Loading...
HomeMy WebLinkAboutConstruction Drawings 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 Public 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 & ® SANITARY SEWER MANHOLE PROPOSED SEWER SERVICE W W — PVC C-900 WATER LINE 01 F (w) (W) EXISTING WATER LINE 9l a _< WATER SERVICE, SINGLE Et DOUBLE LU O D4 + 3. WATER VALVE,TEE Et BEND 16 < 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 O N \ 4 C-900 PVC PRESS. IRRIGATION (PI)LINE w V,m UTILITY REPRESENTATIVE PHONE NUMBER PI SERVICE BMETER � D4 p PI VALVE,TEE a BEND GAS INTERMOUNTAIN GAS (208)377-6839 PROPOSED STREET LIGHT BLOCK 2 ELECTRICITY IDAHO POWER (208)388-6320 (on) (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 ANAL F PROPOSED STORM SEEPAGE BED NG', \ 13 4 ROADS ADA COUNTY HIGHWAY DISTRICT (208)454-8135 0 PROPOSED GROUNDWATER o �F OBSERVATION WELL \ IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT (208)388-6346 — — — — — — — — — EXISTING MAJOR CONTOUR 14176 \ tP�1/09/24� �FIRE MERIDIAN FIRE DEPARTMENT (208)888-1 234 — — — — — — - EXISTING MINOR CONTOUR J� TFOF� �s PROPOSED MAJOR CONTOUR 'QO R PROPOSED MINOR CONTOUR Millwood 00 Subdivision � D ❑ ' ❑ Cover Sheet 11 ran U y PROJECT: PROJECT# _ r DRAWN BY: KMW REVIEWED BY: ERB a 10 O9 9 CALL BEFORE YOU DIG REVISIONS: No. DATE REMARKS O CALL DIGLINE INC. 8 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 ACHD COMPLIANCE DATE: momTHE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ARCHITECT: CIVIL/SITE ENGINEER: January 9, 2023 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 J ONAL FNG DEPARTMENT. FR 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. N 1/09/24 0 4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. �` P��44/ CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN T OF SEASONAL HIGH TF OF GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. SRO 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 DATE: January 9, 2023 W SHEET NUMBER: C �i is 1 U Q��LN INSTALL KNOCK-OVER BOLLARDS 30' BACK FROM RIGHT-OF-WAY. COORDINATE WITH MERIDIAN CITY FIRE SO' 01' 15"W 302.24' DM 4 DEPARTMENT �/ - - - - -T `� Partners �o II \ / / p\��,� / 2815 E 3300 S, Salt Lake City, UT 84109 I - - - - - - - - - - - - - \ / / O7 w ``' I / 30.00' / / (801) 305-4670 ww.edmpartners.com I / � zo\� DRIVEwav PA v UNPLATTED / vv 8 v SCALE: 1" = 30' 0 15 30 60 90 EXISTING STRUCTURE \\ TO BE PROTECTED / / DEVELOPER: LU / Rz8 00• 53� 3 \ :�E/ // - j \ 0 20 TEMPORARY FIRE ACCESS GRAVEL ROAD. '(Lcd / SEE PAVEMENT SECTION. UPON FUTURE ROAD EXTENSION,TEMPORARY GRAVEL Q� \ / �/ / / i ACCESS WILL BE REMOVED AND THE \` / / \\ \\ // j O / DEVELOPMENT STREET SECTION WILL BE CONTINUED. / EXISTING FENCE p\�L� p^ . ® / T�/S�j \\ \\ �w TO REMAIN o. \ o� 1831 E. Overland Rd Jarron Langston Meridian, ID 83642 208-724-6239 INSTALL END OF ROAD SIGN PER \\ \ ISPWC-ACHD SD-1132A. INSTALL TYPE III BARRICADE PER ACHD NOTES: \\ / / SD COMMON LOT DRIVEWAY PAD. LOT 10 1132B LABELED"THIS STREET \ / DRIVEWAY IS PROHIBITED 1. This drawing is considered preliminary unless TO BE EXTENDED IN THE FUTURE." BLOCK 2 / TYPE III BARRICADES SHALL BE 1 O \ 29.00' . FROM CONNECTING TO >° 0., affixed with a municipal approval or / THICKENED EDGE ALUMINUM WITH � '� �� I THE PRIVATE DRIVEWAY / '- accompanied by a separate approval document. / 6"WIDE REFLECTIVE RED/WHITE 1 0 DIAGONAL DECALS. 2. All sanitary sewer improvements shall conform _ o / INSTALL STOP/COORDINATE EXISTING FENCE TO p with the standards and specifications of the INSTALL TYPE II BARRICADE PER/ PROPOSED ISPWC-ACHD SD- FOR SIGN PER ACHD TS-1109, BE REMOVED FIRE HYDRANT' N City of Meridian. TS-1114.03,AND MUTCD R1-1 3. All culinary water improvements shall conform SIDEWALK TERMINUS. p ADA RAMP PER rV with the standards and specifications of the R26.00' City of Meridian. .. a.. . � � � � � P > >° .v ROPOSED FIRE ISPWC ACHD Z 4. All improvements in the public right of way / HYDRANT SD 712G (TYP.) & oR28.00' R13.50' = shall conform with the standards and TRUNCATED DOMES 5.00'(TYP.) O ov�L� PER ISPWC sD 712 W S. TAMAYO PLACE specifications of the Ada County Highway _ _ District (ACHD) and the Idaho Standards For o o INSTALL VALLEY GUTTER Public Works Construction ACHD Supplement PER ISPWC SD 708 2.00' 6 (ISPWC-ACHD). 5. All private improvements shall conform to Idaho ® o . ;d : , „ a . ;, 4W a R13.50' Standards For Public Works Construction / (ISPWC) standards and specifications. \AL O�` 4 INSTALL STREET 6. Contractor to field locate and verify the INSTALL STREET LIGHT PER Z // LIGHT EXISTING STRUCTURE TO�+� \ Q horizontal and vertical location of all utilities O ��b� BE RELOCATED MERIDIAN SUPPLEMENT T1�P.) prior to beginning work. Lo EXISTING STRUCTURE AND - -- - JJ \ \ / 47 00' � � � � � � � � � FENCE TO BE RELOCATED I � � I 30'x40' I \ \ TOT LOT /o\ BLOCK 1 BLOCK 2 O J ; CONTRACTOR TO COORDINATE TOT LOT / O ° EXISTING FENCE TO BE 11 SPECIFICATIONS 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. PRIVATE DRIVE Ln \ 100.00' r I 1 33 00' ® \ SO' 01' 30"E 718.44' \ \ 8'TRAIL. SEE DETAIL THIS SHEET. \ 10'CURB TRANSITION TEAKWOOD SUBDIVISION / CONTRACTOR TO COORDINATE EXACT \ CONNECTION TO TEAK COMMON LOT \ \ III / WITH TEAKWOOD HOA. \ III I liII I I 7 III III / II I III STREET LIGHTING g 0' NOTE: 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 4" DECOMPOSED GRANITE 1. THE EXISTING HOUSE AT BLOCK 2 LOT 5 IS VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, (GREY) OVER 4" BASE COURSE PROHIBITED FROM CONNECTING DRIVEWAY TO AND THE NATIONAL ELECTRIC CODE. LEGEND 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 TRAIL SECTION DETAIL PORTAL AT https://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT NOT TO SCALE AND REQUEST INSPECTIONS. 55 SS EXISTING SANITARY SEWER Zoning Information 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. 20.0' PAVEMENT Proposed Zoning: R-8 4. STREET LIGHT BASES SHALL BE LOCATED TEN (10) FEET MINIMUM FROM TREES, FIVE (5) PROPOSED SEWER SERVICE FEET MINIMUM FROM FIRE HYDRANTS, AND TWO (2) FEET MINIMUM FROM WATER METERS. w PVC C-900 WATER LINE f- SLOPE VARIES (SEE SHEET C-4.0) Dimensional Requirements 5. KEEP ACCURATE NOTES FOR CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A S�PZ'p . ............................................................ . . Minimum Property Area: 0 REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL w) EXISTING WATER LINE Minimum Street Frontage:: 40-ft ft PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR WATER SERVICE,SINGLE 8 DOUBLE / Setbacks Front k(to Garage): 20-ft TO REQUESTING FINAL INSPECTION. WATER \ 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR OWNER X + WATER VALVE,TEE Et BEND Front (to Living Area): 10-ft QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. PRIVATE DRIVE SECTION Interior Side: 5-ft EPIC DEVELOPMENT 7. FOR SUBDIVISION SIGN INSTALLATION: OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD 1831 E.OVERLAND RD FIRE HYDRANT NOT TO SCALE Rear: 12-ft AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. MERIDIAN,ID 83642 EXISTING FIRE HYDRANT (208) 724-6239 (lr) EXISTING GRAVITY IRRIGATION(GI)LINE 20.0' GRAVEL CONTACT:JARRON LANGSTON Millwood EXISTING PRESS. IRRIGATION (PI)LINE ARCHITECT: _-- SLOPE VARIES (SEE SHEET C 4.0) PAVEMENT SECTION TABLE ARCHITECTURE DESIGNS PLUS Subdivision 3 C-900 PVC PRESS. IRRIGATION(PI)LINE CV iV 1831 E.OVERLAND RD PI SERVICE 8 208 METER PAVEMENT SECTION COMPONENT ROADWAY SECTION GRAVEL ROAD MERIDIAN, 34 83642 Site Plan TACT: Y Pa a PI VALVE,TEE$BEND \' BUILDA BUILDABLE E AREA MAP PATTERN ( ) CONTACT: N AREA (A)GLENN WALKER,AIA V PROPOSED STREET LIGHT o EMERGENCY ACCESS SECTION APSHALTIC CONCRETE 2.5" N/A PROJECT: PROJECT# N cl:� NOT TO SCALE SURVEYOR: DRAWN BY: KMW (on) (o%7- EXISTING OVERHEAD UTILITY i CRUSHED AGGREGATE BASE 4.0" 8.0" 5.00' 5.00'- 15' JJ HOWARD SURVEYING REVIEWED BY: ERB A ASTM 3034D PVC STORM DRAIN 47.0' ROW 5,00' STRUCTURAL SUBBASE 10.0" 10.0" 5983 W. STATE ST. SUITE D REVISIONS: - - - - - - - EXISTING STORM DRAIN s COMPACTED SUBGRADE NOT REQUIRED NOT REQUIRED BOISE, IDAHO 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,c6 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. o SAND Et GREASE TRAP f- 2.00% 2.00% -H• y PROPOSED STORM SEEPAGE BED - 02 ) 22095 g PREPARED BY ATLAS TECHNICAALCONSULTANTS.2)AND ADDENDUM(AUGUST EDM PARTNERS - INACCORDANCE WITH THE E TE HNI L REP .................................................................................... PROPOSED GROUNDWATER ��/ N N PO BOX 6925 BOISo OBSERVATION WELL /% MATERIAL SPECIFICATIONS: \ \ ASPHALTIC CONCRETE:ASPHALT MIX SHALL BE SP-3,0.50-INCH(1/2")MIX,PG 58-28. MATERIALS SHALL BE (08)E891 99 87 3' ROLLED CURB PER ACHD 5'CONCRETE SIDEWALK < - - - - - - - - - EXISTING MAJOR CONTOUR ��� PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONTACT.TED BURKE, PE s DATE: A \, SUPPLEMENTAL STANDARD PER ACHD SUPPLEMENTAL\� 1. • %' CONSTRUCTION. G EOTEC H N I CAL ENGINEER: January A - - - - - - - EXISTING MINOR CONTOUR \ \�\DRAWINGS SD-702 STANDARD DRAWING SD-709 anua 9 2023 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 /p\�G .rId 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 It METER(TYP) 3/4"SINGLE WATER / \ � SERVICE PMERIDIAN STD DWG W1 SCALE: 1" = 30' // \ O G \ 0 15 30 60 90 <1 // DEVELOPER: LLI INSTALL 6"PRESSURE IRRIGATION GATE VALVE DEVELOPMENT / p\(G\ / \\ \\ - 4"SS LATERAL o� I \Q, 3 `\ �'s,�o \\ \\�/ (TYP.) 1831 E. Overland Rd Jarron Langston % \ Meridian, ID 83642 208-724-6239 INSTALLV \ PVC PRESSURE IRRIGATION58INE w/LF 6"C500LOF OF 10"SLEEVE \\ O� \\ O� / INSTALL PRESSURE NOTES: \ / IRRIGATION SERVICE 1. This drawing i5 considered preliminary unless INSTALL 2"TEMPORARY \ O BLOCK 2 \ / LINE Et METER(TYP) P Y BLOWOFF 11 affixed with a municipal approval or accompanied by a separate approval document. INSTALL 14 LF 8"C900 l i I INSTALL FIRE 1 0 2. All sanitary sewer improvements shall conform / PVC WATER MAIN HYDRANT ASSEMBLY \ with the standards and specifications of the City of Meridian. INSTALL 6"PRESSURE INSTALL 371 LF 8" \ 3. All culinary water improvements shall conform IRRIGATION GATE VALVE \ C900 PVC WATER MAIN 4.00 with the standards and specifications of the p \ ®® —/ e a City of Meridian. Q INSTALL FIRE 2 4 f All improvements in the public right o way HYDRANT ASSEMBLY C0 shall conform with the standards and C ... _INSTALL 37 LF 8"C900 M M M M M MM M M / specifications of the Ada Count Hi hwa PVC WATER MAIN MH-2 — 2 — 2 — S. TAMAYO PLACE — MH 5 2 — MH 1 District (ACHD) and the Idaho Standards For Y. Z � � � Public Works Construction-ACHD Supplement �� �� � �� �� �� � �5 � 2 (ISPWC-ACHD). Oj INSTALL 125 LF 8" qh � 2 8"SDR 35 SS 2 �� 8"SDR 35 SS 5. All private improvements shall conform to Idaho C900 PVC WATER MAIN gq' •.'. • ' a �. a a. ° a a.°ua a Standards For Public Works Construction / ® (ISPWC) standards and specifications. INSTALL 216 LF 6"cLzoo PVC ® 6. Contractor to field locate and verify the PRESSURE IRRIGATION LINE 3.49 f INSTALL WATER I 4"SS LATERAL \ horizontal and vertical location of all utilities p\ ' N SERVICE SLEEVE- — J (TYP.) I \ \ prior to beginning work. 1675 / / O 4"SS LATERAL N SEE UTILITY INSTALL SEWER � 3 (TYP.) 2 I . � � - SERVICE SLEEVE. SERVICES NOTE#1 3/4"DOUBLE WATER SEE UTILITY \ / 3/4"SINGLE WATER SERVICES NOTE#1 SERVICE PER MERIDIAN I 3 I \ BLOCK 1 SERVICE PER MERIDIAN STD DWG W1 (TYP.) BLOCK 2 I I TOTT LOT I / STD DWG W1 (TYP.) °' H N 18 17 16 15 14 13 12 / o � I I � p\�G� p � L - - - - - - J O 11 Z �LA� IRRIGATION SERVICE TO CONNECT TO EXISTING a PRESSURE IRRIGATION to REMOVE BLOW OFF NEAR REAR LOT LINE, w AND CONNECT TO TYPICAL LOTS 12 18 EX. 8"WATER MAIN CONNECT TO EX. 6" EX. IRMH-11 (i ) (ir) (ir) ( i) (ice— it p1 i)(ir \ \ \ EX. 12"PVC IRRG( 1 .:a - / INSTALL 6"PRESSURE PRESSURE IRRIGATION MAIN I I / \ EXISTING 6"PRESSURE I I I IRRIGATION GATE VALVE \ IRRIGATION MAIN III I III I EX. IRMH-10 \ / EXISTINGRRIGATION MAIN III ^IEX. MH-6 EXISTING 12"GRAVITY \ / 3 ' III IRRIGATION LINE / co III I / III I W III I � / III N III UTILITY CROSSING KEYNOTES STREET LIGHTING 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. FiVG�A 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 F W W PVC C-900 WATERLINE 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 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) 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 1/09/24 O 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 Cn 2 Z� 44/ D4 s. 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 9 10 7. FOR SUBDIVISION SIGN INSTALLATION: OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 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 (ir) EXISTING GRAVITY IRRIGATION(GI)L. 