.50' 2' 5' 2' co _ SIDEWALK SIDEWALK p ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD T SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702 34 (SEE PLAN SHEETS FOR LOCATIONS) (SEE PLAN SHEETS FOR LOCATIONS) p�• ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 1.75% 2% 2% 2% 2% 1.75% 3'1 SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702 f 3. (SEE PLAN SHEETS FOR LOCATIONS) (SEE PLAN SHEETS FOR LOCATIONS) r 4w. M . 4 1.75% 2% 2°/% 1.75% 3' 5"THICK CONCRETE SIDEWALK PER 5"THICK CONCRETE SIDEWALK PER PX 9 3'1 ACHD SUPPLEMENTAL DETAIL SD-709 ACHD SUPPLEMENTAL DETAIL SD-709 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVEL 5"THICK CONCRETE SIDEWALK PER EXTEND ROAD BASE MATERIALS NOTE: 5"THICK CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL DETAIL SD-709 6"PAST CURB AND GUTTER(TYP.) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ACHD SUPPLEMENTAL DETAIL SD-709 4"OF 3/4"MINUS CRUSHED GRAVEL 2-1/2"ASPHALTIC PAVEMENT 2. NO CROSS SLOPE ALLOWED ON LANDINGS 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALS (SP-3,0.50 INCH(1/2")MIX,PG 58-28) 3. NO TOLERANCES WILL BE ALLOWED 6"PAST CURB AND GUTTER(TYP.) 4"OF 3/4"MINUS CRUSHED GRAVEL 2-1/2"ASPHALTIC PAVEMENT 14"OF 6"MINUS PIT RUN (SP-3,0.50 INCH(1/2")MIX,PG 58-28) 4"OF 3/4"MINUS CRUSHED GRAVEL NOTE: COMPACTED STABLE SUBGRADE 14"OF 6"MINUS PIT RUN 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% 2. NO CROSS SLOPE ALLOWED ON LANDINGS COMPACTED STABLE SUBGRADE 3. NO TOLERANCES WILL BE ALLOWED \oN AL ECG �1 GIST f TYPICAL LOCAL STREET SECTION (DETACHED SIDEWALK) TYPICAL LOCAL STREET SECTION (ATTACHED SIDEWALK) � �� NOT TO SCALE-W. FLOWER GARDEN ST. (STA 10+50.00 TO STA 11+00.19) 2NOT TO SCALE-W. FLOWER GARDEN ST., S. GRAYLING AVE.AND S.SEAGRASS AVE. n� 121�) OF MIN p LL LD J w Q � U Ui � 0 O Z OC CDO >- Q m Z Q O I<- Z Z G O z w m J cc w O U C. ZO O Z O O O Z C U) O 0- = Z w d >- CC w oC oC O U Q Z CJ� OC O wp O cn U U = w zw °O � C z } } L J < < w Q O LL LL w (n F-- 0 0 2 z CD CD x x cc CE 8'ACHD SIDEALK EASEMENT 50'RIGHT-OF-WAY 8'ACHD SIDEALK EASEMENT 36' 2' 5' 8' 2' 16' 16' 2' 8' 5' 2' SIDEWALK SIDEWALK 1.01 ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 1.0 SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702 O (SEE PLAN SHEETS FOR LOCATIONS) (SEE PLAN SHEETS FOR LOCATIONS) 1.75% 1.75% 2%— 2% 2% 2% w W z z � �MPX• 3'1,� g'. ... a 20'0" 5'0" a 0 5"THICK CONCRETE SIDEWALK PER 5"THICK CONCRETE SIDEWALK PER CD CD Cc DRAINAGE SWALE ACHD SUPPLEMENTAL DETAIL SD-709 ACHD SUPPLEMENTAL DETAIL SD-709 18'-0"ASPHALT DRIVEWAY a 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALS NOTE: 3141 1'0" 1'0" 2.5' 2.5' 6"PAST CURB AND GUTTER(TYP.) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% 8"THICK RIBBON CURB(TYP.) 2% 8"THICK RIBBON CURB(TYP.) 3.1 M O= 2-1/2"ASPHALTIC PAVEMENT 2. NO CROSS SLOPE ALLOWED ON LANDINGS i Q J (SP 3,0.50 INCH(1/2")MIX,PG 58 28) 3. NO TOLERANCES WILL BE ALLOWED �.(( < BMW" i i i i <a!✓. %a�ii�i�i��41�i��i ii��i�� ;.1�!��1�fi .%Ja .��:, - LU 4"OF 3/4"MINUS CRUSHED GRAVEL 3' 0 3 r MqX y z p 14"OF 6"MINUS PIT RUN Q ~ 21/2"ASPHALTIC PAVEMENT EXTEND ROAD BASE MATERIALS U w COMPACTED STABLE SUBGRADE 10"OF 3/4"MINUS CRUSHED GRAVEL 6"PAST CURB AND GUTTER(TYP.) p[ cc COMPACTED STABLE SUBGRADE W NOTE: SEE SHEET C.200 FOR LOCATION,DISTANCES AND OFFSETS O 3 TYPICAL LOCAL STREET SECTION (DETACHED SIDEWALK) ASPHALT DRIVEWAY DETAIL O NOT TO SCALE-W. DAVENPORT ST.AND S.SEAGRASS AVE. 4NOT TO SCALE 31 W Cz a PROJECT NO. 20-0805-SW1 DWG FILE C.800 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 