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CC - CD Combined sheets 03-17-19 (reduced)
�.3 W H _m Z 0 CALL BEFORE YOU DIG! 0- CALL DIGLINE INC. >- PRIOR TO COMMENCING UNDERGROUND WORK v� DIAL: 811 c~n NOTE: C() THE LOCATION OF EXISTING UNDERGROUND U) UTILITIES ARE SHOWN APPROXIMATELY ONLY uiPRIOR TO CONSTRUCTION. IT SHALL BE THE W W RESPONSIBILITY OF THE CONTRACTOR TO INFORM z ALL UTILITY COMPANIES OF THE CONSTRUCTION z SCHEDULE. THE CONTRACTOR SHALL DETERMINE W THE EXACT LOCATION OF ALL EXISTING UTILITIES 0 BEFORE COMMENCING WORK. THE CONTRACTOR h IS RESPONSIBLE FOR ANY AND ALL DAMAGE I•I- WHICH MAY OCCUR BY FAILURE TO EXACTLY O LOCATE AND PROTECT ALL UTILITIES. Z O Cf) 2 W UTILITY REPRESENTITIVES LEGEND AGENCY PROPOSED TYPE 11 BARRICADE ABBREVIATIONS ii IDAHO POWER U!) (208)388-6320 GAS INTERMOUNTAIN GAS MISHELE SINGLETON z LIJ CITY OF MERIDIAN PROPOSED BOUNDARY LINE CK BVC BEGINNING OF VERTICAL CURVE W (208) 887-2211 ROADS O� 2580 PROPOSED MAJOR CONTOUR F_ F- GREG CURTIS U FIRE MERIDIAN FIRE DISTRICT BOW BACK OF WALK PROPOSED MINOR CONTOUR BM#2 BM#3 R/W ROAD RIGHT-OF-WAY z WT >' W g� ``' - 25,70 EXISTING MAJOR CONTOUR Q ____ CB CATCH BASIN r y L� O to - PROPOSED EASEMENT EXISTING MINOR CONTOUR z ELEVATION: 2563.3800 ELEVATION: 2566.0100 ELEVATION: 2559.8110 Z O IL d E EAST/EASTING C) U Q U DESCRIPTION: SET 112 INCH REBAR DESCRIPTION: SET 112 INCH REBAR DESCRIPTION: FOUND ALUM CAP W D Q CD EP PROPOSED EDGE OF GRAVEL cij EVC END OF VERTICAL CURVE Q (D u� 0 Z W W W < EG PROPOSED EDGE OF GRAVEL d EX EXISTING D.. n a 4 Z U } O Cr d FF FINISHED FLOOR 17- o SS PROPOSED SEWER MAIN F_ ::D U) z FL FLOWLINE O Z O = PROPOSED WATER MAIN GB GRADE BREAK a W n GIRR GRAVITY IRRIGATION SD PROPOSED STORM DRAIN LINE C1) HP HIGH POINT z PI PROPOSED PRESSURE IRRIGATION MAW LP LOW POINT 1W- N NORTHINORTHING Z ------ PROPOSED FLOW LINE 0 ME MATCH EXISTING U (D PROPOSED SEWER MANHOLE U) PC POINT OF CURVATURE �- C.O. PROPOSED SEWER CLEAN -.OUT PI PRESSURE IRRIGATION Q, O PT POINT OF TANGENCY F_ 9 PROPOSED STORM DRAIN MANHOLE Z PVI POINT OF VERTICAL CURVATURE W 99 PROPOSED CATCH BASIN S SOUTH SD STORM DRAIN Q PROPOSED MONITORING WELL SDMH STORM DRAIN MANHOLE z PROPOSED METER SGT SAND/GREASE TRAP CO _r B.O. PROPOSED BLOW -OFF SL STREET LIGHT u_ S5 SANITARY SEWER O PROPOSED WELL SSMH SANITARY SEWER MANHOLE Z ® mPROPOSED IRRIGATION BOX TOA TOP OF ASPHALT U�s PROPOSED IRRIGATION SERVICE TOC TOP OF CONCRETE TRC TOP OF ROLLED CURB ® ID PROPOSED IRRIGATION DRAIN O TVC TOP OF VERTICAL CURB PROPOSED SIGN W WEST OG UTILITY REPRESENTITIVES O AGENCY PROPOSED TYPE 11 BARRICADE W ELECTRICITY IDAHO POWER U!) (208)388-6320 GAS INTERMOUNTAIN GAS MISHELE SINGLETON PROPOSED TYPE ill BARRICADE LIJ CITY OF MERIDIAN AMANDA MCNUTT CK WATER PROPOSED PED RAMP Z (208) 887-2211 ROADS O� 2580 PROPOSED MAJOR CONTOUR F_ NAMPA MERIDIAN IRRIGATION DISTRICT (NMID) GREG CURTIS U FIRE MERIDIAN FIRE DISTRICT JOE BONGIORNO 2582 /� PROPOSED MINOR CONTOUR BM#2 BM#3 zBM#1 W z WT >' W � ``' - 25,70 EXISTING MAJOR CONTOUR Q ____ in ui z W r y L� O to EASTING: 2442313.2690 EASTING: 2F141263.0490 EASTING: 2441308.1160 EXISTING MINOR CONTOUR z ELEVATION: 2563.3800 ELEVATION: 2566.0100 ELEVATION: 2559.8110 Z O IL d U uj Q U DESCRIPTION: SET 112 INCH REBAR DESCRIPTION: SET 112 INCH REBAR DESCRIPTION: FOUND ALUM CAP W D Q CD W Q< cij Z 11x17 SHEET, THEN DRAWING IS NOT TO SCALE Q (D u� 0 Z W W CONSTRUCTION I ENTRATA FARMS SUBDIVISION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2019 0 60 Fl 2-01 240 360 DEVELOPER JAMES DOOLIN FIG VILLAGE AT PARKSIDE, LLC 4685 S HIGHLAND DRIVE #202 SALT LAKE CITY, UTAH 84117 PH: (801) 649-3519 PHASE 1 37 BUILDABLE LOTS 3 COMMON LOTS 11.64 TOTAL ACRES NOTICE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD'rHE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE iN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BM#1 VICINITY MAP SCALE. NTS SHEET INDEX C0.0 COVER SHEET C0.1 NOTES C1.0 FINAL PLAT C2.0 DEMOLITION PLAN C3.0 EXISTING CONDITIONS C4.0 MASTER GRADING PLAN C5.0 PRIVATE DRAINAGE PIPING PLAN C6.0 MASTER UTILITY PLAN C7.0 PLAN & PROFILE- N ENTRATA WAY & W FRANKLIN RD C7.1 PLAN & PROFILE- W PERUGIA ST C7.2 PLAN & PROFILE- W PERUGIA ST & N MANSHIP LN C7.3 PLAN & PROFILE- W CHAIR LIFT LN C7.4 PLAN & PROFILE- W SKI HILLLN & W FRESH POWDER LN C7.5 PLAN & PROFILE- N ECHO CANYON LN & W CHAIR LIFT LN C8.0 ROADWAY DETAILS C8.1 STORMWATER DETAILS C8.2 KENNEDY CROSSING DETAILS C9.0 SEWER A & B PLAN & PROFILE Cg.1 SEWER B (CONT) & C PLAN & PROFILE C9.2 SEWER D PLAN & PROFILE C9.3 SEWER E & F PLAN &PROFILE C9.4 WATER LINE PLAN VIEW C10.0 IRRIGATION PLAN C11.0 GRAVITY IRRIGATION PLAN 012.0 STREET" LIGHT PLAN uj UTILITY REPRESENTITIVES UTILITY AGENCY REPRESENTATIVE PHONE ELECTRICITY IDAHO POWER VIC STEELMAN (208)388-6320 GAS INTERMOUNTAIN GAS MISHELE SINGLETON (208) 377-6839 SEWER CITY OF MERIDIAN AMANDA MCNUTT (208) 887-2211 WATER CITY OF MERIDIAN DENNIS HOLTE (208) 887-2211 ROADS ACHD ED MERRILL (208) 387-6170 PRESSURE IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT (NMID) GREG CURTIS (208) 466-7861 FIRE MERIDIAN FIRE DISTRICT JOE BONGIORNO (208) 489-0458 CONSTRUCTION I ENTRATA FARMS SUBDIVISION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2019 0 60 Fl 2-01 240 360 DEVELOPER JAMES DOOLIN FIG VILLAGE AT PARKSIDE, LLC 4685 S HIGHLAND DRIVE #202 SALT LAKE CITY, UTAH 84117 PH: (801) 649-3519 PHASE 1 37 BUILDABLE LOTS 3 COMMON LOTS 11.64 TOTAL ACRES NOTICE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD'rHE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE iN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BM#1 VICINITY MAP SCALE. NTS SHEET INDEX C0.0 COVER SHEET C0.1 NOTES C1.0 FINAL PLAT C2.0 DEMOLITION PLAN C3.0 EXISTING CONDITIONS C4.0 MASTER GRADING PLAN C5.0 PRIVATE DRAINAGE PIPING PLAN C6.0 MASTER UTILITY PLAN C7.0 PLAN & PROFILE- N ENTRATA WAY & W FRANKLIN RD C7.1 PLAN & PROFILE- W PERUGIA ST C7.2 PLAN & PROFILE- W PERUGIA ST & N MANSHIP LN C7.3 PLAN & PROFILE- W CHAIR LIFT LN C7.4 PLAN & PROFILE- W SKI HILLLN & W FRESH POWDER LN C7.5 PLAN & PROFILE- N ECHO CANYON LN & W CHAIR LIFT LN C8.0 ROADWAY DETAILS C8.1 STORMWATER DETAILS C8.2 KENNEDY CROSSING DETAILS C9.0 SEWER A & B PLAN & PROFILE Cg.1 SEWER B (CONT) & C PLAN & PROFILE C9.2 SEWER D PLAN & PROFILE C9.3 SEWER E & F PLAN &PROFILE C9.4 WATER LINE PLAN VIEW C10.0 IRRIGATION PLAN C11.0 GRAVITY IRRIGATION PLAN 012.0 STREET" LIGHT PLAN uj 'v U) Z U) 11 11 1 1 SURVEY INFORMATION cti U) Ll'_ CONSTRUCTION STAKING WILL BE PROVIEDED BY T-0 ENGINEERS- ROB OWALLEY, PLS PHONE NO. (208)-442-6300 W > 0 W n ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). z N Cl O CL 0 BM#2 BM#3 zBM#1 W z WT >' W NORTHING: 707668.1440 NORTHING: 707916.4690 NORTHING: 707219.6590 Q z in ui z I®LL r y L� O to EASTING: 2442313.2690 EASTING: 2F141263.0490 EASTING: 2441308.1160 (3 z ELEVATION: 2563.3800 ELEVATION: 2566.0100 ELEVATION: 2559.8110 y C) O IL O� eU U Q U DESCRIPTION: SET 112 INCH REBAR DESCRIPTION: SET 112 INCH REBAR DESCRIPTION: FOUND ALUM CAP CONSTRUCTION I ENTRATA FARMS SUBDIVISION A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2019 0 60 Fl 2-01 240 360 DEVELOPER JAMES DOOLIN FIG VILLAGE AT PARKSIDE, LLC 4685 S HIGHLAND DRIVE #202 SALT LAKE CITY, UTAH 84117 PH: (801) 649-3519 PHASE 1 37 BUILDABLE LOTS 3 COMMON LOTS 11.64 TOTAL ACRES NOTICE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD'rHE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE iN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BM#1 VICINITY MAP SCALE. NTS SHEET INDEX C0.0 COVER SHEET C0.1 NOTES C1.0 FINAL PLAT C2.0 DEMOLITION PLAN C3.0 EXISTING CONDITIONS C4.0 MASTER GRADING PLAN C5.0 PRIVATE DRAINAGE PIPING PLAN C6.0 MASTER UTILITY PLAN C7.0 PLAN & PROFILE- N ENTRATA WAY & W FRANKLIN RD C7.1 PLAN & PROFILE- W PERUGIA ST C7.2 PLAN & PROFILE- W PERUGIA ST & N MANSHIP LN C7.3 PLAN & PROFILE- W CHAIR LIFT LN C7.4 PLAN & PROFILE- W SKI HILLLN & W FRESH POWDER LN C7.5 PLAN & PROFILE- N ECHO CANYON LN & W CHAIR LIFT LN C8.0 ROADWAY DETAILS C8.1 STORMWATER DETAILS C8.2 KENNEDY CROSSING DETAILS C9.0 SEWER A & B PLAN & PROFILE Cg.1 SEWER B (CONT) & C PLAN & PROFILE C9.2 SEWER D PLAN & PROFILE C9.3 SEWER E & F PLAN &PROFILE C9.4 WATER LINE PLAN VIEW C10.0 IRRIGATION PLAN C11.0 GRAVITY IRRIGATION PLAN 012.0 STREET" LIGHT PLAN uj 'v 1 11 11 1 1 L Lq U) x > W ZZ > 0 n F- N Cl O CL 0 n Z W z W Q z in ui z I®LL r y L� O to w z (3 z Cf)Y _ d O IL O� eU U Q U Q 1Y IrQ D Q CD n Q< cij d 11x17 SHEET, THEN DRAWING IS NOT TO SCALE Q March 14, 2019 u� 0 170270 W � < = U d U ca o C) n a 4 Z U } O Cr d Z o F_ ::D U) z 0 Z O O = C.) a n z O O F- U) a. (Y p O 1 11 11 1 1 L Lq U) W ZZ 0 m C0 W CL z U Q z in ui z I®LL r y L� O to w z } WO CO _ w a. O� eU w u) 0 O Q D Q CD n ATTENTION: 112 cij d 11x17 SHEET, THEN DRAWING IS NOT TO SCALE � Q March 14, 2019 u� O ` 170270 w z WW < 0+ U1 iL o C) U+ Q O ZN 4 Z } O Cr Z o F_ ::D U) z 0 Z O O = C.) a LLI Uj to AM fy I®LL 0 ATTENTION: 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 112" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: 0 w VIAL E4,� ED ED GENERAL NOTES WATER o c�o�QfG\STERfo7yFFA d 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IOAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO } THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACRD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). IN GENERAL CONSTRUCTION NOTE NO. 1. H THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ONSITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A TF OFIx F FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 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 G. CARP U) IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). U) 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. N 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 of 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 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 H w w w W DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). w it p p p z w z Z S. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR w i w m y n p n Z NOTICE. 4. PLACE WATER SERVICE LINES IN ATWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). o w LU 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. m U p U -i 6 O 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. w FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. o Z O 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; IS) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SEWER 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 af THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. w 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION Q_ 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. NOTE NO. 1. Z w F 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN G IAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN 2. NON -POTABLE THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND ON POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 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 3 IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 07 z 12. TAKE ALL LOT DIMENSIONS, EASEMENTS, AND CERTAIN OFF-SITE EASEMENTS FROM THE PLAT OF: ENTRATA FARMS SUBDIVISION NO. 1, , A COPY OF WHICH IS ATTACHED TO THESE PLANS. O u O 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 N rc 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE AND IRRIGATION FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE AND IRRIGATION IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 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 W y W DRINKING WATER SYSTEMS (IDAPA 5B.01.DB) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). K O a- 14. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. I-_ 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). O 15. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING = WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. I- 16. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES U) ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 12.J.3 PRIOR TO FINAL APPROVAL OF THE PIPE ROADWAY Z LINE INSTALLATION. F 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY p 1 1 11 z 17. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, CONSTRUCTION. 11 O WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -0F -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. CONTACT ACHD INSPECTION SERVICES AT 387-6284 TO SCHEDULE INSPECTIONS. ALL F INSPECTIONS SHALL BE SCHEDULED A MINIMUM OF 24 HOURS PRIOR TO REQUESTED TIME. N z 00i - 18. ALL UNDERGROUND UTILITIES AND SERVICE LINES SHALL BE INSTALLED PRIOR TO STREET CONSTRUCTION.Of Q Z w O 3. THE ENGINEER OF RECORD WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT -OF -WAV. ALL PUBLIC STORM DRAINAGE W g w v r 19. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS, IF REQUIRED, SHALL BE BACK CHARGED TO THE RESPONSIBLE CONTRACTOR BY THE OWNER. APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY THE ENGINEER OF RECORD. W 2 °° w rc z Z 20. ALL COSTS INCURRED BY THE CONTRACTOR FOR CORRECTING DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHO PERFORMED THE WORK. FAILURE TO CORRECT DEFICIENT WORK WILL BE 4. ALL CONSTRUCTION IN THE PUBLIC RIGHT -OF -WAV SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACRD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND Z > (7 m w 3 m w s CAUSE FOR ISSUANCE OF A STOP WORK ORDER AND POSSIBLE TERMINATION. THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. w Wo d wOf Y Y > N w 5. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER Z j 00 a ¢ z ACKNOWLEDGES THAT ACRD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACRD POLICY SHALL BE APPROVED IN WRITING. WIn Q� PRESSURIZED IRRIGATION vNiQ w 6. ROADWAY IMPROVEMENTS WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO CONSTRUCTION STANDARD DRAWINGS (ACRD SUPPLEMENT, LATEST EDITION) AND/OR DETAILS SHOWN ON Q o LL 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -0F -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2-12) FEET AND IN AN AW WA C-900 PIPE ROADWAY DETAIL SHEET: O z m $ Z R A. VERTICAL CURB AND GUTTER, DRAWING NO. SD -701 V' Q > g O SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. B. ROLLED CURB AND GUTTER, DRAWING NO. SD -702 z w N Z r o o; $ u z O 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER. STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY C. CURB TERMINUS, DRAWING NO. SD -707 z n w Q 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 D. 49 CONCRETE VALLEY GUTTER, DRAWING NO. SD -708 w o U 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). E. SIDEWALKS, DRAWING NO. SD -709 y d ro IL F. PEDESTRIAN RAMPS FOR HANDICAPPED DRAWING NO. SD -712D, TYPES Cl AND F1 O a 0 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 G. STREET SECTION, DETAIL 1, SHEET 13 U 0 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 H. STANDARD MANHOLE TYPE A, DRAWING NO. SD -611 IN RIGHT OF WAY. DRAWING NO. SD -620 (OR APPROVED EQUAL) AT PRIVATE. FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 2 O 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO(2)INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG 7. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY (n ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. MANUAL. 0 A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. w 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY O WITHINSURFACE. C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. Q 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET D. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL F OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. FACTOR. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY ADA COUNTY HIGHWAY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. O 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO N L.I- Z 0 DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 10. PLACE ALL WATER VALVES, BLOW -OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. O O Of LL 8. ALL TEES, PLUGS, CAPS, AND BENDS OF II -1/4° AND GREATER AT LOCATIONS WHERE UNBALANCES FORCES EXIST SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKING AS SHOWN IN THE ISPWC 11. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT -0E -WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT -0E -WAV. THERE MUST BE AT LEAST A TEN (10) INCH SEPARATION W x STANDARDS. BETWEEN BACK OF SIDEWALK (OR CURB IF NOT SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. '� //) V r(r fo n ZV Q 12. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. z /n 13. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE ISPWC AND THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. Q w DRAINAGE AND GRADING Q z 14. ALL PEDESTRIAN RAMPS WITHIN ROAD RIGHT -0F -WAV SHALL HAVE INSTALLED TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE NN m Z5 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED "TRAFFIC YELLOW-. z UJ Q O 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 15. SIGN INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NON -CHARGE RIGHT -0F -WAY PERMIT. z 3. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL 16. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT -0F -WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC O O U)tL z O IS CONTINGENT UPON INSPECTION. SPECIFICATIONS. CONTRACTOR TO PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND PROCTOR/COMPACTION TESTING C H PROVIDED TO ACHD AND THE ENGINEER OF RECORD. W 4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY V LU IS WITHIN Y OF SEASONAL HIGH GROUNDWATER ELEVATION. RE -DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 17. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O Q 0- 5. NO DRAINAGE SHALL PASS FROM THIS PROJECT ONTO ADJACENT PROPERTY. F- 1 ' w (%f L.L 6. CONTRACTOR TO REFER TO APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE Z U) RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE PROJECT ESC. O ~U Q 7. SITE GRADING SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE GEOTECHNICAL REPORT PREPARED BY GEO TEK, INC JUNE 12, 2017. THE IZ CONTRACTOR SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING CONSTRUCTION. < 7 N Of 8. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND STOCKPILE FOR FUTURE USE. TOPSOIL NEED NOT BE STRIPPED UNDER NONSTRUCTURAL AREAS UNLESS DIRECTED OTHERWISE BY THE ENGINEER. STRUCTURAL Z FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF -ROLLED PRIOR TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE i U) GEOTECHNICAL REPORT. L 2 w F 9. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT AND TRENCH COMPACTION UP TO ROAD SUBGRADE. ACHD WILL � Of BE RESPONSIBLE FOR COMPACTION TESTING WITHIN RIGHTS OF WAY OF SUBGRADE AND ALL GRANULAR MATERIAL. ALL LOT COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW. ALL W FAILING AREAS SHALL BE RETESTED ONCE AREAS HAVE BEEN SUFFICIENTLY RE -COMPACTED. ALL COMPACTION TEST RESULTS WITHIN ROADWAYS SHALL BE PROVIDED TO ACHD INSPECTION SERVICES AND ATTENTION: Z APPROVED PRIOR TO SUBGRADE INSPECTION. 0 112 1 10. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE -STAKING AS A RESULT OF CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY IF THIS BAR DO® SURE IZ THE CONTRACTOR AT THE SAME COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN CONFORMANCE WITH THE GENERALLY ACCEPTED1"ON 22x34 SHEET or 12" ON Q L TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. 11x17 SHEET, NOT THEN DRAWING IS TO SCALE H 11. STORM DRAINAGE MAINLINES ARE EXTENDED TO THE PROPERTY FOR FUTURE YARD AREA DRAINS, OPEN SPACE AREA DRAINS, ROOF DOWN SPOUTS, AND OTHER MISCELLANEOUS DRAINAGE CONNECTIONS. THESE DATE: March 12, 2019 N CONNECTIONS AND PIPING SHALL BE PROVIDED BY THE BUILDING CONTRACTOR AND NOT A PART OF THIS INFRASTRUCTURE PROJECT. OWNER AND BUILDING CONTRACT HAVE REVIEWED THE GRADING AND PROJECT: 170270 O UNDERSTAND THE UNIFORM BUILDING CODE AND THAT ALL DRAINAGE SHALL BE ROUTED TO THE STORM DRAINAGE MAIN LINES. SHEET: C0.1 d W I -- co m 0 tY r) ry F_ CO U) C/) W z (D z Ill 0 12 - LL 0 z 0 C/) U) 2 ry W Ch z 0 Ill W U) I-_ ZD 0 U) I-_ z Ill F - z 0 0 U) F_ Of 0 W 2 :D U) z C/) :E F- u_ 0 z 0 0 2 cr 0 Ill U) Wy 0 F_ C) 0 0 w D_ z C6 w W Ill z (D z w 0 FL U- 0 0 w r I- U) F_ z W F- U) z CO m 17- w z Ill 0 FL C) Clq tzI\jTlr-_qZ'ATA FARMS SUBDIVISION NO. 1 LOCATED IN THE SW1/4 OF SEI/4 OF SECTION 10, TOWNSHIP 3 NORTH, RANGE 1 WEST BOISE MERIDIAN, E TABLE 3 CITY OF MERIDIAN, ADA COUNTY, IDAHO UNIT- LEND - 120 180 1/4 COR� I 1 0 LINE' BEARING DISz,_I_r*lCE St_lBDV-vj .13d oil,] SOU Ill D.A.R1 Y 30 CiEloj 2019 LI POAD ROAD CENTERLINE L 1 &,2)'2 6' 45 " E LUT LIHIE 89 '34" • EASEMENT LINEE, AS NOTED S*25E I Lit — — __Z- 10155'50"E ... ... TIE LImE UNPLATTED L3 S89*25'22"E — _$9,13' L43 5 8. 915 � 2 9- S 3 9'2 55'21 2 E AVr--NDALE- ZERO LOT LINE (D Do- L7 11891 5�22`�.' 5 4 - 0 Cj' C4 9.. SUBDIVISION pU;7 PuBui-_-, UTILITY EASEIJEil-F 0 - - - - - --------- Ld L81 25. 7(' FOUNC, ALLIMIHIUM CAP MONUMENT a t-10 40-00 72A.)0* S 00'3 43 R W n L. IF) F(WN0 5/8�' REBA� A'S FlOTLE) L 0 1:1 f7 13"E I REBIAR b I L 10 H OF-) b w C4 -q 4- t6 j -i ,�j ' 12 < r) I, I 1.--, -4 1'- v-) 'x, w 2 1 �91'22 LS -1 -1. r kD. SET 5/,8" '17BAF C j 't 03 0 � ;_ LIS �3;00, 7 , " -- -3 , Ll 0 0 11 9C 1 ) vo , t 11 1 _1 I I 0 Z Z. -1 _j V V-, :5 L _KP.w z -40 L 1 2 VVFFNE3�3 C-OR'INERZ z L L2 'S-3 _95 2 -9 E L 131 'S 0 -3, 1.'-3 -1� W 2 4. 0 0' -70 0.0-- y ("y - FJQ - - cy .00— J%_ z pi! _75-99- 0 >_ H00 -44'38"E 2-`00' BLOCV,' NUMBER W SKI HILL LN U Ld S39*25'221" -_3 8 9 '2 755'2 2 E S 819152 2 F I F,�nn, 11 INI 3-_ T b TED POINIT, NOTHING Fl OR 'S I < opou;, CALCULA 14.15'— — 7CI 0(f 4W.C, 79 00' o 01 0 — — — — — — — — 71 24' PERPETUAL J�jf' R E C (j f%l E 1:� FA-EttENT Lj T jl PIP "R, �0' 1-1 uj L — — _�= 6, 0 1 4 D, 9C iD 7D bi -4e: L W FRESH PO�A'IDER LN �l - L L fl� C'URVE TABLE i"25' 2"L V;- 15 SUBDIVISION Sc \ Do z ff '%I- Lp p 17 31, _3 A 91 1 E 7 01 10' 01, 4110JOI 70.00' ------- w NL LANO 0 F 7 0. 0- 0' CLI bi <: I < 'oo . m I L�r.y- L',j w co 7 1,3 C, r 1- 03 17 0 -,j 16 10 z w 7t < UMALLEY 77 < L te •z UD 7{•{1» ? -- — — — — I__jI < -,j < SWI 8--_Vl 5'22"E 0, 7 01. 101 0, Q) 70, 0-0 7 o'r W CHAIR LIFT LN z s a. 19 __l 5 -S 8 :9 -152 2 �'E 1, A I #_1 - SA�4'15`22"E 24k�3.00' W CHAIR LIFT LN 0 • N -I- 'j ocl, P 0' 7 7, 1) 01'- u d 7. cl c." - - F Q) A ;j C-1 Ci b v- C� 7 C. 2 4 9 6 z 0 10 ou �Yj 11j !v) 4 CY E _X I �-;'f I I C `1_7 00'_ LII' 2� z z 'A S 17 M� E h, IT 4 4. � S89, I 5,22"E _1 7. 0 0, 4 7. 0 0' 7 eo' L 7 29aooi 2 9 5. Jr('2 5 0 0, 77-00' CEN TERLINE • OF 80' 1-q� 2 9 5. 1) 0' PURDAM DRAIN EASEM211T SFi9'15'22T 24'MX)' 372_09' N89'1 536"W 221.86' V0 I XI V1 11F(. HN N I N N89'15'22"W 924.10' 9 110 10 1/4 COR. 10 16 15 BASIS- (_)F BEARING 15 K— W_ FRANKLIN RD. NOTES 1/16 COR 15 .1, THiS SJA8DIlvT`DI0t-,I IS Slj-H.IECI TC) AN EXISTING (_'ITY Jr MERIDIAN S:AIIlfARY SE"NER A -I'll) i.s'LOCK `_-K 2, AND, LCIF BLOGN' ARE L -T'51 TO BE T 1, LOT 19, BLC 1 0 'NATER IdAll"I E.`%'jEt-.lFNT SHO'63'11 PER JNSTRU�MEE_Nf XXXX—XXXXX. j-jC)MF0WNERS' AsscicjATI,3fj� 0*0„'NED AND 1--�AINITAINIED BY THE;_ EiITRAF---- 2- Alf']'( RE'SIJBDIVI�3101N OF THIIS- PLAT HALL COMPLY 'NITH THE' A`,PPLICABLE IN njRF(TF LOT ACCESS TO j�j. F TRATA "w"VAY AlI'D "N, Phi-RUCIA 'ST. IS, PR0HIBITFD, EFFECT AF 17HE TINiE OF N )VERL A' P OF A.PPRQVED ACCESS DiRIVE L ICAT10i"T'S AS 'SHQ'YVN. 'SEP T F' �' C 1 klllkllI-.4U II BUILDINC S?ETBr'-.(KS SHALL BE IN AlCC(__-'FZ'DANCE 'NiTH THE C',rr( (jF NiERVMIAH 1_07':� SFIA LL 1110T BE REDUCED IN' SIZE %`11THOUT PRIOR A��'PROVAL F- 'r, r-Ol-vi THE HEALTH W II APPLICAIBLE Z01'16'110 A.11D SUBDIVIS4014 REWLATIONS AT THE T[�.,]E_ OF IS-31JANCE OF AURiORiTY AND 'nic r0re or MERIDIAN. I it it I 44.0' INDI'VIDUAL BUILDR-IG PEF4,11TS, OR AS, SPE_PJFI(_,'AL_LY APPR'O'VED At-.ID/(/R REQUIRED, CIR As CITY OF Nl7ill"IAN 10. NO ADDItIONAL 1:,C_),klEST4Ir_' ?.WrEm-, SUPPLIE:`� INIS111ALLED SLYOND II WK I CH; # - n Osli THI."], IDLAT. S"(STI'l-A IN t,AllllrAk',r RC-SM-11ICTION REELEAkSC. El �F`�,'ER �A D, EASEIMENT f. IRRIC'3ATI11-1 hi:.,- _R HAS' _8EEN PRXY-VIDEC; BY THE FtAtWA ��XENIDIAN IRRt(;AFlGN DISTFJCT IN 11- '[Hl':,.'- 1S SUBJECT fc,. THE COVENANT'-', CONLIffl.-DiNS, 'AND RE`_-lRiC'IlrllS I COMPLIAMCE ',NITH IDAI 10 CODE _3 I —3_';SQ.'5(I LOTS' VvITI flill F- 1`4TRAT A SUBDIVISION N(l I ((,C,_;�R`S) THAT Et ('S Sr- 1HI-_ DEVCL01"Mr-l"'T, RECS)RDED A'_� 12, THIS SUBDIVISION IS TO THE EXi`,3I'If-P� CC-6rrR`,S •;-NITI-1 s.. "RI 1�11.lf-,IBEP 1 o- 0 A cw r �,_ r Y41-1- BE ENITITLED Ti) I> Fs ',NATER R'lGHTS AND ,,;LL BE 001-VGATED FOR. X.XXXXX, rIL'D Ill 'IHE Fj'-* OF 1HE RECORDER, '-'DA C -011-110Y. ASSES.StdENTS FRONI FjA,?-,6PA ki.fIRIDIAN IRRI(,-,ATIG',m L)ICTmcT, o. f), 5� T1113 DEVEtOPMENT RECOGIlIZES SE"C"T1,0N 22-15-03 OF THE IDAHO CO,1E, RK -'HT TO FARM XXXXXX'XX, F ILE0 itl THE OFFICE OF TFi'E JR'ECORXEIER� AD -A C(DONITY, ANT? _.i-? -`» UE r IjE ACT. ',NHICH -Te- -TES- "NO Ail-l-RICULTURAL OPERATION, AGRICULTURA-L FACILITY C -IR WITH INSTRUMENT NUMPEF-IS AXAXPXXXAXXX A� A -A AAAA X -A t- !:. 'rt, -, I- - z 137, THI'3 UDDIIVISION IS `�UBJED-,T TO ACIFIC)"S I�vi,,,,STER STOR�0 DRA,1N, `• ..r •A','3RE:E_IwlENT, V-1`5101`1 THEREC)F SHALL BE OR BLCOlkil'- ' NUISAiNCE, PRIVATE OR PUBLIC, BY ANY FRI'VATE STREET _IZA.,SENIEN r DETA'L C, CQ11DITIC,114`3 IN CIR ABCDOT THE SURR(JUNDING N0lVGFliCULTURAL MTIVlTiES RE(_.,0RDE(7) AQ IINSTRWAIENT N0M(3z7'-,' XXXXXXX Y,- A T-0 E:NGINCEF AfFIFF', IF HAS BEEN IN IDPERAHOM F-:,F� t-,ibf:,E THAN ONE (1) V&IEN TTHE Em TY OR.' EXPANSI'DN "h'AS N AT THE TIMEE IF EREGAIN OR )PERATION, F'C.ILI 'OT A NUISANCE ',A,'A-- CONSTRUCTED. THE PROVI'SION'S OF THIS SEC -1101-4 SHALL NOT APPLY VVHEN A 332 N. BROADMORE WAY NUlSANf__:E RESULTS FS THE 1,�;IPPOPER OR 14ECLI•GEliT OPEPV11ON rOF A�l NAMPA, IDAHO 83687-5123 ACPICUL'IUVAL C'PV_fe-',Al`IQI`-!, AC_RK_'ULllJRAL FAClUrY QNR 'EXPAI-1-D-1014 FHEREof," PHONE: 1.208) 442-6300 SHEET NO. 1 OF 3 LLI U) ccry 7 r r) Lli z 0 kill. PERUGIA ST. > -,.j C-9 _S 00.00* _172_3G* oo, N& -9-5155"E 7 0. Je 3• wU) Lu w W _x F66 '» Lu Lu > 65 15' 4 9'4 6'0`J 4 3 7 3 - I U) .f) (-1' .f)(-1y v, �e ,I1 '2 �_-- -21 7 N C 1 5 3. 0 0 Z W Z IY N w 12 �7. C)0' 103 5- 8' 1.? f609 64*32'17"E fi fU _5 - 2 fT > 125:00' 90, 7' 4.12 ;` Zu)zu)YILOIL 38 "Nv u < < is 0 3 : Q c) w •^0 0+ K"25'22"F Lu I -d iv�l- 6, 0 3, < 0 60_ W < CL < 70 4 14' -At_ — — It - I ' -l'25'222"E - X \00 M 0 CD 0 Ti u --i < 0 C/) z 0 cn o CJ S&T25'22"E' A39' W. PERUGIA ST. S P,`.:Y2:5'2 2"t• 5 g n 4 4 19C N UhIBRIA A 15 SUBDIVISION Sc \ Do z ff '%I- Lp p 17 31, _3 A 91 1 E 7 01 10' 01, 4110JOI 70.00' ------- w NL LANO 0 F 7 0. 0- 0' CLI bi <: I < 'oo . m I L�r.y- L',j w co 7 1,3 C, r 1- 03 17 0 -,j 16 10 z w 7t < UMALLEY 77 < L te •z UD 7{•{1» ? -- — — — — I__jI < -,j < SWI 8--_Vl 5'22"E 0, 7 01. 101 0, Q) 70, 0-0 7 o'r W CHAIR LIFT LN z s a. 19 __l 5 -S 8 :9 -152 2 �'E 1, A I #_1 - SA�4'15`22"E 24k�3.00' W CHAIR LIFT LN 0 • N -I- 'j ocl, P 0' 7 7, 1) 01'- u d 7. cl c." - - F Q) A ;j C-1 Ci b v- C� 7 C. 2 4 9 6 z 0 10 ou �Yj 11j !v) 4 CY E _X I �-;'f I I C `1_7 00'_ LII' 2� z z 'A S 17 M� E h, IT 4 4. � S89, I 5,22"E _1 7. 0 0, 4 7. 0 0' 7 eo' L 7 29aooi 2 9 5. Jr('2 5 0 0, 77-00' CEN TERLINE • OF 80' 1-q� 2 9 5. 1) 0' PURDAM DRAIN EASEM211T SFi9'15'22T 24'MX)' 372_09' N89'1 536"W 221.86' V0 I XI V1 11F(. HN N I N N89'15'22"W 924.10' 9 110 10 1/4 COR. 10 16 15 BASIS- (_)F BEARING 15 K— W_ FRANKLIN RD. NOTES 1/16 COR 15 .1, THiS SJA8DIlvT`DI0t-,I IS Slj-H.IECI TC) AN EXISTING (_'ITY Jr MERIDIAN S:AIIlfARY SE"NER A -I'll) i.s'LOCK `_-K 2, AND, LCIF BLOGN' ARE L -T'51 TO BE T 1, LOT 19, BLC 1 0 'NATER IdAll"I E.`%'jEt-.lFNT SHO'63'11 PER JNSTRU�MEE_Nf XXXX—XXXXX. j-jC)MF0WNERS' AsscicjATI,3fj� 0*0„'NED AND 1--�AINITAINIED BY THE;_ EiITRAF---- 2- Alf']'( RE'SIJBDIVI�3101N OF THIIS- PLAT HALL COMPLY 'NITH THE' A`,PPLICABLE IN njRF(TF LOT ACCESS TO j�j. F TRATA "w"VAY AlI'D "N, Phi-RUCIA 'ST. IS, PR0HIBITFD, EFFECT AF 17HE TINiE OF N )VERL A' P OF A.PPRQVED ACCESS DiRIVE L ICAT10i"T'S AS 'SHQ'YVN. 'SEP T F' �' C 1 klllkllI-.4U II BUILDINC S?ETBr'-.(KS SHALL BE IN AlCC(__-'FZ'DANCE 'NiTH THE C',rr( (jF NiERVMIAH 1_07':� SFIA LL 1110T BE REDUCED IN' SIZE %`11THOUT PRIOR A��'PROVAL F- 'r, r-Ol-vi THE HEALTH W II APPLICAIBLE Z01'16'110 A.11D SUBDIVIS4014 REWLATIONS AT THE T[�.,]E_ OF IS-31JANCE OF AURiORiTY AND 'nic r0re or MERIDIAN. I it it I 44.0' INDI'VIDUAL BUILDR-IG PEF4,11TS, OR AS, SPE_PJFI(_,'AL_LY APPR'O'VED At-.ID/(/R REQUIRED, CIR As CITY OF Nl7ill"IAN 10. NO ADDItIONAL 1:,C_),klEST4Ir_' ?.WrEm-, SUPPLIE:`� INIS111ALLED SLYOND II WK I CH; # - n Osli THI."], IDLAT. S"(STI'l-A IN t,AllllrAk',r RC-SM-11ICTION REELEAkSC. El �F`�,'ER �A D, EASEIMENT f. IRRIC'3ATI11-1 hi:.,- _R HAS' _8EEN PRXY-VIDEC; BY THE FtAtWA ��XENIDIAN IRRt(;AFlGN DISTFJCT IN 11- '[Hl':,.'- 1S SUBJECT fc,. THE COVENANT'-', CONLIffl.-DiNS, 'AND RE`_-lRiC'IlrllS I COMPLIAMCE ',NITH IDAI 10 CODE _3 I —3_';SQ.'5(I LOTS' VvITI flill F- 1`4TRAT A SUBDIVISION N(l I ((,C,_;�R`S) THAT Et ('S Sr- 1HI-_ DEVCL01"Mr-l"'T, RECS)RDED A'_� 12, THIS SUBDIVISION IS TO THE EXi`,3I'If-P� CC-6rrR`,S •;-NITI-1 s.. "RI 1�11.lf-,IBEP 1 o- 0 A cw r �,_ r Y41-1- BE ENITITLED Ti) I> Fs ',NATER R'lGHTS AND ,,;LL BE 001-VGATED FOR. X.XXXXX, rIL'D Ill 'IHE Fj'-* OF 1HE RECORDER, '-'DA C -011-110Y. ASSES.StdENTS FRONI FjA,?-,6PA ki.fIRIDIAN IRRI(,-,ATIG',m L)ICTmcT, o. f), 5� T1113 DEVEtOPMENT RECOGIlIZES SE"C"T1,0N 22-15-03 OF THE IDAHO CO,1E, RK -'HT TO FARM XXXXXX'XX, F ILE0 itl THE OFFICE OF TFi'E JR'ECORXEIER� AD -A C(DONITY, ANT? _.i-? -`» UE r IjE ACT. ',NHICH -Te- -TES- "NO Ail-l-RICULTURAL OPERATION, AGRICULTURA-L FACILITY C -IR WITH INSTRUMENT NUMPEF-IS AXAXPXXXAXXX A� A -A AAAA X -A t- !:. 'rt, -, I- - z 137, THI'3 UDDIIVISION IS `�UBJED-,T TO ACIFIC)"S I�vi,,,,STER STOR�0 DRA,1N, `• ..r •A','3RE:E_IwlENT, V-1`5101`1 THEREC)F SHALL BE OR BLCOlkil'- ' NUISAiNCE, PRIVATE OR PUBLIC, BY ANY FRI'VATE STREET _IZA.,SENIEN r DETA'L C, CQ11DITIC,114`3 IN CIR ABCDOT THE SURR(JUNDING N0lVGFliCULTURAL MTIVlTiES RE(_.,0RDE(7) AQ IINSTRWAIENT N0M(3z7'-,' XXXXXXX Y,- A T-0 E:NGINCEF AfFIFF', IF HAS BEEN IN IDPERAHOM F-:,F� t-,ibf:,E THAN ONE (1) V&IEN TTHE Em TY OR.' EXPANSI'DN "h'AS N AT THE TIMEE IF EREGAIN OR )PERATION, F'C.ILI 'OT A NUISANCE ',A,'A-- CONSTRUCTED. THE PROVI'SION'S OF THIS SEC -1101-4 SHALL NOT APPLY VVHEN A 332 N. BROADMORE WAY NUlSANf__:E RESULTS FS THE 1,�;IPPOPER OR 14ECLI•GEliT OPEPV11ON rOF A�l NAMPA, IDAHO 83687-5123 ACPICUL'IUVAL C'PV_fe-',Al`IQI`-!, AC_RK_'ULllJRAL FAClUrY QNR 'EXPAI-1-D-1014 FHEREof," PHONE: 1.208) 442-6300 SHEET NO. 1 OF 3 LLI U) ccry ■ c, 10 Re D Lli z 0 6 4 `�_` 2' 17 L -,.j C-9 _S 00.00* _172_3G* 41 I'2::_)`2'7" N& -9-5155"E 7 0. Je 3• wU) Lu w W _x F66 '» Lu Lu > 65 15' 4 9'4 6'0`J 4 3 7 3 - I U) .f) (-1' .f)(-1y ,4.2_' ,I1 '2 �_-- -21 7 N C 1 5 3. 0 >- Lli Z W Z IY N w 12 �7. C)0' 103 5- 8' 1.? f609 64*32'17"E fi fU _5 - 2 fT > 125:00' 90, 7' 4.12 ;` Zu)zu)YILOIL 38 0� u < < 15 SUBDIVISION Sc \ Do z ff '%I- Lp p 17 31, _3 A 91 1 E 7 01 10' 01, 4110JOI 70.00' ------- w NL LANO 0 F 7 0. 0- 0' CLI bi <: I < 'oo . m I L�r.y- L',j w co 7 1,3 C, r 1- 03 17 0 -,j 16 10 z w 7t < UMALLEY 77 < L te •z UD 7{•{1» ? -- — — — — I__jI < -,j < SWI 8--_Vl 5'22"E 0, 7 01. 101 0, Q) 70, 0-0 7 o'r W CHAIR LIFT LN z s a. 19 __l 5 -S 8 :9 -152 2 �'E 1, A I #_1 - SA�4'15`22"E 24k�3.00' W CHAIR LIFT LN 0 • N -I- 'j ocl, P 0' 7 7, 1) 01'- u d 7. cl c." - - F Q) A ;j C-1 Ci b v- C� 7 C. 2 4 9 6 z 0 10 ou �Yj 11j !v) 4 CY E _X I �-;'f I I C `1_7 00'_ LII' 2� z z 'A S 17 M� E h, IT 4 4. � S89, I 5,22"E _1 7. 0 0, 4 7. 0 0' 7 eo' L 7 29aooi 2 9 5. Jr('2 5 0 0, 77-00' CEN TERLINE • OF 80' 1-q� 2 9 5. 1) 0' PURDAM DRAIN EASEM211T SFi9'15'22T 24'MX)' 372_09' N89'1 536"W 221.86' V0 I XI V1 11F(. HN N I N N89'15'22"W 924.10' 9 110 10 1/4 COR. 10 16 15 BASIS- (_)F BEARING 15 K— W_ FRANKLIN RD. NOTES 1/16 COR 15 .1, THiS SJA8DIlvT`DI0t-,I IS Slj-H.IECI TC) AN EXISTING (_'ITY Jr MERIDIAN S:AIIlfARY SE"NER A -I'll) i.s'LOCK `_-K 2, AND, LCIF BLOGN' ARE L -T'51 TO BE T 1, LOT 19, BLC 1 0 'NATER IdAll"I E.`%'jEt-.lFNT SHO'63'11 PER JNSTRU�MEE_Nf XXXX—XXXXX. j-jC)MF0WNERS' AsscicjATI,3fj� 0*0„'NED AND 1--�AINITAINIED BY THE;_ EiITRAF---- 2- Alf']'( RE'SIJBDIVI�3101N OF THIIS- PLAT HALL COMPLY 'NITH THE' A`,PPLICABLE IN njRF(TF LOT ACCESS TO j�j. F TRATA "w"VAY AlI'D "N, Phi-RUCIA 'ST. IS, PR0HIBITFD, EFFECT AF 17HE TINiE OF N )VERL A' P OF A.PPRQVED ACCESS DiRIVE L ICAT10i"T'S AS 'SHQ'YVN. 'SEP T F' �' C 1 klllkllI-.4U II BUILDINC S?ETBr'-.(KS SHALL BE IN AlCC(__-'FZ'DANCE 'NiTH THE C',rr( (jF NiERVMIAH 1_07':� SFIA LL 1110T BE REDUCED IN' SIZE %`11THOUT PRIOR A��'PROVAL F- 'r, r-Ol-vi THE HEALTH W II APPLICAIBLE Z01'16'110 A.11D SUBDIVIS4014 REWLATIONS AT THE T[�.,]E_ OF IS-31JANCE OF AURiORiTY AND 'nic r0re or MERIDIAN. I it it I 44.0' INDI'VIDUAL BUILDR-IG PEF4,11TS, OR AS, SPE_PJFI(_,'AL_LY APPR'O'VED At-.ID/(/R REQUIRED, CIR As CITY OF Nl7ill"IAN 10. NO ADDItIONAL 1:,C_),klEST4Ir_' ?.WrEm-, SUPPLIE:`� INIS111ALLED SLYOND II WK I CH; # - n Osli THI."], IDLAT. S"(STI'l-A IN t,AllllrAk',r RC-SM-11ICTION REELEAkSC. El �F`�,'ER �A D, EASEIMENT f. IRRIC'3ATI11-1 hi:.,- _R HAS' _8EEN PRXY-VIDEC; BY THE FtAtWA ��XENIDIAN IRRt(;AFlGN DISTFJCT IN 11- '[Hl':,.'- 1S SUBJECT fc,. THE COVENANT'-', CONLIffl.-DiNS, 'AND RE`_-lRiC'IlrllS I COMPLIAMCE ',NITH IDAI 10 CODE _3 I —3_';SQ.'5(I LOTS' VvITI flill F- 1`4TRAT A SUBDIVISION N(l I ((,C,_;�R`S) THAT Et ('S Sr- 1HI-_ DEVCL01"Mr-l"'T, RECS)RDED A'_� 12, THIS SUBDIVISION IS TO THE EXi`,3I'If-P� CC-6rrR`,S •;-NITI-1 s.. "RI 1�11.lf-,IBEP 1 o- 0 A cw r �,_ r Y41-1- BE ENITITLED Ti) I> Fs ',NATER R'lGHTS AND ,,;LL BE 001-VGATED FOR. X.XXXXX, rIL'D Ill 'IHE Fj'-* OF 1HE RECORDER, '-'DA C -011-110Y. ASSES.StdENTS FRONI FjA,?-,6PA ki.fIRIDIAN IRRI(,-,ATIG',m L)ICTmcT, o. f), 5� T1113 DEVEtOPMENT RECOGIlIZES SE"C"T1,0N 22-15-03 OF THE IDAHO CO,1E, RK -'HT TO FARM XXXXXX'XX, F ILE0 itl THE OFFICE OF TFi'E JR'ECORXEIER� AD -A C(DONITY, ANT? _.i-? -`» UE r IjE ACT. ',NHICH -Te- -TES- "NO Ail-l-RICULTURAL OPERATION, AGRICULTURA-L FACILITY C -IR WITH INSTRUMENT NUMPEF-IS AXAXPXXXAXXX A� A -A AAAA X -A t- !:. 'rt, -, I- - z 137, THI'3 UDDIIVISION IS `�UBJED-,T TO ACIFIC)"S I�vi,,,,STER STOR�0 DRA,1N, `• ..r •A','3RE:E_IwlENT, V-1`5101`1 THEREC)F SHALL BE OR BLCOlkil'- ' NUISAiNCE, PRIVATE OR PUBLIC, BY ANY FRI'VATE STREET _IZA.,SENIEN r DETA'L C, CQ11DITIC,114`3 IN CIR ABCDOT THE SURR(JUNDING N0lVGFliCULTURAL MTIVlTiES RE(_.,0RDE(7) AQ IINSTRWAIENT N0M(3z7'-,' XXXXXXX Y,- A T-0 E:NGINCEF AfFIFF', IF HAS BEEN IN IDPERAHOM F-:,F� t-,ibf:,E THAN ONE (1) V&IEN TTHE Em TY OR.' EXPANSI'DN "h'AS N AT THE TIMEE IF EREGAIN OR )PERATION, F'C.ILI 'OT A NUISANCE ',A,'A-- CONSTRUCTED. THE PROVI'SION'S OF THIS SEC -1101-4 SHALL NOT APPLY VVHEN A 332 N. BROADMORE WAY NUlSANf__:E RESULTS FS THE 1,�;IPPOPER OR 14ECLI•GEliT OPEPV11ON rOF A�l NAMPA, IDAHO 83687-5123 ACPICUL'IUVAL C'PV_fe-',Al`IQI`-!, AC_RK_'ULllJRAL FAClUrY QNR 'EXPAI-1-D-1014 FHEREof," PHONE: 1.208) 442-6300 SHEET NO. 1 OF 3 LLI U) ccry ■ Lli z 0 N Cl) 0 w w < w wU) Lu w W _x -Z > Lu Lu > C0 F- 0 7 I- U) C\j 0 0 0 >- Lli Z W Z IY N w Lli C) w w > W w U) Zu)zu)YILOIL 0� u < < is 0 3 : Q c) w r!YOf 0+ z Lu CD 0- 0 < 0 60_ W < CL < 0 LU W C_� 0� SHEET: X 0 M 0 CD 0 0 u --i < 0 LL} U) z z 0 0 P LU) of of LIJ 0 I to01 U) ■ Lli z 0 m -:1-1 z 0 q w < wU) Lu C) W LL -Z Z Lu Lu Z C0 Q. 0 7 fn Lli LL} Z < 0 3;� Co LL] , >- Lli UJ0 (y) 0 Lij CL z Pf% vj > ry 00 Lli C) LL W U) < 0� u < < is 0 L:L:), Z F— 0+ z Lu CD 0- 0 Z + 0 60_ ATTENTION: 1/2 - < (y) Li DATE: LU C\j Cr) z C_� LY 0 Lu SHEET: Ci ( OD C) 2 + w 6j 0 C/) z 0 cn o CJ ■ z z 0 40w&+L u LL u) U) (D -Z z > i> C) < Lu ct z V j LD Pf% vj z C) LL C/) z 0 ^100 LL F— z 0 60_ ATTENTION: 1/2 - 1 IF THIS BAR DOES NOT MEASURE 1" ON 2204 SHEET or 1/2" ON 11 xl 7 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: 0—% A W CL J U 0'_ I-_ UJ U) Uy) W W w z z W 0 1L LL O z _® U) W 0- z w F_ FY- U Ii U LI_I 0- U) I-_ D Q I-� U) h Z W F_ z O U I-_ Of0 h z W D t�- U7) z U) F_ LL z d h U L� Ca 0 0' 0 W U) Z) W CC Z O U D O t1. LLI i' z U) W 11.1 z z W O h LL O h LLI n- o of 0_ LLI h rn U) zz o W / m ® LU r h o f^� 4� M ti NOTES 1. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON FIELD OBSERVATION AND RECORD INFORMATION. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. 2. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION. ANY MONUMENTS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S SOLE EXPENSE. 3. ABANDONED TEST PITS, DRAINAGE DITCHES, OR ANY OTHER DISTURBED EXCAVATION LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR BUILDABLE LOTS SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL IN ACCORDANCE WITH THE ISPWC AND GEOTECHNICAL REPORT. ALL GRADING AND COMPACTION SHALL BE PERFORMED UNDER THE OBSERVATION OF THE GEOTECHNICAL ENGINEER. � KEY NOTES (1 ) ALL ONSITE STRUCTURES SHALL BE DEMOLISHED AND DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS PRIOR TO START OF CONSTRUCTION. 2 ALL ONSITE TREES AND VEGETATION WITHIN THE SCOPE AREA SHALL BE REMOVED UNLESS OTHERWISE NOTED. 