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)LIN WASTEWATER RULES(IDAPA 58.01.16). FIRE MERIDIAN FIRE DEPARTMENT (208)888-1234 Subdivision a� C-900 PVC PRESS. IRRIGATION(PI)Lit � 0 PI SERVICE Et METER Master Utility Plan PRESSURE IRRIGATION NOTES: UTILITY SERVICES NOTES: ua PI VALVE,TEE 8 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 (oh) low 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 ® 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 A DATE: - — — — — — — EXISTING MINOR CONTOUR January 9, 2023 w PROPOSED MAJOR CONTOUR SHEET NUMBER: PROPOSED MINOR CONTOUR C.7 DM Partners 2815 E 3300 S Salt Lake City UT 84109 _Q66j) O// // / (801) 305-4670 wvvw.edmpartners.com li / (2660)\ // / / �// / \\ \ / / // / `\ /' / / " SCALE: 1" = 30' 2659 0 15 30 60 90 <1 /' 0.8% // DEVELOPER: LLI 00 / 2660 6\1 DEVELOPMENT ma's 1831 E. Overland Rd J arron Langston / / I O I (2657) I \ 120'� \ \� \ / // / g \\ � o / Meridian, ID 83642 208-724-6239 SD-18, SAND GREASE TRAP Lb�� \\ Od NOTES: PER DETAIL. SEE SHEET C-4.1 ( 656) 2659 1. This drawing is considered preliminaryunless / //,p� // 1 INFILTRATION Q25:1.92, Q100:2.69 BLOCK 2 - CT / / _ _ TBC/RIM: 2656.19 \ / affixed with a municipal approval or � BASIN, SEE � a / P PP J /// //// / \ / DETAIL THIS FL IN: 2653.21 15"(W) _ \ ° // / accompanied by a separate approval document. INV OUT: 2652.16 SHEET. FL OUT: 2652.26 15"(E) - \ o, ' Y P 2. All sanitary sewer improvements shall conform (2655), 10.46 LF OF 15"PVC \ with the standards and specifications of the SD-14,CATCH BASIN/SEDIMENT / SD @ 0.96% \ // / \ \ City of Meridian. oo BOX PER ISPWC ACHD SD 604A -2657 \ // // / / 1 � ���, Q25:1.92, Q100:2.69 \\ ' . ./ �/ / 8.44 LF OF 15"PVC � / \ 3. All culinary water improvements shall conform / / / TBC: 292, Q1 MONITORING WELL, \ / // with the standards and specifications of the SD @ 0.91% FL OUT: 2653.29 15"(E) _PER ISPWC SD-627 �/// /' // City of Meridian. SD-16, / 4. All improvements in the public right of wa SD-10,CATCH BASIN PER STA 4+98.37, 20.00'LT. ° SD 7, CATCH BASIN/SEDIMENT ° / p p g y ISPWC-ACHD SD-604A TBC/RIM: 2656.14 BOX PER ISPWC-ACHD SD-604A �, // shall conform with the standards and Q25:0.39, Q100:0.55 FL IN: 2653.08 15" (E) 2656 Q25:0.91, Q100:1.27 \ o 5� \ specifications of the Ada County Highway TBC: 2656.07 TAMAYO PLACE o.5% \ TBC:2656.14 .I FL OUT: 2652.03 18" (S) 0.5% \ / District (ACHD) and the Idaho Standards For FL OUT: 2652.89 15"(S) 35.27 LF OF 15"PVC -FL OUT: 2652.98 15" (W) - - - - - / Public Works Construction-ACHD Supplement GEOTECHNICAL SD C�0.50% 4.75 LF OF 15" \ / PP TEST PIT"TP-1" I PVC SD C�2.10% /� MONITORING WELL, o N 1 (ISPWC ACHD). O GROUNDWATER: 14.8'BGS BSA PER ISPWC SD 627 / a. 5. All private improvements shall conform to Idaho 87.99 LF OF 18"PERFORATED , •.. ,,..... .. a // SD PER ACHD-ISPWC SD 611E 1 o -Ln PVC SD @ 0.00% :;.. a. . a.... / / Standards For Public Works Construction v. a ... / 00 �/ // / Q25:0.39, Q100:0.55� i / \ // (ISPWC) standards and specifications. V, / TBC/RIM:2655.84 o rvv, \ /// 6. Contractor to field locate and verify the W -w U� SEEPAGE BED SB-1, FL IN: 2652.71 15"(N) W 'w o � 84.00' l GEOTECHNICAL / \ horizontal and vertical location of all utilities / // / / FL OUT: 2652.71 18"(W) 5.00 LF OF 15"PVC 265 SEE SHEET C-4.1 TEST PIT"TP 2" \ / '/ \ \ Prior to beginning work. /�/ SD @ 2.00% W SEEPAGE BED SB 2, / / GROUNDWATER: 5.7'BGS SD-8, CATCH BASIN PER } SEE SHEET C-4.1 ISPWC-ACHD SD-604A I`" Q25:0.12, Q100:0.16 _ BL / L653If LOCK 1 o TBC: F / / FL OUT: 2652.48 15"(S) Z a o 0 0 \ c N / o SD-12,SAND Et GREASE TRAP d U_ o p N N - - c�i i PER DETAIL. SEE SHEET 4.1 N w 1$ 17 1 16 1 _ 14 1- _ 13 S S C O O O - - -_ _ _ \ Q25:0.51, Q100:0.71 cn O / RIM: 2656.50 .0% 2.0% � , o - ___ _ VA A 1-111 / �b5 j A / FL IN: 2652.38 1$' (N) �6 ��� o (2653) 88 FL OUT: 2651.43 18" (W) � ^ (265 5 2 � 0.0% � 2657 -2655 - / _ 10.00' _ _ - - - - - 2656 \ MONITORING WELL, / PER ISPWC SD-627 a - o MONITORING WELL, PER ISPWC SD 627 / I III I CONNECT TO \ III EXISTING ROAD III I I III SOD FINISH FREEBOARD: Infiltration Basin 6" FOR WATER DEPTH < 3' Top Area (sf): 2203 Soil Infiltration Classification @ Bottom of Seepage Bed: GP/GP-GC 12" FOR WATER DEPTH > 3' FG/TOP OF BASIN - 2656.00 Soil Infiltration Rate of Soil Type: 12in/hr / - - Bottom Area (Sf): 772 Design Infiltration Rate: 1 in/hr -� 100-YR W.S.E. = 2655.27 Design WSE (ft): 2655.27 Geotech Report: B220951 g pNAL FNc Bottom Elevation (ft): 2653.00 F /F NOTES: `� Surface Volume (Cf): 4463 1. PRIOR TO CONSTRUCTION OF INFILTRATION BASIN, CONTRACTOR TO DIG TEST PIT AT 14176 THE CENTER OF THE PROPOSED BASIN. CONTRACTOR TO EXCAVATE TO AT LEAST 2648.33 (P�1/09/24�0 � ��} Additional Underground Storage Volume TO CONFIRM SHGWE. IF GROUNDWATER IS FOUND ABOVE THIS ELEVATION, CONTRACTOR �29�F OF W N 4"MIN TOPSOIL OR Footprint (sf): 2203 TO NOTIFY ENGINEER IMMEDIATELY FOR ADJUSTMENTS TO DESIGN. Ro R . . o w �` AMENDED NATIVE MATERIAL Area 1 2203 CF w a WITH VEGETATION GEOFABRIC LINER TO Depth (ft): 1.00 a EXTEND TO TOP OF BANK 2. CONTRACTOR TO CONDUCT INFILTRATION TESTING AT THE LOCATION OF EACH BMP 3 AND EDGE OF PITRUN (MIN.) Void Space Ratio 0.40 ONCE THE BMP IS FULLY EXCAVATED. IF IN-SITU RATE IS LESS THAN THE DESIGN RATE OF 1 Millwood 4" MIN TOPSOIL OR Total Underground Volume 881 CF IN/HR, CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY FOR RE-DESIGN. IF IN-SITU AMENDED NATIVE MATERIAL GEOFABRIC LINER TO WRAP RATE IS GREATER THAN THE DESIGN RATE OF 1 IN/HR, CONTRACTOR TO CONTACT WITH VEGETATION AROUND WASHED GRAVEL Total Basin Storage Volume 5344 CF ENGINEER IMMEDIATELY TO DETERMINE IF RE-DESIGN/SIZE OPTIMIZATION IS WARRANTED. Subdivision \ 0.33' BOTTOM BASIN: 2653.00 AREAS EXCEPT AT BOTTOM OF POND AREA Drainage Plan STORMWATER BASIN NOTES: ra 2"WASHED AVEL "AREA 1 1 . ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM. SLOPES SHALL HAVE IRRIGATED TURF GRASS, DRY LAND IT GR " GRASS, OR WETLAND VEGETATION AS APPROPRIATE. NO IRRIGATION ON BASIN FLOOR. NO WOODY VEGETATION BELOW PROJECT: PROJECT# an EL:2651.80 100-YEAR WATER SURFACE OR WITHIN 10' OF EMBANKMENT SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD STORMWATER DRAWN BY: KMW 1.00' SHGWE ANTICIPATED SHGWE: <2648.33 MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL AND SPECIFIC BMP'S FOR ADDITIONAL VEGETATION REQUIREMENTS. REVIEWED BY: ERB a - - 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE AFTER CONTRIBUTING DRAINAGE REVISIONS: AREA HAS SITE SEDIMENT Et EROSION CONTROL MEASURES IN PLACE. No. DATE REMARKS T SEPARATION FROM 3. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL. TOPSOIL SHALL BE STOCKPILED SHGWE, MIN. AND USED AT FINAL GRADING TO ESTABLISH VEGETATION. b 4. FILL MATERIALS FOR EMBANKMENT, INCLUDING BERMS, SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, SC, CH, OR CL AND MUST HAVE AT LEAST 30% PASSING THE #200 SIEVE. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR x EXTEND 12"MINIMUM INTO TO PLACEMENT 0 FILL. EMBANKMENT FILL SHALL MEET ISPWC CLASS C COMPACTION REQUIREMENTS. CONSIDERATION MAY FREE-DRAINING SOILS. NOTES: BE GIVEN TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF DESIGNED BY A GEOTECHNICAL ENGINEER. 1. BASIN FOOTPRINT IS 772 SF WHICH IS LESS THAN 1500 SF.A FLOW BYPASS ACHD 820 INCLUDED IN THIS DESIGN. AND HIG DH 5. AN EMERGENCY SPILLWAY IS ENCOURAGED WHERE POSSIBLE. DATE:6. ALL EXPOSED PIPES TO BASINS SHALL BE RCP OR HAVE AN END SECTION WITH UNEXPOSED PIPE TO RESIST DEGRADATION January 9 2023 a INFILTRATION BASIN FROM WEATHER. w NOT TO SCALE 7. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. SHEET NUMBER: C �4eO C.7 18" PRE-MANUFACTURED PERFORATED DM ' PVC ASTM F679 PIPE 18" PRE-MANUFACTURED PERFORATED ADS N-12 OR APPROVED EQUAL. Partners PVC ASTM D 3034 PIPE OR APPROVED EQUAL. PERFORATIONS ON TOP PERFORATIONS ON TOP (1/2 OF PIPE ONLY) . (1/2 OF PIPE ONLY) . CONST. GROUND 2815 E 3300 S, Salt Lake City, UT 84109 WATER OBSERVATION 2" WASHED (801) 305-4670 wvvw.edmpartners.com PLAN VIEW WELL WITH METAL CAP 1800' GENERAL NOTES AND LOCK PER ANGULAR DRAIN s 1. REFER TO THE LIMITED SUBSURFACE INVESTIGATION REPORT (MAY 21, 2022) AND ADDENDUM (AUGUST 2, 2022) B220951g ISPWC-ACHD SD-627 ROCK /"PERFORATIONS IN VALLEYS OF DRAIN ROCK MAY CORRUGATED PIPE 5 EACH. PREPARED BY ATLAS TECHNICAL CONSULTANTS. GROUNDWATER IS EXPECTED TO REMAIN AT OR BELOW THE DEPTH REPORTED (FG) BE OVER PIPE (FG) VARIES 1.5' MIN. WITHIN SAID REPORT. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX SHGW ELEVATION. INFILTRATION TESTING WILL BE CONDUCTED AT THE LOCATION OF EACH BMP ONCE THE BMP IS FULLY / �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ / �� III = EXCAVATED. DESIGN MAY BE ADJUSTED IF IN SITU INFILTRATION RATE DIFFERS SUBSTANTIALLY FROM RECOMMENDED RATE. - � O w iVA�VA�� VAS VAS VAS VAS VAS VAS VAS VAS VAS VAS VAS VAS VAS VAS VAS VA�� VAS VA z O r ���������/ V���V���V���V���V���V���V���V���V���V���V���V���V���V���V���VA��� ��VAVA 2. ALL G EOTEXTI LE SEAMS SHALL OVERLAP ONE (1) FOOT MINIMUM. TOP OF SYSTEM T (T) � � � � � � � � � � � � ��/��/��/�/� ��//�/ 3. BED WIDTH SHALL REMAIN CONSTANT. �� _ , 4. THE MINIMUM DESIGN PER PERCOLATION RATE FOR THEUNDERGROUND T R DRAT FA FACILITIES IS 6. INCHES PER HOUR TO MEET SCALE: 1 - 30 TOP OF PIPE (TIP) 4 p M N UMCO 0 STORM M N C S 0 NC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O a THE REQUIREMENT OF INFILTRATING 90%VOLUME WITHIN 24 HOURS AND SHALL BE VERIFIED IN FIELD. SLOPE=0.0% III= �p p 5. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE v O ap BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST.) IF THE PERCOLATION IS LESS THAN 0 15 30 60 90 -� W 4 SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DEVELOPER: 18 SOLID WALL PVC ASTM D 3034 PIPE 7 m �p O� co �p DRAINAGE TO OCCUR OR RE DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. EXTENDED 5 INTO DRAIN ROCK a aQ ( �_ Op -O 6. WATER AND SEWER SERVICES CROSSING SEEPAGE BED SHALL BE SLEEVED PER OPTION 2 OF ACHD STORMWATER DESIGN 18" PRE-MANUFACTURED PERFORATED 0 O3/4„ w -4 GUIDELINES SECTION 82 - DETAIL 12. OO a Op - aQ ANGULAR Op 7. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. PVC ASTM F679 PIPE OR APPROVED EQUAL.- l�a �� PERFORATIONS ON TOP 1 2 OF PIPE ONLY). -O ROCK, 50% v p 8. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE ( / ) aQ aQ SINGLE �_ / 1n�Op� CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF MARKERS DURING DEVELOPMENT III -O O A NON-WOVEN CONSTRUCTION AND PRIOR TO BACKFILLING. �O O FRACTURED p ASH TO M288 CLASS II NO 0 N BOTTOM (B) III a ap a� FACE C GEOTEXTILE ON TOP AND SIDES ONLY III SAND LAYER TO � i SAND LAYER TO 1831 E. Overland Rd Jarron Langston III D MIN.) III D MIN.) Meridian, ID 83642 208-724-6239 BOTTOM OF III ASTM C-33 SAND III III ASTM C-33 SAND NOTES: SAND (BS) z III-III-III- III III III III III N I-I I 1. This drawing is considered preliminary unless affixed with a municipal approval or SHGWE ` ' -III III III III III„ III III FOOT PLATE accompanied by a separate approval document. (W) VARIES SEE PLAN 2. All sanitary sewer improvements shall conform with the standards and specifications of the STORMWATER RETENTION SYSTEM SCHEDULE City of Meridian. TOP VOLUME VOLUME DEPTH TO NOTES: 3. All culinary water improvements shall conform DRAINAGE FINISH GRADE TOP PIPE LENGTH WIDTH DEPTH BOTTOM BOTTOM INF RATE (IN with the standards and specifications of the BMP NAME AREA (FG) SYSTEM (TP) (L) (W) (D) SYSTEM (B) SAND (BS) HR) SOILS REQUIRED PROVIDED GROUND SHGWE 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND City of Meridian. (T) (FT ) (100YR) (FT ) WATER SHALL VERIFY AL MATERIALS LOCATION AND SIZE. 4. All improvements in the public right of way 2. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO shall conform with the standards and SB-1 DA-3 2656.10 2654.60 2653.53 84.00 14.50 5.00 2647.60 2646.10 1.00 SC/GP/ 2020 2436 9.07 2644.88 SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM specifications of the Ada County Highway GP-GC OF 3'CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF District (ACHD) and the Idaho Standards For GROUND WATER IS ENCOUNTERED WITHIN 3'OF THE BOTTOM OF ANY Public Works Construction-ACHD Supplement INFILTRATION FACILITY. SC/GP/ (ISPWC-ACHD). SB-2 DA-2 2656.00 2654.50 2652.93 56.00 10.00 6.00 2648.50 2647.00 1.00 GP-GC 1129 1344 13.60 2639.90 5. All private improvements shall conform to Idaho Standards For Public Works Construction (ISPWC) standards and specifications. 1. DRAINAGE CONTRACTOR SHALL INSTALL 2"SCH 80 WATER CLASS PIPE CONDUITS, PER ACHD STORMWATER DESIGN GUIDELINES DETAIL SUBSURFACE INFILTRATION BASIN 6. Contractor to field locate and verify the horizontal and vertical location of all utilities 07,THROUGH STORMWATER RETENTION SYSTEM FOR WATER SERVICES, UNDERGROUND POWER LINES,GAS LINES AND TELEPHONE TYPICAL CROSS SECTION LINES. SEWER SERVICES SHALL BE PLACED IN 6"DIA.SCH 80 PIPE THROUGH STORMWATER RETENTION SYSTEM. THE PRECISE LOCATION, NOT TO SCALE prior to beginning work. DEPTH AND SIZE SHALL BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER. 2. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF STORMWATER RETENTION SYSTEM TO PROVIDE 5'MIN.CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE STORMWATER RETENTION SYSTEM. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. 3. ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUND CAP. 4. ALL WASHED STONE IN INFILTRATION TRENCH TO BE 3/4"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. 6. CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF SEEPAGE BED MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING.THE LOCATORS ARE SUPPLIED BY ACHD AND ARE$20 EACH AND MUST BE PAID FOR PRIOR TO PLAN APPROVAL. 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 CONSTRUCTION.IF GROUNDWATER IS FOUND TO BE ABOVE ELEVATION LISTED ON PLANS,CONTRACTOR TO IMMEDIATELY CONTACT ENGINEER TO DETERMINE IF RE-DESIGN OF INFILTRATION FACILITIES IS WARRANTED. S&G TRAP SCHEDULE S& BAFFLE T TRAP Et SEtG TRAP D RIM A INV IN B WEIR C2 BAFFLE C1 INV OUT SPACING TRENCH SIZE TS SD-12 1000 2656.26 2652.38 2652.18 2651.68 2651.43 20" SD-16 1000 2656.13 2653.08 2652.78 2652.28 2652.03 20" SD-18 1000 2656.15 2653.21 2653.01 2652.51 2652.26 20" 1000 GAL. 102" ONAL F PROVIDE GRADE RINGS AS 24" DIA. TRAFFIC RATED FRAME NECESSARY (12"MAX.). SET FLUSH AND OPEN GRATE, PROVIDE WITH FINISH GRADE. SEE CONCRETE COLLAR IF NOT 14176 N 1/09/24 0 RIM=A PLANS LOCATED WITHIN SIDEWALK. Z, 44/ \\\/\\j\\j\\j /` i\ \/\\K a , q TF O F � \ \ \\S\��' 24" DIA. TRAFFIC RATED FRAME R g a` * AND STANDARD MANHOLE COVER, O R PROVIDE CONCRETE COLLAR IF • ' NOT LOCATED WITHIN SIDEWALK. A • MillwoodSTORM DRAIN BAFFLE SPACING = TS Subdivision g �d INV. OUT = D a SAND/GREASE TRAP \N ; OLD CASTLE PRECAST Drainage Details �N APPROVED EQUAL 18" SOLID PROVIDE WATER-TIGHT SEALS WITH BAFFLES) PROJECT: PROJECT# WALL PVC » gPF DRAWN BY: KMW 1000 GAL. 102 " ASTM F679 REVIEWED BY: ERB a PIPE PLAN VIEW REVISIONS: No. DATE REMARKS U ".•I .• • .d •. : N • b PROFILE VIEW SAND & GREASE TRAP DETAIL A PER ISPWC SD-624 NOT TO SCALE DATE: January 9, 2023 W NOTE:SAND AND GREASE TRAP TO COMPLY WITH ACHD v STORMWATER DESIGN GUIDELINES BMP 20 SHEET NUMBER: C �4el C.7 00 t7_ - - -.o c7- - o l7 - - -� LU W - - - - - `n WDM ' '10 LLJ Partners //ff� // \ 10 Lf) \ - - -- - -�- 2815 E 3300 S, Salt Lake City, UT 84109 (ohm �oh� doh)- -4nh)- 4-oh) m -(ohm -4D / h)// (oh) /oh) Jx)" W (oh M Q66�1 EP:2661.01 O/ // // / / (801) 305-4670 www.edmpartners.com `10 �� -- J (76601• / EP:2660.97= - 7 // i / // // " N LU 2660.78 N \ \ EP:2661.24 EP:2660.86- - ' EG Ln 10 W \, / / \ N �� - / �� SCALE: 1 - 30 N LLI rJ N O � W s� y/ 0 15 30 60 90 � _ W r °L ° / // / DEVELOPER: N \\ w // 6 EP:2659.96 0-�/ 2660.bG1 ::E 00 v r� 00 0 ///�`/ N DEVELOPMENT W / / N / \ \ \ � / / \ \ � / hb Q / O (265�) \ o \\ \, / � \ // / / / 1831 E. Overland Rd Jarron Langston 5b N 1.1% \ 2659.95 Meridian, ID 83642 208-724-6239 W \\ b \ O o EP:2659.04 �Lh� N EG N / tiLb 3 N \ / m � w 811 / NOTES: / -(2656)- - - - \ N / -'C`! a �i EP/BOW:2658.80 / / 1. This drawingis considered preliminary unless BLOCK 2 bhp \ / I I // P Y W, affixed with a municipal approval or u GL:2658.51 / P Y P 0.5/ ° r� / accom anied b a separate approval document. -(2655 _ \ T TBRC/PC:2658 1 66 10 2. All sanitary sewer improvements shall conform TBRC:2656.70_ TBRC:2657.38 ) I rn N // TBRC/PT:2658.37 00 rn // \ with the standards and specifications of the �C � N �, � N ,, 10 ,, // City of Meridian. .O 10 .p �O N 10 r\ N N N / \ N 10 N N N-2657 N N a ° a a / \ 3. All culinary water improvements shall conform "' ! v uCf! u v vcl� v ° o° N �s�^ v v //// with the standards and specifications of the m co m 'a 7-�co m m m oo / City of Meridian. W/ / / I h \ 2657 �,s 1'4 ° >° // 4. All improvements in the public right of way N ^ // shall conform with the standards and �N 1.b5b // / I r o TAMAYO PLACE o 0.5� N �� N o _ 2659 EG specifications of the Ada County Highway / o CWN:2656.24 0.5/ J _ District ACHD and the Idaho Standards For "' / // I CWN�FG:2657.76 TBRC/PT:2658.19 Public Works Construction-ACHD Supplement / I 2656 0 0.5% O �/ (ISPWC ACHD). 5 o TBRC/LP:2656.14 `" I � 6s4J N o.5i N 5. All private improvements shall conform to Idaho I M ° �> ° .. a . �, .., , ° : a N Standards For Public Works Construction �'_ J I m (ISPWC) standards and specifications. r'ocl- 10 LIA Ln 4 I � >° N N N N N 10 N N N N 6. Contractor to field locate and verify the M W I� ��-� \ a \ horizontal and vertical location of all utilities / co m co_2657 � H H v N prior to beginning work. TBRC:2656.39 O BLOCK 1 oj. �tib� 18 17 15 _ _ _ 14 ' -f� _ 13 Nl 12 ,^, 2.0% 2.0% A\ V / / i v \ / 10 vv IN IN w w - - - - - - - - lbh \� (2653) EP/BOW:2657.16 4 i (2652) I 2658 v w // / // /, // 0.0% / f \ TOP:2657.32 O �26`� � 2658- I TOP:2658.40 - O TOP:26�1 -2657 Ln 10 / 2 55 6 2653.95 w EP/BOW:2657.46 Ln - _ - TOE:2653.94 TOE:2654.30 EG "' "' TOE:2654.64 _ M _ 1-4 Ln W M W N W �N W_ i O W \ \ / o TBRC:2657.40 - _ \ v c - - _ 10 W l\ N \ N / N ; /N \ \ / \ / EX-GL:2657.23LL III EX-GL:2657.27 / \ / III CONNECT TO EXISTING ROAD \ / III I!I III LEGEND SPOT ELEVATION LEGEND (ss) (so- SDR 35 PVC SANITARY SEWER ss ss EXISTING SANITARY SEWER EG EXISTING GRADE ® SANITARY SEWER MANHOLE GL GUTTER LIP PROPOSED SEWER SERVICE ONA L FiyG/A GB GRADE BREAK w w PVC C-900 WATER LINE (w) Iwl EXISTING WATER LINE CWN ROAD CROWN ELEVATION 14176 WATER SERVICE, SINGLE Et DOUBLE (P>,1 09 24�0 � EP EDGE OF PAVEMENT �'9TF D4 9 WATER VALVE,TEE Et BEND q"S'D R �J TBRC TOP BACK OF ROLLED CURB FIRE HYDRANT EXISTING FIRE HYDRANT TOP TOP OF SLOPE � (ir) EXISTING GRAVITY IRRIGATION(GI)L Millwood TOE TOE OF SLOPE 3 EXISTING PRESS. IRRIGATION(PI)LIN BOW BACK OF WALK ELEVATION Subdivision C-900 PVC PRESS. IRRIGATION(PI)Lit b PI SERVICE Et METER RIM STRUCTURE RIM ELEVATION Site Grading Plan c� ua PI VALVE,TEE 8 BEND EX-* TIE TO EXISTING FEATURE N i PROPOSED STREET LIGHT PROJECT: PROJECT# ronl (off EXISTING OVERHEAD UTILITY DRAWN BY: KMW REVIEWED BY: ERB AASTM 3034D PVC STORM DRAIN REVISIONS: 0 - - - - - - - EXISTING STORM DRAIN No. DATE REMARKS 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 A - - - - - - - EXISTING MINOR CONTOUR DATE: January 9, 2023 w PROPOSED MAJOR CONTOUR SHEET NUMBER: PROPOSED MINOR CONTOUR C �4e2 C.7 \ I DM (p ) Partners 2815 E 3300 S, Salt Lake City, UT 84109 i ^1\ \ e \ \ \ \\\\�� Cy\\ I (801) 305-4670 wvvw.edmpartners.com - \ BOCK1 SCALE: 1 - 20 0 10 20 40 60 DEVELOPER: DEVELOPMENT �'161 I > \\ \\ \ \ \ \\\\ 1831 E. Overland Rd Jarron Langston Meridian, ID 83642 208-724-6239 I I I \ \ \\\ \ I NOTES: \ I I I \ - - - - - - - - - - - - - - - - - I I \\\ \\ \ I 1. This drawing is considered preliminary unless affixed with a I I I I \\\ \\ \\ \ I accompanied b anse�parate al approval approval document. TBRC/8, 16.54'LT. O�y / \ \ \\ P y P v TBRC/GB:2656.45 � � , \ �j� \\ \ I 2. All sanitary sewer improvements shall conform cn , 2+43.78, 16.50'LT. . \ i \\�y with the standards and specifications of the U) cn 1+29.79, 16.49'LT. a. 11+54.84, 16.50'LT. 4 a p . ° . TBRC:2656.16 c. a 2+88.85, 16.50'LT. \ �� I \\ \\ O _ � _ TBRC:2657.40 TBRC:2657.07 ° TBRC:2656.70 i l \\ �� I City of Meridian. r--- - - --__=_- - - - - - _ _ _ _ Y \\ \\ v 3. All culinary water improvements shall conform J W I W I .•• w 1+39.08, 16.50'LT. I \ \\ with the standards and specifications of the W) (W) (W) - - o ( ) ( �� TBRC/GB:2657.31 I \\ \ ( - - I o m I SPRINGLOYD STREET C \ \ I City of Meridian. I I Ni I 1+94.88, 0.04'LT. 2+43.78,0.00'LT. `" I 3�0o s6 \ 4. All improvements in the public right of wa - I+00 CRWN:2657.50 I I I 1.3% �65�1 CRWN/GB:2656i53 2+00 _ CRWN:2656.23 1.5% j� \ \ \ \\\\ \ \ I p y I I I I a 2+gg,85,o.00'LT. \ \ � ' shall conform with the standards and - ~_ \ � � � � \ �� ' specifications of the Ada County Highway 1+39.08,0.00'LT. -CRWN:2656.78 \ \\ \ \ \ District ACHD and the Idaho Standards For (SS) (SS) ` (55) (SS) (SS) I�o I I CRWN/GB:2657.39 0 ° W � °b O l I a \ �\ \ \ \ \_ I ( )1 \ i \ i N o N* o N \ y\ \ \ Public Works Construction ACHD Supplement _ I n 0 1+98.83, 16.50'RT.�� (ISPWC-ACHD). _ - _ - - - - - - - - v oA o TBRC/PC:2656.39 2+88.70, 16.50'RT. - _ \ \ \ \ \ - - - - - - - - - - - - - - - - - - - _ TBRC:2657.38 \ \ \ \ \ \ \ \ 5. All private improvements shall conform to Idaho 1+29.79, 16.51'RT, ° ° �' 4 I.i °I' .A ° SD ° - _ ' \\�\ \ GM \ \ \ , / Standards For Public Works Construction -TBRC:2657.40 S �^� , \ T \\ \ \\ \ \ I (ISPWC) standards and specifications. 1+39.08, 16.50'RT. 1+94.88, 16.46'RT. $ \ <D \ : 6. Contractor to field locate and verify the TBRC/GB:2657.31 I i I i TBRC/GB:2656.44 �Op °a . 4.4% 3.2% horizontal and vertical location of all utilities prior to beginning work. ° v ( BLOCK 2 I BLOCK 2 \\ / A \ I MATCHLINE a 'e"' I O SEE C-5.1 III ` SPOT ELEVATION LEGEND 2680 2680 Ln TBRC TOP BACK OF ROLLED CURB N o M On M C9 M LLn PVI STA: 1+27.42 � 10 PVI STA: 2+43.98 10 N PVI ELEV: 2657.57 10 10 PVI ELEV:2655.77 1 m GB GRADE BREAK '(14 AD: 1.94% N N AD: 3.78% N " W w w w K: 12.00 j K: 26.00 > CRWN CROWN CO LVC:23.33 C° LVC:98.20 "' HIGH PT STA: 1+20.55 LOW PT STA: 2+35.02 2675 HIGH PT ELEV:2657.54 LOW PT ELEV: 2656.22 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� F 2665 2665 0 14176 �(P 1/09/24�0 40 OF JQ� R . 2660 2660 Millwo o d b 0. %- - - -1.54% FINISHSubdivision GRADE � \ - - - o GRADE BREAK / Roadway Improvement Plan 2655 GRADE BREAK \ - - - - / 2655 Sprinloyd Street- EXISTING N \ GRADE PROJECT: PROJECT# \ - - - - - - - - - - - - - DRAWN BY: KMW \ REVIEWED BY: ERB a REVISIONS: 2650 2650 No. DATE REMARKS U 'O O O O` 01 O + 2645 2645 DATE: a 1+00 2+00 3+00 4+0(1+07 January 9, 2023 w SHEET NUMBER: C � 500 M U (2659) DM Partners 2815E 3300 S, Salt Lake City, UT 84109 (265 \\ \\ Oyu / / (801) 305-4670 wvvw.edmpartners.com � TBRC:2658.43 1+81.45, 57.50'R / // / / / • (2656) - - _ _ _ _ \\ / / / / 1+648.0, 57.55 R BLOCK 2 / a ° SCALE: 1" = 20' MATCHLINE (2655) SEE C-5.0 - - _ - 1 o 1+48.50, 42.50'R6 TBRC/PT:2658.36 0 10 20 40 60 / r 1+81.50, 42.50'R / O^y DEVELOPER: Co I TBRC/PC:2657.91 J \ TBRC 50,16.50'R / O R28.00' \ \ 2+07.50, 16.50'R a' N R26.00' a °. 1+15.55, 16.50' R a / A. � v °. a \ v v � d. °. . °. ." ° � .� v. v ° ..' ° : ' .' O ° _v .a R15.50' / DEVELOPMENT \ ti. .° / ° v ° V < °: v ° v TBRC/PC:2656.06 °. 5+00.11, 16.50'R TBRC:2656.20 TBRC:2656.44 TBRC:2656.69 TBRC:2656.93 / 4+70.91, 16.50'R �_ 4+20.91, 16.50'R 3+70.91, 16.50'R 3+20.91, 16.50 R _ / / TBRC:2656.16 ,p r, / / I 5+61.11, 0.00' � :2656 f N \ .,)651 N \ CWN:2657.76 W N6 TBRC00,1.00'R/ JLangston 0.5% S. TAMAYO PLACE \ 0.5% \ 0.5% 1+64.95, o.00' 1+00.00, 1.00'R Meridian, ID 83642 208-724-6239 I - � - - // / / + 5+00 I 4+00 3+00 2+00 "o 1+0 / 5 89 I CWN:2656.23 � �p \ r, 1 B00.00, 1 00'L 9/ / NOTES: // I 5+44.61, 0.00' P C/3 I � O H a / / / TBRC/PT:2656.06 iN o 0 o / N 0 N1 0 / 1. This drawing is considered preliminary unless / ^ I 5+00.11, 16.50'L M o J affixed with a municipal approval or / I N - / / accompanied by a separate approval document. J / v" .v by / 2. All sanitary sewer improvements shall conform TBRC:2656.23 ° ° TBRC:2656.71 °. v ° ` 'O\ ° R15.50' a TBRC:2656.95 TBRC:2657.19 ° '° v TBRC:2657.45° TBRC:2657.69 TBRC/PC:2657.. / / with the standards and specifications of the 4+66.12, 16.50'L �3+66.11, 16.50'L 3+16.21, 16.50'L 2+66.11, 16.50'L 2+13.61, 16.50'L 1+63.61, 16.50'L 1+15.50, 16.50'L / 5° / / City of Meridian. / TBRC:2656.47 \ \ / v p 4+16.11, 16.50'L \ / / / 3. All culinary water improvements shall conform / I MATCHLINE with the standards and specifications of the / I SEE C-5.0 `'� - - - - /� \ / / / City of Meridian. / I � / / \ / / / 4. All improvements in the public right of way shall conform with the standards and specifications of the Ada County Highway / District (ACHD) and the Idaho Standards For \\ a TOT LOT I SPOT ELEVATION LEGEND Public Works Construction-ACHD Supplement \ _ BLOCK 2 (ISPWC-ACHD). BLOCK 1 \ / I I / / 5. All private improvements shall conform to Idaho as TBRC TOP BACK OF ROLLED CURB Standards For Public Works Construction (ISPWC) standards and specifications. 18 17 16 // _ 1 1 I\ I / / GB GRADE BREAK 6. Contractor to field locate and verify the ° \ _ _ _ _ _ _ _ _ -J / horizontal and vertical location of all utilities N - - - - - ___ - - _ _ \\\ / CWN CROWN prior to beginning work. PC POINT OF CURVATURE - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- _ _ - - - - - _ - - -\ �� \\\ \ // - - - - - - - - _ ___�___________ ____ - - ___-- - - - - - - - \\ y \\\ \ PT POINT OF TANGENCY - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - w - a `�� EA EDGE OF ASPHALT a \ _ _ � /J 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 Ln 00 N O 1 W Ln Ln 11'1 10 1 N N (V m CO M Ll 0 2675 2675 VERTICAL SCALE: 1" = 4' 0 2 4 8 12 oNAL FN 2670 2670 14176 �N�1/09/24�0 � OF JQ� R . 2665 2665 Millwood b Subdivision 2660 2660 Roadway Improvement Plan FINISH [� GRADE Tamayo Place r" EXISTING U GRADE PROJECT: PROJECT# DRAWN BY: KMW 0.48% - _ - - - - - - - - - - - - - REVIEWED BY: ERB a 2655 00% 1.a1% 0.21% - - - - - - - - - - - - - 2655 REVISIONS: No. DATE REMARKS b 0 a 2650 2650 a o 0 o o DATE: January 9, 2023 A o 0 0 w 2647 c 2647 SHEET NUMBER: 5+72 5+00 4+00 3+00 2+00 1+00 MC � 501 U DM Partners (pi) \\� ��\\ \ I I I I I 2815 E 3300 S, Salt Lake City, UT 84109 0 �\ \ \ \ \\ \\\\Q ��y\\\ \ / I I I (801) 305-4670 wvvw.edmpartners.com PI 0 (pi) (p )� U) \ 1 _ SCALE. 1�, — 20 \ \ \\\ \ y\ \\ I I 0 10 20 40 60 DEVELOPER: DEVELOPMENT > \ \\ \ \ \ \\\\ I I I 1831 E. Overland Rd Jarron Langston Meridian, ID 83642 208-724-6239 \� \ \ I \\\ \ \ I I NOTES: - — — — — — — — _ _ _ _ _ _ _ _ _ I /��y\�\ \ I I I 1. This drawing is considered preliminary unless affixed with a municipal approval or accompanied by a separate approval document. 2. All sanitary sewer improvements shall conform U, , . ,. \ with the standards and specifications of the Cn `� n I 4 , � I \ \\ I p I ,,' o. City of Meridian. r—— — — __=— — — — — — — _ _ _ _ 3. All culinary water improvements shall conform (w) I (w) (w) -I _ _ �— _ �cv� (vd) I (w)8 1 `� I W M I \ \\\ \\ \ I with the standards and specifications of the L I 11 I I II I I SPRINGLOYD STREET I \ �6s \\\ \\ / \ / I City of Meridian. EX.MH-6 6 \\ \ 4. All improvements in the public right of way — _ N:695841.63_ INV:2650.64 I I �--I I �6S> oh — I \ \ \ \ \ / \ / I shall conform with the standards and E:2460125.50 L:19.8' I I I 11 \\ specifications of the Ada County Highway (ss) I (55) ` (ss) (SS) (SS) I SS SS S MH-z I p \ / �\ \ aim\ \ \ I District (ACHD) and the Idaho Standards For EX 8"SS / INV:2650.66 INV:2650.67 I 8"SDR 35 SS INV:2651.00 \ C'y\ \ \ l \ Public Works Construction-ACHD Supplement 7 / ) I " .L:139.5' L:120.7' I N:695841.86 I \ \ L:31.0' E:2460252.71 (ISPWC ACHD). — — — — — — — —--— — _ _ _ _ — _ — v \\ \ \\ \ \ \ \\ / \ 5. All private improvements shall conform to Idaho _/• ° X. 4 D SD _ _ _ \a \ \ \\ \ // \ \ // \ Standards For Public Works Construction D O SD ' ° \ ` / \ \ \ GM \ \ \ I (ISPWC) standards and specifications. 6. Contractor to field locate and verify the ° \ \ \\ I�CI< \ /I y horizontal and vertical location of all utilities LA \ \ \ \\� >�����\ \ prior to beginning work. O MATCHLINE 3 ° i \ \\ i AM II O SEE C-6.0 I 7 Ln Un � \ \4\, J I I I II I 2680 2680 IF Ln `.Ln PVI STA: 1+27.42 v w "'o N PVI ELEV: 2657.57 N a ¢ a J v m m c w AD: -1.94% w LU C) J o o l7 j K: 12.00Ln j ? o v '9 6 rn o — m HIGH PT STA: 1+20.55 a v ^ o N a =Ln o Co "'c 2675 HIGH PT ELEV:2657.54 C3, N ? a M N 2675 0o 3 a �j 0 O U N o m 3 0 � 3 � VERTICAL SCALE: 1" = 4' Z w 2670 M 2670 o � � � � � _ 3 IM � � Z V � l1'f W Z '� IA ^ l0 N Ln a p N 00 O 0 .p LO _N N .. M = � NN � 3 � Q � mm 0 0 2 4 8 12 aaw ^ M M Ln X H Z D W 1, — m N N \O LU VI K W W `6 I= Ln Ln N a LU + Ld inN N � ao � � o ZZ � LU 0 oNAL Ln LA Ln U- U- U- FFNG� 2665 2665 0 `1�� 3 ; -- 14176 (P 1/09/24�0 40 TFOF�O JQ� \o l9 M A N N Q o v + � Il N N = a 2660 W W 2660 b Millwood I~ FINISH � GRADE % 2 23% 54% S. — — -1. — -� EXISTING \ — — — ubdivision— c GRADE Sewer Improvement Plan 2655 Z \ — — — — / 2655 � Sprin to d Street o � Y -- ';T _ _ _ _ _ — — — — PROJECT: PROJECT# U EX12"PVC _ - - - - - - — - - — IRRG \ 8"DR18 C900 DRAWN BY: KMW \ PVC WATER MAIN REVIEWED BY: ERB Q 127.21 LMf "SDR 35 SS 0.60% REVISIONS: 2650 2650 No. DATE REMARKS b Ln 0 a o + M 2645 m W 2645 DATE: a 1+00 2+00 3+00 4+0(1+07 January 9, 2023 w SHEET NUMBER: C � 6eO M U (id) (td) (id) I I (id) d) �I I (id) . . - - - - - - - - - _ V 4" SS - Partners _ _ - 2815 E 3300 S, Salt Lake City, UT 84109 - - - - -, (801) 305-4670 wvvw.edmpartners.com 13 15 16 17 18 a v - In In W BLOCK 1 SCALE: 1" = 20' BLOCK 2 Q MATCHLINE \ SEE C 6.0 3 0 10 20 40 60 DEVELOPER: Ln 4"SS LATERAL Ln I / INV:2653.42 ° e ° e ° 8"SDR 35 SS ..°, �. L:157.9' °. n ° 4: ° n ' / e INV:2653.45WWI INV:2653.06 - 89 . I r / / / DEVELOPMENT L:97.1' L:20.0' N- 5 I / INV:2653.03 / �INV:2652.15 INV:2652.14 INV:2651.79 I I N:695558.70 \ MH-1 L:20.0' L:32.0' L:32.0' L:32.0' o 8' SDR 35 SS E:2460252.96 8"SDR 35 SS \ I 1831 E. Overland Rd arron Langston N:695423.00 S SS I kS SS Cn SS 1SS SS 55 S SS J g E:2_4_60253.08 2+00' INV:2652.38 INV:2652.36 i - 4+0 - INV:2651.96 - 5+00 - I 5+89 �a Meridian, ID 83642 208-724-6239 INV:2653.42 - - - L:20.0'� L:20.0' - L:20.0' \ INV:2652.03 \ MH 2 m l°O I / /� p NOTES: INV:2653.58 L:191.7' - \ YY s L:35.76' 2657 TAMAYO PLACE L:20.0' \ 2656; J, ,p 00 \ N:695841.86 � N I / 1. This drawing is considered preliminary unless W W W W �� _ W W W W \ W W _ E:2460252.71 I / //' affixed with a municipal approval or P Y P PP >� ° p. A 4' n ° p . p° , V ° accompanied b a separate approval document. ° . p ° ° a �. 2. All sanitary sewer improvements shall conform / with the standards and specifications of the City of Meridian. // // 3. All culinary water improvements shall conform \ s MATCHLINE with the standards and specifications of the City of Meridian. �. ,yY� �� _ SEE C-6.0 ,/ /// /// 4. All improvements in the public right of way shall conform with the standards and specifications of the Ada County Highway -(2655 I I I // / / / District (ACHD) and the Idaho Standards For �- / Public Works Construction-ACHD Supplement / = / /�\ LOCK 2 II \I / / (ISPWC-ACHD). ° 4 / \\ 1 \� / / / p 5. All private improvements shall conform to Idaho Standards For Public Works Construction _(2656)- _ - _ \ _\\ / / % (ISPWC) standards and specifications. 6. Contractor to field locate and verify the horizontal and vertical location of all utilities prior to beginning work. / \ s (26 2680 2680 co , O N Ln In N J Z_ J Z_ W O d J N O c0 ca O v co W C ca p - L7 J .p 19 p - Z ^ a t*1 - ins O W UM'f ^ N In - W) Q LN 2675 o N Ln N N Z 2675 a VERTICAL SCALE: 1 = 4 2Q 2Q 3 N 2' UJ ' � v~iRw � LnRR 2 w � NHmJ QC73o 'n o o0 Q U Z U .o in w,Z Ln _ LA H LL aaWa � MM 0 2 4 8 12 LU v 0 TO L N LEA = Al o W N N a v � ao � � o 0 WJQ � J Z Z oNAL FN � � o In o � oN � o U_ U_ � F G 2670 o N W 2670 'F Q J 14176 Q � ' N J O � Ln O, .O Z .O � 3Qiio >_ � O � N �N)A1/09/24 O � Ln in t" H U_ J Ii = COrD ° N 9TF SOP Q� o co OF N o3Ln qRp R �J 2665 P 00 � Ln N 2665 N ICA-Q _ Millwood -o c� a Subdivision 2660 2660 Sewer Improvement Plan H Tamayo Place r" FINISH V GRADE PROJECT: PROJECT# -0.48% DRAWN BY: KMW 00 REVIEWED BY: ERB A - - - - - - - - - - - - - - - EXISTING REVISIONS: 26552655 - Z - - _ GRADE 35.27 LF OF 15"RCP No. DATE REMARKS � > - - - - SD @ 0.50% 135.70 LF of 8"SDR 35 SS @ 0.60% - - - - - - - b 3 283.16 LF of 8"SDR 35 SS C�0.40% 2650 2650 $"DR18 C900 DATE: A o PVC WATER MAIN o 0 OD o o January 9, 2023 a + + + w 2647 2647 SHEET NUMBER: 1+00 2+00 3+00 4+00 5+00 5+72 MC �6el U DM - - - - - - - - - - - - - - - - / / - - - - � — �\��' 2815 E 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 N / SERVICE PER MERIDIAN STD DWG W1 J� SCALE: 1" = 20' 0 10 20 40 60 // DEVELOPER:w 6DEVELOPMENT 1831 E. Overland Rd Jarron Langston y,00 Meridian, ID 83642 208-724-6239 INSTALL TEMPORARY 2" \� O `\ NOTES: \ / 7 BLOWOFF FOR FUTURE \ / 1. This drawing is considered preliminary unless CONNECTION \ / 11 �I O BLOCK 2 \�/ affixed with a municipal approval or accompanied by a separate approval document. / INSTALL 15 LF 8"C900 y 1 / 2. All sanitary sewer improvements shall conform PVC WATER MAIN — O � \ with the standards and specifications of the INSTALL 8"22.5° BEND W/ INSTALL FIRE HYDRANT ASSEMBLY, \ \ City of Meridian. / °♦� THRUST BLOCK(S)AND '00 INSTALL 361 LF 8" PER MERIDIAN STD DWG W10 / \ 3. All culinary water improvements shall conform JOINT RESTRAINTS INSTALL 8"TEE W/ (3) C900 PVC WATER MAIN p / INSTALL IRE HYDRANT/ 8"GV,THRUST BLOCK(S) a City of Meridian.rds and specifications of the _ se ' ASSEMBLY, PER MERIDIAN a AND JOINT RESTRAINTS a '° a INSTALL 2 BLOWO E 4. h ,LL All improvements in the public right of way STD DWG W10 `''' M FF PER shall conform with the standards and M M M M M /�/� MERIDIAN STD DWG W12 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 / % / SS SS S SS S5 �S SS SS INSTALL 65 LF 8"C900 4. Public Works Construction-ACHD Supplement °♦ 5 ' a PVC WATER MAIN (ISPWC-ACHD)• 5. All private improvements shall conform to Idaho tan R. a a ,.. ..a''. : ISPWCrs tandardbland �recifiocationstion ( ) P °\�G� ® \ 6. Contractor to field locate and verify the� I horizontal and vertical location of all utilities L,\ INSTALL 125 LF 8" \3/4"DOUBLE WATER \ prior to beginning work. O C900 PVC WATER MAIN Ln SERVICE PERMERIDIAN / ® STD DWG W1 (TYP.) \ \ G1 T3 T LOT I \ ♦ BLOCK 1 3/4"SINGLE WATER SERVICE BLOCK 2 i 0 0 PER MERIDIAN STD a DWG W� _ N G� I } 18 17 16 15 14 13 12 L - - - - - -� \� 3 O Z � 11 al / REMOVE CON ECTT Too EOXISTING FF AND W 8"WATER MAIN � v / , ( , (ir) (Pi) (ir) ( i) (ice— it p1 i)(ir (ir)— \ \ \ \ III I III g o II ^I III 3 III III I III III � III VERTICAL SCALE: 1" = 4' 0 2 4 8 12 ONA L Fiy��A F O F� 14176 1/09/24�0 44/ �RoOF 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: January 9, 2023 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 / 1Q 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 Et 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: � i \ 0 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 ,/ \ \ Epp \ Meridian, ID 83642 208-724-6239 PVC PRESSURE IRRIGATION \\ /� I 2 \ p� LINE w/ 1"SLEEVE \ INSTALL 6"90° BEND O \ / INSTALL PRESSURE INSTALL 346 LF 6"CL200 PVC NOTES: IRRIGATION SERVICE PRESSURE IRRIGATION LINE \\ \BLOCK 2 LINE Et METER(TYP.) 1. This drawing is considered preliminary unless \�/ affixed with a municipal approval or INSTALL 6"PRESSURE \ 'o INSTALL b"PRESSURE accompanied by a separate approval document. / IRRIGATION GATE VALVE l i IRRIGATION GATE VALVE 1 O 2. All sanitary sewer improvements shall conform with the standards and specifications of the City of Meridian. \,�C�j• Q� \ 3. All culinary water improvements shall conform Q with the standards and specifications of the of Meridian. INSTALL 80 LF 6"CL200 PVC ©© °. �. City PRESSURE IRRIGATION LINE °' ° .ti.. 4. All improvements in the public right Of way shall conform with the standards and / Q"C' a M M M M i S. TAMAYO PLACE M M M specifications of the Ada County Highway / I i i i , I District (ACHD) and the Idaho Standards For / 5+89 �, 5+00 4+00 3+00 �, SS 2+00_ SS SS 11+00 Public Works Construction-ACHD Supplement 5 INSTALL 6�11.25° BEND a SS SS $$ SS S$ (ISPWC-ACHD). / INSTALL 36 LF 6"CL200 PVC - 5. All private improvements shall conform t0 Idaho / p PRESSURE IRRIGATION LINE ® :-;. Standards For Public Works Construction .r 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. I - - - - - - - a v v 30'x40' I A I \ Q\ BLOCK 1 BLOCK 2 I TOT LOT INSTALL 81 LF 6"CL200 PVC I Ln Q PRESSURE IRRIGATION LINE a 3 0 1 H 17 16 15 14 13 12 I L — — — — — — J iQ O J Z cn IRRIGATION SERVICE TO IRMH 1 (b) 11 RIM: 2657.65 INSTALL 6"22.5° BEND Z v� CONNECT TO EXISTING IE IN: 2655.80 12" (E) d PRESSURE IRRIGATION IE OUT: 2655.80 12" (NW) N a NEAR REAR LOT LINE, 11 11i INSTALL 6"22.5° BEND INSTALL 25 LF 6"CL200 PVC O L,,j TYPICAL LOTS 4-9 IRMH-1 (3) IE IN. 2655.70 12" (SE) IE OUT: 2655.70 INSTALL 11 LF 6"CL200 PVC Q PRESSURE IRRIGATION LINE 1 RIM: 2661.56 • PRESSURE IRRIGATION LINE A CONNECT TO EX. 6"PRESSURE IRRIGATION LINE EX. IRMH-11 (lr) (lr) (lr lr it — \ \ IN TEAKWOOD SUBDIVISION. REPAIR/REPLACE STA 1+25.39, 32.30'LT. EX 12"PVC IRRG i .: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 \ I I 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�FNC/A w w PVC C-900 WATER LINE O F� (w) Iwl EXISTING WATER LINE 14176 —< WATER SERVICE, SINGLE Et DOUBLE a (P�1 09 24�0 44/ �G�TF OF SOP Q� D4 9� WATER VALVE,TEE Et BEND R . 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 Et 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 A DATE: — — — — — — — EXISTING MINOR CONTOUR January 9, 2023 w PROPOSED MAJOR CONTOUR SHEET NUMBER: PROPOSED MINOR CONTOUR 1111111111111118 C.7