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CC - Construction Drawings NOTES 1. SEE DRAWING CO-1 FOR ADDITIONAL NOTES AND LEGEND. 2. COORDINATE WITH LANDSCAPE PLAN FOR LOCATION OF ANY SLEEVE FOR ONSITE PRESSURE IRRIGATION SYSTEM ALONG THE PERIMETER OF THE M SUBDIVISION. CONTRACTOR SHALL INSTALL ANY NECESSARY SLEEVES PRIOR TO PAVING AND CONCRETE WORK. AN ADDITIONAL SPARE 2" CONDUIT SHALL BE INSTALLED AT ANY LOCATION RECEIVING A SLEEVE. SPARE CONDUIT SHALL BE CAPPED ON BOTH ENDS AND WRAPPED WITH A LOCATE WIRE. 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL COORDINATE LOCATING AND ROUTING OF DRY UTILITIES (GAS, POWER, PHONE, CABLE, FIBER ETC.) WITH APPLICABLE LOCAL UTILITY CONTACTS. W# WATER NOTES W1. COORDINATE WITH CITY TO TURN OFF UPSTREAM VALVE AS REQUIRED TO ISOLATE N14-43 ON SEGMENT 8 119812. CONNECT TO EXISTING 8" DIA. WATER MAIN. PROVIDE AND INSTALL FITTINGS AS NEEDED. W2. ±10LF OF 6" DIA PVC WATER MAIN. PROVIDE & INSTALL NEW HYDRANT PER SD-404. THRUST BLOCK TO BE PROVIDED PER SD-403, 'TEE DETAIL'. K W3. PROVIDE AND INSTALL±10LF OF 2" DIA POLYETHYLENE PIPE TO NEW METER SD-402 &SD-403. W4. PROVIDE AND INSTALL±40LF OF 2" DIA POLYETHYLENE PIPE TO NEW METER SD-402 &SD-403. W5. PROVIDE AND INSTALL±258LF OF 8" DIA PVC WATER MAIN PIPE. W6. THRUST BLOCK TO BE PROVIDED PER SD-403, 'BEND DETAIL'. W7. PROVIDE AND INSTALL±37LF OF 8" DIA PVC WATER MAIN PIPE. W8. ±4LF OF 6" DIA PVC WATER MAIN. PROVIDE & INSTALL NEW HYDRANT PER SD-404. THRUST BLOCK TO BE PROVIDED PER SD-403, 'TEE DETAIL'. W9, PROVIDE AND INSTALL 2" BLOW-OFF ASSEMBLY WITH HAMMER HEAD J + \ ` THRUST BLOCK. \ N\MATCHLINE - SEE SHEET C1 -2 W10. PROVIDE AND INSTALL 8" DIA TO2" DIA TEE. \ \ W11. PROVIDE AND INSTALL±15LF OF 2" DIA POLYETHYLENE PIPE TO NEW \\ /� \ �\ �J METER SD-402 &SD1403. \\ \ \\ - - - - - I W12. PROVIDE TWO (2) 2 CONDUIT SLEEVES FOR PRESSURE IRRIGATION SYSTEM. COORDINATE WORKS WITH IRRIGATION INSTALLATION. \\ s \\ OS# SANITARY SEWER NOTES S1. CORE DRILL EXISTING SSMH TO PROVIDE CONNECTION FOR NEW 6 DIA. \ \ \ SEWER SERVICE FROM LOT#5. SET ELEVATION OF PROPOSED 6" DIA. \ SERVICE AT 1.0' ABOVE EXISTING 24" DIA. INVERT. PROPOSED 6" IE: H \\ \ \\ 2603.00'± (FIELD VERIFY). PROVIDE AND INSTALL BOOT TO ENSURE - - - - - WATER TIGHT CONNECTION PER CITY STANDARDS. ENSURE ADEQUATE \\ \ \ PRECAUTIONS ARE TAKEN PRIOR TO CORE DRILLING TO ENSURE TIMELY \ \ \ COMPLETION OF NEW CONNECTION. \ \ \\ 40'-0" CROSS ACCESS S2. PROVIDE & INSTALL NEW 6" DIA. SDR 35 PVC SEWER SERVICE PER ISPWC \ \ II SECTION 504 @ 1.0% MIN. CLEANOUT TO BE INSTALLED AT NEW SERVICE EASEMENT I STUB. SEWER SERVICE WILL BE INSTALLED ACROSS EXISTING FIVE MILE EXISTING HORSE FENCE. \ CREEK DRAINAGE. ENSURE ADEQUATE PRECAUTIONS ARE TAKEN PRIOR REPAIR ANY FENCING + \ \ \ \ I EXISTING 12 DIA. TO TRENCHING TO ENSURE TIMELY COMPLETION OF NEW SERVICE DAMAGED DURING A EDGE OF \ WATER MAIN CONNECTION. G CONSTRUCTION \ WATERLINE \ \ I �° S3. CAP AND MARK END OF SEWER SERVICE PER CITY OF MERIDIAN DWG NO. SW3. \ \ \\ II N S4. PROVIDE & INSTALL NEW 4" CLEANOUT PER ISPWC SD-506A ON EXISTING PRESSURIZEDEXISTING RR GAT ON TO BE REMOVED. I S5. PROVIDE & NS ALL84LF NEW 86 DIA.(SDR D35 PVC SEWER SERVICE PER ISPWC SECTION 504 @ 1.0%. 4" CLEANOUT TO BE INSTALLED AT PIPE 45 DEGREE BEND PER ISPWC SD-506A (NON-TRAFFIC RATED). \ \ S6. PROVIDE & INSTALL 264LF NEW 8" DIA. SDR 35 PVC SEWER SERVICE PER \ \ \\ ISPWC SECTION 504 @ 1.0%. EX RIM = 2612.26' ST PROVIDE & INSTALL NEW 48" MANHOLE PER SD-501. F EXISTING 90'-0" FIVE MILE 1 \\ \ /S� \\ UPDATE RIM = 2613.76' RIM = 2614.00 CREEK EASEMENT \ EX INV(24") = 2601.99' I 8 IE IN(N) = 2605.10 \ \ \\ EX INV (8") - 2602.48' 8" IE IN (SE) = 2605.10 \ �� A NEW INV (6") W = 2603.00' 8" IE OUT (W) = 2605.00 + \\ \ \ (FIELD VERIFY) I S8. INSTALL (3) 24" DIA., 6" MANHOLE GRADE RINGS TO RAISE RIM QELEVATION BY V-6" TO NEW ACCESS ROAD FINISH GRADE. OLDCASTLE \\ \ S `\ I O MHGR OR APPROVED EQUAL. \ \ \ S1 EXISTING 8 SS STUB. �\ NO. REVISION/ISSUE DATE \ \ � _ RETAIN & PROTECT DURING I ; _ CONSTRUCTION 0 E \\ S8 ®ONAB.� RETAIN & PROTECT \\ S2 c� \\ j< ° �ri�'S�c�rasFa�eye� EXISTING IRRIGATION I �. Kncvwwnarsbelow. STRUCTURE AND PIPING EXISTING HORSE FENCE. -°s' + C Call before you dig. REPAIR ANY FENCING AREA THREE 4784 ALL2B BUSINESS \ DAMAGED DURING I C� CIN ALLD BUSINESS DAYS YOU DIG,GRADE,OR O � � EXCAVATE FOR THE CONSTRUCTION MARKING OF UNDERGROUND OFIMP MEMBER UTILITIES MATCHLINE SEE SHEET C1-3 \ I m 1 ` \ MATCHLINE-SEE SHEET C1-2 S3 1 1 ° AP„ 1 I SEE NOTE 3 EXISTING 24" DIA. I V_N AREA TWO \ SEWER MAIN WESTERN CONSULTING oCP#51GROUP Q C RETAIN & PROTECT \� \ \ A\\ I EXISTING IRRIGATION RETAIN & PROTECT 1 I RETAIN & PROTECT RETAIN & PROTECT I ° EXISTING UTILITY POLE MATCHLINE-SEE SHEETC1-2 Phone: 208.871.1502 berry4idaho@gmail.com o STRUCTURE AND PIPING 1 �_ \\ �� ` EXISTING UTILITY POLE EXISTING GAS MARKER N �� MATCHLINE-SEE SHEET C1-1 RETAIN & PROTECT EXISTING / _ \ \ RETAIN & PROTECT EXISTING J ° � z N N WATER SERVICE / � 8" WATER SERVICE (N14-63) 0 N N U 4 a J �I U U W + T - OHW V E m \ G O GI W - OHW OH H �� 0 P12 " zz OHW - OHW OHW �I-IW- OHW OH W Ql=W�� 0 H W -7 W o aa,, U 3: 6Aa ~ Uo z o , RODNEY EVANS +PARTNERS a a 0 � W W W W W W O W W W W W W W W W W W W W W W - S reandpartners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 0 a G G� G G G G �G G G G G G G G G G G G a O MIDGROVE PLAZA 9 01 ss ss ss ss ss ss ss ss - ss ss ss S ss ss ss ss ss ss ---0 KEY MAP 1450 E. FRANKLIN RD. Z5 S Zoo o Zoo aoo 600 MERIDIAN, ID 83642 A c� o EXISTING 12 DIA. o = WATER MAIN SCALE: Zoo'-o° FINAL PLAT s E. FRANKLIN ROAD 0 CIVIL UTILITY PLAN (1 OF 3) cD CIVIL UTILITY PLAN - AREA ONE PROJECT 19007 SHEET J T N 30 0 30 60 90 DATE i SCALE: 1"=30'-0" ci 2/12/21 - 0 cz DRAWN BY CHECKED BY T Q i NVD/DTB DTB v U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW CIVIL IMPROVEMENT DRAWINGS FOR M MIDGROVE PLAZA SUBDIVISION LOCATED IN A PORTION OF THE L OF SECTION 8 T , 2N . R , 1E, BOISE MERIDIAN . CITY OF MERIDIAN , ADA COUNTY , IDAHO K GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES EStateAve SANITARY SEWER NOTES LEGEND 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE TYPICAL LINE & SYMBOLS SHOWN AND MAY NOT ALL BE APPLICABLE E Plne Ave VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL r z STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,THE SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE E Idaho Ave W N z STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL - - Boundary Line REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE ISPWC WILL BE ALLOWED, UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN Meridian CONSTRUCTION NOTE NO. 1. Section Line REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD).THE MORE WRITING BY ACHD. n STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING PROJECT 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND Lot/Parcel Line STANDARDS OR SPECIFICATIONS. 2. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE LOCATION NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND J REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS Easement Line 2. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN ATTEND A PRE-CONSTRUCTION CONFERENCE OR AN ON-SITE MEETING WITH THE Z m E K,,,K;; Existing Fence ( ;� TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL CITY OF MERIDIAN PROJECT INSPECTOR) PRIOR TO COMMENCING CONSTRUCTION. 3. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY AND UTILITY C N W S., P SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE Existing Right-of-Way TRENCHES ABOVE THE PIPE ZONE. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 3. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE :d E Franklin Rd E Franklin Rd SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER Centerline ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON 4. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS m RULES (IDAPA 58.01.16). ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SERVING PRIVATE ROADS, PARKING LOTS AND OTHER PAVING IMPROVEMENTS x x � Centerline Ditch/Flow Line OUTSIDE THE PUBLIC RIGHT-OF-WAY. M a a 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE Existing Building 4. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM < K d �;,uhirrn WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE 7- '!,1^ (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND RP Irrigation Line H APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH SLOPE OF THE FINISHED STREET GRADES. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE o INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED Ec Edge of Gravel SPECIFICATION REQUIREMENTS IN GENERAL CONSTRUCTION NOTE NO. 1. 6. ALL WATER VALVES, BLOWOFFS, AND MANHOLES SHALL BE GRADED AND PLACED ti b � E w° o� IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC SO AS NOT TO CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OR OTHER �,� ".f c °dbridge E� Edge of Lawn REQUIRED STREET IMPROVEMENTS. 12 DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 5. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE WASTEWATER RULES (IDAPA 58.01.16). EP Edge of Pavement APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 7. ANY UTILITY OR IRRIGATION FACILITY THAT INTERFERES WITH REQUIRED STREET o '� m- 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE ER Edge of Dirt Road AND SIDEWALK IMPROVEMENTS WILL BE RELOCATED AS NOT TO INTERFERE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT 6. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER WITH REQUIRED STREET IMPROVEMENTS AT THE OWNER'S EXPENSE. _ F� FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). Ew Edge of Water CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR 0 Existing Pipe G DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE 8. PAVEMENT RESTORATION, IF NECESSARY, ON E. FRANKLIN ROAD OR N. LOCUST 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN GROVE ROAD SHALL BE THE GREATEN OF THE FOLLOWING 2 SECTIONS: _ OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL BB Bottom of Bank B. USE "CLASS 200 WATER PRESSURE ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION EXISTING ROADWAY PAVEMENT SECTION. B. 4 INCHES OF ASPHALT, 4 INCHES OF 34 INCH MINUS, AND 26 INCHES OF � GROUND, TB To of Bank 6-INCH MINUS PIT RUN. PLANS. PIPE," ASTM 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. p 7. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE VICINITY MAP - 1450 E. FRANKLIN RD 6. THE CONTRACTOR SHALL CONDUCT A TELEVISION INSPECTION UPON TOE Toe of Slope THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 9• CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER ISPWC SD-301 AND ACHD SUPPLEMENTAL DRAWING SD-303. COORDINATE ALL UTILITY CUTS WITH N.T.S. COMPLETION OF THE SEWER LINES AND PROVIDE A VIDEOTAPE OF THE TOP Top of Slope DISTRICT UTILITY COORDINATOR AT 208 3876258ONTRACTOR SHALL SUBMIT INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 8. STREET LIGHT INSTALLATIONS REQUIRE AN ELECTRICAL PERMIT FROM THE CITY OF ( ) - . C Shoulder of Road MERIDIAN. COMPLIANCE WITH CITY STANDARDS SHALL BE VERIFIED AND A TRAFFIC CONTROL PLAN TO THE DISTRICT CONSTRUCTION SERVICES DIVISION ACCEPTED BY THE MERIDIAN CITY INSPECTOR. FOR REVIEW AND APPROVAL. P Overhead Power 9. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN CIVIL DRAWING INDEX WATER NOTES F 10. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL TOE Toe of Slope PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING 1. CIVIL NOTES & LEGEND.....................................................CO-1 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE TOP Top of Slope CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 2. CIVIL UTILITY PLAN (1 OF 3)..............................................C1-1 STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO 3. CIVIL UTILITY PLAN (2 OF 3)..............................................C1-2 SYSTEMS (IDAPA 58.01.08)," ISPWC DIVISION 400 AS WELL AS THE P Overhead Power EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY 3. CIVIL UTILITY PLAN (3 OF 3)..............................................C1-3 STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE HIS FAILURE EQUIPMENT DURING TRENCHING OPERATIONS. 