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Application
Charlene Way From:clerk@meridiancity.org Sent:Thursday, January 14, 2021 1:05 PM To:Charlene Way Subject:Development Application Transmittals Impressive East Ridge Subdivision No. 2 FP-2021-0002 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Impressive East Ridge Subdivision No. 2 FP-2021-0002 th Hearing Date: February 16, 2021 Assigned Planner: Alan 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, 1 City Council Hearing Date: February 16, 2021 Planner: Alan File No.: FP-2021-0002 Project Name: Impressive East Ridge Subdivision #2 Final Plat Request: Final plat consisting of 38 buildable lots, 6 common lots and 2 common drive lots and 1 private street on 7.91 acres of land in the R-15 zoning district by Devco Development, LLC. Location: The site is located north of E. Lake Hazel Rd. between S. Locust Grove Rd. and S. Eagle Rd., on Parcel S1132438550, in the SW ¼ of the SE 1/4 of Section 32, Township 3N, Range 1E. ETT Planning Division IDIA `� �' HEARING APPLICATION D A IFi t3 Type of Review Requested Final Plat File number: FP-2021-0002 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicantname: SOPHIA DURHAM Phone: Applicant address: 4824 W FAIRVIEW AVE, BOISE, ID 83706 Email: sophia@congergroup.com Ownername: JIM CONGER, C4 LAND LLC Phone: Fax: Owneraddress: 4824 W FAIRVIEW AVE, BOISE, ID 83706 Email: sophia@congergroup.com Agent name(e.g.architect,engineer,developer,representative): LAREN BAILEY Finn name: DEVCO LLC Phone: Fax: Address: 4824 W FAIRVIEW AVE Email: sophia@congergroup.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): S 1132438550 Township,range,section: 3N 1 E32 Project Description Project/Application Name: Impressive East Ridge No. 2 FP, PS Description of work: East Ridge#2 Final Plat with narrative 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-2020-0428 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: Eagle Rd & Lake Hazel Rd Current Land Use: Rural Total Acreage: 7.91 Prior Approvals(File Numbers): H-2017-0129; H-2020-0096 ZONING DISTRICT(S) R-15: CHECKED PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 9/21/2020 Landscape Plan Date(MM/DD/YYYY): 9/22/20 Percentage of Site Devoted to Building: 60.2 Percentage of Site Devoted to Landscaping: 23.1 Percentage of Site Devoted to Paving: 16.7 Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: N/A Primary Irrigation Source: Well Secondary Irrigation Source: City Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 79715 Minimum Square Footage of Living Area(Excluding Garage): 1200 Gross Density: 4.81 Net Density: 7.98 In Reclaimed Water Buffer: NO PLATS ONLY Number of Building Lots: 38 Number of Common Lots: 9 Total Number of Lots: 47 I understand a secondary access is required and a separate easement application has CHECKED been applied for: Minimum Lot Size: 4718 Average Lot Size: 5406 Area of Plat: 7.91 Plat Date(MM/DD/YYYY): 01/05/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Ponds or Water Features: CHECKED Plaza(s): CHECKED Acres of Qualified Open Space: 1.71 Percentage of Qualified Open Space: 10.3 QUALIFYING SITE AMENITIES Picnic Area: CHECKED Dog Owner Facilities: CHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Sophia Durham 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 DEVCOLL, REAL ESTATE DEVELDIRMENT January 6, 2021 Planning Division City of Meridian 33 E. Broadway Ave., Suite 102 Meridian, Idaho 83642 RE: Impressive East Ridge 2 Private Street Application Attached for your review and favorable consideration is the Private Street Application for the Impressive East Ridge 2 and 3 Subdivision. These two phases of construction consist of 98 residential, 1 Private Street, 5 Common Drive lots and 14 common lots on approximately 16.59 acres of land in the R- 15 zone. Private Streets Application A private street application is being requested with this final plat application for phase 2 and the future phase 3 of the Village, as one was not applied for in phase 1 since there are no common drives in that phase. Maintenance and repair of the private street will be provided by the Homeowners Association. An account will be created with the CCR's to accumulate funds for future repairs and maintenance of the private street. The developer has set up several of these in the past for other developments and understands the financial obligation and structure that needs to be placed in the CCR's. On behalf of the applicant, DevCo Development respectfully requests approval of this private street. This project will provide quality and desirable housing opportunities for Meridian residents. Thank you for your assistance with this matter, should you have any questions or require additional information please contact Laren Bailey at 208.336.5355. Sincerely, Laren Bailey 4824 W. Fairview Ave. • Boise, Idaho • 83706 208.336.5355 P # S1132438550 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I , Jim Conger 4824 W. Fairview Ave (name ) (address ) Boise Idaho ( 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 : DevCo , LLC 4824 W. Fairview Ave , Boise , ID 83706 ( name ) (address ) to submit the accompanying application(s ) pertaining to that property . 2 . I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application . 3 . I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application( s) . Dated this 15th day of July , 2020 i i Vg ature SUBSCRIBED AND SWORN to before me the day and year first above written . �r •�1tp ,� (Notary Public for Idaho) s AoTAR Y -' 4WD ' low = Residing at : 'UB LAG '•:o,,, :•' 0 = My Commission Expires : ! W •if;. Na Noo ,�• OF Community Development ■ Planning Division ■ 33 E . Broadway Avenue , Ste . 102 Meridian, Idaho 83642 Phone : 208 - 884 - 5533 Fax : 208488 - 6854 www. meridiancity . org/planning r t[7YkL7Y' 01/06/2021 Laren Bailey DevCo LLC 4824 W Fairview Ave Boise, Idaho 83706 RE: Private Road approval for Impressive East Ridge Subdivision Number 2 Good morning! The above referenced project has private roads incorporated into the project. I have reviewed the plans and approve the private streets as shown in the attached plan. Per Tile 11 —Unified Development Code: Construction standards. 1. Drive aisle. For conversion of an existing drive aisle facility to a private street at the direction of the Fire Marshal. a. All drive aisles shall be posted as fire lanes with no parking allowed. b. If a curb exists next to the drive aisle, it shall be painted red. 2. For all other private streets. a. Roadway and storm drainage. The private street shall be constructed in accord with the roadway and storm drainage standards of the transportation authority or as approved by the City of Meridian based on plans submitted by a certified engineer. b. Street width. The private street shall be constructed within the easement and shall have a travel lane width of twenty-four(24) feet or twenty-six (26) feet as determined by the fire marshal relative to the height and size of the proposed structures that adjoin the private street. c. Sidewalks. A five-foot attached sidewalk or four-foot detached sidewalk shall be provided on one(1) side of the street in commercial districts. This requirement may be waived if the applicant can demonstrate that an alternative pedestrian path exists. d. Fire lanes. All drive aisles shall be posted as fire lanes with no parking allowed. In addition, if a curb exists next to the drive aisle, it shall be painted red. Meridian Fire Department - 33 E. Broadway, Meridian, ID 83642 Phone 206-888-1234 - Fax 208-895-0390 . www.meridiancity.org ou�r'"rD� WYALV D103.6 Signs.Where regiured by the fire code official.fire apparatus access roads shall be marked with pertnanent NO PARKING—FIRE LANE signs complying with Figure D103.6.Signs shall have a mu nunni dunension of 12 itches (305 mm)wide by 18 inches(457 nun)high and have red let- ters on a white reflective background. Sipes shall be posted on one or both sides of the fire apparatus road as required by Section D103.6.1 or D103.6.2. SIGN TYPE"A" SIGN TYPE"C" SIGN TYPE"D" NO NO NO T PARKING PARKING PARKING FIRE LANE FIRE LANE FIRE LANE 18 F1 12--� FIGURE D103.15 FIRE LANE SIGNS Please contact my office if you have additional questions. Thank you, Joseph Bongiorno, CFI, CFEI Deputy Chief of Prevention Meridian Fire Department 208-936-9554 - Cell 208-888-1234— Office "boniomoLc�,meridiancity.or CC: Bill Parsons City Clerk Meridian Fire Department - 33 E. Broadway, Meridian, ID 83642 Phone 208-888-1234 - Fax 208-895-0390 - www.meridiancity.org fLK � ■ NVId Alllllfl/3115 lltM3A0 � O y 01 Q 2`g SNVld1N3W3AOadWI i s"Ma0M I 22 ;tj ,p a - 3tls w ��� Z-ON NOISIAIOefK 3 om ISV3 3AISMdWI t V I I/�IJ rrrr All A l 3 a n �maria,i� — —I 1 II i� Ij I I .. 1 I — I r--------, L •Ia I I I I I I • I I 1 y let. r---------- I « � I II � � • j R I _l _ 1 L_______ _ ------ n. I Ir ' y € --------i ----- I IL 1I ows II II II II ii I I J L I I I I I I I li I 1-4-1 i � II II II it II¢ ■ 1 I ! S I I I • I I I I = t i I I ' 1 � -------- I 9�—A I I___I I -- I I -- I wro�..vaw s'm slror�va n waowm•v[r sc3uw Lrouw urr,woo sn�p no'rws.e.0 A�carr[ao.w�+w,nuym,rns.,�. m sm.va v�o A ur0e0w au p i�un'W W sfu 7Tl L+e6.Lt vn otoe vawln• DEVC011C REAL ESTATE DEVELOPMENT PROJECT AMENITIES Due to changes in the needs and wants of potential buyers in this new Covid-19 era, it has become necessary for us to change our amenity package for the East Ridge Village. Initially we had proposed a clubhouse for residents to use as a gathering place within the gated portion of the community. Following the current Covid-19 outbreak and subsequent social distancing protocols it has become evident that our potential buyers are no longer interested in an indoor gathering area. Surveys of potential residents has shown that buyers would prefer outdoor amenities over indoor ones. Proposed Amenities • Dog Park • Outdoor Ramada (shade structure) • Open Park Area • Large Rock Pillar Water Feature s 3s 3z 33 3o z9 ze r zs 3s 3 Ei 21 e e 04 FxEs1O iJWEI-iq F \ rq4W 47 18 0 ,'a11 is r 41 4824 W. Fairview Ave. • Boise, Idaho • 83706 208.336.5355 DEVCO,,, REAL ESTATE DEVELOPMENT Regional Amenities In addition to the onsite project amenities, residents can take advantage of the new Discovery Regional Park. The park, which construction on Phase 1 was just completed, will be located on approximately 77 acres of land directly across the East Ridge neighborhood on East Lake Hazel Road. Our residents will be able to take advantage of the parks many features and amenities. Discovery Regional Park �f X — F i ses September 17, 2020 2 P a g e East Ridge Narrative DevCo LLC / LOT 19 TAKES ACCESS FROM STREET B. DRIVEWAY LOCATED BLOCK 4 ON NORTH SIDE OF LOT. 19 0 J u u- W / O COMMON DRIVE AND LANDSCAPE o I BUFFER TO BE OWNED AND `N MAINTAINED BY HOA. LOT 18 CONTAINS A PERPETUAL 18 INGRESS/EGRESS EASEMENT oy I � I I I I I �� I I 15 I I I I i I Ncn I I 14 I I I 16 I I 17 I I I I I I I 5.00' SIDE I I I I 10.00' SETBACK/ SETBACK TYP I I UTILITY ESMT I I I o °° I I BLOCK 4 I I N IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 is o is so COMMON DRIVE EXHIBIT - LOTS 1 5-19 BLOCK 4 SCALE: 1' = 30' 12 �- / ui `nU 11 I / \ in N LOT 11 TAKES ACCESS FROM STREET B. DRIVEWAY LOCATED \� - - - �- - - - - ON NORTH SIDE OF JLOT. — — — — — — — — — — — — — — — I / I 5.00' LSCP I I 10 I BUFFER 20.00' FRONT 12.00' REAR LOT 7 TAKES ACCESS FROM I SETBACK SETBACK STREET B. DRIVEWAY LOCATED I I— — — — — — — — — — — — — ON WEST SIDE OF LOT. I $ I I 7 - - - - - - - - - I I � BLOCK 4 I 20.00' COMMON I a I DRIVE I i I LiW 9 I I N I BLOCK 4 I I o / - - - - - - - - -I I o= / L - - - - - - - - - -/ COMMON DRIVE AND LANDSCAPE BUFFER TO BE OWNED AND MAINTAINED BY HOA. LOT 8 CONTAINS A PERPETUAL INGRESS/EGRESS EASEMENT N 15 0 15 30 IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 COMMON DRIVE EXHIBIT - LOTS 7-1 1 BLOCK 4 SME: 1• = 30' 0 0 \o�L m SHEET INDEX Q� GENS IMPROVEMENT PLANS FOR O 16970 Co. COVER SHEET IMPRESSIVE EAST RIDGE SUBDIVISION NO . 2 E.TACONIC DRIVE _ _ —21-20 ® n C1 .0 FINAL PLAT SHEET 1 r `—' o FoF�o Co.1 NOTES P G� C2.0 OVERALL SITE/UTILITY PLAN LOCATED IN THW SW 1 /4 OF THE SE 1 /4 OF SECTION 33 N^/E M. Ln c3.0 GRADING AND DRAINAGE PLAN TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN o J C4.0 BERGHAN/KIWANO LANE PLAN AND PROFILE w cn C4.1 ZEMO LANE PLAN AND PROFILE MERIDIAN, IDAHO U N Q 0 C4.2 JADO LANE PLAN AND PROFILE 2020 3: C5.0 SEWER LINE A PLAN AND PROFILE w W / E I= C5.1 SEWER LINE B+C PLAN AND PROFILE � C5.2 SEWER LINE D+E PLAN AND PROFILE >� 0 �� � c U C6.0 WATER AND IRRIGATION PLAN N rn 0 � C7.0 ROADWAY DETAILS E. LAKE HAZEL ROAD YJ 0 c 0 z C7.1 STORM/GRADING DETAILS O °i x � � 3 0 (n U 00 :20 50 100 200 300 a m VICINITY MAP fu z L. w SCALE: 1" = 100' SCALE: 1"=1000' L. CALL BEFORE YOU DIG wCALL DIGLINE INC. I DEVELOPER 0� PRIOR TO COMMENCING a_ UNDERGROUND WORK 1 LX Know what'sbd09W. (208) 342-1585 C17 LLC (:all Worn you din- 4824 W. FAIRVIEW AVE. ID 83706 IMPRESSIVE EAST RIDGE SUB NO. 1 BOISE, w (208) 336-5355 a LAREN@CONGERGROUP.COM o z w 1 0 U ♦) LEGEND CIVIL ENGINEER � 0 I CORINNE GRAHAM, PE o z i CIVIL SITE WORKS LLC �a w -- -- SUBDIVISION BOUNDARY 804 W. RICHMOND STREET PUBLIC RIGHT-OF-WAY UTURE PNPSE BOISE, ID 83706 w F (208) 946-3874 o w - -z CGRAHAM®CSWENGINEERING.COMROAD CENTERLINE Q Z cn LOT LINE J_ ZERO SETBACK LOT LINE BLOCK4 I w w I O 3 LOT NUMBER I I 1 0 CURB AND GUTTER 1 33 32 31 30 29 28 27 26 25 24 23 v 8"SS> SEWER MAIN Ln SURVEYOR z 21 o I JEFF BEAGLEY, PLS w 0 8"Wy WATER MAIN 1 - - E ZEMO LANE(PVT)- - - � � SAWTOOTH LAND SURVEYING LLC � 0 i Ln 2030 S. WASHINGTON AVE. <12"SD STORM DRAIN PIPE 48 \ 22 EMMETT, ID 83617 DESIGNED: C. GRAHAM 0 PRESSURE IRRIGATION MAIN 20 w (208) 398-8104 35 47 BLOCK 4 \ DRAWN: C. GRAHAM w FIRE HYDRANT J� ck V) 1 �e 19 I CI_ CHECKED: C. GRAHAM SINGLE WATER METER/SERVICE i 46 I 36 o Pam' BLOCK 4 I APPROVED: C. GRAHAM z DOUBLE WATER METER/SERVICE BLOCK 4 a �P� 1 8 oB.O. 2" BLOW-OFF ASSEMBLY NPSE I 45 Q 37 O BTU EP 1 34 R � o ® GATE VALVE FF-44 o 14 16 17 15 SURVEY DATUM PREPARED FOR: 38 i 4824 W FAIRVIEW AVE �i �. J1i �. `� WATER FITTINGS s HORIZONTAL DATUM BASED ON ADA COUNTY GIS. Qs SEWER MANHOLE I , �eOC9 - -- BOISE, ID 83706 CURB INLET 43 39 1 3 �9ti� ALL ELEVATIONS SHOWN ARE NORTH AMERICAN Q ® I 1 1161T auc� VERTICAL DATUM OF 1988 (NAVD 88). J so STORM DRAIN MANHOLE / 12 S BOSCH WAY (P= - J MONITORING WELL 42 40 - fV I , STORM DRAIN SEEPAGE BED 41 11 / 0 O � — — LE BERGHAN LANE(PVT)— — � BARRICADES I z -� STREET SIGNS 10 J STREET LIGHT 1 2 3 4 5 6 7 8 1 z >_ 1 I SITE DATA O U ��Zg�o�� PROPOSED MAJOR CONTOUR (5') O — —— — BLOCK 4 ��262 PROPOSED MINOR CONTOUR (1') — — —— — ADA COUNTY PARCEL #S1132438550 > V) Zs3o EXISTING MAJOR CONTOUR (5') Q Z w --- SITE AREA = f7.91 ACRES O 262a/- EXISTING MINOR CONTOUR (1') E LAKE HAZEL ROAD (PUBLIC) m J a_ — 2.o0X DRAINAGE ARROW WITH PERCENT SLOPE LAND USE ZONE: R-15 V) Lw NUMBER AREA % ~ _ W Z V) Ln RESIDENTIAL LOTS 38 4.76 AC 59.0% V LLJ z Q PRIVATE STREET 1 1 .14 AC 16.2% � W W cn COMMON DRIVES 2 0.18 AC 2.3% O OU z V) cn LANDSCAPE COMMON LOTS 6 1 .83 AC 22.5% Q NOTICE TO CONTRACTORS TOTAL 47 7.91 AC 1 00% LLJ J CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED cn CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME V) 0 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF Ln W CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; bi THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ACHD CERTIFICATE OF COMPLIANCE cn TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO J DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE — o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY N AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE °ols,"ad."°""°" Sp'A.1 � ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR 0 ❑� CSW PROJECT NO. 19013 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM '}':` ~ � r DRAWING DATE 09/21/2020 WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING L OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE 0 APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. ate. . . Como ��o NL ~ GENERAL CONSTRUCTION NOTES PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL GE S zo CONFORM TO THE PROJECT ESC. 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. ��C �m � 16970 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 9-21-221-20 SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING AND EXISTING PAVEMENT MARKINGS. ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE C) C) REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL CONSTRUCTION. 9TFOF`�p .ZP BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 'S,/NNE M GAP. 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND �_ 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A BELOW RIGHT-OF-WAY TO ACHD. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. N SITUATION IS RESOLVED. Y# U) SITUATION PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. i p 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR 3: TIMES. TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD � GEOTECHNICAL REPORT. SD-709. o V) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO u START OF WORK. ' D 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. c U 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. o w REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR 24 HOUR PRIOR NOTICE. 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE N M c: O ( ) 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION PLANS AND CONFORM TO THE ISPWC SECTION 801. � � �,M OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY X Q c z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY 15. PAVEMENT SECTION BASE COURSE SHALL BE 3 4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON O 3 a' NOT OPEN OR CLOSE WATER VALVES. / m w THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. THE PLANS AND CONFORM TO THE ISPWC SECTION 802. U) u 00 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVELa m E o 16. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. w MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE ON THE PLANS. fu L. z NO. 1. 0) bi 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL u 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR WATER SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. OR OTHER STREET WORK TO MATCH THE EXISTING PAVEMENT SECTION OR USE 2.5-INCHES OF ASPHALT, 4-INCHES OF , 3/4-INCH MINUS, AND 14-INCHES OF 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. IF ASPHALT CUTS ARE NECESSARY w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WHEN TYING INTO ADJACENT STREETS, A MINIMUM 2-FOOT CUT IS REQUIRED. a_ DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED NOTE NO. 1. 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE CONSTRUCTION PLANS. PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND a PRIOR TO CONSTRUCTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. o BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA cn 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM REPLACE THE ENTIRE ROADWAY SURFACE. zTHE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE Ov A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL o 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE w U) TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. > WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 4. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE o0 0 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS THE WASTEWATER RULES (IDAPA 58.01.16). BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. z ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. o z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION a M w 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS BEGINS. DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL U) QUALITY (IDEQ). o w z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE PRESSURE IRRIGATION Z SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS U) AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. AFFECTED BY CONSTRUCTION. w 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS CONSTRUCTED. O OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 0 IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) o v PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. z V= 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH Lu o DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT o AND REGULATION. SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. DESIGNED: C. GRAHAM 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL Li L APPROVAL IS GIVEN TO THE PROJECT. 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, DRAWN: C. GRAHAM v SEWER AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CHECKED: C. GRAHAM w 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA APPROVED: C. GRAHAM z CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). O DRAWINGS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE PREPARED FOR: 0 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS � 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE C 1 7 LLC w BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 4824 W FAIRVIEW AVE al� 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). THE WASTEWATER RULES (IDAPA 58.01.16). BOISE, ID 83706 z FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE Q CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ ( ) 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN ci WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF U) BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE THE WASTEWATER RULES (IDAPA 58.01.16). 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR CV Y TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 NON-POTABLE WATER. p COMPACTION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A 3: STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE O w 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, z ~ ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO PRIVATE ROADWAYS AND TRAVELWAYS. z J ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. p 0 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES LL_o PROPERLY DISPOSED OF OFF SITE. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF N_ 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY STRATA DATED MAY 25, 2016, THE SEWER. \ V) FILE N0. B016057A. z 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. Q a_ Q 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO m � 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. w THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. w 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE N V) 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL LLI z Lu cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME SPECIFICATIONS AND DRAWINGS. V W COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN 2 0 z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE 0 W g CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND > z STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE O cn MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. z GRADING/STORM DRAINAGE V) U) 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. Q C ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY W c PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF ROADWAY W DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE Y MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY V) p 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. (n 3: DEPARTMENT ON SITE AT ALL TIMES. W w 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO J DEPARTMENT. SCHEDULE INSPECTIONS. C G c� 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT o TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. N 0 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN N 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CSW PROJECT NO. 1 901 3 CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. DRAWING DATE 09/21/2020 c� GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS p 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 0 @ coo 1 6 w �_ m 2 O a_ J U_ IY U) (n IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 BOOK , PAGE Y LOCATED IN THE SW114 OF THE SE114 OF SECTION 32, 0 T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO J 2020 -W l J U U C]N L 0,0 LL. O SCALE LEGEND kD C, CS1116 CORNER __ O z 6Q 0 30 1 IZO O SECTION 320 LOT LINE CO LLO U) u o (FEET) --- SECTIONAL LINE 0- 0 E L 1 INCH= 50 FT -- - - CENTERLINE I ro z EXISTING DEED R LOT LAVE a - NEW EASEMENTS u � UNPLATTED ------------ ■ -_ L__ __ S 89059'28"E 550.00' __ __ __ _ _ __ ■ - OTHER BOUNDARY LINE , 50.00' 50.00, 45.00' 50.00' 54.00' 45.00' 50,00, 50.00` 45.00' 45,00' 54.00' L3 FOUND BRASS CAP MONUMENT (/� r------I r------� r-----1 r ------i r-------, r-----n r-------p r-------i r-----i r------ r------ Imp (n 5' F� 1 I I I I { I I I I S'�I I I I i I I 1 1 p 1 p 1 b 1 v l v 1 v 1 4 I p I FOUND ALUMINUM CAP MONUMENT d O a v I v I v 1 a I v I Q I d I rn X QI o 0 4 I a I 0 O I o I I a I �v 1 O ° 1 UNPLATTED FOUND 5/$"REBAR/CAP PLS 14221 OR AS NOTED m a I I I BLOCK 4 M I Q• SET 5/8"REBAR/CAP PLS 14221 a � I � I � I � I � 1 � I � I � I 33 - 32 - 31 - 30 - 29 - 28 27 - 26 yr 1 � ° � O O N I rV N I N I rV 1 r� 1 N I N I 2 I I Q n Lu w -� �, I M 1 m I 1 1 m I 1 1 ry 1 - N o 0 FOUND 1/2 REBAR/CAP PLS 14221 _ - 1 1 d l d d l d 1 ? I 24 "' I° ! SET 1/2 REBAR/CAP PLS 14221 o I o a I ❑ I ❑ I ❑ I ❑ I ❑ I a I C) 0 F_ iv I d d d a d d d a v 23 22 0 Q I o I v d I d v I v 1 v I v I v I o l o °d L7 S 89059'28"E 131.00' cn 1 a y ■ ■ rn __ -- • CALCULATED POINT I I I i 1 i I�5' 1 1 1 I I I L6 LS 105.00'---- - d L------J L- -J L-----J L�-----J L_------J L-----J L- -J L- -J :L J I ■ w I z I 50A0' 50,00' 45,00' 50.00' 54,00' 45.00` 50,00' 50.00` L5 C7' L__ r. i a I POB POINT OF BEGINNING Z I S 89 5928"E 405.62' 1 p I r - - - • - - - - - - - - � - s •� 1 � U ! Oir i�I 1 LOT NUMBER 0 I L1 102.63' y E. ZEMO LN. (PRIVA TE) 302.99' `� �D O ❑v�ti �'� L--S 89°5928"E I10,75'-- g 80.50' 46 Q- l L''� Z S 89059'28"E 265.49' cog . �3 FAQ , ' ---------------Iv I (VOTES: Q o ' I >--S 89°59'28"E 103.00-�� ,r-S 89°5928"E 103.00'' s C3 v I z F9 o C2 ■ V� 20 "' +-+ 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES,PROPERTY DRAINAGE AND PRESSURIZED IRRIGATION Lj a1 1 "I 35 1 ss 0 --� ❑ TO BE OWNED AND MAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY ASSOCIATION,INC., SAID EASEMENTS v ,�y 5 89 59`2$"E 138.18`- 1 W1 47 I M ui 1 s� ___ ____________ __ a) HEREBY RESERVED ALONG THE FOLLOWING: a rj 12 jv`r• ` ' �s r c8�rr j I o j -TEN(10)FOOT WIDE OR AS DEPICTED, WHEN LOCATED AT FRONT LOT LINES,ADJACENT TO PUBLIC RIGHTS OF WAY U o L-S 89°5928"E 205.00'-J I ° `^ �3'f Lr, BLOCK 4 1a ui r, OR SUBDIVISION BOUNDARY Lu - S$9 5928"E 105.00'- f �� 19 �ry I n w -THREE(3')FOOT WIDE OR AS DEPICTED WHEN ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES Z 10.00, i y l a 1 1 b �F I N Q [7 w i 1- ui 1 36 I�p X6� ?r , 1I� � Q 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT WHICH STATES"NOla �1 1`r �� ---N89°59'28"W 113.b8'--Ji _ z 46 to W �1 10.00' f p '� 'p ry sn AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, w 1� h a En PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES J ~ L 1 0 1 r-S 89°5928"E 105.00'- �j 1 � r 77 18 Lr�o O LLl AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR WHEN THE OPERATION FACILITY OR EXPANSION li L-5 89 59'28"E 2 05.00'-J 1 �]/ 1 = N 89°59'28"W 122.86' ry o Y O __ ___ [� _ fib' L� t7 I p ❑ WAS NO A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT BLOCK 4 I_ a al la - °�� p0.� "� 1 `L24 � 50.00`-, � 60.00'-� �n N `� APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL O I 61 37 16 o BLOCK 4 y�0 ti q l I I I I I OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF." p 1q er �I Imo' ❑i 34 Gi 1 I I 5` Icx 1 45 1 Lti M! I 1 m 1 b I I O Q a 1 I v ❑ J t / W I v 1 I b Q d I L I I 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPL Y WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS z U i I u r Q T i S 89°59'28"E 105.00' ] L I S 89°5928"E 105.00' ry .��� Q�y o I I I I I OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. Lu r ------------ .1 d I I rn 14 v 1 15 w 1 16 w 1 17 1v O ui bi ' 1a ao 41 Q4 / ti °v I t 1 iy 1 1Q 4.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II v al u la °v �l 38 v a ti� ` r•r I o I o I -+ OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT. DESIGNED: C. GRAHAM ch M`r N I 44 Z �I I`^ cn oti° ��� o o yko-001 O u, I I ,-10.DQ` d S' I v I v I 1 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. DRAWN: C. GRAHAM v L-S 89°5928"E 105.00'-J L-S 8905928"E 105.00'- Q� f �'F I I I I MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT 15 THE RESPONSIBILITY OF THE LOT OWNER, w ''�^ '� �, �4, 9° 1Er 1 1 r�5' CHECKED: C. GRAHAM � d` r--------------1 r--------------� �� g90 � �D- l p ---� L------J �------J I UNLESS SUCH RESPC?NSIBILITYIS ASSUMED 8YANIRRIGATIONIDRAINAGEENTITY. w a W ] 10.00'-I I F� C� ��- ��. 26.15, _ 50.00,_ 60,00' d _ I of la I I 10 i o� `�'r,, tt 1 0 o APPROVED: C. GRAHAM d �I o !y �'� 9F N 891159'28"W 136,15` 6. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF MERIDIAN. 01 43 is 61 39 6 yti3 'P1L 8 d p l I�L-S 89°5928"E 1Q5.QO'- h I 1 - °+�Ln L17 13 �Q��Cc a, �'�/ 7. THE LAND WITHIN THIS PLAT IS NOT WITHIN AN IRRIGATION DISTRICT AS DEFINED IN IDAHO CODE 31-3805, BUT I o S$9 5928"E 105.00'- o 40 �'L J IN COMPLIANCE WITH IDAHO CODE 31-3805(B).ALL LOTS WITHIN THIS SUBDIVISION WILL RECEIVE WATER FROM A Q i ;--- Iry �i--------------- �p �p 12 y5, PRIVATE WELL, OWNED AND MAINTAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY ASSOCIATION,INC. PREPARED FOR: Cl 7 LLC � I 1 1 40 la ]' y 8.LOT 1,BLOCK I,AND LOTS 1,2, 17 AND 18,BLOCK 2 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, a_ I I�1 42 I� t �I f S 89°5428"E 48.00' f 'y��` �❑' AND ARE OWNED AND MAINTAINED BY THE EAST RIDGE MASTER COMMON AREA ASSOCIATION INC.LOT 10,BLOCK 2, 4824 W FAIRVIEW AVE Ld -5$9�59'Z8"E 2 03.00'-J^ �L-N 89�59'ZS"W I03.00' • i r ,���8 IS RESERVED COMMON AREA,IS A NON-BUILDABLE LOT,AND IS OWNED AND MAINTAINED BY THE EAST RIDGE �' I b �hf y ` Z o, ESTATES COMMUNITY ASSOCIATION,INC. B O I S E, I D 83706 CJ- z 80.50, 41 G�Z ti4 ���C�� N 89°59'28"W 94.44' b C15 I 1 I ��f o'y�� �ry�y Q I - - -G - - C� X-) 0 <1 9. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT INST. NO.XXXX-XXXXXX,ADA COUNTY RECORDS. 118.00, 131,94' �' ' R� (�� ■d ■- G L_ -S 89°5928"E 128.12'k-JI / �7� �P 10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BESET A MINIMUM OF 12-INCHES ABOVE THE 40 U E. BERGHAN LN. N s9°59' $"W 249.94' (PRIVATE) J40g _R r r_ _________ �� �0, ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 45,00' 54.00' 50.00, 50.00' 45.00, L16 �� ----- °s ---- - 1 - 5' �- 1 1 1 1 i � I 1�5' j r< o �" 10 ( a ¢CG_3�� 11, THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN DEVELOPMENT AGREEMENT INSTRUMENT NO.2018-052339. O $' b a b o o a ao ~ � ry O 1 d v v 1 d a I,A o o o a 1 a 1 BLOCK 4 `r W �� 92. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND w o M L--S$9°5928"E I07.43'-�� RESTRICTIONS FOR EAST RIDGE ESTATES COMMUNITY A55OClATION,INC. 7 t o W W I W 1 w W ! 8 6 ---------------� 1 M N Z cn l 0 2 i N 3 ry 1 4 ry 5 6 ry l 7 0 1 a 13. LOT 13,BLOCK 4 IS A PRIVATE ROAD, j + o o v d d 1 a o Q 14. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED,UNLESS SPECIFICALLY APPROVED BY A.C.H.D. U i j j v v o 0 o I a 9 �� Ln O LL $, �I z I "`' o 15, LOTS 8 AND 18,BLOCK 4,ARE SUBJECT TO A COMMON DRIVEWAY EASEMENT AS SHOWN HEREON. VEHICULAR (f p I 5'- i o ACCESS FOR SAID LOTS SHALL BE LIMITED TO THE COMMON DRIVEWAY EASEMENTS,AND NO DIRECT ACCESS TO ANY - S 89�59'ZS"E 24b.02' PnB 45.00' _54.00' 50.00' _ 50.00' 45.00' 65.00` Z5.00' _91.43' __ STREET OTHER THAN THROUGH SAID DRIVEWAY EASEMENTS SHALL BE ALLOWED. THE OWNERS OF SAID LOTS TAKING > ° „ - ° �' ACCESS THROUGH SAID COMMON DRIVEWAY EASEMENTS SHALL HAVE PERPETUAL RIGHT OF INGRESS AND EGRESS Z I N$9 59 28 W 425.43 T I Q m a AND SAID EASEMENTS SHALL RUN WITH THE LAND.SEE CC&R DOCUMENTS FOR ADDITIONAL INFORMATION w p I v IMPRESSIVE EASTRIDGE SUB. NO. 1 I J REGARDING USE AND MAINTENANCE OF SAID EASEMENTS. m J W BOOK 116, PAGE 17499 Z) CLd _ r v 4.1 L u z � 32 ' 33 I , S114 CORNER T. 3 N. CPF 2015-013745 ' / L u --- --- --- --- --- 2 Q z SEC77ON 32 N 89°59'28"W 1329.49' --- T. 2 N. E111 C6 DRNER N 90°00'00"E�1 1329.66' S \ Ld E. LAKE HAZEL RD. CPF 111066375 SECTION 3215 Lu � ILLEGIBLE BASIS OF BEARINGS RAAP RANCH SUB. ILLEGIBLE 2030 S. WASHINGTON A VE. O Q z BOOK 105, PAGE 14503-I4505 �o��, Lea EMMETT, ID 83617 Q z (208) 398-8I04 w - 11574 FAX (208) 398-8105 w cn **SEE SHEET 2 OF 3 FOR LINE& CURVE TABLE** �` �' / 1 ���� > Y °� �� Lrrd�urveyirc LLB WWW.SAWTOOTHLS.COM w w F AGti pC SHEET. DA TE: DRAWN BY. CHECKED BY: JOB#: DWG#: I OF 3 8/2020 WFJ JB 19116 19116-FP J_ U O N O n1 CSW PROJECT NO. 1 901 3 DRAWING DATE 09/21/2020 C� w O 0 cl ■ 0 o i p 5g GE m LJ IMPRESSIVE EAST a0 I i RIDGE SUB NO. 1 16970 W TOE TOE TOE 9-21-20 TOE TOE n �q `ZO c� TOE TOE O TFOF0 .ZP M.GAP U o Ln REMOVE EXISTING CLEAN-OUT m 0 AND CONNECT TO EXISTING 0 25 50 100 150 8" SEWER MAIN V) Y 0 20.00' SEWER SCALE: 1" = 50' Y � EASEMENT/SECONDARY J w FIRE ACCESS ILIw l ;_ n 0 c/) � In U 00 (� o _ J k Op G XO c �� 5 8"SS> s 0 Co LLi .. cn m O U) u o a CaJ w S ��oo m fo L Z w °' � SEWER LINE UTORE PNPSE 1 V) SEE SHEET C5.0 w m x w 20.00' SEWER D EASEMENT/SECONDARY p FIRE ACCESS n - - - - — - - - - - - — - - - - a 00I I I I I BLOCK 4 I I I I I I I I I I I I I STUB 8" WATER MAIN z I I I I I I I I I I I I I I I I I STUB 8" SEWER MAIN I FOR FUTURE TIE-IN FOR FUTURE TIE-IN o II II II � gp 0 I 33 I I 32 I I 31 I 30 29 28 27 26 25 co I I I I I I 1 1 ° 1 I I I I 1 241 I II TUB 8" WATER MAIN 23 C.O.c.o. o. FOR FUTURE TIE-IN SEWER LINE 'B' W m 0 SEE SHEET C5.1 I I I I 1 z I I I I I I I I I I I I I I I I I I I SEWER LINE 'C' z \� L — — J — — J L_ - - J — — J L_ — — J — J — — J L — — J w — J \ SEE SHEET C5.1 I I UQ o s„W s"W I I 21 w I 0 I w - — E ZEMO LANE (PVT) — — s BLOCK 4 zS <s'SS S <8"SS � / _ - - _ _ - - _ J N �3 0 Z = 48 22 -- - - - - - - - - - m w •a J w I — — — — — — , INSTALL DECORATIVE �� / 20 p I z I I x xINSTALL DECORATIVE x x . x x� STREET LIGHT PER OWNER V p I 47 n I STREET LIGHT PER OWNER + L — — — — — — — — — — — o S D 5 D / S W uj—co I Z - - - - - - - - SEEPAGE BED #1 �.` No Lu 00 r - - - - - - - - � k, 19 Z - - - - - - - - � I ° INSTALL CONCRETE " O 0 DESIGNED: C. GRAHAM � I 36 MAILBOX PAD PER J i ASS, \ rLO��' _ — N 0 DRAWN: C. GRAHAM p I 0 I 46 I I DETAIL 4 SHEET C7.0 + i i �� SO — — — — — — 00_ J ~ � - - - - - - - - � j I I a A- �Q s CHECKED: C. GRAHAM w L - - - - - - - - J w r - - - - - - - - - / z �P I I APPROVED: C. GRAHAM m- - Q I I + o 0 0 E PSE I i 45 7 a I I /-4 `�� I I I I I I PREPARED FOR: R PN F0�0 I - - - - - - - - N - - - - - - - - � / I 15 I I I I I C17 LLC or�w _ _ _ _ _ _ _ _ SEWER LINE 'D' 4824 W FAIRVIEW AVE Of r I SEE SHEET C5.2 I x x + / 14 I I 16 I I 17 I BOISE, ID 83706 BLOCK 4 z I 38 44 I SEEPAGE BED #2 REMOVE EXISTING BLOW-OFF Q I I I AND CONNECT TO EXISTING B 8" WATER MAIN sn _ _ V) r _ _ I B — — — — - r - - - - - - - - � ® / �v� — J L - - - J - - - � N Y IO I � I I ® M - - - - TOE o I 43 39 �o I ® 1 a - - - O INSTALL DECORATIVE I I I I I �,j, 41 d - - - STREET LIGHT PER OWNER L — — — — — — — — — — — - INSTALL DECORATIVE FAA J I — — — — — — — _1 / \ r — — — - STREET LIGHT PER OWNER 1 2 >- I \ I Z v STUB 8" WATER MAIN I i 42 I 40 i _ // — �iB Q FOR FUTURE TIE-IN HWAY �P_ / \ — — — D - - - - - - - - � / / SBOSC CL J SD S 1 SD 7 w 41 o e.o. 8 W _ — E BERGHAN LANE (PVT) wS 8"SS> 5 <s"ss 5 L - - - - - - - - - - J ,// /� Lu ZD z I I I I I I I I I I I I 10 / / Lu w I I I I I I I SEWER LINE 'E' 1 1 1 / I _ Lu 8 SEE SHEET C5.2 I � I I I I I I I I I L — — — — — — — — / I > z I I 2 I I 3 I I 4 I I 5 I I 6 I I 7 j r - - - - - - - - / I 0 J STUB 4" PRESSURE IRRIGATION I 1 CL FOR FUTURE TIE-IN I I I I I 11 1 1 1 1 I Q 2 Q 1 1 BLOCK 4 11 1 I 11 20.00' SHARED I 9 I..0 _ ce I I I I I I I I COMMON DRIVI I I Lu W TOE TOE — _ _TN — _ _ LOE — J TO d > > — — — — — — — — — — — — — — — — Y PI PI PI PI PI I 0 3: Lu I I w ILI � I � E LAKE HAZEL ROAD (PUBLIC) 0 EGEP EGEP p E G EF�G E�G EF�G EF�G E G E G E G E G EF�G EGEP 0 N p n1 CSW PROJECT NO. 1 901 3 = CONSTRUCT 4' KEYSTONE BLOCK CONNECT TO EXISTING 4" DRAWING DATE 09/21/2020 p WALL. SEE DETAIL 2 SHEET C7.1. PRESSURE IRRIGATION w 0 0 C2m0 �S,OrwL F �o � ENS m = I N C6,,. -I vl a I 16970 9-21-20 IMPRESSIVE EAST U I I RIDGE SUB NO. 1 _ _ - _ _ D,A7 TFOF�OP .ZP l � - _ ___- __ -_-_- - 2740 ECG 2750 -^�G- - - �G ��' _ �v �C� �C� �C� �C� _ �C� -_�,C� _2745 �.G_ _�.G _-_�.G _�.�' =F/�' ;2745�G -=_�G •\ T� '\O ham' D�`i t O� 01 ��_ - - ��' - - - DLO- - - O� 6�_ - - - p�L_==_= � ___- Oy-=_ U - 1h�- - AhP=___ ,�h�-__=-;�4j�'=2755 ,�h�- - - - .�`o�- - - 1�� ,�0 ,���`' ,�g�' ��D� �,�Dc ��.y. + - -��y._2750=��'y - - - 1��= /�h�_ :E: _ ���L 0 25 50 100 150 � ^ /� IiIIIIIIIII IIIIIIIIIIIIII o I ' 2�53 \ II, Ills 10 SCALE: 1" = 50' i I N I NI NI w l E I� I W Lo N N ^ I I N N N N a °`/ I I I I I I I I I I I I I I I Q 1> N � N I� U , / / I I IIIIII I I I I L3In �, M � � o ? ? ? ? ? ? ? o 0 0 o 0 0 /� o 0 0 0 0 o III 6' I ABBREVIATIONS � CO 0,M > > > > > > > F F F F F F F F I Z F� s�,� � s �, s�,s �, ss9 �, sss �, ssR �, ss? \ I �. o � h / o 5 N �, I I x o w h ti o w � o I o rn �_ >' ?' ?' S• 8- 6'• S• 0 �,,�� �,,�� ��a � � � S S y �, L S 'y �I III CL CENTERLINE m LLi cf) ? w ti ti ti ti ti ti ti ti ti �. ti �. ti ti G 11 EG EXISTING GROUND p � o �.or� c�,p6 EG - EG- E - - - - - - I I I 1 FFE FINISHED FLOOR ELEVATION m >2, O 2753 ���,� 3I 1 FG FINISHED GRADE ro a_ 4 �L I �I FL FLOW LINEro OrO 0 0N a� 11 0,0 1� g`�' Win, 01 �� 6�l' p0 ,�1 Oh O I 1 HP HIGH POINT L w �0 5 / �� - - °` °` °` o°` °` �y�y '� '� ,��'� ,��ti �`i''� ?,S?S .c�, "I I I I I I I 1 INV INVERT °' `L �L - �Co F�' FG ,- FG FG FG FG ��, F�' F1' FO 5 FG F�' F�' F�' '1. G ,, I ME MATCH EXISTING r'> h� �5 I F I II C�� RIM RIM ELEVATION , N ? s� 1�1°l° �� ,`L I I II'��� II TRC TOP BACK OF ROLLED CURB cf) Fc,S>6S, \ \1 w 'Lo n UREPHPSE „ �I �1��1 I OA TOP OFTVC TOP CK OF ASPHALTRTICAL CURB x N \ N �vT N 1 1?j I I I I I I I I I TOC TOP OF CONCRETE � I N s2s�.�� � \ I II �,�'' FG o I o 0 0 0 0 0 0 0 0 0 0 0 o IIII I < GRADING NOTES o = N F F F F F F F F F F F F F F a � > ti o o o o I ti�I I I I S h - 1``�� 1. SLOPE FINISHED GRADE AWAY FROM BUILDINGS PER INTERNATIONAL BUILDING CODE. , I I III I w �� 1 \ �S, I I I G I I 2. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' z \ \ ��h I \ BLOCK 4 2�5� \\ � IIII��1 111 FROM PROPERTY BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE Z ti \,� 753 �,n _ I I I it I a_ U \ \ \ 1g� \'per s 2 - - Ag`�'�I I 0 PROJECT SITE ONTO ADJACENT PROPERTY. N \ I ti / \\s N 2 752 - `L I �n Fc S60 ' ^ 4, / w ?j I o I I,I1 N 3. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF Z � N / ��$ I 33 /� 32 31 29 28 27 c5 26 2752 Q s'y �G' IN INI REMOVING THE TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR z ,� 5 � �• ,.I. I Ld h \ 2�52 2 4 o I I I I�v , I W o R w STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN ON THE PLANS AND PE p CD z N / ���Ox I `r, Z INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED a v 2.199; `� > CB #1 A 2 3 a 0 \ I I ���``� I , m LOCATION. w I I ?, C� C� C� 2752 A t - o ar� s / `- 11 �` 'ti F0 � '� F6 \ � '� F a � o F ,� � � � '� F � F � II� I11111 � � w N I FO > I h ti o h O o �' I I I v, 4. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR o z >. I I/ / II, ,fig c�K' I t`' �`' ,IK "�' "�' `L' '`' '` O' ` S� �c III I I GENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM `l' 21 I I G I I ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL MATERIAL SHALL O O 1 G I 1 HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF a I g� � O3 � ®® � t21 LF 12" PVC ® 0.50% �' S E ZEMO LANE (PVT)- - - - s O'S O BLOCK 4 IIII ��I EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL w wo ? III I%FG,1 ��_ F / - O - - O ��g0' F�' / I �1`?i ` REPORT FOR ADDITIONAL REQUIREMENTS. 73 z c�` ,S> 11 IIII ` gg / 48 2754.13' FG- 2754 -2753.90' �og2 2>S T IIIIIIIII�,I 5. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED o C S I I I I \ tiv CB #16 ,�� ' / �R O I I I I I I IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. THE FIG 2753.94' FG q SDMH #1-1 ti S' 20 IIII�G I PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT 'nc �jiS " .0 i I Og I GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. ±41 LF 12 PVC ® 5.16% f 10 LF 12 PVC ® 1 00% I III ��' \ \ os, 0 35 ?, `� ° Lu FG I I 11i1���' \ °'� f / ��' ?> �� c `� , SEEPAGE BED 1 1 \ 10 � w SDMH '1-��FB 2751.21' tillllll I \v 6. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN I I IIIIN Q9)9 ��' SS egg 6' 20'Wx108'Lx10 D \ o� ±49 LF 15" PVC ® 4.97% III IIIIII I MATERIALS CAUSED BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS DESIGNED: C. GRAHAM ?> I u� Ill I(� ti �' �° S- �L _ r'� o III IIII AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER o I F� S)Q. " IIIIIII 1 \ \ \ \ \ `I1 / ��g SEEODETAILYR V1 SHEET 8C7 1 �`'�/ G® I oo�° ?> 19 IIIIII GII I AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR DRAWN: C. GRAHAM I I I I \ \ 1 I 1 1 / I I i r QJ O' S� '��, G ?j I I�. UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND CHECKED: C. GRAHAM 1 1 ® S F II � I � - 275� . � � I I I, �• GI F � S ��^ _ � .� I I JG CB #1D O• ��, �, ? �• I i DEQ EROSION CONTROL PROCEDURES. I III.iAg \ \ 1 1 1 ) 1� / I o`0 c %��\\\ 1 Q / ?>3 ,� �. 9 h I APPROVED: C. GRAHAM N I I�III�`�,�c, / \\ < < �A� FG 46 ?>S ,,�'S 2754 sR' /l/%j����\\\\\\\ ,�� .�� / >>j,G' 1`'� G 2752 O' �1 I I 7. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT o I ^ �`_ �� I o�O �' `�s �' S(�`'/\\ \\J IIIIII ,'` ► F __ O�� ��g I I I I i i I I I i I PREPARED BY STRATA DATED MAY 25, 2016, FILE N0. 60116057A. ?� I N ��_=_ill \\\\\ ti s• �\ 2755 '�� ^� III \ \ ) I '`�` ��III�I\�\�. >/ CB #1C (DOUBLE) ,��`L II II I s 111 I I III ti ,�� , II / / //////// o �., `\ l `� o II PREPARED FOR: ?, �'� III.,III C 1 7 LLC / / / `� F�' i ?> <<< < / f21 LF 15 PVC 01.00% s? �� �� I 0 l /or� / I / g�6o `�' / ���',� / I �G 45 ?, �° �� s`�s \ ��\\\\ ��J I I 34 '�. FG INI�N 4824 W FAIRVIEW AVE ✓�y� ,� I ,'� '�� s� w `� BOI S E ID 83706 271 ���� ' g' / I � ss, a ti� 1 rn r ` _ 1 5 � i \ Q F� '�. / I I I ti o - 27�3 - - 2752 � I I I I I I I I I \ ,y� / I UTUREPNPSE a 38 ,� 15W 97ELBEODD 2 14 16 N 17 llliiil STRUCTURE TABLE J / �� I F FG 44 ?j v, FG ?j cV 100-YR VOL=5,833 CF II N / �g6 �1 G / �'L I �� �� SS, �.ySS, 2752 SEE DETAIL 1 SHEET C7.1 80� _ _ • 2753 ,\ Ilillll� \ STRUCTURE NAME: DETAILS: CV ?�S // / /�' r / �� O�, �p� \ II �� CB #1A RIM = 2750.21 6'?�• / / I / I I BLOCK 4 \09�9 �5�� OAo M / \ S 1�, 1�, 1�y - 1h�, a 12" INV OUT=2747.21(S) y 1 1 o 1 3 �pC `L `L `L - - - �L 1d TOE " RIM = 2750.21 Z �G 43 ?� ��, 39 ?j ® _ o1° 9� - CB #1B 12 INV. IN=2747.10(N) Z Z J �A 6 �c S� I '� �c S? g`L G o \ - � ' %��� 12" INV OUT=2747.10 S Q U ? ��g150 / 1 w FG,>S � 2755 \ � � ( �, � \ ti � - -G / ' � _ CB # C 15 INV OUT=2747 6 ( ) M ,� , �� � � ® 1 �� RIM 2750 65 � � o SR>• I 1 /�i, ��I I d I i` l \ 2753 - Q / `l� 1 % // Y (P�gLIC) 5 NW w v 42 ? N / \ C� 40 �o� -�'`� VG/ / SgOSCHN►- RIM = 2750.65 > z V 0 F N F > F SDMH 2-2 i IN .� S # x `' // , ® ® CB #1D 15 INV. IN=2747.44(SE) � ��� g6g c �60, / \ �,`° - ,�o�` �205� p3 // 15" INV OUT=2747.44(NW) Q Q I �� \\\FG' I 1g 1g I �`' 'S s t 11 LF 15" PVC ® 21.21% / so m J Z m ? J N \\ \`°\ r\ \�� f8 LF 12" PVC ® 1.25% _ 2752 / _ CB 2A 15" INV = 2750.39 NW Z CB#2B� it 1 # ( ) B.O. -i-E BERGHAN LANE (PVT)- - SDMH=1 2> c s� " W S Al / 9, c CB #2B 15 INV. IN 2747 68(SE) V z C) f 21 LF 15" PVC ® 1.00% O �'A,c `'> ?j 15" INV OUT=2747.68(NW) 'n(,' C � W ?>s R9. SS .cc S� .cc S2 .mac S? ,cc S� ,cc\ S� 1<0 S� ,cc S• N �� sz, �,9• RIM = 2750.96 � > Z �O- - I > ?S' -S?• /" •AO- �O�• 1 0 '� � SDMH 1 1 12" INV. IN=2745.00(N) cn _ ) 12 INV OUT=2746.00(SW) Q a6 I��\ \�\`\\\\ ���/ CB #2A 8 -I-FG Ss O� 12" INV OUT=2745.00(SE) cn \ \ Sg �• �-� J �✓ v / N BLOCK 4 /N 2752 119. \ V _ �1g RIM = 2750.93 Q Z ~ / s� �II((((�1111 I 2 3 4 i 5 6 7 N // I g`L I a SDMH #1-2 12" INV. IN=2744.90(NW) w - - v \ (` J / N 15 INV. IN=2745.00(SE) W Q / ��\� �� / ` / F 18" INV OUT=2744.15(SW) > - 2752 - ? U) .� s .� s .� s .� s .� s .� s .� s .� s ,� s 9 6' Y � I _ o � , \ � R� o � As I o � Ro o � �� o � �s o � �o o � ��I o � �R� o �c ?s o o _ / ? � sR. " RIM = 2751.01 � DC ?>S S• F S'F S' F S' F S'F S' F ?•-F S' F A' F 1 F -,�, >s 15 INV. IN=2745.50(SE) u o F 8 - �'l• h ti- - O 'h O 6_ �_ > SDMH 2-1 �' 6'9 ti �'� 0 _ - g - - - 'S - O g �' A / ❑❑ ❑❑ # 12" INV OUT=2746.50(NE) W w 1g r%i 1g 1g 1g r� 1g 1g 1g N 1g 1g N 1g 1g - - Ki >3. �O 12" INV OUT=2745.50(NW) ===-�- `9S 6L cn r,• - _- ?> T - - - �> T ?> I ?> 1- - - ?j ?, - - -?> I ?> I ti' ? ? S• RIM = 2751.24 O - -6' O - 6' 0 - - -6' O 2760 - - 6' O - - - 6' 0 - - - -6' O - 6' O - - 1�O - ->6 /O - - 2760 - „ _ ? /y - - - _ ly ? ly _ _ _? ly - ? ly �, yj - - _ ly - - -_ O �y SDMH #2-2 12 INV. IN=2745.40(SE) _ 18 INV OUT=2744.65(NE) oj I , 2�5-7 / 0 2757 - - E LAKE HAZEL ROAD (PUBLIC) �1g`O ❑ \ \p \� �P/ / // // // // CSW PROJECT NO. 19013 EP = EP EP EP EP EP EP N EP EP EP 21 \ \ / EP[ l l EK- _ DRAWING DATE 09/21/2020 CL - J CONSTRUCT 4' KEYSTONE BLOCK O / WALL. SEE DETAIL 2 SHEET C7.1. c3mO KEYNOTES o \GENS�o,�� o lO CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-709. -yy a_ O2 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601. � 970 9-21-21-20 33 INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. F`�P�.ZP� j ® INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN NNE M.GAP ACCORDANCE WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC 0 20 40 80 120 L SECTIONS 503.3 AND D103.6. U O5 INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES HORIZONTAL SCALE: 1" = 40' N cn SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE Y VERTICAL SCALE: 1" = 5' DIAGONAL DECALS. INSTALL 3' VALLEY GUTTER PER DETAIL 3 SHEET C7.0 AND TRAFFIC I=w r4 4� MARKINGS IN ACCORDANCE WITH MUTCD REQUIREMENTS. 0 V , U INSTALL DRIVE APPROACH PER ISPWC SD-710A AND COMMON DRIVE PER DETAIL 5 SHEET C7.0. O o M O I K Y v O / ® TRANSITION FROM 6LL_ " VERTICAL CURB TO 3" ROLLED CURB. I'D Q 0 zp 50 o / O INSTALL PEDESTRIAN RAMP AND TRUNCATED DOME PANEL PER ACHD O L 3 °i c o SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED m0 U) u o N 4 3 "TRAFFIC YELLOW." a m E N w 5 0 �. a_ 4 r� 10+00.00 00 u 2753.09 TRC 42 cn / \ o of 'n J w / 4 � cfl + 4 m o 'n cn a_ 10+45.00 � 0 3 N + / w 2752.70 TRC N rLol N o / \ ice / / w / 2 N / a C� \ 8 / x \ 2752.27 TRC F 10+99.00 00 \ 11+30.50 39 \ c� Ld 2752.24 TRC 37.501 ~ 0\ \ o ov 3 \ \ U 1 2751.97 TVC 40 s 24 Q 11+49.00 11+55.50 \ 0 0 2751.81 TRC \ 34 SEEPAGE BED #1 o o c z ` 4 \9_ a r7 Ld 4 F a U ~ OF �C �xo 9 �, SEEPAGE BED #2 Q i i �: i 2 / ° w z \ 2751.38 TRC ��� �O��o'D� �~ �� ❑o �i /ice/ �G� /ice �i �� �jxRs , ��b 4 / z cn FARO 00 ti1�� bi x G izD + 0 6 �1G so�jsO So`O`9 O,�h Qr O� �j xG tea' cso wo 5 4 �� 0 '`�J�� ^ M '"� ``��``� o`°�� 9s `i1`'� �6�����o^M S��BOO Gn 5 12+44.00 k s���p•�x�' �. ,� �,S x,O 4 Lc 4 o \ emk 2751.00 TRh�C O � yx 4 1kk 08 � �0 s? o N�x z Z ob'\ 4 w 6 0 R0 0. 8 14+00 15+00 S KIWANO LN 16+00 17+00� �j .\)X6S 0 S C o \ ^ry ^gyp 12+ag'a, G Z 1 I ® � -I- R'100� ,j 6O\E9S0 DESIGNED: C. GRAHAM \ N 2—_ r ZR 9 ® ® xa,O DRAWN: C. GRAHAM V) FA�c r\ 2750.85' 7 a 4 G 9 7 . c�js �js 4 �S,RA Od O CHECKED: C. GRAHAM Ld 7 TOA M ��� 3 �S 'A� 4 �0��� :�O �O�.O x T� APPROVED: C. GRAHAM x O 6' �' o \r �0 00 � ���� �8�� I o°?�Is x�G ELO �O'��� 8 x`S6' EGG' X,`9 �,-' �9 21 \ \ \ 00• + �- + �- 1 � g0� NG O �8 TIC � A�2751.2s' 8 �, Q N g �o PREPARED FOR: TOA r O g1• Ski 4 20 FARO LF��p�� TOA N ~ 2� ��� G 1 3 2,,5� So R C 1 7 L LC � �o 1 1 Z � 'O \ 4824 W FAIRVIEW AVE w J F 2751.68 ��x�� Off` to �`Sx A O \ 2751.73' �`1• � s� O ��, BOISE, ID 83706 TOA `L� O `�A•S> 19 / Q \ TOA > 1 5 / 2752.13' 10 z 1 8 nn., i W U) N J Y 01� 0 3: O p Ld 2765 2765 z Vn ------------------------------- --------------- ------------ ----------- -- -------------------------------------------- ------ ------- --------- - ---------------- J ------------------------------- ----------- -------- ----- ------------- -------------------- ----------------------------------------------- -------------- ------- ------ ------ -------------------- ----- -------------------------------- Z p U -------------------------------- ----------- --------- -------------------- ------------------- ---------------------------------------------- ------------- ------ ------ ------ ------------------- -------- ---------------------------------- , � --------- Z v^ , z 0 O O 2760 0 2760 > V Q 6 00 0 z oa ----------------------------------o ------------------------- ------------------- ------------------- ----------------------------------------- --------- o ------------------- o Q Z I L od Qa n O in 0)O ----------------------------------- ---------------------- �n � U + N + N O Q N � O J w W Z Q N W +-O r Q 1 W r tD L r ------------------------------- � N Z I..L -------------- > > w a~i w � r EXISTING GROUND N II N 'n II N H J 0_ II N r N Q II O 2755 a a m cn N Q II cn w � Q II II Q II w F- w O W z W > > Q II Uw > > N Nw � � U) wa Nw0 2755 - ----------a s c� ---------------------- ------------------- --------------� w -------------------- a o & ------------------- N w ~ - > z V W Z NW > > 5; 5; _ > > o D_ w CC as aoc� Q G Q -0.86�-- -5-> - W w o_ _ --------- ----------------- — — o - ----- - — _—_ — —— _ _ _ _ — __ — = 0.�6� - - - - - -- — - - — - - — 1.50 - - - - 1.5�9� — - - — - - - - - - — co 00 7 o ----------------------------------------- — — — 0.50% - 50% _50% 0. 0 O O z_ 2750 0`n r N o C c Lo 2750 Q[ z r �� --- a N FINISHED GRADE o Q Qi �Y�Lo N _ m w --------------�^ ---- -------- IF ,� +N r- W NN. M N ---------------------------- J E J W Ld ----- v ----------------------- a w ---J W a W \ J �j W Y 2745 a a 2745 V) z --------------------------------------------- 15" STORM 15" STORM --------------- ----------------------- ------------ -------------------- ------ o DRAIN CROSSING DRAIN CROSSING (A _ 3: ---------------- ------------------------- --------------------------- ---------------- -- ------------ -------------------- ------------------------------------ ------------ ----- -------------------- -- ------------ ------------------------------------------------------------------- LLI w 2740 2740 C W rn Z m o M o o o n n i0 m U o o N i0 rn cc rn �n cc r� L o o a, V) m rn o i0 co M N o 00 n ro M rn n co n rn n n n ID ID rn n o Lq M ao Lq 0 N M N N N N N O O O O N n n n n n n n r, o N N N N N N N N N N N N N N N Nn Nn n N N CSW PROJECT NO. 19013 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 DRAWING DATE 09/21/2020 CD o STREET B PLAN AND PROFILE U STA. 10+00 TO 1 8+00 C4m0 KEYNOTES N <����E s Fes% m Q�� V F� o lO CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-709. -yy m O2 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601. � 970� — — 9-21-21-20 O3 INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. OOF��P�.ZP� ® INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN /ENELn M GAP ACCORDANCE WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC 0 20 40 80 120 SECTIONS 503.3 AND D103.6. U J O5 INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES HORIZONTAL SCALE: 1" = 40' N J Y — SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE VERTICAL SCALE: 1" = 5' o DIAGONAL DECALS. © INSTALL 3' VALLEY GUTTER PER DETAIL 3 SHEET C7.0 AND TRAFFIC J MARKINGS IN ACCORDANCE WITH MUTCD REQUIREMENTS. o V) U O7 INSTALL DRIVE APPROACH PER ISPWC SD-710A AND COMMON DRIVE PER D °1 N DETAIL 5 SHEET C7.0. O a in 0 Ln M Q) 00 0 SITE KEY ® TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. I'o Q a, zo T 1"=250' x � O 3rn m L ca O n " 00 o d m E w w r� z 0, W u cn — W' X w � W O w = O w I o z 33 32 31 30 29 28 27 26 25 `' I 24 o I 23 B.O. o w C, CG CG C, C, C, C, C, C, 'S � 'S o, 'S 'S 'S g 'S ti 'S 'S 'S p 'S 0 'S ,�� — — — — S S O S p 4 0 0 ti' O 1 4 1 0 1 ti Q w 4 �• x�j �. x� �• x�j �• x� ti x`L �,• x� xti 1 gyp. x0, � O� o .�`L 1� ti 1� S 1� S 1� 1� �x 1 h o o ti ti ti ti ti ti ti ti ti �O'`fix 4 4 0 ~ B.0 ��C) WB8 21 a_ r7 10+00 93 93 11+00 12+00 ® 1 13+00 14+00 6 o m 15+00 2 (o O� —� I — — — R,1p �o ox0 u/ I w O 5 O E ZEMO LN N 0° S Q00, ti� '` �G G o z 03 03 03 - - - - - - -1 �6Xp �o� o�000 Q � 1 JG 48 O JG 8 �js� O JC,. 2�S> O JG O ,\ojp�6x z 2 gyp• xrb�pv z Ili CD cp 4 x x ^� X. T x x x O O a L 4 u S s L �, p• 6 'S 20 4 O ti� I ti� 3 o) -NzO i3` �9 o 0 35 `�'o ,o 47 ��x 1�p pa 'fix A "o ks � pox p� 4 / o Q .y �. �j R 'p M 4j0' h� Vol L '� ,gyp O JG / z ED Lv o 'Q 1 �px gyp°' / � 4 1 8 � 1 3 19 DESIGNED: C. GRAHAM 2 7 O i I 36 SEEPAGE BED #1 1 pp0� �G SOP , �oP �pP DRAWN: C. GRAHAM V) I 0Li x h0 �, 0`L ^�� 00 CHECKED: C. GRAHAM 1 I �'�� �1 �1 �1 APPROVED: C. GRAHAM z I I 4 O 18 O 1 p y �o z o PREPARED FOR: Cl 7 LLC a �O �O O O 4824 W FAIRVIEW AVE 34 4 0o I BOISE, ID 83706 z / 15 0 Q N U J J U) N Y O O Ld 2765 2765 Z ------------------- ------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ------------------------------------------------------------- Lu J z J_ > -----------------o z O O � ; - O ---W O M U O O O + � Ord � O 2760 o N ± 6 °M' 2760 00 � V L Q II --------------- ----- --- N Z z ; � + o w _O N w w U Q II m II N m Q ---- PVI STA=10+10.50------------------- - -------------------- --- O zN w a II w ---- J Ln a VI EL=2755.11 Ja EXISTING GROUND N 0)P ------ 11 I Oa_ W _ > U) \ m a a > > + m ----- -W ------------------ -- ------ -------------------- Lo Ar— — II a -0.50% N2755 -0.50% af Lu 2755 W Z — -- - ------------------- ----- ------------------------------------------ w P STA- NN -2.00% - - - - - - N PVI EL=2750.88 > a -------------------0N----- ------------------------------------------------- -------------------- -------------------- ----------------------------- ----------------- > - -------------- ------ — a �' JO .079 — a w O � a- --------II N --- 0.50% ---- --- C) W a 2750 II z m -1W FINISHED GRADE 2.00% 2750 V) C � ------------------ ------------------------------------------------------------ -------------------- ------------------- ---------------------------------------------------------------------------------- -------------------- ----------- 0)-- ---------------------- MtNO----------------------------------- ---------- coo- J - roan 00� W + - +(rV �N o WO J III-- III > C HLU Y 2745 a 2745 () W ------------------ ----- ------------------- ------------------- ---------- -------------------- --- ------------- ---- ------------------- ------------------------------------------ ----------- ------- ----------- -------------------- ---------- --- --------------------------- ------------ N 0 12" STO RM W W DRAIN CROSSING ce ------------------ -- ----------------- >_ 2740 2740 — U t0 I� N t0 M M O t0 t0 O) M N O) N 0M N N_ I� M N O M O Of t0 Of 00 n n t0 Il q N N (D O) Iq t0 q a0 a0 00 O O 4 4 4 In In t7 V) N V) N V) N N O N O O Lo Lo Lo O Lo Lo L U) U) U) U) N N N N to to to N to N to to to to N to N n N N n N N N n n n n n n n n n n n n r n n n n n n n n O 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 CSW PROJECT NO. 19013 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 DRAWING DATE 09/21/2020 o E ZEMO LANE PLAN AND PROFILE STA. 10+00 TO 1 7+00 C 4 . 1 KEYNOTES .0 \GENS�o,L m a� zo lO CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-709. -yy O2 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601. 16970 9-21-20 O3 INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. C�OFOF0P�.ZP� ® INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN NNE M. G P ACCORDANCE WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC 0 20 40 80 120 Ln SECTIONS 503.3 AND D103.6. U J O5 INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES HORIZONTAL SCALE: 1" = 40' N cn SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE Y I VERTICAL SCALE: 1" = 5' o DIAGONAL DECALS. 2 � I © INSTALL 3' VALLEY GUTTER PER DETAIL 3 SHEET C7.0 AND TRAFFIC MARKINGS IN ACCORDANCE WITH MUTCD REQUIREMENTS. o V) U L O7 INSTALL DRIVE APPROACH PER ISPWC SD-710A AND COMMON DRIVE PER >= D 0 N DETAIL 5 SHEET C7.0. O o M O SITE KEY ® TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 00 a, 0 3 1"=250' m x � O 3rn m w v, ,-, can O - c' o d m W a r0 z 0, W U I— co cn W W' W x W o I Lu Q v O ma's ?� �� 4 ° �c� s2 �,�� s2 �c / z + s9, \ 90. s9, LG/ 2 9 I / \ 2750.54' 8 2751.09' 0 z / \ LG oR=26 / \ o Q � 2 4 4 z 4 / O Lij N I z / \ LG / o c� z w = / �G G� �G 2750.54' / 4 I a M �c� / VK �� OHO / o 30 �,G O r'� � m h`t' I �`1'' h`l' 4 / uvi 35 36 37 38 39 40 s s Lu 8 �� �� 1 �� / w )ZI 5 Q, c� c`A. .� 3 z / 2751.09' 4 Q G G G G n G ~ r'�k r c I O LG(HP) Z �' �' �Q �Q` �Q` O + S o � 0 3 w p O 0 0 o 00 N c? 4 Q / 8 �^0 �pX O� h1`? �6 ,�0,. 6a �'�. 4 .,00 0�• ,�`L �� N x O Gjj Ox 4j j ,max 4j0 x �x , p0 to 31 O �� ti� �� ti� N �,� N I ��• LG O a ® 00 V Q — 11+00 o m 12+00 — -13+00 I 4 — , 27 a7 8 — — �� 8 N LG oLu S JAD LN o 2750.65'' DESIGNED: C. GRAHAM o �� SR Ss ss ss Ss c, I �`'� 1 E B E RG HAN LN `��' cS o s `L E O DRAWN: C. GRAHAM 3 2 �o sr �o >> > >> A o ,�`�' G� 2 1g �o r, xs� c x�, o x1-: x- o no- �x�, TIC' ro � o^' co C 3 / CHECKED: C. GRAHAM w r'� so �� �� 4 s� �� r- �i � �, �p� n N N ti M ^ 4 3 APPROVED: C. GRAHAM A Z O I Ok,��� N p co 47 46 45 44 43 42 N N PREPARED FOR: 0 33 ^ M N INTERSECTION DETAIL INTERSECTION DETAIL Cl 7 LLC 4 1 t SCALE: 1 "=20' SCALE: 1 "=20' 4824 W FAIRVIEW AVE 4 I 2 BOISE, ID 83706 Q J m U) N Y O O 3: 2765 2765 W z W J z J > ------------------- ------ ------------------------------------------ -------------------- ------------------------------------------------------------ ------ 0 — LL o ----- ------------------------------------------ ------------------- N O O 2760 o 0? 0 2760 �-�. , cn oC + ro O N v o ^ to o, cD E ZEMO LN 00 — z CL w L II N PVI STA=10+10.50 --------------------------------- -------------------- ------------------------ + 04 4 o --------- `�^0 1 o � w PVI EL=2753.77 FINISHED GRADE N + N0��G v, a II � ---- PVI STA=10+37.50 v~i w PVI STA-13+34.12 a i w ��0 z = 2755 a PVI EL=2751.87 c~n w� — — — - — - c 2755 `L 1.00% ----- - - � � - - - - - - - - - - NQW z -0.50% LLJ z --00% 09—1.s Qz . J - - --- -- -- - - - - - - — --------- o°' +,10 O W o,n EXISTING GROUND 2.00% N ��' �� z 2750 jl N co 0 2750 ��Ili, s� 3 z ---------mom ------ It� 8 ,�� ss' 8 V) W M_N I a Q II w z W — J ----------------- ------------- ---------------------------------- -------------------- -- --------------------------------------------- a ------ ------------------ ---------- ------------------ ------------ ---- ------------- ----- ------------------ ------------------------ S w O J 2745 2745 N > 0 V) M OD O OD O M M 00 t0 M 00 N OD (/1 CD CDt0 CDM Il N '0' n N 07 07 M v i M M M M M M M M N M N N N /1 0 0 0 0 0 Lo Lo Lo Lo Lo Lo Lo Lo v i n n n n n n n n n n n n n n >j N N N N N N N N N N N N N N I W W cn 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 I..L J_ N 0 S JADO LANE PLAN AND PROFILE INTERSECTION DETAIL N STA. 10+00 TO 1 3+50 SCALE: 1 "=20' CSW PROJECT NO. 1 901 3 DRAWING DATE 09/21/2020 O 0 r NOTES KEYNOTES o`� ��E S 'tip m z 1. 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" ------------------------- ------ -------------------------- + LO ---- Q — — ---- -------------------- --- H N------------------- cn cn ao ro ao _ __ 0 r� r (n 0 N j j j EXISTING GROUND N o z r) co II 2755 — — — — — — — =it p z z z 2755 2755 N�' °0 = II II z z z I + ,O - o j'+ LO z o 0 2755 N z w M-- m- UIH -: - " w— r j j WN r ----------------- ------------------- ~ 00 00 00 — N(n �' 00 00 00 (�/l a Z N a ICI Z_ Z_ Z w Q ------------------ ------- -------------- ----- ----- --- ------------------ -- _ — - - - - - - - - - - - — (n(n cn cn 00 V Ld ------------------- --------------------------- ------------ -------------------- -------------------- -------------------- ----------------- ---- -------- ]�E FINISHED GRADE F 7 > + 2750 2750 2750 2750 ------------------ Q C) ---- ----- ---- ------- z ------------------- ---------------------------------------- -------------------- -------------------- -------------------- -------- FINISHED GRADE -------------------- - ------ --------- ---- - ---- -------- U) ------------------ ----------- ------ ----- -------------- -------------------- ---- ------------------ --------------------- ---------------------------- --------- -- ------------ -- CROSSING---- ----- ------- Q CC --- --------- ------------- 12" STORM W G z ----- - ----------- J 2745 8„ WACROSS NTER K IG 2745 2745 �=195'S_2.009; 2745 W J DRAIN CROSSING ----------------- --------------------------------------- ------------------- - ---- ------------------- ----- ----- ------------ ------------------ -------- ------------------------- -- ---- D-8"---------------------- - - ----------------- ------------------- ---------------------------------------- ---Y ---------------- ---- ------------------- ----- ----- ----------- ------------------ -------- ------------------------- ------------------------ ---- = S=0.42% D=8" ----- L 139' � - L=341' S=0.42% D=8 ------------------ ---------------------- - w ------ ------------ L=57--- --------- 2740 Lj 2740 2740 S=0.60% 2740 JD=8"------------------------------------ CC O -------- --------------------------------------- -- ------- ------------------- ------ ---------- ------ ----------------------------- ------------------ -------- ------------------------- ----------------------------- ----- ----------- ----- ------ ----- ------ ------------------------------------------------------------ N O -------- ---------------------- ----- ----------------------------- ---- -------- ------------------------- ---------------- - -- ----- ----- ------ ---------------------------------------------- N CSW PROJECT NO. 19013 2735 12735 2735 12735 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 DRAWING DATE 09/21/2020 o SEWER LINE 'D' PLAN AND PROFILE SEWER LINE 'E' PLAN AND PROFILE STA. 10+00 TO 1 3+50 STA. 7+50 TO 1 2+50 C5m2 m ENS F� 16970 9-21-20 C)o���rF OF 0P�P�P� N^/E L 0 20 40 80 120 cn (N Y 3: coI BLOCK 4 SCALE: 1" = 40' J 2 I I —W o `� , > J + + � > 33 32 31 30 29 28 27 26 Z �YJ 0 °' WATER NOTES 25 � 00 0 0)"' 24 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE X It p I 23 C.O. B 0. ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. m w 3 m 4 4 3 u 00 f9LF 6" PVC 5 4 5Io I 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. m U)p @J 0 2 f9LF 6" PVC — — — — t36LF 8" PVC m fu fu 11 11 8 11 11 11 11 11 11 6 11 3. LOCATE WATER METERS PER MERIDIAN SD—W2. SET METER ELEVATIONS PER 1 MERIDIAN SD—W6. fu 6' U 03 �� B4O 11 6 4 6 21 4. COVER OVER WATER MAIN SHALL BE 4 FEET. f60LF 8" PVC _ _t59LF 8" PVC _ E ZEMO LANE (PVT) t285LF 8" PVC _ _ _ f38LF 8" PVC s BLOCK 4 I , s <8"SS s <8"SS I 5. WATER SERVICE PIGTAILS FOR LOTS ALONG COMMON DRIVES SHALL BE cn EXTENDED 10 FEET BEYOND THE COMMON DRIVE. 48 7 9 f32LF 8" PVC 12 s 11 22 11 w 10 10 9 4 ±41 LF 8" PVC �� / 20 o I I 1 1 61, 6 Lu A IRRIGATION NOTES 47 4 35 SD t47LF 8" PVC ° cn 4 A SD 11 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE cn z / I / s WITH THE ISPWC SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT z o0 I 10 8 IN WHICH THE PROJECT IS LOCATED. o o 19 z v 11 4 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS g U) 11 ~ WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN a 36 / I Jv `rS ACCORDANCE WITH ISPWC REQUIREMENTS. w w z ti 0 46 z Q 3. THE PRESSURE IRRIGATION SYSTEM FOR THIS SUBDIVISION WILL BE SERVED BY A Q PERENNIAL WELL THAT WILL PROVIDE A YEAR—ROUND SOURCE OF IRRIGATION cl w O L I �P� �`�� s WATER. THE SYSTEM WILL BE OWNED AND MAINTAINED BY THE IMPRESSIVE EAST a ,� Q �f �O 1 2 4 \ RIDGE SUBDIVISION COMMUNITY ASSOCIATION. u 0 11 Q o V)cn 0 4 37 �� I Q 0 I 4 - 34 t39LF 8" PVC f9LF 6" PVC 0 J / 15 0 5 o M 9 KEYNOTES 11 -H 11 8 14 16 17 (5 REMOVE EXISTING BLOW—OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. > 3 8 t33LF 8" PVC I 10 Lu 0 44 BLOW—OFF ASSEMBLY MAY BE RELOCATED. 0 B 1 O INSTALL 8" GATE VALVE AND 2" BLOW—OFF ASSEMBLY WITH CONCRETE COLLAR FOR DESIGNED: C. GRAHAM 0 cAl FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD—W13. U) DRAWN: C. GRAHAM Li I BLOCK 4 \ O3 INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 CHECKED: C. GRAHAM Lij AND SD—W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. ft� , 11 _ M G 13 S APPROVED: C. GRAHAM z 43 39 _ Q� �O� d ® INSTALL DOUBLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 0 4 4 _ 9� d AND SD—W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. oq�F�L / d O5 8x6 TEE (MJxFLG) PREPARED FOR: O ` _ / / 1 2 T W 6" GATE VALVE (FLGxMJ) Cl 7 LLC w I 11 _ / _ 6" WATER MAIN (LENGTH PER PLAN) 4824 W FAIRVIEW AVE � I 11 // W _ FIRE HYDRANT PER MERIDIAN SD—W8 AND SD—W9. BOISE, ID 83706 >_ 42 40 f Q ` t31 LF 8" PVC —/ // / CH WA UY pP gLIC) © 22.5' ELBOW (MJxMJ) 9 � / S gOS NOT USED U 5 SD Z 41 10 t9LF 6" PVC 1 Z SD SD s 6 / _ _ � �M ® 8x8 TEE (FLGxFLG) N Y O � f26LF 8" PVC / °C.o. g 8' GATE VALVE FLGxMJ O B.O. _ t134LF 8" PVC E BERGHAN LANE (PVT)— —t144LF 8" PVC_ / w s 8"SS> s <8"SS s 11 0c.o. C.O. 10 POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. z V J 6 11 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. Z Z 11 8 d 11 a 4 12 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" O J p 4 4 4 3 10 VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. V SEE WATER NOTE #2 SHEET C0.1. \ � � I 8 0 /- z Z � 13 4" GATE VALVE (MJxMJ) Q O 0 co a_ 2 3 4 5 6 7 D w N Q STUB AND PLUG 4" PI V MAIN FOR FUTURE TIE—IN I W z BLOCK 4 9 V w 13 W :�E I I TOE TOE OE T F TOE TOE t471LF 4" PVC ❑ O 0 a PI PI PI PI P PI z Z cn 13 Q C Q ce IRR � G w W V Q al� 0 E LAKE HAZEL ROAD (PUBLIC) El EP EP 3: EP EP EP EP EP EP EP EP EP EP EP EP EP LIJ w ce J_ O O cV 0 N CSW PROJECT NO. 19013 DRAWING DATE 09/21/2020 O O m E SF� 0 Ylr} o a_ 10' UTILITY 26.00' PRIVATE STREET LOT 10' UTILITY 970 EASEMENT EASEMENT 20.00' 5' LANDSCAPE BUFFER s 9-21-20 v 25.00' BACK-TO-BACK I SEE PLAN n� �TFOF�OP��P� 12" TYP. 2 1/2" ASPHALT PAVEMENT U I 2 1/2" ASPHALT PAVEMENT L I 2% 4" OF COMPACTED 3/4" I —� J CRUSHED AGGREGATE CURB AND GUTTER fn cn 2' BASE COURSE SEE NOTE. p ' B p ° Qf O 2% 2% 8" THICK CONCRETE ����/� / cn m ° ° ° ° ° ° ° ° ° p RIBBON CURB (TYP.) u p > 0) J OF COMPACTED O ° O 4 4 a4 a4 a a4 a4 4 4 O AGGREGATE 3/4- CRUSHED rn a) � LL.0 / / /\/\r�\/\/ / / BASE COURSE N o C°M° O /\/\/\/ // // // / / /, / / / //�//\//\\//\//\/\/\/\/ o o co w .. COMMON DRIVE TYPICAL SECTION 5 U) vul U) 14" OF COMPACTED 6" O � MINUS PIT RUN SUBBASE SCALE: NOT TO SCALE C7.0 a m w ro w z COMPACTED SUBGRADE L- w °' r U V) NOTE L w 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SD-701 ADJACENT TO ALL COMMON LOTS AND x LANDSCAPE AREAS. w 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SD-702 ADJACENT TO ALL RESIDENTIAL LOTS. O w o PRIVATE STREET TYPICAL SECTION I w SCALE: NOT TO SCALE C�-o z U O o U uj J O z O U I Z a M :2 2 1/2" OF SP-3, 0.50 INCH U) (1/2") MIX, PG 58-28 w o w N Z z cn w = 3' CONCRETE VALLEY GUTTER J w a a a a a a Q O ASPHALT PARKING U z ( 4" OF COMPACTED 3/4" = ASPHALT 0 4 a4 a4 a4 a4� ` CRUSHED AGGREGATE ROADWAY BASE COURSE oLu 4 a4 a4 a4 a4 14" COMPACTED 6" p ° DESIGNED: C. GRAHAM p MINUS PIT RUN SUBBASELi DRAWN: C. GRAHAM CHECKED: C. GRAHAM CRUSHED APPROVED: C. GRAHAM o �//\\//\\//\\//\\//\\//\\//\\//\\//\\ COMPACTED SUBGRADE AGGREGATE BASE 0 PREPARED FOR: 0 0 3' CONCRETE VALLEY GUTTER 3 Cl 7 LLC TYPICAL ASPHALT SECTION (LOCAL STREET) 2 SCALE: NOT TO SCALE C7.0 4824 W FAIRVIEW AVE w SCALE: NOT TO SCALE C 7 0 B I E, ID 83706 z a U J J ('V Y O O w z J_ z U O O \ v)Ld (� Ld MAILBOXES PER OWNER. Q z J 0- INSTALL PER MANUFACTURER'S � RECOMMENDATIONS. MAILBOXES PER OWNER. INSTALL PER MANUFACTURER'S Z W = RECOMMENDATIONS. (/� Q W z Q C ° p ° w D D p � ° ° B ° ° O (if D D Q z o D D° ° Q L o Del D D Q O ° D P D ° J ° ° D ° ° D D ° Q ° D ° D °p D pD D ° \W\ t> ° 12" - D ° ifl ° D D' ° B D ° Dp 12" / Y ° ° p ° CONCRETE PAD p D U ° ° p p ° D p V w I 27.50' 27.50' F i' J PLAN VIEW PROFILE VIEW CONCRETE PAD U O N MAILBOX PAD DETAIL 4 CSW PROJECT NO. 19013 SCALE: NOT TO SCALE C�-o DRAWING DATE 09/21/2020 C� w 0 CTO m E SFD o z OBSERVATION WELL 16970 i14 4' 9-21-20 /� /� /� 12" 2„ CAP UNIT �D,A��TFOF\OP�P�Q� � FRONTAGE BERMING UO/7 ALONG LAKE HAZEL Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa 1/4" cn °°SHE �°° (4:1 MAX SLOPE) o _ Da Da Da Da Da Da ^Q�a Da Da Da a Da Da WRAP TOP AND SIDES OF TRENCH IN 12" �/� �/� NON-WOVEN FILTER FABRIC. SEAMS SHALL oDRAIN ROCK �/�� �/�� OVERLAP A MINIMUM OF 1'. 8" BASALITE GEOWALL PRO o 0 � �[�a a QQ a QQDa��� a a�Da w " o cn r J w M ��� m BLOCKS. COLOR BY OWNER. 0 E Qa Qa Qa Qa a Qa QaM a Qa QaM a a QaM Qa J 3/4 CRUSHED o INSTALL PER MANUFACTURERS Ory F Q/QQ�Q�Q/QQ�Q�Q�Q/QQ�QW �QW AGGREGATE RECOMMENDATIONS. Cl m L� a QaU/��LIU i�4v�QiZG1U i U�Qila i�4Qi�L1U -War 'iaar ��U� a ��v�Qa, w 00 w io >r 0) J �Q C U O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O C 0 0 0 0 0 = FILTER FABRIC. EXTEND o `i'w m 0 n o CL AND STAKE FROM 24 u u! o c m Z 7g'_D- ��� ABOVE FINISHED GRADE r X 0 TO BOTTOM OF WALL 0 � 10 7� Da Da Da�y/J�/Da I(�//Jp�/Da I�//J� /Da D I�y/J�/D I�//J� /D D D D O rn ��/1 PE R PC CJ U U U U V v Qv V v � 0 0 0 \\j\\\ m Ln U 00 Qa�MM Lu ADS, HDPE OR PVC a� a&) aQ\QaQ� a� aQ�Q1-1 a a�Q11 " /.�r/ p , 0 w W PERFORATED SIZE ER PIPETABLE. nQ� Qn Wn n�Q� Qi�n Wn �i� W SLOPE ENTIRE ENG H OF WALL. \//\\\ m E DaQ�c�vU�c�vLl DaO�/va0�DaO�/DaQ�`DaQ\DaO�/DaQ�`D11 aQ�DaQ\Da ,r\/\ �o Z WD- 6 j1�M�n��n1���M�� �n1� � �jQJQQQJ DAYLIGHT AT 100' INTERVALS \\r/\ \ WSTORM DRAIN MANHOLE VV�� W lJ�/�/ LV/�U W �IIJJLJ��// VV�U W C,4 WWITH 2 FOOT SUMP PER Da a Qa a Qa Qa Qa a Qa Qa a Qa Qa RECOMMENDATIONS. `\j\\ > ; u' �j/� L��j/ �j/� PER MANUFACTURERui 'S �'� X ACHD SD-611. QCN L/°�L/°CN L/°CN L/°�L/ '161'Wir � =a �n a a a a N 6" MIN. OF 3/4" cn ASTM C33 ;n CRUSHED GRAVEL Ld FILTER SAND LEVELING COURSE \ \\ x w �\\\/Q�\\r w DRAI i c/\ \ \ \ \ \�\�\�\�\ t 13.00, , rr r\\r\\ir\\ir\\ir\\ir\\ir\\ir� � Q \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /NATIVE�MAT ER�L \ \ \ \ \�j\�j\�j\�j\Q /�/ '` o z `/\\/\\/\\/\\/\\/\\/\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\/\\/\\/\\/\\/\\\/\\\, G EOWALL PRO RETAINING WALL DETAIL 2 w o SCALE: NOT TO SCALE PROFILE VIEW w U Q C J co w Q � 0 I O z O : p U z Q OOf M W Q (� O g < rn J U W Q STORM DRAIN MANHOLE 0 o w cn LENGTH PER TABLE Z WITH 2 FOOT SUMP PER '� Q ACHD SD-611. Z cn U' R R w O z 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY O O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I I z v D PAD ELEVATED 4 ABOVE BACK OF CURB (MEASURED AT CENTER OF LOT) I Lu w J 0 m DESIGNED: C. GRAHAM Of Of DRAWN: C. GRAHAM Ld 12" PERFORATED PIPE WITH FULL PERFORATIONS o � � �\� � � � � � �\� ' - CHECKED: C. GRAHAM Df INLET PIPE PER PLAN SD a APPROVED: C. GRAHAM 10.00' 15.00' z 0 0 M PREPARED FOR: 0 OBSERVATION WELL z `o TYPICAL LOT GRADING DETAIL 3 4824 W FAIRVIEW AVE w SCALE: NOT TO SCALEOf C •1 z 20' MIN. PLAN VIEW BOISE, ID 83706 10' a MIN. (3 A/� STORM DRAIN OVERFLOW MANHOLE �/ WITH 2 FOOT SUMP PER ACHD SD-611. ('V Y OBSERVATION WELL NOTES PER ACHD SD-627 z c/) 1. GROUNDWATER WAS NOT ENCOUNTERED DURING GEOTECHNICAL EXPLORATION. CONTACT DESIGN ENGINEER J IF GROUNDWATER IS ENCOUNTERED DURING SEEPAGE BED EXCAVATION FOR BED RESIZING. z U 2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. O J LA > un Q w 0 Q w 0 m 0 w SEEPAGE BED TABLE ZD V z SEEPAGE BED NO. SEEPAGE BED DIMENSIONS TOP OF ROCK ELEV. BOTTOM OF ROCK ELEV. BOTTOM OF SAND ELEV. PERF. PIPE INVERT PERF. PIPE DIAMETER 100—YEAR VOLUME DESIGN INFILTRATION RATE L u Z _ V LU 0 z BASIN #1 20'Wx108'Lx10'D 2749.00' 2739.00' 2737.50' 2746.00' AND 2744.15' (1) 12" AND (1) 18" 8,588 CIF IN/HR LJJ Q D BASIN #2 15'Wx97'Lx10'D 2749.50' 2739.50' 2738.00' 2746.50' AND 2744.65' (1) 12" AND (1) 18" 5,833 CIF 8 IN/HR O V U I:e 1--, �' Q �_ oC SEEPAGE BED DETAIL (ACHD BMP #20) 1 LEI J SCALE: NOT TO SCALE C 7. > (� Y () 0 In Lu W ♦� I..L J_ U O N O (`1 CSW PROJECT NO. 1 901 3 DRAWING DATE 09/21/2020 C� a_ O C7m I o i p 5g GE m LJ IMPRESSIVE EAST a0 I i RIDGE SUB NO. 1 16970 W TOE TOE TOE 9-21-20 TOE TOE n �q `ZO c� TOE TOE O TFOF0 .ZP M.GAP U o Ln REMOVE EXISTING CLEAN-OUT m 0 AND CONNECT TO EXISTING 0 25 50 100 150 8" SEWER MAIN V) Y 0 20.00' SEWER SCALE: 1" = 50' Y � EASEMENT/SECONDARY J w FIRE ACCESS ILIw l ;_ n 0 c/) � In U 00 (� o _ J k Op G XO c �� 5 8"SS> s 0 Co LLi .. cn m O U) u o a CaJ w S ��oo m fo L Z w °' � SEWER LINE UTORE PNPSE 1 V) SEE SHEET C5.0 w m x w 20.00' SEWER D EASEMENT/SECONDARY p FIRE ACCESS n - - - - — - - - - - - — - - - - a 00I I I I I BLOCK 4 I I I I I I I I I I I I I STUB 8" WATER MAIN z I I I I I I I I I I I I I I I I I STUB 8" SEWER MAIN I FOR FUTURE TIE-IN FOR FUTURE TIE-IN o II II II � gp 0 I 33 I I 32 I I 31 I 30 29 28 27 26 25 co I I I I I I 1 1 ° 1 I I I I 1 241 I II TUB 8" WATER MAIN 23 C.O.c.o. o. FOR FUTURE TIE-IN SEWER LINE 'B' W m 0 SEE SHEET C5.1 I I I I 1 z I I I I I I I I I I I I I I I I I I I SEWER LINE 'C' z \� L — — J — — J L_ - - J — — J L_ — — J — J — — J L — — J w — J \ SEE SHEET C5.1 I I UQ o s„W s"W I I 21 w I 0 I w - — E ZEMO LANE (PVT) — — s BLOCK 4 zS <s'SS S <8"SS � / _ - - _ _ - - _ J N �3 0 Z = 48 22 -- - - - - - - - - - m w •a J w I — — — — — — , INSTALL DECORATIVE �� / 20 p I z I I x xINSTALL DECORATIVE x x . x x� STREET LIGHT PER OWNER V p I 47 n I STREET LIGHT PER OWNER + L — — — — — — — — — — — o S D 5 D / S W uj—co I Z - - - - - - - - SEEPAGE BED #1 �.` No Lu 00 r - - - - - - - - � k, 19 Z - - - - - - - - � I ° INSTALL CONCRETE " O 0 DESIGNED: C. GRAHAM � I 36 MAILBOX PAD PER J i ASS, \ rLO��' _ — N 0 DRAWN: C. GRAHAM p I 0 I 46 I I DETAIL 4 SHEET C7.0 + i i �� SO — — — — — — 00_ J ~ � - - - - - - - - � j I I a A- �Q s CHECKED: C. GRAHAM w L - - - - - - - - J w r - - - - - - - - - / z �P I I APPROVED: C. GRAHAM m- - Q I I + o 0 0 E PSE I i 45 7 a I I /-4 `�� I I I I I I PREPARED FOR: R PN F0�0 I - - - - - - - - N - - - - - - - - � / I 15 I I I I I C17 LLC or�w _ _ _ _ _ _ _ _ SEWER LINE 'D' 4824 W FAIRVIEW AVE Of r I SEE SHEET C5.2 I x x + / 14 I I 16 I I 17 I BOISE, ID 83706 BLOCK 4 z I 38 44 I SEEPAGE BED #2 REMOVE EXISTING BLOW-OFF Q I I I AND CONNECT TO EXISTING B 8" WATER MAIN sn _ _ V) r _ _ I B — — — — - r - - - - - - - - � ® / �v� — J L - - - J - - - � N Y IO I � I I ® M - - - - TOE o I 43 39 �o I ® 1 a - - - O INSTALL DECORATIVE I I I I I �,j, 41 d - - - STREET LIGHT PER OWNER L — — — — — — — — — — — - INSTALL DECORATIVE FAA J I — — — — — — — _1 / \ r — — — - STREET LIGHT PER OWNER 1 2 >- I \ I Z v STUB 8" WATER MAIN I i 42 I 40 i _ // — �iB Q FOR FUTURE TIE-IN HWAY �P_ / \ — — — D - - - - - - - - � / / SBOSC CL J SD S 1 SD 7 w 41 o e.o. 8 W _ — E BERGHAN LANE (PVT) wS 8"SS> 5 <s"ss 5 L - - - - - - - - - - J ,// /� Lu ZD z I I I I I I I I I I I I 10 / / Lu w I I I I I I I SEWER LINE 'E' 1 1 1 / I _ Lu 8 SEE SHEET C5.2 I � I I I I I I I I I L — — — — — — — — / I > z I I 2 I I 3 I I 4 I I 5 I I 6 I I 7 j r - - - - - - - - / I 0 J STUB 4" PRESSURE IRRIGATION I 1 CL FOR FUTURE TIE-IN I I I I I 11 1 1 1 1 I Q 2 Q 1 1 BLOCK 4 11 1 I 11 20.00' SHARED I 9 I..0 _ ce I I I I I I I I COMMON DRIVI I I Lu W TOE TOE — _ _TN — _ _ LOE — J TO d > > — — — — — — — — — — — — — — — — Y PI PI PI PI PI I 0 3: Lu I I w ILI � I � E LAKE HAZEL ROAD (PUBLIC) 0 EGEP EGEP p E G EF�G E�G EF�G EF�G E G E G E G E G EF�G EGEP 0 N p n1 CSW PROJECT NO. 1 901 3 = CONSTRUCT 4' KEYSTONE BLOCK CONNECT TO EXISTING 4" DRAWING DATE 09/21/2020 p WALL. SEE DETAIL 2 SHEET C7.1. PRESSURE IRRIGATION w 0 0 C2m0 CIVIL SITE CSW W O R K S July 27, 2020 City of Meridian 33 E. Broadway Ave. Meridian, ID 83642 RE: Impressive East Ridge Subdivision No. 2 Roadway Centerline Elevations To Whom It May Concern: I certify that all design street finish centerline elevations within Impressive East Ridge Subdivision No. 2 as shown in the latest stamped and signed subdivision improvement plans are set a minimum of three feet above the highest established normal groundwater elevation. Respectfully, Corinne M. Graham, PE �oNAL Principal FENSFO 16970 �O��gTE OF NNE M.U PO BOX 6059 BOISE, ID 83707 (208) 946-3874 cgraham@cswengineering.com IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 BOOK , PAGE LOCATED IN THE SW114 OF THE SE114 OF SECTION 32, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 SCALE LEGEND CS1116 CORNER __ SECTION 32 0 60 0 30 60 12o SUBDIVISION BOUNDARY LOT LINE (FEET) --- SECTIONAL LINE 1 INCH= 60 FT - - - - CENTERLINE EXISTING DEED OR LOT LINE o UNPLATTED ------------- NEW EASEMENTS • _ � __ _ -� r S 8905_9'28"E 550.00' __ __ __ _ _ __ 0 OTHER BOUNDARY LINE 50.00' 50.00, 45.00' 50.00' 54.00' 45.00' 50.00' 50.00' 45.00' 45.00' 54.00 JL3o Q FOUND BRASS CAP MONUMENT r------ r------� r---- --- ------ --- r----- ---- r---- � r---- -----1 5' If 1 1 1 1 1 1 T -� r � r- -� -� r- -� - -, - 1 1 1 1 5' 1 1 1 1 1 1 1 1 1 p 1 p 1 p 1 p 1 p 1 p 1 p 1 0 1 1 I 100 in N FOUND ALUMINUM CAP MONUMENT �11 o I o I o I o I o I o I o I o p M 01 1 C 1 L-) 1 I L-) I I L-) I I 0 0 0 0 0 0 0 0 1 1 O FOUND 5/8"REBAR/CAP PLS 14221 OR AS NOTED o O a - I - v UNPLATTED o I I I I I I BLOCK 4 I v - "' o 1 1 1 1 1 1 M N •O SET 5 8„REBAR CAP PLS 14221 30 29 ui 32 - I 31 - I - 28 - 27 - 26 - 25 - 1 "� / / w M i M i M i M i M i M i M i M i 24 N 1 �, l oo O FOUND 1/2"REBAR/CAP PLS 14221 23 1 "' 1° • SET 1/2 REBAR/CAP PLS 14221 22 00 21 0 „ I o I o I o I o I o I o I o I o I o M L' I o l o l o t o o l o l o l o l o l °o l p j o S 89°5928"E 131.00' 0o I � I � I � I - � I � I � I � 1 � I �, 1 ° • • - -- -- • CALCULATED POINT o I I I I I I I I I I I 15' 1 1 1 I ` Q L------J L- -J L-----J L -J L- -J L-----J L- -J L- -J L____ J z 1 50.00' 50.00' 45.00' 50.00' 54.00' 45.00, 50.00' 50.00' L5 Cj POB POINT OF BEGINNING • - - - • - -t S 8905928"E 405.62' - - - - - _ _ cs c6.\J �,� -' ► v/ 20 I 1 LOT NUMBER L1 102.63' E. ZEMO LN. (PRIVATE) 302.99' �� l c 0ti �� -S 8905928"E 110.75'-- v/v -------------- •N • 80.50' 47 c7���� I C�0 C32 S 89°59'28"E 265,49' czg • �s�g��0 hp. / ��- I NOTES: 1 _-S 89°59'28"E 103.00'-�� I v -S 89°59'28"E 103.00' sF C3 ��i 19 i� 1 I 1 0 �s _Q. C2 y • i `n 1 v -4 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES,PROPERTY DRAINAGE AND PRESSURIZED IRRIGATION oI 1 +I I ti ° L--J O TO BE OWNED AND MAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY ASSOCIATION, AID o f I I M 34 u•i F �ti' S 89 59'28"E 138.18'- I- cdz ( INC.),), v I 46 I M ui I I v s, ___ ____________ __ EASEMENTS HEREBY RESERVED ALONG THE FOLLOWING: 1 I I m M L J N 1s • �0�� I -TEN(10)FOOT WIDE OR AS DEPICTED, WHEN LOCATED AT FRONT LOT LINES,ADJACENT TO PUBLIC RIGHTS OF WAY 1 L-S 89°59'28"E 105.00'-J I ���\ u, BLOCK 4 to ^ W I\ OR SUBDIVISION BOUNDARY r , 1 -S 89°59'28"E 105.00'-1 , �00 "� N N Q -THREE(3')FOOT WIDE OR AS DEPICTED WHEN ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES 10.00, I� I o1 I o p "' N Ln 35 1 Lo �2 �� I I� Q 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH STATES"NO of to I V'1 1 V' h �l F ---N89°59'28"W 113.68'--� _ a 1 o I 45 I o W � 10.00' p�0 ? 9 Fo, N v1 1p AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, eL; f ter, o t Q ^� PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES o I 1 Q r-S 89°59'28"E 105.00-1 I F�� 17 U) O W *-i AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION L-S 89 59'28"E 105.00'-J ti I I 4 I 1<\ N 89059'28"W 122.86' N o j Y ( ) N I oC - I I - gti' L �� 1 O �, O WAS NO A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT of I o - ti °10 �'' `^ 1 `L14 r--50.00'--� ---60.00'-- O APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL BLOCK 4 1_ 01 36 BLOCK 4 / o �o 1 1 1 1 1 1 1 � m 01 10 Ln I o o I 1 I 5'---1' W OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." 1- 1 01 44 10 � I J 1 1 � 33 M+ I 1 1 g I I M O 1 N w I o I o I I 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS I 1 1 w l ,� !`� I u{ I ui I ti a L S 89°59'28"E 105.00' J p o N I I I OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. Z M ^ L T S 89 59'28"E 105.00' N �4> JQ o I I I o r ------------ o I_ 1 ", �� 13 0 1 14 w 1 15 w 1 16 Io N 1_ I T I- I� o I Ln I o o Q o I N I N I I o 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE 11 o I 10 0 o I I o o ) ` iv z I o I o I I^ OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT. d o 0 o v1 37 I d o N I � 43 I ui z "'I 10.00' I u� cn ON ��� o o 10.00, w I I I I~ 1 S I o I o I I 1 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. L-S 89°59'28"E 105.00'-J L-S 89°59'28"E 105.00'-J \\ 4, 1 Z I Z I I �^ I V� �'L ���+ F9�, I�10 I I �5' I 1 MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER, W r � r -1 �� '79° 9 O, l L------J L _____� UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. o W I 10.00'�I I I �. \� �2 1', �1r o 26.15' 50.00' 60.00' o 0o i cv I o I i o I o i 38 i o n�'b� "ice o �9� N 89059'28" W 136.15' 6. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF MERIDIAN. z i M I 42 I I I /y l lL �O 00 O I I I 1 I I L17 12 \�' 9j n�0 7. THE LAND WITHIN THIS PLAT IS NOT WITHIN AN IRRIGATION DISTRICT AS DEFINED IN IDAHO CODE 31-3805, BUT 0 1 L-S 89°59'28"E 105.00'-J L-S 89°59'28"E 105.00'-J ��'L°' IN COMPLIANCE WITH IDAHO CODE 31-3805(B).ALL LOTS WITHIN THIS SUBDIVISION WILL RECEIVE WATER FROM A Z r - I r - �0� p0 11 9 , PRIVATE WELL, OWNED AND MAINTAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY ASSOCIATION, INC. F 01 1M MI 1 0 toy 80, • �� \i 1 o I Ln I Ln 39 I o '�' ti 8. LOTS 7, 11, 13, 17,21,33,40 AND 47,BLOCK 4,ARE RESERVED AS COMMON AREA NON-BUILDABLE LOTS,AND ARE 1 41 I M M I I S 89059'28"E 98.00' 'y� \ O' OWNED AND MAINTAINED BY THE EAST RIDGE MASTER COMMON AREA ASSOCIATION INC. - � L-S 89°59'28"E 103.00'-Jv �L-N 89°59'28"W 103.00'J • ���__---------- -- N 2 c G26 col �� �� \ C�J pO) 9. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE 1 80.50, 40 GZ 0 I �� 18 N 89059'28"W 94,44' 1�/ 1� ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. Cti C16 co C15 10 ° �� °'y ti N 118.00, 131.94' / `n = /�0 1� �' •-� _ _ _ •_ _ _ _ • C12 C1 M 10. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN DEVELOPMENT AGREEMENT INSTRUMENT NO.2018-052339. o �- -S 89059'28"E 128.12'J__� J E. BERGHAN LN. N 89°59 28"W 249.94' (PRIVATE) ��s Q g ^ _ _____________ �� �� �� 11. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND 45.00' 54.00'_ 50.00' 50.00' 45.00' L16 - RESTRICTIONS FOR EAST RIDGE ESTATES COMMUNITYASSOCIATION, INC. I r-----1 r---- -1 r------J F------, r-----, -- o - ,��, 5G%' ON 1 1 15' - I I I I j I I I~5 v o 9 1 p �� �0 12. LOT 12,BLOCK 4 IS A PRIVATE ROAD, TO BE OWNED AND MAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY i 5'1 F� I o o l 0 1 0 1 0 1 w `n 1" C�Q ASSOCIATION,INC. 1 0 0 1 0 1 0 o BLOCK 4 _ 1 I ui � ti I I o N L--S 89°59'28"E 107.43'_J N o I w Lu I Lu I u, i u, i 7 0 ________________ 1 rN� 13. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED. l0 1 1 N 2 N 1 3 N 1 4 N 1 5 N 1 6 _ 0 1 1_ o I o 1 o M 14. LOTS 7 AND 17 BLOCK 4 ARE SUBJECT TO A COMMON DRIVEWAY EASEMENT AS SHOWN HEREON. VEHICULAR 1 1 po Q, 1 Q, 1 0o I oo I o z o 10 00 ° ° I ° I o 0 0 0 ACCESS FOR SAID LOTS SHALL BE LIMITED TO THE COMMON DRIVEWAY EASEMENTS,AND NO DIRECT ACCESS TO ANY z z I o z I z I z I 0 8 I rr STREET OTHER THAN THROUGH SAID DRIVEWAY EASEMENTS SHALL BE ALLOWED. THE OWNERS OF SAID LOTS TAKING I IL I I 5'�I I I I~ o ACCESS THROUGH SAID COMMON DRIVEWAY EASEMENTS SHALL HAVE A PERPETUAL RIGHT OF INGRESS AND EGRESS L_____J L______-i L1_____J L______- L___--J L ____--__- L__1__________J ) AND SAID EASEMENTS SHALL RUN WITH THE LAND.SEE CC&RDOCUMENTS FOR ADDITIONAL INFORMATION S 89059'28' E 246.01' POB 45.0o 54.00' 50.00' 50.00, 45.00' 65.00' 25.00' 91.43' REGARDING USE AND MAINTENANCE OF SAID EASEMENTS. - - • �__ N 89°59'28" W 425.43' __ _ T_ o �. 4 IMPRESSIVE EASTRIDGE SUB. NO. 1 J o BOOK 116, PAGE 17499 Q I W S114 CORNER T. 3 N. CPF 2015-013745 32 133 SECTION 32 E. LAKE HAZEL RD. N 8905928"W 1329.49' T. 2 N. EI 16 CORNER N 90000'00"E 1329.66' CPF 111066375 BASIS OF BEARINGS SECTION 3215 574 ILLEGIBLE RAAP RANCH SUB. ILLEGIBLE 2030 S. WASHINGTON AVE. 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FAIRVIEW AVE BOISE, IDAHO 83706 SCALE I" = 80' (208) 336-5355 1 of 5 Sheets Issue Description Date ISSUE -1-1-20 STREET NAMES 8-14-20 FUTURE PHASE 3 3-HL f=LmAN7 5CHEEDJLE PARK REV. ci-22-20 ^ (REFERENCE SHEET L2) 2-IH o+ SYM COMMON NAME 3-BE EVERGREEN TREES 2-KF 4-5M KG KARL FUGHS CEDAR 2-KC RK ROYAL KNIGHT BLUE SPRUCE -1-GR o ... 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NORTH 6-5P' 0' 3 0' 6 0' 9 0' 4- R / ,40 j..5-GR o 6-BE �o o SCALE 1" = 50' I-H6 10 4-6L I-VP / / KEY MAP Job Number 1953 5-KF I-H6 / I 5-IH 7 Drawn Checked JJN Kcs II li I _ Scale AS SHOWN f Sheet Title _ 9 LANDSCAPE w - - TOE PLAN TOE OE TOE TOE TOE o i PI PI PI PI PI PI PI PI j ----------- - , I DEVELOPER j ;� , Sheet Number DEVCO LLC. JIM CONGER 4824 W. FAIRVIEW AVE BOISE, IDAHO 83706 - --------- (208) 336-5355 2 of 5 Sheets Issue Description Date ISSUE 7-1-20 STREET NAMES 8-14-20 PARK REV. q-22-20 V x 2" x 2" CEDAR STAKE, 2 PER TREE. SET STAKES PARALLEL TO PREVAILIN6 WIND. 5EGURE WITH RUBBER CINCH TIES. DO NOT PENETRATE ROOTBALL. SEE NOTE 3. ROOT GROWN TO BE 1-2" 6' O.G. POST GAP PLANT 5CH Z ULABOVE FINISH GRADE. 1Y2" x 5Y2" RAIL �Q �� �i`i TRUNK FLARE MUST BE VISIBLE '/8" x 6" VINYL SYM COMMON NAME BOTANICAL NAME PICKET PANELS SIZE C IN PLANTING BEDS: MULCH AS SPECIFIED. EVERGREEN TREES T[F 5-O MIN BRUSH AWAY FROM TRUNK. KG KARL FUGHS GEDAR GEDRUS DEODARA 'KARL FUGHS' 12'-14' HT B B RK ROYAL KNIGHT BLUE 5PRUGE PIGEA PUN6ENS 6LAUGA 'ROYAL KNIGHT' 10'-12' HT Bff B �. FERTILIZER TABS AS SPECIFIED VP VANDERWOLF PINE PINUS FLEXILIS 'VANDERHOLFS' 10'-12' HT BBBIfe J; III F SNIP BASKET 35 SHADE TREES (GLASS III) #i�� b ,2'-O" I i- TURN BACK BURLAP 1/3. RO NORTHERN RED OAK QUERGU5 RUBRA 2" GAL B 4 B tfy i 11 �� �' =I = = I I BAGKFILL W/ TOPSOIL MIX 6 SHADE TREES (GLASS II) III I I—III—III I �, AS SPEG'D � TAMP LOOSELY HL SKYLINE HONEYLOGUST 6LED I TS I A TRI AGANTHOS SKYGOLE' 2.5"-3" GAL B�BI - ; IN 4"-6" LIFTS X 5" x 5" SQ POST SN SENSATION MAPLE AGER NE6UNDO 'SENSATION' 2.5"-3" GAL B�B 2 x BALL DIA. < TT TULIP TREE LIRIODENDRON TULIPIFERA 2.5"-3" GAL BBB ORNAMENTAL TREES (GLASS 1) NOTES: AG ADAMS CRABAPPLE MALUS 'ADAMS' 2" GAL BBB I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. AM FLAME AMUR MAPLE AGER 61NNALA 'FLAME' 8'-10' HT BBB CLUMP 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER PLANTING. IF SYNTHETIC, WRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. SHRUBS/ORNAMENTAL 6RA55E5/PERENNIAL5 5. STAKING OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS FOOTING PER MF6 RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN RECOMMENDATIONS BA BLONDE AMBITION &RAMA GRASS BOUTELOUA 6RAGILIS 'BLOND AMBITION' I GAL STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF BE BLACK EYED SUSAN RUDBEGKIA FUL6IDA '60LD5TRUM' I GAL, 24" O.G. JENSENBELTS THE I YEAR WARRANTY PERIOD. BL BLAGK LAGS ELDERBERRY 5AMB0005 NI6RA 'EVA' 5 GAL ASSOCIATES 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. NOTES: GR RED FLOWER GARPET ROSE ROSA 'FLOWER GARPET- NOARE' 3 6AL 1. VINYL FENGE STYLE MAY VARY SLIGHTLY. COLOR TO BE TAN. FL FINE LINE BUCKTHORN RHAMNUS FRANOULA 'RON W I LL I AMS' 5-6 HT 6F 60LDFLAME SPIRAEA SPIRAEA x BUMALDA '60LDFLAME' 3 6AL Site Planning TREE PLANT I NCB/STAK I NCB 6L ORO-LOW SUMAC, RHUS AROMATIGA '6RO-LOW' 5 6AL Landscape Architecture VINYL PRIVAGY FENGE H6 HENRY'S GARNET SHEETSPIRE ITEA VIR6INIGA 'HENRY'S GARNET' 5 6AL NOT TO 50ALE IH IVORY HALO DOGWOOD GORNUS ALBA 'BAILHALO' 5 6AL Bois TIdah Lane, Ste 130 NOT TO SCALE KF KARL FOERSTER REED GRASS GALAMAOROSTIS ARUNDINAGEA 'K.F.' 16AL Boise, Idaho 3 71 LV HIDGOTE BLUE LAVENDER LAVANDULA ANOUSTIFOLIA 'HIDGOTE BLUE' I GAL Ph. (208) 343-7175 SM SLOHMOUND MU60 PINE PINUS MUC70 'SLOWMOUND' 3 GAL www.jensenbelts.com SP SPILLED WINE HEI&ELA HEI6ELA FLORIDA 'BOKRASPIHI' 3 GAL i 3 OF MULCH AS SPECIFIED. 6' SOLID TAN VINYL 4' BLAGK IRON LAWN PRIVACY FENGE (TYP). x x x FENGE (TYP). BRUSH AWAY FROM STEM. 2" x 2" SQ POST 6' O.G. I x Val, SEE DTL 5, THIS SHT SEE DTL 6, THIS SHT HORIZONTALRAIL (.080 WALL MIN) 4" PICKET SPAGING 5/8" x 5/8" PICKETS TURN BAGK BURLAP, TOP 1/3 OF BALL. (.050 WALL) KEEP GROUND LINE SAME AS NURSERY. - -I I= FERTILIZER TABS AS SPECIFIEDNOTE5 —III =III= _ III=1 z Z Z PLANTING SOIL AS PER SPECS. o I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH CITY OF MERIDIAN GODS. REFER TO SHEET L4 - O W x SPEC SECTION 32 qO 00 - LANDSGAPE SPEGIFIGATIONS. J NOTE: DIG HOLE TWIGS THE SIZE OF ROOTBALL. � � 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. REFER TO SHEET L4 - SPEC, SECTION 32 54 00 - IRRIGATION PERFORMANCE SPEGIFIGATION5. 2 SHRUE3 PLANTI NCB °°° °°° °°° °°° 5. LOCATE AND PROTEGT ALL UTILITIES DURING GON5TRUGTION. > W NOT TO SCALE o00 oc 000 000 000 O 24cc cc " °°° °°° 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, OR Q ° ° ° FAGILITIES IN PARKSTRIPS. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURIN6 THE °°° °°° °°° ° °°° °°° °°° Q °0° 0°0 °0° 0°0 CONSTRUCTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TURF 8" °°° °°°° CONCRETE TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXGEED 18" IN DIAMETER. NO LAWN SOD TO BE PLAGED OVER MULCH FOOTING DRAINA6E SHALE SAND WINDOWS. AGHD STORMWATER BASINS AND SHALES SHALL BE LANDSGAPED AGGORDIN6 TO THE 12 'ADA COUNTY HIGHWAY DISTRICT STORMHATER MANAGEMENT BASIN REVEOETATION 6UIDANGE MANUAL' (OGTOBER 2017) IN Q PER SPEC APPENDIX D. cm vMYNy NOTES: 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSEGTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' INZ o I. WROUGHT IRON FENGE STYLE MAY VARY SLIGHTLY. POWDERGOAT HI6H AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR AGHD ROW. AS TREES MATURE THE OWNER SHALL BE W Q 4„ COLOR TO BE BLACK. RESPONSIBLE FOR PRUNING TREE GANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAINING GLEAR VISIBILITY WITHIN 40' O III—III—III. STREET VISION TRIANGLE. a! IIIIIIII—III Z � I=1 I I1 111 I I 1111 I II I—III— I— III—� ' ' 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSEGTION STOP SIGNS. FINISH -III—III- ' GUT EDGE TOP SOIL Q W Q 7. GLASS 11 TREES AND LANDSGAPE IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE GOMPLETED DURING GRADE I RO N FENGE GONSTRUGTI ON ON THESE LOTS. TREE LOGATI ONS MAY BE ALTERED TO AGGOMMODATE DRIVEWAYS AND UTILITIES. TREES j MUST BE GLASS 11 AND SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. NOT TO SCALE PLANTER GUT BED EDGE 8. PLANT LIST IS SUBJEGT TO SUBSTITUTIONS OF SIMILAR SPEGIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE J NOT TO SCALE TREE. ALL NYLON ROPES TO BE GOMPLETELY REMOVED FROM TREES. q. THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION IS REQUIRED. Z LANDSCAPE BOULDERS BOULDER NOTES: W A 5' x 3' I. PROVIDE/INSTALL LANDSGAPE BOULDERS. B 4' x 2' 2 SIZES OF BOULDERS ARE G 2' x 2' APPROXIMATES. APPROX. SIZE SELECTION OF BOULDERS N SHALL BE APPROVED BY LANDSGAPE ARCHITECT Job Number 1953 PRIOR SITE DELIVERY. 2' COORDINATE PLACEMENT LAN�BCAFE CALIC.,ULATION5 OF BOULDERS WITH LANDSGAPE BOULDER 'G' LANDSGAPE ARCHITECT. LOCATION AREA REQU I RED PROVIDED Drawn Checked 2. BURY BOULDER APPROX. NUMBER OF TREES PROVIDED J J N K C S 1/3 OF DEPTH INTO ON COMMON LOTS: 78170 SF / 8000 SF 10 150 AS SHOWN GROUND WHEN PLAG I N6. Scale Sheet Title EXISTING TREES ON-SITE A VOLUNTEER ROADSIDE OR DITCH TREES (UNDESIRABLE DEAD OR/DYING SPEGIES). ALL EXISTING TREE WILL BE REMOVED. NO MITIGATION IS REQUIRED. LANDSCAPE 3' 2' PLAN LANDSGAPE BOULDER 'A' LANDSGAPE BOULDER 'B' DEVELOPER Sheet Number DEVCO LLC. JIM CONGER LANDSGAPE BOULDERS 4824 W. FAIRVIEW AVE BOISE, IDAHO 83706 L2 NOT TO SCALE (208) 336-5355 3 of 5 Sheets Issue Description Date ISSUE -1-1-20 STREET NAMES 8-14-20 EQ EQ PARK REV. ci-22-20 (TYP.) (TYP.) 48"x 51"ENTRY GATE (TYP.OF(2)) 20"x 20"COL.W/STONE VENEER SURROUND& PRE-FAB CAP --------, r ------- (TYP.OF(2)) -4 _ PLAN VIEW a � OF sir _ I I 4, �e4 ' e I a a'<a ° - - < : _ `n a' 4 36"x 36"x 12"FOOTING W/ .a atr, nI:a °. d °." ° _ I. d_ w I (3)#4 HORIZ.EVENLY ~ W I - '" -� - A a - a -°- ° I d - I SPACED EA.WAY as 26"x 26"x 2-1/2" t L q� _, J. _ < °° ° L °— — b J EL DORADO PRE-FAB. F- f d °a e - — — — I CHISELED EDGE SLOPED COLUMN CAP — — — (� a 2„x 2"BLACK POWDER t '°:,a °° I I I COATED METAL POST I I Iry Q": 'd ° _ �N4 oo I I 4 „ ATE FIELD VERIFY f�f S �� d- d - a I I 20"x 20"SOLID POURED COLUMN(TYP.OF(2)) '4 O °°,q .°_ °° �_ d s CULTURED STONE ,a a _ - '�d L_ — — — — — — SURROUND(TYP.) °° 4'TALL IRON FENCE n ° SECTION VIEW b_ OG PR P°AREQd, ° ° _ (TYP.) COL.TO COL. 26"x 26'x 2-1/2" tl.a .a °,Q ° 3"x 3"IRON FENCE 2"x 2"BLACK POWDER EL CHISELED EDGE SLOPED l<.d POST(TYP.) - COATED METAL POST W/ COLUMN CAP e< SOLID CAP AT BOTH ENDS& d d ` _ & a PRE-DRILLED 1/2"DIA.HOLES T.O.COLUMN T.O.GATE > d LL ° T�� d d GATE TCHARDWARE E ED d CULTURED STONE d > _ TO TE D " ET P S A ° SURROUND(TYP.) C.O.HINGE _ °e• (FIE D ERIF ) JENSENBELTS 4 "x 1"M L TE - ` ° °, POURED COLUMN d ° (FIELD ERIF ) a ° (TYP.OF(2)) ASSOCIATES P ° 1 2'x 4' OL EPDXIED I T C UM a #4 HOOP TIES ATTOP, Site Planning MIDDLE,&BTM. a GATE HINGE A D A Landscape Architecture LD D TO "ME L P T 94 FOOTING DOWELS AT C.O.HINGE d (TYP. F( )) a° EACH CORNER 1509 Tyrell Lane, Ste 130 LL - 4" o C.S B Boise, Idaho 83706 "CO G VE ILL Ph. (208) 343-7175 EQ EQ > B.O.GATE °° C9 GRADE/SIDEWALK ow www.jensenbelts.com a¢< d_ ° - 0 ° d 4'4" o -a ° S d— T.O.FTG. G" 6"x T2 F T NGVVT — - - — ° _ • _ _ - a d• _ _ DOG PARK AREA 1'- V- T-0" T-4" T-0" z z O a J DOC7 PREP. AREA 2 ENTR"r CHAT - DOCK PREP. AREA W SCALE : 1/2" - I'-O" SCALE : 1/2" - P-O" O m Q U CV o Z Z Q Q SECTION VIEW W O � J DOG PARK AREA z Q 6 4" 0 cr FIELD VERIFY T.O.GATE T.O.COLUMN 5'-4" 0. C.O.HINGE 3"x 3"IRON POST (TYP.) 1/2"0 x 18"DROP PIN J AT EA.GATE W/ 30"x 51"METAL GATE co COLLARS WELDED (TYP.OF(2)) c _ M � TO GATE � Q p 1"0 x 10"CONDUIT IN GATE HINGE HARDWARE a , GROUND-BORE OUT WELDED TO 2"METAL POST 3"DEPTH INTO CONC. (TYP.OF(4)) FOR DROP PIN p- LL o (4)1/2"0 x 3-1/2"BOLTS EPDXIED ° ° o� M C.O.HINGE INTO CONC.BASE AT EA.POST d o • p' '° ° 5"x 5"POST BASE B.O.GATE.� '° � -' ° •' , GRADE/SIDEWALK ° (2)3b"JC.51"GATES CONC. ENTRY PAD 4'TALL IRON FENCE 4"COMP.GvEL-FI�L 3"x3"IRON FENCE - T.O.FTG. Job Number 1953 POST(TYP.) EXTERIOR _� � � � � � � � � � � � Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE MA I NTENANGE ENTRANGE 4 MA I NTENANGE ENTRY C5ATE PLAN SCALE : 1/2" - 1'-0" SCALE : 1/2" - P-O" DEVELOPER Sheet Number DEVCO LLC. JIM CONGER 4824 W. FAIRVIEW AVE L 3 BOISE, IDAHO 83706 (208) 336-5355 4 of 5 Sheets Issue SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00-SPRINKLER IRRIGATION (TWO-WIRE PERFORMANCE) Description Date PART 1 -GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL PART 3- EXECUTION ISSUE 7-1-20 STREET NAMES b-14-20 1.1 RELATED DOCUMENTS 2.1 TOPSOIL 3.1 PREPARATION -GENERAL 1.1 CONDITIONS AND REQUIREMENTS: 3.1 GENERAL PARK REV. ci-22-20 A. Drawings and general provisions of Contract, including General and Supplementary Conditions and A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil shall be A. General Contractor shall be responsible for excavating planting areas to appropriate depths for A. General and Supplementary Conditions, and Division 1 General Requirements. A. Install system to provide for adequate protection against freeze damage. Division 1 Specification Sections. fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, brush,weeds, roots, placement of topsoil as specified herein. B. Install system in accordance with approved Contractor design drawings. All stumps, stones larger than 1 inch in an dimension, and other extraneous or toxic matter harmful to 1.2 SUMMARY deviations from the plans must be approved, and clearly recorded on record drawing. p 9 Y B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and 1.2 SUMMARY plant growth. outline areas and secure Architect's acceptance before start of planting work. Make minor adjustments A. Work included: C. Installsystem 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. See as may be required. 1. Provide and install a complete and operating automatic irrigation system for recommendations. 1. Trees. 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 other 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. 3. Lawns. additives and added regardless of test results. 3. Sleeving under paved areas (by others) Locate adjacent to paved surfaces, at valve boxes where practical. 9 A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous materials o1111111l1## 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, harmful or toxic to plant growth. 4. Obtain and pay for all permits and fees for the work of this section. 3.2 SURFACE CONDITIONS �, QF ##r`�// 5. Miscellaneous Landscape Elements. friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting 5. Perform work on a design/construct basis, subject to the requirements of �tikP - / p P P p Y 9 p 9 mac, C. E r 6. Initial maintenance of landscape materials. litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other extraneous 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 B. Related Sections: The following sections contain requirements. 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 ap g P Y p 9 p project Shrub Areas: 1/3 compost, 2/3 topsoil. work. Do not proceed until unsatisfactory conditions are corrected. 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 rotect site. �' 1.3 SUBMITTALS B. Locate all underground utilities and structures and notify Architect of any Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of not less Fertilizer: Per soil test and manufacture's recommendations. � -. 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 =tom, 1.3 QUALITY ASSURANCE 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 topsoil and y p • 1� �� o p g p p g pp Y p replace said structures or utilities damaged b this work at no cost to the Owner. ►t� *�* 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 Organic mix thoroughly before planting. 1. Manufacturer's printed product information and catalog cut sheets for all p 9 Y � y 5,5 N 9 Y p 9• � 5:' �ti B. Source Quality Control: Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation Report system components;five copies. ♦f ��� 1. General: Ship landscape materials with certificates of inspection required by governing No. 1. Maximum particle size, 3/4-inch,with maximum 3% retained on 1/4-inch screen. 3.3 PREPARATION FOR PLANTING LAWNS B. Shop Drawings: Submit shop drawings for underground irrigation system including 3.3 SLEEVING -VZf P_ ,g ,,Nti1- authorities. Comply with regulations applicable to landscape materials. Other components shall conform to the following limits: A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a plan layout and details illustrating location and type of head, type and size A. Sleeving installed by others. Coordinate with other trades. ##It►111111W► 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of pH 6.5 to 7.5 minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. C. Record Drawings: At completion of this work, submit to the Contractor: 3.4 TRENCHING AND BACKFILLING non-availability to Architect, with proposal for use of equivalent material. Soluble Salts 600 ppm maximum sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted 3.Analysis and Standards: Package standard products with manufacturer's certified analysis. For Silt 25-50% 1. Record Drawings; reproducible and five prints. A. Trenching and backfilling shall be per applicable ISPWC Section. Y 9 p Y promptly after preparation. other materials, provide analysis b recognized laboratory made in accordance with methods Clay 10-30% 2. Operations and Maintenance information (2 copies), including: B. Cut trenches straight and without abrupt grade changes to allow the following P Y Y g Y Y 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, established b the Association of Official Agriculture Chemists, wherever applicable. Sand 20-50% a. Information including descriptive details, parts list, specifications, minimum cover: Y 9 pp grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, 3. Contractor shall submit representative soil report on imported topsoil proposed for use for Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to maintenance schedules and procedures for system components. 1. Main Lines and Sleeving: 18 inches. genus, species, and variety shown and scheduled for work complying with recommendations and approval. Report shall meet standards below. Contractor is responsible for whatever soil create a transition layer and then place remainder of planting soil. Add specified soil amendments b. Operation, adjustment of system and components instructions. 2. PVC Laterals: 12 inches. requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, vigorous additives are recommended by the test. Compost will be in addition to other additives and as required and mix thoroughly into upper 4 inches of topsoil. c. Winterization procedures. C. Surround lines with 2 inches of clean rock-free material on all sides. stock, grown in recognized nursery in accordance with good horticultural practice and free of added regardless of test results. d. Schedule indicating required open valve time to produce given precipitation disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, abrasions, or 3.4 PREPARATION OF PLANTING BEDS amounts and seasonal adjustments. 3.5 MISCELLANEOUS VALVES disfigurement. C. Soil Testing e. Warranties and guarantees. A. Install maunal drain valves up stream. Install devise at mainline tap in accordance 9 9 A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar 5. Label at least one tree and one shrub of each variety with attached waterproof tag with legible 1. Soil tests are required for this project(see above for requirements). Test shall be provided as equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, with manufacturer requirements for complete operation. Install backflow provision designation of botanical and common name. follows: 1.4 GUARANTEE and connect to controller. JENSENBELTS 9 rubbish, and other extraneous matter. a. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock a. Provide certified analysis at time of sample submitted (three samples imported topsoil). B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and elevations A. Guarantee in writing all materials, equipment and workmanship furnished to be for uniform height and read. Amend soils per chemist's recommendations and as herein specified unless otherwise free of all defects of workmanship and materials. Within one year after date of 3.6 CIRCUIT VALVES ASSOCIATES 9 P P p shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost over entire A. Install in valve box, arranged for easy adjustment and removal. 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site before approved by Architect. plantingarea and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of total amount Substantial Completion repair or replace all defective parts or workmanship that 9 Y 1 planting, for compliance with requirements for genus, species, variety, size, and quality. Architect 2. Test shall include, but not limited to recommendations on chemical distributions, organic of planng soil required. Work into top of loosened subgrade to create a transition layer, then place may be found at no additional cost to Owner. 1. Provide union on downstream side. retains right to further inspect trees and shrubs for size and condition of balls and roots stems, contents, H factors, and sieve analysis as necessary. Test#1T b Western Laboratories B. Fill and repair all depressions and replace all necessary lawn and planting which 2. Install valve box on bricks-four required. Site Planning 9 p Y p Y rY• Y remainder of the planting soil. 3. Install to flush with finish grade.insects, injuries and latent defects, and to reject unsatisfactory or defective material at an time (1-800-658-3858 is re uired. result from the settlement of irrigation trenches for one year after date of p g Landscape Architecture 1 1 rY Y ) q C. Apply Pre-Emergent per manufacturer's recommendation. 4.Adjust automatic control valves to provide flow rate of rated operating P during progress of work. Remove rejected trees or shrubs immediately from project site. 3. Contractor is responsible for whatever soil additives are recommended by the soil testing Substantial Completion. 1 p laboratory. C. Supply all manufacturer's printed guarantees. pressure required for each sprinkler circuit. Ste 130 Y 3.5 PLANTING TREES AND SHRUBS 1509 Tyrell Lane, 1.4 SUBMITTALS 4. Contractor shall coordinate, obtain and a for all soil tests. 5. Connect decoders per Hunter specifications. pay A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in center Boise, Idaho 83706 A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Remove 1.5 QUALITY ASSURANCE Ph. (208) 343-7175 Sections. throughout one-year period after acceptance of work, at no cost to Owner. A. Contractor shall be licensed in the State in which this work is being performed. 3.7 PIPE INSTALLATION 9 Y p p burlap from sides of balls; retain on bottoms. When set, place additional backfill around base and A. La PVC pipe in accordance with standard and acceptable practice. Thrust B. Plant and Material Certifications: B. Contractor shall have at least two years prior experience in projects of equal Y pip p p www.jensenbelts.com sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. Place fertilizer J 1. Certificates of inspection as required b governmental authorities. 2.2 H ADJUSTERS or larger scope. Provide minimum of three references and list of similar blocks to be used at points of intersection and change of direction in main line p q Y 9 P tablets in excavated area per manufacture's written instructions. When excavation is approximately 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used 2/3 full, water roughly before placing remainder of backfill. Repeat watering until no more is absorbed. projects with owners' names, addresses, and phone numbers, when requested by pipe as per manufacturer's recommended specifications. Install manual drains. 3. Label data substantiating that plants, trees, shrubs and planting materials comply specified to adjust soil pH. Water again after placing final layer of backfill. Remove all ties from around base of trunk. Owner. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, requirements. C. Contractor shall employ on site at all times a foreman who is thoroughly wipe from surface all saw chips, dust, dirt, moisture and any foreign matter q B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides with an C. Mulch: Submit 1 gal bag of mulch sample for approval. 2.3 SOIL AMENDMENTS approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so as experienced and competent in all phases of the work of this Section. which may contaminate the cemented joint. Apply cleaner/primer and solvent A. Compost: Compost: "Cascade Compost"from Cloverdale Nurse 208 375-5262 and NuSoil cement, make joints in accordance with manufacturer's recommendations. Use p p p Nursery( ) not to damage root balls. 1.5 DELIVERY, STORAGE AND HANDLING Compost(208)629-6912 or approved equal in equal amounts by volume. C. Dish top of backfill to allow for mulching. 1.6 SYSTEM DESCRIPTION Teflon thread sealant(tape)at all threaded joints. A. Sod: Time deliveryso that sod will be laced within 24 hours after stripping. Protect soda against B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be A. Design requirements: C.Contractor shall size pipe according to schedule provided. Flow velocities shall p pp 9• 9 p D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top o o drying and breaking of rolled strips. free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, of backfill and finish level with adjacent finish grades. 1. Minimum water coverage: Planting areas-85/°, Lawn areas-100/° not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed B. Trees and Shrubs: Provide fresh) du trees and shrubs. Do not rune prior to deliver unless manufacturer, and content. Protect materials from deterioration during delivery and while stored at (full head-to-head) per zone to balance the pressure loss and provide minimum fluctuation in system Y 9 p p Y 9 rY 1. Provide 3 inches thickness of mulch. otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such manner as to site. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an 2. Layout system to obtain optimum coverage using manufacturer's standard operating pressures. damage bark, break branches, or destroy natural shape. Provide protective covering during 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release A riform Planting heads. Spray on walks, walls or paved areas is not acceptable. Pipe Size Pipe Section Pipe Size Pipe Section 9 Y p P 9 9 9 P 9 9 9 adequate film over trunks, branches, stems, twigs and foliage. 3/4" 0-9 GPM 1 1/2" 26-34 GPM delivery. Do not drop balled and burlapped stock during delivery. 5-gram tablets 20-10-5 type or equal. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune 3. Zoning shall be designed for optimum use of available pressure and efficient - C. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 applied at trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree distribution for types of plantings and shapes of planting areas. 1" 10 17 GPM 2" 51 50 GPM If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from the rate of ten pounds per acre. leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain 4. Design pressures: Install pressure regulating equipment it necessary. 1 1/4" 18-25 GPM 2 1/2" 51 80 GPM weather and mechanical damage, and keep roots moist b covering with mulch, burlap or other 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic Fertilizer 5. Provide/install approved fixed teen coupling device for air blow winterization. g p Y g p p g 9 natural character. Location shall be on main supply line downstream from main shut off valve. D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer Z Z acceptable means of retaining moisture. Milorganite (6-0-2)type or equal. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. ev y D. Do not remove container-grown stock from containers until planting time. C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or H. Guy and stake trees immediately after planting, as indicated. 6. Install approved backflow prevention device n conformance with local or of specified mulch. Lay r uniform grid pattern in grou apped tree around areas (rows 18"-2 allow E. Do not dropor dump materials from vehicles during delivery or handling. Avoid an damage to pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. g prevailing codes, and in approved site location. Provide for drainage apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow a p 9 rY 9• Y 9 pp q P 9 I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as necessary for tree removal if required. Staple drip line eve 36" max. Flush all lines with full head O rootballs during deliver, storage and handling. for elimination of weeds. without erosive damage. q p p every J 2.4 PLANT MATERIALS of water prior to installation of flush valves at end of circuit runs. � 1.6 JOB CONDITIONS A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for 3.6 SODDING NEW LAWNS E. Flush Valves: Install flush valve at end of each drip line run. 0. A. Utilities: Determine location of underground utilities and work in a manner which will avoid possible landscape work and complying with recommendations and requirements of ANSI Z60.1 "American A. General: Install lawn sod in all areas designated on the drawings. PART 2- PRODUCTS damage. Hand excavate, as required. Maintain grade stakes until removal is mutual) agreed upon Standard for Nurser Stock". g g 3.8 SPRINKLER HEADS 9 q 9 Y 9 P Y B. Soil Preparation 2.1 PIPE AND FITTINGS A. Flush circuit lines with full head of water prior to head installation. w by parties concerned. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, adverse configuration recommended b ANSI Z60.1 for e and species required. Single stem trees except A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, 1. Install heads at level with mulch or lawn. P 9 9 Y type p q 9 p depth of eight(8) inches by approved means, then finish graded as hereinbefore described. 2. Locate art-circle shrubbery heads to maintain a minimum distance of six � O 0. drainage conditions, or obstructions, notify Architect before planting. where special forms are shown or listed. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. schedule rating, size, type. Solvent-weld type: p rY C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition to C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of D. Sod Placement 1. Pipe: inches (6")from walls and four inches (4")from other boundaries unless Q X Q prior conditions at project completion. canes required by ANSI Z60.1 for type and height of shrub. 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod a. Pressure lines: Schedule 40 solvent weld. otherwise indicated. Keep overspray to a minimum. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions layers shall be experienced, or if inexperienced, shall be constantly supervised by an experienced b. Lateral lines: Class 200 pvc. M Q 1.7 SEQUENCING AND SCHEDULING indicate minimums read for spreading and semi-spreading type evergreens and height for other c. Sleeving: Class 200 pvc. 3.9 CONTROL WIRE INSTALLATION p p g p 9 Yp 9 9 foreman. The Contractor shall insure that the base immediately ahead of sod layer is moist. Sod A. Bur wires beside or below main line pipe in same trench. A. PlantingTime: Proceed with, and complete landscape work as rapidly as portions of site become types, such as lobe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal quality 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where Y pip p p p Y p YP 9 PYq Y shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod with long edges B. Provide 36 inch loop in wires at each valve where controls are connected and 10 co available,working within seasonal limitations for each kind of landscape work required. evergreens with well balanced form complying with requirements for other size relationships to the perpendicular to primary slope. required at valves, risers, etc. p o 1. Plant or install all )ant materials during normal planting seasons from 15 March to 15 primary dimension shown. 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic at 100' maximum intervals between. p 9 p 9 P rY 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. C. Make all electrical joints (splices) in boxes only. Make electrical joints Z November. Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade "polypipe" riser. 1 ( p ) s Y 1 ■ 2. Correlate planting with specified maintenance periods to provide maintenance from date of 2.5 GRASS MATERIALS 4. Solvent: NSF approved solvent for Type I & II PVC. waterproof per Hunter requirements. O p g p p p or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks z� < substantial completion. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds and between pieces; remove excess to avoid smothering of adjacent grass. B. Polyethylene Pipe B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to undesirable native grasses. Provide only sod capable of growth and development when )anted 1. Pipe: Class 100, 3/4" lateral line,for use on drip irrigation zone(s)where 3.10 AUTOMATIC CONTROLLER g p g Y p g p p 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper contact A. Install on site as approved. Verify location with Owner Representative. W Z J planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs occurs (viable, not dormant). between soil and sod. Final rolling must provide a uniform surface. After final rolling, the sod lawn drip tubing c not otherwise used. le Y p Q after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting 1. Provide sod of uniform ad sizes with maximum 5% deviation in either length or width. Broken 2. Fittings: Schedule 80 PVC. B. Install typewritten legend inside controller door. Coordinate power with electrical. p p p y p g g p g p g shall be mowed and watered. Approval of sod lawns shall be based on uniform, healthy and C. Install controller per Hunter details and specifications. operations. pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their vigorous growth with no dry or dead spots. C. Clamps: Stainless Steel. p 0 ir 1-- own weight when suspended vertically with a firm grasp on upper 10%of pad will be rejected. 4. Add fertilizer"B"at the manufacturer's recommended application rate. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. Q W 1.8 SPECIAL PROJECT WARRANTY B. Provide sod composed of: Rhizomatous Tall Fescue RTF from the The Turf 3.11 TESTING p ( ) E. Water sod thoroughly with a fine spray immediately after planting. 2 SPRINKLER HEADS A. Do not allow or cause any work of this Section to be covered up or enclosed A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. Company, Meridian, ID (208)888-3760 or approved equal. F. Sodded Lawn Establishment 2. � J B. Warrant trees and shrubs, for period of one year after date of substantial completion, against A. Description:Appropriate for application in throw, pressure and discharge. Each until it has been inspected and tested. Y p Y p 9 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod defects including death and unsatisfactory growth, except for defects resulting from neglect by 2.6 MISCELLANEOUS LANDSCAPE MATERIALS lawn areas until Final Acceptance of the project. type of head shall be of a single manufacturer. B. Pressure testing: Owner, abuse or damage b others, or unusual phenomena or incidents beyond Landscape A.Anti-Desiccant: Emulsion type,film-forming agent designed to permit transpiration, but retard 1. Lawn heads: pop-up type. 1. Make necessary provision for thoroughly bleeding the line of air and debris. 9 Y p Y p YP 9 9 9 p p 2. Mowing shall be done by an approved reel type mower. Mower blades shall be set at two (2) testing,Installer's control. excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and mix inches high for all mowings. B. Manufacturer: Rainbird or Hunter. 2. Before 9 cap all risers, and install all valves. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warrant in accordance with manufacturer's instructions. 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply J p p Y g y 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the 2.3 AUTOMATIC CONTROL SYSTEM and test for leakage. Test shall be approved if no greater than 5 psi loss period. Make replacements during growth season following end of warranty period. Replace trees B. Mulch: Mulch for planting beds shall be Premium Ground Cover(blend of Cascade Compost and Manufacturer's recommended application rate. Verify all methods of application. Contractor shall W Q and shrubs which are in doubtful condition at end of warrant period; unless, in opinion of Architect, Black Lava Fines from Cloverdale Nurser 208-375-5262 , consistent in appearance, and shall A. General; Furnish Hunter ACC-99D-PP controller with plastic pedestal. occurs in 15 minutes. Y p p ) Y( ) pP notify the Architect in writing that the fertilizer applications have occurred and on what dates. B. Wiring: Hunter ID2 12 AWG Heavy-Duty Dut Decoder Cable 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. it is advisable to extend warranty period for a full growing season. contain no toxic substance detrimental to plant life. g� Y- Y C. Mulch inside Dog Park Area to be 3/4"dark color PermaBark. 3.7 MAINTENANCE C. Decoder: Hunter ICD Decoders 1,2A and 6 station as necessary. Inspect for leakage. D. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or 5. Contractor shall provide all required testing equipment and personnel. Test LL Y A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project redwood,free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, Final Acceptance. 2.4 VALVING shall be performed in presence of Architect. Contractor shall make notice liable galvanized iron wire, not lighter than 12 a.with zinc-coated turnbuckles. Provide not less A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, of test(48) hours in advance. P g g 9 B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy 6. Provide required testing equipment and personnel. than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and threaded connection with cross type handle designed to receive operating key. q gP and size to protect tree trunks from damage b wires. B. Automatic circuit valves: high impact plastic with corrosion-resistant internal 7. Repair leaks, and retest until acceptance by the Architect. p 9 Y shrubs to proper grades or vertical position free required. Restore or replace damaged wrappings. parts. Low power solenoid control, normally closed, with manual flow C. Coverage inspection: upon completion of all systems, perform a coverage test Spray as required to keep trees and shrubs free of insects and disease. adjustment. to determine if coverage of water afforded all areas is complete, adequate and C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations such as 1. Standard sprinkler valve for spray shall be Rainbird PEB-PRS-D. Use scrubber uniform. Change heads, nozzles, orifices and/or adjustment as directed to tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. valve if not connected to potable water. provide uniform coverage. 2. Drip Control Zone Kit: Hunter PCZ-101. D. Final inspection: D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable C. Quick coupler valve: brass or bronze construction with hinged top. 1. Clean, adjust, and balance all systems. Verify that: Job Number 1953 lawn. a. Remote control valves are properly balanced; D. Manual drain valves: p p Y 3.8 CLEANUP AND PROTECTION 1. Bronze construction, straight type, 150 pound class, threaded connections, b. Heads are properly adjusted for radius and arc of coverage; A. During landscape work, keep pavements clean and work area in an orderly condition. with cross type operating handle designed to receive operating key. Calco, c. The installed system is workable, clean and efficient. B. Protect landscape work and materials from damage due to landscape operations, operations by other Champion 100, or approved equal. E. Winterization: Winterize system at the end of first season of system operation. Drawn Checked Review procedures with Owner Representative. contractors and trades, and trespassers. Maintain protection during installation and maintenance 2. Size: 3/4 inch. pJJN KCS periods. Treat, repair, or replace damaged landscape work as directed. E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). Scale AS SHOWN 3.9 INSPECTION AND ACCEPTANCE G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. END OF SECTION A. When landscape work is completed, including maintenance,Architect will, upon request, make an H. Air Relief Valve: Netafim Model TLAVRV, Sheet Title inspection to determine acceptability. 2.5 MISCELLANEOUS B. When inspected landscape work does not comply with requirements, replace rejected work and LANDSCAPE A. Chemicals: primer and solvent glue as required by pipe manufacturer. continue specified maintenance until reinspected by Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. B. Valve box- high impact plastic, green in color. C.Valve cover and frame-compatible with valve box with provision for locking. SPECIFICATIONS END OF SECTION D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. D��ELOPER Sheet Number DEVCO LLC. JIM CONGER 4824 W. FAIRVIEW AVE BOISE, IDAHO 83706 L4 (208) 336-5355 5 of 5 Sheets DEVCOLL, REAL ESTATE DEVELOPMENT Private Streets A private street application is being requested with this East Ridge Phase 2 Final Plat Application and the future Phase 3 of the Village, as one was not applied for in Phase 1 due to the fact that there are no common drives in Phase 1. Maintenance and repair of the private street will be provided by the Homeowners Association. An account will be created with the CCR's to accumulate funds for future repairs and maintenance of the private street. The developer has set up several of these in the past for other developments and understands the financial obligation and structure that needs to be placed in the CCR's. 4824 W. Fairview Ave. • Boise, Idaho • 83706 208.336.5355 DEVCOLL, REAL ESTATE DEVELDIRIVIENT January 5, 2021 Planning Division City of Meridian 33 E. Broadway Ave., Suite 102 Meridian, Idaho 83642 RE: Impressive East Ridge 2 Final Plat Application Attached for your review and favorable consideration is the Final Plat application for the Impressive East Ridge 2 Subdivision. This phase of construction consists of 38 residential, 1 Private Street, 2 Common Drive lots and 6 common lots on approximately 7.91 acres of land in the R-15 zone. 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. Annexation Application: Approved Applications: AZ, PP—H-2017-0129 On behalf of the applicant, DevCo Development respectfully requests approval of this final plat. This project will provide quality and desirable housing opportunities for Meridian residents. Thank you for your assistance with this matter, should you have any questions or require additional information please contact Laren Bailey at 208.336.5355. Sincerely, Laren Bailey 4824 W. Fairview Ave. • Boise, Idaho • 83706 208.336.5355 DEVCO,,, REAL ESTATE DEVELOPMENT East Ridge Residential Community— Narrative SUMMARY OF APPLICATIONS • Final Plat • Private Street Application Protect Description East Ridge Estates is located in south Meridian and fronts East Lake Hazel Road just west of the South Eagle and Lake Hazel Road intersection. As you can see below;this community will be a positive addition of product mixes to this growing area. Location Map --------------- WrIdeBark 711 y Mesa V YLL'l�l,y�-yy LI 8{- TS hHM's.Century East Ridge community is a 139-residential home-site planned development on forty acres on East Lake Hazel Road in South Meridian. The Community will consist of two product types; the Estate Home-sites on the Rim that will consist of 17,000 to 37,000 square foot home-sites and The Village that will be an age targeted neighborhood for the mature homeowner. The Village homes are structured as maintenance free which is inclusive of all maintenance and is managed by the homeowner's association. The traffic generated from The Village is less than 60%of a typical single-family home. January 5, 2021 2 1 P a g e East Ridge 2 Narrative DevCo LLC DEVC0. REAL ESTATE DEVELOPMENT RESIDENTIAL DESIGN East Ridge Estates Phase 2 will consist of 38 senior living homes that will be located inside the gated Village portion of the development. Overall Development: • The Development Agreement restricts the total number of residential homes to 96 lots for the Village housing and 41 homes for the Estate Lots. • Zoning isR—4 for the Estate Lots and R—15 for the Village housing. • Lake Hazel landscape to incorporate 4 to 6-foot-tall berms. A majority (80%) of the berm will be the requested 6 foot tall. (Completed) • Phase 1 will include the connection to Lake Hazel Road as required by City Council. (Completed) • Construction access will be from Lake Hazel Road. (Completed) • The neighborhood park will consist of park amenities and the park was relocated towards Black Rock neighbors per the direction of the coalition and neighbors. (Completed) • Domestic Water will be looped to E. Cyanite Drive which will improve current domestic water quality for existing homeowners on City Services. (Completed) Village Homes Area—This first phase of the gated and age targeted neighborhood is on 7.91 acres and will have 38 senior living homes that will provide for a diversity of housing types in the area and near the new city park. HOUSING STYLES G1�ID�ALE,i4'' 00 January 5, 2021 3 1 P a g e East Ridge 2 Narrative DevCo LLC DEVCO,,, REAL ESTATE DEVELOPMENT HOUSING STYLES CFI=V �.y 9Ps sa,T N- W, Z- LEM- DA ter-- 1Mn¢RwrtY -- 4^*+yh -�TA4L >�nnY Modification—Lot Layout Adiustments A Development Agreement Modification was requested and approved on 11/4/2020. Part of the DA Modification was to change the lot type, setbacks, common driveways, and orientation of some of the lots. The number of lots has not changed from the preliminary plat to the final plat.The lot sizes have been decreased slightly due to the removal of the common driveways that were a part of the lot and most lots have been reconfigured along private streets.The following table illustrates the minor changes in lot sizes and open space: Old New Min. Lot Size 4,980 SF 4,718 SF Average Lot Size 5,876 SF 5,406 SF The common drives, in the original layout for the Village, average 560 SF per lot which is why the average lot size is smaller.That space is now in the private streets, so it is no longer a part of the lot.The home sizes have not changed. January 5, 2021 4 1 P a g e East Ridge 2 Narrative DevCo LLC DEVCO,,, REAL ESTATE DEVELOPMENT The following is a breakdown of the old and new open space numbers: Phase 2&3 Old New R-15 Site Area 17.65 16.60 Open Space Area 1.92 1.71 Open Space% 10.9% 10.3% Total Proiect Total Site Area 40.99 40.99 Total Open Space 4.32 4.36 Total Open Space % 10.5% 10.6% Even though the open space in phase 2 & 3 has been reduced slightly,the open space for the overall development has increased slightly. DA Modification—Amenity Update The Development Agreement Modification included a request to remove the clubhouse from the required amenities. This request was approved as part of the DA Modification on 11/4/2020. Due to the COVID-19 outbreak and social distancing protocols, potential buyers are no longer interested in indoor gathering areas. The modification is to replace the clubhouse with a dog park, outdoor ramada (shade structure), a water feature, and a large open park area. its ax az a o n za zr ze zs x, xs 30, —— r - " e s.weirwvnro / - S 3 4 S E January 5, 2021 5 P a g e East Ridge 2 Narrative DevCo LLC DEVCOM REAL ESTATE DEVELOPMENT Private Streets Application A private street application is being requested with this final plat application and the future phase 3 of the Village, as one was not applied for in phase one since there are no common drives in phase 1. Maintenance and repair of the private street will be provided by the Homeowners Association. An account will be created with the CCR's to accumulate funds for future repairs and maintenance of the private street. The developer has set up several of these in the past for other developments and understands the financial obligation and structure that needs to be placed in the CCR's. Regional Amenities In addition to the onsite project amenities, residents can take advantage of the new Discovery Regional Park. The park, which construction on Phase 1 was just completed, will be located on approximately 77 acres of land directly across the East Ridge neighborhood on East Lake Hazel Road. Our residents will be able to take advantage of the parks many features and amenities. Discovery Regional Park PJ . - ice.• manl.F CONCLUSION DevCo is respectfully requesting approval of the Final Plat for this spectacular new community located in South Meridian. This project will provide a quality mix of products and desirable homes at allowable densities while maintaining compatibility with Meridian City Codes as well as the surrounding properties. Thank you. January 5, 2021 6 1 P a g e East Ridge 2 Narrative DevCo LLC N PRELIMINARY PLAT FOR SHEET INDEX LEGEND S\oNALLi F m PP1 .0 PRELIMINARY PLAT DEVELOPER LL �GENSFO EAST R I D G E SUBDIVISION PP 1 .1 LOT DIMENSIONS - - SUBDIVISION BOUNDARY JIM CONGER E.TACONIC DRIVE 'ram PP2.0 CONCEPTUAL ENGINEERING PLAN PUBLIC RIGHT-OF-WAY DEVCO LLC 16970 THE SW 1 /4 OF THE SE 1 /4 OF SECTION 33 PP2.1 PRELIMINARY SEWER PROFILES 4824 W. FAIRVIEW AVE. 11 970 r - ROAD CENTERLINE BOISE, ID 83706 PP2.2 PRELIMINARY SEWER PROFILES �Ai T P P v 0 50 100 200 300 TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M. - - - - - - - - - - - BUILDING SETBACK/EASEMENT LINE (208) 336-5355674 0 C) FpF0 P� MERIDIAN, I DAHO PROPOSED LOT LINE tiNE M.G� cn SCALE: 1" = 100' 2 1 PROPOSED ZERO LOT LINE CIVIL ENGINEER � J PROPOSED ZONING BOUNDARY W PROPOSED PHASE BOUNDARY CORINNE GRAHAM, PE Y CIVIL SITE WORKS LLC 0 1 LOT NUMBER 804 W. RICHMOND STREET 3 \ BOISE, ID 83706 LLJ (208) 946-3874 cn \ O J I I 1 E. LAKE HAZEL ROAD ��il SURVEYOR J - - - I- - - - - - - - - - - - ~ I� z I I CARL PORTER, PLS SAWTOOTH LAND SURVEYING LLC I� ccnn I I 1'1 PHPSE 1 203EMMETT, IDIN836N7AVE. N VICINITY MAP Qo�� I I I 16 (208) 398-8104 SCALE: 1'=1000 1 0 I 23 22 21 20 19 18 17 I ---- 0 3 2 1 1 H 1 BLOCK 1 804 W. RICHMOND STREET Q I BLOCK 1 BOISE, ID 83706 N I U I 15 BLOCK 3 Ph: (208) 946-3874 I u i X I - , \ 1 1 1 - - - - - - - - - I NOTES LOT SUMMARY LLJ / _ 1. LOT 1 BLOCK 1 AND LOTS 14, 15, 19, 49-52 AND 92 \ - - - - - NUMBER AREA AC 0 I -� E HUNTLY D� - � � - � \ BLOCK 2 ARE COMMON LOTS TO BE OWNED AND MAINTAINED = I - - - - - - BY THE EASTRIDGE ESTATES HOMEOWNERS ASSOCIATION. a - - - - - - - - - - _ - _ \ R-4 ZONE 23.34 0 - - - - - - - - - - - 2. LOTS 15 AND 19 BLOCK 2 ARE PRIVATE ROADS TO SERVE AS cf) - - - - - - - - - - / 14 INGRESS/EGRESS AND EMERGENCY ACCESS FOR LOTS 20-120 SINGLE FAMILY RESIDENTIAL 41 17.60 w - - - - I I BLOCK 2. COMMON LOTS 2 1.52 CD z I PUBLIC RIGHT-OF-WAY o 0 I I 13 12 11 10 9 8 i I I (LAKE HAZEL ROAD) N/A 1.53 g 15 14 R � I I I PUBLIC RIGHT-OF-WAY N/A 2.56 18 17 16 w D 0 Oct GLE P P I 13 a_ O BLOCK 2 25`N I m PRIVATE DRIVE 1 0.13 z BLOCK 2 ; I 7 US ' z p I R-15 ZONE 17.65 a I m i I SINGLE FAMILY RESIDENTIAL 96 13.78 u w w r z 7 1 I I D I 12 COMMON LOTS 5 1.92 0 z 85 86 89 90 J 20 23 24 27 28 31 32 35 36 PHASE I v I Q � r F -1 r r I I PRIVATE DRIVE 1 1.95 z 1 I I I Q I m l TOTAL 146 40.99 00 I BLOCK 2 I I u 6 BLOCK 2 I I I 0 I 84 i 1 87 88 1 1 91 W 21 22 I 25 26 29 30 33 34 37 I I I 11 I o I I I I I I I SITE DATA z I w o I- - -E GISBORNE LANE (PRIVATE) 5 I SITE AREA = 40.99 ACRES cr 12 83 I I 0 19 I I I I I 38 I 1 CURRENT LAND USE ZONE: RUT DESIGNED: C. GRAHAM 104 103 102 I 199 98 1 1 95 94 1 I I I 10 PROPOSED LAND USE ZONE: R-4 AND R-15LIF DRAWN: C. GRAHAM 82 I I I I I Lu I I I I CHECKED: C. GRAHAM � 1 PHPSE 2 j 4 I I APPROVED: C. GRAHAM 1 1 I I 40 39 I I R-4 ZONE SETBACKS 80 105 106 I BLOCKI zo > 101 I 1 100 97 L J 96 93 a I FRONT SETBACK 20 FEET PHPSE a - - - - J I I z u 81 3 PREPARED FOR: BLOCK 2 I 9 Q I SIDE SETBACK 5 FEET 79 z 108 107 1 1 N - 41 - 42 3 I I I REAR SETBACK 15 FEET (45 FEET NORTH AND EAST) DEVCO LLC Q PSE2 JIM CONGER 1 78Lu w 117 I I 118 - - PH J I I LANDSCAPE BUFFER (E. LAKE HAZEL ROAD) 25 FEET 4824 W FAIRVIEW AVE r J - - - p BLOCK 2 I I BLOCK 2 v1 44 43 z L - 76 109 110 I I I s BOISE, ID 83706 2 I I R-15 ZONE SETBACKS BLOCK2 U � 92 J 77 UQ J I I BLOCK I I FRONT SETBACK 10 FEET 116 I 1119 45 46 � 75 � 1 12 1 1 1 INTERIOR SETBACK 0 FEET/3 FEET � 1 74 PHPSE 3 %N S�NG� - - - - - J 1 / / 7 I BOUNDARY SETBACK 12 FEET (20 FEET WEST) 1 48 47 // LANDSCAPE BUFFER (E. LAKE HAZEL ROAD) 25 FEET 113 114 115 i i 120 �F6� 50 - _ _ - � � / I Z j 73 'Q�L'QTy9 _49 - - - - / 1 AREA CALCULATIONS (R-4 ZONE) O - -E BERGHAN LANE (PRIVATE) MINIMUM LOT SIZE 10,987 SF z O 51 tic I 6 I AVERAGE LOT SIZE 19,585 SF Q L 72 I 1 69 68 1 1 65 64 1 1 61 60 1 157 56 I / - / I 53 / / // RESIDENTIAL DENSITY (GROSS) 1.76 DU/AC = Q 0 Of I I / COMMON LOT AREA 1.52 AC M Lu BLOCK 2 I I I I / I 2 4 5 PLANTER STRIP AREA 0.88 AC W G L � LJ LJ LJ 3 DC I 71 70 67 66 63 62 59 58 55 54 I TOTAL OPEN SPACE 2.40 AC (10.3%) BLOCK 1 1CA Q 7 z AREA CALCULATIONS (R-15 ZONE) W O L Lij 52 1 1 1 o' MINIMUM LOT SIZE 4,980 SF V J z E. LAKE HAZEL ROAD AVERAGE LOT SIZE 5,876 SF N W cn_ - - - - - - - - - - - - - - - - - - - RESIDENTIAL DENSITY (GROSS) 5.44 DU/AC Q OPEN SPACE AREA 1.92 AC (10.9%) LL.I Y Q Qo� Q J 0 R/W R/W R/W R/W fl' fl' Lu 14' ACHD SIDEWALK 52.00' RIGHT-OF-WAY 14' ACHD SIDEWALK 14' ACHD SIDEWALK 35.00' RIGHT-OF-WAY 14' ACHD SIDEWALK 25.00' �_ EASEMENT EASEMENT EASEMENT EASEMENT cn 5' 8' 21.00' 8' 21.00' 8' 5' 5' 8' 16.50' 16.50' 8' 12.50' 12.50' 5' J SIDEWALK PLANTER PLANTER SIDEWALK SIDEWALK PLANTER PLANTER SIDEWALK 6" VERTICAL 6" VERTICAL 3" ROLLED CURB AND CURB 6" VERTICAL C) GUTTER AND PILL CURB AND CURB AND I I GUTTER TYP GUTTER TYP. I GUTTER TYP. O N a a o a CSW PROJECT N0. 17017 a a a a a DRAWING DATE 1 1/1 3/2 O l 7 O' STREET SECTION AT ENTRANCE 33' TYPICAL STREET SECTION 2 25' PRIVATE STREET SECTION 3 O SCALE: NOT TO SCALE PP1 .0 SCALE: NOT TO SCALE PP1 .0 SCALE: NOT TO SCALE PP1 .0 Ppi ■ O N �55,orwt ~ �` �.\GENSF4 oZL 0 < <Q< �m C �0 16970 gm �m 11-13-17 cn In 0 z C'O,Q7 9TF OFOf j a o¢ 0 40 80 160 240 m= fe m N o 0 o: oz 0z Lo S89'51'49"E 1329.90' SCALE: 1" = 80' N 108.67' 90.00' 107.50' I T 127.50' 100.00' 100.00' 100.00' 100.00' 100.00' 100.00' 261.22' 0E- - - - - - - - - - - - - - - - I > � - - - - - 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w of c I LOTS 1-3 BLOCK 3 1 H 14.00' SIDEWALK BLOCK 1 I I O DEED RESTRICTED TO I z EASEMENT TYP. j I SINGLE STORY HOMES I } I 36726 SF 16 I 1 U U I n 0 0 i J 1� I_ w ml 0 0 20 0 19 6 Z 17 o' 00 1 n 1 23 22 N 23216 SF N 22203 SF N 22353 SF N 23025 SF N 23690 SF N °"' 3 I N 1 `"I 32526 SF N 24372 SF I N O I N 25990 SF co 25622 SF 29365 SF ;1 ! mo , � I 1 3R.00' 1 m cn BLOCK 1 15 1 ---- ' /W -4 0 26700 SFLLJ 146.73 64' 24.09' 76.19' 18.20' 82.02' 100.24' - _ _10.28� / 59.42' R=49.00' 1 I 100. 804 W. RICHMOND STREET 100.64' R=500' \ _ E HUNTLY DRIVE R=49.00' / y� �X 107.04' A �_ �� -' _ - 4.21' his 142.00' BOISE, ID 83706 w 11.45' I I 12.29' _ _ 91 22' rV - 0 59.47' - 28.54' _ _ 84.20' 286.26' C` \ a? I I Ph: (208) 946-3874 0_ 32.58' 34.39' - 373.28' g4.54' 24�80_ 55.62' _ _ _ - 84.20' asp h 0 I X 16.15' -� - - - _62.23' _ 4) ?d`. 01 W _ 11.87' R=30� 158.21' 253.35' _ �y 14 1 0 132.68' L=34.60' 35.22' _ - - 0 O _ 100.64'_ _ - y� 17707 SF I _ - - 111.96' 36.62'_32.94' 14.67' 1 M W NI � - - - - 20.73' - iO 0 I 1 191.41' 1 BLOCK 2 o m 9 8 ~ 0 13 0 17620 SF N 17601 SF tOo 10 14862 SF 16141 SF l 14 rn 16893 SF N N 17117 SF to, 01 01 0 co Iq 16 rmi 1 5 45835 SF m Z is 18 0 17 uN� 15817 SF cr 5804 SF tO COMMON I o f 1 3 I o 0 � 16480 SF a 13361 SF COMMON 1 0 18831 SF 1 0 m -1 LOTS 16-18 BLOCK 2 DEED I BLOCK 2 1 0 1 I 20.00' BUILDING SETBACK �-- 45.00' BUILDING SETBACK ALONG � RESTRICTED TO SINGLE STORY HOMES 84.00' 100.51' X ALONG WEST BOUNDARY 21,00' I NORTH AND EAST BOUNDARY O 11.37' 1 A 185.21' 1 z I 112.32' 90.00' 100.00' 35.00' 251.74' 84.00' 84.00' 84.00' 84.00' o D 1 O U W 90.05' 66.00' 66.00' 90.26' 64.10' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 73.00' 1 25.00' 0 7 1 M A 0I 1 o u O 01 U Lo ul Lo to to L to � 0 u0i 14992 SF 1 a0 ^' o f 18211 SF 1 p 85 �; 86 89 90 1 20 23 24 27 28 31 32 vi 35 0 36 (10 L "i ui vi vi ui t6 ui t to 00 00 Lo ILLi Z 0o 7709 SF 5643 SF 00 5643 SF 00 7718 SF 00 00 5481 SF 00 5643 SF 00 5643 SF m 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF 5643 SF 6242 SF 00 178.12' 1 N I I z BLOCK 2 I w a o 1 1 1 179.01' 90.26' 66.00' 66.00' 90.26' w 64.10' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 73.00' 1- 0 a Lo 15176i sF 1 I BLOCK 1 Z 84 co c(o ' 0 a 34 L0 voi O r. 87 '4i 88 91 21 '4i 22 �, 25 �; 26 �, 29 �; 30 '4i 33 L �; 37 � 11 0 Q N ^ 6882 SF 5617 SF 00 5643 SF 00 7583 SF QI 5347 SF 00 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF 00 5311 SF 4980 SF ro 6242 SF m 183.10' 1 rn1 17591 SF o �p z c� 10.81' 76, 66.00' � I I �`! LL- 60.55' 66.00' 65.26' 3°' 39.10, 66.00' 66.00' 66.00' 66.00' 66.00' 66' e w u i I N 5.47' 1 1* 0C 90.45' o p M 91.32' 388.10' _ _ 73.00' M 0 0 /k0�� E GISBORNE LANE(PRIVATE) �'p�x 5 1 1N I 172.83 1 DESIGNED: C. GRAHAM W 1^ 83 /o0L 0' 58.00' 85.50' 66.00' 66.00' 66.00' 66.00' 66.00' G���p. o Lo 00 15530 SF I Lo 00 1 I ?� O ^ 1 6837 SF C ;� �`.L "= o' 38 O1 I Lo '� II 00 1 I 1 DRAWN: C. GRAHAM W 96.07' 19 Lo ro 6348 SF 00 184.85' J 0o O N M M o 0 0 0 0 0 1 10 I 0 CHECKED: C. GRAHAM CO 104 ui 103 � LQ 102 Lq 99 � 98 � 95 Lq 94 � w 17325 SF oLd O O Oo 6277 SF ^ 6439 SF ^ LO 'n vi to U) to H 3.42' I I is 00 5643 SF m 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF 00 ; 73.00' BLOCK 2 N APPROVED: C. GRAHAM Z Z 82 85.50' 85.50' 33.42' d 85.50' 85.50' 0 1 n CN 1 I O O_ 6875 SF 85.50' 66.00' 66.00' 66.00' 66.00, 66.00' Lu o 4 I0 I I U) � I N N I 1 z 40 39 4 m 15305 SF 1 m I 1 175.66' 1 96.25' 0 80 w o 105 106 0 -j 5472 SF 0 5472 SF fO 35.00' 1 I PREPARED FOR: 0O 1 0 5867 SF cO m 5643 SF 0 5643 SF '�° Lo 0 0 i0� coo � 179.53' RAW 1 1 1 DEVCO LLC 0 101 0 100 0 97 0 96 o 93 0 W N o w 0 81 0 85.50' d 85.50' 85.50' 00 5313 SF a0 5313 SF 00 5313 SF 00 5313 SF 00 5313 SF m 0 85.50' 85.50' 1 I a 1 9 I o J I M CONGER w o 17870 SF 6165 SF CD a ss.00' ss.00' ss.00' ss.00' ss.00' N 41 42 0 3 I� �1 I 4824 W FAIRVIEW AVE Z 96.40' 0 0 o 0 0 5472 SF 0 5472 SF coo I°vo ^I 1 I B O I S E, I D 83706 Q 79 o w „i 108 „� 107 14856 SF 0 5643 SF 0 1Q 0 5387 SF t0 5386 SF 0 1 I N N 181.74' 1 Lj 1 00 85.50' p 85.50' 85.50' 174.19' I 1-- 14.00' SIDEWALK 1 0o cNo J 85.50' 85.50' N 0 25.00' 0 J 78 v o l 17 0 1 18 o BLOCK 2 M to 0 1 I EASEMENT TYP. I 1 J 1 6175 SF m r) Q m 5313 SF m 5313 SF 00 M 44 0 43 0 0 0 Y 96.56' 0 0 0 109 0 1 10 ry 5516 SF 5472 SF 0 I^ oN 1 8 1 00 O 76 0 K) � 0 66.00' 66.00' M o 2 1 01 18478 SF I o to 5643 SF co 5387 SF 5386 SF v 14408 SF � 0 85.50' m 85.50' 85.50' 51294 SF �� i� 89.80' 85.50' 0 1 m 1 I 1 W 77 H o 6185 SF cm 1 0 0 0 COMMON rn o 0 168.86, 1 0 '�' 1 16 "' 1 19 u? a^ 4 5 0 46 0 96.72' 0 0 0 0 0 o co co in I 187.81' "00 0 0 0 to1 12 0 1 1 1 0? 00 5313 SF ro 5313 SF ao J� 6622 SF CD 5643 SF o 1 0 1 1 O co 54725 SF 4 CO 5643 SF 0 5643 SF 0 OS Ss' 85.50' N M 1 U 1- tO 66.00' 66.00' °j O I I I o 1 L� 74 0 85.50' 85.50' q� 88.59' o O 0 6195 SF cm 85.50' / �p M "2 of 16763 SF "�� 193 8 SF 1 Z 0 Q 96.87' N iv iv �"o. 48 ^ 47 M /oc1 11.21' 1Ld M M `_° Ln 1 1 5 cO 120 tO 0`L 7937 SF 6253 SF ^ / �10 h I �_ Lo O- 6277 SF ^ 6439 SF u 00 5387 SF m 5387 SF m ti0 F 4638 SF - �y 17 57 1 7 O t 59.45' 85.50' y O rn � /,off F,Q COMMON o�` � � 9g,47' �. 1 197.65' 1 W O 1 On 73 0 < 58.00' 85.50' 66.00' 66.00' j �/i9 CiS,9 ypc 49_ - � 1 5 W rl 7046 SF cO �'? 336.28' R�/�7 TF \ �3012 SF 13.6� rn II I m G (� = 2 ALONG BUILDING SETBACK 1 - - J ` / R=97.00' hi 45.00' BUILDING SETBACK ALONG Z � ALONG WEST BOUNDARY --� ; 14.58' E BERGHAN LANE(PRIVATE) � 2.1�6 '9iy�,�oo COMMON 19.42' 40.53 9 51 00 - / 1 NORTH AND EAST BOUNDARY Q LJJ(n 51.95' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 26.34' sr 83.00' RA. 4243 SF 22.83' 6 I - Q COMMON ^j 18.01"- O / 38.57' �� / 29075 SF Z o 0 0 0 0 0 0 00 �O 19 136.76 j 1 ■ , J O _ w 0 69 tq 68 m 65 tq 64 � 61 Lq 60 � 57 L 56 N �� o W Lq 72 cri ui cn cn vi Lo rn 5 3 / \ / °o °0 5614 SF 00 5643 SF ao 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF 00 5737 SF �� / 7' 407fi i I 'n [ ' J 0_ 1 6772 SF 7743 SF c2 v / 104.2 50.79'_ - I N Z BLOCK 2 4 � �/ ro'�^o o i o BLOCK 1 1 N � W 83.20' 66.00' 66.00, 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 96.03' / O ;h 2�06 1 1 N O 2 � mom N 4 0 5 0 0 0 0 0 0 0 0 0 o o I 0 13185 SF Lo 3 10987 SF 24195 SF Lq 71 Lq 70 � 67 L, 66 Lq 63 L, 62 Lq 59 L, 58 � 55 � 54 "' 1 I �; 11507 SF 1 W U Lo ui m Lo cn Lo cn Lo u•> Lo Lo J 00 7122 SF 00 5643 SF ao 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF 00 5643 SF m 8211 SF 0D 1 52.00' I 0 N Y0_ 1 83.41' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 96•036.00' I R/yy 1 16.0 00.00' 90.00' 90.00, 258.08' 1 Q J O 25.00' 52 20554 SF I o I 1 20190 SF 1 �25.00' W 3 COMMON of COMMON W M � 723.50' 554.01' 07 E. LAKE HAZEL ROAD o J to o N89059'28"W 1329.49' o o ir a a N 0 0 0 0 CSW PROJECT NO. 1 701 7 uj ow 0w n c DRAWING DATE 1 1/1 3/201 7 0_ 0 ppi . 1 o n MHLLJ \�( �0��5�GENSF� 'YYl \ 16970 \ �, s� �o 11-73-17 OF IOP .ZP CONNECT TO EXISTING CONNECT TO EXISTING tiNE M.GAP N SANITARY SEWER WATER MAIN � � \ I 0 40 80 160 240 \ / I IRON FENCING ALONG NORTH BOUNDARY \ \ �� J / -PIRR- - - - -FJIRR� �- -PIRR - - -f'\IRR- - - -PIR�2�- -�- -PI F - - �I _ _ '- PIRR-- - -EC'- -PIRR-��G- =PIRR= =EG J / IV O IV - - / ) \ �271p \- _ - --EG- - - - =EG- - - - -E� - - - -EG - SCALE: 1" = 80' r ^ T — _ Y // / \\ �, 301 301 / O / SLOPE \\ \ III I \ \ \ \ \ SLOPE \ \ \ \ \ \ \\ \ SLOPE \ po . CL O I I vI LOTS ES BLOCK 3 is 0 1 \ \\ \\ \\ \ \\\\\ \\\ = \\\ \\ \\ \\ \\ - _ BLOCKI \ \ TO_ \\\\ �V > � DEED RESTRICTED TO w \ \ SINGLE STORY HOMES Z \ \ \ \ \ \ - _\ \\ - \ \\ \\ a J \ \ \ III o I } \ \ \ �� \ \ \ \ \ \ /- 2k\\ \ \ 0 \\1�\ \- - - -1$ \ \\ 17 '2710 \�6 \� � � _ �\ I II u :1 \ .�3 \ \ Ao \ $2 \ LEGEND �I 0 - i 2 1 i WII ao I \\ \ \ � _GI \ \\ \ ` � \ \ \\\\ \ \\ \\\ \ \\\ / ti I i1i 1 \ \ \ \ \ \ _ N_ I A •'I \\\ \ // / \ - �� � \ \\ \ \ _N� � \ \\ \ \ SUBDIVISION BOUNDARY ;f uj � I \ \ \ \ BLOCK 1 \ \ / \ \ \ \ \ - -o _ \ \ _ \\ \ \ y� \1\5 \ \ \ / PUBLIC RIGHT-OF-WAY 0_ BLOCK3 2 I. I \ \ � \ \ �\ \ \\ -272o . \ \ \ \ \ 25t\ \\ I ri - z \ r, \ \ \ \ \ \ \ _ _� -�\� �\ \ \ __ � __\ \ \\ \\ \\ \\\\\\ \ \ \ ROAD CENTERLINE --- w PP1.0 con \ \ \ \ \ \ / �� - - � _\ \\ \ R=20.00' R--48.00" \ � \ \ _ _ _ - - - -� = i�_� \ \ \ \ \ � \ I � - - - - - - BUILDING SETBACK LINE 0' I / I \ =- \ "-"-"--'--SSMH B-3 Ra \ \ \ \ \ \ a\ \ I I R=20.00_ - - .: - � � ,o m o \ / A8 \ \ \ \ a I R=2o.o0' I•: _ LOT LINE 804 W. RICHMOND STREET N I I R=20.00' - - B�N SEWER,LINE 'B' E HUNTLY DRIVE- \ �M m=M \� __ \ \ m BOISE, ID 83706 w - - - - - - / / - —=\e"SS \ \ \\ \\ \ I \ ZERO LOT LINE Ph: 208 946-3874 G - _ - _ SSMH B-4. \ \ \ �n \ / �+ = - \ \ \ - - ' 2j \ I\ \ \ \ \ W\ I PHASE BOUNDARY w �/ 8W A —m o SSMH A-1 - / ... /' _ - � _ \ � � \\� \ \\ \`3��\ , \ /� \ \ \ \0. u I / i® \ 14 \ LOT NUMBER SEWER LINE 'B' o °� o - - __• - o SSMH B-1 SSMH B-2 - \ \\ \ N \ \ \ \ O _ _ - - - - 1 \ \ \ \_ - d i - '_o \ \ 40 \ \ \ \I, \ R=20.0o, \ \ u( \ —SEWER LINE 'B'>— PROPOSED SEWER MAINLU _ - - - R=20.00' I w \ - \ H -\ \ \ \ \ \ \ \ \ \ \ Q - - - - - - - - \ \ \ \ \ \c \ \ \ \ I I\ \ z \ I I I� \ 8„W PROPOSED WATER MAIN o 9 \ \ \ \ \ w Ip 1 I I 12"GIRR> PROPOSED GRAVITY IRRIGATION MAIN BLOCK 2 a \ T 13 � a-2- _ 1 1 \ v - \\ \ \ \�\ I, \ \ \ \ \ \ \ I c� w / w \ \ 14 \\ \\ \\ \\ \\\ \ \ \ \ \ \ \ I G I I Qs PROPOSED SEWER MANHOLE 16 Z i \ \ \ \ \ \ \ \ m I \ \ \ \ \ \ III I , , , , , , , PROPOSED SEEPAGE BED z I 18 17 _j 1 \ \ \ \ \ I \ \ \ 1 I I I o I \ \ / BLOCK 2 �27 2>Sp - \ \ \ \ , , I LOTS 16-18 BLOCK 2 Iz \ \\ - - // 301 \\ 301 \\ \ \ \\ m` \ \ \ \ \ \ \ \ \ \ I II I 3030 g cn DEED RESTRICTED TO a I \ O I\ \ \ \ \ \ \ \ I - EXISTING MAJOR CONTOUR (10') Z Li I SINGLE STORY HOMES u / \ 301 - � \ \ \ \ A \ \ \ \ \ \ I - i3p28/ EXISTING MINOR CONTOUR (2') O I / \ SLOPE SLOPE 1 2jS� \\ ` \\ r I p cn w I co \ L \ \\ I I\ \ \\\ \\\ \\ \\ \\ \ al III I I cl \ \ 7 \\ ` \ � \ I \\\\ \ \\ \\1 2\ \ 1 I\o'\ IIII I I o \ / 85 86 89 90 wl 20 2\3 \ 24 27 28 31 32 -31i ui 36 I \ \ \ \ \ \ \ \ I I I I I I z Z / \ I I III \ III I \ _ w 1Z� \ \ \ \ III I Idi 3 / BLOCK 2 �, \ \ I' \m\ \ I 1 1 1 1 1 1 1 \ 2758 25.00' N \ \ II 1 -I :II I I I I I I I I\ I I I w o / B-B _ m 6\ l I I I I IIII BLOCK 1 zo �/ 84 87 88 91 I 21 22 25 26 29 30 33 34 37 I I 1 / // /yI UR�45.o0' J � I / :I/ / O _ �� SSMH A-2 8"W Lu R=10.00' PP1.0 SSMH D-8„SS> - E GISBORNE LANE(PRIVATE)- SEWER LINE 'C' - SSMH C-1 / 5 I I / / / / / / / / / I / DESIGNED: C. GRAHAM O o 00 \ ad I SSMH B-5 I 1/ / / / / / / / /0 � I //83 SSMH D-2 / SSMH C-2 �, � / p �r0 UU9 \\� _ N m w O � 38 � \. I I I m I / H- / I w // DRAWN: C. GRAHAM � \ 104 103 \ ¢ I I / / 1 10/ / \ CHECKED: C. GRAHAM �� 1 2 99 98 95 94 f 1 / I l d R=10.00' a j � w0 1 \\ \\ n / APPROVED: C. GRAHAM Z 82 \ Z R=10.00' / ~ / / / I I/ l 11 I I I l l I \ \ 0 / O \ PP1.o J 40 39 // // PREPARED FOR: D 8 105 106 w o I I w wI' / DEVCO LLC w wa 81 101 I 100 97 96 /// 93 ^ // / / s // / I I / JIM CONGER LLJu 25.00' N / / / / '{N.. I I I / / r o B-B 7 41 42 // /3 / /// I' //N/ III 4824 W FAIRVIEW AVE I BOISE, ID 83706 Q Q 79 i 108 107 / / J / /14.00' SIDEWALK/-,LI 35.00' J r.i I W I �/� 2B-OB I t33LF PVC i / R/W I I °- C9 O EASEMENT 14.00' SIDEIMALK� 78 ? � \ 1 1 7 118 / I / IEAsiMEN? Y 3 \ \ :/ / 3 44 43 / u 76 N 109 1 0 J % / PPl.0 / / / / / / 33.00, Z / � �'� SSMH C-3 // I �/ / / / / /l / 'B—B :I 1 / / // / � o / F- LL 77 a l /// / I I I. l I I \ / / / / Z j Z Lu Z cn p 116 119 / ��'` - c, 452�5� 46 / 1 I / / / g 0 Q - 75 w 112 111 �. /\�F, I I I I I I'll / / / W p c I R=,o.00' a / BLOCK 2 / ��� �ti� 110, // / I I I 1 I.l �/ z LA 74 w 1 / l I I / SSMH B-6 / / / / p O / / �' R\5o00' r`L / // //1 / / N / / / / //O �// �Q� V I h� _j ti�i0 48/ 47 / 1 / / 01� cu-c z//// „ o � I 1 1 3 1 14 1 1 5 / 120 %� 0J / 0 I / / / /' r/ / / / cc — u i 15 R=20.00' � Z � O i o I o oo - / / // p Q W W 73\ 5g N m SSMH C-4 - / / / / / W - 21 SSMH D-3 8"W / I r4 8"y1 — / / / / / / / V ^� M C W SSMH D-4 - SSMH D-5 _ /� 7 / / W G 7 _ SSMH C-5y / *5 BLOCK 1 L t� B\ / 5 / O z ~ E BERGHAN LANE(PRIVATE) op r�OFiPC _ R=20.00' 0 / / / I / / / / �� / Z v, R=, z 7 \\ G�G B-7 w \ Z 69 68 65 64 61 60 57 56 \53 ycA / / _ W O w oo z I 2 BLOCK 2 EG G / I) I I / / I I \ \ \\ 1 / //// /// / / / I N cn_ EG / I 8.00' I l 2 \ Nmo \ \\4 \ \ / 5 /r CL J 71 70 67 66 63 62 59 58 55 54 1 / I \ \\ \ 3 \ \ \ \\ \ / / Nrr�NG A �N / W W N / P21.0' I 121:0'� \ \\ DP�1-�Q y I1 \ I B-B B-B 0 \ \ \ _ I / 52 4-6' LANDSCAPE BERM AND 6'SOLID FENCING I 7 I 4-6' LANDSCAPE BERM AND 6'SOLID FENCING w \ \ \ \ \ \ N J T EP '- - - — EG EG EG I Tc"r� REF' FA EP EP TB EP EP E-P TOES— _ - O - - - - - - - - - - - - - - --- --- -- �� EPA CEP _ - - EP- - _ _E - - EP EP EP Q EP EP / �P -EP CP P EP EP P \ oi�0 � �j 1 E P \II I / \ \\ CSW PROJECT NO. 17017 _ � G\ I / \\ \\ II I GRAV�CTIRRIIGATIONINPIPE \ \ DRAWING DATE 11/13/2017 � \ I 1 I I 0 o II�. PP2 , 0 m E SF� 0 Ylr} o a_ 10' UTILITY 26.00' PRIVATE STREET LOT 10' UTILITY 970 EASEMENT EASEMENT 20.00' 5' LANDSCAPE BUFFER 7-14-20 v 25.00' BACK-TO-BACK I SEE PLAN n� �TF0F�OP��Q� 12" TYP. 2 1/2" ASPHALT PAVEMENT U I 2 1/2" ASPHALT PAVEMENT L I 2% 4" OF COMPACTED 3/4" I —� J CRUSHED AGGREGATE CURB AND GUTTER fn cn 2' BASE COURSE SEE NOTE. D ' B ' ° Qf O 2% 2% 8" THICK CONCRETE ����/� / c m a a a a a ° a a a ° RIBBON CURB (TYP.) 0) j_ ° 4 4 a4 a4 a a4 a4 4 4 10" OF COMPACTED 3/4" � C U O O O L. CRUSHED AGGREGATE r 1'n � °� BASE COURSE u LIJ F- 0 c 00 z \/\\r\\r \r\\/\\/ kD o COMMON DRIVE TYPICAL SECTION 5 "' " 'u 00 '^ � 14" OF COMPACTED 6" w w @j o wMINUS PIT RUN SUBBASE SCALE: NOT TO SCALE C7.0 M p E w M Q ro z COMPACTED SUBGRADE L- w °' r U V) NOTE c w a_ 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SD-701 ADJACENT TO ALL COMMON LOTS AND x LANDSCAPE AREAS. w 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SD-702 ADJACENT TO ALL RESIDENTIAL LOTS. O w o PRIVATE STREET TYPICAL SECTION I w SCALE: NOT TO SCALE C�-o z c� O o U uj J O z O U I Z a M :2 2 1/2" OF SP-3, 0.50 INCH U) (1/2") MIX, PG 58-28 w o w N z z cn w = 3' CONCRETE VALLEY GUTTER J w a a a a a a Q O ASPHALT PARKING U z ( 4" OF COMPACTED 3/4" = ASPHALT 0 4 a4 a4 a4 a4� ` CRUSHED AGGREGATE ROADWAY BASE COURSE oLu G � � � � � l ° ° ° D D D$ D• D ° D o D• • D• D • ° ° ° a4 a4 a4 a4 14" COMPACTED 6" DESIGNED: C. GRAHAM 4 p MINUS PIT RUN SUBBASE / / / ° ° w ° ° ° D ° ° ° / // \///\//� DRAWN: C. GRAHAM L i//j//j//j//j//j//j//j//j//\� /\\��\��\\\\i� /\ /� �i , /� CHECKED: C. GRAHAM Ld Df CRUSHED APPROVED: C. GRAHAM AGGREGATE BASE //\// / / / /�\//�\//�\//�\ COMPACTED SUBGRADE o 0 PREPARED FOR: 0 0 3' CONCRETE VALLEY GUTTER 3 Cl 7 LLC TYPICAL ASPHALT SECTION (LOCAL STREET) 2 SCALE: NOT TO SCALE C7.0 4824 W FAIRVIEW AVE w SCALE: NOT TO SCALE C 7 0 B I E, ID 83706 z a U J J ('V Y O O w z J_ z U O O \ v)Ld (� Ld MAILBOXES PER OWNER. Q z J 0- INSTALL PER MANUFACTURER'S � RECOMMENDATIONS. MAILBOXES PER OWNER. INSTALL PER MANUFACTURER'S Z) W = RECOMMENDATIONS. (/� Q W z Q C ° p ° G ° w p D p � ° ° B ° ° O F p D Q z o p p° ° Q L o Del D D Q O ° °p W D P D ° J ° ° p ° ° D D ° Q ° D ° D °� D DD D ° \W\ J p D ° p p � ° 12" - D • ifl ° D D' ° B D ° DD 12" / Y ° ° p p ° CONCRETE PAD N ° ,e D D ° D ' o ° U o ) O ° ° w I 27.50' 27.50' F i' J PLAN VIEW PROFILE VIEW CONCRETE PAD U O N MAILBOX PAD DETAIL 4 CSW PROJECT NO. 19013 SCALE: NOT TO SCALE C�-o DRAWING DATE 07/14/2020 C� w 0 CTO IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 BOOK , PAGE CERTIFICATE OF OWNER: ACKNOWLEDGEMENT KNOW ALL MEN BY THESE PRESENTS: STATE OF IDAHO CURVE TABLE CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL COUNTY OF ADA I SS Cl 53.72' 35°2248" 87.00' S 17°41'S6" W 52.87' PROPERTY AS DESCRIBED BELOW AND IT IS MY INTENTION TO INCLUDE SAID PROPERTY C2 40.60' 94056'09" 24.50' S 82051'25" W 36.11' IN THIS SUBDIVISION PLAT. C3 35.32' 82036'30" 24.50' S 76041'36" W 32.34' ON THIS_ DAY OF , 2021, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND C4 5.27' 12019'39" 24.50' N 5505020" W 5.26' THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE FOR SAID STATE, PERSONALLY APPEARED JIM D. CONGER, KNOWN OR IDENTIFIED TO ME TO BE A C5 79.51' 40018'57" 113.00' N 6904959" W 77.88' DOMESTIC WATER FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, MEMBER OF G20 LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID C6 45.62' 2300755" 113.00' N 61°14'28" W 45.31' INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN WRITING TO LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY C7 33.89' 17011'02" 113.00' N 81°2357" W 33.76' SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334) EXECUTED THE SAME. C8 79.51' 40018'57" 113.00' N 20°I0'01"E 77.88' C9 43.31' 21°57'39" 113.00' N 29020'40"E 43.05' THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS C10 36.20' 021'19" 113.00' N 09011'11"E 36.05' 18 THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND CERTIFICATE FIRST ABOVE WRITTEN. Cl1 70.36 40018 57 100.00 N 20°IO 01 E 68.92 FOR ANY OTHER USES AS DESIGNATED HEREON AND NO PERMANENT STRUCTURES ARE C12 97.99 490 41 03 113.00 N 650 10 01 E 94.95 TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. C13 49.02' 24051'25" 113.00' N 77034'50"E 48.64'C14 45.77' 23012'22" 113.00' N 5303256"E 45.46' C15 3.20' 1°37'16" 113.00' N 41°O8'07"E 3.20' THE PRIVATE STREETS, AS SHOWN ON THIS PLAT, ARE NOT DEDICATED TO THE PUBLIC. C16 86.72' 49041'03" 100.00' N 65010'01"E 84.02' NOTARY PUBLIC FOR IDAHO C17 38.48' 90000,00" 24.50' S 44059'28"E 34.65' BASIS OF BEARINGS FOR THIS DESCRIPTION IS N. 8905928"W., BETWEEN A 5/8"REBAR C18 28.52' 66041'53" 24.50' S 56038'31"E 26.94' ILLEGIBLE CAP MARKING THE E1116 CORNER COMMON TO SECTIONS 32 AND 5, AND THE RESIDING AT C19 9.96' 2301756" 24.50' S 11 03826"E 9.89' BRASS CAP MARKING THE S114 CORNER OF SECTION 32, BOTH IN T. 3 N., R. 1 E., B.M., C20 38.48' 90000,00" 24.50' S 45000'32" W 34.65' CITY OF MERIDIAN, ADA COUNTY, IDAHO. MY COMMISSION EXPIRES C21 9.96' 23°1752" 24.50' S 11°3928" W 9.89' C22 28.52' 66042'08" 24.50' S 56039'28" W 26.94' 59 A PARCEL OF LAND LOCATED IN THE SWI/4 OF THE SE1/4 OF SECTION 32, T. 3 N., R. 1 C23 70.36' 40018'57" 100.00' S 69049 "E 68.92'C24 61.22' 40°18'S7" 87.00' S 69°49S9"E 59.96' E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS C25 61.22' 40°00'00" 87.50' S 04°40'31"E 59.96' FOLLOWS: C26 75.44' 49041'03" 87.00' S 65010'01" W 73.10' C27 38.48' 90000,00" 24.50' N 4405928" W 34.65' COMMENCING AT A BRASS CAP MARKING THE S1/4 CORNER OF SAID SECTION 32; C28 28.52' 66042'16" 24.50' N 5603820" W 26.94' C29 9.96' 2301744" 24.50' N 1103820" W 9.89' THENCE N. 0008'57"E., COINCIDENT WITH THE WEST LINE OF SAID SW1/4 OF THE SE1/4 C30 38.48' 90000,00" 24.50' N 45000'32"E 34.65' OF SECTION 32, A DISTANCE OF 75.00 FEET; C31 9.96' 23018'07" 24.50' 1 N 1103936"E 9.90' C32 28.52' 66°41'53" 24.50' 1 N 5603936"E 26.94' THENCE LEAVING SAID LINE, S. 89°5928"E., PARALLEL WITH THE SOUTH LINE OF SAID LINE TABLE SW114 OF THE SE1/4 OF SECTION 32, A DISTANCE OF 246.01 FEET TO A 5/8"REBAR "PLS LINE BEARING DISTANCE 11574" TO THE POINT OF BEGINNING; L1 S 89059'11"E 15.37' L2 S 45000'32" W 22.63' THENCE N. 0000'32"E., 454.62 FEET TO A 5/8"REBAR "PLS 11574"; L3 S 8905928"E 12.00' L4 S 4001929" W 8.15' THENCE S. 8905928"E., PARALLEL WITH SAID SOUTH LINE OF THE SW1/4 OF THE SEI/4, A L5 I N 8905928" W 11.62' DISTANCE OF 15.37 FEET TO A 5/8 REBAR "PLS 11574"; L6 S 8905928"E 13.00' L7 N 0000032"E 9.42' THENCE N. 0000'32"E., 131.00 FEET TO A 5/8"REBAR "PLS 11574"; CERTIFICATE OF SURVEYOR: 13.0 L9 N 00000 32"E 0 THENCE S. 8905928"E., PARALLEL WITH SAID SOUTH LINE OF THE SW1/4 OF THE SEI/4, A I, JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY L10 S 40019'29" W 10.89' DISTANCE OF 550.00 FEET TO A 5/8"REBAR "PLS 11574"; THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS L11 N 49°40 31 W 22.04 L12 N 04 0547 W 35.00 DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND L12 S 04005'47 E 35.00' THENCE S. 000028"W., 84.00 FEET TO A 5/8"REBAR "PLS 11574"; ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF L14 S 89059'28"E 12.86' IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE L15 N 4001929"E 9.80' THENCE S. 8905928"E., PARALLEL WITH SAID SOUTH LINE OF THE SW1/4 OF THE SEI/4, A 55-1601 THROUGH 55-1612. L16 S 89059'28"E 5.96' DISTANCE 131.00 FEET TO A 5/8"REBAR "PLS 11574"ON THE WESTERLY LINE OF L17 N 8404446"E 35.00' IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1, BOOK 116, PAGE 17499, ADA COUNTY L18 S 4904031"E 21.04' RECORDS, ADA COUNTY, IDAHO; L19 S 0000032" W 36.39' SAL L ll L20 N 0000032"E 13.00' THENCE S. 0000'32"W., COINCIDENT WITH SAID WESTERLY LINE OF IMPRESSIVE EAST JSTO d'G L21 N 00°00'32"E 13.00' � rP N 00°00'32"E 14.81' RIDGE SUBDIVISION NO. 1, A DISTANCE OF 272.00 FEET TO A 5/8"REBAR "PLS 14221"; cw d L2L22 N 0000032"E 14.81' 8 THENCE N. 8905928"W., COINCIDENT WITH THE SOUTHERLY LINE OF SAID IMPRESSIVE JEFF BEAGLEY a 11574 �, P.L.S. 11574 L2 N 49040 31" bl/ .32' L25 S 37 37 47 E 1 .93 EAST RIDGE SUBDIVISION NO. 1, A DISTANCE OF 136.15 FEET TO A 5/8"REBAR "PLS 14221 OF l� BE AG��� THENCE S. 4001929"W., COINCIDENT WITH THE WESTERLY LINE OF SAID IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1, A DISTANCE OF 183.61 FEET TO A 5/8"REBAR "PLS 14221 THENCE S. 000032"W., COINCIDENT WITH THE WESTERLY LINE OF SAID IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1, A DISTANCE OF 73.62 FEET TO A 5/8"REBAR "PLS 14221 THENCE S. 45000'32"W., COINCIDENT WITH THE WESTERLY LINE OF SAID IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1, A DISTANCE OF 22.63 FEET"PLS 14221 ON SAID SOUTH LINE OF THE SW1/4 OF THE SE1/4; G20, LLC 2030 S. WASHINGTON AVE. JIM D. CONGER, MEMBER EMMETT, ID 83617 (208) 398-8104 FAX (208) 398-8105 �5dW7 007 /� Ccr?d CuNeyi�7y CCC WWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY. CHECKED BY: JOB#: DWG#: 2 OF 3 1/2021 WFJ JB 19116 19116-FP IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 BOOK , PAGE HEALTH CERTIFICATE APPROVAL OF CITY COUNCIL SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2021 THIS PLAT WAS CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION DULY ACCEPTED AND APPROVED. 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. DISTRICT HEALTH DEPARTMENT, EHS DATE CITY CLERK DATE APPROVAL OF ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF COUNTY TREASURER THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF COMMISSIONERS ON THE DAY OF , 2021. 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. PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATE COUNTY TREASURER DATE CERTIFICATE OF COUNTY SURVEYOR COUNTY RECORDERS CERTIFICATE I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE STATE OF IDAHO CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. SS COUNTY OF ADA I I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC., AT MINUTES COUNTY SURVEYOR DATE PAST O'CLOCK M. THIS DAY OF 2021, A.D., AND WAS DULY RECORDED IN BOOK OF PLATS AT PAGES THROUGH , INSTRUMENT NUMBER DEPUTY EX-OFFICIO RECORDER APPROVAL OF CITY ENGINEER I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY APPROVE THIS PLAT. CITY ENGINEER DATE p11AL LANI1 Ilk; 11574 of BEXGI' 2030 S. WASHINGTON AVE. EMMETT, ID 83617 ;wol�ezL (208) 398-8104 �5d FAX (208) 398-8105 W7 007 /� Ccr?d CuNeyi�7q CCC WWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 3 OF 3 112021 WFJ JB 19116 19116-FP PLAT SHOWING BOOK , PAGE IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 60 0 SC 0LE 60 120 LOCATED IN THE SW114 OF THE SE114 OF SECTION 32, PLAT NOTES 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURIZED T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO IRRIGATION TO BE OWNED AND MAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY ASSOCIATION, INC., (FEET) 201 SAID EASEMENTS HEREBY RESERVED ALONG THE FOLLOWING: 1 INCH = 60 FT -TEN(10)FOOT WIDE OR AS DEPICTED, WHEN LOCATED AT FRONT LOT LINES,ADJACENT TO PUBLIC RIGHTS OF WAY OR SUBDIVISION BOUNDARY -THREE(3)FOOT WIDE OR AS DEPICTED WHEN ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL UNPLATTED ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY o OR EXPANSION WAS NO A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS �11 S 8905928"E 555.37' SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN • -- -- -- 1_ _ _ __ __ __ __ _ _ __ __ • AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." 1 0 f 45.00' L4 . . I45.00'- I45.00' 1 45.0.0 . rl . 0 0 - 0'I I I 0I I I 1 I I I I I I I 1 a l 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION I I I I I I I I I I I 1 1 1 0 1 11 11 1 1 1 1 1 1 BLOCK 4 1 1 1 1 11 i t i t ^I N o STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. o 3.00' I I I I 1 I 1 1 �1 p _ o UNPLATT ED 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLECSl/16 COR. oI 26 24 11 OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT.M C5 M M M M M 34 33 32 31 630 29 28 oN 35 o 1 of I O1 o I IM25 iI I0 o ri 131.00o 0 0 o o aIo o o oI l oI IoO I I1 1 0"1 1 of � o I I j to I Io I IC) I p I Io I IC) I IQ) I IC) I 10 ^I Io IIo o l S 89059'28"E 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. 1 I IV) I I� I Imo I fn I ILn I I� I IV) I Iu) I I� I to I of • • - -- -- • o I1 o I Ian I 1 I v "r v -----1�5�(�-----� MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER p I I I I I I I I I I I I I I I I I I �1 , ja oUNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION DRAINAGE ENTITY. IIIII 22 1 /1 2.32' 1 1 1 1 J t ooI L_____J L_____J L _J L_____J L_____J L_____J L_____J L_____J L1_45.00 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' -' 1 I I i O I M I v Cz0 1 1 I c,I 109.22' 1 I 6. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF MERIDIAN. 13,00' S 89059'28" N 89059'28"W 417,32' 407.32' c l\ \ili �3i� `_1 L�_ 5 89°59'28_E • 1i8.o0' • 'C22 `O ti� ��/^ r -I 7. THE LAND WITHIN THIS PLAT IS NOT WITHIN AN IRRIGATION DISTRICT AS DEFINED IN IDAHO CODE 31-3805, N 89059'28"W 299.32' N 89-59'28"W 261.82' , °3 23 V i •1 �_ 10.00' 50 80.50' ��' ti� Cry \�� 0 21 1 o I BUT IN COMPLIANCE WITH IDAHO CODE 31-3805(B).ALL LOTS WITHIN THIS SUBDIVISION WILL RECEIVE WATER IM �� s L tiI ________________________________________________ CI • \� V~h� m i u;1 FROM A PRIVATE WELL OWNED AND MAINTAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY �+ S 89°59'28"E 104.44' r ci_____________ 8 2 3.24' 133.94' `r 1 - F • 1 ASSOCIATION, INC. L-------------- r---o----------� 1 9F z-----589°59 - E -----� 5.00' I� C26 S 89 59'28' E 104.44' 1 I �� sy\off, C11 �� -- --- , O k o 49 I 1 C28 0l `\ u8,1 jZ rxtii ------------------- 1 I p m k 8. LOT 1, BLOCK 1,AND LOTS 1, 2, 17 AND 18, BLOCK 2 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE °O °�1 37 u{I 1 �0�','� 1 I o x LOTS,AND ARE OWNED AND MAINTAINED BY THE EAST RIDGE MASTER COMMON AREA ASSOCIATION INC. LOT 10, 1 ° "'i ° 1 5.00' `I o • F s� i0.00' 20 i o I W k BLOCK 2, IS RESERVED COMMON AREA, IS ANON-BUILDABLE LOT,AND IS OWNED AND MAINTAINED BY THE EAST L__S 89 59"28' E 105.00'_ L_5 89 S9'28"E 105.00'__j I BLOCK 4 i °� 00 `9F �� 1 u^, N C7 k RIDGE ESTATES COMMUNITY ASSOCIATION, INC. I 1 �/ �a h• \o.� BLOCK 4 1 Ell x ------ ------- - 10.00' �I- I- 10.00' I 1 /. rR 61 F S 89059'28"E 113 68' 1 I° 1�- w 9. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT INST. NO.XXXX-XXXXXX ADA COUNTY RECORDS. ,.� � 90 S -------------• ---� o 48 i I i 38 i 1 ���0 °� ,ti0 �8- Ro- M l v I� - v l v l 1 36 i�� �� o yoi i \ �'r p p Q Q I �I I I 1 ,' °/0 i' 1 c� 19 o O W a 10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE N L__S 89°59'28"E 105.00'_ L_5 89°S9'28"E 105.00'__ i ,__---_,_/ �0 ti�' I �� S 89059'28"E 122.86' N o U k o ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. L---------------� M F---------------� i C9 i 00•�i wl 1 `\ 25.86' 45.00' 52.00' k Q M I I_ I- I I I - / i61 1 ---� r-----� r-----� I Y Lu M I l0 47 I o o l of ,' h� Oh W 11. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN DEVELOPMENT AGREEMENT INSTRUMENT NO. 2018-052339. W toLr) Io aiLr) ai oLr)I 39 OI ig 1�. ��' i' �I 1 01 I of I I I a O I g iN 7 i`� `\' I N i �i �' G �'�� �� �i 1 ccl of 1 of i 1 12. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND a M I L__S89°59'28"E 105.o0'_1 L_S89°59'28"E 105.00'__ � i c) o ( 15 MI 1 ^+1 I �I 1 I I RESTRICTIONS FOR EAST RIDGE ESTATES COMMUNITY ASSOCIATION, INC. z o N I N 14 oti°' o 4,11 o01 1 16 �1 i �1 1 l o l Q p L---------------I M M ---------------1 0 Nto of 17 1I 18 I I_ o o I 1 I / � 41 I of I NI I NI I o N o � i o 0 D o i �i i o �, l Qi I �i i Ini i I 13. LOT 14, BLOCK 4 IS A PRIVATE ROAD, 0 46 0 0 0 0 40 o q I rq Z �i ui o o BLOCK 4 `i R=66.50' • - I o 0 I BLOCK 4 1� er I d I 1 „� 1 1 01 I of I N I I kn I � I I L I i \ l I 1 01 1 OI I 1 I 14. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED UNLESS SPECIFICALLY APPROVED BYA.C.H.D. N I L__S 89°59"28"E 105.00'_ L_5 89°59'28"E 105.00'__ I I ' `\ I cnl 1 cn1 I I ' v ---------- I Dy \ <\ \\ I 2 15. LOTS 9 AND 19 BLOCK 4 ARE SUBJECT TO A COMMON DRIVEWAY EASEMENT AS SHOWN HEREON. VEHICULAR 5.00' �� I- �, I I � ti� A \ s 8` � 39.15' 45.00' _52.00 ' w i I o 45 1 o M o 1 o I 1 , 90 ` s v ? 9 0 0 o ACCESS FOR SAID LOTS SHALL BE LIMITED TO THE COMMON DRIVEWAY EASEMENTS,AND NO DIRECT ACCESS TO I 10 l 0 0 1 0 l 41 0 l 1 l c^, Ao, \FF .9Q 6 N 89 59 28 W 136.15 u^, I I I v I ui o v 1 I i ,� �ti� N 88°05'59"E �1 `?'oj�°�1,, \\��0?�' ANY STREET OTHER THAN THROUGH SAID DRIVEWAY EASEMENTS SHALL BE ALLOWED. THE OWNERS OF SAID LOTS L__S 89°59'28"E 105.00'_jcz) _S 89°59'28"E 105.00'__j 1 ,' p�� 49.45' � `\mod' F TAKING ACCESS THROUGH SAID COMMON DRIVEWAY EASEMENTS SHALL HAVE A PERPETUAL RIGHT OF INGRESS AND o I 1 ,. % ------�\ SR ?,o\ `\ EGRESS AND SAID EASEMENTS SHALL RUN WITH THE LAND. SEE CC&R DOCUMENTS FOR ADDITIONAL INFORMATION o F---------------I F---------------1 I „�0 \ 90 11 0 z I 1_ I _ 1 10. ,ti/,� , \ Ao \0� �� REGARDING USE AND MAINTENANCE OF SAID EASEMENTS. l0 44 1 0 01 42 oI 1 i' ON ti� ,i \\8� sr n1 \_ y I 1 ai of I / DA °Y0 4> , 69, <C • 00 Q. 1 M M I 1 1 / p i, 13 \ h0� ti ` 16. LOT 17, BLOCK 2(S.JADO LANE,A PRIVATE ROAD),IS SUBJECT TO AN EXISTING SEWER AND WATER C31� C33 1 I , tx �� i ti \ 1 ° ° EASEMENT,AS RECORDED IN INST. NO. 2019-005928,ADA COUNTY RECORDS. L_ 5 89 59'28"E 104_44' J\ /L S 89 59'28"E 104,44' _J 1 �� • i 1 \ o i I c--------------- / S 8905928"E 105.32' Ll rn 43 G3ti �, ��F-------------------' ---------------- %���o�� ti� 17,AN EXISTING WATER MAIN EASEMENT RECORDED AS INST. NO. 2019-005926 IN FAVOR OF THIS SUBDIVISION. . ." 80.50' CL �o G3 r---------------�. \ro �p0 13.00' S 89°59'28"E S 89059'28"E 94.44' (,6 I i27.79' 131.94' Gl G2 o I - - - - - - � ' o - 10.00' 13.00' S 89°5928"E S 89059" E 259,73' 259.73' C5 // 12 BLOCK 4 o - 1 1 S 89°5928"E 112.08' 45.00' 45.00' 45.00' 45.00' 45.00' 34.73' C4 I I I I I I 3.00 3.00' I -- I I F-------------- �� _AQ 0 *M-i I of I of I of I of of t o ^I I rn l 1 10.44' 1 0 ti I o1 I o1 I o1 I OI of a I I i W I of I of I of I of of l Cp of I N I t o f 11 1 v ~ M C I I n ty I- I I I I I I I I I O00p IIII o� MoIf II oMIf II oMIf II MoIf MIf f N I �I MIL_S 8905928"E 105.32' 2 3 4 $ 6 7 $ 9 NpN N M p --------------- o Mp- �M o f� p I ool I ool I ool I �I Q)I ool I o f 1 o z l i �i i �i i o �i i �i �i �i i �i 10 i 6 Ln LEGEND I �I I U) I U) I �I �I �I I 236.22' 3.00' I`- I I I I + 11 BLOCK 4 1 1 1 1 1 1 I 1 o -- -- SUBDIVISION BOUNDARY L_____J L_____J L-_____- L_____- L_____- L_____J L______- L____________- - S 89 59'28"E __POB• 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' S0.89' 25.00' _ 89.32__ 0 �� LOT LINE ------------------ -- -- - - -- N 8905928" W 435.21' IMPRESSIVE EASTRIDGE SUB NO. 1 --- --- SECTIONAL LINE BOOK XXX, PAGE XXXXX-XXXXX - - - - - CENTERLINE 0 io ------------------- UNI NEW EASEMENTS - - - - - - OTHER BOUNDARY LINE 32 E. LAKE HAZEL ROAD T.3 N. 32 1329.66' 32 33 --- --- --- --- --- --- --- --- --- --- -- iL 5 N 89059'28"W 1329.49' T.2 N. N 90000'00"E FOUND BRASS CAP MONUMENT S114 COR. BASIS OF BEARINGS E1116 COR. 5 4 FOUND ALUMINUM CAP MONUMENT ILLEGIBLE ILLEGIBLE CPF 2015-013745 CPF 111066375 O FOUND 518"REBAR/CAP PLS 14221 OR AS NOTED 2030 S. WASHINGTON AVE. O SET 518"REBAR/CAP PLS 14221 EMMETT, ID 83617 p FOUND 112"REBAR/CAP PLS 14221 OPAL LA�r1j (208) 398-8104 SET 112"REBAR/CAP PLS 14221 GZ T D � /TOOT FAX (208) 398-8105 0 CALCULATED POINT a 14221 POB POINT OF BEGINNING t,5/20/19� 1 LOT NUMBER 9 ' **SEE SHEET 2 OF 3 FOR LINE& CURVE TABLE** c OF WWW.SAWTOOTHLS.COM`�h'L POR��4 SHEET: DATE: DRAWN BY: CHECKED BY: MI.- DWGI. 1 OF 3 512019 AL CP 19116 19116-F STORM DRAINAGE REPORT AND CALCULATIONS FOR IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 MERIDIAN, IDAHO ENS FO PREPARED BY: Q `W1 16970 CORINNE M GRAHAM, PE July 8, 2020 CIVIL SIT E W O R K S 335 E. 36TH STREET GARDEN CITY, ID 83714 (208) 946-3874 cgraham@cswengineering.com INTRODUCTION The existing 7.91-acre site for the proposed Impressive East Ridge Subdivision No. 2 is currently vacant ground that is bordered by Phase 1 on the north and east.The proposed development includes 38 single family residential lots, 9 common lots, and a private road, landscaping, parking, and utilities. HISTORIC DRAINAGE The existing project site is located north of Lake Hazel Road between Eagle and Locust Grove Roads. Historically the majority of the site drains from southwest to northeast to the Grimmett Lateral. Slopes on site vary from relatively flat to moderately steep. Surficial soils are comprised of lean clays and sandy silt.At depths of approx. 7 feet,free draining poorly graded gravels were encountered during geotechnical exploration. Groundwater was not encountered in any test pits on site nor has groundwater and groundwater is expected to be well below storm design elevations. Because of the presence of free draining materials and the depth to groundwater,the site is suitable for the use of infiltration facilities. PROPOSED DRAINAGE The storm drainage calculations and design for the proposed improvements are intended to meet the requirements of the City of Meridian and ACHD storm water policies. Storm water facilities are designed to store and treat runoff from a 100-year storm event and to pretreat the water quality volume defined as the 801h percentile storm event. Storm water runoff from 40' behind the sidewalk, including residential driveways and part of the building rooftops, will be conveyed to the private stormwater system to be owned and maintained by the HOA. Remaining lot drainage will be contained within individual lots. Storm water is conveyed via curb and gutter to drain inlets within the roadway then piped to underground seepage beds where it is treated and finally infiltrated. Storm drain manholes with a 2 foot sump will be installed to provide pre-treatment for the water quality event. Overflow runoff will be directed straight to the seepage bed by means of an overflow manhole. APPENDICES • Drainage Basin Map • Storm Drainage Calculations • Project Geotechnical Report — — — — — — — — OEMmmimmmomMEWEME — — — — — — — OEMWEWEWE — —1 1 gP5\N � - gPS�N#Fd 1 1 1 ; 1 1 1 � 1 ' 1 gPO4 ;- - � 1 1 1 1 1 � 1 1 1 gPS�N#2 1 1 1 � 1 ♦ 1 1 I 1 gPS�N�2 1 1 1 1 N 60 0 60 120 IMPRESSIVE EAST RIDGE SUB NO. 2 DRAINAGE BASIN MAP SCALE: 1' = 120' Prepared By:Corinne Graham,PE Date:July 8,2020 CIVIL SIT E Impressive East Ridge Subdivision No. 2 Storm Drainage Calculations Boise Area IN Data Intensity(inches/hour) Design Storm 25 100 Tc 10 min 1.85 2.58 60 min 0.69 0.96 Basin Characteristics Basin#1 Basin#2 Total Area(SF) 200061 134531 Roadway Area(SF) 54147 34362 Building/Drive Area(SF) 69255 49700 Landscape Area(SF) 76659 50469 C Value: 0.63 0.64 Peak Flow Calculations 25-year 100-year Intensity(Tc=10 min) 1.85 2.58 Basin#1 Peak Flow(CFS) 5.37 7.49 Basin#2 Peak Flow(CFS) 3.64 5.08 Storage Volume Calculations 1-hr 100-year rainfall 0.96 inch Basin#1 Basin#2 Water Quality Volume(CF) 3552 2409 80th Percentile Storm(0.34 inch) Water Quality Flow(CFS) 0.99 0.67 Water Quality Volume/3600 sec 100-year storage volume(CF) 1 10028 1 6803 V=C*A*Total 1 hr Rainfall Prepared By:Corinne Graham,PE csW Date:July 8,2020 CIVIL SIT E Catch Basin Characteristics CB#1A CB#1B CB#1C CB#1D CB#2A CB#2B Total Area(SF) 42692 15907 96984 44478 75771 58760 C Value: 0.63 0.63 0.63 0.63 0.64 0.64 Peak Flow Calculations 25-year 100-year Intensity(Tc=10 min) 1.85 2.58 CB#1A Peak Flow(CFS) 1.15 1.60 CB#1B Peak Flow(CFS) 0.43 0.60 CB#1C Peak Flow(CFS) 2.60 3.63 CB#11)Peak Flow(CFS) 1.19 1.66 CB#2A Peak Flow(CFS) 2.05 2.86 CB#2B Peak Flow(CFS) 1.59 2.22 ACHD Calculation Sheet for Finding Peak Discharge/Volume-Rational Method NOTE:This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology.These calculations shall establish a minimum requirement.The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. �Fps for Peak Dis Calculate Post-Development Flows(for pre-development flows,increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name Private Basin#1 2 Is area drainage basin map provided? YES (map must be included with stormwater calculations) 3 Enter Design Storm(100-Year or 25-Year With 100-Year Flood Route) 100 4 Enter number of storage facilities(25 max) Click to Show More Subbasins ❑ Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 10 5 Area of Drainage Subbasin(SF or Acres) SF 54,147 69,255 76,659 Acres 4.59 6 Determine the Weighted Runoff Coefficient(C) 0.90 0.90 0.20 C=[(C1xA1)+(C2xA2)+(CnxAn)]/A Weighted Avgl 0.63 7 Calculate Overland Flow Time of Concentration in Minutes(Tc)or use default User calculate 10 min 10 Min. Estimated Runoff Coefficients for Various Surface Type of Surface Runoff Coefficients"I 8 Determine the average rainfall intensity(i)from IDF Curve based on i 2.58 2.58 in hr Business Downtown areas 0.70-0.95 9 Calculate the Post-Development peak discharge(QPeak) Qp-k 7.49 7,49 cfs Urban neighborhoods 0.50-0.70 Residential Single Family 0.35-0.50 10 Calculate total runoff vol(V)(for sizing primary storage) V 10,028 10,028 ft Multi-family 0.60-0.75 V=CI(Tc=60)Ax3600 Residential(rural) 0.25-0.40 11 Calculate Volume of Runoff Reduction Vrr Apartment Dwelling Areas 0.70 Industrial and Commercial Enter Percentile Storm I(95th percentile=0.60 in) 80th 0.34 in Light areas 0.80 Enter Runoff Reduction Vol(95th Percentile=0.60-in x Area x C) Vrr 3,552 3,552 ff' Heavy areas 0.90 12 Detention:Approved Discharge Rate to Surface Waters(if applicable) 0.00 cfs Parks,Cemeteries 0.10-0.25 Playgrounds 0.20-0.35 Railroad yard areas 0.20-0.40 13 Volume Summary Unimproved areas 0.10-0.30 Surface Storage:Basin Streets Basin Forebay V 1,003 f Asphalt 0.95 t' Concrete 0.95 Primary Treatme nt/Sto rage Basin V 9,025 ft' Brick 0.95 Subsurface Storage Roofs 0.95 Private Facility-No Sediment Factor Req'd V 10,028 10,028 ft' Gravel 0.75 Fields:Sandy soil Soil Type Slope A B C Flat:0-2% 0.04 0.07 0.11 Average:2-6% 0.09 0.12 0.15] Steep:>6% 0.13 0.18 0.23 Adapted from ASCE C:\Users\cgrah\Dropbox\Projects\19013 Eastridge Sub Phase 2\Reports\Storm Drainage\ACHD_SD_CALCS_12-15-16 7/8/2020,3:03 PM Version 9.0,December 2016 ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers NOTE:This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement.The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. Note this spreadsheet pulls information from the"Peak QV"tab Calculate Post-Development Flows(for pre-development flows,increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name Private Basin#1 2 Enter number of Seepage Beds(25 max) 1 3 Design Storm 100 4 Weighted Runoff Coefficient C 0.63 Link to: LQV QV TR55 5 Area A(Acres) 4.59 acres 6 Approved discharge rate(if applicable) 0.00 cfs 7 Design Volume V 10,028 8,588 ft3 1st Hour of Drainage 1440 8 Set Total Design Width of All Drain Rock W 20.0 ft 9 Set Total Design Depth of All Drain Rock D 10.0 ft Rock Only, Do Not Include Filter Sand Depth or Cover 10 Void Ratio of Drain Rock Voids 0.4 0.4 for 1.5"-2"drain rock and 3/4"Chips 11 Design Infiltration Rate(8 in/hr max) Perc 8.00 in/hr 12 Size of WQ Perf Pipe(Perf 1800) Dia pipe lb 13 Size of Overflow Perf Pipe(Perfs 3600),READ if Q100>3.3 cfs 14 Calculate Total Storage per Foot Spf ft3/f Spf=Apf=WxD-APerf_PipexVOids+1/2 Perf—Area 15 Calculate Design Length L Override Value Required for Chambers 16 Variable Infiltration Window L SWL 108 17 Variable Infiltration Window W SWW 18 Time to Drain 90%volume in 48-hours minimum OK 19 Length of WQ&Overflow Perf Pipes 108 20 Perf Pipe Checks.Qperf>=Qpeak; OK where Qperf=CdxAxV(2xgxH) 18 in 15.8 in 0.0 C:\Users\cgrah\Dropbox\Projects\19013 Eastridge Sub Phase 2\Reports\Storm Drainage\ACHD_SD_CALCS_12-15-16 7/8/2020,3:03 PM Version 9.0,December 2016 ACHD Calculation Sheet for Finding Peak Discharge/Volume-Rational Method NOTE:This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology.These calculations shall establish a minimum requirement.The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. �Fps for Peak Dis Calculate Post-Development Flows(for pre-development flows,increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name Private Basin#2 2 Is area drainage basin map provided? YES (map must be included with stormwater calculations) 3 Enter Design Storm(100-Year or 25-Year With 100-Year Flood Route) 100 4 Enter number of storage facilities(25 max) Click to Show More Subbasins ❑ Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 10 5 Area of Drainage Subbasin(SF or Acres) SF 34,362 49,700 50,469 Acres 3.09 6 Determine the Weighted Runoff Coefficient(C) 0.90 0.90 0.20 C=[(C1xA1)+(C2xA2)+(CnxAn)]/A Weighted Avgl 0.64 7 Calculate Overland Flow Time of Concentration in Minutes(Tc)or use default User calculate 10 min 10 Min. Estimated Runoff Coefficients for Various Surface Type of Surface Runoff Coefficients"I 8 Determine the average rainfall intensity(i)from IDF Curve based on i 2.58 2.58 in hr Business Downtown areas 0.70-0.95 9 Calculate the Post-Development peak discharge(QPeak) Qp-k 5.08 5.08 cfs Urban neighborhoods 0.50-0.70 Residential Single Family 0.35-0.50 10 Calculate total runoff vol(V)(for sizing primary storage) V 6,803 6,803 ft Multi-family 0.60-0.75 V=CI(Tc=60)Ax3600 Residential(rural) 0.25-0.40 11 Calculate Volume of Runoff Reduction Vrr Apartment Dwelling Areas 0.70 Industrial and Commercial Enter Percentile Storm I(95th percentile=0.60 in) 80th 0.34 in Light areas 0.80 Enter Runoff Reduction Vol(95th Percentile=0.60-in x Area x C) Vrr 2,409 2,409 ff' Heavy areas 0.90 12 Detention:Approved Discharge Rate to Surface Waters(if applicable) 0.00 cfs Parks,Cemeteries 0.10-0.25 Playgrounds 0.20-0.35 Railroad yard areas 0.20-0.40 13 Volume Summary Unimproved areas 0.10-0.30 Surface Storage:Basin Streets Basin Forebay V 680 { Asphalt 0.95 t' Concrete 0.95 Primary Treatme nt/Sto rage Basin V 6,123 ft' Brick 0.95 Subsurface Storage Roofs 0.95 Private Facility-No Sediment Factor Req'd V 6,803 6,803 ft' Gravel 0.75 Fields:Sandy soil Soil Type Slope A B C Flat:0-2% 0.04 0.07 0.11 Average:2-6% 0.09 0.12 0.15] Steep:>6% 0.13 0.18 0.23 Adapted from ASCE C:\Users\cgrah\Dropbox\Projects\19013 Eastridge Sub Phase 2\Reports\Storm Drainage\ACHD_SD_CALCS_12-15-16 7/8/2020,3:03 PM Version 9.0,December 2016 ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers NOTE:This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement.The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. Note this spreadsheet pulls information from the"Peak QV"tab Calculate Post-Development Flows(for pre-development flows,increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name Private Basin#2 2 Enter number of Seepage Beds(25 max) 1 3 Design Storm 100 4 Weighted Runoff Coefficient C 0.64 Link to: LQV QV TR55 5 Area A(Acres) 3.09 acres 6 Approved discharge rate(if applicable) 0.00 cfs 7 Design Volume V 6,803 5,833 ft3 1st Hour of Drainage 970 8 Set Total Design Width of All Drain Rock W 15.0 ft 9 Set Total Design Depth of All Drain Rock D 10.0 ft Rock Only, Do Not Include Filter Sand Depth or Cover 10 Void Ratio of Drain Rock Voids 0.4 0.4 for 1.5"-2"drain rock and 3/4"Chips 11 Design Infiltration Rate(8 in/hr max) Perc 8.00 in/hr 12 Size of WQ Perf Pipe(Perf 1800) Dia pipe 18 in 13 Size of Overflow Perf Pipe(Perfs 3600),READ if Q100>3.3 cfs in 14 Calculate Total Storage per Foot Spf 60.2 ft3/ft Spf=Apf=WxD-APerf_PipexVOids+1/2 Perf—Area 15 Calculate Design Length L 97 97 ft Override Value Required for Chambers 16 Variable Infiltration Window L SWL 97 ft 17 Variable Infiltration Window W SWW 15.0 ft 18 Time to Drain 5.4 hours 90%volume in 48-hours minimum 19 Length of WQ&Overflow Perf Pipes 97 228 ft 20 Perf Pipe Checks.Qperf>=Qpeak; where Qperf=CdxAxV(2xgxH) C:\Users\cgrah\Dropbox\Projects\19013 Eastridge Sub Phase 2\Reports\Storm Drainage\ACHD_SD_CALCS_12-15-16 7/8/2020,3:03 PM Version 9.0,December 2016 ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: July 29, 2020 Final Plat RX Project Name: Impressive East Ridge Sub No 02 T/R/S 3N1E32 Parcel Number(s): S1132438550 Project/Plat Applicant: Civil Site Works LLC Phone No: 208-946-3874 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT S EAGLE RD E LAKE HAZEL RD v v v v +� > a a Ln v o v 0- Proposed Street Names: U Q o ; m Comments 1 S BELFRY LN (PVT) B Aligns with existing Jado.Change to S Jado Ln(PVT). 2 S BOCA LN (PVT) X E KIWANO LN (PVT) N/S X E Use S pre directional. 3 SEGMENT E KIWANO LN (PVT) E/W B Aligns with proposed Berghan in Turf Farm Sub No 02 to the east. 4 SEGMENT Change to E Berghan Ln(PVT). 5 E ZEMO LN (PVT) X 6 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace S BELFRY LN with S JADO LN (PVT) Replace E KIWANO LN (N/S SEGMENT) with S KIWANO LN (PVT) Replace E KIWANO LN with E BERGHAN LN (PVT) Replace EAGLE RD with S EAGLE 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 �a NOT A PART yyper �S c`a E Renwick Court > � E Renwi `0 ��r� �° M m E Renwick,_re-13 et v E Street 9 rT o I ; — @ 1 m 1 1 p e UL: — I1 O`er � O�j� �/ � � 1 _-_� -�___!.i_-_..----�•_�i_ .� � __.---_..-J � r o co E Murchison Street ; cn E Murchison Street 0 EMurchison Street 1 Cyanit E Mardia - e�nve Street 1 E Mardia Street `- -- -��--- `�o` - �------------- ------------SOT A PART Mares - - ---- - --- r. R j K3 ;� E Levin Street E Brace Drive = o_ 1 1 1 _ m'�--------J�..__.... -------------•- --- - -----'�-- - Street'--E Gisborne o Street s �d � NOT A PART _l NOT A PART ,— E ingw a) -___ -- ____ ---- JL_�.-__. i - _ U --- ---__i� _- - _ _____________ 0 0o rive a!� o ;w � c U) y NOT A PART ---------------------- -------------- 0 r V 1 cf) � NOT A PART . 1 1 1 1 1 ; ----___-i-------------i--------------i----------- -i----.._.----------- ' 2 1 1 1 1 1 1 N' 1 1 -- 1 1 1 1 1 1 1 1 1 1 1 1 1 r - 1 1 1 1 i 1 '' I�1 1 NOT Ai PART N _ . 1 1 ..1 1 Ej Pennie Lane „ This map is made from data copyrighted by Ada C County shall not be liable for ADA COUNTY ASSESSOR inaccuracies s or misuse ofb this map. Maps �� Land Records DMsion 1 inch - 500 feet bearing this disclaimer may be photocopied freely. Geographic Information Systems However,use in any digital form requires the 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 IMPRESSIVE FAST RIDGE SUBDIVISION NO. 2 BOOK.PAGE LOCATED IN THE SW114 OF THE SE114 OF SECTION 32, T.3 N.,R. 1 E.,B.M., CITY OF MERIDIAN,ADA COUNTY,IDAHO 2020 SCALE LEGEND C5L/16 CORNER 1m -- SUBDdWSION BOUNDARY SECTION 32 Lot LINE (FEET I SECTIONAL LINE i zINCH.WFT --i-- CENTERLINE IXI5TING DEED OR LOT LINE q ONPLATTED ------------- NEW EASEMENTS _ J 589°5428"E 550.DD' -_ -- -_ _-- -- --� -^- �-� OTHER 80IJNDARYLINE 50.00' sow 45A0'_ 50.00' r_54.DOar_s 4500' 50.00' r_saool_� 4.w 45w S4.Q7' L3 -� r------� r---- --- r-----� r-- --� r-----1 r-----i r------� $ FOUND BRASS CAP MONUMENT 1 1 I I 1 5'�{ I I 1 I I 1 1 p 1 1 1 1 1 1 I I 1 1 1 m 9 FOUND ALUMINUM CAP MONUMENT - 4 0 `8 i I FOUND 5/8"RESAR/CA1P PLS I4221 OR AS NOTED J 1 1 I 1 I I I I $ UNPLATTED I I 1 I 1&-0 4� 1 1 I �' ' 33 3 j 32 3 ' 3 ' 3 1 1 1 1 1 ' OO SET 5/8"REBARICAP PLS 1422I 1 3Z i 3D 1 29 1 28 1 27 26 ' � a� fi4 ti+l a 1 L� 1 1 1 1 1 1 25 24 i 3' o FOUND 112"REBAR/CAP PLS 1422I i li i o g i i i i i i 23 22 0 $89°59'ZB"� 13L00' SET�" ■ RE84RICAP PLS1422I N '~ N ' �S' �I I 1 I I '� -��-- CALCULATED POINT e I I 1 1 I I I} ] I 1 1 L-`-- I I i L6 L8 �'r-----•JrJr.1�Y----i ___� �_____� _____� '-______� �__-__� �______� �____-_� I Z 50.A7' SD.A7 4500' 50A0' S4,019' 45.00' SO.OD' S0.A7' IS d;jIgl PM POINT OF BEGINNING E ZEMLA 4 N --_— E —_�_ ; ; �; 21 1 LOT NUMBER LI - IO2.63' _ � 8U-SP ¢$ I y 589°59'28"f Z65.49' y� �. Ir_______________i- ■ I NOTES: ' (--589°5928"F f03.0�'- .'} -389°5928'E 103.A7`� s C3 � 2Q :81 , rJ"I IT I.EASEMENTS:A PERMANENT EASEMENT FOR PUBLIC VTRIfIES,PROPERTY DRAINAGE AND YRFSSURfZED IRRIGATION 1 I$1 1� I Ij 35 IvS •sS+ f'°e, ,�r �y`'- 89°3978"E-33&I$-L--� TO BE OWNED AND MAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY ASSOCIATION,fNC-,5,km E0.5P4ENT5 I 47 I"H I 'P f __ ___________ __ _p a HERESY RESERVED ALONG THE FOLLOWING: �______________� f1 '� r I 10 m -TEN(14))FOOT WIDE OR AS OEPICIEI)WHEN LOCATED AT FRONT LOT LINES ADUM10ENT TO PUBLIC RICJII5 OF WAY 1 L=589'S9'2B'E 1LIS.L10'-I -:S 89°59'28"E I05.00, 'I - BLOOCK 4 N ^ �„�„ -THR f(OR Y)FOOT WSION IDE OR AS DEPICTED WHEN AD14CEU TO EITHER SIDE OF INTERIOR LOT LINES to F— -� ' gi $ E KIWANO � PW 8 t� $� '"' ___ ' 1� � 2.THIS PEVELOPMIPVT RECOGNIZES 5ECTION224503 OF IDAHO COPE RIGHT TO FARM ACT,WHICH STATES'NO I 46 IS BELFRY LANE -v 10,00' LANE ��-, N b AGRIC1L71A24!OPERATION,AGRICILTLOPA!FACILITY OR EXPANSION THEREOF SFL4118E OR BECOME NUISaWCE Cgg'� PRIVATE OR PUBLIC BY ANY CHANGED COON 1 IN OR ABWI THE SURROUNDING NCMWGRICVLTiJR41 ACTIVITIES S89°5928'E 105.00•-� ' -5 89°59z8 E ID5.0n� T; §" N 89°59'28'W 122.86' n 6 -, AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(I)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION g WAS NO A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED,THE PROVISIONS OF THIS SECTION SFWU.NOT Try _____� _ $i i$ - f L � o ' , OPERATION,AGRICULTURAL FACRIrY OR THEIMPROPER�FGYIGENT nPEiL4TION OF AN RGRICULr1ARAL j•' 17 1_ BLOCK 4 `�'I �1 37 Id $ BLOCK 4 / ti '^ I 1 I I I 45 i �i ��� 34 5 i 5 ' i a 3 ANY RESUBRMSR7f1OF THIS PlAT9WLL COMPLY WITH TMfEMOST RECENTLYAPPRDYE7SVBPMSIONSTANPARL75 I vl Iv -----------_�� ! u� ' $ I I I I w .n I 1 ti ` ��' 5 I a I I 1 OF THE CITY OF MERIDIAN AT THE TIME OF RERWIVISION. z r�s se°s9'2s"E Las. i , $ r ------------ + - -ice ; y7 14 i Zs �+ I& i Z7 4.BUILDING SET&ICKS AND DIMEfl5rONAL STANDARDS if4 THIS SUBT/IVI510N5WILL BE IN COMPLIANCE WITH TITLE I y I4VI H 1$ 8 gi 3B x I n I I'"I OF AffRIDIAN CRl'CODE VMJrSS OTHERWISE MODIFIEL7 8Y CONDITIONAL USE PERMIT. � '� x ��10.00' � $ 1 1 —1 rIALA7' W 1 pl Iv I h ■ I I I 1 5 NO HOMEOWNER SHALL ATANY TIME FILL OR OBSTRUCT ACHD DITCNES OR SWALES- H L_589°5928'E 105.00'-� L_589°592$'E 105.00•1_3 4' 1 }-r I 1 1 MAINTENANCE OF ANY IMG47TON OUCH OR PIPE CROSSING A LOT IS THE RESRONSIBIIJTY OF THE LOT OWNER, 4•ui I I�.r I --- 1 '4• r______________� r______________� ;j, 0 IAWFSS SUCH RESPONSIBRITY ISAS$VMED BYAN IRRIGATION/DRAINHC"E ENTITY. I0.00'—! I I 2G15' � 50.00'-� � 60.00-J x 43 i Mlgl i8 I gi 39 ig N89°5928"W I36.l5' 6.HOMEOWNERSASSOCIATIONSHALLNOTDISSOLVER97HOUrTHECONSFNTFROMTHECTTYOFMERIDIAN- / L12 S BOCA LANE o' L L 1 7.THE LANs wlrFrrN THIS PLAT IS NOT wrrHlN AN rRRIGArroN rnsnarcr As DEFINED rn IDAWO eoaE 31-SBAS BUT -589°5928,E 1n5.00'-� -589°59'zB"E LDS.LYY�1 + IN COMPLIANCE WITH IDAHO O7UE 31.3805(BJ.ALL LOTS WITHIN THIS SU60MSION WILL RECEIVE WRIER FROM A 1 S r______________i I I �r------------__1 � j 12 -- PWYATE WELL,OWNED AND AwNTANrAww BY THE EAS T RIDGE ESTA YES COMMUNITY ASSOCIATION,INC.I� I I � h 1 g 42 he ' nl 4O I� f _r S B.LOT J,BLOCK 1,AND LOTS 1,2,17 AND 18,BLOCK 2 ARE RESERVED AS COMMON AREA,ARE NLWBUILDABLE LOTS, v1 IaS89'$978"F map_- A AND ARE OWNED AND MAINTAINED BY THE EAST RIDGE AS45TEN COMMON AREA ASSOCIATION INS.LOT 10,BLOCKZ103,0b ��� y�•-- --------- �'� ,prS RESERVED COMMON AREA,I5 A AVALBUIL11ABLE LOT,AND IS OWNED AND MAINTAINED BY THE EAST RIDGE 21 B0.5p' 41 1 6 ki miA16e , �(q' 6ESTATES COMMUNITYASSOCTATION,INC. Q� N 89 b ' C15 11 i (j' 9.TWA°$1,5DIV47ON IS SVBIECT TO ACHO uC SE AGRENffNT MIST.NO.7000f-X OOM ADA COUNTY RECORDS E KIVIIANC 1 178-QO_ 131- G1 M �(�l N "H'249.9,E—LANE C� Ia THE BOTTOM ELEVATION OF BULDING FOOTINGS 91ALL BE SET A MINIMUM OF 12-INCHES ABOVE THE E'STA81ISFffD NORMAL HIGH GROUNDWATER ELEVATION. ' 1 45.00' r_s9.m• sa.BD' sa.m• _4s_La_ uk__�--'� � i ti 11-----, F-5' I i i------, f------i i �5' n g "' --- ( ' h 11-THIS SVBDAUSION ISSUBlECI TO CITY OF MERIDIAN OEVELOW4ENT AGREEMENT INSTRUMENT NO-2.01"52339- IO 1. 4 I BL4L'IC 4 ICI w 3 ��4 12.THIS SUBDIVOON SMALL BE SUBJECT TO THE DECL4RA TI NJ OF COVENANTS,CONDITIONS AND 589'5928"1'IOrC'I31-JN RESTRfCTONS FOR FACT RIDGE ESTATES COMMUNITY A5SOCiAriON,WG 1 2 3 '4 j 4 j 5 .4 1 $ I ] $ _______________i 1 M N • x 1 I$n I3 LOT 1X BLOipC4 IS PRIVATE ROAD, I i I4,DIRECT LOT ACCESS TO E.LAKE HAM ROAD IS PROHIBITED,UNLESS 5PECIRrALLYAPPROVED BYAC.HA 1 1 9 1 i 5' i 1 xl I I I $ bI j h I1 LOTS 8 AND 18,BLOCK 4,ARE SUB=TO A COMMON DRIVEWAY EASEMENT AS SHOWN HERSON,VEHICULAR l 1 L______J Ll_____I L______� �__5_� �________� L__S ___� ACCESS FOR_W0 LOTS_IUMLL BE LIMITED TO THE COMMON PRIVEWAYE45EMENTS AND NO DIRECT ACCESS TO ANY S 89°5928'E 246.01' POL3 L 45.D0- 54.00' SU.00' S0.00' 95.00' 6SOTI' 25.00' 41.43 ^ STREET OTHER THAN THROUGHS4ID DRIVEWAY EASEMENTS SHALL BE ALLOWED.THE OWNERS OF SAID LOTS TAKING �..--.—..—..jF.---.—..—.- -- --� -- -- -�-- - T V f N 89°59'28"W 425,43' 1---- A�DE r-'TS Z� h DRIVEWAYWITH THE EASEMENTS MRShALLD HAVE A PERPETUAL RIGHT L I INGRESS?aV EGRESS . L ❑ RIMD SAID EASBMEMS SHALL RfMf N4IhI ONE LAND.SEE CLBR DOCUMENTSFOR ADDIrICWAL INFOR1k4rIDNIMPRESSIVE E4STRIOGE SUB.NO.IREGAIRLNNG USE ANp FLAINi-EA[AIfCEOF SAID EASEMENTS. BOOK 116,PAGE I7499 w S1/4 CORNER 3 N. C°F WIS-013745 32'3 ---------- ----------------------- - - ----- SECTION 32 E LAKE HAZEL ROAD N 89°59'28'W 1329A9' T.2 N. E�116 CORNER N 90°00770"E I324.56' CPF I1I066375 aASIS OF BEARING$ SECTION 321$ 5 ILLEGIBLE RAAP RANCH SUB. IUEGISLE 2030 S. WASHINGTON A VE. BOOK l05,PAGE 1 4503-1 4505 EMMETT, ID 83617 � ,Isrsp��°� „ (208)398-8104 a 11574 � �,�IT�7 n� FAX(208)398-8105 **SEE SHEET 2 OF 3 FOR LINE&CURVE TABLE** i�V 1 LPL f ✓�F SA�y�L �C711d�Uf[/�il f, ��G WWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY:I CHECKED BY: DBA': DWG#: IOF3 5/2020 WFI ]B 191I6 I9IZS•FP Street Name Evaluation Response Sheet Subdivision/lurisdiction: Impressive East Ridge Sub No 021Meridian Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sherrif Approved As Reviewed 3 ACHD ho Response/Defer 4 Ada County Development Services Approved As Reviewed 5 Meridian Fire INo Response/Defer 6 City of Meridian Approved As Reviewed 7 ho erf 8 INo Response/Defer 9 INo Response/Defer E.TACONIC DRIVE -,L 0 a 0 W J V a W N E. LAKE HAZEL ROAD VICINITY MAP SCALE: 1"=1000' ADA COUNTY RECORDER Christopher D.Rich 2018-021038 BOISE IDAHO Pgs=1 LISA BATT 03/08/2018 02:15 PM TITLEONE BOISE $15.00 TitleOne i title&escrow co. Order Number:16264885 Warranty Deed For value receiver, Earl K.Brace ano Barbara J.Brace,Trustees of The Brace Family Revocable Trust dated March 8,2006 the grantor,does Hereby grant,bargain,sell,and convey unto C4 Land,LLC,an Idaho limited liability company whose current address is P.O.Box 1610 Eagle,ID 83616 the grantee,the following described premises,in Ada County,Idaho,to wit: The Southwest quarter of the Southeast quarter in Section 32,Township 3 North,Range 1 East,Boise Meridian,Ada County,Idaho. To have and to hold the said premises,with their appurtenances unto the said Grantee,its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of. said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee;and subject to all existing patent reservations,easements, right(s)of way,protective covenants,zoning ordinances,and applicable building codes,laws and regulations, general taxes and assessments,including irrigation and utility assessments(if any)for the current year,which are not due and payable,and that Grantor will warrant and defend the same from all lawful claims whatsoever.Whenever the context so requires,the singular number includes the plural. Dated: February 28,2018 he Brace Family Revocable Trust By: Earl .Brace,Trustee By: I, arbara J.Brace r tee State of ,County of On this day of in the year of before me,the undersigned,a notary public in and for said state personally appeared Earl K.Brace and Barbara J.Brace,known or identified to me to be the person who name is subscribed to the within instrument,as trustees of The Brace Family Revocable Trust dated March a ck 6 edg "to e that they executed the same as trustees. Notary Public I Residing In: Residing- Eagle, Idaho My Commission Expir4s!ornmisslon Expires: 618/2022 (seal) 'tip•"�NOT� � -�'y' �``�Q.�:.....,�.�f� `. BL1C •... , a . ,���4n,enJ♦ ,