01/15/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm800 SHEET 12 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.800(Details).dwg STREET LIGHT NOTES LIGHTING PLAN LEGEND Ih STREET LIGHT PLAN 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE Existing Type I Street Light CIVIL INNOVATIONS SCALE: 1" = 40'-0"HORIZONTAL I MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND 60 40 20 0 40 80 THE NATIONAL ELECTRIC CODE. EXISTING STREET LIGHT � NORTH 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR Existing Type II Street Light TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HORIZONTAL SCALE IN FEET HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE City Of Meridian Type I Street Light BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 1 O' MIN. FROM TREES,5' j o j City Of Meridian Type II Street Light MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. T ` 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO —� THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD L� Electrical Transformer — COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO — — — — Z o00 REQUESTING FINAL INSPECTION. Electrical Service Box F E r 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR O O N N C (208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, ti � OR TO ACCESS LOCKED METER PEDESTALS. J m o Y NLd .c r\ EXISTING STREET LIGHT ' Q U)O .. .L O Z 3 w m O 3 Z T _ o T SAGEWOOD SUBDIVISION SAGEWOOD SUBDIVISION I --EBP dd _ — — _ D EP E TOE TO T B`� TO JOB — — — — — TOB TO6 — TOE — E TOE ° TOE —" - - TOE ° — o TOE INSTALL TYPE II ° o 9 / BLOCK 1 / STREET LIGHT 5 BLOCK 3 BLOCK3 /° 2 3 4 5 6 7 00 9 10•° I i i / W / INSTALL TYPE II / / \ EG\ �N AL / STREET LIGHT /// �CJST ,� / IN/ / 4 INSTALL TYPE II STALL TYPE II �0 6� 2 STREET LIGHT /STREET LIGHT OF I I • I S.GRAYLING AVE. �� BLOCK 4i/ ° / FALL CREEK MEADOWS / / SUBDIVISION NO.2 w J < �, /� � m ,• °° ,., �/ INSTALL TYPE II / / o J a 3 / g o STREET LIGHT = LU o �' o • // / // / / ^ 7 • h l ) OC o Z za < o 1 QQ (� °0 00 / \I a w / W a o a o z ooC z UNPLATTED / / / 4 Oda/ 2 // / / / ~ N 0� CD U, o // / / ow1- > INSTALL TYPE II G�4'/ 3 4 5 6 �7a / / 8 9 / / / / I w LU STREET LIGHT w 0': w o C6 W w 5 o _jc) LU TQF TOE T E / F� �c \ "EG—/ / I W co — EG o TOE — — — TOE TOE — TOE / C o EG OB EG EG EG EG EG z EG — EG— —6— EG E Eg EG — EG EG — EG EG — _ _ _ _ EG — — — — — EG — — — — — EG— — — — — EG EG EG • EG o / BLOCK 2 BLOCK 2 19 18 17 16 15 14 13 12 11 10 40 / O °0 sAVF INSTALL TYPE II INSTALL TYPE II \ STREET LIGHT STREET LIGHT INSTALL TYPE II - S. SEAGRASS AVE.- STREET LIGHT / - - - - - - - - - - - - - - - - - - - � CO) = a Q J BLOCK 1 COD z c� INSTALL TYPE II Icef/ l °i W Q J 9 STREET LIGHT / �\ LU w / / f EXISTING STREET pC LIGHT ILL] 25 /r/~ / / O / 10 22 23 24 12 � 14 15 16 17 18 19 20 21 FALL CREEK MEADOWS UJI Cz BL13K 1 /O SUBDIVISION NO.1 _ _ _ a ` — - - � EP EP EP EP EP EP Z y ~ \ EP _ _ _ _ EP EP EP — — — — _ EP J D — EP — — — — EP EP W EP EP EP � / — — — — _ EP — EP = =F -------------------� EQ EP p / DWG FILE C.900 _ F / EP =_ 3 _ _ _ _ — ----- ----- -- -��«\�� --___-_EP__ _-- / _ � -� � / / DESIGNED BY BT EP — — — — — EP— _ ——EP———— EP ---- EP EP � m DRAWN BY JTA -} ------------ I I / m/ / / ----------------------- «L\ ' / / / CHECKED BY BT �--------------- ---- / ISSUE DATE 01/15/21 4 �, ��\ �, ��, HORIZ.SCALE AS SHOWN EP— // / // // // ' VERT.SCALE AS SHOWN JUNPLATTED X �i // / // / a W op / C0900 SHEET 13 OF 13 DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.900(Street Light Plan).dwg