3 REMOVE AND DISPOSE OF EXISTING ASPHALT, CONCRETE, AND GRAVEL. AREAS SHOWN ARE APPROXIMATE ONLY. OEXISTING SEWER/SEPTIC UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. FULL EXTENT OF THE SEPTIC SYSTEM IS UNKNOWN. ALL SEPTIC FACILITIES SHALL BE REMOVED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. (5) EXISTING WELL/WATER FACILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. FULL EXTENT OF THE WATER t- SYSTEM IS UNKNOWN. EXISTING WELLS SHALL BE ABANDONED IN ACCORDANCE WITH IDAHO DEPARTMENT OF WATER RESOURCE REQUIREMENTS WITH VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS. (D } REMOVE AND RELOCATE EXISTING POWER POLES AND OVERHEAD LINE. CONTRACTOR TO COORDINATE WITH IDAHO !_.! POWER. 0REMOVE AND DISPOSE OF EXISTING CONCRETE IRRIGATION DITCH. OVER -EXCAVATE AND BACKFILL WITH STRUCTURAL FILL PER ISPWC AND GEOTECHNICAL REPORT SPECIFICATIONS. COORDINATE WITH DOWNSTREAM USERS PRIOR TO REMOVAL. (S) APPROXIMATE LOCATION OF TEST PIT PER PROJECT GEOTECHNICAL REPORT. SEE NOTE 3 THIS SHEET. 9 EXISTING FENCE TO BE REMOVED AND DISPOSED. 10 EXISTING FENCE TO BE RELOCATED TO PROPERTY LINE. OWNER TO COORDINATE TYPE WITH PROPERTY OWNER. 11 EXISTING GRAVITY IRRIGATION WASTE PIPE TO BE REMOVED AND DISPOSED. 12 REMOVE AND DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK. 55' 10 11 7 I�j $ !!((Iliac rrliti I6h�i Illi ILII h yaaa�aaa ,`�+� �aii r y..�v-ataa�sarasdswe�rrrYr�aa�s*n F7 w • �K�1 I lI1N,i = �rraxrey, eta,v�L.e.�.�a..a a nip gni C 25g'? 7 5 ,aaa� 2569 2568 a�.ipasaaaa�a-c�aaa�►�aat.... m.� msa aav^�w.v►yaavisvve�r.�. waawaa-�nss.�r.E.aaaw �am�r / Eaaaa ►�aa aaaaaaaal�a, mat►ai��wareaa�a aaa,tu.�eie.4o aa�.a�isa►.wii.�►4+awv„sr�aaaaa�ooasa�.csma.���a�.mv � � ►a.�aaal aaaa�►axaaaoa:� w aaavcisa � aaa. aim cs. a .:..ae ; �. •.wvnaay.�wav� w�na�e++w� �'s�r`.�w��'i.�ajser� a�f4�I �� �y��� `r'v'�awaaas. a���;-�.�ewa�w.�r,;`�.. i��."�av".�r. � ��.r"'ti►s,rsecavl. � �►� ��1 t�+ i Y x ►j ?.Jim J ►a , 4� � �1�1��` �rtiraaa a�►aa�4aaa�►: - Baa ate\ as a .aaac i►+ate° ter. ♦♦O� rWw"i—�� t�ina��a�►ir�a►�v� iia >x��cw „i�e►i a*iiati �ciaa►Iit.a�►mm, c�a►�� a���. _..ro►n�rc♦ / c� �� :.,:��.,��.� .��� •.dam%cas��1�1e�w- �i.�en>r��sz�ii��;v�►�►��.��t.��aa,���a1�c_�aa%.Hata•.'s��aa,�.'ics3�aw���t:i�_%�i.�,.r..►_...►-� _--'_ �•'==__.=J RETAIN AND PROTECT '(� EXISTING UTILITY STUBS T SEE SHEET C9.0 ,SerjtA A L eA10 Qk 03-17- C/ 8. of c. CA Nv T f ry M w w w w cv ❑ 0 O❑ Z W Z WN I Z Z Y 0. p Cl OW Q 4 Q w Q 0 Q m � Z U a U ❑ ❑ U i Q -i -7 w 4 ❑ U) z Z O 0 a - Lu U) 2' p SHEET: O zL.LL.LL W U z � w U 0 016 0< n 00 CC zw z w Lli z Ly =� w > c0i- W 00 I K of 0 1- w w U �I cr- OAU d d � Q* ❑ Q ©— =Q w 0 W Lum� Ct Q 0+ o U4 CD W Z m z cMo } ❑ 04 U w U C7 Z c� o CV _1 U) w z m z o U 0 a i Ljj vi U. 0 ATTENTION_ 1/2 r 1 IF THIS BAR DOES NOT MEASURE 1” ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: I \ \ I \ /I \ lbrob \ \ \ AVENDALE SUBDIVISION UNPLATTED / \\ \ \ BOOK 109 PAGE 15523-15526 IRR. PIPES IRR. PIPES 8" IE(W)=2566.96' I 10" CMP IE(W)=2565.96° 10" CMP E E 2565 89' \ LEGEND POWER POLE ® POWER JUNCTION BOX TOP OF BANK NATURAL GAS MARKER ® TELEPHONE RISER TOE OF BANK �t WATER METER ff—v] TELECOMMUNICATION RISER EDGE OF CONCRETE WATER HYDRANT PROPERTY BOUNDARY — — — — — — EXISTING EASEMENT wv m WATER VALVE X - X EXISTING FENCE LINE — --- -- ---- `-- — MAJOR FIVE FOOT CONTOURS [�f CURB OUTLET DRAIN OVERHEAD POWERLINE — — — — — — — MINOR ONE FOOT CONTOURS QSANITARY SEWER MANHOLE WATER LINE 3168 CONTOUR ELEVATION A SANITARY SEWER CLEAN OUT NATURAL GAS LINE 44CONTROL POINT/BENCHMARK I0 IRRIGATION BO; SANITARY SEWER PIPE FLOW PATH IV IRRIGATION VALVE GRAVITY IRRIGATION \ DECIDUOUS TREE Tx POWER TRANSFORMER EDGE OF PAVEMENT '� CONIFEROUS TREE LIGHT POLE — ROAD CENTERLINE DBH DIAMETER AT BREAST HEIGHT RIGHT-OF-WAY TEST PIT SECTION LINE CONCRETE F x PAVEMENT 10 IE(N)=2565.68 I ( )- - 10" IE(S)=2565.60' CONTROL POINT #2 \\\ \ \ N: 707.916.469' \ E: 2,441,263.049' \ G} KENNEDY LATERAL ~ 2566 EL: 2566.01' X -2567— �\ \� \ IRR. PIPES J 12" PVC IE(N)=2567.08' 12" RC ray y g� P IE(W)=2566.49' I \ CONCRETE IRRIGATION t mg DITCH g 1�; \ \ W }, tBu ilt \\ \\ I \ \RINA4 CONTROL POINT- #1 c's� � \\ \� N` 707,668.144' IRRIGATION BOX IRRIGATION BOX E. 2,442,313.269' U I 6 \ \ — 2563 X Y \ I a \ \\ \ PUMP HOUSE EL: 2563.38' IRRIGATION WEIR \ \ \ \ 2562- IRR. PIPE i:RUG iq (y`IA ST. 4 1s+ R'i. P 12 PVC IE(W)=2563.84 l LIVESCK N - yY Q K� s{� \ \ STRUCTURES \ r f, t4 \ \\ \\ �SSO ' \ CONCRETE IRRIGATION \\\\ \ DITCH \ \ \\\ \\ \ \� \ \ ® If ,2sS ter , C �S \ > � X APPROXLOCATION �&\ \ \ \ \ \ I SEPTIC TANKLLJN \\ mss \ 1 I \. I �\ Xr�8„ DBH15" D8H I �\�\ \ \ CN 24" DBH CAR X �\� \ WORK PORT y I �"`� \ FEED SILO SHOP WELLHOUSE \ \ GULCH DRAIN \ -- `� { I HOUSE x t \ BOOK 1101 PAG13200-13204 SUBDIVISION IRWR 30" DBH ..Y� �, ,; 18" DBH IRR. PIPE `f \ r� :�, x \ I \ 7 � \ / :.. .:. �.' ����.,� .. \ IRRIGATION WEIR � 12" PVC IE=2549.81 1INPLATTED I I I x 1 ro(�\\ \ \ I y �x h i r ,�,4�a'E4 . f 18' DBH 8" SSCO APPROX. cb \ \ \ IRRIGATION BOX IRR, PIPES I ( I I. LIVESTOCK""" � �T4 � � k , � n X INV=2551.12' 12" PVC IE(W)=2550.33' II I� \ / < \� LIVESTOCK WATER STRUCTURE \ \ \ 10" PVC IE(N)=2550.78' ` \ / \ TANK CONCRETE PAD I I \ x x r— _ x �. IRRIGATION BOX �\ N x — ' ' CO CRETE HEADWALL _ 3f - GRAVEL ; \ --CONCRETE WALL 221.86'=— X — _ _ 299.92' ,.... 200.00' —,.... .� ,-,:— `��'�\ 5'25"E 1145.96'S7Uo- - — — — — — _ NV. FRANKLIN RD. CONTROL POINT #3 — — - _ - — N: 707,219.659' 8" PVCSMH- IRR PIPES — E: 2,441,0IM 8.116' R= EL: 2559.811' RIM=2567.29' 12" PVC lE(W)=2569.69' CL INV=2550.61' 12" PVC IE(NW)=2569.48' 12" PVC IE(E)=2569.41 12" PVC IE(SE)=2569.23' 48 GMP IE(SE)=2568.07' NOTE 1. THIS TOPOGRAPHIC MAP REPRESENTS AN EXISTING CONDITIONS FIELD SURVEY PERFORMED BY T-0 ENGINEERS ON OCTOBER 17 THROUGH OCTOBER 23, 2017. N LAN,d S C -D G E S� 137 5 '° OF \,;��y 01W, WI (D W N CO Z Z J J J ❑ NLu Z m Q O O w w� w i �` n- CY m ❑ ❑ U 4 Z O d 4 U U W U) w ❑ A a w 0 Z z 0 u) Q W � U a_ z c)} Q w_ zr� 0 CO y Y 0 W c(i d wa > ry-) § we rz OE p ¢ a v) In Q 77 00IN ❑ cn < ® r of 0 W � LU Oa s z LL,m m 0 � W Z Q cv Z w �-❑ Li w DATE: - PROJECT: `t O c�Y7 - SHEET: Ur Z o + s U) z m U)0 z O s a ca a 0 --% VJ 0 U) LL 77 00IN 0 ATTENTION: 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: a EE 0 CK IL _j F_ 0 C2_ F_ U) U) U) w Lli W z (D z W 0 FL Li - 0 z 0 U) U) 75 LY_ W a - z W F_ F_ Q 0 W (L U) F_ :D 0 r F_ 3: U) F_ z W F_ z 0 0 U) F_ GENERAL GRADING NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS - 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT BY GEOTEK INC, DATED OCTOBER 25,2017. 3. GRADING SHALL NOT OCCUR WITHIN 2' OF THE PROPERTY BOUNDARY, OR BEYOND THE LIMITS OF CONSTRUCTION. 4. GRADING SHALL BE PROVIDED TO DIRECT DRAINAGE AWAY FROM ADJACENT PROPERTIES. NO GRADING SHALL TAKE PLACE WHICH ALLOWS RUNOFF FROM THIS PROJECT TO PASS TO ADJACENT PROPERTY. 5. DRAINAGE SWALES ARE DEPICTED ON PORTIONS OF THE BOUNDARY TO PREVENT DRAINAGE FROM PASSING TO ADJACENT PROPERTY. CONTRACTOR SHALL MODIFY SWALES, IF NEEDED, TO PREVENT ANY DRAINAGE FROM PASSING ONTO ADJACENT PROPERTY. ADDITIONAL SWALES AND GRADING IS REQUIRED (AS NEEDED) TO LIMIT DRAINAGE AS NOTED IN 6 ABOVE. 6. OBSERVATIONS, APPROVAL AND FINAL ACCEPTANCE OF ALL GRADING (OUTSIDE OF THE RIGHT OF WAY) SHALL BE BY THE ENGINEER OF RECORD, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER 7. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 8. COMPACTION TESTING (ON INDIVIDUAL LOTS) SHALL BE PROVIDED IN THOSE AREAS WHERE THE BOTTOM OF FOOTING WILL NOT COME IN CONTACT WITH THE NATIVE GROUND. OWNER SHALL ENGAGE A LICENSED (ENGINEER) GEOTECHNICAL FIRM TO TEST COMPACTION, SAID FIRM SHALL PROVIDE DATA IN THE FOLLOWING FORMAT: A. PROCTOR CURVES PRIOR TO CONSTRUCTION COMMENCEMENT, PROVIDING COPIES TO CONTRACTOR, PROJECT MANAGER, AND ENGINEER OF RECORD. B. DAILY OBSERVATION REPORTS WITH COMPACTION DATA. C. DAILY SUMMARY OF ANY DEFICIENT AREAS. D. PROJECT REPORT AND GEOTECHNICAL ENGINEER'S CERTIFICATION AT PROJECT COMPLETION. FIRM SHALL PROVIDE COPIES TO ENGINEER OF RECORD, OWNER, AND MERIDIAN CITY. REPORT SHALL BE SUBMITTED WITHIN ONE WEEK OF GRADING COMPLETION. 9. DEVELOPERIBUILDER HAS REVIEWED THIS GRADING PLAN, HAS PROVIDED INPUT, IS FAMILIAR WITH IT, UNDERSTANDS AND AGREES THAT INDIVIDUAL LOTS SHALL ACCOMMODATE THEIR DRAINAGE BY FUTURE CONNECTION TO THE STORM SYSTEM BY BUILDING CONTRACTOR. 10. THIS GRADING PLAN DEPICTS MASS GRADING ONLY. SEE C5.0 FOR FINE GRADING DETAILS FOR PHASE I. DETAILS AND FINE GRADING FOR PHASE 2 WILL BE INCLUDED WITH THE PHASE 2 CONSTRUCTION DRAWINGS. w 0 F_ LEGEND z W 26,9® 0 PROPOSED MAJOR CONTOUR (1') F- U) PROPOSED MINOR CONTOUR (0.5 U) 2580 EXISTING MAJOR CONTOUR (5') F_ -?58?s EXISTING MINOR CONTOUR (I LL. 0 NOTE: DESIGN SURFACE IS 6" BELOW FINISH FLOOR ELEVATIONS. PHASE z DEPICTS MASS GRADING ONLY. FINISH FLOOR ELEVATIONS WILL BE 0 SHOWN ON PHASE 2 CONSTRUCTION DRAWINGS. F_ 11 0 0 0 w U) :D W 0 I- 0 :D r) 0 rK CL W z C/i 0� W W z 0 z W 0 FL LL 0 I- W 0- 0 m 0- w 17 CO F - z LU ry z CO m F_ 0 rn C:) 04 @I,# 'l/ FF= 100.0 GARAGE 8_1 CY) rn C§b - -H +1 LLO r) +1 PRIVATE STREET BUILDING GRADE DETAIL - ( i 14. 0 SCALE: NTS 10' MINIMUM PROPOSED - BUIDING jFINISH FLOOR 6" TYP_ j SEE PLAN 5% MIN. x \x BUILDING EDGE CROSS SECTI DIN ! SCALE: NTS C4.0 6" STEP TO PATIO I 9-: �rll vzl/ Z/ ?ST0 LP=70.0'4 .0 4�v 14�1 0 LL rirZ A X�l !W7 '0 0 Cf) 0 L0 CD ai p9 LL cfl LL C-) tr) 190) C) '0 r_q LO C\l ZXF u_ u_ Z 7�.' TZ. �16 Q> co, / I -1 2568.0 0 Lr- Cv oto Nt 0 LO 2568.0 0 04 00 LL_Co 41Az. ; - - Lo --r- 7- z op C(- s LL_ LL_ r IRA C) w.0 -- --------- 0La -- Z". A&F c) IN 1�1 LU 0o A Al/K 00 7T % 6 Nro L0 60 20661 C:)01 I I i i IQ) pl: LL LL coN U- D A C14Cb W T= 7� LL �A'r" Q0 LL N/1 (0 1 � -7 2567.0 C:) 2565.0 _j y W. ECHO CANYON_LNz Q0 < 04 ry LL 2666 -�K P.: LL LL co 011 co FF=2566-90 W 00 W -riC.0 F- t < L0 o L0 co CD C'� u_ �04 Z; Ll j u Lu u_ (0 't IY (.01 13U! r T T LO v C0 LL L- c> n' cvLij �565.0 LO C' 1 cfl cli Cq CL`ia5 vih w ;�t ® F=2563.50 , I �j - L0 2561.0 :D a- - z - - N I'l - 560.0 C) -i 1/ 2560.0 L0 - '. , _+ - z�z� 114 - - T1 04 Tr� 100 z'v (-V I j - I 'i i, �ii / 256o.o N ENTRATA WAY LL. JN, 1W _'_Z' I lu) hil ------- 4 256 •Ob 25650 7 7� 0_co T .--,2557 L0 i I ( - ---r- / ems, a �� . � = ' � \ ! � i o - _ _ b�, X5`3.5 `- �l Ill � '-' / ® mss , P c) 7 IR I C), 0 CDII f Lur) LO C�o 71r--; :7 ?555 = it C-0 o L0 CN C. z _j v LL Lo u_ 6i LL u_ u_ LL LL Ij I I C-1 N� d I I '.. T- c3 1 L (0 t-cyj -ry LD L 04 ---- 7_11 256 �9O f r JA 2561.0' N. MANSHIP L 25( Q) IV 2554 X SPUR- -,�JJj\'k UR HA DRAIN J�) O z z in U) ry 0 AOUN%� u Z LL ui0 < m 77 2! C) C6 z w < _j w w 5 W IL LLI � w U < z Co LLI w z 0 �: �6 LJ \` " ;�_ LLJ LLJ 0 O_ > u) z rK 0 C) -r wU) :D :2 L, 1A. ❑ m000 U. F_ o�C/) 07 z w z LU Cj� < 0 6iW!!%6iii� 0+ 0 zM D_ 2i - CD () z ®Q PROJECT: < 20 C\j ❑ LU Ce) Ow F - w w z cn 0 0 1: CL 0 z z 0 AOUN%� u Z LL < 0% z LJ Z < CO U LL_ 0 p ^ f m vi z m000 U. F_ z w 0 6iW!!%6iii� ATTENTION: 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 2204 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: C4.0 0(- w I-_ CIO T 0 Q� a_ 0 w F- U) U) RIM VJ IN w w z (D Z w 0 FL LL 0 Z 0 w U) RIM= INV = Lij IL z w 0 LL 0 w (L U) RIM= F- INV= Z) 0 C/) Z w F_ z 0 Cf) 0 17- z m U) Z U) u_ 0 z 0 F- 0 LL 0 0 0 w U) n ILL] ry :2� 0 0 0 0� 0- w z uj 0� w w z (D Z w 0 I -L u_ 0 w IL 0 w EL w r F_ U) F - z LLI :D ry F- U) z U) C) cr_ w w z (D Z w 0 SEW CD CNJI AREA DRAIN TABLE is NAME NORTHING EASTING 7 e. -AI AD 707233.6 2442120.2 F111 co) AD -A2 707234.3 2442072.0 - - ------ ------ 00 AD -A3 707235.8 2441956.8 7- 7 - AD -131 -A4 -T' -I AD 707238.7 2441729.3 FF =2564.76 7 AD -A5 707239.7 2441656.0 =2562.26 AD -A6 707242A 2441473.0 T FUTURE PHASE 2 AD -A7 707442.3 2441408.6 AD -A8 707331.4 2441407.2 o AD A9 707242.9 2441406.0 INV 2562.63' 00 C) 11 CAP AND MARK FOR j AD -A10 707316.6 2441331.0 U) F-1, -FUTURE EXTENSIO.N -------------- . <\ 1Ab D1 AD -A11 707245.9 2441330.1 ..F M=2565.32' AD -132 INV=2562.89 AD-Al2 707247.5 2441209.9 RI -C2 AD w 2564.58 AD -Cl L=19 AD -C3 L=53' RIM=2563.64 AD -A13 707444.9 2441330.5 RIM -2564.10 L7 2561.84 S=0.53% RIM=2567]5O S=0.40% .47 INV -2561.7$ D=12" INV=2564� D=6" AD -A14 707446.8 2441185.7 ml�=256 IN 3=0.40% -L=78'�� D=8"-S=O.3O%-L=I32' _L=1 06'- S=2.90% -D=6" CAD-2 4� AD A15 707254.2 2441176.7 RIM=D2567�00'1 00 11 RIM=2564-56 IN AD -A16- 707269.8 2441143.7 =2561.08 z It AD -BI 707871.2 2441091.5 0. SEEPAGE BED D SEE L=50' LID -.j DETAIL 2 SHEET C8.1 AD -132 707786.2 2441090.6 vu) FF=2565.90' S=0.00%-", FF=2565.40' CD ZI 't D=12" (PERF) AD -133 707701.1 2441089.7 < C5 FF=2566.80' AD D3 0� \ AD -D4 N 565.28'\ RIM=2566.07 AD -134 707567.2 2441210.6 CAP AND MARK FOR z RIM=2566�06 AD B3 INV=2563.57 UTURE ROOF 2564.65 INV= 5621.68 N QO AD -135 707607.4 2441347.4 _M7 DRAIN C NNECTION 2561.42 D B6 lul"vV.0 I J01.0 S L IVU.2-565.15 `CB -C1 0. _f. w =1.54% L=70' U) .2 S-195 *INV OUT' 560.73 D=6" - D=611 W W W W FUE _LN__ W AD -C13 00 s CB B2 L=53' - - - - - - RIM -2666 95 CB -BI TVC-.2562.76 SEW SEW -S=0,40% - INV -2564.45 INV IN:2558.56 D=12" C900 N INV OUT:2560.06 FF=2568.1 0 INV OUT: 2558.46-".' TVC:2562.78 SEW \Z L=22 L=23' AD -05 (24") S=0.50% L=1' S=7.99% D=12" <C900D=12" _LL RIM=2565,04 D=12" INV=2560.52 RIM:2562.87 SGT -CI 0 0s65 SEE DETAIL 3 FF=2565.1 0' RIM:2565.38 SHEET C8,1 SEE DETAIL 3 SEEPAGE BED SHEET C8.1 CD C SEE DETAIL 2 ;N SHEET C8.1 W. FRESH POWDER LN__ SEW L=80' AD -135 L=20' RIM=2563.34 S=1 82% U.01) /0 ......... If ---------- ---- , .. ........ D=12" ---- INV=2560.84 D=12" AD -138 (24") D=6" L=62'---------- FF=2566.90'-' RIM= S=1.94% -INV=2556.60' D=6" ... C:) ...... - ------- ........... ....... .. ......... q ___ � .... z ........ 1. .- HE ......... ....... is ..... ..... .. 0 D 4 (24") ............. ........ ...... . 0 \RIM=2562,13 FF=2563.50 ---------- t z AAn-Rr, (24") RIM=2566.70 507 < 00� INV=2556.60 / I I 5=0.0 . ._�_ __*___'_'_%___1 I - I ------ 0%' , _. X__ - . ........... ...... -- ------- ------ RIM=2561.76 FF=2568.1 0' INV=2664.00 ......... LL --------- D=12 -------- ......... v=2559.64 . . . ......... 0 L=44' (PERF) S=0.40% L-26 I— ------ 1 S=O.00% L 11p 4/ kx_� `� i W NAME NORTHING EASTING AD -137 707514.7 2441282.5 AD -138 707566.4 24412810 AD -C1 707781.3 2441236.3 AD -C2 707780.4 2441316.5 AD -C3 707778.0 2441658.1 AD -C4 707779.1 2441450.0 AD -05 707636.9 2441449.7 AD -C6 707436.5 2441984.8 AD -C7 707437.7 2441886.0 AD -C8 707438.7 24418081 AD -C9 707440.4 2441681.8 AD -C10 707441.1 2441624.2 AD -C11 707442.5 2441529.5 AD -C12 707443.1 2441482.5 AD -C13 707670.6 2441774.9 AD -C14 707557.8 2441773.8 AD -C15 707514.2 2441766.3 AD -C16 707517.5 2441440.3 AD -D1 707804.2 2441673.6 AD -D2 707763.5 2441712.9 AD -D3 707714.0 2441652,7 AD -D4 707713.2 2441712.4 110/ W SEEPAGE BED D=12" SEEPAGE BED B - ----- -- D=6" '67 CB -C3..' ACHD SEE DETAIL (PERF) SEE DETAIL 2 CB -C2 16 PC 11 :_ --I------------ "r, 2 SHEET C8.1 AD C16 __67 TVC:2565.34 z SHEET C8.1 /-TVC:2565 A .34 AD -C15 x AD -137 RIM -2560.75 ..... INV OUT:2561.61 RIM=2566.68 L=261 INV OUT:2561.70 ------- ---- \5=0.00/0,--RIM=2559.32 INV=2558,25 INV -2563,82 +INV=2556.60 L=I 04'- S=2.91 % -D=l 2" L=151' ---5=1.41% -D=6"- D=12, L=43' S=0.30% SGT -C2 U) RIM:2562.73 . ...... D=6" SEE DETAIL 3 L-22' + T C&I st=Z.40% SHEEP D=12" v W. PERUGIA STREET <SD + 0 0 C I I I i Cl) AD -C11 +cgR AD -A13 3 RIM=2563.56 AD -A14 RIM=2559 01 AD -CIO RIM=2558.86 INV=2556'51 AD -A7 CC) INV=2561.06 AD G8 AD -C7 211 RIM=2566.17 INV=2556.08 D=6"-S=O.3O%-L=143' C/) RIM -2560.67 0 RIM=2567.73 RIM -2568.16 A INV=2558.17 INV=2563.67 INV=2565.23 INV= 565.66 09 + AD -C12 (24") L=95'- S 2.76% D L=126'-S=1.O5%-D=6" -L=78'-S=O.55%-D=6" RIM=2564.38 AD -C9 L=47' C900 L=58' L=99'-S=j.6j%-D=6" S-040%'_RIM=2566.41 AD -C6 INV=2560 7"' 2 RIM=2569.75 ❑ <S D=6.1 3: !-..=0 % INV=2563.91 D=6 S=O. 'SD + FF=2560.50' < _j w FF=2565. @' F FF=2567.40' F=2569.40' SAND & GREASE TRAP TABLE NAME NORTHING EASTING SGT -B1 707642.3 2441167.3 SGT -C1 707636.6 2441474.6 SGT -C2 707517.0 2441483.4 NAME NORTHING EASTING CB -A1 707251.7 2441656.2 CB -A2 707330,3 2441418.7 CB -B1 707664.4 2441148.9 CB -132 707644.4 2441165.5 CB -C1 707691.6 2441449.4 CB -C2 707515.7 2441615.4 CB -C3 707516.0 2441589.4 W -w- W. PERUGIA STREET DRAINAGE NOTES 1. ALL CATCH BASINS TO BE STANDARD INLETS PER ACHD SD -604A. 2. ALL AREA DRAINS TO BE SIZED BASED ON CONNECTED PIPES, UNLESS OTHERWISE SPECIFIED. NYOPLAST DRAINAGE BASIN OR APPROVED EQUAL. SEE DETAIL 1 SHEET C8.1. 3. INSTALL AREA DRAINS OR APPROVED EQUAL WATER TIGHT DRAINAGE COMPONENTS. INLETS AND ALL FITTINGS SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS.+ 4. ALL PIPES TO BE ADS N-12 HDPE PIPE OR APPROVED EQUAL UNLESS OTHERWISE SPECIFIED. ALL ROAD CROSSINGS TO BE C-90OPVC. 0 C)FF=2571.30' \�ol\� U) U) z w z U II W -W. _CHAIR LIFT LN < F_ �1 W W SEW W 7 W. C W IJA s.S I -D�12" ------ ()SEW CHAIR LN SEI AD-AIO x SEW SEW A )-A8 RIM=2559.65 SEW -A2 w- _2 INV=2557 5 RIM=25(0.40 TVC:2562.36 INV=2557.80 T Q '.-'VOUT :2559.3s. AD - A16 II RIM -2556.55 uj INV -2554.55 0 1 :-F=2560,40'-' V_ Lu 1 0 ::-2564.50' 8_1 AD -A15 FF=2566.40' CB -Al RIM=2555.14 TVC:2565.28 L 2 SWALE A INV=2553,19' SEE �DE_ TIAII �L2_ EET C8 I E C8.1 _-A SH NV 2552ff SEE DETAIL L=34' S -0.400/t CID 0 OUTFALL L= 7' .4.SHEET C8.1 AD -A6 D=12" 5=5.43°10.. RIM=2562.46D=12_S=O.5O%-L=I2D=12" (C O' D=2"-S=2.430/ L=76'D=8"-S=2.88%-L=67' -1INV=2559.46 S=4.09%--, X\ 0900 L=181'-S=I-98%-D=8"- D=8" L=71' AD-Al2 AD -A5 RIM=2558.94 AD -A11 AD A9 INV OUT=2553.28 -RIM=2558.68- RIM=2565.53 --RIM=2561.39 \>,YO INV IN=2554.83 INV=2555,68 INV=2557.53 INV=2563,05 W W. FRANKLIN RD SEW SEW SEW SEW SEW SEW cry "I FF=2570.60' I • S=1.81% -D=6" L=225'-S=O.83%-D=6" L=115' - AD -4 \-RIM=A2567.69 INV=2564.34 RI M=2569.21 INV=256621 FF=2572.40' AD: A2 rRiM=2571.15 INV=2566.76 L=48' D=6" AD -Al + -RIM=2 69.95 INV=2566.95 �\� 69 ,GOSTQ e,3 88 gy=p lF OF CA R? Lu N w w w Lu > > F- 0 F - ON 0 0 0 0 Z W Z 0fNwf__ WW>W LLI Z U) z 0- 0 (L 0 (9 LK w 0 w 0 M < 0 (L ED 0 C1 1 w 611111111 a t4"*% z z Z u LL r 117% to U) 01-1 :5 Lij 0 < cc Z :Z1 L) ai r r% w < LY u.) v W Lu Lp C) < Z m w w z U) 0 > '�o y < ow W >_ LLJ (0 LU m 0 I -- CL < > � 00w LL z r., ID 0 0 _j < < w C") < 0 ATTENTION: 1/2 ui< IF THIS BAR DOES NOT MEASURE Ill ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 17, 2019 fy 0 170270 w z C5.0 LIJ w < 0 * 0 uj Im IL C:) 0 C) z < uj " Z CO 4Of 4 uJ (D co - co :2 CD w U) ui 0 C/) z 0 2! 0 T 0 0 - ►a a t4"*% z Z u LL r 117% z U- < W r r% 0 v IV do -01, C) < U) LL W z < 0 < LL F_ z w 0 ATTENTION: 1/2 1 IF THIS BAR DOES NOT MEASURE Ill ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 17, 2019 PROJECT: 170270 SHEET: C5.0 ua �� SD bu �u1_ . °-� 1 t �° $� ° U + \ U) \ U7 r�— r- , 3 � L1J Z - . ` s g 'fl i - \ O , - W W W i W_ IJV. SKI JUMP LN_f \ W� - sl - 4 - _ _ ,� ____ SEW — SEW —SEW --•--- (PHASE 2) __.. SEW ,,.. _- �_ 44, KEY MOTES ( 1) RETAIN AND PROTECT EXISTING POWER POLE ALONG W FRANKLIN ROAD. (2) CONCRETE PAD FOR FUTURE VALLEY RIDE BUS STOP. �C-33) RETAIN AND PROTECT EXISTING FIRE HYDRANT. 0 CAP AND MARK FOR FUTURE EXTENSION. 5j DUMPSTER LOCATION, ATION SEE SHEET C8.0. �J C) MAKE COMPATIBLE CONNECTION TO EXISTING PI MAIN. CONTRACTOR TO COORDINATE WITH NAMPA MERIDIAN IRRIGATION DISTRICT. C) INSTALL 44' CONDUITS PER ISTPWC. C-8) INSTALL 2-6" CONDUITS AND 3-4" CONDUITS PER ISPWC. o I 1�1 - 4 OEM IZ _ SSMH D-3 \ lON 4 CONSTRUCT LIMITS OF LIMITS OF CONSTRUCTION I 1� � -- -- Ti FUTURE I P HAS 2 ?� o Lu co \ W t I SSMH E-2 - , U_ 00 U v A- - SD -- SD SD �: rc' _ :::. - , co I V) S4 i. ZT1-1 _ I-' v • 0 10 -f- 0 Z � , —L -F 14 SEEPAGE U) 16 15 13 12 11co - .. BED D � z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`gNAL £fir LL 18 --Ir- --L.L, 17 OF Lu N x aa WN w(Lww F- wz w h> Zu)zn 0 0 0 0 c) m w U¢ z O U Q a U p p G -i w U) z a F- 0 W U) ry w p - z _ - — s \ ., 7 z , U i s%� , w Cly I- S� Is , • I ° , , _ 5 � w ® -;'' w W(8") W(8 W(8") W{8"} ` T' � w I} O , i\Lu SSMH F-1-SSMH D-2—� 3• . v SSMH F-2 ( ) 5 +W_7S_KI HILL LN ss(s")' S ° \ . z m w W ( _ - W _ a am a :r I r — W 00 1- d ca c/)r Cg . A STR T I'i.. „ z _- UCTURE � W 81` •I i. W(8,.) -{- �, 6 � W COm � � U I- s PLAY STR ( ) = . \ ® co `t U- := (FUTURE) .::::: _ W. FRESH POWDER LN R .�° �p t� > o i SSMH E-1 PAVILLION :::: ::::::.'::: SSMH D-1 I d cv p� j. Lu WITH BBQ :: ::::.:: :::::::::: s <SS(8") s SSMH C-1- \ ?j \� REMOVE EXISTING BLOW i w `d Q Z ' l2 _:_. FUTURE } �. ` \\, C) ao s 77> r , v (FUTURE) O �.' OMPA"f1BLE cP, o (J '" " OFF AND MAKE G z w CONN J - • "?_ .......... ... .. : T EXISTING Z WATER MAION w O Q m U ,..:i -r- z .... SEEPAGE : _: .. `� ~- --' 7 a LL 0(� ® s ` L— O C s .................... •:._... BED C •:. _ :.:•::::::::::::::::::: :':: :• CLUBHOUSE .,....- ._... Imo❑ l .:.::::::. S AND POOL ......... d 5 DOGS 0 PARK SEEPAGE :::::.:. ':_ B 4 BED ='-=:.:..::. _ (FUTURE) ::.::::.' .::.::.:.: (FUTURE) > : 'P t- \ \ KENS S NG SEE SHEET C8.2 S �%...O ( •.� � CRO � -z i::::. •::.... r2 _ -T- _ :� 0 20 40 80 120 /\ cP. 8 r> Lu �t — t vJ i F_ ....... . ........ LLI r ry \ 131 © a 1 i SEEPAGE \ o \ \ O BED ACHD ` A - s o SD SD SD _ tI - R I-RtW R/ R/W R/ \� _.. _ W R W _._._ ..:: R W _ -- -�- : ---._ ...... W U _ : "- HALF BASKETBALL\ i _....._ {FUTURE) COURT W ($) UGIA STREET W. PER7LL Ll. 7LLJ � -}- � �\ . \ \ socr_ SD so ' >7i Z_._-::. :._:_._ _.._..:._ ...__......._.. 7 - ..._....... q so " R/1/i! - -- :.' rt.U:+1 ru •s ' M 2i """.�^'' X05} SD <:i SD 7 SD SD -- - �- 7A0 SD SD 111/1 \ Lij r�\0vi ry � ' �� T° r I 16 15 14 13 12 11 50� ,v , > ' a > ! 0 I 1"JiI ililli .> I i' i i I a I i , W. CHAIR LIFT LN9' .., >•. , .. ; . ; ' a,- '':.,... :;=:' _ _ • W(s") i W(8") W(s") W(w) W(8") SSMH B-5 SSMH B-4� 1 _ W. CHAIR LIFT LN Z SS(8 )s® s SS(8")> SSMH B-3 SSMH B-2 — e SSMH A-2— — - — — <SS(8") s SSMH B-1 \\\ B s U} Z+ f r I \ x. s )> <S <S :. I 3 I I t N I .. s- 8 4 N 1 -.EMERGENCY NGY .... .: ... • v i a.. ..-. ..:. - a.. .. - .. E >, O i ACCESS , U) ry x 1 2 U `� aC0 cn0 � ._..,� � 2 3 4 V 5 6 7 8 9 10 J-_ — \ 'A -f- Lac c° I -DETENTION __' - � , .. _..: ,. .�.•.:.-.:. �:'_- - — -f- � 'fit=.-.- °. -' >>: X ATTENTION: I W SWALE A L (I 1 _ -_i : 1 _ 112 1 � 0 7 S L�SD i ID S46 3 SD 5D SD SD �_ \ IF THIS BAR DOES NOT MEASURE Z \ '� 1 s 1" ON 22x34 SHEET or 1/2" ON I W x •.. _,/ _ 1 3 SSMH A-1 , iso. � 1 1 � 11x17 SHEET, THEN DRAWING IS ® NOT TO SCALE .. --._v _-- � _— ,.-., `_.• ,."'-•.-..- '=J-- • . , , --�I IDS-�MAKE COMPATIBLE DATE: March 18, 2019 p r (r � -••. ,_,,_ ...,- � CONNECTION TO `` w EXISTING UTILITY , r .. :u �,y.. T PROJEC . 170270 �x-=-�;3.Yii= STUBS ,a------ uu, ,_i}_i — — —RELOCATE EXI;'fING -_ — w -- --- — — -� --- SHEET: STREET LIGHT, SEE W. FRANKLIN RD 2 _SHEET 012.0 - — — — — — — — — — — — -- — LL 18 --Ir- --L.L, 17 111/1 \ Lij r�\0vi ry � ' �� T° r I 16 15 14 13 12 11 50� ,v , > ' a > ! 0 I 1"JiI ililli .> I i' i i I a I i , W. CHAIR LIFT LN9' .., >•. , .. ; . ; ' a,- '':.,... :;=:' _ _ • W(s") i W(8") W(s") W(w) W(8") SSMH B-5 SSMH B-4� 1 _ W. CHAIR LIFT LN Z SS(8 )s® s SS(8")> SSMH B-3 SSMH B-2 — e SSMH A-2— — - — — <SS(8") s SSMH B-1 \\\ B s U} Z+ f r I \ x. s )> <S <S :. I 3 I I t N I .. s- 8 4 N 1 -.EMERGENCY NGY .... .: ... • v i a.. ..-. ..:. - a.. .. - .. E >, O i ACCESS , U) ry x 1 2 U `� aC0 cn0 � ._..,� � 2 3 4 V 5 6 7 8 9 10 J-_ — \ 'A -f- Lac c° I -DETENTION __' - � , .. _..: ,. .�.•.:.-.:. �:'_- - — -f- � 'fit=.-.- °. -' >>: X ATTENTION: I W SWALE A L (I 1 _ -_i : 1 _ 112 1 � 0 7 S L�SD i ID S46 3 SD 5D SD SD �_ \ IF THIS BAR DOES NOT MEASURE Z \ '� 1 s 1" ON 22x34 SHEET or 1/2" ON I W x •.. _,/ _ 1 3 SSMH A-1 , iso. � 1 1 � 11x17 SHEET, THEN DRAWING IS ® NOT TO SCALE .. --._v _-- � _— ,.-., `_.• ,."'-•.-..- '=J-- • . , , --�I IDS-�MAKE COMPATIBLE DATE: March 18, 2019 p r (r � -••. ,_,,_ ...,- � CONNECTION TO `` w EXISTING UTILITY , r .. :u �,y.. T PROJEC . 170270 �x-=-�;3.Yii= STUBS ,a------ uu, ,_i}_i — — —RELOCATE EXI;'fING -_ — w -- --- — — -� --- SHEET: STREET LIGHT, SEE W. FRANKLIN RD 2 _SHEET 012.0 - — — — — — — — — — — — -- — 0 Lli I-_ DO �E 0 F- _) U) U) V) w LLI W Z (D z W 0 LL 0 Z 0 Cf) U) ui L Z uj F- F- LL 0 w 0- C/) F - Z) 0 :E F_ Cf) F_ z uj F_ z 0 U) F_ w 0 F_ z Lli z U) tL0 z 0 F_ LL 0 2 w 0 uj U) W 0 F_ 0 0 W ry z U) 0� w W Z (D Z W 0 12 - LL 0 F_ w w n 0 W Z F. U) F_ z w F_ z C/) .9 CATCH BASIN TABLE NAME STATION CURB ELEV. INV. OUT SUMP Q25 (cfs) Q100 (cfs) CB-ACHD1 12+50.01 TVC = 2560.00 12" 2557.58 (W) 2556.58 0.77 1.08 CB-ACHD2 12+50.00 TVC = 2560,00 12" 2557.58 (E) 2556.58 0.25 0.34 2565 2560 2555 2550 C_ 13+50 13+00 12+50 12+00 11+50 11+00 10+50 N EINTRATA WAY PLA IN'AIND PROFILE - STA. 10+00- 13+11 VERTICAL SCALE: 1" = T HORIZONTAL SCALE 1" = 30' 2565 2560 2555 2550 10+00 KEYNOTES: TSTOP SIGN (R-1) AND STPEET NAME SIGN (ACHD TS -1109) INSTALLED PER ACHD SD -1114. RETAIN/PROTECT EXISTING POWER POLE SIDEWALK PER ACHD SD -709 TYPE 1 CATCH BASIN INLET PER ACHD SD -601 OTRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB PED RAMP PER ACHD 712H WITH TRUNCATED DOMES 6 PER ISPWC SD -712. 07 FED RAMP PER ACHD 712G WITH TRUNCATED DOMES PER ISPWC SD -712 O CURB TRANSITION PER ISPWC SD -707. SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2' TO PROVIDE A SMOOTH TRANSITION TO NEW ASPHALT. 13 INSTALL 2 MAXIFORCE WRENCH RESETTABLE BOLLARDS 16 CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD SD -710B. 17 SHALLOW INLET PER ACHD SD -715 19 CONSTRUCT BORROW DITCH BEHIND CURB PER ACHD STORM WATER DETAIL 05. MATCH TO EXISTING DITCH. FRANKLIN STRIPING KEYNOTES: "RIGHT LANE MUST TURN RIGHT" SIGN PER MUTCD R,3 -7R "BEGIN RIGHT TURN LANE YIELD TO BIKES" SIGN PER M'UTCD R44 RIGHT TURN ARROW 5" WHITE BIKE LANE DASHED STRIPING AT INTERSECTION PER TS -1112 DETAIL 12. 5" WHITE BIKE LINE STRIPING PER TS -1112 DETAIL 15 HELMETED BICYCLIST WITH ARROW PER ACHD TS -1113 0 '15 60 90 NOTES: 1. CURB RETURN RADII ARE 15' TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL TOP OF CURB ELEVATIONS AT OR NEAR PEDESTRIAN RAMPS ARE DEPICTING STANDARD CURB HEIGHT. CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS IN ACCORDANCE WITH ADA REQUIREMENTS. 3. ALL PEDESTRIAN RAMPS ARE PER ACHD SD -712H WITH TRUNCATED DOMES PER ISPWC SD -712 UNLESS OTHERWISE NOTED. 4. ALL ACCESSIBLE ROUTES TO MEET OR EXCEED CURRENT ADA GUIDELINES. ACHD AND ENGINEER OF RECORD MAY CHECK CROSS SLOPES AFTER CONCRETE IS POURED. ANY SLOPES EXCEEDING ALLOWABLE MINIMUMS OR MAXIMUMS SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY SLOPES DURING STRINGLINE/FORMING PROCESS. 5. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% PER ADA REQUIREMENTS. THERE ARE NO TOLERANCES ALLOWED. 6. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLAINCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 7. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 8. STREET NAME SIGN (ACHD STD. DWG TS -1109) INSTALLED PER ACHD SD -1114. 9. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD DETAIL SD -301, AND ACHD SUPPLEMENT STANDARD DETAILS SD -303 AND SD -806. 10. ALL EXISTING IRRIGATION DITCHES AND STRUCTURES SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TEST. 11. STORM DRAIN MANHOLES WITHIN THE RIGHT-OF-WAY TO BE PER ACHD SD -611 WITH 2 FOOT SUMP. 12. SEE SHEET C5.0 FOR PRIVATE STORM DRAINAGE SYSTEM DETAILS AND CATCH BASIN DETAILS. O z CRC) EXISTING PAVEMENT Lo O Lnq Z�_ P to +10_<SD - to .- 11.5 11.5' DITCH 2' TURN LANE to DRIVE LANE to M -CD - CD m -BIKE hat '_j < 1.75% TYP (z) SAWCUT t 0 w F_ 0 z fL wU) 2 01 00 < < (L C6 to +Lr) 00 < 0 07 m + F 0 (.0 W w 2-1 3! 3" OF PLANT (D W 2; < Z M0 0) ASPHALT PAVEMENT (D cO 00 0 w 6" VERTICAL -F 6" OF 314" CRUSHED lo- 1.0 -11 N.- L0 If cli < u +C5 !�l to LO 6" MINUS PITRUN SUBBASE to + N CY) Lo u Z W. FRANKLIN RD CROSS SECTION 1 Z .:j Y_ < N �ICTV U) W -1 uj Z 11 C\j 11 u LO N LL LL U) U) LLJ_ t r\ U) INTERSECTION 5; 5: z rn _j LU g II _j Lj < en EXISTING GROUND > > N. ENTATA WAY STA, 13+11.08 > > > > a_ INTERSECTION vi F- z 2E Z 0 w cl� z N. ENTATA WAY STA. 11+79.20 LL w U) z W. PERUGIA ST STA. 13+69.9$ < LOL 0 W. CHAIF LIFT LN STA. 11+93.44 - CL r1000 2,00. z Z 1.00% LLJ ATTENTION: IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 1 lx17 SHEET, THEN DRAWING IS -0 -0.42% TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: 0.46%u - PROPOSED GRADE ----coca- AT CENTERLINE C� C> cl� to + LO 0) CD -5 Q_ w ui w L=52' S = OA 0 --------D='12" - - - - - - - - - - - - - - - -- ------ SDMH-ACHD1 tSUMP=2555.48' STA -12+50 00 RIM=2559.961 SDMH_ACHD2 STA=13+06.25 RIM=2560.33j - INV OUT=2557.48'(N) SUMP=2555.27' INV IN=2557.48'(E) -INV OUT=2557.27 (W) INV IN=2557.48'(W) INV 11\1=255727 (S) CO 7 CD 0) fll- C\j M" Cq M C) to 0) tr) 6 m Cj to O to 0 to Z� C) to LO N In C%j LID N m C'I Lo N to N LO Cq LO C11 to N U) C\l Lo cli LID C\I 13+50 13+00 12+50 12+00 11+50 11+00 10+50 N EINTRATA WAY PLA IN'AIND PROFILE - STA. 10+00- 13+11 VERTICAL SCALE: 1" = T HORIZONTAL SCALE 1" = 30' 2565 2560 2555 2550 10+00 KEYNOTES: TSTOP SIGN (R-1) AND STPEET NAME SIGN (ACHD TS -1109) INSTALLED PER ACHD SD -1114. RETAIN/PROTECT EXISTING POWER POLE SIDEWALK PER ACHD SD -709 TYPE 1 CATCH BASIN INLET PER ACHD SD -601 OTRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB PED RAMP PER ACHD 712H WITH TRUNCATED DOMES 6 PER ISPWC SD -712. 07 FED RAMP PER ACHD 712G WITH TRUNCATED DOMES PER ISPWC SD -712 O CURB TRANSITION PER ISPWC SD -707. SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2' TO PROVIDE A SMOOTH TRANSITION TO NEW ASPHALT. 13 INSTALL 2 MAXIFORCE WRENCH RESETTABLE BOLLARDS 16 CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD SD -710B. 17 SHALLOW INLET PER ACHD SD -715 19 CONSTRUCT BORROW DITCH BEHIND CURB PER ACHD STORM WATER DETAIL 05. MATCH TO EXISTING DITCH. FRANKLIN STRIPING KEYNOTES: "RIGHT LANE MUST TURN RIGHT" SIGN PER MUTCD R,3 -7R "BEGIN RIGHT TURN LANE YIELD TO BIKES" SIGN PER M'UTCD R44 RIGHT TURN ARROW 5" WHITE BIKE LANE DASHED STRIPING AT INTERSECTION PER TS -1112 DETAIL 12. 5" WHITE BIKE LINE STRIPING PER TS -1112 DETAIL 15 HELMETED BICYCLIST WITH ARROW PER ACHD TS -1113 0 '15 60 90 NOTES: 1. CURB RETURN RADII ARE 15' TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL TOP OF CURB ELEVATIONS AT OR NEAR PEDESTRIAN RAMPS ARE DEPICTING STANDARD CURB HEIGHT. CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS IN ACCORDANCE WITH ADA REQUIREMENTS. 3. ALL PEDESTRIAN RAMPS ARE PER ACHD SD -712H WITH TRUNCATED DOMES PER ISPWC SD -712 UNLESS OTHERWISE NOTED. 4. ALL ACCESSIBLE ROUTES TO MEET OR EXCEED CURRENT ADA GUIDELINES. ACHD AND ENGINEER OF RECORD MAY CHECK CROSS SLOPES AFTER CONCRETE IS POURED. ANY SLOPES EXCEEDING ALLOWABLE MINIMUMS OR MAXIMUMS SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY SLOPES DURING STRINGLINE/FORMING PROCESS. 5. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% PER ADA REQUIREMENTS. THERE ARE NO TOLERANCES ALLOWED. 6. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLAINCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 7. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 8. STREET NAME SIGN (ACHD STD. DWG TS -1109) INSTALLED PER ACHD SD -1114. 9. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD DETAIL SD -301, AND ACHD SUPPLEMENT STANDARD DETAILS SD -303 AND SD -806. 10. ALL EXISTING IRRIGATION DITCHES AND STRUCTURES SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TEST. 11. STORM DRAIN MANHOLES WITHIN THE RIGHT-OF-WAY TO BE PER ACHD SD -611 WITH 2 FOOT SUMP. 12. SEE SHEET C5.0 FOR PRIVATE STORM DRAINAGE SYSTEM DETAILS AND CATCH BASIN DETAILS. 0 0 "C) n9 S5 .01 Q/� W FRANKLIN RD. C7.0 C)t W IA FRAWKIN Rru", TURN LIANE VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1 301 PROPOSED IMPROVEMENTS O z CRC) EXISTING PAVEMENT Lo O Lnq Z�_ P to +10_<SD - to .- 0 0 "C) n9 S5 .01 Q/� W FRANKLIN RD. C7.0 C)t W IA FRAWKIN Rru", TURN LIANE VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1 301 PROPOSED IMPROVEMENTS O z EXISTING PAVEMENT 5' 10, 12' 5' 11.5 11.5' DITCH 2' TURN LANE LANE DRIVE LANE DRIVE LANE --SIDEWALK F- LLJ -BIKE hat '_j < 1.75% TYP 2% TYP SAWCUT t 0 w F_ 0 z fL wU) 2 01 00 < < (L % Xy SEE ACHD SD -709-7 < 0 07 < w z > W w 2-1 3! 3" OF PLANT (D W 2; < Z M0 Lu ASPHALT PAVEMENT (D cO 00 0 w 6" VERTICAL -F 6" OF 314" CRUSHED U) 0 z CURB & GUTTER GRAVEL AB 0 12" OF 6" MINUS PITRUN SUBBASE u Z W. FRANKLIN RD CROSS SECTION 1 Z .:j Y_ SCALE: NTS �ICTV 14' TURN LANE 11 L �Gk S TE F OF CA Rpt w V CG M ry cep N w Ill Ill > > I— 0 0 0 Z Ljj z 0 w w w z > 0 m of of Ill < CL M �15 0 w C( s C) a- 10 m 0 < 7�w.<-_7T O z u ! 1 o W < F- LLJ W z < w w (D MLu -7 Ly sm 13 0 Pj :> (D w co or 00 0 w F_ 0 z fL wU) 2 01 00 < < (L W ujl ne, < 0 07 < w z 0 W w 2-1 O� < co n :E 0+ z c> < 0 m (D W 2; < Z M0 Lu (D cO 00 0 w U) U) 0 z 2! 0 C) 0 Q u Z Z .:j Y_ z Z 0 e--, u LL LL U) U) t r\ z Lj < en 0 vi F- 2E Z 0 w cl� z LL w U) z < LOL 0 CL r1000 C,6 z Z LLJ ATTENTION: IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 1 lx17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: W Ir- 0 aa w n F - _U Q_ F_ CO U3 C/) Lu uj z z Ll.1 Q FL LL O O U) U) 2 Of LLI 0- z w I- LL U L!J IL Cn F_ D O r I® CO F_ z w t° z O U C/) I-_ �. O 1- z UJ li U) z U) t - Li.. Q O U O O w U) D LLI z O LY n. La 1 z N/ Ir w W z z w FL LL O w 0- 0 IL W F -- U) H z L11 ry F- U) z U) F- LLI W Z_ (D z w O FL m Co CN KEYNOTES: OSTOP SIGN (R-1) AND STREET NAME SIGN (ACRD TS -1109) INSTALLED PER ACHD SD -1114. SIDEWALK PER ACRD SD -709 OTRANSITION FROM 6 VERTICAL CURB TO 3" ROLLED CURB OPED RAMP PER ACHD 712G WITH TRUNCATED DOMES PER ISPWC SD -712 93 INSTALL 2 MAXIFORCE WRENCH RESETTABLE BOLLARDS. 14 CONCRETE PARKING, SEE DETAIL 5 SHEET C8.0 21 ±34LF BRIDGE RAILING PER ACHD SD -2040M Urn z U® Cjis�, N o O_ a v)_F-- cn ®.. 6p __ a S.M.. tY p cry Lp -N co Q7,6 co In N GO C00 w Z SI O N-'31 O Q0 O M II W F�- U n ✓6 _ i • If.f- > ill + U r N _ LIM � j W ch F_ I--.. r � If Q: Y N O Q O h,- 00 N.. <L >� > Q _� U) d Q DATE: March 14, 2019 ro+U (!? <_® SHEET: U) U)U r+iU if Q W Q n �' p + Z m A. o U z ♦ < Q c�s� . U W M z O w Ur CO ♦ ug z J I-... - � Cl) z m `no o z w w U W, ..... I ...... -I a •:.:.:: 1 I JiF TF 2575 w z J 2570 2565 2560 2555 C7 O NOTES: 1. CURB RETURN RADII ARE 15' TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL TOP OF CURB ELEVATIONS AT OR NEAR PEDESTRIAN RAMPS ARE DEPICTING STANDARD CURB HEIGHT. CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS IN ACCORDANCE WITH ADA REQUIREMENTS: 3. ALL PEDESTRIAN RAMPS ARE PER ACHD SD 712H WITH TRUNCATED QOMES PER ISPWC SD -712 UNLESS OTHERWISE NOTED. 4. ALL ACCESSIBLE ROUTES TO MEET OR EXCEED CURRENT ADA GUIDELINES. ACHD AND ENGINEER OF RECORD MAY CHECK CROSS SLOPES AFTER CONCRETE IS POURED. ANY SLOPES EXCEEDING ALLOWABLE MINIMUMS OR MAXIMUMS SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY SLOPES DURING STRINGLIKE/FORIVIING PROCESS. 5. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% PER ADA REQUIREMENTS. THERE ARE NO TOLERANCES ALLOWED. 6. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLAINCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 7. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 8. STREET NAME SIGN (ACHD STD. DWG TS -1109) INSTALLED PER ACHD SD -1114. 9. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD DETAIL SD -301, AND ACHD SUPPLEMENT STANDARD DETAILS SD -303 AND SD -806. 10. ALL EXISTING IRRIGATION DITCHES AND STRUCTURES SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TEST. 11. STORM DRAIN MANHOLES WITHIN THE RIGHT-OF-WAY TO BE PER ACHD SD -611 WITH 2 FOOT SUMP. 12. SEE SHEET C5.0 FOR PRIVATE STORM DRAINAGE SYSTEM DETAILS AND CATCH BASIN DETAILS. AV 00 fox TOA=2568.13'(ME) STA=19+93.35 SQL �s� �s� ����0` 9x9 �p x 8 q"a 0,9 4o, F 21 T OJ A�A� .o J SEE SHEET C8.2 FOR KENNEDY CROSSING DETAILS o� o (o U N C� p ei o ton o lon Urn U c��l ULo `- p �� F_ o t- © 2 Q r O Lo (CCL V-� Q - O O N O N a- - a tl;-O In # � N _� Cl) � V N (0 t N m N cv (� N N cy 11 11 o coo (o (`no Nm a I= Cj m m c� (0 �- C$.0 O N <SD 0 11 1+ ,n cv it U Lo cn II co U p U to Ln 1- (� Ln F Q rn o 1� U o II d +U N +U (y +U +> +> �N 11N a m a(�v> Lri ari dui mc`�y oiU rN n `� -�c`nv �+°U > cam- It � � N It � > to t- cr II �j it - N to h- II (0 C4 (O N C0 M It Ma cj- 11 q t.[) II - r > - Ii ii +U 1i I-- �u 'il - +U �r� �U-'o;9,a}U.ir ^NmN r,.�n �U +.. +U.. rot) +U - - �� - '« r' > Q b' > Q ' .. <L 'Q _ : r >. �.- N�r > N N.I Lb > Q co it 07 N _ > L9 . C0 N W > II i u i- _ U) F- 4� L+ UJTQ� +rlljLll ~ �0, �� �> 11 F--li cC90 a F> oU~ Imo- 'S4 <t Q Ln Ln Q Q U > f- Ii E it E �- Nf- U sn - U n U It U q Q Ii ,- F_ 1 0 c~n ) U F_ w ,w Cn D ------ -- - - - - -- - - - - - - - - - -- - -- - - - - - - - - - -PVI STA = 18+96.00 - - - - -- -- -- - -- -- - -- - -- - -- - - -- - N PV1 ELEV = 2569.05 r K = 41.44 U-- - ---- -- - -- -- -- - ------ --_-- -- ------ --- --- ---- ------------ - LVC-8728 -------------- ---- ----- - r HP STA = 19+05.03 r, w -w--- ------- -- ---- --�- --- - ---- ----- ---- ---- - ------------- - _.------�---- -- -- ----HP=2568.89-co 00 °' Z _w- - - _ _- -_ - - - - - - -- _ .-. -_ ._� -_ . -_ _- -_ _- _.- - - -_ -_- - - _- -_ - -.Co- 11 N r1_:C? a wLO Lu - -- -- -- - --- -- - - PVI STA = 15+42.55 - PVI ELEV = 2564.93 N N � K = 24.57 CD, Uw Uw w Q PVI STA = 14+35.23 LVC = 54.02 0; > > PVI ELEV = 2561.25 HP STA = 151-62.02 '+'I vi K = 31.31 HP = 2565.17 li iv -- _ - -0.95% LVC = 6$:27 It - - - - - -- - - - - - - -- -- - - -- - LP STA = 14+13.73 -... - -- -- - - o r - - - - -- - - oCq - - - -- - -- cni w_ - - - - -- - - - - - - - - - - - - -- - - - --- - -- -- - - -- - - - -� - -- - - -- - -- -- - -- - i I� LP = 2560.98 0 C6 � c`no > > ---- ----------- -- N --- -- --- - to jV--- - 0- u) ------- ---- -- ------ ----- - -- --- 0'). co -- - -- --- - - --- -- - O LSJ - - - w- - -- - - - - - - - � - -'� 15%�- �,,_ _._._._- -I. - -" PROPOSED GRADE P 0� a o0 II W 11 J 1 ` ..