4. SANITARY SEWER PROFILE................................................C1-4 CONSTRUCTION NOTE NO. 1. T Underground Telephone Line TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE 5. SANITARY SEWER DETAILS................................................C1-5 NO. REVISION/ISSUE DATE HOURS BEFORE COMMENCING ANY UNDERGROUND WORK, AT 811 OR TOTAL ROAD SURFACE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY 6. STREET & SIDEWALK IMPROVEMENT PLAN 1 OF 3 ........C2-1 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND Underground Fiber Optic Line FACE. 7 STREET & SIDEWALK IMPROVEMENT PLAN (2 OF 3)........ , ,C2-2 NON-POTABLE WATER MAINS (SANITARY SEWER STORM DRAIN AND 800-342-1585. SUP . � Underground Cable Television E C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH 8. STREET & SIDEWALK IMPROVEMENT PLAN (3 OF 3)........C2-3 IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS 10. CONTRACTOR SHALL REPAVE TO EXISTING GRADES ANY PAVED AREAS DISTURBED LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL 9. GRADING PLAN - FIVE MILE CREEK TRAIL.........................C3-1 NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN G Underground Gas Line �Si®�AL�j� 811 BY CONSTRUCTION. ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 10.GRADING SECTIONS & DETAILS........................................C3-2 TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL Sanitary Sewer Line �� Know Y KF® �� i D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPACTION TESTS FOR TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER w Underground Water Line C Call before you dig. SUBGRADE AND PAVEMENT. MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. DATUM & BENCHMARKS SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER g 4784 CALL BUSINESS DAYS IN ADVANCE BEFORE E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY SD Storm Drain Line YOU DIG,GRADE,OR 1. SEE TOPOGRAPHIC SURVEY PREPARED BY LR GEOMETRICS FOR MORE RULES (IDAPA 58.01.16). EXCAVATE FOR THE 12. ALL NON-COMPACTABLE MATERIALS SHALL BE REMOVED PRIOR TO COMPACTION DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. INFORMATION. ,� q� p`�` MARKING OF Contour Line Maj ® ®F�® UNDERGROUND OF SUBGRADE. 11. ALL PEDESTRIAN RAMPS LOCATED IN THE ACHD RIGHT-OF-WAY SHALL HAVE 2. HORIZONTAL DATUM: NAD 83 PROJECTED TO THE IDAHO WEST ZONE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE 2610 Major C� MEMBER UTILITIES OF STATE PLANE COORDINATE SYSTEM. COORDINATES SHOWN AT WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX TRUNCATED DOME FABRICATED INSERTS (COLORED TRAFFIC YELLOW) CAST INTO Contour Line, Minor D 13. CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS. GROUND WITH A COMBINED SCALE FACTOR OF 0.99984239 APPLIED (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND THE CONCRETE AND COMPLY WITH ACHD SD-712. ABOUT THE ORIGIN (0,0). NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) - 14. CONSTRUCTION STAKING BY CONTRACTOR UNLESS OTHERWISE NOTED. 3. VERTICAL DATUM: NAVD 88. BROUGHT TO THE SITE VIA STATIC INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED 12. PROPOSED DESIGN ELEVATIONS ARE BASED UPON LIMITED INFORMATION OBSERVATION PROCESSED THROUGH THE NGS OPUS UTILITY. IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC O 15. TOPOGRAPHICAL SURVEY INFORMATION PREPARED BY AARON RUSH OF LR OBTAINED FROM THE TOPOGRAPHIC SURVEY. THE CONTRACTOR SHALL FIELD 4. TEMPORARY BENCHMARKS: DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE GEOMATICS (AUGUST, 2019). VERIFY ALL PAVEMENT MATCH LOCATIONS AND ASSOCIATED GUTTER LIP #1 - 2615.07' WASTEWATER RULES (IDAPA 58.01.16). 16. PROPOSED AND EXISTING ELEVATIONS ARE BASED UPON INFORMATION ELEVATIONS TO CONFIRM PAVEMENT CROSS-SLOPE AND GUTTER SLOPE ARE N: 707838.05, E: 2459380.36 OBTAINED FROM THE TOPOGRAPHIC SURVEY. WITHIN ACCEPTABLE LIMITS PRIOR TO BEGINNING CONSTRUCTION. 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER WESTERN CONSULTING CONTRACTOR SHALL NOTIFY ENGINEER OF ANY AREAS OF CONCERN PRIOR TO #51 - 2618.60' THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. 17. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF THE TEMPORARY CUTTING ASPHALT. N: 707158.75, E: 2459546.57 a BENCHMARKS, AND PAVEMENT MATCH LOCATIONS AND NOTIFY ENGINEER OF 13. ABANDONED BUILDINGS, TEST PITS, WATERWAYS OR ANY OTHER DISTURBED SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR GROUP EXCAVATION LOCATED WITHIN THE EXISTING OR PROPOSED RIGHT-OF-WAY SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM 3 C ANY DISCREPANCY PRIOR TO CONSTRUCTION. #55 - 2627.80' PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF Phone: 208.871.1502 berry4idaho@gmail.com SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL N: 707692.32, E: 2459200.75 18. DISTURBANCES TO THIS SITE MAY REQUIRE AN APPROVED EROSION AND FILL PER ISPWC SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA TO ENVIRONMENTAL QUALITY. J J 0 VERIFY NATIVE MATERIAL OR ANY SOURCE USED FOR BACKFILL MEETS THE SEDIMENT CONTROL PLAN FROM ACHD. IN ADDITION, ALL OWNERS OR #59 - 2617.61 w REQUIREMENTS OF ENGINEERED FILL PER ISPWC AND PROVIDE A COPY OF ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS o 71 CD CONTRACTORS INTENDING TO DISTURB ONE ACRE OR MORE OF GROUND AS PART N: 708081.26, E: 2459403.10 , H H COMPACTION TESTS TO ACHD. WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY H ¢ z OF CONSTRUCTION ACTIVITIES SHALL DO THE FOLLOWING: U u w + i A. FILE A NOTICE OF INTENT (N01) WITH EPA'S CONSTRUCTION GENERAL CONSTRUCTION. w PERMIT (CGP) 14.THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SITE INFORMATION U z z SUBSTANTIAL CONFORMANCE OF THE KNOWN ACHD POLICY AND STANDARDS IN 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND B. PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP). ZONING: C-G / I-L MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT w w EO C. INSTALL SIGNAGE PER THE CGP. a Q a � H ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). ¢ z a x o D. MAINTAIN ON-SITE COPIES OF THE N01 CGP AND SWPPP. U ¢ Q a N B VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE ADDRESS: 1450 E. FRANKLIN RD. Q z o E. COMPLY WITH REQUIREMENTS OF CGP AND SWPPP INCLUDING FOLLOWING VARIANCES LISTED BY DATE AND SHORT DESCRIPTION WERE MERIDIAN, ID 83642 7. WATER LINES SHALL BE DISINFECTED IN ACCORDANCE WITH ISPWC 401.3.9 RODNEY EVANS + PARTNERS a a T DOCUMENTING THAT ALL INSPECTIONS AND MONITORING HAVE BEEN AND THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. a + + + + APPROVED FOR THE PROJECT: NONE. reandpartners.con+208-514-3300+1014S.La Pointe,Boise,Idaho PERFORMED. 3 PARCEL ID NO: S1107449996 METHODS OF CHLORINATION USED ARE TO BE PRE-APPROVED BY THE CITY o F. FILE A NOTICE OF TERMINATION (NOT) WHEN ON-SITE WORK IS COMPLETE AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN STORM DRAIN NOTES LEGAL: PARCEL LOCATED IN THE SE 1,4 OF THE SE 14 OF SEC. 7, ENGINEER. PLACE AND FUNCTIONING. 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR T3N, R1E, BOISE MERIDIAN, CITY OF MERIDIAN, ADA MIDGROVE PLAZA Q CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT COUNTY, ID. 19. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE 1450 E. FRANKLIN RD. ALL TIMES. JJURSRESPONSIBLE FOR COMPLIANCE DICTIONALLBODY. THECONT/RACTORSHALITH ALL ICALE SAFETY LBERESPONSIB RES OF SPONSIBLE DEVELOPER INFORMATION MERIDIAN ID 83642 ro A BARRICADES, SAFETY DEVICES, AND SAFETY WITHIN AND AROUND THE 2• ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE FINAL PLAT o CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. MID LOCUST GROVE PLAZA LLC j CONSTRUCTION AREA. ARTHUR J. BERRY 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS 4804 ROBERTS ROAD 20. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE AND IRRIGATION DEPARTMENT FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE BOISE, ID 83705 o FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE IMPROVEMENTS ARE IN PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. 208-871-1532 CIVIL NOTES & LEGEND PLACE AND FUNCTIONING. APPROVAL IS CONTINGENT UPON INSPECTION. a ENGINEER OF RECORD CD 21. RETAIN AND PROTECT ALL IRRIGATION AND DRAINAGE PIPE CROSSINGS. IF 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AT 208-466-8181 FOR DAVID BERRY PROJECT SHEET NECESSARY, THE PIPE WILL BE REPLACED BY THE CONTRACTOR. THE CONTRACTOR PERIODIC OBSERVATION OF ANY STORM DRAIN CONSTRUCTION. A MINIMUM OF WESTERN CONSULTING GROUP 19007 a T IS RESPONSIBLE FOR LOCATING ALL IRRIGATION AND DRAINAGE PIPES. 48-HOUR NOTICE IS REQUESTED. 9095 S. FEDERAL WAY, #204 0 BOISE, ID 83716 DATE PI 5. LOT SPECIFIC STORM WATER DESIGNS SHALL BE CONDUCTED WITH ANY SITE 208-871-1502 2/12/21 co- 1 BUILDING DEVELOPMENT ACTIVITIES AT THE TIME OF DEVELOPMENT. BERRY41DAHO@GMAIL.COM U DRAWN BY CHECKED BY T Q NVD/DTB DTB U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW NOTES 1. SEE DRAWING CO-1 FOR ADDITIONAL NOTES AND LEGEND. 2. COORDINATE WITH LANDSCAPE PLAN FOR LOCATION OF ANY SLEEVE FOR ONSITE PRESSURE IRRIGATION SYSTEM ALONG THE PERIMETER OF THE M SUBDIVISION. CONTRACTOR SHALL INSTALL ANY NECESSARY SLEEVES PRIOR TO PAVING AND CONCRETE WORK. AN ADDITIONAL SPARE 2" CONDUIT SHALL BE INSTALLED AT ANY LOCATION RECEIVING A SLEEVE. SPARE CONDUIT SHALL BE CAPPED ON BOTH ENDS AND WRAPPED WITH A LOCATE WIRE. 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. L 4. CONTRACTOR SHALL COORDINATE LOCATING AND ROUTING OF DRY UTILITIES (GAS, POWER, PHONE, CABLE, FIBER ETC.) WITH APPLICABLE LOCAL UTILITY CONTACTS. w# WATER NOTES W1. COORDINATE WITH CITY TO TURN OFF UPSTREAM VALVE AS REQUIRED TO ISOLATE N14-43 ON SEGMENT 8 119812. CONNECT TO EXISTING 8" DIA. WATER MAIN. PROVIDE AND INSTALL FITTINGS AS NEEDED. W2. ±10LF OF 6" DIA PVC WATER MAIN. PROVIDE & INSTALL NEW HYDRANT PER SD-404. THRUST BLOCK TO BE PROVIDED PER SD-403, 'TEE DETAIL'. K W3. PROVIDE AND INSTALL±10LF OF 2" DIA POLYETHYLENE PIPE TO NEW METER SD-402 &SD-403. W4. PROVIDE AND INSTALL±40LF OF 2" DIA POLYETHYLENE PIPE TO NEW METER SD-402 &SD-403. W5. PROVIDE AND INSTALL±258LF OF 8" DIA PVC WATER MAIN PIPE. W6. THRUST BLOCK TO BE PROVIDED PER SD-403, 'BEND DETAIL'. W7. PROVIDE AND INSTALL±37LF OF 8" DIA PVC WATER MAIN PIPE. W8. ±4LF OF 6" DIA PVC WATER MAIN. PROVIDE & INSTALL NEW HYDRANT PER SD-404. THRUST BLOCK TO BE PROVIDED PER SD-403, 'TEE DETAIL'. W9, PROVIDE AND INSTALL 2" BLOW-OFF ASSEMBLY WITH HAMMER HEAD } THRUST BLOCK. W10. PROVIDE AND INSTALL 8" DIA TO 2" DIA TEE. U W11. PROVIDE AND INSTALL±15LF OF 2" DIA POLYETHYLENE PIPE TO NEW 10'-0" WATER EASEMENT I J METER SD-402 &SD-403. MATCHLINE S E E SHEET I C 1 -3 SEE NOTE 3 _ _ - _ �� W12. PROVIDE TWO (2) 2" CONDUIT SLEEVES FOR PRESSURE IRRIGATION SYSTEM. COORDINATE WORKS WITH IRRIGATION INSTALLATION. �CP#1 S# SANITARY SEWER NOTES O � D - S1. CORE DRILL EXISTING SSMH TO PROVIDE CONNECTION FOR NEW 6" DIA. W W D W W W W W W SEWER SERVICE FROM LOT#5. SET ELEVATION OF PROPOSED 6" DIA. � D SERVICE AT 1.0' ABOVE EXISTING 24" DIA. INVERT. PROPOSED 6" IE: H BASALITE 2603.00'± (FIELD VERIFY). PROVIDE AND INSTALL BOOT TO ENSURE PROPERTY - _ _ _ _ _ _ _ - _ _ _ _ - _ _ _ EXISTING 8" DIA. WATER TIGHT CONNECTION PER CITY STANDARDS. ENSURE ADEQUATE INSTALL CLEANOUTS IN S3 a WATER MAIN PRECAUTIONS ARE TAKEN PRIOR TO CORE DRILLING TO ENSURE TIMELY EACH FLOW DIRECTION D D D COMPLETION OF NEW CONNECTION. -S7 D D X D D DA S2. PROVIDE & INSTALL NEW 6" DIA. SDR 35 PVC SEWER SERVICE PER ISPWC r y SECTION 504 @ 1.0% MIN. CLEANOUT TO BE INSTALLED AT NEW SERVICE SS SS SS SS SS SS SS SS s STUB. SEWER SERVICE WILL BE INSTALLED ACROSS EXISTING FIVE MILE _ EXISTING HORSE FENCE. - EXISTING GRAVEL ACCESS CREEK DRAINAGE. ENSURE ADEQUATE PRECAUTIONS ARE TAKEN PRIOR REPAIR ANY FENCING �/4 EXISTING 12 DIA. TO TRENCHING TO ENSURE TIMELY COMPLETION OF NEW SERVICE / S6 ROADWAY. KEEP CLEAR jv u CONNECTION. m DAMAGED DURING WATER MAIN 10-0 SEWER EASEMENT DURING CONSTRUCTION. G \ �/ 10 S3 x CONSTRUCTION S3. CAP AND MARK END OF SEWER SERVICE PER CITY OF MERIDIAN DWG NO. \ S4 / 11 SW3. \ I / S4. PROVIDE & INSTALL NEW 4" CLEANOUT PER ISPWC SD-506A ON EXISTING 8" SANITARY SEWER PIPE, IE = 2601.5 (FIELD VERIFY). S5 U S5. PROVIDE & INSTALL 84LF NEW 8" DIA. SDR 35 PVC SEWER SERVICE PER EP \ ISPWC SECTION 504 @ 1.0%. 4" CLEANOUT TO BE INSTALLED AT PIPE 45 \ x DEGREE BEND PER ISPWC SD-506A (NON-TRAFFIC RATED). S8 S \SS _ S6. PROVIDE & INSTALL 264LF NEW 8" DIA. SDR 35 PVC SEWER SERVICE PER EX RIM = 2610.04' \ �\ EXISTING HORSE FENCE. ISPWC SECTION 504 @ 1.0%. \\ F NEW RIM = 2611.54' \ EX SEWER SERVICE STUB ST PROVIDE & INSTALL NEW 48" MANHOLE PER SD-501.INV (8��) � REPAIR ANY FENCING = +-2602.8 DAMAGED DURING � RIM = 2614.00 EX INV(24") = 2600.82' �� \\ / (FIELD VERIFY) 40-0 CROSS ACCESS CONSTRUCTION 8" IE IN(N) = 2605.10 EX INV (8") = 2601.34' \� \\ EASEMENT X >< 8" IE IN (SE) = 2605.10 \ \ CP#55 8" IE OUT (W) = 2605.00 G\ \ ° S8. INSTALL (3) 24" DIA., 6" MANHOLE GRADE RINGS TO RAISE RIM RETAIN & PROTECT EXISTING Q ELEVATION BY V-6" TO NEW ACCESS ROAD FINISH GRADE. OLDCASTLE \\ IRRIGATION PIPING U O MHGR OR APPROVED EQUAL. \ I 0� _ _ NO. REVISION ISSUE DATE i x _ Gi \ �,�ONAL FN \\ \ X � A III m@� '� Call before you Jig. X \ \ U AREA THREE 14( 4 C NLADVANCE BEFORES YOU DIG,GRADE,OR O G EXCAVATE FOR THE J �,9 MARKING OF UNDERGROUND®� MEMBER UTILITIES \ \\ EXISTING 24" DIA. Z \\\ \SEWER MAIN I ` �OAl1AS p EDGE OF <``G \ MATCHLINE SEE SHEET C1-3 WATERLINE MATCHLINE SEESHEETC1-2 \ \\ EXISTING HORSE FENCE. V A REPAIR ANY FENCING \ \ \\ DAMAGED DURING E \ �\ CONSTRUCTION v R A WESTERN CONSULTING 3 \ \ \ \\ u GROUP a \ \ \ C + \\ \ f \\\ Phone: 208.871.1502 berry4idaho@gmail.com N \ � \ \ � � MATCHLINE-SEE SHEET C1-1 - J EX SEWER SERVICE STUB SEE NOTE 3 a \ \ \ S$ INV (8") _ ±2603.5' - - - 045 CD \ \ \ (FIELD VERIFY) \ �" z \ \�\ u \ v \ v EX RIM = 2610.97' �i Gi AR A ONE x w U U W + \ -\\ NEW RIM = 2612.47 U zz� C5z o zEX INV(24") = 2601.39' 04 $ ++ \` EX INV (8") = 2602.07' RETAIN & PROTECT 1 a A a H \ EXISTING IRRIGATION \ u z a x U B \ F \ \ \ STRUCTURE AND PIPING A � a z � a� o T _ RODNEY EVANS +PARTNERS� ¢ a + + + + reandpartners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 \ \ \ E I11 MIDGROVE PLAZA �\ MATCHLINE - SEE SHEET q1 -1 _ _ �� KEY MAP 1450 E. FRANKLIN RD. EXISTING 90'-0" FIVE MILE \\ \ \\ - - - - 200 0 200 400 600 MERIDIAN, ,q ID 83642 CREEK EASEMENT f CD \ \ I SCALE: °=zoo' o° FINAL PLAT C) \ \ 3 C \ \ \ \ \\\ CIVIL UTILITY PLAN (2 OF 3) CD o � PROJECT CIVIL UTILITY PLAN AREA TWO 19007 SHEET J T N 30 0 30 60 90 DATE E i SCALE: 1"=30'-0" C1 2112121 -2 0 cz DRAWN BY CHECKED BY T Q NVD/DTB DTB v U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW NOTES 1. SEE DRAWING CO-1 FOR ADDITIONAL NOTES AND LEGEND. 2. COORDINATE WITH LANDSCAPE PLAN FOR LOCATION OF ANY SLEEVE FOR ONSITE PRESSURE IRRIGATION SYSTEM ALONG THE PERIMETER OF THE M SUBDIVISION. CONTRACTOR SHALL INSTALL ANY NECESSARY SLEEVES PRIOR TO PAVING AND CONCRETE WORK. AN ADDITIONAL SPARE 2" CONDUIT SHALL BE INSTALLED AT ANY LOCATION RECEIVING A SLEEVE. SPARE CONDUIT SHALL BE CAPPED ON BOTH ENDS AND WRAPPED WITH A LOCATE WIRE. 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. L 4. CONTRACTOR SHALL COORDINATE LOCATING AND ROUTING OF DRY UTILITIES (GAS, POWER, PHONE, CABLE, FIBER ETC.) WITH APPLICABLE LOCAL UTILITY CONTACTS. w# WATER NOTES EXISTING HORSE FENCE. W1. COORDINATE WITH CITY TO TURN OFF UPSTREAM VALVE AS REQUIRED REPAIR ANY FENCING TO ISOLATE N14-43 ON SEGMENT 8 119812. CONNECT TO EXISTING 8" DAMAGED DURING DIA. WATER MAIN. PROVIDE AND INSTALL FITTINGS AS NEEDED. CONSTRUCTION ju W2. ±10LF OF 6" DIA PVC WATER MAIN. PROVIDE & INSTALL NEW HYDRANT PER SD-404. THRUST BLOCK TO BE PROVIDED PER SD-403, 'TEE DETAIL'. K INV. 10.85' _ _ U W3. PROVIDE AND INSTALL±10LF OF 2" DIA POLYETHYLENE PIPE TO NEW X METER SD-402 &SD-403. W4. PROVIDE AND INSTALL±40LF OF 2" DIA POLYETHYLENE PIPE TO NEW N METER SD-402 &SD-403. W5. PROVIDE AND INSTALL±258LF OF 8" DIA PVC WATER MAIN PIPE. GI -� -- G U GI GI W6. THRUST BLOCK TO BE PROVIDED PER SD-403, 'BEND DETAIL'. W7. PROVIDE AND INSTALL±37LF OF 8" DIA PVC WATER MAIN PIPE. RETAIN & PROTECT EXISTING W8. ±4LF OF 6" DIA PVC WATER MAIN. PROVIDE & INSTALL NEW HYDRANT IRRIGATION PIPING PER SD-404. THRUST BLOCK TO BE PROVIDED PER SD-403, 'TEE DETAIL'. 60' EVANS DRAINAGE W9. PROVIDE AND INSTALL 2" BLOW-OFF ASSEMBLY WITH HAMMER HEAD J 1 EASEMENT J�J THRUST BLOCK. W10. PROVIDE AND INSTALL 8" DIA TO 2" DIA TEE. - U EXISTING 10" DIA. W11. PROVIDE AND INSTALL±15LF OF 2" DIA POLYETHYLENE PIPE TO NEW WATER MAIN METER SD-402 &SD-403. W12. PROVIDE TWO (2) 2" CONDUIT SLEEVES FOR PRESSURE IRRIGATION SYSTEM. COORDINATE WORKS WITH IRRIGATION INSTALLATION. s# SANITARY SEWER NOTES S1. CORE DRILL EXISTING SSMH TO PROVIDE CONNECTION FOR NEW 6" DIA. SEWER SERVICE FROM LOT 115. SET ELEVATION OF PROPOSED 6" DIA. SERVICE AT 1.0' ABOVE EXISTING 24" DIA. INVERT. PROPOSED 6" IE: H 2603.00'± (FIELD VERIFY). PROVIDE AND INSTALL BOOT TO ENSURE x 1 WATER TIGHT CONNECTION PER CITY STANDARDS. ENSURE ADEQUATE I U PRECAUTIONS ARE TAKEN PRIOR TO CORE DRILLING TO ENSURE TIMELY COMPLETION OF NEW CONNECTION. EXISTING 10" DIA. I S2. PROVIDE & INSTALL NEW 6" DIA. SDR 35 PVC SEWER SERVICE PER ISPWC WATER MAIN STUB SECTION 504 @ 1.0% MIN. CLEANOUT TO BE INSTALLED AT NEW SERVICE STUB. SEWER SERVICE WILL BE INSTALLED ACROSS EXISTING FIVE MILE x CREEK DRAINAGE. ENSURE ADEQUATE PRECAUTIONS ARE TAKEN PRIOR TO TRENCHING TO ENSURE TIMELY COMPLETION OF NEW SERVICE CONNECTION. G S3. CAP AND MARK END OF SEWER SERVICE PER CITY OF MERIDIAN DWG NO. SW3. S4. PROVIDE & INSTALL NEW 4" CLEANOUT PER ISPWC SD-506A ON EXISTING 8" SANITARY SEWER PIPE, IE = 2601.5 (FIELD VERIFY). u S5. PROVIDE & INSTALL 84LF NEW 8" DIA. SDR 35 PVC SEWER SERVICE PER ISPWC SECTION 504 @ 1.0%. 4" CLEANOUT TO BE INSTALLED AT PIPE 45 x + DEGREE BEND PER ISPWC SD-506A (NON-TRAFFIC RATED). S6. PROVIDE & INSTALL 264LF NEW 8" DIA. SDR 35 PVC SEWER SERVICE PER ISPWC SECTION 504 @ 1.0%. S7. PROVIDE & INSTALL NEW 48" MANHOLE PER SD-501. F u RIM = 2614.00 8" IE IN(N) = 2605.10 SEE NOTE 3 CP#59 x 8" IE IN (SE) = 2605.10 1 8" IE OUT (W) = 2605.00 I S8. INSTALL (3) 24" DIA., 6" MANHOLE GRADE RINGS TO RAISE RIM ELEVATION BY V-6" TO NEW ACCESS ROAD FINISH GRADE. OLDCASTLE v MHGR OR APPROVED EQUAL. EXISTING 12 DIA. WATER MAIN J NO. REVISION/ISSUE DATE I E x E N SFp Know„whars below. Ax Call before you dig. �� CALL 2 BUSINESS DAYS x IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Q F�p� ND ®p��g�V MEMBER UTILITIES D MATCHLINE-S x MATCHLINE-SEE SHEET C1-2 LLJ J fi-- � 0 AREA TWO U x ; WESTERN CONSULTING EXISTING HORSE FENCE ( N ) I GROUP ro Q C O \ m J MATCHLINE-SEE SHEET C1-2 Phone: 208.871.1502 berry4idaho@gmail.com N o Z MATCHLINE-SEE SHEET C1-1 - BASALITE x _ PROPERTY � o CD AR A ONE P4 '13 Ij g . 'u o _ m RODNEY EVANS f PARTNERS ¢ � a a X _ a + + + + 3 S - reandpartners.com+208-514-3300+1014 S.LaPointe,Boise,Idaho 83706 o EXISTING GRAVEL ACCESS ROADWAY. KEEP CLEAR + MIDGROVE PLAZA E Q DURING CONSTRUCTION. T KEY MAP 1450 E. FRANKLIN RD. MATCHLINE - SEE SHEET C1 -2 �CP#1 200 0 200 400 600 MERIDIAN ID 83642 ID cD '4 D SCALE: 1°=200'-0" FINAL PLAT � o \ D \ W W pW pW W W D W ` W o p - CIVIL UTILITY PLAN (3 OF 3) CD CIVIL UTILITY PLAN - AREA THREE PROJECT 19007 SHEET 1�u30 0 30 60 90 DATE � i SCALE: 1"=30'-0" 2/12/21 C1 -3 oD DRAWN BY CHECKED BY T Q NVD/DTB DTB U U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW NOTES 1. SEE DRAWING CO-1 FOR ADDITIONAL NOTES AND LEGEND. 2. COORDINATE WITH LANDSCAPE PLAN FOR LOCATION OF ANY SLEEVE FOR 4It 16 I—a" �" ONSITE PRESSURE IRRIGATION SYSTEM ALONG THE PERIMETER OF THE M SUBDIVISION. CONTRACTOR SHALL INSTALL ANY NECESSARY SLEEVES PRIOR TO PAVING AND CONCRETE WORK. AN ADDITIONAL SPARE 2" CONDUIT SHALL BE INSTALLED AT ANY LOCATION RECEIVING A SLEEVE. 2 0 SPARE CONDUIT SHALL BE CAPPED ON BOTH ENDS AND WRAPPED WITH ArA LOCATE WIRE. 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION. ANY MONUMENT DISTURBED BY THE CONTRACTOR 48.0' Lu SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE ±4.8' 7.0' ±36.2'---=o CONTRACTOR'S EXPENSE. L I SIDEWALK (D •� 4. CONTRACTOR SHALL COORDINATE LOCATING AND ROUTING OF DRY Ln p UTILITIES (GAS, POWER, PHONE, CABLE, FIBER ETC.) WITH APPLICABLE zi 1.5% u > LOCAL UTILITY CONTACTS. O 0� Z NOTE: ' 5"ICONCRETE SIDEWALK 1. CONSTRUCT PER ISPWC STANDARDS WITH 4" BASE PER ACHD SD-709 2. SIDEWALK CROSS SLOPE SHALL Q R# ROADWAY & SIDEWALK NOTES COMPACTED NATIVE FILL NEWGUTTER APPROX. SAWCUT LINE FOR BE TARGETED AT 1.50%AND NO .. NEW G GREATER THAN 200%TO COMPLY CAI C{� I R1. SAWCUT AND REMOVE EXISTING ACCESS DRIVEWAY. INSTALL . 4" OF 3/4" CRUSHED P-) APPROXIMATELY 46LF NEW T-0" SIDEWALK, CURB AND GUTTER PER K AGGREGATE 6" VERTICAL CURB & GUTTER AMERICANS WITH DISABILITIES (ADA) TYPICAL SECTION, C2-1. PER ACHD SD-701 STANDARDS. R2. SAWCUT AND REMOVE EXISTING ACCESS DRIVEWAY. INSTALL APPROXIMATELY 60LF NEW T-O" SIDEWALK, CURB AND GUTTER PER TYPICAL SIDEWALK SECTION - N . LOCUST GROVE RD . FIVE MILE CREEK PATH - E. FRANKLIN RD GATE TYPICAL SECTION, C2-1. NOT TO SCALE NOT TO SCALE CHLINE - SEE SHEET C2-2 40 L- . ..: .. - - - - - - - - - - _ _ .. �. .... : w ... f .... ...... zo 0 zo \ \ \ \ H \ .. ... \ \ .:. \ - - - - - - - - - - - \..:::.... .. ':':':':':'.'.. \ \ :::::. . \ + \ ... ... ..... ... ... ...... 40'-0" CROSS ACCESS EASEMENT EDGE OF '�O \ Ln ti WATERLINELn G \ ....... \ o \ o \ I Q ....... ..... ....... . ...... \ �c:.:.:.:..::. ::.:':'.. \\ IF EXISTING 90'-0" FIVE MILE CREEK EASEMENT 0 \ •'•'�'�� ••�•�• \ � NO. REVISION/ISSUE DATE oNAL — — E j< Ll ++�� KnavmAwrs below.:: ::: :: \\ I • I q Call before you dig. k:. AREA THREE 4784 \ LL •,•• •:,:::,: ` I CALL 2 BUSINESS DAYS •;, v IN ADVANCE BEFORE \ '.'.�....•.,.•.. I 0 YOUMARKING OF OR ,may I EXCAVATE FOR THE \ ` ��®� ��`®��o UNDERGROUND ••••• ........... V •••• ••••• MEMBER UTILITIES p�1INS :.�:.::::\ - MATCHLINE-SEE SHEET C2-3 — \ 1 SEE C3-1 & C3-2 FOR FIVE MILE LnIb — — �n CHLINE-SEE SHEET C2-2 PIZ=1 G? CREEK PATHWAY DETAILS MAT I O O 5 1 \ I O a I N N O � Q SEE NOTE 3 �° 1 \ :j:::'. I — AREATWO WESTERN CONSULTING CP#51 I I GROUP a 0 1 I S36' 09' 37"W I MATCHLINE-SEE SHEET C2-2 Phone: 208.871.1502 berry4idaho@gmail.com 1 G 32.53 0 J G J CD + c Qo \ U z a = W + c T I / \ \ C w S89'45'55"W 589.9 ' -� ��) O z P. U o uzp T O + RODNEY EVANS +PARTNERS EXISTING GATE TO BE IMPROVED FOR O reandpartners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 0 T CITY OF MERIDIAN PUBLICS WORKS & 3 PARK'S DEPARTMENT CONTROLLED ACCESS, PER DETAIL ON C2-1. T Q MIDGROVE PLAZA 0 O O KEY MAP 1450 E. FRANKLIN RD. o 200 0 200 400 600 MERIDIAN, ID 83642 CD A SCALE: 1 200'-0" FINAL PLAT E. FRANKLIN ROADo 2 0 0 STREET & SIDEWALK IMPROVEMENT PLAN (1 OF 3) CDIT z PROJECT STREET & SIDEWALK IMPROVEMENT PLAN - AREA ONE 19007 SHEET J T N 30 0 30 60 90 DATE i SCALE: 1"=30'-0" 2/12/21 C2- 1 0 cz DRAWN BY CHECKED BY T Q i NVD/DTB DTB v U 1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 AGENCY REVIEW NOTES 1. SEE DRAWING CO-1 FOR ADDITIONAL NOTES AND LEGEND. 2. COORDINATE WITH LANDSCAPE PLAN FOR LOCATION OF ANY SLEEVE FOR ONSITE PRESSURE IRRIGATION SYSTEM ALONG THE PERIMETER OF THE M SUBDIVISION. CONTRACTOR SHALL INSTALL ANY NECESSARY SLEEVES PRIOR TO PAVING AND CONCRETE WORK. AN ADDITIONAL SPARE 2" CONDUIT SHALL BE INSTALLED AT ANY LOCATION RECEIVING A SLEEVE. SPARE CONDUIT SHALL BE CAPPED ON BOTH ENDS AND WRAPPED WITH A LOCATE WIRE. 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. L 4. CONTRACTOR SHALL COORDINATE LOCATING AND ROUTING OF DRY UTILITIES (GAS, POWER, PHONE, CABLE, FIBER ETC.) WITH APPLICABLE LOCAL UTILITY CONTACTS. R# ROADWAY & SIDEWALK NOTES R1. SAWCUT AND REMOVE EXISTING ACCESS DRIVEWAY. INSTALL APPROXIMATELY 46LF NEW 7'-0" SIDEWALK, CURB AND GUTTER PER K TYPICAL SECTION, C2-1. R2. SAWCUT AND REMOVE EXISTING ACCESS DRIVEWAY. INSTALL APPROXIMATELY 60LF NEW 7'-0" SIDEWALK, CURB AND GUTTER PER TYPICAL SECTION, C2-1. � � Z � J MATCHLINE - SEE SHEET C2-3 — — - — — - — — - — — - - — - — — - — — - — — - — — - - — o m D D— — � � D �Ln 00 cn In - N 00 U b 00 o S89° 34' 03"E X X — — 332.51' — O s m I G \ I i x EP ... ....: ••:•.•:•:•:•:•:•:•:•:.•. F \ - 2�' NO. REVISION/ISSUE DATE x GI E \ . . .... ..... ... ...... \ .. .... ...... . .... ...... x CL can'Imoodig. AREA THREE x �� .:. ..:.:.:... 47 IN ADVANCE BEFORE \ A �• •••• \� CYOU DIG BUSINESSALL 2 S GRADE,OR N EXCAVATE FOR THE MARKING OF \ � UNDERGROUND MEMBER UTILITIES p `G ......\\\ MATCHLINE SEE SHEET C2-3 F� x — — \ \ MATCHLINE-SEE SHEET C2-2 \ \ o \\ \ ..Q...':::::.. \ WESTERN CONSULTING \ \ \ N ::::: : \\\ GROUP a \ SEE C3-1 & C3-2 FOR FIVE MILE C CREEK PATHWAY DETAILS .':::::. \ Phone- 208.871.1502 berry4idaho@gmail.com CD_ + \ f MATCHL_OE-SEE SHEET C2-1 — J zCD 0 _ Q N \ ...... .. \ .... ...... \ AR NE x > B � ........FC\\ • zaxv � cvidCaa � o '3 �\ .I� RODNEY EVANS + PARTNERS reandpartners.com+208-514-3300+1014 S.LaPointe,Boise,Idaho 83706 ` :.\ MIDGROVE PLAZA T ` � \ o� KEY MAP 1450 E. FRANKLIN RD. TC H I N E - SEE SHEET 2-1 L_ _ 20� o Zoo 400 60� w �\ — — — — — — — — — — — — — MERIDIAN, ID 83642 In \ ' '' SCALE: �°=zoo' o° FINAL PLAT O \ ':.. .\\ o 0 j N 0000 \ \ \ c 0 � STREET & SIDEWALK IMPROVEMENT PLAN (2 OF 3 ZCD N PROJECT STREET & SIDEWALK IMPROVEMENT PLAN - AREA TWO 19007 SHEET J T N 30 0 30 60 90 A�1) DATE oN i SCALE: 1"=30'-0" 2/12/21 C2-2 0 DRAWN BY CHECKED BY T Q NVD/DTB DTB v U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW NOTES 1. SEE DRAWING CO-1 FOR ADDITIONAL NOTES AND LEGEND. 2. COORDINATE WITH LANDSCAPE PLAN FOR LOCATION OF ANY SLEEVE FOR ONSITE PRESSURE IRRIGATION SYSTEM ALONG THE PERIMETER OF THE M SUBDIVISION. CONTRACTOR SHALL INSTALL ANY NECESSARY SLEEVES PRIOR TO PAVING AND CONCRETE WORK. AN ADDITIONAL SPARE 2" CONDUIT SHALL BE INSTALLED AT ANY LOCATION RECEIVING A SLEEVE. SPARE CONDUIT SHALL BE CAPPED ON BOTH ENDS AND WRAPPED WITH A LOCATE WIRE. 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. L 4. CONTRACTOR SHALL COORDINATE LOCATING AND ROUTING OF DRY UTILITIES (GAS, POWER, PHONE, CABLE, FIBER ETC.) WITH APPLICABLE LOCAL UTILITY CONTACTS. R# ROADWAY & SIDEWALK NOTES R1. SAWCUT AND REMOVE EXISTING ACCESS DRIVEWAY. INSTALL APPROXIMATELY 46LF NEW 7'-0" SIDEWALK, CURB AND GUTTER PER K INV. 10.85' X X X X S88° 29' 51"E X U TYPICAL SECTION, C2-1. 281.93' R2. SAWCUT AND REMOVE EXISTING ACCESS DRIVEWAY. INSTALL G APPROXIMATELY 60LF NEW 7'-0" SIDEWALK, CURB AND GUTTER PER GI GI GI GI GI GI GI G TYPICAL SECTION, C2-1. a a � GI GI 0 0 I 60' EVANS DRAINAGE " o c) J EASEMENT J 1 J❑ 0 0 0 N_ H 0 � x R2 0 G 0 0 o �Q ° 13.8 F� EX, S x a a IF D SEE NOTE 3 CP#59 l D NO. REVISION/ISSUE DATE 0 4 I w CD oCall nesorey alq.0 Z478 O CALL 2 BUSINESS DAYS o ` IN ADVANCE BEFORE -I YOU DIG,GRADE,OR EXCAVATE FOR THE 4 U ®�42p. MARKING OF ®F I'D UNDERGROUND p $L A MEMBER UTILITIES D MATCHLINE S o o — _ _ Ak x MATCHLINE-_SE ESHEET C2-� c� ° p e � 0 — ARE. TWO U 0 X WESTERN CONSULTING �1 N GROUP a o C \ MATCHLINE-SEE SHEET C1-2 Phone: 208.871.1502 berry4idaho@gmail.com N CD MATCHLINE-SEE SHEET C1-1 — 15 L3 0 \ o co U U W + AR A - NE x > a \ � c? z o o 0 U 1 6Aa6, u o za B A P. z � ¢ � x RODNEY EVANS + PARTNERS O m ® reandpartners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 a O T 3 N C 0 MIDGROVE PLAZA T KEY MAP 1450 E. FRANKLIN RD. Q Zoo o Zoo 400 soo MERIDIAN ID 83642 A MATCHLINE - SEE SHEET C2-2 CP#1 CD p SCALE: 1 Zoo'o° FINAL PLAT \ 0 — D D— — D D — cf) ��0� n �� o � � CO STREET & SIDEWALK IMPROVEMENT PLAN (3 OF 3) CDIT PROJECT STREET & SIDEWALK IMPROVEMENT PLAN - AREA THREE 19007 SHEET J T N 30 0 30 60 90 DATE oN F i SCALE: 1"=30'-0" 2/12/21 C2-3 cz DRAWN BY CHECKED BY T Q i NVD/DTB DTB v U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW NOTES \ G 1. SEE DRAWING CO-1 FOR ADDITIONAL NOTES AND LEGEND. •'�'`S�' �'�'�'�'�' \ � 2. COORDINATE WITH LANDSCAPE PLAN FOR LOCATION OF ANY SLEEVE FOR ONSITE PRESSURE IRRIGATION SYSTEM ALONG THE PERIMETER OF THE SUBDIVISION. CONTRACTOR SHALL INSTALL ANY NECESSARY SLEEVES \ ; \ CP #55 S8 0 PRIOR TO PAVING AND CONCRETE WORK. AN ADDITIONAL SPARE 2" 9 34 03 E CONDUIT SHALL BE INSTALLED AT ANY LOCATION RECEIVING A SLEEVE. ... .... — — y — SPARE CONDUIT SHALL BE CAPPED ON BOTH ENDS AND WRAPPED WITH :.:.:� \\ 332.51' A LOCATE WIRE. e .... . 2 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING o. I CONSTRUCTION. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE x \':.:.:.:.::.::.:.: c \\ - \ / CONTRACTOR'S EXPENSE. L GI 4. CONTRACTOR SHALL COORDINATE LOCATING AND ROUTING OF DRY GI \ UTILITIES (GAS, POWER, PHONE, CABLE, FIBER ETC.) WITH APPLICABLE Ep ; LOCAL UTILITY CONTACTS. MATCHLIN SEE FIVE MILE REEK TRAIL NORTH 5. EXISTING MATERIAL AND GENERAL FILL BELOW PROPOSED FIVE MILE �\ \ CREEK PATHWAY SHALL BE PLACED IN 6" MAXIMUM LIFTS, COMPACTED �+ \ TO 90% MIN. PER ASTM D698 OR ASTM D1557. 3/4"AGGREGATE BASE S EET o. .....:. \ COURSE SHALL BE PLACED IN 6" MAXIMUM LIFTS AND COMPACTED TO \\\ \ 95% MIN. .:.:.:.:.:. :.:.:.:.. OG# GRADING NOTES \ . .. , "k:�::•:�:.:ft` \ � �.;.. . �.�.�.� � \ G1. INSTALL APPROX. 780LF OF 14-0 WIDE PATHWAY ALONG NE SIDE OF FIVE MILE CREEK. SEE C3-2 FOR ADDITIONAL DETAILS. PATHWAY TO BE \ ' ... ...... �\ \ `\ LOCATED T-O" INSIDE EXISTING 90'-0" FIVE MILE CREEK EASEMENT. \ \ ... ... •:•:•:•:•. \ `.::.:::: :::::::::: \\ �. ..... \\ 14'-0" FIVE MILE G2. EXISTING GATE TO BE IMPROVED PER DETAIL C2-1 AND ALLOW FOR CITY x \ CREEK PATHWAY \ + \ �� ` �.::::::.. \ OF MERIDIAN PARK'S DEPARTMENT AND PUBLIC WORK'S DEPARTMENT \ x+� �c \ CONTROLLED ACCESS. GI : G3. CONSTRUCT 14'-0" TURN AROUND, 20'-0" IN LENGTH. G4. INSTALL APPROX. 780LF SILT FENCING A MINIMUM OF 2'-0"ABOVE THE ro \ \ \ HIGH WATER LINE OF FIVE MILE CREEK. c1' G5. EXISTING GRAVITY IRRIGATION PIPE TO BE REPLACED WITH C900 PIPE. f \ { \\ \'. •.. ...... \ COORDINATE REPLACEMENT WITH IRRIGATION WORKS. \ G4 — i . .... GRADING PLAN FIVE MILE CREEK TRAIL NORTH 30 0 30 60 90 H \ \ ` SCALE: 1"=30'-0" \�.....c �\ - - - - - - - - I°°J Ln \ \ I 0 G N \ \ �\\ 14'-0" FIVE MILE o \ \ CREEK PATHWAY — — — — — — — — — — — — — \ ... :•.:.•:•:::.. \ \ \\ \ ... ....:..x' 40'-0" CROSS ACCESS EASEMENT \ EDGE OF '�O \ LLn rI � \ \ WATERLINE .FG' \\ o J° Ln NO. REVISION/ISSUE DATE LLI ..::: \ ) O NAL \ �"3 Co \ x. . •:.:.•:.. Knowwws below. �� :.O: ..:... \ 07 Q. Can before you dig. c� \ :. . :: ::. \ O 1474 CALL BUSINESS DAYS \ �� \ IN ADVANCE BEFORE O T YOU DIG,EFOR OR 1 `y EXCAVATE FOR THE MARKING UOF N �� UNDERGROUND .:; :; �';:•" MEMBER UTILITIES D I � EXISTING 90'-0" FIVE MILE �, \ CREEK EASEMENT \\ \ .. . ... . c o 3 u O \ I LJ Q WESTERN CONSULTING GROUP C \ 0. Phone: 208.871.1502 berr 4idaho mail.com C \ I a ` ` I� r � z \n. ..,.. . . ...\ U Z Z � C7 Z $ B \ ':.::.:::'::.:::::::::\ SEE NOTE 3 a '" 1 � �•' •� AdZaO � RODNEY EVANS + PARTNERS z a a A, ' P #51 reandpartners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 1 \ I £ 0 1 I S36o 09' 37"W 3 1 �— \ ,: •:::::::: 32.53 MIDGROVE PLAZA \ a ..... � G5 1450 E. FRANKLIN RD. - - - - - - - - - - - - - - - - - _ — \ — •::::\ _— Q pF MERIDIAN, ID83642 q / \ H OHW CD ::. OHW OHW oHw� �� p FINAL PLAT W OHW HW OHW pS89CD °45 55 W 589.9 W W. ..... W s o 3 � � ❑J .:.:.. . ...... � of Q GRADING PLAN - FIVE MILE CREEK TRAIL o `� E. FRANKLIN ROAD G2 N GRADING PLAN - FIVE MILE CREEK TRAIL PROJECT 19007 SHEET J N T 30 0 30 60 90 DATE oN i SCALE: 1"=30'-0" 2/12/21 C3- 1 0 cz� DRAWN BY CHECKED BY T Q NVD/DTB DTB 0 U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW NOTES 1. SEE DRAWING CO-1 FOR ADDITIONAL NOTES AND LEGEND. 2. COORDINATE WITH LANDSCAPE PLAN FOR LOCATION OF ANY SLEEVE FOR ONSITE PRESSURE IRRIGATION SYSTEM ALONG THE PERIMETER OF THE M SUBDIVISION. CONTRACTOR SHALL INSTALL ANY NECESSARY SLEEVES PRIOR TO PAVING AND CONCRETE WORK. AN ADDITIONAL SPARE 2" CONDUIT SHALL BE INSTALLED AT ANY LOCATION RECEIVING A SLEEVE. SPARE CONDUIT SHALL BE CAPPED ON BOTH ENDS AND WRAPPED WITH 0+00.00 1+0 .00 1+20.00 0+0 11 0.00 1+00.00 2+00.00 A LOCATE WIRE. 2620.0 2620.00 2620.0 2620.00 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION. ANY MONUMENT DISTURBED BY THE CONTRACTOR 45.00' 45.00' 45.00' 45.00' SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 26.00' 14.00' PA HWAY 26.00' 14.00' PATHWAY 5.00' 5.00' LANDSCAPING 4. CONTRACTOR SHALL COORDINATE LOCATING AND ROUTING OF DRY LANDSCAPING I UTILITIES (GAS, POWER, PHONE, CABLE, FIBER ETC.) WITH APPLICABLE z LOCAL UTILITY CONTACTS. w N z 5. EXISTING MATERIAL AND GENERAL FILL BELOW PROPOSED FIVE MILE Lu w 2, CREEK PATHWAY SHALL BE PLACED IN 6" MAXIMUM LIFTS, COMPACTED Lu Lij 0°/° I N 2 TO 90% MIN. PER ASTM D698 OR ASTM D1557. 3/4"AGGREGATE BASE � w I � r� \\,T\,��\�r\�' � ____---- - COURSE SHALL BE PLACED IN 6" MAXIMUM LIFTS AND COMPACTED TO Lu////rr/r//� -Lij / \\ J _ 95% MIN. W OG# GRADING NOTES LL ��r�\' 3:1 riirr\ i\`�r\`'�\�`��' G1. INSTALL APPROX. 780LF OF 14'-0"WIDE PATHWAY ALONG NE SIDE OF u '\� I Lu \ri`r 1 �' FIVE MILE CREEK. SEE C3-2 FOR ADDITIONAL DETAILS. PATHWAY TO BE 2610.0 SILT FENCE 1 2610.00 2610.0 U- �'r 2610.00 LOCATED 5'-O" INSIDE EXISTING 90'-0" FIVE MILE CREEK EASEMENT. U I G2. EXISTING GATE TO BE IMPROVED PER DETAIL C2-1 AND ALLOW FOR CITY OF MERIDIAN PARK'S DEPARTMENT AND PUBLIC WORK'S DEPARTMENT CONTROLLED ACCESS. 12" COMPACTED 3/4" SILT FENCE G3. CONSTRUCT 14'-0" TURN AROUND, 20'-0" IN LENGTH. AGGREGATE BASE �OURSE 12" COMPACTED 3/4" I G4. INSTALL APPROX. 780LF SILT FENCING A MINIMUM OF 2'-0"ABOVE THE COMPACTED N T VE FILL AGGREGATE BASE PURSE HIGH WATER LINE OF FIVE MILE CREEK. COMPACTED NATIVE FILL G5. EXISTING GRAVITY IRRIGATION PIPE TO BE REPLACED WITH C900 PIPE. COORDINATE REPLACEMENT WITH IRRIGATION WORKS. H 2600.0 2600.00 2600.0 2600.00 0+00.00 1+00.00 1+20.00 0+00.00 1+00.00 2+00.00 TYPICAL SECTION - STA. 3+32 .00 -(fTYP I CAL SECTION - STA. 6+00 .00 30 0 30 60 90 30 0 30 60 90 G SCALE: 1"=30'-0"HORZ. 1"=T-0"VERT. SCALE: 1"=30'-0"HORZ. 1"=3'-0"VERT. F NO. REVISION/ISSUE DATE E s NAB. ��r'E N Sao Knowwhars below. CL Call before you Jig. �7 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EX HE MARKING OF ®F%® V UNDERGROUND MEMBER UTILITIES D oo Ln Ln O -1- 03 o EXISTING TOP BACK OF + r 0 03 O 8 ACCESS DRIVE CURB N Ln CD Q 2620.00- II ± `� `N 2620.00 > + N 0� N O Ln � o WESTERN CONSULTING � � Q O N � J Q > Q > N + O cn U W w Q w + r` CAI N w W J > � N Ln GROUP Q C o C0 '�OXO �\i�\\\ 3 0� > > j 12" COMPACTED 3/4" w J Q W II II II 00 Phone: 20F3.F371.1502 berry4idaho@gmaiLcom N oC)c ,/�///, J > Q > AGGREGATE BASE COURSE CD O N COMPACTED NATIVE FILL > o I I I I I I I I ri\'ri�ri\�\'r��ri�ri\'ri�ri�ri�ri�ryri�ri�r m � > � J � � � W + \rr\rr\rr\r�\rr\rr\rr\rr\rr\/r\rr�r\/r\rr\rr\rr\rr\ \ 0 0' V C > r~ > Q > rf`` \\Sri\' \\Sri\'ri\Sri\\ \ r��ri\\��\�ri�ri\\�ri\'ri�ri\�i\ \ w x �7 cW7 w (D w w \'V'''`''i\ \\' \ \ � \ \'ri\Sri��ri\\' ' `yri\\\ p d � \�r��%\\'r% B w �?.;`a�.,��?i��i.Z�.,��?, .��>`i �`(il�!%1 � '�\'\r''\'� ';\��', `t',`�' ¢ Q a N .(`r \`�� ' fir` \rw�r'r' �r'r'�'r' ' 'r' ' 'r' �r'r' rrr?Gri z¢a + za+ c+7 0a+4 0 VC o S w i� ,r `/yr r r r r �,��i?r,.r1�a.1• \�.yr r r ��,ri r r ,/ r ri r\ri`ri\ ri r r ri r r r r r ° 3 rean,��\\�\\r\\�\ d artners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 [i .y/\/, P T 2610.0 2610.00 .3 MIDGROVE PLAZA 1450 E. FRANKLIN RD. MERIDIAN, ID 83642 CD A FINAL PLATCD 3 0 U 2605.0 80.2605.00 0 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 7+ 77 GRADING SECTIONS - FIVE MILE CREEK TRAIL CD z PROJECT PATH CENTERLINE PROFILE - FIVE MILE CREEK TRAIL 19007 SHEET J T N 30 0 30 60 90 DATE oN i SCALE: 1"=30'-0"HORZ. 1"=T-0"VERT. 2/12/21 C3-2 ID DRAWN BY CHECKED BY T s? NVD/DTB DTB v U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW