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HomeMy WebLinkAboutPlans Updated Millwood Subdivision A parcel of land lying in the NW 1/4 of the NW 1/4 of Section 29, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. Parcel Number S1129223095 DM 1975 E Victory Road, Meridian, ID 83642 Partners O 2815 E 3300 S, Salt Lake City, UT 84109 CP SHEET INDEX (801) 305-4670 wvvw.edmpartners.com SHEET NUMBER TITLE ti F �9l C-1 .0 COVER SHEET o °o e�Gcycq mTFFT1 �ql C-1 .1 NOTES E VICTORY RD it C-2 SITE PLAN 0 E FATHOM ST ���F C-3 MASTER UTILITY PLAN D �� DEVELOPER: TEAKWOOD C-4.0 DRAINAGE PLAN SUBDIVISION C-4.1 DRAINAGE DETAILS OPMEW C-4.2 SITE GRADING PLAN SITE SITE LOCATION — — —\ BLOCK 1 C-5.0 ROADWAY IMPROVEMENT PLAN - SPRINGLOYD ST s 1831 E. Overland Rd Jarron Langston - \ C-5.1 ROADWAY IMPROVEMENT PLAN TAMAYO PL 777 Meridian, ID 83642 208-724-6239 NOTES: C-6.0 SEWER IMPROVEMENT PLAN - SPRINGLOYD ST9 1. This drawing is considered preliminary unless �• C-6.1 SEWER IMPROVEMENT PLAN - TAMAYO PL o affixed with a municipal approval or accompanied by a separate approval document. 2. All sanitary sewer improvements shall conform \ C-7 WATER IMPROVEMENT PLAN with the standards and specifications of the o E PALERMO DR �P� City of Meridian. C-8 IRRIGATION IMPROVEMENT PLAN CP 3. All culinary water improvements shall conform with the standards and specifications of the City of Meridian. 4. All improvements in the public right of way E. SPRINGLOYD ST. Zoninp, Information 2�� shall conform with the standards and Current Zoning: RUT �F specifications of the Ada County Highway M Proposed Zoning: R-8 �, District (ACHD) and the Idaho Standards For FFPublic Works Construction-ACHD Supplement Dimensional Requirements (ISPWC-ACHD). Minimum Property Area: 4,000-ft2 5. All private improvements shall conform to Idaho \ Minimum Street Frontage: 40-ft VICINITY MAP Standards For Public Works Construction Setbacks MERIDIAN, ID (ISPWC) standards and specifications. \ Front (to Garage): 20-ft SCALE: 1" = 500' 6. Contractor to field locate and verify the 18 \ \ Front (to Living Area): 10-ft horizontal and vertical location of all utilities \ Interior Side: 5-ft prior to beginning work. Rear: 12-ft LEGEND (SS) SDR 35 PVC SANITARY SEWER ss EXISTING SANITARY SEWER O & ® SANITARY SEWER MANHOLE PROPOSED SEWER SERVICE 01 ly�< W W — PVC C-900 WATER LINE (w( (W) EXISTING WATER LINE 9l �— WATER SERVICE, SINGLE Et DOUBLE LU D4 + 3. WATER VALVE,TEE Et BEND 16 a BLOCK 2 FIRE HYDRANT a p EXISTING FIRE HYDRANT Q Q (lr) EXISTING GRAVITY IRRIGATION(GI)LINE H p Z EXISTING PRESS. IRRIGATION (PI)LINE O N \ o 4 Y 0 15 C-900 PVC PRESS. IRRIGATION (PI)LINE w V,m UTILITY REPRESENTATIVE PHONE NUMBER PI SERVICE BMETER � D4 o p PI VALVE,TEE a BEND GAS INTERMOUNTAIN GAS (208)377-6839 PROPOSED STREET LIGHT BLOCK 2 ELECTRICITY IDAHO POWER (208)388-6320 (0"( (oCa3-- EXISTING OVERHEAD UTILITY 14 ASTM 3034D PVC STORM DRAIN TELEPHONE CENTURYLINK (208)385-2144 _ _ _ _ _ _ _ . EXISTING STORM DRAIN - SEWER MERIDIAN PUBLIC WORKS (208)887-1297 ® e ® SDCOMBOBOX, CBEtCO 99 PROPOSED STORM WATER WATER MERIDIAN PUBLIC WORKS (208)887-1297 SAND&GREASE TRAP PROPOSED STORM SEEPAGE BED ONAL FiyG/ \ 13 O ROADS ADA COUNTY HIGHWAY DISTRICT (208)454-8135 0 PROPOSED GROUNDWATER OBSERVATION WELL \ r IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT (208)388-6346 - — — — — — — — - 14176 EXISTING MAJOR CONTOUR FIRE MERIDIAN FIRE DEPARTMENT (208)888-1234 — — — — — — - EXISTING MINOR CONTOUR � N��/8/24P�0�� � of PROPOSED MAJOR CONTOUR �R F\ O R . PROPOSED MINOR CONTOUR � 12 - Millwood Subdivision b \ m Cover Sheet 11 ran y PROJECT: PROJECT# � r DRAWN BY: KMW REVIEWED BY: ERB a 10 O CALL BEFORE YOU DIG REVISIONS: No. DATE REMARKS CALL DIGLINE INC. ® Knowwhat'sbelow, PRIOR TO COMMENCING UNDERGROUND WORK OWNER SURVEYOR: a Call before you dig.7 (208) 342 1585 MERIDIAN CITY APPROVAL O EPIC DEVELOPMENT JJ HOWARD SURVEYING TUSCANY LAKES 1831 E.OVERLAND RD 5983 W.STATE ST.SUITE D MERIDIAN,ID 83642 BOISE,IDAHO 83703 o SUBDIVISION NO. 2 (208) 724-6239 (208) 846-8937 CONTACT:JARRON LANGSTON CONTACT:ERIC HOWARD,PLS a ACHD COMPLIANCE DATE: mom THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ARCHITECT: CIVIL/SITE ENGINEER: March 8, 2024 SITE MAP _ CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. w ARCHITECTURE DESIGNS PLUS EDM PARTNERS THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN 1831 E.OVERLAND RD PO BOX 6925 SHEET NUMBER: 40 THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING MERIDIAN,ID 83642 BOISE,ID 83707 VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE. CONTACT:08)35334 CONTACT: 8 BURKE,PE i (A)GLENN WALKER,AIA C �100 U CITY OF MERIDIAN STANDARD NOTES (REV. 2018) ADA COUNTY HIGHWAY DISTRICT NOTES 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE LATEST GENERAL EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR APPROVED IN WRITING BY THE DISTRICT. DM PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR CONCRETE CURB, GUTTERS, SIDEWALK, OR OTHER STREET IMPROVEMENTS. Partners THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT{ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN THE SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE PAVEMENT SECTION SHOWN 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS GREATER. 2815 E 3300 S, Salt Lake City, UT 84109 OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLIE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT (801) 305-4670 wvvw.edmpartners.com CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' SITUATION RESOLVED. 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND APPROVED 3. THE CONTRACTOR SHAUL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. THROUGH INSPECTION SERVICES OF ACHD (208-387-6284) PRIOR TO INITIATING ANY CONSTRUCTION. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE CONSTRUCTION CONFERENCE PRIOR 6. TO START OF WORK. LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD WAY CONSTRUCTION, AND CONCRETE 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. PERMIT THROUGH ACHD INSPECTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AN INSPECTION, REQUESTED 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR THROUGH ACHD CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF TWENTY-FOUR (24) HOURS PRIOR TO CONSTRUCTIONSTARTING. MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL g, UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRICTION NOTE N0. 1. DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 208-387-6258 (WITH FILE NUMBERS) FOR DETAILS. DEVELOPER: ACHD INSPECTION STALL WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR 9. STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 10. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO -� RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE DEVELOPMENT CONSTRUCTION PLANS. COMPACTION TESTS. 10. ANY DEVIATION FORM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 11. FOR SUBDIVISION SIGN INSTALLATION, OUTSIDE INSTALLERS MOST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE PRIOR TO CONSTRUCTION. RIGHT-OF-WAY PERMIT. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH 1831 E. Overland Rd Jarron Langston FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS POLICY AND EXISTING PAVEMENT MARKINGS. Meridian, ID 83642 208-724-6239 FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FORM THE CITY ENGINEER. 13. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE YEAR MORATORIUM. A WRITTEN REQUEST MUST BE REDIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT CUT REVIEW COMMITTEE. NOTES: ROADWAY 14. BRASS PLUGS SHALL BE PLACED AS RIGHT-OF-WAY MARKERS IN AREAS WHERE THE SIDEWALK IS OVERLAPPED BY THE 1. This drawing is considered preliminary unless RIGHT-OF-WAY. BRASS PLUGS MUST BE USED IN LIEU OF REBAR PINS. BRASS PLUGS MUST BE PLACED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. affixed with a municipal approval or 1. CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR 924) HOURS PRIOR TO ANY CONSTRUCTION. accompanied by a separate approval document. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PRESSURIZED IRRIGATION 2. All sanitary sewer improvements shall conform 1. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING with the standards and specifications of the WATER CONSTRUCTED. City of Meridian. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 3. All culinary water improvements shall conform 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY with the standards and specifications of the WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. City of Meridian. GENERAL CONSTRUCTION NOTE NO. 1. 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS, AND TRAVELWAYS WITH PRESSURE IRRIGATION 4. All improvements in the public right of way 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS {SANITARY SEWER, STORM DRAIN, AT A MAXIMUM DEPTH OF TWO-AND-ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE shall conform with the standards and AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. specifications of the Ada County Highway NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, District (ACHD) and the Idaho Standards For SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND Public Works Construction-ACHD Supplement {IDAPA 58,01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES {IDAPA 58.01.16). NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING (ISPWC-ACHD). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 5. All private improvements shall conform to Idaho BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Standards For Public Works Construction CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL (ISPWC) standards and specifications. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS {IDAPA 58.01 .08) AND BE A MINIMUM OF SIX () FEET, WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 6. Contractor to field locate and verify the SECTION 430.02 OF THE WASTEWATER RULES {IDAPA 58.01 .16). WITH LESS AND EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE horizontal and vertical location of all utilities 4. PLACE WATER SERVICE LINES IN A TWO {2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF prior to beginning work. TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE WASTEWATER RULES (IDAPA 58.01.16). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE WORDS DANGER - UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN PUBLIC WORKS INSPECTOR. SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER - UNSAFE WATER OR SEWER NON-POTABLE WATER. 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES {IDAPA 58.01 .16) AS NON-POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. RIGHT-OF-WAY, PRIVATE ROADWAYS, AND TRAVELWAYS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS {SANITARY SEWER, STORM DRAIN, 9. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING ADVANCE NOTICE IS REQUIRED. SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN {18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS {IDAPA 58.01.08) ANO SECTION 430.02 OF THE WASTEWATER RULES {IDAPA 58.01 .16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY[I.E., SEEPAGE BEDS, DRAINAGE SWALES). PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFILL PREVENTION IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DRAINAGE 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS ONAL F DEPARTMENT. STFR 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS 14176 CONTINGENT UPON INSPECTION. cP 3/8/24 O 4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. r 44/ CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN T OF SEASONAL HIGH 4�'G9TF OF 0 GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. �'4'O R . 0J STREET LIGHTING 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE Millwood MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT Subdivision HTTPS•//CITIZENPORTAL.MERIDIANCIJY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. g 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE -o AND ASSOCIATED WIRING. Notes 0 4. STREET LIGHT BASES SHALL BE LOCATED 1 O' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER z METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET PROJECT: PROJECT# TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR DRAWN BY: KMW TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY REVIEWED BY: ERB Q CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. REVISIONS:No. DATE REMARKS 0 U ;C -O O O .3 k O A Q DATE: a March 8, 2024 w SHEET NUMBER: C �i is 1 U INSTALL KNOCK-OVER BOLLARDS 30' BACK FROM RIGHT-OF-WAY. COORDINATE WITH MERIDIAN CITY FIRE / SO' 01' 15"W 302.24' DM 4 DEPARTMENT �/ - - - - - - Partners - - - - - - - - - - - - - - - - - - O�� / �® o I \V / O��L� 2815 E 3300 S, Salt Lake City, UT 84109 - - - - -w 30.00' Z (801) 305-4670 wvvw.edmpartners.com II - - - - - � �� � J DRIVEWAY PAD UNPLATTED / vv 8 SCALE: 1" = 30' 0 15 30 60 90 EXISTING STRUCTURE // \ TO BE PROTECTED // DEVELOPER: \ / Rzi oo S \ z 20 00 TEMPORARY FIRE ACCESS GRAVEL ROAD. SEE PAVEMENT SECTION. UPON FUTURE 'C)` RO ACCESS WILL EXTENSION BE REMOVEDYANDATHE QVEL `,\(,`\ / DEVELOPMENT STREET SECTION WILL BE CONTINUED. \ / O / �Q ���� \ 0o ? \ 6F Cs EXISTING FENCE TO REMAIN 1831 E. Overland Rd Jarron Langston J P / �s \ a Meridian, ID 83642 208-724-6239 INSTALL END OF ROAD SIGN PER \\ - ISPWC-ACHD SD-1132A. INSTALL 2 TYPE III BARRICADE PER ACHD VA COMMON LOT \\ / i 2.00' (TBC) NOTES: / SD-1132B LABELED"THIS STREET \ / 3 DRIVEWAY PAD. LOT 10 DRIVEWAY IS 1. This drawing is considered preliminary unless TO BE EXTENDED IN THE FUTURE." BLOCK 2 / R1 50' (FOC) PROHIBITED FROM CONNECTING TO O TYPE III BARRICADES SHALL BE 1 O \ R13.50' (FOC) a, affixed with a municipal approval or �/ THE PRIVATE DRIVEWAY / THICKENED EDGE ALUMINUM WITH / ' O �� accompanied by a separate approval document. 6"WIDE REFLECTIVE RED/WHITE 0 2. All sanitary sewer improvements shall conform / DIAGONAL DECALS. 29 00' o with the standards and specifications of the INSTALL COORDINATE SIGN PER ACHD TS-1109.03 AND O `.r INSTALL TYPE II BARRICADE PER TS-1114.03 EXISTING FENCE PROPOSED�_ N City of Meridian. ISPWC-ACHD SD-1132A FOR TO BE REMOVED FIRE HYDRANT O 3. All culinary water improvements shall conform CANAL PATHWAY SIDEWALK TERMINUS. SEE SECTION DETAIL,THIS SHEET / / 7.00' ITBC) n N with the standards and specifications of the / R26.00'(TBC) R13.50'( OC) `'' City of Meridian. PROPOSED FIRE I ADA RAMP PER Z 4. All improvements in the public right of wa HYDRANT ISPWC-ACHD P P Y SD-712G (TYP.)Et L5.00'(TYP.) R26.00'(TBC) shall conform with the standards and TRUNCATED PER ISPWC SD-712 W S. TAMAYO PLACE N specifications of the Ada County Highway �,4 _ W _ District (ACHD) and the Idaho Standards For Public Works Construction-ACHD Supplement / ADA RAMP PER J (ISPWC ACHD). / � � INSTALL VALLEY GUTTER o��\ � m pp O ISPWC ACHD PER ISPWC SD-708 2.00' 6 SD-712G (TYP.) Et + 5. All private improvements shall conform to Idaho TRUNCATED DOMES lV / PER ISPWC SD-712 0 w R13.50' (FOC) Standards For Public Works Construction (ISPWC) standards and specifications. INSTALL STREET LIGHT PER 2 6. Contractor to field locate and verify the 11,, INSTALL STREET LIGHT EXISTING STRUCTURE TO/� MERIDIAN SUPPLEMENT T1 (TYP.) Q horizontal and vertical location of all utilities /O - I ���b� � 3 L- � BE RELOCATED \ , �CJ� prior to beginning work. 1 -1 F EXISTING STRUCTURE AND F47�00' FENCE TO BE RELOCATED � TOT LOT O� B BLOCK 2 LOCK 1 oL - - - - - - �. J CONTRACTOR TO COORDINATE TOT LOT EXISTING FENCE TO BE (:5SPECIFICATIONS WITH OWNER AT TIME Z REMOVED AND REPLACED OF CONSTRUCTION. SEE LANDSCAPE / p[ AT THE PROPERTY LINE. COMMON LOT PLAN FOR ADDITIONAL INFORMATION. �- SEE LANDSCAPE PLAN. N PRIVATE DRIVE cn X\ --- g w _L� "- -- 33 00' 97.26' SO' 01' 30"E 718.44' \ \ 8'TRAIL. SEE DETAIL THIS SHEET. \ X 10'CURB TRANSITION TEAKWOOD SUBDIVISION / CONTRACTOR TO COORDINATE EXACT \ CONNECTION TO TEAK COMMON LOT \ \ III / WITH TEAKWOOD HOA. \ III I III I 7 I I III / STREET LIGHTING NOTE: 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 20.0' PAVEMENT 1. THE EXISTING HOUSE AT BLOCK 2 LOT 5 IS VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, PROHIBITED FROM CONNECTING DRIVEWAY TO AND THE NATIONAL ELECTRIC CODE. LEGEND SLOPE VARIES (SEE SHEET C-4.0) 4" DECOMPOSED GRANITE_ PRIVATE DRIVE. LOT 5 DRIVEWAY MUST CONNECT 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. __ TO TAMAYO PLACE. USE THE ONLINE CITIZEN PORTAL PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN (SS) (SS - sDR 35 PVC SANITARY SEWER (GREY) OVER 4" BASE COURSE 8.0' PORTAL AT https://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT ss ss EXISTING SANITARY SEWER Zoning Information AND REQUEST INSPECTIONS. \ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, ® SANITARY SEWER MANHOLE \ Current Zoning: RUT BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. Proposed Zoning: R-8 4. STREET LIGHT BASES SHALL BE LOCATED TEN (10) FEET MINIMUM FROM TREES FIVE (5) ONAL PROPOSED SEWER SERVICE FEET MINIMUM FROM FIRE HYDRANTS AND TWO (2) FEET MINIMUM FROM WATER METERS. F1.4 PRIVATE DRIVE SECTION TRAIL SECTION DETAIL Dimensional Requirements w PVC C-900 WATER LINE NOT TO SCALE NOT TO SCALE z 5. KEEP ACCURATE NOTES FOR CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A F p Minimum Property Area: 4,000-ft REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL c<1, M EXISTING WATER LINE Minimum Street Frontage: 40-ft PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR 14176 20.0' Setbacks TO REQUESTING FINAL INSPECTION. N� 3/8/24 0 � WATER SERVICE,SINGLE 8 DOUBLE PARCEL WIDTH Front (to Garage): 20-ft 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR OWNER �TF 001 10.0' QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 20.0' GRAVEL D4 + 3 WATER VALVE,TEE Et BEND 3.0' 2.0' 2.0' 3.0' Front (to Living Area): 10-ft 9 of J Rp � CLEAR LEA CLEAR CLEAR Interior Side: 5-ft 7. FOR SUBDIVISION SIGN INSTALLATION: OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD EPIC DEVELOPMENT R . FIRE HYDRANT 1831 E.OVERLAND RD Rear: 12 ft AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. MERIDIAN,ID 83642 �- 2% CROSS SLOPE EXISTING FIRE HYDRANT Mill f- SLOPE VARIES (SEE SHEET C 4.0) (208) 724-6239 CONTACT:JARRON LANGSTON wood (ir) EXISTING GRAVITY IRRIGATION(GI)LINE _ �?Y i �\ VY EXISTING PRESS. IRRIGATION (PI)LINE 3" CLASS "C"ASPHALT PAVING ARCHITECT. %. NOTE: PAVEMENT SECTION TABLE ARCHITECTURE DESIGNS PLUS Subdivision 3 C 900 PVC PRESS. IRRIGATION(PI)LINE 6"AGGREGATE BASE 1• PATHWAY TO COMPLY WITH 1831 E.OVERLAND RD GEOTEXTILE FABRIC MERIDIAN PATHWAYS PAVEMENT SECTION COMPONENT ROADWAY SECTION GRAVEL ROAD MERIDIAN,ID 83642 Site Plan PI SERVICE 8 METER CANAL PATHWAY } (208)353-0734 EMERGENCY ACCESS SECTION UNDISTURBED EARTH MASTER PLAN, SECTION 3, CONTACT: Et MAP PATTERN Pa PI VALVE,TEE BEND NOT TO SCALE SECTION DETAIL AND FIGURE 3-2. BUILDABLE AREA (A)GLENN WALKER,AIA PROPOSED STREET LIGHT PROJECT: PROJECT# N NOT TO SCALE AREA APSHALTIC CONCRETE 2.5" N/A V ct CRUSHED AGGREGATE BASE 4.0" s.o" SURVEYOR: DRAWN BY: KMW (oh) to� EXISTING OVERHEAD UTILITY 3 i 5.00' 5.00' 15' REVIEWED BY: ERB STRUCTURAL SUBBASE 10.0" 10.0" JJ HOWARD SURVEYING A ASTM 3034D PVC STORM DRAIN 47.0' ROW 5'001 5983 W. STATE ST. SUITE D REVISIONS: - - - - - - - - EXISTING STORM DRAIN s ° COMPACTED SUBGRADE NOT REQUIRED NOT REQUIRED BOIS(208) 46-89DAHO 83703 No. DATE REMARKS o � (208) 846-8937 2.0' BUFFER 5.0' 2.0' 29.0' PAVEMENT 2.0' 5.0' 2.0' BUFFER CONTACT: ERIC HOWARD, PLS ® 9 ® SD COMBOBOX,CB e Co SIDEWALK CEtG C&G SIDEWALK s PROPOSED STORM WATER A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY CIVI USITE ENGINEER: a SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. $ SAND Et GREASE TRAP f- 2.00% CCO A C G 0 C CA 2 2 2.00% -H• s 5 PREPARED BY ATLAS TECHNICALORT(MAY 1, 022)AND ADDENDUM(AUGUST EDM PARTNERS PROPOSED STORM SEEPAGE BED / 02 ) 2209 gCONSULTANTS. - IN RD N E WITH THE E TE HNI L REP ............. \ .::... > \ o o B 1 PPO BOX 6925 i PROPOSED GROUNDWATER \�� N N BOISE,ID 83707 o OBSERVATION WELL �% MATERIAL SPECIFICATIONS: \ \ ASPHALTIC CONCRETE:ASPHALT MIX SHALL BE SP-3,0.50-INCH(1/2")MIX,PG 58-28. MATERIALS SHALL BE (208)891-9968 - - - - - - - - - EXISTING MAJOR CONTOUR ��� 3' ROLLED CURB PER ACHD 5'CONCRETE SIDEWALK\ s CONTACT:TED BURKE, PE SUPPLEMENTAL STANDARD PER ACHD SUPPLEMENTAL\� 1� y " •' ° CO STR CTION.RDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY DATE: A - - - - - - - EXISTING MINOR CONTOUR DRAWINGS SD-702 STANDARD DRAWING SD-709 G EOTEC H N I CAL ENGINEER: March 8, 2024 AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE W PROPOSED MAJOR CONTOUR MATERIALS. ATLAS TECHNICAL CONSULTANTS, LLC SHEET NUMBER: TYPICAL SINGLE FAMILY SETBACK DETAIL STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS 2791 SOUTH VICTORY VIEW WAY PROPOSED MINOR CONTOUR DETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT THAT THE STREET ROAD SECTION NOT TO SCALE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN j THE COMPONENT THICKNESS. BOISE,ID 83709 NOT TO SCALE GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801, (208) 376 4748 - TABLE 1. CONTACT: ASALOVE C2 C.7 - - - - - - - - - - - - - - - - - - - - - / �.�C. Id Id Id Id DM / p INSTALL 935 LF 6"CL200 PVC PRESSURE IRRIGATION LINE 2815 E 3300 S, Salt Lake City, UT 84109 ( )- - - - (--hF- - - - - - poi)- - - ( � - - - �o� - - - - - (oh) - - - - - - (oh) (oh) (oh)T. oh) 4oh) - (oh ) P OTj — — 0 — — — — — — — — /` / INSTALL PRESSURE IRRIGATION 801 305-4670 www.edm artners.com / \ SERVICE LINE Et METER(TYP) 3/4"SINGLE WATER / SERVICE PER MERIDIAN X, STD DWG W1 SCALE: 1" = 30' // \ O G \ 0 15 30 60 90 <1 / DEVELOPER: uj 2 DEVELOPMENT INSTALL 6"PRESSURE \ \ / IRRIGATION GATE VALVE / \ \ 4"SS LATERAL o� `\ �1,1O (TYP.) 1831 E. Overland Rd Jarron Langston \ ti1 \\ Meridian, ID 83642 208-724-6239 00 X\ INSTALL 58 LF 6"CL200 PVC PRESSURE \ NOTES: IRRIGATION LINE w/ 50 LF OF 10"SLEEVE O \ \ / INSTALL PRESSURE IRRIGATION SERVICE / \ Wit'"t• %s � \ / LINE Et (TYP) 1. This drawing is considered preliminary unless INSTALL 2"TEMPORARY 1 ri't,u ,� BLOCK 2 affixed with a municipal approval or (.� ..� i LOWOFF .3 3, \ a accompanied by a separate approval document. INSTALL 14 LF 8"C900 f fry 1 2. All sanitary sewer improvements shall conform / PVC WATER MAIN �i �.':?�5� ,,�X�'us!' INSTALL FIRE HYDRANT ASSEMBLY \ with the standards and specifications of the INSTALL 6"PRESSURE t1r�•X�-'� \ p IRRIGATION GATE VALVE \ City of Meridian. INSTALL 371 LF 8" 3. All culinary water improvements shall conform C900 PVC WATER MAIN 4.00 with the standards and specifications of the 0 0 qP a Q INSTALL FIRE J •a �. d v.. a s a a 2 4 f me h f City o Meridian • ` - a All improvements nts in the public right o wa / / HYDRANT ASSEMBLY m shall conform with the standards and y L INSTALL 37 LF 8"C900 M M M M M M M M M ih specifications of the Ada Count Highway /Q� a PVC WATER MAIN 1 MH-2 2 2 S. TAMAYO PLACE MH 5 2 MH 1 District (ACHD) and the Idaho Standards For g Public Works Construction-ACHD Supplement / +a $S $$ S 8"SDR 35 SS $$ $S $$ 2 `� $$ 8"SDR 35 SS $$ (ISPWC ACHD). / / O INSTALL 125 LF 8" qh 2 1 2 _ 5. All private improvements shall conform to Idaho C900 PVC WATER MAIN gq. a. °, .... .. a .a, Standards For Public Works Construction 0 (ISPWC) standards and specifications. INSTALL 216 LF 6"CL200 PVC ® 6. Contractor to field locate and verify the PRESSURE IRRIGATION LINE 3.49 f INSTALL WATER II 4"SS LATERAL I \ \ horizontal and vertical location of all utilities N SERVICE SLEEVE- — J 3/4"DOUBLE WATER (TYP.) \ prior to beginning work. / / O 4"SS LATERAL/ N INSTALL SEWER/ 3 16.75 � - SEE UTILITY SERVICE PER MERIDIAN 2 (TYP.) I SERVICE SLEEVE. ®® SERVICES NOTE#1 SEE UTILITY STD DWG W1 (TYP.)ISI I 30'x40' I \ 3/4"SINGLE WATER SERVICES NOTE#1 I TOT LOT \ p� BLOCK 1 SERVICE PER MERIDIAN BLOCK 2 / STD DWG W1 (TYP.) °' H N 18 17 16 15 14 13 12 Q� p\�L� O L L - - - - - - J O LA 11 Z v�oo IRRIGATION SERVICE TO CII CONNECT TO EXISTING to INSTALL SEWER PRESSURE IRRIGATION REMOVE BLOW OFF SERVICE SLEEVE. NEAR REAR LOT LINE, w AND CONNECT TO SEE UTILITY TYPICAL LOTS 12-18 EX. 8"WATER MAIN SERVICES NOTE#1 • v \ \ EX. IRMHA1 (1 ) (ir) (ir) (ice— _ it p j)1 (ir \ \ EX. 12"PVC IRRG( 1 .:v (�,) INSTALL 6"PRESSURE \ CONNECT TO EX. 6" I I I \ / IRRIGATION GATE VALVE \ PRESSURE IRRIGATION MAIN EXISTING 6"PRESSURE I EXISTING 6"PRESSURE \ Q IRRIGATION MAIN I III I III I EX. IRMH-10 \ / IRRIGATION MAIN " EX. MH 6 EXISTING 12'GRAVITY 3 ' III IRRIGATION LINE / III I W III I � / III N III LEGEND UTILITY CROSSING KEYNOTES STREET LIGHTING (ss) (ss) SDR 35 PVC SANITARY SEWER 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. UTILITY REPRESENTATIVE PHONE NUMBER SS ss EXISTING SANITARY SEWER UTILITY MAIN/MAIN CROSSING.MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN POTABLE WATER AND NON-POTABLE PIPELINES(SEWER, STORM DRAIN, IRRIGATION, PORTAL PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT ® SANITARY SEWER MANHOLE AMENITY, ETC.). ALL POTABLE/NON-POTABLE CROSSINGS SHALL BE CONSTRUCTED IN https://citizenportal.meridiancity.org/CitizenAccess/TO OPEN A PERMIT AND REQUEST INSPECTIONS. ACCORDANCE WITH ISPWC SD-407.THE HORIZONTAL SEPARATION OF POTABLE WATER AND 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL,AND FOR GAS INTERMOUNTAIN GAS (208)377-6839 ANAL PROPOSED SEWER SERVICE SEWER MAINS SHALL BE A MINIMUM OF TEN (10)FEET FROM PIPE EDGE TO PIPE EDGE AS THE POLE AND ASSOCIATED WIRING. FNG, O SHOWN IN ISPWC SD-407.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND 4. STREET LIGHT BASES SHALL BE LOCATED TEN (10) FEET MINIMUM FROM TREES, FIVE(5)FEET MINIMUM FROM FIRE E /A 1 NON-POTABLE WATER MAINS(SANITARY SEWER, STORM DRAIN,AND IRRIGATION)SHALL BE HYDRANTS,AND TWO(2)FEET MINIMUM FROM WATER METERS. ELECTRICITY IDAHO POWER (208)388-6320 F0 w w PVC C-900 WATER LINE O � A MINIMUM OF TEN (10) FEET. WHERE NECESSARY FOR A POTABLE WATER MAIN AND A 5. KEEP ACCURATE NOTES FOR CONDUIT AND JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS BUILT DRAWING (w) w) EXISTING WATER LINE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN TELEPHONE CENTU RYLI NK (208)385-2144 14176 SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. (P 3/8/2 4 O 9 WATER SERVICE,SINGLE Et DOUBLE 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR QUESTIONS REGARDING sT r 44/ WATER VALVE,TEE Et BEND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. SEWER MERIDIAN PUBLIC WORKS (208)887-1297 4 F OF\ Q� 7. FOR SUBDIVISION SIGN INSTALLATION: OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 9 J UTILITY MAIN/SERVICE CROSSING. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF NO-CHARGE RIGHT-OF-WAY PERMIT. R FIRE HYDRANT THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, WATER MERIDIAN PUBLIC WOKS (208)887-1297 AMENITY, ETC.).THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE EXISTING FIRE HYDRANT WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF TEN (10) FEET. 2 WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND A NON-POTABLE WATER MAIN TO ROADS ADA COUNTY HIGHWAY DISTRICT (208)454-8135 Millwood (lr) EXISTING GRAVITY IRRIGATION(GI)LINE CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT (208)388-6346 EXISTING PRESS. IRRIGATION(PI)LINE WASTEWATER RULES(IDAPA 58.01.16). FIRE MERIDIAN FIRE DEPARTMENT (208)888-1234 Subdivision a� C-900 PVC PRESS. IRRIGATION(PI)LINE � 0 PI SERVICE Et METER Master Utility Plan PRESSURE IRRIGATION NOTES: UTILITY SERVICES NOTES: ua PI VALVE,TEE Et BEND 1. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED AND MAINTAINED BY THE MILLWOOD SUBDIVISION 1. DRAINAGE CONTRACTOR SHALL INSTALL 2"SCH 80 WATER CLASS PIPE CONDUITS, PER ACHD STORMWATER DESIGN `? HOME OWNER'S ASSOCIATION. GUIDELINES DETAIL 07,THROUGH STORMWATER RETENTION SYSTEM FOR WATER SERVICES, UNDERGROUND U PROPOSED STREET LIGHT POWER LINES,GAS LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED IN 6'.DIA. SCH 80 PIPE PROJECT: PROJECT# 2. PI SOURCE WILL BE CONNECTION TO TEAKWOOD SUBDIVISION PRESSURE IRRIGATION SYSTEM. THROUGH STORMWATER RETENTION SYSTEM. THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINED DRAWN BY: KMW (on) oR1C� EXISTING OVERHEAD UTILITY CONNECTIONS TO TEAKWOOD SYSTEM TO BE NEAR BLOCK 1 LOT 1 AND BLOCK 2 LOT 12. CONNECTIONS WILL BE TO SYSTEM IN RICHARDSON STREET IN TEAKWOOD SUBDIVISION, PHASE 1. AT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER. REVIEWED BY: ERB ASTM 3034D PVC STORM DRAIN 3. ALL PI PIPE SHALL BE LAID TO"GRADE TO DRAIN". SET AIR RELEASE VALVE AT'HIGH POINT'AND DRAIN AT a 'LOW POINT'. REVISIONS: 0 - — — — — — — EXISTING STORM DRAIN No. DATE REMARKS U ® B SD COMBOBOX,CB Et CO o PROPOSED STORM WATER SAND Et GREASE TRAP PROPOSED STORM SEEPAGE BED x • PROPOSED GROUNDWATER OBSERVATION WELL A — — — — — — — — — EXISTING MAJOR CONTOUR DATE: A — — — — — — — EXISTING MINOR CONTOUR March 8, 2024 W PROPOSED MAJOR CONTOUR SHEET NUMBER: PROPOSED MINOR CONTOUR m C.7 DM Partners 2815 E 3300 S Salt Lake City UT 84109 (266�� \ - O/ / / / / (801) 305-4670 www.edmpartners.com 0.3% / SCALE: 1" = 30' 0 15 30 60 90 <1 // 0.6% DEVELOPER: LLI o s '. - 1831 E. Overland Rd Jarron Langston / a O (2657)_ _ o \ \� / \ // / \\ ti�oo \ / / / Meridian, ID 83642 208-724-6239 INFILTRATION 1000 GAL. SGT 3, bc�I \ d / / / NOTES: SAND a GREASE TRAP I \ / �BASIN,SEE PER DETAIL. SEE SHEET C-4.1 - - -( 656 GEOTECHNICAL f :SHEET C 4.1 ) - - - \ 1. This drawing is considered preliminary unless * Q25:1.92,Q100:2.69 BLOCK 2 / /` // � P Y \ +..:% // affixed with a municipal approval or - / Ge` _ TEST PIT"TPA 3" s RIM:2656.11 \ _ / / accompanied by a separate approval document. - ,/ � / / GROUNDWATER: 5.7'BGS `?� 1 FL IN: 2653.21 15"(W) _ - - FL OUT: 2652.26 15"(E) INV OUT: 2652.12- -(2655 , l // 2. All sanitary sewer improvements shall conform _T L.�11 N 1 SD-14, CATCH BASIN ) 1 a. / 8.85 LF OF 15"PVC PER ACHD SD 604A > // with the standards and specifications of the SD @ 1.58% Q25:1.92, Q100:2.69 2657 \\ / / City of Meridian. TBC:2655.97 \ \ / // \ \ 3. All culinary water improvements shall conform 8.44 LF OF 15"PVC RIM: 2655.70 MONITORING WELL, \ / / SD @ 0.91% FL OUT: 2653.29 15"(E) PER ISPWC SD-627 with the standards and specifications of the SD-10,CATCH BASIN 16 ° °. 4 . s� y . D-7, CATCH BASIN _ .,. � a . . >° a :2 // / City of MeridianPER ACHD SD-604A °25:0.39 100:0.55I PER ACHD SD-604A All improvements in the public right of way //j / / Q Q 1000 GAL. SGT-1, / shall conform with the standards and TBC: 2656.73 16s. Q25:0.91, Q100:1.27 GEOTECHNICAL \ o \ h�/ / / / STA 5+05.37, 20.00'LT. 6 TBC: 2655.97 TEST PIT"TPA-2" TAMAYO PLACE r�; 2657 Oj( specifications of the Ada County Highway RIM: 2656.46 / 0.3% / / �/ / RIM:2656.04 RIM: 2655.70 GROUNDWATER: 5.8'BGS \ \ District ACHD and the Idaho Standards For / / / FL OUT: 2652.89 12"(S) FL IN:2652.98 15"(E) - FL OUT:2652.98 15" (W) - - -� - - o v. / / (ACHD) GEOTECHNICAL FL OUT: 2652.03 18" (S) 0 5� \ o ^e // Public Works Construction ACHD Supplement TEST PIT"TP 1" 4.75 LF OF 15" /� MONITORING WELL, I o + N /// (ISPWC-ACHD). O GROUNDWATER: 14.8'BGS PVC SD C�0.06% 6S PER ISPWC SD 627 / 1 a // 5. All private improvements shall conform to Idaho 35.27 LF OF a� � o. �� I I 50% o 95.00 LF OF 18"PERFORATED a , . / / Standards For Public Works Construction SD-20, STANDARD MANHOLE -1 I nl o _Ln PVC SD 0.00% ., ... : '.... .. a .. a> // PER ACHD SD-611., ° / (ISPWC) standards and specifications. Q25:0.39, Q100:0.55 ion o SEEPAGE BED SB 1, / \ / // 6. Contractor to field locate and verify the TBC/RIM: 2656.48_5.00 LF OF 12"PVC LLI :N > SEE SHEET C-4.1 \ // \ FL IN: 2652.71 12"(N) o a 105.00' _ - - - GEOTECHNICAL // \ horizontal and vertical location of all utilities FL OUT: 2652.71 12"(W) SD @ 2.00/ M o 14.00 LF OF 18"PVC 2657 / TEST PIT"TP-2" \ / \ prior to beginning work. SD-8, CATCH BASIN) N ,� SEEPAGE BED SB-2, SD C 0.00% / / GROUNDWATER: 5.7'BGS PER ACHD SD-604A } s SEE SHEET C-4.1 Q25:0.12, Q100:0.16 I i N TBC: 2657.14 J 8.48 LF OF 18"PVC BL 2 b53`GLOCK 1 RIM: 2656.87 SD @ 0.00% _ o / l� FL OUT: 2652.48 12"(S) LU }o }o o N N 16 N 13I2L, GEOTECHNICAL1000 GAL. SGT4of SAND Et GREASE TRAP s Ta, o S " I N PER DETAIL. SEE SHEET C-4.1 .Lo a 4'B o GROUNDWATER: 5. GS 2 2 Q25:0.51, Q100:0.71 0% ai : N (2653)RIM:2657.02- a I _ \\�65FL IN: 2652.38 12"(E)- o a 2658o T FL IN: 2652.38 12" (N) � (2653) 2658 0.1% 0FL OUT: 2651.43 18 (W) / 2657 �/ / � II - - - - � 6541 556 26 \ - - - - 77:52656 \ \ MONITORING WELL, - - 14.50' PER ISPWC SD-627 a MONITORING WELL, / I I PER ISPWC SD 627 III I CONNECT TO III EXISTING ROAD \ / III I I III Soil Infiltration Classification C Bottom of Seepage Bed: GP/GP-GC Geotech Reports: Victory Meadows Subdivision. May 31, 2022. Atlas Report #13220951g. Victory Meadow Subdivision, Addendum #1 - Pavement Recommendations. August 24, ONAL FNc, 2024. Atlas Report #6220951 g. Victory Meadow Subdivision, Addendum #2 - Infiltration Testing. March 1, 2024. Atlas Report #13220951 g. 14176 N� 3/8/24 �O 44/ NOTES: E of 1 . PRIOR TO CONSTRUCTION OF INFILTRATION BASIN, CONTRACTOR TO DIG TEST PIT AT R THE CENTER OF THE PROPOSED BASIN. CONTRACTOR TO EXCAVATE TO AT LEAST 2648.50 TO CONFIRM SHGWE. IF GROUNDWATER IS FOUND ABOVE THIS ELEVATION, CONTRACTOR Millwood TO NOTIFY ENGINEER IMMEDIATELY FOR ADJUSTMENTS TO DESIGN. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER Subdivision THAN ANTICIPATED. ACHD INSPECTOR TO WITNESS INFILTRATION TEST AND VERIFY INFILTRATION RATE OF FULL EXCAVATED FACILITY. Drainage Plan Q 2. CONTRACTOR TO CONDUCT INFILTRATION TESTING AT THE LOCATION OF EACH BMP ONCE THE BMP IS FULLY EXCAVATED. ACHD STAFF MUST VERIFY THE INFILTRATION RATE PROJECT: PROJECT# AFTER THE FACILITY IS FULLY EXCAVATED. IF IN-SITU RATE IS LESS THAN THE DESIGN RATE DRAWN BY: KMW OF 1 IN/HR, CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY FOR RE-DESIGN. IF IN-SITU REVIEWED BY: ERB a RATE IS GREATER THAN THE DESIGN RATE OF 3.92 IN/HR, CONTRACTOR TO CONTACT REVISIONS: ENGINEER IMMEDIATELY TO DETERMINE IF RE-DESIGN/SIZE OPTIMIZATION IS WARRANTED. No. DATE REMARKS U 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS g ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. 0 a DATE: a March 8, 2024 w SHEET NUMBER: C �4eO C.7 18" PRE-MANUFACTURED GENERAL NOTES PERFORATED 1. REFER TO THE LIMITED SUBSURFACE INVESTIGATION REPORT (MAY 21, 2022), ADDENDUM (AUGUST 2, 2022), AND ADDENDUM (MARCH 1, 2024) PVC ASTM F679 PIPE t5�g B220951g PREPARED BY ATLAS TECHNICAL CONSULTANTS. GROUNDWATER IS EXPECTED TO REMAIN AT OR BELOW THE DEPTH REPORTED WITHIN SAID 18" PRE-MANUFACTURED PERFORATED ADS N-12 OR APPROVED EQUAL. REPORTS. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX SHGW ELEVATION. INFILTRATION DM All PVC ASTM D 3034 PIPE OR APPROVED EQUAL. PERFORATIONS ON TOP TESTING WILL BE CONDUCTED AT THE LOCATION OF EACH BMP ONCE THE BMP IS FULLY EXCAVATED. DESIGN MAY BE ADJUSTED IF IN-SITU PERFORATIONS ON TOP (1/2 OF PIPE ONLY) (1/2 OF PIPE ONLY) INFILTRATION RATE DIFFERS SUBSTANTIALLY FROM RECOMMENDED RATE. Partners 2. ALL GEOTEXTILE SEAMS SHALL OVERLAP ONE (1) FOOT MINIMUM. CONST. GROUND 3. BED WIDTH SHALL REMAIN CONSTANT. WATER OBSERVATION 4. THE MINIMUM DESIGN PERCOLATION RATE FOR THE UNDERGROUND STORM DRAIN FACILITIES IS 1.0 INCH PER HOUR TO MEET THE REQUIREMENT OF 2815 E 3300 S, Salt Lake City, UT 84109 PLAN VIEW WELL WITH METAL 3/4 TO 2 WASHED 1800' INFILTRATING 90%VOLUME WITHIN 24 HOURS AND SHALL BE VERIFIED IN FIELD. (801) 305-4670 www.edmpartners.com ANGULAR DRAIN ROCKCAP AND LOCK PER /"PERFORATIONS IN VALLEYS OF 5. WATER AND SEWER SERVICES CROSSING SEEPAGE BED SHALL BE SLEEVED PER OPTION 2 OF ACHD STORMWATER DESIGN GUIDELINES SECTION 82 - DRAIN ROCK MAY ACHD SD-627 CORRUGATED PIPE 5 EACH. DETAIL 12. BE OVER PIPE 6. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. (FG) (FG) VARIES 1.5' MIN. 7. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL �' �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/�/�/�/�/�/�/�/�/�/ /� COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. o w %� %�%�� ��%�%�%�%�%�%�%�%�%�%�%�%�%�%�%' ���� III = III • 0o z 8. ALL STORM DRAIN PIPE TO BE ASTM D3034 PVC UNLESS OTHERWISE NOTED. TOP OF SYSTEM T o (T) TOP OF PIPE TP 30' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �p STORMWATER BASIN NOTES: SCALE: 1" = SLOPE=0.0% - ap 1. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM. SLOPES SHALL HAVE IRRIGATED TURF GRASS, DRY LAND GRASS, OR WETLAND " - LU VEGETATION AS APPROPRIATE. NO IRRIGATION ON BASIN FLOOR. NO WOODY VEGETATION BELOW 100-YEAR WATER SURFACE OR WITHIN 10' OF 0 15 30 60 90 18 SOLID WALL PVC ASTM D 3034 PIPE III C a apO ap EMBANKMENT SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL AND SPECIFIC DEVELOPER: EXTENDED 5 INTO DRAIN ROCK a OQ I I- Op BMP'S FOR ADDITIONAL VEGETATION REQUIREMENTS. OO LU Op 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE AFTER CONTRIBUTING DRAINAGE AREA HAS SITE SEDIMENT Et 18 PRE-MANUFACTURED PERFORATED OO5 3/4 TO 2 LU a a4 O EROSION CONTROL MEASURES IN PLACE. PVC ASTM F679 PIPE OR APPROVED EQUAL. -I II ap 4 O O �a � I ANGULAR o Op a�O 3. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL. TOPSOIL SHALL BE STOCKPILED AND USED AT FINAL a p PERFORATIONS ON TOP (1/2 OF PIPE ONLY). , ROCK, 50q � _. ��� GRADING TO ESTABLISH VEGETATION. SINGLE III OO a _ 4. FILL MATERIALS FOR EMBANKMENT, INCLUDING BERMS, SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, SC, CH, OR CL AND MUST HAVE AT LEAST OO FRACTURED p AASHTO M288 CLASS II NON WO N o DEVELOPMENT III a ap FACE �GEOTEXTILE ON TOP AND SIDES ONLY 30% PASSING THE#200 SIEVE. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT 0 FILL. EMBANKMENT FILL SHALL BOTTOM (B) - MEET ISPWC CLASS C COMPACTION REQUIREMENTS. CONSIDERATION MAY BE GIVEN TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF - DESIGNED BY A GEOTECHNICAL ENGINEER. SAND LAYER TO -III SAND LAYER TO 1831 III E. Overland Rd arron Langston(18" MIN.) (18"MIN.) 5. AN EMERGENCY SPILLWAY IS ENCOURAGED WHERE POSSIBLE. J g BOTTOM OF Z ASTM C-33 SAND III ASTM C-33 SAND 6. ALL EXPOSED PIPES TO BASINS SHALL BE RCP OR HAVE AN END SECTION WITH UNEXPOSED PIPE TO RESIST DEGRADATION FROM WEATHER. Meridian, ID 83642 208-724-6239 SAND M (BS) _ - 17. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. NOTES: N I IIIIIIIIIIIIIIIIIIIIIIII-III � � 1. This drawing is considered preliminary unless SHGWE -III;IIIIIIIIIIIIIII � I FOOT PLATE affixed with a municipal approval or - I III III I � � � III, , ,III IIIIIIIIIIII „II �- accompanied by a separate approval document. (W) VARIES SEE PLAN 2. All sanitary sewer improvements shall conform SEEPAGE BED SYSTEM SCHEDULE with the standards and specifications of the VOLUME REQ'D NOTES: City of Meridian. DRAINAGE FINISH GRADE TOP PIPE LENGTH WIDTH DEPTH BOTTOM BOTTOM IN RATE (IN W/ 25% TOP VOLUME VOLUME DEPTH TO 3. All culinary water improvements shall conform BMP NAME SYSTEM SOILS REQUIRED s PROVIDED GROUND SHGWE 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND with the standards and specifications of the AREA (FG) (T) (TP) (L) (W) (D) SYSTEM (B) SAND (BS) HR) (FT) (100YR) SEDIMENT (FT ) (FF)* WATER (FT) SHALL VERIFY AL MATERIALS LOCATION AND SIZE. (100YR) City of Meridian. 2. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO 4. All improvements in the public right of way SC/GP/ SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM shall conform with the standards and SB 1 DA 3 2656.10 2654.60 2653.53 105.00 14.50 3.30 2651.30 2649.80 3.92 GP-GC 2020 2525 2010 5.8 2648.21 OF 3'CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF specifications of the Ada County Highway GROUND WATER IS ENCOUNTERED WITHIN 3'OF THE BOTTOM OF ANY District (ACHD) and the Idaho Standards For INFILTRATION FACILITY. Public Works Construction-ACHD Supplement SC/GP/ N (ISPWC-ACHD). SB-2 DA-2 2656.00 2654.50 2652.93 59.00 14.50 3.30 2651.20 2649.70 3.92 GP-GC 1129 1411 1129 5.4 2648.11 SPRINGLOYD STREET 5. All private improvements shall conform to Idaho Standards For Public Works Construction *VOLUME PROVIDED MEETS STORAGE REQUIREMENT (ISPWC) standards and specifications. 1. DRAINAGE CONTRACTOR SHALL INSTALL 2"SCH 80 WATER CLASS PIPE CONDUITS,PER ACHD STORMWATER DESIGN GUIDELINES DETAIL WITH 25%SEDIMENT AND ACCOUNTS FOR VOLUME LOSS SEEPAGE BED RETAINING WALL _ 6. Contractor to field locate and verify the 07,THROUGH STORMWATER RETENTION SYSTEM FOR WATER SERVICES, UNDERGROUND POWER LINES,GAS LINES AND TELEPHONE DUE TO INFILTRATION DURING 100 YEAR STORM EVENT. TYPICAL CROSS SECTION a horizontal and vertical location Of all utilities LINES. SEWER SERVICES SHALL BE PLACED IN 6"DIA.SCH 80 PIPE THROUGH STORMWATER RETENTION SYSTEM. THE PRECISE LOCATION, NOT TO SCALE DEPTH AND SIZE SHALL BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER. °°°°° d R12.00' \ prior to beginning work. 2. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF STORMWATER RETENTION SYSTEM TO PROVIDE 3'MIN.CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE STORMWATER f� RETENTION SYSTEM. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. R12.00' goeo RETAINING WALL R6.04' Q 3. ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUND CAP. \ R6.04' 4. ALL WASHED STONE IN INFILTRATION TRENCH TO BE 3/4"TO 2"ANGULAR ROCK WITH 50%SINGLE FRACTURED FACE OR APPROVED EQUAL.LIMESTONE BASED GRAVEL WILL NOT BE ACCEPTED. 5. ACHD STAFF MUST VERIFY THE SITE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. R12.00' 1.48' .r- GOMMOhF 6. CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF SEEPAGE BED MARKERS DURING CONSTRUCTION AND R6.04' , , •t/�� PRIOR TO BACKFILLING.THE LOCATORS ARE SUPPLIED BY ACHD AND ARE$25 EACH AND MUST BE PAID FOR PRIOR TO PLAN p SF: APPROVAL. j 7. SEASONAL HIGH GROUNDWATER ELEVATION (SHGWE) DETERMINED BY AVERAGING FOUND DEPTH TO GROUND WATER BETWEEN •.. �>�' \ PRE-CONSTRUCTION TEST PITS.CONTRACTOR TO VERIFY DEPTH TO SHGWE AND EACH INFILTRATION FACILITY PRIOR TO p CONSTRUCTION.IF GROUNDWATER IS FOUND TO BE ABOVE ELEVATION LISTED ON PLANS,CONTRACTOR TO IMMEDIATELY CONTACT +• �-9 ENGINEER TO DETERMINE IF RE DESIGN OF INFILTRATION FACILITIES IS WARRANTED. w aND.wll�r�uoY�t A b a SGT-3 J ` Q' '• s + »+: \ Infiltration Basin Top Area (sf): 2145 ~ _ ' -.- - -.--Lr'-_•_-`� S�cG TRAP SCHEDULE �' �- � 41.50' SEtG BAFFLE Bottom of Upper Wall Area (sf): 2145 �_ _ I / 33.83' STORM INV OUT Bottom of Lower Wall Area sf SEtG TRAP TRAP RIM A INV IN B WEIR C2 BAFFLE C1 SPACING ( ) 1227 R6.04' STRUCTURE D R6.04' �' R12.00' SIZE TS Sand Window Area (SO: 758 R12.00' SB-2 SGT-2 1500 2656.50 2652.38 2652.18 2651.68 2651.43 20" Design WSE (ft): 2654.59 SB-1 SGT-1 1000 2656.50 2652.98 2652.78 2652.28 2652.03 20" Bottom Elevation (ft): 2652.12 Total Volume (cf): 6213 INF. BASIN 1 SGT-3 1000 2656.15 2653.21 2653.01 2652.51 2652.26 20" INFILTRATION BASIN PLAN DETAIL 1000 GAL. 102" NOT TO SCALE ANAL F PROVIDE GRADE RINGS AS 24" DIA. TRAFFIC RATED FRAME 4" MIN. TOPSOIL AND NECESSARY (12" MAX.). SET FLUSH AND OPEN GRATE, PROVIDE SEEDING OR AMENDED NATIVE MATERIAL WITH WITH FINISH GRADE. SEE CONCRETE COLLAR IF NOT 14176 RIM-A PLANS LOCATED WITHIN SIDEWALK. VEGETATION 4' OPEN VISION FENCE. \ \ \ \ \ \ \ \ \\\ • , d.. FREEBOARD: aN� 3/8/24 �o � 24" DIA. TRAFFIC RATED FRAME 1.50' = DESIGN GATE PER OWNER LOCATE. qRO OF �J o+ - • 6" FOR WATER DEPTH < 3' PROVIDE VEHICLE ACCESS �G�TF R \pP'� AND STANDARD MANHOLE COVER, d PROVIDE CONCRETE COLLAR IF 12" FOR WATER DEPTH > 3' • NOT LOCATED WITHIN SIDEWALK. f" ' .,•• :. • FG/TOP OF BASIN = 2656.00 J KEYSTONE COMPAC STRAIGHT \\ \\STORM Millwood Q BLOCKS OR APPROVED EQUAL � _ MAX. W.S.E. = 2654.50 DRAIN a ��(18"W x 12"D x 8"H)r. \ \ } VERTI BLOCK MSE WALL OR /\� I Subdivision BAFFLE SPACING = TS APPROVED EQUAL, RETAINING \�/�\ a FG: 2653.25 AMENDED NAOT VOE MATERIAL FG: 2653.25 \/ / BACKFILL WITH 3/4"MINUS d INV. OUT = D SAND/GREASE TRAP WALL DESIGN BY OTHERS. o �' d WITH VEGETATION o // Drainage Details \Nv \N" �a OLD CASTLE PRECAST INSTALL PER MANUFACTURER \/ /\/I CRUSHED DRAIN ROCK g Q APPROVED EQUAL RECOMMENDATIONS AND SPECS ��\\// o0 M \ �\ \ •d • • • M WITH BAFFLES) XCAVATION LIMIT L1 18" SOLID PROVIDE WATER-TIGHT SEALS \\\\ 6" MIN TOPSOIL OR N \\ \\ '\` PROJECT: PROJECT# pFF\-E WALL PVC RETAINIONG WALTTOM OL BLOC S @ 2652.F FIRST COURSE 057 /\�� �/ \/ WITH VEGETATION AMENDED NATIVE ATERIAL //\//\/ �j\�j\�j DRAWN BY: KMW ASTM F679 1000 GAL. 102 �\ \ /\ /� \ \ �\ ��\ �� /\//\//\// / REVIEWED BY: ERB PIPE PLAN VIEW 15" PVC INLET PIPE BASIN BOTTOM: 2652.12 /\\/\\/\\/\ �' 6" THICK x 18" WIDE MIN. OF REVISIONS: \//\// /� /� /� // d \/�\/\ CRUSHED AGGREGATE BASE. /\/\/\/\/\/\\/ /\/�\3/4' MINUS COMPACTED No. DATE REMARKS •. : . .: a BOTTOM OF FIRST COURSE OF o RETAINING WALL BLOCKS @ 2651.44 \�/\\ \\ \\� PROFILE VIEW \ \ /� /� /� �, 18"MINIMUM ASTM C 33 SAND // \/4'X4'X4"THICK CONCRETE SPLASH PAD / \� \ - - - / SHGWE: ±2648.5' ��� SAND & GREASE TRAP DETAIL \� �" / �� � X \f\T SEPARATION FROM A PER ISPWC SD 624 j�����������j��j��j�� � �� SHGWE, MIN. /\\//EXCAVATE MINIMUM 18" INTO FREE\/�\\/�\ DATE: A NOT TO SCALE /�/ March 8, 2024 DRAINING SOIL, AS NEEDED AND W NOTE: SAND AND GREASE TRAP TO COMPLY WITH ACHD AT THE INSPECTOR'S DISCRETION, v STORMWATER DESIGN GUIDELINES BMP 20 AND BACKFILL WITH SAND. SHEET NUMBER: INFILTRATION BASIN PROFILE v NOT TO SCALEC �4el C,7 IN GRADING DETAIL 1 2 \ \ \ \\\ \ \\ \ SCALE: 1'= \ \ \ \\� \ \\ \ I GRADING DETAIL 3 10' SCALE: 1'= 10'\\ \ \ TBC:2656.87 TBRC:2656.76 \ I TBC-2656.99 PED:2656.74 PED:2656.71 \ \ \ \\�'y \\ \ BOW:2656.99 BOW:2656.87 PartnersD M � PED:2656.50 _ \\ \\ \\\\\ \\\ \ \ I I I C I C I° \\ I + +� �+ \ \ \ \ \\\ �a \ \ Q PED:2656.42 \ \ \ \\\ �\ o°o°o°G000 Q 2815E 3300 S, Salt Lake City, UT 84109 \ \ \ \\ y \ / o 0 0 (801) 305-4670 www.edmpartners.com TBRC:2656.57 \ \\ \ \ TBRC:2656.89 PED:2656.64 PED:2656.61 TBRC:2656.77 0000000000 \ \ BOCK 1 BOW:2656.85 o 0000000 - i \\ \ r, 0000000000 ,s PED:2656.28 (p ) \ \ \ I SPRINGLOYD ST. 1 \ \\ \ , 0 0 0 0 0 \• \ \ \ \ PED:2656.69 I 1.7% "_10 0 \ \ \ \\\\\ \ \ \\ SCALE: 1" = 20' PED:2656.62 0000 i. 0000 BOW:2656.76 °°o°°o I \ \ 5 2� I \ \\ \\ \ \y �y\ \ 0 10 20 40 60 \ GRADING DETAIL 4 TBRC:2656.29 i \ \ \ \ \ \ \ \\\ SCALE: PED:2656.55 Q DEVELOPER: TBC:2657.13 gOW:2656.99 BOW:2657.04 BOW:2656 TBC:2657.31 MF= IM .62 BOW:2656.38 I \ \ \ \ �, O�\\\ \ I BOW:2657.13 BOW:2657.31 DEVELOPMENT o � N o 0 0 o o N 1831 E. Overland Rd Jarron Langston GRADING DETAIL 2 I \-L \� \ \ \ I \\ \\\ \ I 2 3% °y-06 001.1% )000 Meridian, ID 83642 208-724-6239 SCALE: 1'=10' \ I i \ \ I I \\ \\\ \ \ I I I \ - TBRC:2657.03 PED:2656.89 PED:2656.94 TBRC:2657.21 NOTES: TBRC:2656.97 / \ I \ I \\\ C' \SEE GRADING 1. This drawing is considered preliminary unless 2+43.78, 16.50'LT I I I \ � / \\ PED:2656.68 \ I \\ \ \ affixed with a municipal approval or I I . DETAIL 4 I I \ \\ SPRINGLOYD ST. accompanied by a separate approval document. 1+94.88, 16.54'LT. TBRC:2656.80 O�y \ \� \\ y TBRC/GB:2656.98 \ �� \ \ 2. All sanitary sewer improvements shall conform _ - i \ / \\ \\ /� with the standards and specifications of the 10�9% y \\Q cn 1+29.79, 16.49'LT. 1+54.84, 16.50' e ,. < ,.. PED:2656.58 - - _ TBRC:2657.45 I TBRC:2657.28 City of Meridian. 3. All culinary water improvements shall conform a ( \ .•. W 1+39.08, 16.50'LT. IL 2+88.85, 16.50'LT. \\ \\ \ 'I with the standards and specifications of the W TBRC/GB:2657.40 RIM/FL:2656.46 F TBRC:2656.61 °o°o°o m I SPRINGLOYD STREET I TBRC:2657.30 \\ 000000 o v� o ,l, ` f SEE GRADING 1 I \ �6s \\ \ City of Meridian. 0�0°0°0°0 ^� BOW:2656.96 1+29.78, 0.00'LT. ni o 0.7% 1+94.88, 0.04'LT. ,y DETAIL 3 2+43.781 0.00'LT. 3+00 a \ 4. All improvements in the ublic right of wa �1 0 1+00 CRWN:2657.54 � I -i 26 00 CRWN:2656.88 \\\ _ _ CRWN/GB:2657.05 S� _ p p g y \\ shall conform with the standards and PED:2656.28 quo o PED:2656.67 I I I I a i o ti�'�I 2+88.85,0.00'LT. �\ \ \ \ \ specifications of the Ada County Highway �0 1.3� a _ 1+39.08, 0.00'LT. � i Irn I �CRWN:2657.39 District ACHD and the Idaho Standards For 000 7 9% (SS) I N CRWN/GB:2657.48 a N o ca RIM/FL:2656.90 1 a\o ` j o f �'\� \ \ \ \ \ \ Public Works Construction ACHD Supplement °o° PED:2656.61 1 I I o w a \v 1 I \ 'S \ ! 0 0 o co O . 1+98.83, 16.50'RT. \ \ pp 00000 z C> < 2+88.70, 16.50'RT. _ - ' \ \ \ \ \ (ISPWC-ACHD). 0 o M o TBRC/PC:2656.87 L - - \ \ \ 00000 l - _ - - - - - TBRC:2657.31 - - \\ \ \ \ \ \ 5. All private improvements shall conform to Idaho PED:2656.20 00000 BOW:2656.66 1+29.79, 16.51'RT. °' �. °I. a e a ' O a _ ' k \\ \ \ \ \ \ Standards For Public Works Construction 0 o -TBRC:2657_44 I SD �'�\j \\��$,� T \ \ GM ,� \ \ (ISPWC) standards and specifications. 9 PED:2656.56 1+94.88, 16.46'RT. \\ 6. Contractor to field locate and verify the 1+39.08, 16.50'RT. TBRC/GB:2656.94 a4 0 0.9% 1.2% p `�� \ \ / /i> \ horizontal and vertical location of all utilities TBRC:2656.31 TBRC/G6:2657.40 p p I \ \ //// \ \ \\\\'C prior to beginning work. SEE GRADING BOW:2656.53 I i I BLOCK 2 GRADING DETAIL 1 DETAIL 2 BLOCK 2 MATCE ° c Am BOW:2656.30 = i i i SEE C-5.1 4N, I SPOT ELEVATION LEGEND 2680 2680 N I, O TBRC TOP BACK OF ROLLED CURB o , 00 Ln o �'VI STA: 1+27.4 r 10 10 Ln GB GRADE BREAK m N VI ELEV: 2657.5 N m m u; AD: -1.15% K: 12.00 CRWN CROWN °' LVC: 13.81 HIGH PT STA: 1+25.31 2675 HIGH PT ELEV: 2657.55 2675 PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY VERTICAL SCALE: 1" = 4' 2670 2670 0 2 4 8 12 ONA L FiyG� 2665 2665 o `1�� 14176 N� 3/8/24 ; 4U9�F OF O R . 2660 2660 Millwo o d - - - \ -0.75% FINISH GRADE 1.12% Subdivision o GRADE BREAK Roadway Improvement Plan 2655 GRADE BREAK \ - - - - / 2655 S rin o d Street � EXISTING � p v \ GRADE PROJECT: PRO EC - - - - - - - - - - - - - - DRAWN BY: KMW \ REVIEWED BY: ERB a REVISIONS: 2650 2650 No. DATE REMARKS U .a O O .3 O N Ln / M M y� M p + + + 2645 2645 DATE: a 1+00 2+00 3+00 4+04+07 March 8, 2024 w SHEET NUMBER: C � 500 C.7 / (2659) DM Partners l \ / 2815E 3300 S, Salt Lake City, UT 84109 801 305-4670 wvvw.edm artners.com (2656) - _ - - - - - \\` / - -/ / TBRC:2658.52 TBRC:2658.50 1+71.00, 57.50'R / - / BLOCK 2 1+73.00, 57.50'R _ GL:2658.30 GL:2658.32 HP/GB:26 8 31 / / / SCALE: 1" = 20' MATCHLINE ( 655) I TBRC/PT:2658.30 1 / - SEE C 5.0 - - - 1 1+88.50,42.19'R ° Gi:2658.10 / \ 0 10 20 40 60 - / GL:2658.09 Akk-1+55.50, 42.19'3R / / / \ \ DEVELOPER: / \ N a' -TBRC:2658.07 00 ^' 1+47.77, 24.00'R / s \ Ioo a TBRC/PC:2657.87 / J \ TBRC/PC:2657.42 R26.00' 1� �� / R2 .00' \ \ 2+14.50, 16.50'R a °. 1+22.50, 16.50'R GL:2657.49 °Q °. a \ a a. GL:2657.30 .. ° ° / / DEVELOPMENT °. RIM/FL:2655.70 v. ' ° 0.5% ° R26.:.00' ° TBRC/PC:2656.00 ° ° 15.50' / 5+07.11, 16.50'R \ 0.5% / TBRC:2656.10 153 TBRC:2656.60 TBRC:2656.85 \ TBRC/PT:2657.85 4+77.91, 16.50'R 4+27.91, 16.50 R 3+77.91, 16.50'R 3+27.91, 16.50'R 1+29.50, 16.50'R / TBRC:2656.80 / \ \ CWN:2657.72 N. TBRC/PT:2658.15 5+68.11, 0.00' �636�Z656 N S. TAMAYO PLACE z6 N 1+07.00, 1.00'R / 1831 E. Overland Rd Jarron Langston a 0.5% \ 0.5% / \ 0.4% 1+7z.00, 0.00' � / / Meridian, ID 83642 208-724-6239 -) 5+9' 6 I CWN:2656.88 5+00 m 4+00 \ �3+00 \ 2+00 M 1+00 / / / NOTES: / / I TBRC/PT:2656.00� 1 N b O � O N TBRC/PT:2658.15 / 1. This drawing is considered preliminary unless / ^ I 5+07.11, 16.50 L RIM/FL•2655.71 M J / �a a 1+07.00, 1.00'L / affixed with a municipal approval or / / I N I / / accompanied by a separate approval document. U o a a ; aV. 6 °a _v / 2. All sanitary sewer improvements shall conform 5D TBRC:2656.13 ° ° TBRC:2656.63 °. a a' TBRC:2656.88° TBRC:2657.13 ° ° TBRC:2657.39 ° TBRC:2657.64 TBRC/PC:2657.88` / / / with the standards and specifications of the 4+73.12, 16.50'L 3+73.11, 16.50'L 3+23.21, 16.50'L 2+73.11, 16.50'L 2+20.61, 16.50'L 1+70.61, 16.50'L 1+22.50, 16.50'L R15.50' / 4 50 � i City of Meridian. TBRC:2656.38 \ / � � / p 4+23.11, 16.50'L \ \ 3. All culinary water improvements shall conform MATCHLINE I with the standards and specifications of the SEE C-5.0 '� \ // \\ / / City of Meridian. / 4. All improvements in the public right of way l / \ - - - - - - - - � / / shall conform with the standards and I I / specifications of the Ada County Highway 1 / / District (ACHD) and the Idaho Standards For \\ ° I 30'x40' I / SPOT ELEVATION LEGEND Public Works Construction-ACHD Supplement BLOCK 2 \ I TOT LOT I / / (ISPWC-ACHD). BLOCK 1 \ / _ I I / 5. All private improvements shall conform to Idaho / \ I I / / TBRC TOP BACK OF ROLLED CURB Standards For Public Works Construction (ISPWC) standards and specifications. _ 1 1 I I // / GB GRADE BREAK 6. Contractor to field locate and verify the \ horizontal and vertical location of all utilities / N - - - - - - - _ _ - - - - _ \ I / CWN CROWN prior to beginning work. `ice � a° - - - - - - - �� - - - - -�- \ - - - - - - 9 - - - - -- - - - - - - ;\\\\ 11 // / PC POINT OF CURVATURE - - - - - - T J - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - -\ \\ \\\ \ // PT POINT OF TANGENCY \ EA EDGE OF ASPHALT / ° . W a _ 1 � � - - - - - - - - � _ - - - `�i- HP HIGH POINT \ - - - - \ - - - - - - - - ti GL GUTTER LIP - ® Profile View:C-ALGN 2-PV06 Alignment: C-ALGN 2 Start Sta: 1+00.00 End Sta: 5+72.04 Horizontal Scale: 1"=20 Vertical Scale: 1"=4' Vertical Exaggeration: 5:1 2680 2680 o o 00 Ln Ln � , N N N N OO 00 M l7 l7 0 2675 2675 VERTICAL SCALE: 1" = 4' 0 2 4 8 12 ONAL FN 2670 2670 F �'F 14176 N� 3/8/24 �O � 9TF OF R 0J 2665 2665 Millwood b Subdivision 2660 2660 Roadway Improvement Plan FINISH [� GRADE Tamayo Place r EXISTING U GRADE PROJECT: PROJECT# U DRAWN BY: KMW - -0.50% _ _ - - - - - _ _ - - - - - - - - REVIEWED BY: ERB 1.70% - - a 2655 - - - - - - - - - - - - - - - - 2655 REVISIONS: - - - - - No. DATE REMARKS b 0 a 2650 2650 DATE: Ln o March 8, 2024 w 2647 2647 SHEET NUMBER: v 5+72 5+00 4+00 3+00 2+00 1+00 MC � 501 U \\\\ \\\ DM Partners i \ \ �.i'I \ \ \ \\� °�\\ \ I I I I I 2815 E 3300 S, Salt Lake City, UT 84109 (P ) \ \\°�j, �C`\\ I I (801) 305-4670 wvvw.edmpartners.com _ SCALE: 1 — 20 \ \ \\\ \ y\ \\ I I 0 10 20 40 60 DEVELOPER: DEVELOPMENT 41-1 > \ \\ \\ \ \ \ \\\\ I I 1831 E. Overland Rd Jarron Langston Meridian, ID 83642 208-724-6239 NOTES: — — — _ _ \\\ \ \ I \\\ \ \ I I I\ \ _ _ _ _ _ _ _ _ � / \\ \ I I I 1. This drawing is considered preliminary unless Icr I I I I \\ / I I I \\ \\ \ \ I I affixed with a municipal approval or = I I I I , O�y \ \\� \\ \ I accompanied by a separate approval document. 1 1/ \ \\ij� \\ \ I I I 2. All sanitary sewer improvements shall conform - - ° . � — / \may \\ \ \ — — /� I with the standards and specifications of the Cn �' �_ — ° I I °° ° e — I \ \\ \\ — — — —� I City of Meridian. r—— ——_ _-=— — — — — — — _ _ _ = l \ \\ \\ — — , `" � I I 3. All culinary water improvements shall conform I �� I — J _ vi I w W M \ \\ with the standards and specifications of the (W) (w) (w) ( ) ( )& \ I I I \\ \\ \ / I I City of Meridian. 1 1 1 SPRINGLOYD STREET I �6s \ \\ �� / y EX.MH-6 I I I I I 6 \\ \ 4. All improvements in the public right of way — _ N:695841.63_ INV:2650.64 I I �--' 1 I — z6S)- oh — tiby� I \ \\ \ shall conform with the standards and E:2460125.50 L:19.8' I I I II ' h \ \ \ \ / / specifications of the Ada County Highway (ss) I (ss) ` _(SS) (ss) (ss) I St I I SS SS District (ACHD) and the Idaho Standards For EX 8"SS INV:2650.66 INV:2650.67 I 8"SDR 35 SS i \ (y\ \ \ l \ Public Works Construction ACHD Supplement / INV:2651.00 N:695841.86 I L:139.5' L:120.7' 1 L:31.0' _ \ � � E:2460252.71 \ _ � � \ \ \ \ � �\ / \ (ISPWC-ACHD). — — — — — — — —--— — _ _ _ _ — _ — — — ' \ \� \ \ \ \\ / \ 15. All private improvements shall conform to Idaho j 4 SD Sp Standards For Public Works Construction A -0 GM / \ \ \ (ISPWC) standards and specifications. 6. Contractor to field locate and verify the N 1 \ \\ �����17< \ /I y horizontal and vertical location of all utilities \\� prior to beginning work. 1 I I MATCHLINE 3 a "Z.. 1 I I I O SEE C-6.0 j �:.;�?=�:..;�.; `":,�• \ \ 7 /' I \ - \ / 2680 2680 N n O Lr! ' N n O 1� 11'1 .O 00 Ln 10 �'VI STA: 1+27.4:� :n w v w 10 m N JI ELEV: 2657.510 a Q � a J v m w AD: -1.15% w LUC) � LUoo m00 K: 12.00 o v '9 , rn LVC: 13.81 � � .6TC-44 > � c'i HIGH PT STA: 1+25.31 LU IN N a = ch ^ Ln 2675 HIGH PT ELEV: 2657.55 ? N ? a M N 2675 0o3a60 oUN � a m 73 0 3 Ld 00 2670 Ln �, o Ln W Z 3 2670Ln VERTICAL SCALE: 1" = 4' 1n M LnZ n l!-) _ CGo NN ♦- '^ 3 � Q �arb � aaw MM 0 2 4 8 12 W Ln FIEW 0 ^ Ln Ln N N N Q P o W JaQJ Z � 0 N � o 'n ONAL F � 2665 2665 3 v 14176 N 3/8/24 O Z41 100 Lnis '6 � N 9TF C1F\O, "9�Qp F2 p N H N N = o 2660 E W W 2660 b FINISH Millwood GRADE B — — 40 1.12% 0.75% EXISTING Subdivision \ — — — — c GRADE ' / — Sewer Improvement Plan 2655 Z w , , \ — — — — / 2655 1 cn Ex. PIRR Spring� o" oyd Street o U EX. 12"PVC � _ - - - - - - - - — IRRG 8"DR18 C900 DRAWN BY: KMW \ PVC WATER MAIN REVIEWED BY: ERB Q 127.21 f "SDR 35 SS @ 0.60% REVISIONS: 2650 2650 No. DATE REMARKS b 0 alff M 01 p N :n :9 N Cn Q` 11 / + + M M O &i N (•'1 2645 Q m w 2645 DATE: a 1+00 2+00 3+00 4+0(1+07 March 8, 2024 w SHEET NUMBER: C � 6eO M U ` (id) (td) ;� (id) I I (id) - . . _ _ - - - - - - - - - qq 4" SS \ - - - Partners _ ____- - - - - - 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 wvvw.edmpartners.com 13 14 \\ - - 15 ' v BLOCK 1 / / \ SCALE: 1" = 20' 11 BLOCK 2 / / MATCHLINE SEE C 6.0 3 0 10 20 40 60 DEVELOPER: 4"SS LATERAL / 8"SDR 35 '.a e °. DEVELOPMENT/ INV:2653.35 89 I r / p L:100.6' INV:2653.35 INV:2653.06 / INV:2652.15 INV:2652.14 INV:2651.79 MH-1 L:20.0' L:160.9' L:20.0' INV:2653.03 N:695558.70 \ L:32.0' L:32.0' L:32.0' o / 8"SDR 35 SS iZ 1 E:2460252.96 8"SDR 35 SS \ I 1831 E. Overland Rd Jarron Langston N:695423.00 cn SS SS S SS cn �5S\ \SS SS 55 SS - SS Cn ' 1+00 E:2460253.08 -� 2+00 3+00 INV:2652.38 INV:2652.36 4+00 INV:2651.96 5+00 I 5+96 Meridian, ID 83642 208-724-6239 INV:2653.34_ I- \ - - I - - 1 L:20.0' L:20.0' - - - - L:20.0' - - - - / INV:2653.58 L:191.5' \ s L:35.76' 2651/ ` TAMAYO PLACE L:20.0' V'020652.03 \\ 2656/ �6s MH-2 ' I / � p NOTES: \ \ 6 N: 46025 86 .7 I 1. This drawing is considered preliminary unless W W W �� _ W W W W W W _ E:2460252.71 v i \ I / /i affixed with a municipal approval or accompanied by a separate approval document. / 1 i a 2. All sanitary sewer improvements shall conform Qe .e p .Q°. p 4 a �" ° p. °. p .. 4' ° A ° p C p �' ° / O / / with the standards and specifications of the City of Meridian. 3. All culinary water improvements shall conform cow `\ \ n MATCHLINE / / with the standards and specifications of the / City of Meridian. yY0 :_,•,\ ° Q SEE C-6.0 // / /// 4. All improvements in the public right of way // / / ' '� ":''•i1 /_ I _ ° / i shall conform with the standards and o. specifications of the Ada County Highway District (ACHD) and the Idaho Standards For (2655)_ Public Works Construction-ACHD Supplement �\ LOCK 2 I. \ - / // i i (ISPWC-ACHD). � •=:.: 1 •,:•:.`:� I I I / � / \ _ _ ``� 5. All private improvements shall conform to Idaho Standards For Public Works Construction (2656)- - - _ I�t;'. .�':'r ,j'''i i _\\ / ,j j% (ISPWC) standards and specifications. - - - yy i 6. Contractor to field locate and verify the / \ \ \ \ \ "' '• %/ \\ / , horizontal and vertical location of all utilities V`vo \ \\ / ,j jy`p/ prior to beginning work. \'?6 2680 2680 00 N Ln 01 O I O L9 Ln Ln L.0 H Z 10 H Z_ W H 3 10 N J N J C d J N Ll O 00 O v 00 lL C, O t7 J •0 � .p 00 N M 00 N -_ I N O •D ^ N .p W = 10 V 00 I11 Ln p un 0. Ln 2675 " Lr;IN N ,;, N `" ~ U Q o o ° 2675 VERTICAL SCALE: 1" = 4' 3 Q O Q Z O n � aUJ [i vZ _ 2 _ 2 _ - 3CL QU0 Z2 min gN � w g ,� � w w 00 � � � � " NN 0 2 4 8 12 Q a ' Q 00 00 V d � m M M M Ln Ln Ln � fV W -+ OLLI d' N N LLI En 2670 0 ONAL � � � � � � FN a N 2670LU F �' u, o ir � 0- 2 •p Iy Q J Sao ° N co - 14176 + N Z 19 00 0 3Q6 - � � MN � 0) 3/8/2 4 O � in Ln H l.L J co CL = 00 ^ .O o 00 � a1010 OF, 0 00 c oo � CD v R . 2665 '0 " ~ �665 Ln Ln @ iri I N R Zo N N Q 72 _ Millwood ::E Ln W -o c� a Subdivision 2660 2660 Sewer Improvement Plan H Tamayo Place FINISH PROJECT: PROJECT# U GRADE- In -0.50% DRAWN BY: KMW - - - - - - - - - - - _ 1.70% REVIEWED BY: ERB EXISTING 2655 REVISIONS: a 2655 - - - - - - - GRADE c Z w 35.27 LF OF 12"RCP No. DATE REMARKS p - - - - - _ _ SD@0.50% 135.70 LF of 8"SDR 35 SS @ 0.60% - - - - b 3 283.16 LF of 8"SDR 35 SS 0.40% 2650 2650 Q 8"DR18 C900 A o PVC WATER MAIN DATE: a March 8, 2024 OD O O M + + + w 2647 2647 SHEET NUMBER: v 1+00 2+00 3+00 4+00 5+00 5+72 MC �6el u U DM Id Id Id. Partners � a 2815E 3300 S, Salt Lake City, UT 84109 (Tim — oti� dfi) h) (oh) oh) 'oh) (oh / 7 / (801) 305-4670 www.edmpartners.com 3/4"SINGLE WATER SERVICE PER MERIDIAN STD SCALE: 1" = 20' �r 0 10 20 40 60 v 0 � // DEVELOPER: /o \y I I `� Uj / 6 -7 DEVELOPMENT ,X / ® < j �P' 3 \ s,�o \\ \ / 1831 E. Overland Rd Jarron Langston y� \ Meridian, ID 83642 208-724-6239 o �\ d i INSTALL TEMPORARY 2" \ �. j'. O \ / � NOTES: BLOWOFF FOR FUTURE r'�t r'i'. / CONNECTION f BLOCK 2 ` / 1. This drawing is considered preliminary unless \ affixed with a municipal approval or a accompanied by a separate approval document. / INSTALL 15 LF 8"C900 y % ` 6Cr4� 10 2. All sanitary sewer improvements shall conform PVC WATER MAIN;�00 / \ with the standards and specifications of the INSTALL 8"22.5° BEND W/ 0/ INSTALL 361 LF 8' INSTALL FIRE HYDRANT ASSEMBLY, \ \ City of Meridian.THRUST BLOCK(S)AND C900 PVC WATER MAIN PER MERIDIAN STD DWG W10 \ 3. All culinary water improvements shall conform �N RESTRAINTS INSTALL 8"TEE W/ (3) •° / INSTALL FIRE HYDRANT/ 8"GV,THRUST BLOCK(S) do Cl a City of Mer dianrds and specifications of the \ se ' ASSEMBLY, PER MERIDIAN a AND JOINT RESTRAINTS ° INSTALL 2 B 0 E 4. improvements h g f way r ° ._v_ ,LL FF All im rove nts in the public right o a / STD DWG W10 `'' IN " Low PER/ M M M M M M MERIDIAN STD DWG W12 shall conform with the standards and specifications of the Ada Count Highway ♦ INSTALL 37 LF 8"C900 P Y S. TAMAYO PLACE / PVC WATER MAIN _ _ _ _ _ _ District (ACHD) and the Idaho Standards For o INSTALL 65 LF 8"C900 Public Works Construction-ACHD Supplement Z 5 z a SS SS S SS J SS SS SS PVC WATER MAIN ( )• ISPWC ACHD 5. All private improvements shall conform to Idaho ® ° a. Standards For Public Works Construction (ISPWC) standards and specifications. \ 6. Contractor to field locate and verify the horizontal and vertical location of all utilities /p 3 INSTALL 125 LF 8" N 3/ L I \ prior to beginning work. C900 PVC WATER MAIN/ �' I DOUBLE WATER SERVICE PER MERIDIAN / (�` STD DWG W1 (TYP.) \ 30'x40' I \ ♦ BLOCK 1 TOT LOT /p 3/4"SINGLE WATER SERVICE a BLOCK 2 PER MERIDIAN STD DWG W1 _ I N G� / } 18 17 16 15 14 13 12 L - - - - - -� \� 3 O o z 11 to REMOVE ECTT TO E O EXISTING FF AND W CON 8"WATER MAIN o \ H . . (Pi) (ir) ( i) (ice— it Pir i)(ir (ir)— \ \ \ - o II ^I III 3 III III I III III � III VERTICAL SCALE: 1" = 4' 0 2 4 8 12 ONAL FNG/A 14176 (P� 3/8/24 0 9�F OF O R . a� 3 Millwood Subdivision 0 Water Improvement Plan U PROJECT: PROJECT# DRAWN BY: KMW REVIEWED BY: ERB a REVISIONS: No. DATE REMARKS U .a O O .3 O A R. DATE: a March 8, 2024 w SHEET NUMBER: C � 7 C.7 / INSTALL 5 LF 6"CL200 PVC / PRESSURE IRRIGATION LINE INSTALL 6"11.25° BEND L, DM L Id Id Id Id IRMH-11 (7) Partners / /Q INSTALL 6"22.5° BEND INSTALL 286 LF 6"CL200 PVC RIM: 2659.98_,,'-' PRESSURE IRRIGATION LINE IE IN: 2656.98 12" (E) INSTALL PRESSURE IRRIGATION IE OUT: 2656.98 12" (W) 2815 E 3300 S, Salt Lake City, UT 84109 \ / SERVICE LINE 8 METER(TYP) C7) INSTALL 6"90° BEND( ) ( ham - - - - - poi)- - - ( � - - - �o� - - - - - - - - - - - (oh) (oh) (oh) oh) 4oh) — (oh ) P — — o — — — — — — — — — — 801 305-4670 www.edm artners.com SCALE: 1" = 30' G INSTALL 267 LF 6"CL200 PVC // 5 / 0 15 30 60 90 / / \ PRESSURE IRRIGATION LINE <1 / DEVELOPER: ::E i \ o ODEVELOPMENT "INSTALL 7 LF 6 CL200 PVC � INSTALL b"45' BEND / \ \ / \\C\ PRESSURE IRRIGATION LINE 4 \ \ Q INSTALL 12 LF 6"CL200 PVC O �\ `''s,� \ \ / 1831 E. Overland Rd Jarron Langston PRESSURE IRRIGATION LINE INSTALL 50 LF 6"CL200 ,/ \ �00 \ Meridian, ID 83642 208-724-6239 PVC PRESSURE IRRIGATION \\ \ > LINE w/ \"SLEEVE \ INSTALL 6"90° BEND O / NOTES: \ INSTALL PRESSURE INSTALL 346 LF 6"CL200 PVC 6" IRRIGATION SERVICE PRESSURE IRRIGATION LINE / \\ M;.;}•i' `;,5' / LINE Et METER(TYP.) 1. This drawing is considered preliminary unless \�L� / \ �, 11 � �S.y.;,• �,�;. BLOCK 2 \ / affixed with a municipal approval or Q o =�•t - a anied b separate approval document. / INSTALL 6"PRESSURE accom P Y a P PP // IRRIGATION GATE VALVE INSTALL 6"PRESSURE l i 1 O 2. All sanitary sewer improvements shall conform IRRIGATION GATE VALVE a 4;.4 with the standards and specifications of the ~ City of Meridian. 3. All culinary water improvements shall conform with the standards and specifications of the INSTALL 80 LF 6'CL200 PVC ®© ;a a.. . a ° City of Meridian. / PRESSURE IRRIGATION LINE °v ° ' °'.ti..' 4. All improvements in the public right of way / shall conform with the standards and M ■ ■M M S. TAMAYO PLACE M M M specifications of the Ada County Highway , , District (ACHD) and the Idaho Standards For / 5+96 _5+00 4+00_ _3+00 2+00- o 1+00 Public Works Construction-ACHD Supplement INSTALL b"11.25° BEND `� a SS SS $$ SS �$ `� SS �$ ^ SS (ISPWC-ACHD). / INSTALL 36 LF 6"CL200 PVC a a - 5. All private improvements shall conform to Idaho , Standards For Public Works Construction / n � PRESSURE IRRIGATION LINE ° ® ,. MN ;:a.. i .: ° ., .. :.° . / .Z. INSTALL 6"11.25° BEND ® (ISPWC) standards and specifications. 6. Contractor to field locate and verify the horizontal and vertical location of all utilities \ v, L I \ prior to beginning work. / OLn \\0� I TOT LOT I \ /Q BLOCK 1 BLOCK 2 INSTALL 81 LF 6"CL200 PVC I N Q PRESSURE IRRIGATION LINE a 3 0 1 H 17 16 15 14 13 12 I L — — — — — — J iQ O J � Q cn IRRIGATION SERVICE TO RIM: 2657.65 IRMH-1 (6) 11 INSTALL 6"22.5° BEND Z ILACONNECT TO EXISTING IE IN: 2655.80 12" (E) N a PRESSURE IRRIGATION IE OUT: 2655.80 12" (NW) NEAR REAR LOT LINE, 11 111 INSTALL 6"22.5° BEND INSTALL 25 LF 6"CL200 PVC O �j TYPICAL LOTS 4-9 IRMH-1 (3) IE IN. 2655.70 12" (SE) INSTALL 11 LF 6"CL200 PVC Q PRESSURE IRRIGATION LINE 1 RIM: 2661.56 • IE OUT: 2655.70 12" (N) p \ESSURE IRRIGATION LINE CONNECT TO EX. 6"PRESSURE IRRIGATION LINE EX. IRMH-11 a (jr) (jr) (1r lr jr IN TEAKWOOD SUBDIVISION. REPAIR/REPLACE STA 1+25.39, 32.30'LT. EX 12"PVC IRRG j .:a EX. IRMH-10 ( i) — p1 i)( — \ ANY DAMAGED ITEMS TO EXISTING OR BETTER RIM: 2655.72 STA 1+25.36, 29.70'RT. / INSTALL 6"PRESSURE \ THAN EXISTING CONDITIONS. COORDINATE I IE IN: 2651.87 12" (S) RIM: 2655.44 I EXISTING b"PRESSURE IRRIGATION GATE VALVE CONNECTION WITH HOA AND NAMPA AND III IE IN:2652.01 12" (S) / / \ EXISTING 6"PRESSURE ^I IRRIGATION MAIN CONNECT TO EX. 6"PRESSURE IRRIGATION LINE MERIDIAN IRRIGATION DISTRICT. III IE OUT: 2652.01 12" (N) \ / IN TEAKWOOD SUBDIVISION. REPAIR/REPLACE p IRRIGATION MAIN III o ANY DAMAGED ITEMS TO EXISTING OR BETTER EXISTING 12"GRAVITY _ / 3 III THAN EXISTING CONDITIONS. COORDINATE IRRIGATION LINE CONNECTION WITH HOA AND NAMPA AND III I \ MERIDIAN IRRIGATION DISTRICT. / I IIII III � III I PRESSURE IRRIGATION NOTES: 1. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED AND MAINTAINED BY THE MILLWOOD SUBDIVISION HOME OWNER'S ASSOCIATION. SDR 35 PVC SANITARY SEWER 2. PI SOURCE WILL BE CONNECTION TO TEAKWOOD SUBDIVISION PRESSURE IRRIGATION SYSTEM. ss ss EXISTING SANITARY SEWER CONNECTIONS TO TEAKWOOD SYSTEM TO BE NEAR BLOCK 1 LOT 1 AND BLOCK 2 LOT 12. CONNECTIONS WILL BE TO SYSTEM IN RICHARDSON STREET IN TEAKWOOD SUBDIVISION, PHASE 1. 3. ALL PI PIPE SHALL BE LAID TO"GRADE TO DRAIN". SET AIR RELEASE VALVE AT'HIGH POINT AND DRAIN AT ® SANITARY SEWER MANHOLE 'LOW POINT'. PROPOSED SEWER SERVICE 4. ALL FITTINGS TO BE PROVIDED WITH THRUST BLOCKING OR JOINT RESTRAINTS. ONAL�F�C/A w w PVC C-900 WATER LINE (w) (w) EXISTING WATER LINE 14176 (P 3/8/24 O WATER SERVICE, SINGLE Et DOUBLE ���9TF F\OP 44/ D4 9� WATER VALVE,TEE Et BEND SRO R �J FIRE HYDRANT EXISTING FIRE HYDRANT Millwood 3 (lr) EXISTING GRAVITY IRRIGATION(GI)L s~ � EXISTING PRESS. IRRIGATION(PI)LIN Subdivision C-900 PVC PRESS. IRRIGATION(PI)LI v 0 PI SERVICE 8 METER Irrigation Improvement Plan PI VALVE,TEE a BEND C. i PROPOSED STREET LIGHT PROJECT: PROJECT# (oh) low EXISTING OVERHEAD UTILITY DRAWN BY: KMW REVIEWED BY: ERB AASTM 3034D PVC STORM DRAIN REVISIONS: — — — — — — — EXISTING STORM DRAIN No. DATE REMARKS 0 U ® 0 ® SD COMBOBOX,CB Et CO o PROPOSED STORM WATER SAND Et GREASE TRAP PROPOSED STORM SEEPAGE BED x PROPOSED GROUNDWATER OBSERVATION WELL A — — — — — — — — — EXISTING MAJOR CONTOUR DATE: A — — — — — — — EXISTING MINOR CONTOUR March 8, 2024 W PROPOSED MAJOR CONTOUR SHEET NUMBER: PROPOSED MINOR CONTOUR 1111111111111118 C.7