--.......- - co o N N O U W 111 ! AT CENTERLINE i -- ---- -- --- ---- - U+ LO --- - +LO - - -- -� --- -- - - - w -------------- - -- - - - -- Uw Uw 1.23/°--- - ---- ' _ _ -__ f + L0 t- w CD m _w - _I INTERSECTION u11 mco ` i r W PERUGIA STREET STA. 16+00.86 a w t -- - � �- - / EXISTING GROUND -- --- - OtQ -- -- �- - - - -- - -- - N ECHO CANYON LN STA. 11+37.56 -: - - - - - - -- - -- - - --- - - - --- - - --- - --- -- _...._ -- -- -' - - -- -- - -- -- - -- - - a `�` - / KENNEDY LATERAL BOX CULVERT ------- --------- - -------'-_- -------- --------------- SEE SHEET C$.2FOR DETAILS -- -- - ------ --------- -f 1.25/0--- ------- ---- ------- - 1-.00°!° INTERSECTION - -------- - -- -------------- ----- -- - W PERUGIA STREET STA. 13+69.98 - .- � N ENTRATA WAY STA. 13+11.08 - - -- - - - -- � - -- - -- - - - - � - - - - - - - -� -- -- - --- -- --- - -- � -- � -- - - -- - - - -- - L-104' 5=0.40% D=12" SDMHACHD2 -------- ---------_--------- -- -�--- -- - ----- - - - -- - -STA=13+06.25 - -- - - - - -- - ---- , - S M=2560.33' - - - - - - -- -- - SUMP=2555.27 INV OUT=2557.27' (W) - - - - --- - - INV IN=2557.27' (S) Cl) - - co T;_RN____ rl' O h _ - W_ f - t0 c7O_ t•. (0 N - - - C"7 D9 ('7 - (+S 00 t0 p Q7 6i O - LO _t to Ln - - c9 C0 t0 (0 �. h- - - t_ I'- - r- p - c0 c0 W 00 00 m LO (0 O (fl O O O t0 (0 (0 (0 (0 (0 (0 w (0 - (0 (0 (0 (0 (0 w (0 (0 (0 to to LO - - to Ln - LO - L0 Ln Le) - to to - LO M !0 to to Ui - LO u) Ltd L i V) m LO LO L0 N- N N - _ N N N N - N N - N N N N _ N -N N N N N -- N N - N N. - N N - N 2575 2570 2565 2560 2555 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 W PERUGIA ST STREET STA. 13+00 -10+50 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1" = 30' 1~1 AL e*0 S TEl? 7'-- 5�� (n v© F OF CA RPS "v 2 IY of w x > > F- F-- co N0 O 00 z w z w wz c~n z `l Y d Q d 0 C7� ¢0 Q= T � m w a ry = U a- U 0 a Q � U z z o O_ a z cn tY p o 0 z Lo o w Z U W F�- U n ✓6 Luz i U mz LL © _ LIM � j W ch F_ za r � w Q O 1-1 Pp >� > _j p 2 1 U) d Q DATE: March 14, 2019 PROJECT: (!? <_® SHEET: Q LIJ Q p + Z m A. o U z ♦ < Q c�s� �- C7 W M z O w Ur CO ♦ ug z J p N - � U) z m `no o a Lj II LL Cz 1-1 Pp 0 ATTENTION: 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: �0- 04 ~_ �20 ] -z cn�U- '~ STOP SIGN (R-1) AND STREET NAME SIGN (ACHD TS -1109) INSTALLED PER ACHD SD -1114. SIDEWALK PER ACHD SD -709 TYPE I CATCH BASIN PER ACHD SD -601 TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB PED RAMP PER ACHD 712G WITH TRUNCATED DOMES PER ISPWC SD -712 CURB TRANSITION PER ISPWC SD -707. SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2'TO PROVIDE A SMOOTH TRANSITION TO NEW ASPHALT. INSTALL TYPE 11 BARRICADE WITH "KICK PLATE" IN ACCORDANCE WITH ACHD SD -1 132A AND THE MUTCD. BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. INSTALL TYPE III BARRICADE PER ACHD SD -1 132B LABELED "THIS STREET TO BE EXTENDED IN THE FUTURE". BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE REDIWHITE DIAGONAL DECALS. CONCRETE PARKING, SEE DETAIL 5 SHEET C8.0 ,�v CATCH BASIN TABLE NAME STATION CURB ELEV. INV. OUT SUMP Q25 (cfs) Q100 (cfs) Cq +. co m 0 Lo - � 2570 2570 00 N it W FUTURE INTERSECTION C) CD N. MANSHIP LN STA.'12+98.07 END PHASE 1 CONSTRUCTION 0 CID 0 LO PROPOSED GRADE U) it 0 (D If (N EXISTING GROUN INTERSECTION 0� N. MANSHIP LN STA. 10+00.00 tr) W. PERUGIA ST STA. 10+57.83 2560 [L co to 2560 LID 2555 V J 2555 eq 04 N C11 C\I 13+25 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+75 NWANSH0P LKI PU ANU D PROFILE, STA. 10+VU-lu+UU VERTICAL SCALE: 1^=5' HORIZONTAL SCALE 1" = 30' N 1. CURB RETURN RADII ARE 15'T0BACK 0FCURB UNLESS OTHERWISE NOTED. 2. ALL TOP OF CURB ELEVATIONS AT OR NEAR PEDESTRIAN RAMPS ARE DEPICTING STANDARD CURB HEIGHT. CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS IN ACCORDANCE WITH ADA REQUIREMENTS. 1 ALL PEDESTRIAN RAMPS ARE PER ACHD SD -712H WITH TRUNCATED DOMES PER ISPWC SD -712 UNLESS OTHERWISE NOTED. 4. ALL ACCESSIBLE ROUTES rDMEET OREXCEED CURRENT ADA GUIDELINES. ACHDmvo ENGINEER OFRECORD MAY CHECK CROSS SLOPES AFTER CONCRETE |SPOURED. ANY SLOPES EXCEEDING ALLOWABLE MINIMUMS OR MAXIMUMS SHALL eEREMOVED AND REPLACED ATTHE EXPENSE OpTHE CONTRACTOR. CONTRACTOR SHALL VERIFY SLOPES DURING GTR|NGL|NEJFOnM|NsPROCESS. u. SIDEWALK CROSS SLOPES SHALL NOT EXCEED u.0% PER ADA REQUIREMENTS. THERE ARE NOTOLERANCES ALLOWED. 0. PRIOR TOPLACEMENT OFANY PAVEMENT MARKINGS, CONTACT *CHoINSPECTION FOR VERIFICATION OF COMPLA|NCEWITH POLICY AND EXISTING PAVEMENT MARKINGS. 7. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 8. STREET NAME SIGN (ACHoSTD. DWG Tn'11m) INSTALLED PER 4CHo8o-1114. S. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO|SPVVCSTANDARD DETA|LSD'3O1.AND ACHD SUPPLEMENT STANDARD DETAILS So'3o3AND So'806. 10. ALL EXISTING IRRIGATION DITCHES AND STRUCTURES SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TEST. 11 STORM DRAIN MANHOLES WITHIN THE RIGHT-OF-WAY TO BE PER ACHD SD -611 WITH 2 FOOT SUMP. 12. SEE SHEET C5.0 FOR PRIVATE STORM DRAINAGE SYSTEM DETAILS AND CATCH BASIN DETAILS. I O 15 Pq OO eO mk 61 O 6.1 ' N/�� �.� PVI ELEV = 2559.23 rn LP STA = 12+63,50 2570 LP 2559.45 0 LLJ in 1.0 to 00 ^°W If �A CENTERLINE 75 k�l =�_TIA� N. MANSHIP LN STA. 10+00.00 EXISTING GROUND — — — — — ---- m (D-- -Colt L 104' 55 2555 T- J_ 53 2553 co 00 m � 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+20 ��y PERUGIA ���- �� ���U�� ��������U0 �� � �� » �_0`v����U�� �� U K-K���8`�'�-�Un��� o K�^v~��-U�_�� STA. 10+0O-i3+OO VERTICAL SCALE: 1"=3' HORIZONTAL SCALE 1" = 30' � � � Cq +. co m 0 Lo - 61 O 6.1 ' N/�� �.� PVI ELEV = 2559.23 rn LP STA = 12+63,50 2570 LP 2559.45 0 LLJ in 1.0 to 00 ^°W If �A CENTERLINE 75 k�l =�_TIA� N. MANSHIP LN STA. 10+00.00 EXISTING GROUND — — — — — ---- m (D-- -Colt L 104' 55 2555 T- J_ 53 2553 co 00 m � 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+20 ��y PERUGIA ���- �� ���U�� ��������U0 �� � �� » �_0`v����U�� �� U K-K���8`�'�-�Un��� o K�^v~��-U�_�� STA. 10+0O-i3+OO VERTICAL SCALE: 1"=3' HORIZONTAL SCALE 1" = 30' � � wLu� wcoLLI � ` co <m LL m� �� � &�LLJm (L m� cc -/ _j � _- 4:Zk =D ul z 0 � III 0+ m coo � �L � t9 z < PROJECT: 170270 �m W m �� m w � � �� u/ �m ° �� ` co LL Lij 4:Zk 06 III IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 1 lxl7 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 GRASSCRETE EMERGENCY ACCESS SEE DETAIL 9 SHEET C8.0 2575 2570 2565 2560 2555 12+9013+00 STOP SIGN (R-1) AND STREET NAME SIGN (ACHD TS -1109) INSTALLED PER ACHD SD -1114. TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED / CURB 3' VALLEY GUTTER SEE DETAIL 6, SHEET C8.0 INSTALL 2 MAXIFORCE WRENCH RESETTABLE BOLLARDS. ASPHALT PARKING, SEE DETAIL 3 SHEET C8.0 )) (-0N(:RFTF TI IRNARni )NIS RF -;z nFTAII R .^,HFFT CR n Il %j I C.a7. 1. CURB RETURN RADII ARE 15' TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL TOP OF CURB ELEVATIONS AT OR NEAR PEDESTRIAN RAMPS ARE DEPICTING STANDARD CURB HEIGHT. CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS IN ACCORDANCE WITH ADA REQUIREMENTS. 3. ALL PEDESTRIAN RAMPS ARE PER ACHD SD -712H WITH TRUNCATED DOMES PER ISPWC SD -712 UNLESS OTHERWISE NOTED. 4. ALL ACCESSIBLE ROUTES TO MEET OR EXCEED CURRENT ADA GUIDELINES. ACHD AND ENGINEER OF RECORD MAY CHECK CROSS SLOPES AFTER CONCRETE IS POURED. ANY SLOPES EXCEEDING ALLOWABLE MINIMUMS OR MAXIMUMS SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY SLOPES DURING STRINGLINEIFORMING PROCESS. 5. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% PER ADA REQUIREMENTS. THERE ARE NO TOLERANCES ALLOWED: 6. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLAINCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 7. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 8. STREET NAME SIGN (ACHD STD. DWG TS -1109) INSTALLED PER ACHD SD -1114. 9. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD DETAIL SD -301, AND ACHD SUPPLEMENT STANDARD DETAILS SD -303 AND SD -806. 10. ALL EXISTING IRRIGATION DITCHES AND STRUCTURES SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TEST. 11. STORM DRAIN MANHOLES WITHIN THE RIGHT-OF-WAY TO BE PER ACHD SD -611 WITH 2 FOOT SUMP. 12. SEE SHEET C5.0 FOR PRIVATE STORM DRAINAGE SYSTEM DETAILS AND CATCH BASIN DETAILS. o co 0 TTOCC=7/1j.10` + LO 19 27' j 4 T -i iii O,l� STA 19+12 74 y; �a TRC 2570 99 �� GRASSCRETE EMERGENCY ACCESS. SEE DETAIL 9 SHEET C8.0 t�-1�14, 1t e i t t r -- ------- ----- -- --- -- ------- �--- ------ -r -- --- - -- - - 3 - In UJ� -- ------ -- --- --- — --- — -- — --- — — -------- ----- - ----- -- ---- -- — — —---------- w Lo 00-00 n z � co � O w z OS °� w Y >--LLI O w Q CL > - 06 - to ZD _ :ET Q 0 wd ❑ fL Cd <L w d ui ry, 07 ATTENTION: 1/2 Z w u LIJ W < March 14, 2019 0+ ® z ,° 0 Q (D z < o W � z v O w C7 Cf) U : z J a N N � w z o m U) z O o 2: - - PROPOSED GRADE - - - - - - - - -- - - - - - - - - -- -- - - -- - AT CENTERLINE -- -- - - OF ROADWAY - - - -� IOU0 - - - - � — 1. — — — — — — -- — -- — -- — -- ---- --- - -- --- -- — — — - -� — — T..—... N — — -�- -� -. -- - — — — — — s - N -- — -- -- -- -- — — 1111IL -- -- — -- — — — -- — --- - -- - ---- -- --- -_ - - r11 — — — _j Lu r- to d u w- /y r r W--�-� -- CD - ----------------- -- ------------�— ---� — - ---t ---- - ---- J _ - - - -- - --- ------------� 1EXISTING -- --- - --- GROUND -------------- ------------------�- ---- O o_ f 0. I------ -- ----- —--------------- -- — -- --- -- -- _ -- — U) w / '� I INTERSECTION -° ° �" 1.4 - -- -- - - -- - - W. CHAIR LIFT LN STA. 14+8129 W. ECHO CANYON LN STA. 10+00.00 ----- -- - - -- - - - - - - - -- -- - - -- -- i I - -- - - - --- --- ---------- - -- --- ------ -� ------- --- -� ------ - -- --- ----- ------ ----- ------_ ----- - - -- ---- - --- - - - - - - - --� --- ---- ----- I -- ------------- --------- - ----- ----- -----�- - -------- --- --- ------ -- -- -__-.- --� -------- ---------- ------------ ---- -- --- - ------ --- -- - - to a0 CSS N U? Lo tO N - c� Co _ t.n - (fl C7 to {q to Co N _ M Co CS) Lco J M O - tf) tp - O _ SL) T LO Cfl co U) Co - CJ (0 U) to - - Cfl IT VJ t9 Co U-) CO CO - - Co L - h- CS) Co w - P- C9 - tb r- ice- w - CO h - - Cp Co - Co 00 00 Co - t9 0) Oi C9. (D _ CD - CT h co CD C) h - I- N LO N -N to to N- - N- to to N N to to N _ N to to N N m to N- N V) to N N to to N N u) to N N to to N - N u to N N to to N N to to N- N to N 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 W CHAIR LIFT LIN' PLAINA'AND PRZORLE STA. 13+00 19+56 VERTICAL SCALE: 1 ° = 3' HORIZONTAL SCALE 1" = 30' 2575 2570 2565 2560 2555 19+50 19+80 OF G CA 9M o! N x > > F Iw- N❑ O O o z w z N I - w z z Cn 0- p a 0 (D � a 0of rY O w d C U Q U U) z z O LD � U � U I.l.i w E In UJ� W0 w U 00-00 n z � co � O w z OS °� w Y >--LLI O w Q CL > Ci_ co 06 w Cn ZD _ :ET Q 0 wd ❑ fL Cd <L w d ui ry, 07 ATTENTION: 1/2 Z w IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON LIJ W < March 14, 2019 0+ ® z ,° 0 Q (D z < o W � z v O w C7 Cf) U : z J a N N � w z o m U) z O o 2: E 00-00 CL 06 ui 0 ATTENTION: 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: m 6 w 0 Ly F- F_ C/) U) C/) w LLI w z (D z w 0 F -L LL 0 z 0 U) U) .a fr- w z W CC 0 U- 0 W a - U) 0 U) ph 1z- m m PIC LU z 0 F-1 C) CO :4 0 Z w :D cr- z U) LL 0 0 IL 0 0 w U) n m 0� z PVI STA = 10+40.00 0 F- 0 Z) 0 0 0� CL 2570 w K=23.60 uj ry W W C) z HP STA 10+60.00 LU 2565 0 HP 2563.67 LL0 INTE + W. SKI HILL LN ST� LU 0_ N MANSHIP LN STA 0 Lij 2560 Cl) I - co z - - - - - - - - - U-1 W C/) z U) 2555 5; uj r W w J Lu LLL KEYNOTES: STOP sic --;N (R-1) AND STREET NAME SIGN (ACHD TS -1109) INSTALLED PER ACHD SD -1114. 4' VALLEY GUTTER PER ACHD SD -708. SIDEWALK PER ACHD SD -709 STANDARD INLET PER ACHD SD -604A 10 TVALLEY GUTTER SEE DETAIL 8, SHEET C8.0 14 CONCRETE PARKING, SEE DETAIL 5 SHEET C8.0 15 ASPHALT PARKING, SEE DETAIL 3 SHEET C8.0 20 CONCRETE TURNAROUND. SEE DETAIL 6 SHEET C8.0. NOTES: 1, CURB RETURN RADII ARE 15' TO BACK OF CURB UNLESS OTHERWISE RIOTED_ 2. ALL TOP OF CURB ELEVATIONS AT OR NEAR PEDESTRIAN RAMPS ARE DEPICTING STANDARD CURB HEIGHT, CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS IN ACCORDANCE WITH ADA REQUIREMENTS. 3. ALL PEDESTRIAN RAMPS ARE PER ACHD SUPPLEMENTAL STANDARD DETAILS WITH TRUNCATED DOMES PER ISPWC SD -712 UNLESS OTHERWISE NOTED. 4. ALL ACCESSIBLE ROUTES TO MEET OR EXCEED CURRENT ADA GUIDELINES. ACHD AND ENGINEER OF RECORD MAY CHECK CROSS SLOPES AFTER CONCRETE IS POURED. ANY SLOPES EXCEEDING ALLOWABLE MINIMUMS OR MAXIMUMS SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY SLOPES DURING STRINGLINE/FORMING PROCESS. 5. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% PER ADA REQUIREMENTS. THERE ARE NO TOLERANCES ALLOWED. 6. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLAINCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 7. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 8. STREET NAME SIGN (ACHD STD. DWG TS -1109) INSTALLED PER ACHD SD -1114. 9. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD DETAIL SD -301, AND ACHD SUPPLEMENT STANDARD DETAILS SD -303 AND SD -806. 10, ALL EXISTING IRRIGATION DITCHES AND STRUCTURES SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TEST. 11. STORM DRAIN MANHOLES WITHIN THE RIGHT-OF-WAY TO BE PER ACHD SD -611 WITH 2 FOOT SUMP. 12. SEE SHEET C5.0 FOR PRIVATE STORM DRAINAGE SYSTEM DETAILS. Lu z 0 9+75 10+00 z LU 0 O 10+50 11+00 11+50 12+00 12+50 W Sr"(1 HILL LN PLAN AND"'PRO"'FILE STA. 10+00 - 14+31 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1 30' 13+00 13+50 14+00 2570 2565 2560 2555 14+50 M� z 11+97.18 'w i 1, 101 1 1 1 1 1 1 77"1" C=2567�65' 77711"1�11 . . . . . . . . . . ...... '77--7, 7�' 7 r7� '16 + M FRESH POWDER LN 0 Lu < w s. 14 C mW loco ;t co C%j Lp U) < Z Lu Z Lp _(6 "t If) co.5� T 7 ()q T(p LY 6 3: �6 (0 to LO C, (N C) C"! 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CO (p Cl? o W 1- (.0 (0 (0 V) L0 V) to Lo u') LO to LO U*) ATTENTION: 0 1/2 1 9+75 10+00 10+50 11+00 11 +50 12+00 12+25 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11 x17 SHEET, THEN DRAWING IS W FRESH POWDER LN PLAN AND PROFILE NOT TO SCALE DATE: March 14, 2019 STA. 10+00 - 12+14 PROJECT: 170270 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1 30' SHEET: PVI STA = 10+40.00 co Iq PVI ELEV = 2563.53 Lu z 0 9+75 10+00 z LU 0 O 10+50 11+00 11+50 12+00 12+50 W Sr"(1 HILL LN PLAN AND"'PRO"'FILE STA. 10+00 - 14+31 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1 30' 13+00 13+50 14+00 2570 2565 2560 2555 14+50 M� z 11+97.18 'w i 1, 101 1 1 1 1 1 1 77"1" C=2567�65' 77711"1�11 . . . . . . . . . . ...... '77--7, 7�' 7 r7� '16 + M FRESH POWDER LN 0 Lu < w s. 14 C mW loco ;t co C%j Lp U) < Z Lu Z Lp _(6 "t If) co.5� T 7 ()q T(p LY 6 3: �6 (0 to LO C, (N C) C"! N_- N C3 N (.0 0 0 (7) co UJ w It 11 + If Lu + > C8.0 (N z Q + 0 < 0 Q C0 + 0 c) 0� < U) 6 If U) 00 7 (L U) U) 110 v < U) < (un) �LLJ 0") < T_ CO U) n F_ < U)" U) �wCr D z 0 w w C:) W Iii ry < 0 LuC> z b_ CD 0 (y) y. < m :z (yN) 7 ca Ow LLJ (y) % (D z CD 00 w ZD co z m 0 0 Q z P00% Iu I w O + 00 CL C) C)TC) 06 LU LL 2570q Q ---<:� 'T' _- 2570 (D + 5 0� LO OD C) (0 + V) - (0 -LO !�?+ L6 11 CN '.0 CO ui LO CD (0 le r% If N - L0 11 11 cli C0 U w > U) W 0- EXISTING GROUND > _i.0011/6- 06 0C"I Lu + ('6 z LO INTERSECTION rY TI W. FRESH POWDER LN STA. 10+00.00 w w CIL "N' 2565 j I - PROPOSED GRADE Z vj j N. ECHO CANYON LN STA. 12+79.39C) C) > (D �c D AT CENTERLINE OF ROADWAY C) 0) rn + C' L6 q Zo (.0 - L6 L0SeC) 04 w < w (L CL LL w 2560 2560 z < E -L 25552 5 UJ '0 T 0) MC\! CO (p Cl? o W 1- (.0 (0 (0 V) L0 V) to Lo u') LO to LO U*) ATTENTION: 0 1/2 1 9+75 10+00 10+50 11+00 11 +50 12+00 12+25 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11 x17 SHEET, THEN DRAWING IS W FRESH POWDER LN PLAN AND PROFILE NOT TO SCALE DATE: March 14, 2019 STA. 10+00 - 12+14 PROJECT: 170270 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1 30' SHEET: PVI STA = 10+40.00 PVI ELEV = 2563.53 K=23.60 T LVC 30.97 C) HP STA 10+60.00 cli- HP 2563.67 + (0 co LO 0 O C) co - - - - - - - - -- - - - - - - - - - W LO -1-- > 5; !I CD r W II J Lu -_- -_ + Lr) C� V q M W _-_ __-�-__ O (15 (0 + m LO (0 to EXISTING GROUND F_ U) W > --a_ LU - 5; - 0-5- > --0.69%-- a_ PROPOSED GRADE AT CENTERLINE OF ROADWAY -2.00% 2.()011/0 . ......... z - - - -- - - - INTERSECTION W. SKI HILL LN STA. 14+31.03---- RSECTIO Lu W N ECHO CANYON LN STA. 13+36.14 .10+00.00 10+81.00 < D > (D - - - - - - C) m C , I I -i < w l-_ U) 5: a. a. - - - - - - - - - --------- ------- - -- - - - - - - - - - - - LoaD i_� 0-) Iq O O CO N n co Iq M I- O 1`_� Cq M Cn (0 r- IR r-: (0 co (0 CO co N (0 (0 Cl) m (.0 (.0 It (0 CO m 00 co _It L0 to (D LO (0 CO (0 to (0 (0 (D (0 (D LO 2� U) LO N N L0 V) CA (N U) LID N 04 m if) N cli LO LO C14 C11 LO LID N C\I LO Ln N. N u') m N Cq LD C14 Lu z 0 9+75 10+00 z LU 0 O 10+50 11+00 11+50 12+00 12+50 W Sr"(1 HILL LN PLAN AND"'PRO"'FILE STA. 10+00 - 14+31 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1 30' 13+00 13+50 14+00 2570 2565 2560 2555 14+50 M� z 11+97.18 'w i 1, 101 1 1 1 1 1 1 77"1" C=2567�65' 77711"1�11 . . . . . . . . . . ...... '77--7, 7�' 7 r7� '16 + M FRESH POWDER LN 0 Lu < w s. 14 C mW loco ;t co C%j Lp U) < Z Lu Z Lp _(6 "t If) co.5� T 7 ()q T(p LY 6 3: �6 (0 to LO C, (N C) C"! N_- N C3 N (.0 0 0 (7) co UJ w It 11 + If Lu + > C8.0 (N z Q + 0 < 0 Q C0 + 0 c) 0� < U) 6 If U) 00 7 (L U) U) 110 v < U) < (un) �LLJ 0") < T_ CO U) n F_ < U)" U) �wCr D z 0 w w C:) W Iii ry < 0 LuC> z b_ CD 0 (y) y. < m :z (yN) 7 ca Ow LLJ (y) % (D z CD 00 w ZD co z m 0 0 Q z P00% Iu I w O + 00 CL C) C)TC) 06 LU LL 2570q Q ---<:� 'T' _- 2570 (D + 5 0� LO OD C) (0 + V) - (0 -LO !�?+ L6 11 CN '.0 CO ui LO CD (0 le r% If N - L0 11 11 cli C0 U w > U) W 0- EXISTING GROUND > _i.0011/6- 06 0C"I Lu + ('6 z LO INTERSECTION rY TI W. FRESH POWDER LN STA. 10+00.00 w w CIL "N' 2565 j I - PROPOSED GRADE Z vj j N. ECHO CANYON LN STA. 12+79.39C) C) > (D �c D AT CENTERLINE OF ROADWAY C) 0) rn + C' L6 q Zo (.0 - L6 L0SeC) 04 w < w (L CL LL w 2560 2560 z < E -L 25552 5 UJ '0 T 0) MC\! CO (p Cl? o W 1- (.0 (0 (0 V) L0 V) to Lo u') LO to LO U*) ATTENTION: 0 1/2 1 9+75 10+00 10+50 11+00 11 +50 12+00 12+25 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11 x17 SHEET, THEN DRAWING IS W FRESH POWDER LN PLAN AND PROFILE NOT TO SCALE DATE: March 14, 2019 STA. 10+00 - 12+14 PROJECT: 170270 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1 30' SHEET: 0 r LLJ Int 0 ry 0- C) cr_ U) U) U) Of Li LLJ z Lu 0 FL LL_ 0 z 0 (1) U) 2 SITE KEY 4 0' w 0- W F- 0 uj 4 0- U) 0 + X U) z w z 0 15+ 0 U) Or_ U) ---------- 2565 O Lu z 0 0 0 z < Z z z Es - U w U- 2560 Lu U) - < I, z f4j CO w WZ :E � C:) -------------- < 10 C11-1 0� 0 ---------- 0 -- C6 -- b -- -0) > 0 00 co LO c6 Ld- PVI ELEV = 2565.31 - C� C? m Lo U) ry :D 0 :E 0 -T- C) :D < < z Cf) a- < 0 Z b CL 75 Of U) C6 < :D < 0 0 uj z F- Lu O� < 0+ 0 I c.4 (0 + LO K = 47.77 (D r.0 m C:)z 0 - 0 (D Z0 z < C\l z m co > 0 x z Lu co CO If _(f) 0 F_ U) Lu U) z N 11 LVC = 54.80 CI 11 :7 0 0 X U- C) D_ o C6 0 (L ,6 v) + PROPOSED GRADE _j_ w LP STA = 11+75.00 _j w 0 co W 2575 C0 U) w w �2 cO U-) m > Lu LP 2565.35 > ca LO U) 1- -+ U-) LO 0 Z) C11 if r) (0 to 1.()0% 0 Lu w 6 U. cr_ C) L1 2570 W EXISTING GROUND ----------V;-O0--- z Cl) CO -0) s\ LO C) 6 - it+II LU Lf) J 0- w W U) (N z _uj + C) (6 co - + z 5; > U) 2565 c+q (L�8) 0 _j < 11 1 1 4 ff 14- , I 11 _j Q0 0 Lu LL (L 0 u) LU _j_ EXISTING GROUND ry C\I_ w 0- W. CHAIR LIFT LN STA.12+17.00 0 cl� IL > W. ENTATA WAY STA. 11+79.20 (L U) W W Lli 3: 2560 F_ w -- - - - - - - - --- - - - - I-_ z -- - - -- - - 00 - - - - - - - - - 00 Lu - 00 - - - - - - - -- - - - - - - - -- -- 15 17 W(q ZD (000 ry W i� uj LO LID LO LO z LO (0 LO U) LO 00.509 LO m V) 2555 U) LO _j W C'4 L\� N N O N cl� C� ujO 13� LID to LID LO LLJ -------0.65%--"- 04 Lu 4D _D z (D INTERSECI z 7 LL! 0 FL 0.40% _j � N. ECHO C o CV \9- A KEYNOTES' (D STOP SIGN (R-1) AND STREET NAME SIGN (ACHD TS -1109) INSTALLED PER ACHD SD -1114.. SIDEWALK PER ACHD SD -709 O TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB INSTALL TYPE III BARRICADE PER ACHD SD -1132B LABELED "THIS 12 STREET TO BE EXTENDED IN THE FUTURE". BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 14 CONCRETE PARKING, SEE DETAIL 5 SHEET C8.0 15 ASPHALT PARKING, SEE DETAIL 3 SHEET C8.0 NOTES: 1. CURB RETURN RADII ARE 15" TO BACK OF CURB UNLESS OTH*RWISE NOTED. 2. ALL TOP OF CURB ELEVATIONS AT OR NEAR PEDESTRIAN RAMPS ARE DEPICTING STANDARD CURB HEIGHT. CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS IN ACCORDANCE WITH ADA REQUIREMENTS. 3. ALL PEDESTRIAN RAMPS ARE PER ACHD SD -712H WITH TRUNCATED DOMES PER ISPWC SD -712 UNLESS OTHERWISE NOTED. 4. ALL ACCESSIBLE ROUTES TO MEET OR EXCEED CURRENT ADA GUIDELINES. ACHD AND ENGINEER OF RECORD MAY CHECK CROSS SLOPES AFTER CONCRETE IS POURED. ANY SLOPES EXCEEDING ALLOWABLE MINIMUMS OR MAXIMUMS SHALL BE REMOVED AND REPLACED -AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY SLOPES DURING STRINGLINEIFORMING PROCESS. 5. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% PER ADA REQUIREMENTS. THERE ARE NO TOLERANCES ALLOWED. 6. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLAINCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 7. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 8. STREET NAME SIGN (ACHD STD. DWG TS -1109) INSTALLED PER ACHD SD -1114. 9. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD DETAIL SD -301, AND ACHD SUPPLEMENT STANDARD DETAILS SD -303 AND SD -806. 10. ALL EXISTING IRRIGATION DITCHES AND STRUCTURES SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TEST. 11. STORM DRAIN MANHOLES WITHIN THE RIGHT-OF-WAY TO BE PER ACHD SD -611 WITH 2 FOOT SUMP. 12. SEE SHEET C5.0 FOR PRIVATE STORM DRAINAGE SYSTEM DETAILS AND CATCH BASIN DETAILS. --Swiss= summommm CIO N ECHO CANYON Lih\j'PLAN AIND PROFILE STA. 10+00 - 15+25 VERTICAL SCALE: 1" 3' HORIZONTAL SCALE 1 30' 2575 2570 ION ,NYON LN STA. 10+00.00 FT LN STA. 14+81.29 2300 2560 2555 2565 2560 2555 2550 2545 Oq �t LID LO Nt 0 15 5 60 90 U) ---------- 2565 -------------------- Lu z 0 0 0 z < Z PVI STA = 11+80.00 z Es - U Wats U- 2560 Lu U) - < I, z f4j CO w WZ :E � C:) -------------- < 10 --------- 0� 0 ---------- 0 -- C6 -- b -- -0) > 0 00 co LO c6 Ld- PVI ELEV = 2565.31 - C� C? m Lo ry :D 0 :E 0 -T- C) :D < < w Cf) a- < 0 Z b CL 75 Of LL C6 < :D < 0 0 uj z Lu O� < 0+ 0 I c.4 (0 + LO K = 47.77 (D r.0 m C:)z 0 - Ilm (D Z0 z < C\l z m co > 0 x Lu co CO If _(f) uj U) Lu U) z N 11 LVC = 54.80 CI 11 :7 0 0 X C) D_ o C6 (L ,6 v) + PROPOSED GRADE _j_ w LP STA = 11+75.00 _j w Q0- co AT CENTERLINE U) w �2 cO U-) m > Lu LP 2565.35 > ca LO U) 1- -+ U-) LO C11 if (0 to 1.()0% �; "t Lo- Lu w 6 U. C) EXISTING GROUND ----------V;-O0--- Cl) CO -0) s\ LO C) 6 - it+II Lf) J 0- w U) (N _uj + C) (6 co - + 5; > U) _j < 11 - , + co Q0 u) LU _j_ EXISTING GROUND Lo If C\I_ W. CHAIR LIFT LN STA.12+17.00 IL > W. ENTATA WAY STA. 11+79.20 U) W W -- - - - - - - - --- - - - - IL -- - - -- - - 00 - - - - - - - - - 00 - - - - - - - - - 00 - - - - - - - -- - - - - - - - -- -- - - - - 17 W(q (000 W i� uj LO LID LO LO Ln LO (0 LO LO 00.509 LO m V) LID U) LO _j W C'4 L\� N N N N N -------0.65%--"- 4D _D bj w INTERSECI 7 > 0.40% _j � N. ECHO C o 2.,s - < D > W. CHAIR L PROPOSED GRADE INTERSECTION AT CENTERLINE OF ROADWAY N. ECHO CANYON LN STA. 12+79.39 >_ ly- W W W. FRESH POWDER LN STA. 10+00.00 LO LO Lq > C) (0 - - - - - --- - - - - - - -- - - - - - - - - - ;t Ln - - - - _---------_--.----.-pp ;t Lo(D Q, 0" INTERSECTION C"I L W. ECHO CANYON LN STA.13+36.14- w < w_ -C:) to ct\) it W. SKI HILL LN STA. 14+31.03 Cn 5; f-_ U) 5; IL _j CL INTERSECTION N. ECHO CANYON LN STA. 11+37.56 W. PERUGIA ST STA. 16+00.86 (0 Lo co (0 uo C� Lq O) r- (0 co �0 CID (0 U) LO U) LO L,) LO m (0 LO CID Ir (D (D CID (0 (0 w (0 (0 (0 (0 (0 (0 0 (0 (0 CID (0 (0 (0 LO U) to In LO LID LO LO U) Lr) Lr) m m Lr) m 0 11) ED LO LID C'4 �L� CN N �L� (N C'i N !�� Cq (N N 04 N C\I N ECHO CANYON Lih\j'PLAN AIND PROFILE STA. 10+00 - 15+25 VERTICAL SCALE: 1" 3' HORIZONTAL SCALE 1 30' 2575 2570 ION ,NYON LN STA. 10+00.00 FT LN STA. 14+81.29 2300 2560 2555 2565 2560 2555 2550 2545 Oq �t LID LO Nt 0 15 5 60 90 9+75 10+00 10+50 11+00 11+50 W CHAIR LIFT LA'IkNJ'E PLAN AND PROFILE STA. 10+00 - 12+17 VERTICAL SCALE: I" = 3' HORIZONTAL SCALE 1 30' U) z z 0 LD P w ry Lqry U) z 2565 Lu z 0 0 0 z < Z ww z Es - U Wats U- 2560 Lu U) - < I, z f4j CO w WZ :E � C:) -------------- < 10 --------- 0� 0 ---------- 0 -- C6 -- b -- -0) > 0 00 vi U) ry :D 0 :E 0 -T- C) :D < < w Cf) a- < 0 Z b CL 75 Of LL C6 < :D < 0 0 uj z Lu O� < 0+ 0 I uj z C:)z 0 - Ilm (D Z0 z < C\l z m co > 0 x Lu co CO If _(f) uj U) Lu U) z 0 00 :7 0 0 X C) D_ o C6 (L PROPOSED GRADE AT CENTERLINE U) w 1.()0% Lu w ----------V;-O0--- Cl) CO -0) s\ 6 - it+II Lf) J 0- w _uj > EXISTING GROUND INTERSECTION W. CHAIR LIFT LN STA.12+17.00 W. ENTATA WAY STA. 11+79.20 -- - - - - - - - --- - - - - - - - - - - - - -- - - -- - - 00 - - - - - - - - - 00 - - - - - - - - - 00 - - - - - - - -- - - - - - - - -- -- - - - - 17 W(q (000 LO LID LO LO Ln LO (0 LO LO LD LO m V) LID U) LO C'4 L\� N N N N N 9+75 10+00 10+50 11+00 11+50 W CHAIR LIFT LA'IkNJ'E PLAN AND PROFILE STA. 10+00 - 12+17 VERTICAL SCALE: I" = 3' HORIZONTAL SCALE 1 30' U) z z 0 LD P w ry Lqry U) z 2565 Lu z 0 0 0 z < Z ww z U Wats U- 2560 Lu U) - < I, z f4j CO w WZ :E � C:) j� 00 < 10 0 0� 0 (0 w ce) 0 0 Ill 0- z > 0 00 vi U) ry :D 0 :E 0 -T- C) :D < < w Cf) a- < 0 Z b CL 75 Of LL C6 < :D < 0 0 uj z Lu O� < 0+ 0 I uj z C:)z 0 - Ilm (D Z0 z < C\l z m co > 0 x Lu co CO 0 w U) U) z 0 00 :7 0 0 X C) D_ 0 1/2 1 12+00 12+25 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11 xl 7 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: z 2565 0 UL Z z U U- 2560 06 Z z _j z < Lu 0 0� 0 >_ z 2555 vi 0 C) :D C) LJJ FAOOO Z U) LL I LLJ 2550 z _j 0 E 0 L.L o,5 Z z 2545 w ATTENTION. 0 1/2 1 12+00 12+25 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11 xl 7 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: 10' 10' PUDI EASEMENT 44, PUDI EASEMENTptNAL Fye 3' I""`--3' CITY OF MERIDIAN EASEMENT 3' ""1 3' 8„ �y 4� G1 S T£ Z'ytr 19' 26' 19'. PATIO x`99. - ,'p Y TROWEL b �' TO FACE OF GARAGE TO BACK OF CURB TO FACE OF GARAGE v> a . DRIVEWAY MARGIN 15' ROOF DRAIN DRIVEWAY 2% 3 „ 6" STEP FROM FF TO PATIO f" (SLOPE VARIES) 2% (SLOPE VARIES) (I YP) s -- OAGGR NCREE ATE 2-1/2" PLANT MIX ASPHALT PAVEMENT 1t2" ROOT h r, c• CA Rp��� 4" OF 3/4" CRUSHED GRAVEL AB \lf\\/.� -• ; - .� PROTECTION_ `, t - - ' FF = 100' 3" ROLLED CURB <� -0 " . . 9" OF 6" MINUS PITRUN SUBBASE � �, 4 - CONCRE ^ CONCRETE° r 45 W v D' n � ETrY Q Z Z TYPICAL PRIVATE ROADWAY 1 :..:: u, N o w > C8.0 " SOIL SOIL SOIL 3 "= CAP & MARK F <C U a w N cn z w SCALE: NTS :.:. . ; =' OR � ¢ ¢ < s AR ° FUTURE EXTENSION 0 uJ = BY PLUMBING n a 0 -' < CONTRACTOR (TYP) CONSULT THE TECHNICAL BULLETIN FOR STANDARD EDGE DETAIL EXPANSION JOINT AT MAX. 50 FT. o ' ' ; ` 4 b H INFORMATION ON REQUIRED CENTERS TO BE BITUMEN 10' PUDI EASEMENT 5' .. Pa ` 5' v; 0 4 REINFORCEMENT. -n, , v °.. P 19' MIN. DRIVEWAY Ga IMPREGNATED FIBER BOARD JOINT TRENCH TO BE 11' (TYP). ,4 . , : ' (FACE OF STRUCTURE RIGHT-OF-WAY 50 k INSTALLED BEHIND n 9' 4 (T� P}=.: 9 K U ) TO BAC OFC RB v 1" CLEAN ASTM G-33 SAND WATER METERS 77-4. —Q BACK OF CURB36' 5' 2'S'2 P 3 „ v 2 e — a s 2" 6" MIN GRANULAR SUB -BASE /a i411N. 2' ROLLED 2 SWLK TO BACK OF CURB 1.75% SWLK )[= }:� i jcCi( JC=7e Ji?C)!;t7c � i \ ,/ \f , \= \- ,/ , \� ^ ri`1 `r DIA. AGGREGATE r' r` r., r, r r \C.J°r CURB/GUTTER3,, , f ../��}A�._./, !� ./j� ../?ti•—/� '`a `s ,-'t. q ,a�.-�r.. %�' �. w � s% `�� ..�`/ r%f % �D, /\_/ tx"r1 ., r< �,. g Xp OAD CLgig= ��" � e,; �i wLANDSCAPINGa ,�.����'r:<� ��„..;>_..-'-. (`-. l`--.+ ! �� { �{--l—l_d 5a���.�s�r)& .:sx�ss3� � aid'^ � >a '��` S � � C/) Z o ri a1 ..�''- is.:� 7%,;m Circ)i`:J\ \ \ - ���•'t—� /\�) 4�)4_..l \ .. ..) .,�s _ ,.9. , .Ex;. �! i� Y JIZ lL''ef��i:;iE 14£a`..-C,C} -St,"tv •e t_' `'�//i \/ /\\ \/\\/\\/\\/\\\\/� /'1:=.✓” F-✓'\`..'_:%'�\r'--:'/'1:%:-:%'\�. e' '=.'-=,' �r:'l'-`\r--;fit.,. /' �.:�:.�, .s.^ .,...,s;.:„__.:-.:.,...«art_�x.,.�.:$a,-.z;�t;;..�`z�i.,'n.�!��<'�a�,`�:E�..,>.g SEE ACRD SD -709 / -1/%/i✓/ /il/ `J 1 t SEE ACRD SD -709 �'' /�' _/ r !rte-�yR-�C- i - a �— - 2-1t2” PLANT MIX ASPHALT PAVEMENT 3" ROLLED CURB u�J 4" OF 3/4" CRUSHED GRAVEL AB Q 9" OF 6" MINUS PITRUN SUBBASE TYPICAL PUBLIC ROADVilAY 2 CROs SECTION OF BASE 3 -STORY REAR LOADED(* SCALE: NTS CII.O SCALE: NTS GRASSCRETE FOR EMERGENCY ACCESS ROADS 9 SYSTANIABLE PAVING SYSTEMS, LLC. (SHOWN) OR APPROVED EQUAL SCALE: NTS C8.0 4" WHITE STRIPING ----------18 0 z ASPHALT SECTION PER PRIVATE DRIVE DETAIL 1 THIS SHEET 3" ROLLED _ CURB Rt",` m G e^ a r , .< 6" VERTICAL CURB / +� W O WITH NO GUTTER // - m z U %f y TRANSITION FROM 6" j u - v ° ° ° ° J W ° ° VERTICAL CURB TO 3" CURB & GUTTER 10' MINIMUM / PROPOSED ° ° n - z ofW / BUIDING ° ° �/ ° l< z W_ Z{' / FINISH FLOOR I :.PATIO = 99.5' > IJ.J CO O w 0 3" ROLLED CURB 6 TYP f SEE PLAN ,---1:. ti a .:.: a aq. 9 SEE WA SECTIONZ > O CO W ) 5% MIN. — ,... o TYPICAL LLS CTI - ° � � Q Q Vv\v�w�Vvv�Vvv%�yvw/\ 22 ' :..: : - -. a 12' to p < o rG // // /// // // // 6" STEP FROM FF TO PATl4 ROOF DRAIN (TYP) DUMPSTER DUMPSTER (TRASH OR RECYCLING) (TRASH OR RECYCLING) W SFFO FTA IE7 THI TSHFFT a W m o G Z FF = 100' ° (D Z < >- o TYPICAL ASPHALT PARKING 3 0 ° x1 ` ° W M CV 0 w \ rr O w CD cO SCALE: NTS C8.0 n 7 41' 4 4,° ° , o GATE MUST OPEN AT LEAST z o t j it C8.0 ° - - �. i q- ° - ° 120 DEGREES, AND HAVE A MECHANISM J uj O SCALE: NTS ° �a ° �\� TO OLD THEM IN THE OPEN z m CAP & MARK FOR FUTURE °° ° ' ° �I°' POSITION (CANE BOLD OR SIMILAR) z 0 EXTENSION BY PLUMBING AMETCO STEEL HINGE, °a A p = CONTRACTOR (TYP) HEAVY DUTY A4 44 ° ° �° o �t a 10' PUDI EASEMENT . tN 5.. '° .5- (TYP) . ° q a 19' Pn W. DRIVEWAY ° , ° ° A ELECTRO FORGED A .4 ° p FACE OF STRUCTURE JOINT TRENCH TO BE a ( STEEL FENCING. ° INSTALLED BEHIND -�_ 4' (TYP}' , t TO BACK OF CURB) ° 1 Y4. WATER METERS v - n. . - AMETCO GALVANIZED STEEL ° REINFORCED C3 8' (T P) PRECAST CONCRETE CURB STOP OR SHADOW 100 DESIGN -HORIZONTAL ° a NO PARKING SIGN 9 vv a a CONCRETE, WITH AN ° a APPROVED EQUAL BACK OF CURB ° to MUTCD R8 -3a Y APRON. SIZED TO FIT THE 2' ROLLED CURB/GUTTE _ 2' :: A t s,,, ,.. ENCLOSURE. SEE ,. ,, t n ; . xtr c + :x .,,. 1 3 X FORMED MAIN BAR, ° ,,., ..r ,* Jz<>• \ s ,. D., ?,a TYPICAL WALL SECTION. G7 A. ° =PRFECAS; VAR,11�>~., `: �.,<�.��� s`� -.,.'t �€^� �'��,s�w-�`�. „��e�"tr� ;,„� ..��°�i�>2�,s� P a d � sar„�i;':;,�.`�.,�i Q" 7. - Z °�_.�..� r,>r � �^ � � � � � a� �,� �� ,�� _< CROSS BAR FORMIING A 1 X 5 • 'MESH. ° ..-r;.........,..,..::...o..,*N_Q .. ., €: a , n ,,: a ; ,( .. r ,, GALVANIZED TO ASTM 123 AND POWDER , a " CONCRETE CURB STOPSn ,.`R. nb ff a ,, _ a 12 THICKENED SLAB o _.:�� ROAD CL z ° ° ° �M& POLYESTER COATED TO MATCH BUILDINGS. n OR APPROVED EQUAL, _ �- 4 WHITE STRIPING _ m EDGE AT FRONT - " '� - > - .,3 #s �v-'e..a26' x"'�' .' t:'?>s ",-',',.2 a °• '. a '-'± ::..,u+"^;.a''"t cafih•'ri 'k-,„`T>.y.;. "'t,,;.,<+, - - , ,fir ,.{ v , D 18' M1N.. D - , • . �.. .-. n D - - ;- ss ss ,.. .:s .�cz,... .. x,.;.; 3r s SS.:., m - - - � D 9' - o- - D �s �^h� � y'�` ��� ``��"s4.,a•.,2 .�.a�:.t:� .M. t.>a .:Y s �, is e�� - - - - i�}�5 v i0 ° p c'� T 19 19'MIN. ° � �`�`f�f�:� ,ter .-«s��;�p(•.3���'�'a;rr�`-'���",.�?��`�r�.����','`,..���`$`�r.- D 3" ROLLED CURB a TRANSITION FROM , ° 5 ° 2/3 STORY REAR Ltd', -DED UNIT 1a CONTINUED, NO BREAKS 3" ROLLED CURB TO ° , , D " - .` � ALE. NT ... 3 ER SC g C8.0 v ° 3'VALLEY GUTTERuj TRASH ENCLOSURE rn SCALE: NTS C8A 0' GUTTER 3' VALLEY .GUTTER TYPICAL CONCRETE PARKING 55: TYPICAL CONCRETE TURNAROUNDr6 o ° - -- i CONC. CAP SLOPED C8 0 G8.o i .__._ a ' PATIO = 99.5' ... < .. 4 a TO DRAIN SCALE: NTS SCALE: NTS : 'I NOTE: DIMENSIONS VARY, SEE PLAN. 0 20 ° <' ° 6" STEP FROM FF TO PATIO ROOF DRAIN (TYP) #5 BARS VERTICAL 24" O.C. CENTERED FF=100' 8"X8"X16„ SPLIT -FACE CMU- TAN COLOR TO MATCH BUILDING, SOLID GROUTED. PROVIDE SMOOTH FACE 40 BLOCK AT INTERIOR SIDE OF ENCLOSURE CAP & MARK FOR FUTURE EXTENSION BY PLUMBING 95 BARS HORIZONTAL 48" O.C. CONTRACTOR (TYP) 6.0' AND TO TOP AND BOTTOM 1.50'1.50'1 1 vVL1c {v/{J>c {j/s�r{J/Jvc�t�(y}�cst 8" CONCRETE o mss. _x A' p 5, b - )C % 1 /C j "l }i` 1 �ni 10' PUDI EASEMENT 19' MTPJ. DRIVEWAY -i //-1 i�-'` /� , /- , b , p pa " 18' TYP FINISH GRADE WHERE \% �% \f /\yr\' � � • �� �\ �\ � , ( ) (FACE OF STRUCTURE _____ occuRs MIN T" THICK CONCRETE ° :, ° 4' (TYP) c p TO BACK OF CURB) w a a p p" ° pc SEE CONCRETE SECTION STANDARD REBAR HOOK, DETAIL 7 THIS SHEET 2' ROLLED p. ° BACK OF CURB ALTERNATE DIRECTION »--n ` yv TER REC lON 6" OF 3/4" CRUSHED GRAVEL AB J C7� n cw ✓ ti pvvi�.t� Cjc7Jfj> 6 - CURB/GUTTER QD cj C5 C. (`._ ,-tel _ _ r v's:^ z' �" uv�"'` v c._.'?r +t x.,r «' k ",'.sz•-k .; R.,.'� Cb ^-k ,. 'z, ,', €' "A`^'..,°".",5:: a fa W 2,' - - 11" MINUS PITRUN SUBBASE .��'�7�� ��� c� � <•� -,�s�� "a� �.�,�.x-.,- "' . n� a s� ��ryLF � a��-�� ,� ��> '� °�M� ,��r 3" CLEAR COMPACTED SUBGRADE _,..-.,-.., ,-.-_i": �>•� �7 ��'��y��-� .. , ...: �." � �'." -`." �* �� "�� .�" , : 's�� � � ��,, ��t:"c��„' ATTENTION: "S,;E.ar r" Y• -a. t• .,°t, .u�:7 ,'i r`'"a3n - a g s a ROAD CL 2 .#4 BARS CONT. AT 0 1l2 1 .. ., �xi �,�� �) '`� „�,��'''s��iv" "`�"'e'�z�� n.. „��,� �` �` `�c-�5i� ��,�T�� t .°e��' .�� ( ) NOTES. 6 OF 3/4 MINUS CRUSHED 26 - —c-12 r, 2.0' -� �'. rs ,)T" FOOTING 1. CONCRETE SHALL MEET THE SPECIFICATIONS OF AGGREGATE BASE MINIMUM. f,rkega 6 mall, �:,.s �TM r .n _:-r�,� ..;,:SSy..k:''*fi' prk)a"..-'. »aa. - a`fi��� ,K+.�s �� � ���",�� ,a�?�.��a.,,��,$s�, �� a,.�`'�+1k �:+.�: `sem �s�":�� rt�����,,�"� r � IF THIS BAR DOES NOT MEASURE THE PROJECT GEOTECHNICAL REPORT AND THE ss ss. s5 s ss ss ss r N NOTES: 9 s /f IN �s e F,E,? x$ iiaa E§ 3: 1 ON 22x34 SHEET o 1l2 O {SPWC. P � < h :PRIVA' &`` T E�T � ` � � r > � 11x17 SHEET THEN DRAWING IS 1 ASPHALT PARKING VALLEY GUTTER. x . r �. >. ,� .. z. # x e ,., •,-{ x . CONCRETE t T 2. MODIFIED FROM (SPWC SD -708. NOT TO SCALE CONCRE 9 E PAVEMEN i 7 DATE: March 17, 2019 � TRASH ENCLOSURE- TYPICAL WALL SECTION 14 SCALE: NTS C8.0 T VALLEY GUTTER �-y C8.0 PROJECT: 170270 SCALE: NTS CB.o FRONT LOADED UNIT 11 SCALE: NTS SHEET: SCALE: NTS C8.0 C, LL,a 12" PERFORATED HDPE OR AL f�yG Cil PVC ASTM D 3034 PIPE. � EL. RM �� eq 18" MIN CAP END 18" MINIn yJ : V �4_6a 12iN: f %C- - D= FLOW \ EL. IN *(B) OUTLET SEASONAL HIGH 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 O O�� 1'<< c STORAGE VOL 0z c - 7 ELEVATION . CA Rp�� F- (IN/HR) 2558.53 (W) (12") EL. 11" FLOW 38'x67'x3.8' D SLOPE = 0.4°j° 12" , 2552.00 AASHTO M288 CLASS 11 NON -WOVEN ] < - 7A 4C_ 7 t._ �o C7 07X, 4,050 CF 2558.13 (W) (6") (OUTLET CHAMBER) T _ Gv - G-._.- G...� G o �, \s✓.G_..� }GEOTEXTILE ON TOP AND SIDES ONLY- -I I CIJC71 }J<CJ C�C�� �oZ~}C CO�f� � C7 c C'�o �}J�}c1 c� 7C� C� o�o o m w w w w. p&l)-cA GGV.YX"j C N 0 OVARIES �'VARIES "' w w �a o- jcD jc� c� o }CsC]� co jc_,jc Cc�jojojctD)�oAcG' c1�c� o c` tD) p � zv CG C' G© WwU U SAND AND GREASE TRAP � C(to nnOQ- - 2" WASHED C-� ( �\ C (PER ISPWC SD -624) J4C7c� ��(o{�oJojo �o �C7�C7C7 « �C� )oIC 7 S ?. C7 �J. i�J _ �� SEE DETAIL 4 THIS SHEET P_:� o G..�DRAIN ROCK �' %GRATED LID ! I 1�([� �1J�SEE PLANS FOR ELEVATION�(�c LANDSCAPE OR PAVEMENT LID TO BE HS -20 TRAFFIC RATED GG SLOPED TO DRAIN jC > �C) GG�Cr,.��^o{`���/,�/c--\o,��C-ry �,��,�/-�G -,_�/�� o � o_ .I.�� d �GC�iC��I 1 l� A i�� A�C 1'�)iC� /�-a )C)C ���i` 1 a" MIN 18" MIN -33 ASTM C-33 ASTM AND - - = - - - - - - - FILTER SAN - - - - FILTER SAND - - - --. - - - - - bd 3' MIN VARIES t� w EXCAVATE TO FREE DRAINING 24" MIN NYOPLAST_ DRAIN = z SEASONAL HIGH GROUNDWATER tW) RE RAI - <r SAND/GRAVEL: z VARIES, SEE TABLE BELOW - - - SEEPAGE BED CROSS SECTION n`. , BASIN" OR APPROVED EQUAL._,. _ _ - - SL - - -- - - - - - - (*STRUCTURE TO BE HS -20 � TRAFFIC RATED) a STORM DRAIN SEEPAGE BED PROFILE VIEW z p SEE PLANS FOR INLET FROM INVERT ELEVATIONSSTQRM SYSTEM U) VARIES W U w (L} NOTES: n 2' CONNECT PIPE TO DRAIN BASIN 12" SUMP 1. REFER TO "SEEPAGE BED TABLE" ON THIS SHEET FOR SIZING, DIMENSIONS, WITH INSERTA TEE FITTING, OR 12" SOLID WALL PIPE _ APPROVED EQUAL A" 3f4" CRUSHED GRAVEL EXTEND 1' INTO DRAIN ROCK. � }C�D ';j J��� t�.,� C/(J C C-��, OBSERVATION C JJ C AND DESIGN ELEVATIONS. G G G o G G o G. a G G v G c INLET FROM WELL #1 <_ ' 2. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND SHALL STORM SYSTEM � �� C-2 C_3 �� cC C7 C7 C�(�o C�C�`: C' C� VERIFY ALL MATERIALS LOCATION AND SIZE. Z, -;(:7t- G G O�C�o �J _ JJJ G Z�� M -Ti- TT �_ `� � < 3. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO �C7jC�C�)c�CC SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM OF 3'. COMPACTED (( ,n �r� / r� r o 5, i o r-�o / } r o �c i .� / G / G r so i G r o �1G i > c SUBGRATE 0 r VARIES CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF GROUND I I II O O O O O O O O O O O O O O O O O O O O O O O O O O O O O }c WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANY INFILTRATION O NOTE: tW) FACILITY.INSTALL ADS OR APPROVED EQUAL WATERTIGHT DRAINAGE lc-- ! I X I I l�.�J� /` / /� 1 COMPONENTS. INLET AND ALL FITTINGS SHALL BE INSTALLED PER THE � � I � I ���� ��� )Lw 12" PERFORATED HDPE OR PVC ASTM D 3034 PIPE �' � �C� < � MANUFACTURERS SPECIFICATIONS. 4,C' t�JC>l�� c����CC7oC7CCC G G G G G G p G 7 G_ `- G G G G G G G G ITEMS WITH ASTERISK (*} REQUIRED FOR PAVED AREAS ONLY -�- �' _y C C �C� C C t_ . C C l�C', t Lq w � SAND AND GREASE TRAP MIN} �t C�T�c7c� �C coop ��o��ojorUCJ� d w PER ISPWC SD -_624 G r��_72_r) a o G G_ o o G G G G �G G �r-�G o c -� AREA DRAIN DETAIL 1 c( �c. `_�(��- N � C�?C r c %CSC c fl.06 w w SCALE: NTS�� } O m w c �_> >c > >c� �c� >c7 c 1c> >c c�i�c� �c-� �c � c �I }cam c- Cr Q � 7 w z W Z 4 INLET FROM SEEPAGE BED PLAN VIEW � o Z o OBSERVATION STORM SYSTEM 00 � Q ¢ WELL 42 C Q C) u- uS <C ® Z:,Q cr: p- w SEEPAGE BED SIZING TABLE NUMBER SEEPAGE 13ED TOP OF ROCK BOTTOM OF ROCK SEASONAL HIGH PERC. RATE SOILS TO ENCOUNTER STORAGE VOL 0z DIMENSIONS (LxWxD) ELEVATION ELEVATION GROUND WATER (IN/HR) 2558.53 (W) (12") 2558.43 SEEPAGE BED B 38'x67'x3.8' D 2558.60 2555.00 2552.00 a POORLY GRADED 4,050 CF 2558.13 (W) (6") (OUTLET CHAMBER) CJ CO `t o• O l 2556.33 (W) (12") SAND SEE DETAIL 1 THIS SHEET FOR ADDITIONAL SEEPAGE BED DETAILS. SEEPAGE BED C 105x29 2560.25 2555.20 2552.00 8 POORLY GRADED'x5.1' 8,820 CF � U Z HAVE THE SAME SIZE AND INVERT ELEVATION AS THE INCOMING/OUTGOING PIPES. SCALE V=20' 5' WIDE SAND DRAIN AREA: [n SAND Z LU SEEPAGE BED D 30'x8'x7.5' 2564.90 2557.44 2552.00 8 POORLY GRADED 720 CF MATERIAL AND BACKFILL WITH SAND. r d 11x17 SHEET, THEN DRAWING IS U SAND AND GREASE TRAP DETAIL 3 SAND SEEPAGE BED 126'x20'x2.8' 2557.80 2555.00 2552.00 g POORLY GRADED 2,630 CF ACHD* SCALE: NTS C8.1 SCALE: NTS DATE: March 17, 2019 04 O SAND * SEE ACHD BMP 20 SEEPAGE BED DETAIL 2 SET FLUSH WITH FINISH GRADE.SCALE: NTS C8.1 UTILIZE FLAT LIDS INV. TO RIM ELEV. O PROVIDE STORAGE i rt /i /i. N° �i ri�✓if�/ WATER -TIGHT SEAL FACILITY BAFFLE B PROVIDE U - WATER 4 TYPE SEAL INLET ELEV= B VARIES 40'-59' PROVIDE ( WATER I� I j ILL] >. - TYPE SEAL VARIES VARIES 22'-34' VARIES STOR DRAIN DRAIN ELEV=A Lt- TOB=2556.6 SAND/GREASE TRAP (BOISE 20" I I ! rLL INLET5 VAULT OR APPROVED EQUAL I f I f ,� : I ' � � �� HIGHWATER ELEV.= 2555.55 y � � � INV. OUTLET TO 0 f a l - - - - - - - - - - - - -` - - - - -�Y - - - - - - WITH BAFFLES) STORAGE FACT I cn' 1 I j Y T - FACILITY I � - 6' 1.55' yy6.1 PLAN VIEW PROFILE VIEW (, i j 1 BOTTOM ELEV.=2555.0 INFILTRATION RATE= lin/hr LOW MAINTENANCE GRASS �- I Q (! vj OUTLET TO ti LOW MOW GRASS SEED OF: 100% = I I / PURDHAM `°`` n J y J SAND AND GREASE TRAP TABLE NUMBER <C INV IN o INV OUT LJJ CD D_ 1,000 GAL 0z e 2558.06 (SE) (12") 2562.87 o 1,000 GAL 2558.53 (W) (12") 2558.43 zQ (9 o 1,000 GAL W � �` v O w 2558.13 (W) (6") (OUTLET CHAMBER) CJ CO `t o• O l 2556.33 (W) (12") 2559.77 SEE DETAIL 1 THIS SHEET FOR ADDITIONAL SEEPAGE BED DETAILS. TO PURDHAM DRAIN SPUR men J 4. Y U) 12" pVC PIPE � U Z HAVE THE SAME SIZE AND INVERT ELEVATION AS THE INCOMING/OUTGOING PIPES. SCALE V=20' 5' WIDE SAND DRAIN AREA: [n IF THIS BAR DOES NOT MEASURE Z LU m Z _ - 2552.0 O ® MATERIAL AND BACKFILL WITH SAND. r d 11x17 SHEET, THEN DRAWING IS U SAND AND GREASE TRAP DETAIL 3 NOT TO SCALE * SEE ACHD BMP 20 SEEPAGE BED DETAIL 2 SET FLUSH WITH FINISH GRADE.SCALE: NTS C8.1 UTILIZE FLAT LIDS INV. TO RIM ELEV. O PROVIDE STORAGE i rt /i /i. N° �i ri�✓if�/ WATER -TIGHT SEAL FACILITY BAFFLE B PROVIDE U - WATER 4 TYPE SEAL INLET ELEV= B VARIES 40'-59' PROVIDE ( WATER I� I j ILL] >. - TYPE SEAL VARIES VARIES 22'-34' VARIES STOR DRAIN DRAIN ELEV=A Lt- TOB=2556.6 SAND/GREASE TRAP (BOISE 20" I I ! rLL INLET5 VAULT OR APPROVED EQUAL I f I f ,� : I ' � � �� HIGHWATER ELEV.= 2555.55 y � � � INV. OUTLET TO 0 f a l - - - - - - - - - - - - -` - - - - -�Y - - - - - - WITH BAFFLES) STORAGE FACT I cn' 1 I j Y T - FACILITY I � - 6' 1.55' yy6.1 PLAN VIEW PROFILE VIEW (, i j 1 BOTTOM ELEV.=2555.0 INFILTRATION RATE= lin/hr LOW MAINTENANCE GRASS �- I Q (! vj OUTLET TO ti LOW MOW GRASS SEED OF: 100% = I I / PURDHAM `°`` n J y J SAND AND GREASE TRAP TABLE NUMBER SIZE INV IN UP (*B) BAFFLE INV OUT RIM SGT -B1 1,000 GAL 2558.46 (NW) (12") 2558-36 2558.06 (SE) (12") 2562.87 SGT -C1 1,000 GAL 2558.53 (W) (12") 2558.43 2558.13 (S) (12") 2565.45 SGT -C2 1,000 GAL 2558.53 (E) (12„) 2558.53 (S) (8") 2558.43 2558.13 (N) (12") 2563.14 2558.13 (W) (6") (OUTLET CHAMBER) SGT-ACHD1 1,000 GAL 2556.73 (E) (12") 2556.63 2556.33 (W) (12") 2559.77 n / BRAIN SPUR I SHEEP FESCUE. APPLY AT 4-6 �� ' ' x l'::1 `� `` LBS/1000SF lill 1111 SWALE A SECTION A00. SCALE: NTS00-0 ��Ir a B `! ' BLL 12' CMP PIPE ( �:::::::' 5' WIDE SAND I INFILTRATION WINDOW +4T ( \ %:::: SD LOW MAINTENANCE GRASS LOW MOW GRASS SEED ±6' ±33' ±7" OF: 100% SHEEP FESCUE. INLET FROM APPLY AT 4-6 LBS/1000SF a �* e DRAINAGE TOB=2556.6 L- BASIN A .I, f , �% ~- - ✓ I IIGHWATER ELEV.= 2556.55 y = --- ------ ------ _ f _ AREA DRAIN PER W _ _ - ® _ _ _ - , y Fes17 NOTES: o DETAIL 1 THIS ��-�" V 0.4% 1.55' Uj 1. SAND AND GREASE TRAPS SHALL BE CONSTRUCTED PER ISPWC SD -624. THP - l - W ( } \� 4 `I' `I' `I/ \I/ J' 'I' `J/ \V & `� els "L` 2. \ BOTTOM ELEV.=2555.0 W DOWN BAFFLE ELEVATION PER MANUFACTURER. 12" CMP PIPE ` - INFILTRATION RATE= lin/hr ATTENTION: 3. SEE DETAIL 1 THIS SHEET FOR ADDITIONAL SEEPAGE BED DETAILS. TO PURDHAM DRAIN SPUR 0 1/2 1 Z 4. INTERCONNECTING PIPES BETWEEN MULTIPLE SAND AND GREASE TRAPS IN SERIES SHALL SWALE A PLAN VIEW(" 12" pVC PIPE U HAVE THE SAME SIZE AND INVERT ELEVATION AS THE INCOMING/OUTGOING PIPES. SCALE V=20' 5' WIDE SAND DRAIN AREA: © SEASONAL HIGH GROUND WATER l J IF THIS BAR DOES NOT MEASURE Z LU EXCAVATE TO FREE DRAINING _ - 2552.0 1" ON 22x34 SHEET or 1/2" ON MATERIAL AND BACKFILL WITH SAND. 11x17 SHEET, THEN DRAWING IS SAND AND GREASE TRAP DETAIL 3 NOT TO SCALE SWALE A SECTION B r SCALE: NTS C8.1 SCALE: NTS DATE: March 17, 2019 04 O DRAINAGE SWALE A PLAN 4 PROJECT: 170270 C8.1 SHEET: "✓ SCALE: VARIES NOTES 1. BOX CULVERT, WING WALLS, APRONS, AND CUT OFF WALLS SHALL BE CONSTRUCTED PER ACHD POLICY MANUAL 3004.2 AND THE MOST CURRENT EDITION OF THE ISPWC. 2. DETAILED STRUCTURAL SHOP DRAWINGS TO BE PROVIDED BY PRECAST SUPPLIER. 2. T'I PI _ — — — — - �� # ,<5 r _ N Z – W, a co t¢ WING WALLS TO 33.5 LF RA n EXTEND 2' PAST HIGH -PER ACHD WATER MARK (TYP) I .- "SD -2040M U TOB �' -- TO J — KENNEDY LATERAL 4 30i 10i Z_--- --------- W. — rix W B _ TOB Y —133 _ _ r U __ _._. —— ------ _ X— 51 — X X X ".n �wC a w A. IR Ib f ENTRATA FARMS SUB >r` a� m PI - - s �a � ✓r # � .�' �%�-� =.t�1y'S�".�`� I:�t�� $3t � �, S` ys;7�, k'z�ae�.X'rt^"'}xt:9-szx. 4' ^r,;s SsSb \� "�,tt'>`• ��� +s -->" w��,', �r ka�-r e.�' s4'�, >ri� `° *� •a a J � ~a, '"I,� �+ �x�,'rry �„ ra xik""w 94 ^r � �, f,�' �,.��,.= 't'`zk kr ��t�i�3ar'33 �{ �' -t• �z�k� k#� �" `t`z�� r'`� T: ,�� THREE 4" &TWO 6" CONDUITS TO BE RUN .ABOVE CULVERT - ,jmmt �`.`: , r c�'x` xe '''f s ;" � w.�**u' r4, ` s#»m. 5 ____. TUI kn f a �zh fi x ,a{kms f - TOB _ _. -,--- °t,.— — - --- - ta�?i — }}- — _ --- — — --- — - M T(VV) x 5'(D) x 52*( �, ,<-^^�''.t �3sFpp:: 'x .«r,033.• °"r s*'� i.�pp,t`rx 3'wk ra9xe'Tn!`- \ �.._.._. �_�i ._ — .0 — — _— — — — „�, .M_z, r�� ,s�,�s�rx„-r _�C. ,, r�.:?�r+^ >,✓c.. a„?°���.Y "e'�a '._ ��.`4"'„._ �;�t� 9G �� 1” - _ "?A,.;d - 6 € tli' ✓F...... 'z-8 .<`Re'{:�' �"�h.. �E. ,� sv f ,3 x 1�. .r,Yx ._ -�. �. —._ ._ -- ,....< T - TOO — __-- ,.fi s :r _ r X ,.: fs ;c..�r5 ?:Tr r�'-?wr .�.. � �s`',��',. .. � x+� ,., .'�'",✓ ;r ye .� �rK 5j� 1 '.,r. �-.._:._.'� .�--: if - -_. ._._. � M ...._. IR - fi 00;0110'01e � s x' * tz a ENTRATA FARMS SUB q W PERUGIA ST —50' ROW SD -29 6EA. SWIFT LIFTS 7'-6" 8"X8" HAUNCH \4' MIN \ �\ MAX\\ �\ \ `e AVAILABLE ''NALL THICKNESS 2' MIN ,. 6,, 7", 8" & M2" \\ 8 MAX I i � f TYPICAL CONNECTION DETAIL DRNNING MAY NOT CONFORA TO THE MOST CURRENT SPECIFICATION y BOX CULVERT SMALL BOX CULVERT ILI Oldcastle Precast BOX CULVERT FILE NAhl1E: $O-29"pwjg Ncrihern calt(ornia - - REV18ED:MARCH 2016 - STORM DRAIN Madera a Morgan Hill- Pleasanton a Santa Rosa, Stockton. Tulare Phone:925-X50-6650 Fax: 925-150-6656 >r moldcastleprecast.com Copyright O 2016 TYPICAL SOX CULVERT DETAIL 2 SCALE: NTS C8.2 U) z 71 O O d (10W Q RAILING PER ACHD W IL 0 Ll.. WING WALLS, CUT OFF W 77rn E— SD -2040M (TYP) 36 U) _bob F-_ z W H o F-- APRONS IIN z 0 z Z U F -- d tY z W W t- zz z BE CAST PLACE (TYP} W O BO"6 G¢O��y �00i68�6 O N r i 4J APPROXIMATE Q 0- w L-Lj HIGH WATER O O.z c-1 — c7 L.J Z < c� (? 7- n 'I O w Ci ! CO U o s — �--_ �_ W O Z m Z o C) KENNEDY LATERAL �--- 8" AGGREGATE ANGULAR I. APPROXIMATE - RIPRAP, 18" DEEP TX5' PRECAST BOX ..� EXISTING FLOWLINE PLACED ON NON -WOVEN U INV OUT=62.02 CULVERT @ 0.3% SEE INV IN -62.18 GRADE SMOOTH GEOTEXTILE FABRIC (TYP) �_TMIN—�-8.3' DETAIL 1 THIS SHEET 52' TRANSITION TO PROPOSED FLOWLINE (TYP) < 8.3' 7' MIN KENNEDY CROSSING PLAN AND SECTION 1 ^00 SCALE: 1"=10' 2 SD -29 6EA. SWIFT LIFTS 7'-6" 8"X8" HAUNCH \4' MIN \ �\ MAX\\ �\ \ `e AVAILABLE ''NALL THICKNESS 2' MIN ,. 6,, 7", 8" & M2" \\ 8 MAX I i � f TYPICAL CONNECTION DETAIL DRNNING MAY NOT CONFORA TO THE MOST CURRENT SPECIFICATION y BOX CULVERT SMALL BOX CULVERT ILI Oldcastle Precast BOX CULVERT FILE NAhl1E: $O-29"pwjg Ncrihern calt(ornia - - REV18ED:MARCH 2016 - STORM DRAIN Madera a Morgan Hill- Pleasanton a Santa Rosa, Stockton. Tulare Phone:925-X50-6650 Fax: 925-150-6656 >r moldcastleprecast.com Copyright O 2016 TYPICAL SOX CULVERT DETAIL 2 SCALE: NTS C8.2 U) z 71 O O d (10W Q F_ IX W IL 0 Ll.. W 77rn E— o U) c D F-_ z W H o F-- U n z 0 z Z U F -- d tY z W W t- zz z o U w W O w cw'D I' C o ¢ U QI M O N r i 4J SD -29 6EA. SWIFT LIFTS 7'-6" 8"X8" HAUNCH \4' MIN \ �\ MAX\\ �\ \ `e AVAILABLE ''NALL THICKNESS 2' MIN ,. 6,, 7", 8" & M2" \\ 8 MAX I i � f TYPICAL CONNECTION DETAIL DRNNING MAY NOT CONFORA TO THE MOST CURRENT SPECIFICATION y BOX CULVERT SMALL BOX CULVERT ILI Oldcastle Precast BOX CULVERT FILE NAhl1E: $O-29"pwjg Ncrihern calt(ornia - - REV18ED:MARCH 2016 - STORM DRAIN Madera a Morgan Hill- Pleasanton a Santa Rosa, Stockton. Tulare Phone:925-X50-6650 Fax: 925-150-6656 >r moldcastleprecast.com Copyright O 2016 TYPICAL SOX CULVERT DETAIL 2 SCALE: NTS C8.2 U) z 71 O O d (10W Q SHEET: O Z LLJ O It Z j U } i— LU C? w 0- 06 c �> W z w O WZ W O i LU > co Qu W c O 00 +Y ua D z (1) D-_ UJ 00 -2i = Q Q Qa 0 d Q 0- w L-Lj m n- O O.z c-1 — c7 L.J Z < c� (? 7- n 'I O w Ci ! CO U o s J ::D C/) �_ W O Z m Z o C) O = ° ..� U < Cn ^00 U) V) U) Z 0 LD rn ^000 LL LLJ LLJ li— 0 ATTENTION: 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 112" ON 1 1x1 7 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 15, 2019 PROJECT: 170270 SHEET: mm 2570 2565 2560 2555 2550 WATER KEYNOTES: W1 SEE WATER NOTE #2 SHEET C0:1, PERTAINING TO MAINS W2 SEE WATER NOTE # 3 SHEET C0.1, PERTAINING TO SERVICES W3 2" WATER SERVICE WITH A 2" METER AND A 2" PIGTAIL PER CITY OF MERIDIAN SD W-4 8"x6" TEE (MJxFLG) OW5 6" GATE VALVE (MJxFLG) 6" WATER MAIN (LENGTH PER PLAN) FIRE HYDRANT PER CITY OF MERIDIAN SD W-8 OW6 8" TEE FITTING (2)- 8" GATE VALVE (MJxFLG) W9 2" PERMANENT BLOWOFF ASSEMBLY PER CITY OF MERIDIAN SD W-12 10 11.25° FITTING -SSMH A-215+00— - F-t-----�----i<SS(8") 9+90 10+00 10+50 11+00 11+50 12+00 12+50 13~00 13+50 14+00 14+50 SEWER PLAN AND PROFILE STA. 10+00 -14+04 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1" = 30' 2570 2565 2560 2555 2550 tl' 9 9 zlLL Ia 14 — FF=2569.40 FF=2568.90 cO REMOVE BLOWOFF AND MAKE COMPATIBLE CONNECTION TO EXISTING ----- co WATERLINE IZV i l v.....�. Q wi c; ry z z Q I � x W EXISTING 8" GATE VALVE I W i i _15 —W2 1 - 90° SSMH A-2 I I SS(8" > 1, SSMH A-1 I EX FF=2567.40 ) f , — 11+45 90 11+00 t 10+00 Lu - REMOVE SEWER CLEANOUT AND � = r MAKE COMPATIBLE CONNECTION � 0) TO EXISTING SEWER LINE l -- r uWa = i I 2570 2565 2560 2555 2570 2565 2560 2555 :TOR TO EXPOSE SEWER STUB PROJECT ENGINEER Y HORIZONTAL AND . ALIGNMENT 2550 11+40 11+00 10+50 10+00 9+75 SEWERA PLAN AND PROFILE STA. 10+00 - 11 +02 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1" = 30' 01- 40 ST�F 8 TF OF G. CAR�'`� W X >> ic- U5 n U U Zui En zU) v aU' Q U Q QWQ Q Orn W � = U p U n ❑ U -i Q N Q n TT O z1111111 W U 4 W t}- U L1 06 Z [Y LLI � z w_ z Q >< � > W W 0 Y W - Z w U U) Ly OO � ¢Q U) 0 Q n n 2 cr: <Z — , Q Q:� O W Z Z m R o ® Q (;0 Z Q n w M UW c7 U z J o V � ::D W C/) Z U m Z _1 w 0 -17 hp� d W U)� w�- m0 ,. -- - - - _ - rY —W - - C) - rn --�, Lo '� ..-.. W Ln Lo N r LN �" OU? ... .. it CQ CV U S fl 11.. (U Z Z o (V 1 --or in to N QQ> - - - _ NcowO(bNN � t- U)CQ ULrzz ZJ O+ to II 11 :D - --'- --- — ._....._._ o - > > > W U - - - to trNi PROPOSED GRADE AT C4 ton N cl) (h N Ln Ln II - '� - PIPE CENTERLINE - - EXISTING GROUND + Co N nl N z z pr- _ >> >- W r U1U)LYZZ Z W e m C6 �to V-__- —_ -_. __ - -- .___ _. __ _ ___- ___- ___ _— _. — _ N - - -- -- - - - Lin it + mto OD _ c6 PROPOSED GRADE AT Ln iy -- to - PIPE CENTERLINE _ ... __ - -- - - Q N z O - - - -- -- - - - - - _- - -- - - - -- -- --- - -- -- - -- -- -- -- -- --- -- - - -- --- -- D_$.. -- _ {�) -- - -, ---- + Co to 11 U H : > > Z Z C N Z o cn cn � _ : m ~ > >U) 12" STORM - co? , D=8„tW) - 3” PRESSURE f IRRIGATION CROSSING -- - - -- - — -- -� "� -- — - — - - — -- -- - - - - -- — - -- — - - - -- _ _. - - - - ---- --- - -- -- - - - - — -- -- - - -- -- - - -- - - - D=$„ {) S 0.60%- D L=107' 5=0.40% D=g„ -- --- ---- --- ---- - — - - - L=149' S-0 40% D 8" - — _ - - -- - -- — - - -- -- — - - -- -- — _ - L 84' S-040%_ _ - D 8" -- C9 O � - C7 - - N c� O - 0) M CD O d' C9 r : d' - - O 07 C? '�3' to N (7 I� - 1�- Ln - - O CJ N N -' h to N o) - -�� GD (�7 co ttoo- to Lo CD Ln 00 Ln Lo - - (o (o - (o [ CU 't W N (D - to M Co - - - Co Co -T (D CD (D �t (o - (o (o Lo - CD (Dttoo (oLn in"RN' Lo - Ln N to - N Lo N Lo N Ln- - N Ln N. Ln - N V) N to N Ln N to N Ln N Ln - N V) N IS) N Lo N Lo - N Lo N - LoN N 9+90 10+00 10+50 11+00 11+50 12+00 12+50 13~00 13+50 14+00 14+50 SEWER PLAN AND PROFILE STA. 10+00 -14+04 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1" = 30' 2570 2565 2560 2555 2550 tl' 9 9 zlLL Ia 14 — FF=2569.40 FF=2568.90 cO REMOVE BLOWOFF AND MAKE COMPATIBLE CONNECTION TO EXISTING ----- co WATERLINE IZV i l v.....�. Q wi c; ry z z Q I � x W EXISTING 8" GATE VALVE I W i i _15 —W2 1 - 90° SSMH A-2 I I SS(8" > 1, SSMH A-1 I EX FF=2567.40 ) f , — 11+45 90 11+00 t 10+00 Lu - REMOVE SEWER CLEANOUT AND � = r MAKE COMPATIBLE CONNECTION � 0) TO EXISTING SEWER LINE l -- r uWa = i I 2570 2565 2560 2555 2570 2565 2560 2555 :TOR TO EXPOSE SEWER STUB PROJECT ENGINEER Y HORIZONTAL AND . ALIGNMENT 2550 11+40 11+00 10+50 10+00 9+75 SEWERA PLAN AND PROFILE STA. 10+00 - 11 +02 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1" = 30' 01- 40 ST�F 8 TF OF G. CAR�'`� W X >> ic- U5 n U U Zui En zU) v aU' Q U Q QWQ Q Orn W � = U p U n ❑ U -i Q N Q n TT E� O z1111111 W U 4 W t}- U L1 06 Z [Y LLI � z w_ z Q >< � > W W 0 Y W Z ry co U) Ly OO � ¢Q U) 0 Q n n 2 cr: <Z — , Q Q:� O W Z Z m R o ® Q (;0 Z Q n w M UW c7 U z J o V � ::D W C/) Z U m Z d 0 E� WATER KEYNOTES: SEE WATER NOTE #2 SHEET C0.1, PERTAINING TO MAINS S S -E WATER NOTE # 3 SHEET COA, PERTAINING TO SERVICES 2" WATER SERVICE WITH A 2" METER AND A 2" PIGTAIL PER CITY OF MERIDIAN SD W-4 45' FITTING 8" TEE FITTING (2)- 8" GATE VALVE (MJxFLG) 8"x6" ELBOW ( MJxFLG) O6" GATE VALVE (MJxFLG) 6" WATER MAIN (LENGTH PER PLAN) FIRE HYDRANT PER CITY OF MERIDIAN SID W-8 SEWER KEYNOTES: 4" SINGLE SEWER SERVICE PER ISPWC SD -511" MINIMUM 5' SEPARATION BETWEEN SEWER SERVICES. `MUM 2575 2570 2565 2560 2555 2550 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+80 "EWER B PLA" " "D r"O FI L E 1 \4 /A 1 \4 r m STA. 14+00 - 18+77 VERTICAL SCALE: 1" = 31 HORIZONTAL SCALE V = 30' to SD I y —14+41- $r 568.1 0 SSMH D-2 8 FF=2 I (D 7 C> 0 0 1-: Cl? 1+ 17 Z:� CCIO, 00 0 z 0 "1 In 11)" cc", Cu" 2: 0 111111 m LIL I]. 'IV) u z W2 k--� LLJ 0 z ' W3 W3 W2 W2 uj WO W(8 10 +00 ww W1 rktZSH POWDER LN 11+00 11+61 < SSMH D-1 W2 SSMH, C-1 cb q 44W3 0 b l" ! W3 ®'o v• } 0 (d LO iv LO CO M + LL N u- N I If. It. 0 > If it 0> < z U) F M 0 2575 2570 2565 2560 2555 2550 9+75 10+00 10+50 11+00 11+50 SEWER C PLAN AND"' Pm"OFILE STA. 10+00 - 11 +59 VERTICAL SCALE: 1" = T HORIZONTAL SCALE 1" = 30' — :'l I - - -1l I --------------------- U2 -- " 2575 2570 2565 2560 2555 2550 12+00 0 A L OF CAV w of re' N w Lu w w uj > > r�- 0 F- 0 0 0 z z w w C\I z w F- w w 0 0 12� ry Z5 < W < C < 0 w Q� a: C) EL rn n w CIO 57 a LL 0 2575 13+80 14+00 z L u z 0 uj 0 w LL 0 W U) 0') uj C) o C) 0 < c1q wuj z (D ro ui w z 0 00 z 1-1 0 CD w t;') 0 l.- W 0 z' => 0 C) n 13� 1 z EO 0 0 U) _j ft < 0 U) C) < W U) r) 0- W cli < C) -- 0� 2 :) < Q!! 0 w z W ry < 0+ 0 u') C� 0 ATTENTION: 1/2 Q z < IF THIS BAR DOES NOT MEASURE T' ON 22x34 SHEET or 1/2" ON 0Z 71' Q>- March 14, 2019 0 w N Z CY) C9. -.A1 0 w CO co 00 U C) w U) C'j Lo (.0 C'4 CO z co C) 0 0 CL 0 LO 11 co r1- N 1-- u-:2 w 0i I - I --- - - - -- . I - . 11 1 - I � -- I � � I I — 1. - - - -1 1 — - � T- 1 LO 11 =) z 0 0 Z I'- w U) U) > > U) z w 0 < W W 2570 -w— CL x � 3: U) PROPOSED GRADE — U) U) to a §� in S -- ;-- AT PIPE CENTERLINE — — rv, 12� Z op LCQ / U) U) z �: 4) ss �-�-C) l - 0 + + LO It l_n Ln L0 It NZz._... -� U) 11 it Z) 0 C\1 N LID cm) — — r > > > Q C"I cO -T to Ln it + + tD N l E•-• V) P P U) U) o� Z Z Z EXISTING GROUND 1 D—T-A-[I - — — — — — C') C) — — III �:z 0 ---- < 2 0 U) F- > > > in U) iy- z 2565 w (\N) z < uj W w z 0 W 2560 LL 0 ry IL 2555 O r. ---- - --- - ----- z W Lu ::D L=84 8=0.40% U) 9 y z 2550 ' M 'r iz:' CO to N 0S F CO m (9 co M (q m 1`-• O) -II: � OR qY toO) < U)(0 (Q 'IT (v (0 (0 � (0 (0 (0 ED to (0 CO (0 (0 (0 r- Q0 t- (10 [,- (0 co Q0 co C.0 0) (v Go (0 0) (0 0) (Q C) n 0) (0 x 0 of InLO N. to N N L0 N to (N LO Of U) C\I Lo N m N LID N LO NN LO LO to N to N L0 N 1.0 N V) C\I to N LO N LO N LO C\j o w III 2575 2570 2565 2560 2555 2550 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+80 "EWER B PLA" " "D r"O FI L E 1 \4 /A 1 \4 r m STA. 14+00 - 18+77 VERTICAL SCALE: 1" = 31 HORIZONTAL SCALE V = 30' to SD I y —14+41- $r 568.1 0 SSMH D-2 8 FF=2 I (D 7 C> 0 0 1-: Cl? 1+ 17 Z:� CCIO, 00 0 z 0 "1 In 11)" cc", Cu" 2: 0 111111 m LIL I]. 'IV) u z W2 k--� LLJ 0 z ' W3 W3 W2 W2 uj WO W(8 10 +00 ww W1 rktZSH POWDER LN 11+00 11+61 < SSMH D-1 W2 SSMH, C-1 cb q 44W3 0 b l" ! W3 ®'o v• } 0 (d LO iv LO CO M + LL N u- N I If. It. 0 > If it 0> < z U) F M 0 2575 2570 2565 2560 2555 2550 9+75 10+00 10+50 11+00 11+50 SEWER C PLAN AND"' Pm"OFILE STA. 10+00 - 11 +59 VERTICAL SCALE: 1" = T HORIZONTAL SCALE 1" = 30' — :'l I - - -1l I --------------------- U2 -- " 2575 2570 2565 2560 2555 2550 12+00 0 A L OF CAV w of re' N w Lu w w uj > > r�- 0 F- 0 0 0 z z w w C\I z w F- w w 0 0 12� ry Z5 < W < C < 0 w Q� a: C) EL rn n w CIO 57 a z 13+80 14+00 z L u z 0 uj 0 w LL 0 W U) 0') uj C) o C) 0 < c1q wuj Z< 2575 2570 2565 2560 2555 2550 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+80 "EWER B PLA" " "D r"O FI L E 1 \4 /A 1 \4 r m STA. 14+00 - 18+77 VERTICAL SCALE: 1" = 31 HORIZONTAL SCALE V = 30' to SD I y —14+41- $r 568.1 0 SSMH D-2 8 FF=2 I (D 7 C> 0 0 1-: Cl? 1+ 17 Z:� CCIO, 00 0 z 0 "1 In 11)" cc", Cu" 2: 0 111111 m LIL I]. 'IV) u z W2 k--� LLJ 0 z ' W3 W3 W2 W2 uj WO W(8 10 +00 ww W1 rktZSH POWDER LN 11+00 11+61 < SSMH D-1 W2 SSMH, C-1 cb q 44W3 0 b l" ! W3 ®'o v• } 0 (d LO iv LO CO M + LL N u- N I If. It. 0 > If it 0> < z U) F M 0 2575 2570 2565 2560 2555 2550 9+75 10+00 10+50 11+00 11+50 SEWER C PLAN AND"' Pm"OFILE STA. 10+00 - 11 +59 VERTICAL SCALE: 1" = T HORIZONTAL SCALE 1" = 30' — :'l I - - -1l I --------------------- U2 -- " 2575 2570 2565 2560 2555 2550 12+00 0 A L OF CAV w of re' N w Lu w w uj > > r�- 0 F- 0 0 0 z z w w C\I z w F- w w 0 0 12� ry Z5 < W < C < 0 w Q� a: C) EL rn n w CIO 57 a K� U) r K ' z L u z 0 0 0 w LL Q W U) LL 0 uj C) W tZ w 9 wuj Z< (D ro ui w z 0 00 z 1-1 0 CD w t;') 0 l.- W 0 z' => 0 C) n 13� 1 z goe 0 0 U) _j ft < w U) C) < W U) r) 0- W cli < C) -- 0� 2 :) < Q!! 0 w z W ry < 0+ 0 LuQ 0 ATTENTION: 1/2 Q z < IF THIS BAR DOES NOT MEASURE T' ON 22x34 SHEET or 1/2" ON 0Z 71' Q>- March 14, 2019 0 w N Z CY) C9. -.A1 0 w CO co 00 U C) w U) CO z co 0 0 CL K� z z 0 0 w LL u) U) LL 0 z 06 z < Ljj D o- f ^ V j Q 0 z 1-1 0 F- Z => 0 C) n 13� 0 goe cy, U) LL w Z 0 W U) LL z w 0 ATTENTION: 1/2 1 IF THIS BAR DOES NOT MEASURE T' ON 22x34 SHEET or 1/2" ON 1 1x1 7 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: C9. -.A1 d W 1-- m m T: ri F- CO U) U) CL' w W z z W O F -- u - U z 0 U) W 0- z W I--- F— LL U W 0 - CO 1- d U) P -- z LL) z O U) -- C1 O z W I� F- U) z U) z F - LL _® _U LL 0 O 2 C1_ O LLI U) W Z _o U n W z U) IL LL! W z z W O FL LL F- Q� W I- n w S I- U) I - z W IL' F- U) z U) S F- U) w W W z C� Z W O F- a N SITE KEY WATER KEYNOTES: W1 SEE WATER NOTE #2 SHEET C0:1, PERTAINING TO MAINS W2 SEE WATER NOTE # 3 SHEET C0.1, PERTAINING TO SERVICES W3 2" WATER SERVICE WITH A 2" METER AND A 2" PIGTAIL PER CITY OF MERIDIAN SD W-4 8"4" TEE ( MJxFLG) W6 6" GATE VALVE (MJxFLG) 6" WATER MAIN (LENGTH PER PLAN) FIRE HYDRANT PER CITY OF MERIDIAN SD W-8 W6 8" TEE FITTING (2)- 8" GATE VALVE (MJxFLG) SEWER KEYNOTES: S1 4" SINGLE SEWER SERVICE PER ISPWC'SD-511. MINIMUM 5' SEPARATION BETWEEN SEWER SERVICES. Co -Co CD o _ $ z_ I �. FF -2568.00 FF=2568.10 w y. FF=2560;10 > / fl 0 / X F i o Imo 4�=L w \� -CMN U] mII I W m A ; Oz LU U)w �. % / LF 6" PVEl C W3 1 > I ±7LF 6" PVC .�' W5 CAP AND MARK FOR ' Ya W6 / _i �✓ -" Y�yl FUTURE CONNECTION PER I jf . N=�rsl 1 , j.r-_--.r___►_ W1 CITY OF MERIDIAN SD SW -3 — v v -- —- e ±149LF PVC ±65LF PVC ±92LF PVC 8" BLOCKOUT FOR W(8") W(8") — --- W(8") W(8' FUTURE CONNECTION _ / I -- - _ W2 90.01 90.01 W2 SSMH D-3 N ECHO CANYON LN SSMH D-2 0jS((8")> 0 Ss(8°)> ;—= ] � //15+33_ 15+00jl - -14+00- --+ 90° 90° _ 13+00--- C) SSMH D-1 12.x00_- _ `\ ------ ^ I W1 - % o• I' (� .I i Uj W3 W3 Lu,� - gra Ln 5: _ co NLj 10 c_v u, a� - II �I CI II. Iil III Y Lu �1 (y U) LL LL _..: n � reg 3 z z 11 s1 s1 FF=2566.80 > FF=2566.90 co _ u� u u�' �- — #v +1 O r w(g„)' I SSMH A-2 15 11+45 I 11+00 FF=2567.40 7 - � I z 16 =U U w a w _ W1 m�= CID -d- ±179LF PVCLu w(s") v N. ECHO CANYON LN_ Ws , �0° SS(8")> cl ssMH B-2 - 11+00 W1 90°10+00 I LL Co 17 � FF=2565.40 m �C.oi g w w W w I= 2570 2565 2560 2555 2550 15+75 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 SEWER D PLAN AND PROFILE STA. 10+00 - 15+33 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1" = 30' I cn W Z O 0 W LL 0- I z U a w 06ui kj Q z Co z 06 w = JOE LLJ�C W� ° W° Lu) Alp Jolk 2 Z3 Z3 :E x ¢ g ct ®d o7; u. Q < z ® u-jmn ® C) ° �Q c� zd 0 r - ro 0w 1 W M U PROJECT: Z 170270 o 0 J N. C_ w z O m U) 71 0 ® - U 0 LL I kj Lj Alp Jolk ct u. 0 r - ATTENTION: 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 18, 2019 PROJECT: 170270 SHEET: 0 W i-- ry } -j }-- C.7 [Y U) U) CO w W W z Z LU d 1- LL O O C0 LLI WATER KEYNOTES: W1 SEE WATER NOTE #2 SHEET C0.1, PERTAINING TO MAINS W2 SEE WATER NOTE # 3 SHEET CO. 1, PERTAINING TO SERVICES W3 2" WATER SERVICE WITH A 2" METER AND A 2" PIGTAIL PER CITY OF MERIDIAN SD W-4 W4 45° FITTING 8"x6" TEE ( MJxFLG) W5 6" GATE VALVE (MJxFLG) 6" WATER MAIN (LENGTH PER PLAN) FIRE HYDRANT PER CITY OF MERIDIAN SD W-8 W6 8" TEE FITTING (2)- 8" GATE VALVE (MJxFLG) W8 22.5° FITTING 11 2" TEMPORARY BLOWOFF ASSEMBLY PER CITY OF MERIDIAN SD W-13 Lu FUTURE PHASE 2 tLLliI' U WW5 CL T- U) 0- 1+Y ; \ - ' ±13LF 6" PVC O ±192LF PVC ---N. NIANSHIP LN--- � � ( 7e- 2 — w SSMH E-2 I — — — - I 12+84 i' -{-12+00— T, 12+00 _ ! -� �- °-d . W 4 a 90 i , —,— I uv a I � � a z W3 a i W3P f . ® m m < F_ cN+ �.w QLL Q�,I U) 0 z EE-�2666.90 Cn 0 z F,- I - I SEWER KEYNOTES: S1 4" SINGLE SEWER SERVICE PER ISPWC SD -511. MINIMUM 5SEPARATION BETWEEN SEWER SERVICES. ±17LF PVC - 90° SSMH F-2 W1 . O O W5 11+00 i , H +-9LF 6" PVC f 130 1. l A / W6 W1 S1 86° dO SSMH E 1 FUTURE PHASE 2 Qac, hex ?.<.:. -~- (1S -- OS -- m W11 �q, CAP AND MARK �-XFOR FUTURE CONNECTION� �.. �. LL O Z I 0 Ll.. O 2E r O Lu 2570 w LL! LJ.. Z d U D 0�/ W C- 2565 LLI Z �C LLI LLI Z Z UJ 2560 O t �- LL LL! !_L. w LL W = 2555 F -- U F— z il.! h -- U) Z U) X 2550 V Lit W Z 13+00 12+50 12+00 11+50 Z W 11+00 o SEWERPLAID AIKID PROFILE H d7 STA. 10+10- 12+80 cv VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1" = 30' 10+50 10+00 2570 2565 1 2560 1 2555 2550 9+65 2570 2565 2560 2555 i5 10+00 9 15 30 60 90 4&' �.OSTEO es-( .- f 8856 w 0 to z 71 0 O W a 0 w O 2550 W 0 z 0 1-11, U } 9 1j - .- !i7 co - C7 f> 00 N - (n N - I® N- to (O- O. - (O O (C1 O Lo I`-_ - N to 0) O in (h V OD to QO Il - Y - N (0 C7 (O m Co Cq (O Cl) - (o ('7 (¢ Cl) - (S) It (O CO (0 d" (O (n CO -It w (n (.O to CO (O -(O to (O - (O (O to (0 Qa Ln N Co U) z to - N to N to N to N to -N to N (r) N to N to - N (n N (n N (n N - to N to (V U _ to to I N - 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON m >1 0o U z .? PROJECT: Cry Q SHEET: > t W M Z O w M oo U 2i Z U) '-0 CII Z m z Z O O= d- C4 t to 4 m R _ s w w � o 0) N PROPOSED GRADE EXISTING GROUND 11 u II --O ¢ N L0 (ii _ M 4 AT PIPE CENTERLINE - s w > > > w w z z z — •-� v ' to U) II + CO N N ...-- LL N to II II Z) - - --- OD co 11B) L131 L6 2 _--- NO otto o II C, (n (n�ZZ ll"O_O_co Lo II I _ if 0 1- 75» > U) --U)U)w5;zz z r- _.._ — _. _._. — _ — — ~_ -- _._. _. -.� i 12" STORM CROSSING -.._.�...�__..� ---------------- L -21T S=040% D=g" 1 L=205' 5=0.40% ----------------- p=g' 2550 W 0 z 0 1-11, U } 9 1j - .- !i7 co - C7 f> 00 N - (n N - I® N- to (O- O. - (O O (C1 O Lo I`-_ - N to 0) O in (h V OD to QO Il - Y - N (0 C7 (O m Co Cq (O Cl) - (o ('7 (¢ Cl) - (S) It (O CO (0 d" (O (n CO -It w (n (.O to CO (O -(O to (O - (O (O to (0 Qa Ln N U) (n N to - N to N to N to N to -N to N (r) N to N to - N (n N (n N (n N - to N to (V (n N to I N - 2570 2565 2560 2555 2550 9+90 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+UO 14+50 14+75 SEWERF PLA IN FILE STA. 10+00 -14+41 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE 1" = 30' I in W 0 z 0 1-11, U } 9 1j a a wU z of ui 06 O wz O; 07 w Y W G d ry Om Qa ui p- z wz W W Lu W Q 0 O 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON m >1 0o U z .? PROJECT: Cry Q SHEET: > t W M Z O w M oo U 2i Z U) C0 Z m z Z O O= R 0 1-11, U 9 1j a a 06 06 {, LL ui 0 ATTENTION: r 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: 9 C) w H w 0- C) U) U) LY. w w Z Z w 0 (L U Z O 2 w CLz w Q w 0 U) Z. w I— Z d U) I— h•- Z w D ly- I-- U) z U7 Z I— LL O O Q U 0 U 0 w U) W IY Z 0 f— U 0 0 p w Z U) C� w w Z Z w LL 0 i" - C w IL w CL w m � 0 t M (_ z o w a LL] 9 CO U z Q N 0 U) z w ry o w o w v Z U zZ o w U F- O Lu a C a s N n _1 i SITE KEY 4 i AyU�� I [-F-F -F-F 1 UN WATER KEYNOTES: sSEE WATER NOTE #2 SHEET C0.1, PERTAINING TO MAINS W4 45° FITTING W608" TEE FITTING (2)- 8" GATE VALVE (MJxFLG) W8 22.5° FITTING 1 2" TEMPORARY BLOWOFF ASSEMBLY PER CITY OF MERIDIAN SD W-13 12 90° ELBOW FITTING W FRESH - POWDER LN , SEE SHEET C9.1 W4 -71 1-1 Al --- I- l/Cf]ICV DROP WATER MAIN UNDER KENNEDY LATERAL CULVERT, SEE SHEET C8.2 FOR DETAIL.. ;rr< ' WATER PLAN !• R; i (EAST) HORIZONTAL S SS\00L r 0 15 F30-1 60 90 X88 on �� �• CA Rp�ty� N Cl) W LI w w N p p 70 0 Z w Z w zz r(/) z� w Q- p n. O w Q d `� W 4 CL Q U U co p n U Q -i W n 7T z z op >U) U) w0o 0 a z U) w0o Z Q U w ZLu U U) CL } <L �'`. oo C7 W ca w Z S q Y >- i W M C- CO O d W rx U) O ® ® < Q Q p cli Q� <C 0 07 1:' <[ W z uj Lu Z Cy Q m 0 O a -0� 4 zz c� Z W z<0 NZ co N p R O u Z o s J U) U)a U z fA bat Z o rJ = a a LL W w LL LL r uj ATTENTION: 0 f"— 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 112" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 14, 2019 PROJECT: 170270 SHEET: b W ry 0 20 40 80 120 ryU U) co U) LL) z LLI LL U) w': SD IL z - T LLJ U u z W Is 7 s I, N 3 — 5 U) e0. Fye s - SEW SEW 5-- z U / o Imo- O Z ui Z� tom— 'r RPJV ry Y Lij \� ++ II )j WSD SD > J'c a.( J +4 SD 1111 � e W FRANKLIN RD SEW SEW — tiEW SD IRRIGATION NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDAF(DS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THRUST BLOCKING SHALL BE INSTALLED PER ISPWC REQUIREMENTS. CONTACT MERIDIAN PUBLIC WORKS TO INSPECT THRUST BLOCKING PRIOR TO BACKFILLING. 3. CONTRACTOR TO VERIFY EXISTINGSERVICES. CONTACT ENGINEER IF SERVICES ARE NOT AN/Ali ARI F OR SPF(;IFIFD 0 -r �0 SD SD - SD SD SEW — SEW SEW - SEW SEW LONG StDE SERVICE "MODIFIED" TYPE A RISER SHORT SIDE SERVICE --NTS-- SINGLE FAMILY RESIDENT NIANAPA NAMMIAM IWM-AMN IIISTRICT r\c T 14U 1 Cm7 (1 ) 22.5° ELBOW Q45° ELBOW 3 90° ELBOW � 4 TEE ( 5 } GATE VALVE CONNECT TO EXISTING 4" PRESSURE IRRIGATION Mi REDUCE TO 3" PVC PIPE. CONTRACTOR TO VERIFY LOCATION 7 2' PRESSURE IRRIGATION SERVICE. SEE "MODIFIED TYPE A RISER" DETAIL, THIS SHEET. l CAP FOR FUTURE EXTENSION. SEW S�eOP1 A L G\STER ®w F 40 U" V88�5" d � F \dP QL- p OF �iNc• CAR? W m cc oCr co "cli > } °� a l- (r N wW O W W j W W Z to Z COY d Q Q. O < 2 W Q Q m 10 a ¢ W Q 0 71 Q Q a Ln � Q Lq NAl��i-PA & MERIDIAN PRIG"ATION DISTRICT C? 3' SUR 21" PVC RISER ESQEND 18" ABOVE GROUND W QZ 3' x 4' x 6" CINDER BLOCK (OR EOM) - Q SALDLE MINIMUM CL ¢� 4' MAIN LINE MINIMUM U (Y 1. 06 QS II" .4'f- BRASS NIPPLE - - - -�-y- 1 >- I- C W T Wqq 6"'x " 200 PSI POLY W A80VE GROUND wQ0 o Y _ O v BRASS CURB STOP wO ZwU) F \_/ ROCK CHIPS- � 2i© oo< V - 3• FEMALE AOL).. 0 LOCATOR WIRE - a V 7 1] 3- PVC PLUG - ' '•t 2 6 w Lid MARKER STEEL "T' POST 5 C i - SEW SEW LONG StDE SERVICE "MODIFIED" TYPE A RISER SHORT SIDE SERVICE --NTS-- SINGLE FAMILY RESIDENT NIANAPA NAMMIAM IWM-AMN IIISTRICT r\c T 14U 1 Cm7 (1 ) 22.5° ELBOW Q45° ELBOW 3 90° ELBOW � 4 TEE ( 5 } GATE VALVE CONNECT TO EXISTING 4" PRESSURE IRRIGATION Mi REDUCE TO 3" PVC PIPE. CONTRACTOR TO VERIFY LOCATION 7 2' PRESSURE IRRIGATION SERVICE. SEE "MODIFIED TYPE A RISER" DETAIL, THIS SHEET. l CAP FOR FUTURE EXTENSION. SEW S�eOP1 A L G\STER ®w F 40 U" V88�5" d � F \dP QL- p OF �iNc• CAR? W m cc oCr co "cli > } °� a l- (r N wW O W W j W W Z to Z COY d Q Q. O < 2 W Q Q m 10 a ¢ W Q 0 71 Q Q a Ln � Q Lq W O Q W CL U (Y 06 Z m (y >- I- C W T Wqq wQ0 o Y o U-1 cf)�� wO ZwU) F CK r-10-0 � 2i© oo< U) r 0 V - ui w Lid 0� i ui m In o U < 0 z L Z N ❑ d 11x17 SHEET, THEN DRAWING IS NOT TO SCALE � DATE: Ow Z 170270 o SHEET: J v � ::D z Co U) Z O O = C) LU z F CK r-10-0 V ui 0 ATTENTION: 112 1 — IF THIS BAR DOES NOT MEASURE V ON 2244 SHEET or 112" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE SEW — DATE: March 14, 2019 PROJECT: 170270 SHEET: J 0 20 40 80 120 MAKE COMPATIBLE ACCESS ROAD W ACCESS ROAD CONNECTION TO KENNEDY ROAD CROSSING - EXISTING IRRIGATION TOE - --� - �` -= -�� _ - -_- �TOB =--_--_ �..-- W TOB_ — -�—�_==_= e =- _ W - - _._a -� ®�v��-� --�_-�-v--_ _ TOB-� __ �_.__-_-__-.:-�TOB�- - - - - - - -- __ SHEET C8.2 FOR DETAILS !� _ - - __ __ - __ - _ -__PIPE. CONTRACTOR TO _ ___ _ - TOE. - - - s_ - _ __ - -- - - _ --- SEE- - a W _ - -�- TOE= -�__ - - - -�� =d=-=� - ------_-- - 301 - TO _ - _ _ - - JL[_ - - - - -_ e =iii - VERIFY LOCATION. Z � _ — __.. _.._ -_ -- ._._ � — __. � KENNEDY LATERAL � � , ....:- — _�..=Y�a1 __ � ., � -= �= -=-= �= � — �. �, -. _. W _ ZOE_ E AL — d1 ,,n-- _r '®a ( Y ®.� — J — 'FOB E - -_4 TO - . _� - - - _ _ _ _ ___ -__ .-� - - - - KENNEDY LATERAL _-- FENCE/KENNEDY EASEMENT = �- a' (� _"". - _ __.- _.._- _- " � � =� .. �. �... �. FENCE/KENNEDY EASEMENT _ ..._ - _._. _._ - - � - _- � � -- � = `ZOE � �. �.: �- � _._ � -..� Eft �� _.._ _. _.- � � � . �` '_ _ _ - - - __. -- - --_- RETAIN/PROTECT (j "..--- -_-_----6 -_---__ _ - -_- _ _- =v= _ �- - �_._-TOE_ __ - __ _ _-.FENGEIKI NNEDYEASEMENC:-_�_�_�my == =— �� =: �-===_�_s_ Z X _.� - _ _ - -- ` - - -. _s - - . . __ ___ TO 2p X __- ,- --- __-�__--_�_-- ----_�-.-_�_�__ TOB - _- r - -,. _ _,----®--_. v -..__ _ ___ _ IRR MH -04 -X ---®-- - - - - - - - __ __ - - - 2566 -- - - _ - __ _ _ - - - - - EXISTING BOX AND W _ _ X -�C �------_ - - - -. - -- .__. _._ ._ '-. � �- -.-_ _... � � � �_`�` = _ = C� � _ - - -- _ TOB" � � --- .-•-^-, _ �c _ X — -- -- -- — _ — — — -- — — _ =—�_ _ —_ == �— -Toe -_ - IR -X _= _ _®� ._ - _ -- - - -_ - - __ _ _, -.: _ 4' HEADGATE 20 fl - 3' _ - _ _ - - -. - _ - - _ - - - __ __ _ _ _ _ - ® 19+00 I R. _ ._ ._ . _ _ - - _ _ - -_- _ �E 3 _ - - - _ __ _I - _ _ _ i r' , 14+00 t 1 n 18+00 - --�� - -IRR MH 03--- I Q' -tom- IRR -MH o2 IR 11+00 17+00 "'I ,n �. - IFt- _ -12+00 16+00 W �.s 14+00 13+00 IRR MH 01 �P / 15+00 11 f LL � -� // .• �, - ---, W `- <, � REMOVE AND DISPOSE OF d r �5 EXISTING GRAVITY j ,� Z / / ' IRRIGATION B e r // f e / 2OX Lu E,u _ --— 0 ca------------ ----- ___ --- --- ------------ ----- ------------ ------------- — ---- ------ — --- ------ ----- ----- -- --�, z--- --—< W------------ ------ ------ ----- -- ---_ _- --------- --_ -- -- ---- -- — ------ --- ----- ----------------_ __-- __------00 — U) - - - - - - - p � �- '`' ?575 - T § Z (0i� �i of (� w Z - ,- c`7v co 1100 on a 2575 LL o _-.- -.- -----.----- ----_-.--- ----. -.-. __._--.-._- .-- -----.--.----- _ - ---. ._--_-__-_-.______ �_ -- hr- --- .•_----- -- -_ _--- _-____-- SONNN La It lf � O w rn mco c° oo ------ ----- ---- ---� n aZ O�- W (fl o Q ---�---------------------- - iv - - -- - - - - - - - - - - -- - -- - - - -- - - -- o M u> rn o? t, - - F- Fy u) } } D o 6 Lf) � u 9 + m N N 1— - PROPOSED GRADE - - - - - - _ � --- ._MlT OM N-.-NNO.LS7t17 11 -_-__� __-_- .--_.__----..--_.__- �ui�CnZ Z LO 11 SO,, LO - - _ - - - - (N CL 11 a -.-_------"- - ---- - - _-'--'-- -- --j•~ _ ------ - O+00NN F- Lo LID 11- _ - -_ : ����}> Z5}.. .`� ' + (D II 11 ----.-_.- --- Z 1, 11 2 Z o - - P _ APPROXIMATE HGL H 2570 � U) E vii _z z APPROXIMATE HGL s -- . ---� - 2570 - - -- -- -- - - - - - -- - - - - - ------ ------ ----- --------------- -- - ---- - --- -- -= --- - --- -- _ --------- � .� � � - _ - ._:.----4 --- -- ----------------- EXISTINGGROUND---- / -EXISTING GROUND - � - _ - - - - 13-12" 5=0.45% L=401' - ® �.� - -- - - - --- _ - - ___. - - - - ?565 D=12" S=0.45% L=59' H --- ------------- _- -- 2565 �, - - - - - - - - - - -D=12` -S=0.45% L=532' - - - - ---- --------__-.-- - - Z - - - - - - - - - - - - - - - - - W - - - - - -- - - - - - - - F- ?560 - 2560 Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . 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O VERTICAL SCALE: 1" = 4' ---------------- - --- ---------------------- ------ ------ HORIZONTAL SCALE 1"=40' ® ?555 U u n(� 2555 (o to Lo o m Lo rn to m m toQ Li O O L7 O C9 - q O CO N- N M M M O 1_ O M N - r Lq � NL() CD ,CO M (0 (0 f+ t- C0 h CD M f,• M OD °D h CD CO c0 CO OJ M N co M D) CO m O O O O O O) CY) O(.0 (0 (0 (0 (D CD M O COO tD CC) C0 CD CD (C) O M D (D M O h h h h ( h M h (D Ln to u') LO -t() In t() U)- LD M- Lf) tf) U -)LO Lf) LID L(OC) LID Lo V) - L() � t() to U) In LC) tt') - - t() tf) Ln Lf) tf) L(i t() L(� (n- t17 LC) tfJ L() to LL N N ry N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 20+50 20+00 '19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+75 Ci' W W 0 0 - CK IRR MH -06 24+00 _IR- -IR- -IR- LIR- __ IRR MH -04 �\ MAKE COMPATIBLE / �T 23+00 22+00 21+00 CONNECTION TO {n EXISTING IRRIGATION L PIPE. CONTRACTORui W TO VERIFY LOCATION. Z 0 4 Y LID J{ ol Z IRR MH 05 I - - W ,t 2524 -tI^ ®2567 F - LL LO IL _F - ---- �U-- LO ILD O N lull) tp CO LIUD 11 f - - -- ----- ------ ------ - ------------ -------------i0NN O O 9 h - (D 4C) N - It NLLZ O W 2570 o�(h0 UNO ti c)� �cu'vN � g- =tnlD 11 u n Nva z �� �} }570 I=- ----� ° ° 0-Z a Q 11 �- a cn�(n? ry Q � } } - - -� } } - - - - ---------------- ---- --- ------------ ----- -------- -- ° of V) a- co K Z Of U) cc n Z z o ----------- ----- ---- — ------ --- ------ - ------------ APPROXIMATE HGL ----- - z Al PROPOSED GRADE MAKE COMPATIBLE _ ®_ _ o :D CONNECTION TO EXISTING IRRIGATION ' - _ - - - - EXISTING GROUND � - PIPE. CONTRACTOR 2565 = z TO VERIFY LOCATION.- - _ ------------- -- r � o - - - - -D=12°- -S=0.20% - L-48'- D=12" 5=0.20% L=434' - - - -o VERTICAL SCALE: 1" = 4' ------ - ------ W ---------- - - ----------------- ----- HORIZONTAL SCALE 40'" --_ o W v Z 2560 _ 2550 !r to CO CSD 0c) co N O m O h h- CO O ts7 O N O to (0 In O Z Z - - - (D (0 L{j - (0 h CD +p (0 � to N N (6 d0 <r M N t0 O (0 O ry - CD CO (D C0 � (D Lo O (0 (0 CD (D to CD (0 (0 (0 (.0 C0 (0 (D C0 _ LD (0 O m (b O M (D LC) (0 (D L0 M O O M CC) (D Q W - - N N N N l(j L(7 tS) t(7 I,{) Ln til 04 - to L() t>7 (n in In t() L() to IN - N N N N N N N N N N N N N N -" N N N N - to ® - Lu T 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 00o CV a `I q �S�pPi A L F�'G Q�o4���G�s r fR�o'tiF�� L - -1 u �0 Pyr 0f . GAR?� w cc a N x > } IW— (n= n N n 0 a � Z Z N w z ai Z x a p M m W M C3 p C3 n n U -i Q -i 0 al a Ln U) 0 LL W a z } rwo W F U z LY Lli >_ CD co Z 0 �: cc) Y UJ <(D 0 t1 0 00 Z > � co of 2 -r geq U) -t n LD Q ui 4U ATTENTION: 1/2 D z IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 15, 2019 ua W fl'Q OLjj � B o C) Q ti Z Q > ❑ W m v 0 w IIIIIIIIIIIIIIh t0 Cl) Cs g z J o N � Cd o U) O 03 Z O Z C) o Z z 0 LL rwo geq evo LL ui 0 ATTENTION: 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 15, 2019 PROJECT: 170270 SHEET: z LLI 0 FL O Ll.l CL 0 CL m w a N H >� VJ > I--- H U LU W D ry U z 0 ry ur N J z a Ll1 o LL1 U z a z z U w w O = i— S r o d N Q ----------------------- j - W FRANKLIN RD 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, A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN FROM FIRE HYDRANTS AND 2' IVIIN. FROM WATER METERS. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TC A('('FCC I of-vF-n MFTFP PFnP-gTA1 S 1 VICINITY ITY MAP SCALE: NTS EXISTING W. PERUGIA STREET 1 20 R40 :1 120 ,�`pt1AL £�G Q�a44 � q,; S T Epi®�?%�� 88 u AA( OF • CAR? wCE � N X w w W w !n N ❑ O O p Z 0 Z w z co z w co Y d �OZ< m � Uw Q Q U3 m 0 U <C -i 7w�o 7 1 L l \\\ ui ATTENTION: o z W U } E U Z co �'L11 < W Z ry, 0 m w Z W ZZe� = Y hum C7 (c) 00 O O w c :D c T- Q p C tY Q ❑ 0 < w z LiJ Z ry <( fD D- 0* a U Z ♦ Q (J W Z Q (y) ` } ❑ O W `t (D Z P7 U : o J ::D C!) N U) W m z Z O O _ 1000, L l \\\ ui ATTENTION: