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Home My WebLink AboutCONSTRUCTION DRAWINGS o o O o 0 0 0 PEBBLEBROOK SUBDIVISION . -26 _77111hl M Rl IAN I AHO 0 4 LD= RS B=2024=0015 FP=2024=0014 0 o e SEC. 25 TAN R.1W 0 LEGEND PROJECT CONTACTS VICINITY MAP 0 FOUND BRASS/ALUMINUM CAP TBC TOP BACK OF CURB OWNER TE AMO DEPACIO, LLC INDEX OF SHEETS ® 5/8" IRON PIN WITH PLASTIC CAP TBC-R TOP BACK OF REVERSE CURB T.208.948.7012 ® CALCULATED POINT TVC TOP BACK OF VERT. CURB W/O GUTTER FINAL PLAT CIVIL ENGINEER ERICKSON CIVIL, INC. CONTACT DIC,LINE ® FOUND 5/8" IRON PIN WITH PLASTIC CAP TRC TOP BACK OF ROLLED CURB PROJECT MANAGER - ROSS ERICKSON P.E. C1.0 COVER SHEET, LEGEND, & CONTACTS 48-HOURS 6213 N. CLOVERDALE ROAD SUITE 125 C1.1 NOTES BEFORE DIMNG FOUND 1/2" IRON PIN WITH PLASTIC CAP WALK TOP OF WALK BOISE, IDAHO 83712 C1.2 TOPOGRAPHIC SURVEY -800-342- O SET 1/2" IRON PIN WITH PLASTIC CAP CONC CONCRETE SPOT ELEVATION T.208.846.8955 C1.3 DEMOLITION PLAN C.208.867.3954 SS SS EXISTING SEWER LIP LIP OF GUTTER ROSS@ERICKSONCIVIL.COM GD.0 GRADING PLAN - OVERALL W W EXISTING WATER FL FLOW LINE GD.1 GRADING PLAN -WEST z PROFESSIONAL LAND SOLUTIONS, INC. GD.2 GRADING PLAN - EAST U _O CABLE EXISTING CABLE AC ASPHALT LAND SURVEYOR PROJECT MANAGER - CLINT HANSEN P.L.S. GD.3 PICKLEBALL COURTS J > GRADING PLAN - DETAILS EXISTING CENTERLINE EP EDGE OF PAVEMENT 231 E. 5TH AVE. GD.4 p o 0 MERIDIAN, IDAHO 83642 U m - EXISTING DITCH EG EDGE OF GRAVEL T.208.288.2040 RD.O ROADWAY-TYPICAL SECTIONS Q CHANSEN@LANDSOLUTIONS.BIZ RD.1 ROADWAY- N. GARBO AVE (STA 1+00 TO 3+42.13) UJI YO 0 EG EG EXISTING EDGE OF GRAVEL CL CENTERLINE RD.2 ROADWAY- N. GARBO AVE &W. CHOLLA HILLS ST. (STA 1+00 TO 6+60) 0 0 Lu IRRIGATION NORTH SLOUGH LATERAL USERS ASSOC. F2D.3 ROADWAY-W. CHOLLA HILLS ST. (STA 6+00 TO 10+00.12) m EP EP EXISTING EDGE OF PAVEMENT BOW BACK OF WALK 2 w DISTRICT ROD WAGNER RDA ROADWAY-W. GLEASON ST. &CT. (STA 1+00 TO 7+60) Q J x EXISTING FENCE FG FINISHED GRADE T.208.761.0041 RD.5 ROADWAY-W. GLEASON ST. (STA 7+60 TO 13+60) L w m RD.6 ROADWAY- N. BORGNINE AVE. (STA 13+60 TO 16+22.19) 6i B_ Lu F/0 EXISTING FIBER OPTICS GND GROUND PRESSURE PRIVATE HOA SYSTEM RD.7 ROADWAY- N. MERIDIAN RD. FRONTAGE F GAS GA EXISTING GAS CMP CONCRETE PIPE IRRIGATION WATER SUPPLIED BY THE NORTH SLOUGH RD.8 ROADWAY- PEDESTRIAN RAMP GRADING- 1 w w LATERAL USERS ASSOC. RD.9 ROADWAY- PEDESTRIAN RAMP GRADING-2 z 0 IRR EXISTING GRAVITY IRRIGATION RCP CORRUGATED METAL PIPE RD.10 ROADWAY- PEDESTRIAN RAMP GRADING- 3 10 JT JT EXISTING JOINT TRENCH PVC PVC PIPE CITY OF MERIDIAN BUILDING DEPARTMENT RD.11 ROADWAY- DETAILS \O sr EFNG/,f, OH P EXISTING OVERHEAD POWER 33 E, BROADWAY AVE. SD.1 STORM DRAIN (ACHD)-AREAS 1, 2, 3&4 O F F MERIDIAN, ID 83642 Q� `r PI PI EXISTING PRESSURE IRRIGATION T.208.887.2211 sD.2 STORM DRAIN - DETAILS 1 EXISTING TREE SD.3 STORM DRAIN - DETAILS 2 3 SD EXISTING STORM SDA STORM DRAIN - DETAILS 3 WATER SERVICE CITY OF MERIDIAN WATER DEPT. � 7-$-24 �o T EXISTING TELEPHONE EXISTING LIGHT PROVIDER 2235 NW 8TH ST. oER� o� " SS.0 SEWER OVERALL SS �S MERIDIAN, ID 83646 SS.1 SEWER LINE A(STA 1+35.26 TO 3+77.83) T/FO EXISTING TELEPHONE & FIBER ❑O EXISTING MAILBOX T.208.888.5242 SS.2 SEWER LINE B (STA 1+00 TO 6+60) TOE EXISTING TOE OF SLOPE SS.3 SEWER LINE B (STA 6+60 TO 12+16.10) -260 _ EXISTING CONTOUR SEWER SERVICE CITY OF MERIDIAN SSA SEWER LINE C (STA 1+00 TO 5+32.28) •• co co co • TOB EXISTING TOP OF BANK ° PROVIDER 33 E, BROADWAY AVE. SS.5 SEWER LINE D (STA 1+00 TO 5+06.28) 2 '• '• �2600_� PROPOSED CONTOUR MERIDIAN, ID 83642 " " coUGP UGP EXISTING UNDERGROUND POWER T.208.898.5500 W.1 WATER PLAN -WEST cn , SS SS PROPOSED SEWER EXISTING SIGN W.2 WATER PLAN - EAST co •• cn POWER IDAHO POWER COMPANY co • 8" - SAN ( PROPOSED 8" SEWER O EXISTING MANHOLE SCOTT PINKSTON P1.1 PRESSURE IRRIGATION - PLAN 6" - SAN ( PROPOSED 6" SEWER T.208.388-5446 P1.2 PRESSURE IRRIGATION - DETAILS 4" PROPOSED 4" SEWER SAN ® EXISTING INLET GAS INTERMOUNTAIN GAS CO. G1.1 GRAVITY IRRIGATION - KNIGHT LATERAL ( �o TONIA KINGSTON W PROPOSED WATER EXISTING FIRE HYDRANT 90 T.208.377.6866 SL.1 STREET LIGHT PLAN -CITY OF MERIDIAN za 1" W PROPOSED 1" WATER o PROPOSED FIRE HYDRANT TELEPHONE CENTURY LINK SG.1 SIGNAGE & MAILBOX PLAN 0. 1-1/2" W PROPOSED 1 .5" WATER LEO ARTEAGA zw �m 2" W PROPOSED 2" WATER PROPOSED VALVE T.208.385.2440 LEO.ARTEAGA@CENTURYLINK.COM 6" W PROPOSED 6" WATERS PROPOSED METER DATUM + BENCHMARKS j4 og 0 �z 8" W PROPOSED 8" WATER SWPPP SYMAN, LLC o @ PROPOSED BLOW-OFF PREPARER DAVE EVERSON PROJECT DATUM: NAVD 88. CONTRACTOR SHALL CONFIRM NAVD 88 ' N> 10 W PROPOSED 10 WATER 2101 DELTA DR. w- ELEVATIONS AND LOCATIONS FOR ALL PROJECT CONTROL POINTS �U 12" W PROPOSED 12" WATER _ �''� WATER FITTINGS NAMPA, IDAHO 83687 PRIOR TO START OF CONSTRUCTION. T.208.287.842010 Jw SD 2101 DELTA DR.PROPOSED STORM DRAIN ® O PROPOSED SAND AND GREASE TRAP =o NAMPA, ID 83687 TO BE ESTABLISHED AND VERIFIED IN FIELD BY SURVEYOR >w PI PI PROPOSED PRESSURE IRRIGATION CONCRETE CURB AND GUTTER CP# X co ow IRR PROPOSED GRAVITY IRRIGATION V3 EP EP PROPOSED EDGE OF PAVEMENT ° CONCRETE a H c 3 K Y Z O �3 O EG EG PROPOSED EDGE OF GRAVEL 1:1 IRRIGATION BOX � � � � SAWCUT PROPOSED SAWCUT ■ ca C SLOPE DIRECTION OF DOWNWARD SLOPE PROPOSED DITCH CENTERLINE ■ ■ ■� :+ G N DIRECTIONAL STRIPING ; ■ ' Z z a TOB PROPOSED TOP OF BANK . ��F � W LL TOE PROPOSED TOE OF SLOPE CABLE RISER ■ W Q m z co ad o 0 �o } PUID EASEMENT J ~ W YLn � m POWER/ELECTRICAL / U �X - - - - - - - - - - - - - - - - - - - PROPOSED GRADE BREAK / � a a o 0 Lu TELEPHONE RISER � TFC�HNIC �� TIC FAQ E VA � F 4 � Z JOB NUMBER: 4 PROPERTY LINE / �jH �/ �/ �/ �/ U IDB2338 0 SIGNAL JUNCTION BOX POWER/TELEPHONE POLE W DATE: 7-8-24 N Q SIGNAL > SHEET NUMBER: J co CLEANOUT // / �Ik / P O j� ///�// � C� V� BENCHMARK 1 DETAIL NUMBER KEYED NOTE �� w cl m O t \ \�\�\ \ \�\ \ \ \�\ \�\�\ \�\ \ \�\ \ \�V�� XX SHEET NUMBER � � � �� i c J GENERAL NOTES WATER NOTES STORM DRAIN NOTES 1. ALL CONSTRUCTION WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)" 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ADA COUNTY HIGHWAY DISTRICT(ACHD), AND THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY AND ENVIRONMENTAL PROTECTION AGENCY(EPA)CURRENT ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. CONSTRUCTION GENERAL PERMIT(CGP).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A 2. THE DESIGN AND APPROVAL OF THIS PROJECT INCLUDED CONSULTATION WITH THE US ARMY CORPS OF ENGINEERS BOISE REGULATORY OFFICE. ALL WORK SHALL BE MINIMUM OF TEN (10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED IN WRITING BY THE DESIGN ENGINEER AND ACHD. COMPLETED IN ACCORDANCE WITH THE US ARMY CORPS OF ENGINEERS DETERMINATION LETTER INCLUDING BUT NOT LIMITED TO ALL CONDITIONS AND INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 3. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REQUIREMENTS INCLUDED THEREIN.CONTRACTOR SHALL OBTAIN A COPY OF SAID DETERMINATION LETTER AND INCLUDE ALL WORK IN THE BID FOR THE PROJECT- DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN T OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE NO SEPARATE PAYMENT SHALL BE MADE. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. APPROVED BY THE PUBLIC WORKS DEPARTMENT. 3. THIS PROJECT INCLUDES A LICENSE AGREEMENT WITH THE NORTH SLOUGH WATER USER'S ASSOCIATION.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 4. NO DISCHARGE SHALL BE MADE TO THE STORM DRAIN SYSTEM UNTIL THE SITE IS STABILIZED AND PAVED. THE EXISTING STORM DRAIN FACILITIES SHALL BE SAID LICENSE AGREEMENT. CONTRACTOR SHALL OBTAIN A COPY OF THE LICENSE AGREEMENT PRIOR TO BID AND INCLUDE ALL WORK IN THE BID. SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE PROJECT ESC/SWPPP PLAN AND AS DIRECTED BY THE 4. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). CONTRACTOR'S PROJECT RESPONSIBLE PERSON. DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. 5. CONTRACTOR SHALL CLEAN THE STORM DRAIN SYSTEM INCLUDING ALL PIPES AND STRUCTURES ONCE FINAL SITE STABILIZATION HAS OCCURRED AND ALL GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. SEEPAGE BEDS, DRAINAGE SWALES). BMP'S ARE REMOVED. PROVIDE DOCUMENTATION OF CLEANING WITH CLOSEOUT DOCUMENTS. 5. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF 6. ALL STORM DRAIN TRENCH AND STRUCTURE BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. 6. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 7. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY 6. PLACE WATER SERVICE LINES IN A TWO(2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. 7. STORM DRAIN PIPING AND STRUCTURES SHALL BE TESTED IN ACCORDANCE WITH DIVISION 6 OF THE ISPWC. CONTACT ENGINEER 48-HOURS IN ADVANCE TO PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. SEEPAGE BEDS, DRAINAGE SWALES).THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND COORDINATE WITNESS OF TESTING. 8. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 8. CONTACT THE CITY OF MERIDIAN AND THE OWNER'S GEOTECHNICAL REPRESENTATIVE FOR INSPECTION OF THE PRIVATE STORM DRAIN SYSTEM SEEPAGE VALVES. 7. ALL WATER LINES SHALL HAVE A MINIMUM 4.0'BURY DEPTH. BED EXCAVATIONS PRIOR TO PLACEMENT OF ANY SAND MATERIALS. 9. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING 8. ALL WATER LINE TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 9. CONTRACTOR SHALL COORDINATE AND PROVIDE TESTING AND DISINFECTION AS REQUIRED BY THE CITY OF MERIDIAN. ACHD STANDARD T /� ND /t, RD NOTES 10. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A) BACKFILLING TRENCHES FOR PIPE; (B)PLACING OF 7. WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS H n I H'v H NOTES AGGREGATE BASE; (C)PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. AND DRAWINGS. 11. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION 1. ALL CONSTRUCTION WITHIN THE EXISTING OR FUTURE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CURRENT EDITION OF THE I.S.P.W.C.AND ACHD SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY,STANDARDS,AND THE I.S.P.W.C.WILL BE ALLOWED UNLESS SPECIFICALLY AND ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. SEWER NOTES PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. , 12. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 2. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAYS. ' 13. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16)AS WELL AS THE STANDARDS MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE ADA COUNTY HIGHWAY DISTRICT AND TO THE ENGINEER FOR APPROVAL PRIOR TO ENGINEER. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER, STORM DRAIN,AND IRRIGATION)SHALL BE A COMMENCING WORK WITHIN THE RIGHT OF WAY. 14. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES(INCLUDING INFILTRATION BEDS AND DRYWELLS)AT LEAST 25 FEET FROM WATER MAINS.THIS MINIMUM OF TEN (10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 4. RETAIN AND PROTECT ALL TREES, SHRUBS,AND UTILITIES UNLESS OTHERWISE NOTED. REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC CONTACT DMNE 15. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY; NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTOR DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 5. TEMPORARY EROSION PROTECTION OF THE SURFACE STORM WATER RUNOFF DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 48-HMRS SHALL FIELD VERIFY AND CONFIRM EXISTING LOCATIONS, DEPTHS, SIZES,AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. UNDERGROUND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. COMPLY WITH LAWS AND REGULATIONS RELATED TO STORM WATER DISCHARGES AND SEDIMENT AND EROSION CONTROL. CONTRACTOR SHALL PROVIDE WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEDIMENT AND EROSION CONTROL PLAN (SWPPP)TO ACHD IN ACCORDANCE WITH ACHD STANDARDS. BEFORE DKagNC UTILITIES WHICH MAY EXIST ON THE SITE HAVE NOT BEEN SURVEYED AND ARE NOT ALL EXHIBITED ON THIS PLAN. IN ADDITION TO VERIFICATION OF THE EXACT ( ) LOCATION, DEPTH, SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY, DIGLINE SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 1-SOO-.34Z-1585 (1-800-342-1585),AND ALL PRIVATE ADJACENT PROPERTY OWNERS PRIOR TO CONSTRUCTION TO ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE IDENTIFIED. (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE WITH NO ADDITIONAL PAYMENT FROM OWNER. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY IDENTIFY, LOCATE AND 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT PRESERVE ANY AND ALL UNDERGROUND UTILITIES. FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). 7. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS. SIDEWALK AND PEDESTRIAN RAMP CROSS SLOPES SHALL NOT EXCEED 1.50%. PEDESTRIAN RAMP LONGITUDINAL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 15:1. THERE ARE NO TOLERANCES TO THESE POTHOLING IS REQUIRED 5. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL TESTING AND CLEANING AS REQUIRED BY THE CITY OF MERIDIAN. REQUIREMENTS. NEW PEDESTRIAN RAMPS AND SIDEWALKS THAT HAVE CROSS SLOPES IN EXCESS OF 1.5%SHALL BE REMOVED AND REPLACED WITH NO CONTRACTOR SHALL POTHOLE EXISTING UNDERGROUND UTILITIES AT ALL LOCATIONS WHERE NEW FACILITIES CROSS EXISTING UNDERGROUND UTILITIES AND 6. ALL SEWER MANHOLES AND CLEANOUTS SHALL HAVE CONCRETE COLLARS. SEPARATE PAYMENT. NEW PEDESTRIAN RAMPS THAT HAVE LONGITUDINAL SLOPES GREATER THAN 15:1 SLOPE SHALL BE REMOVED AND REPLACED WITH NO z WHERE EXISTING UTILITIES RUN ADJACENT TO NEW FACILITIES WITH LESS THAN 10-FEET OF HORIZONTAL SEPARATION. CONTRACTOR SHALL DETERMINE THE 7. SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS SEPARATE PAYMENT. p EXACT LOCATION, DEPTH,SIZE,AND MATERIAL OF THE EXISTING UTILITY AT THE CROSSING LOCATIONS,AND FOR ADJACENT UTILITIES WITHIN 10-FEET OF NEW J W FACILITIES. CONTRACTOR SHALL ASSESS CROSSING AND ADJACENT UNDERGROUND UTILITY CONDITIONS AND DETERMINE WHETHER ANY NEW FACILITY AND DRAWINGS. 8. ALL PEDESTRIAN RAMPS LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES J CONFLICTS EXIST WITH EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION AND ORDERING OF ANY CONSTRUCTION MATERIALS(IE. SHALL BE CAST INTO CONCRETE(STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"YELLOW". Q STRUCTURES, PIPE,VALVES, FITTINGS,APPURTENANT ITEMS, ETC.). NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS EXIST. IF UTILITY CONFLICTS ARE NOTED, m COORDINATE SHALL SYSTEMAND PROVIDE EXISTING ASNTHE UTILITY SURVEY POINT DATA CAD FILES FOR THE SHALL UTILITY TO G WELL CIVIL, INC. IN IN ADVANCE OF AUTOCAD FORMAT ON THE TO ORDER MATERIALS GRADING NOTES 9. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF ADA COUNTY HIGHWAY DISTRICT OR THE APPROVED CONSTRUCTION PLANS. Q U) Z SO THAT ADEQUATE TIME IS ALLOWED FOR THE ENGINEER TO MAKE DESIGN ADJUSTMENTS, IF NEEDED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 10. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE ACHD RIGHT-OF-WAYS, THE PROJECT OWNERS REPRESENTATIVE WILL PARKING LOTS Y Q AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. W O 16. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND 0 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE 0 W FUNCTIONING. KEYING, CLEARING, GRUBBING, EXCAVATION, EMBANKMENT,AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND 11. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING pp 2 17. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND SUPERVISION OF THE OWNER'S GEOTECHNICAL CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: 2 J BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL Q m AREA. BE OVERSEEN, INSPECTED,TESTED,AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY W 00 LU 18. CONTRACTOR SHALL REMAIN IN FULL COMPLIANCE WITH ALL APPLICABLE POLICIES, ORDINANCES OR OTHER REQUIREMENTS OF ALL AGENCIES, MUNICIPALITIES OR 2. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. EQUIPMENT DURING TRENCHING OPERATIONS. F POLITICAL SUBDIVISION HAVING JURISDICTION. 3. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY F 19. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPE TRANSITION FITTINGS FOR PIPE SIZE AND MATERIAL CHANGES. NO SEPARATE PAYMENT SHALL BE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. SURFACE. w w MADE FOR THIS WORK. CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY SIZES AND TYPES AT POINT OF CONNECTION TO EXISTING UTILITIES PRIOR TO START OF 4. IF REQUIRED,CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF 0 WORK. ENVIRONMENTAL QUALITY IDEQ). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST REGIONAL IDEQ OFFICE(208.373.0557). CONTRACTOR SHALL SUBMIT TO C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MACH LINE O I a 20. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A MINIMUM PERIOD OF TWO(2)YEARS FROM THE DATE OF IDEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. ACCEPTANCE, OR LONGER IF REQUIRED BY A JURISDICTIONAL AGENCY. CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. TONAL D. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT 21. ALL WORK PERFORMED IN THE PUBLIC RIGHT-OF-WAY REQUIRES THE CONTRACTOR TO OBTAIN A WORK PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT 24-HOURS 5 MATERIAL. SHALL OBTAIN APPROVAL OF ALL SUBGRADES FROM OWNER'S GEOTECHNICAL ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY FILL MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. �<tS�G\STE PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NO SEPARATE PAYMENT SHALL BE MADE. Q 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. 6. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORP OF E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES AND PROVIDE A COPY OF SAID ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. 3 APPROVED PLAN TO ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE. 7. STRIP AND STOCKPILE TOPSOIL PER THE GEOTECHNICAL REPORT RECOMMENDATION AND DISPOSE OF DEBRIS OFFSITE.THE DEPTH OF STRIPPING WILL F. THE ASPHALT CUT LINE IS A 2.0'MINIMUM FOR PAVEMENT PATCHES (INCLUDING DRIVEWAY APPROACHES,AND UTILITY CUT STREET REPAIRS.) VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE. SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT,AND STABILITY,AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE ISPWC STANDARDS FOR STREET REPAIRS(SEE SD-301,SD-303,AND SD-806(MINIMUM LP 7-8-24 OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING WORK. O O 23. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE GEOTECHNICAL REPRESENTATIVE. LOCATION OF CROSS-SLOPE). �qTF OF STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER PRIOR TO PLACEMENT. O 24. ALL LOGS, STUMPS, ROOTS, BRUSH,VEGETATION OR OTHER DEBRIS NOT SUITABLE FOR STRUCTURAL FOUNDATION SHALL BE REMOVED FROM CONSTRUCTION 12. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT SS /( ER\GAS AREAS. THICKNESS OF TOPSOIL TO BE REMOVED MAY BE ADJUSTED BY THE OWNER'S GEOTECHNICAL INSPECTOR BASED ON ACTUAL FIELD CONDITIONS. ALL 8• STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL REPORT. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY OR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED ON SITE AS DIRECTED BY OWNER,ARCHITECT OR PROJECT ENGINEER. STOCKPILED MATERIALS THAT ARE 9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMIT OR TO REMAIN,AND WHICH TREES ARE VARIANCES FROM POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR NOT USED ONSITE SHALL BE HAULED OFF AND DISPOSED OF BY THE CONTRACTOR AT THEIR EXPENSE,AS DIRECTED BY OWNER OR ARCHITECT. TO BE REMOVED. REMOVE TREES AND ROOT BALLS AS DIRECTED BY OWNER. THE PROJECT: NONE. • • 25. ALL AGGREGATE COURSES OR SURFACES SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 800 OF THE ISPWC. 10. TOPSOIL AND OTHER STOCKPILE AREAS,TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. C �� :• :• R 13. FOR SUBDIVISION SIGN INSTALLATION-OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. • 26. CUT AND FILL SLOPES SHALL BE PER PLANS. IN NO CASE SHALL ANY SLOPE BE STEEPER THAN 3:1. (HORIZONTAL:VERTICAL) 11. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. • • . • .• .• .• 27. CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE 12. ALL MATERIAL FURNISHED ON, OR FOR,THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES, OR AS SET FORTH HEREIN, 14. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. > 00 00 � • HORIZONTAL AND VERTICAL LOCATIONS,TYPE, DEPTH, MATERIAL AND SIZE AND PROVIDE THE AS-BUILTS TO ENGINEER FOR RECORD DRAWING PREPARATION. NO WHICHEVER IS MORE RESTRICTIVE.CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS S AT THE REQUEST OF AGENCY AND OR THE ENGINEER. 0 SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. • � 1 28. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO 13. ALL EXCESS EXCAVATED EARTH MATERIALS SHALL BE HAULED OFF SITE AND BE DISPOSED OF BY CONTRACTOR-NO SEPARATE PAYMENT SHALL BE MADE. ENVIRONMENTAL RESTRAINTS " C\l co CONCRETE(ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE C� CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS AND ACHD STANDARDS. PRESSURE IRRIGATION 29. RETAIN AND PROTECT ALL TREES, SHRUBS,AND UTILITIES UNLESS OTHERWISE NOTED. 1. POLLUTION: COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. PROTECT 30. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE. AGAINST THE CONTAMINATION OF SOIL,WATER, OR AIR BY OIL, FUEL, FLUID SPILLS, CHEMICALS,GARBAGE, DEBRIS, OR OTHER WASTES AT ALL TIMES. 31. CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO HARD SURFACING, LANDSCAPE,AND IRRIGATION REPAIR FOR WORK TO 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. EQUIPMENT: EQUIPMENT IS TO BE SERVICED ONLY IN SERVICE AREAS. TAKE MEASURES TO PREVENT SPILLS OF OIL OR OTHER FLUIDS. a a BE CONSTRUCTED IN EXISTING IMPROVED AREAS. o. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION 3. SANITARY: PROVIDE SANITARY FACILITIES FOR ALL WORKERS. w 32. CONTRACTOR SHALL RESET ANY EXISTING SURVEY MONUMENTATION INCLUDING BUT NOT LIMITED TO PROPERTY PINS, BRASS CAPS, DISTURBED AS RESULT OF SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. CONSTRUCTION. 4. DUST CONTROL: HAVE AVAILABLE AT ALL TIMES ADEQUATE SPRINKLER EQUIPMENT TO ABATE. NO EXTRA PAYMENT WILL BE MADE FOR SPRINKLING 33. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND 3. SEE LANDSCAPE PLANS FOR PRESSURE IRRIGATION SUPPLY AND DISTRIBUTION DESIGN. OPERATIONS. FAILURE TO CONTROL DUST MAY RESULT IN TEMPORARY SHUTDOWN OF THE PROJECT. PROVIDE ALL WATER NECESSARY FOR SPRINKLING o BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. OPERATIONS. a 5. SITE PROTECTION: LIMIT WORK TO ONLY THOSE AREAS AS DEFINED ON THE PLANS AND ONLY AS NECESSARY. PROTECT EXISTING SITE AGAINST DAMAGE g� CITY ROADWAY NOTES w AND EROSION. �m 00 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SWPPP PREPARED FOR THIS PROJECT. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD 7. THE CONTRACTOR IS RESPONSIBLE FOR NOI'S WITH EPA AND ALL STATE AND LOCAL PERMITTING. &g AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO ANY CONSTRUCTION. 8. CONTRACTOR SHALL PREPARE AND SUBMIT (2)TWO COPIES OF THE COMPLETE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP)TO ACHD o 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. CONSTRUCTION SERVICES AT THE TIME THE RIGHT-OF-WAY PERMIT APPLICATION IS SUBMITTED. ALLOW 72-HOURS FOR ACHD REVIEW AND APPROVAL. > ci ui w> �a �r UTILITIES �o J� 1. CONTRACTOR SHALL COORDINATE JOINT TRENCH UTILITY CONSTRUCTION FOR ALL UTILITY RUNNING LINES AND DEVICES. NO SEPARATE PAYMENT SHALL BE �w MADE FOR THIS WORK. ok �3 2. CONSTRUCT PUBLIC STREET LIGHTS IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS. PROVIDE ALL WORK AND MATERIALS REQUIRED,AND a CONNECT STREET LIGHTS TO POWER. COORDINATE WORK WITH IDAHO POWER. �3 a� 0 3. ALL UTILITY TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. 03 0 1 4. UTILITIES INCLUDING WATER, SEWER, GAS, CABLE, POWER,AND TELEPHONE SHALL BE PROVIDED AS SHOWN ON THE PROJECT PLANS AND SPECIFICATIONS. N CONTRACTOR TO COORDINATE WITH THE RESPECTIVE UTILITY COMPANY FOR UTILITY IMPROVEMENTS. 5. CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANY TO PROVIDE STRUCTURAL BACKFILL FOR ALL UTILITY TRENCHES. N U � Z � a - � W M � W Q p}p Z � oo Of H O O N N m Y/ qrm w 0-1 U �X Z p w w a U 0 a 0- o 0 �1 JOB NUMBER: A, IDB2338 0 W DATE: 7-8-24 1 OSHEET NUMBER:W �/� Z �/ F_ cl 0 1 U CP&F INST. NO. 2017-072471 24 19 x W. CHINDEN BLVD A� PARA \\ ; B MOAN l SUED PGS I V I SI DN; IV O ; W � L� _ 24R��----_ _ 14797-114799 24 ; \ ;Q � � 24 C _ I �22c.' `— C24 RG — 1 ' 24 RC I \--� 24 RC 24 Rc 24 \` 24 RC iz I ; 1 N RG o ° ' — = _ ; PARA �C / — --_ BK OUNT SUBDIV I UNPLATTED 46 -___- I 1�8, POS I SI dN N0. I 1 � I I I 1 1 3o Rc 6 ——____ 15�46 ' 15048 2 1 7 30 RC CV \ ` \ C 1 — I _ I I 1 3 1 1 I I , \\\` \\� _ 30 RC Nw m 1 `\ \ \\ 30 RC I -___ I o 8�S --- \\ \ \\ 30 RC I -- S 8 9°3 5'0 0"E 42 0. 0 8' 25' W.C. 11\ CONTACT DK;�JNE v n � \\ \I \ �d 8` 30 RC io ---------.5'0 0 E -- }�----------- 48-HOURS � II z J \ \ \ \ \ X \ BEFOIFE DKX3NC.� 0 - Cif j I \ `� i �� I I \ I /' / 2586- I \ o u � � O I \ ry I I \ I / I I I 1-800-342-1585 Ix QN m I s8e 8� I / 1 1 1 \ I_ ry \\\ I 00 1 1 ` Q z I \ \ I \\ �II \ \ \\ I cn I `\ � C� \ ` d 9z \ I / / W I I I z \ TAX\ PARCEL SO425142030 \ I -, � ; 1 I I I v O_ \ \ I 1 I I > J L--I i I i I I J c/) �s�s \ \\ I I I I I '� x l Q II I I J > \ \\ 0\\�. MERIDIAN RD. \- �'�d8�, \\ ; I-' I w ; I o m o \ \ OI I 1 I \ \\ \\ �s8� I \ <ill / \- E.O. I Q ; 1 °II I 1 W 0 \ \\ \\ `\\ III —,� \ �\ OI I I co 2 • E.G. \ I 1 \ \ I I W • = / \ �\ \I Q J / \ \ I co LLI co w LJJ TOTAL AREA 13 . 94 AGRES \\ / \\ i ❑— I I I 0 \\ I .�\ \ II I I I o a � \ \ I ! � 1 _ 1 I I I I � •� I I CONTROL AND // ' i \ �� ; I \� PARCEL 50425141 I_ ��c� i I I i TOPOGRAPHIC ° / � / \ \\ I \ I \ \\\ �\ ` -_-- E.G. I o I I SURVEY PREPARED BY LAND SOLUTIONS, INC. N. MERIDIAN I ' _ . . .. .• .. 0 co co 3 � co I � Gz'/ \\\ \ I \\ \\\ NIL11 I 1 Cb / I / `f LEGEND ; _ l /� 11 l Tom ----- `� I /�1 i \�\\ _ I I N 00 • FOUND 1/2" DIAMETER IRON PIN STREET LIGHTo / B� / �/�' / / I / r��TOF___—_—_-_ / �\ I I I `z ® FOUND 5 8" DIAMETER IRON PIN Q Q r1 /� I/ / ; I II VP / .7� � N I I I o0 / SIGNAL POLE l / �S p V/ / x J I • FOUND ALUMINUM CAP MONUMENT o MAILBOX 11 Gs SUN �V n/ Q FOUND BRASS CAP MONUMENT ® SIGNAL JUNCTION BOX /l 23�,�4 /V 21 / N Ij I "� 01 \ I I zQ ❑ CALCULATED POINT 24 / �� / I I I 2590 �\ 1 I s © POWER BOX / 0 / "\?� �, — — PROPERTY BOUNDARY LINE ® CATCH BASIN �� 2589— I I o —— ADJACENT PROPERTY LINE A� AIR CONDITIONING UNIT / / � , - 66 ------------------------- EASEMENT LINE AS NOTED RR RAILROAD CROSSING ARM/SIGNAL // /� I 2588 //— 2590 , I I =o - - - - SECTION LINE -------- CENTER LINE d SIGN / � \ ` 1— SURVEY TIE LINE ° TELECOMMUNICATIONS RISER //' `—_ ,/' • N II II10 FENCE LINE Aw- POWER POLE 1 \� I\ �\ ; Il I zo CONTOUR LINE O WATER VALVE --——————————— � III FIRE HYDRANT I I LATERAL/IRRIGATION DITCH GATE • 1 �\ o I o3 IRR GRAVITY IRRIGATION LINE o SD STORM DRAIN LINE IRRIGATION STRUCTURE ® ORCHARD VALVE UNPLATTED i 'I i� ; o3 0 T TELEPHONE LINE O MANHOLE 1 26.42 I W.' I I II I I Z O F.O. FIBER OPTIC LINE BENCHMARK 1 1 Ili II I I I OHp OVERHEAD POWER LINE P UNDERGROUND POWER LINE ® GROUNDWATER MONITOR WELL i III 11� N 1 I I I N T OF 0 TOB TOP OF SLOPE DECIDUOUS TREE i it N i I N N I N G f 5 W Z L a TOE TOE OF SLOPE ii I 11 I ( > C W CD `1 FP EDGE OF GRAVEL EVERGREEN TREE/BUSH lol I y < w o co N m L!� EDGE OF PAVEMENT w WATER LINE 3 DECIDUOUS BUSH li Of I I i li o W W 0- LL 0 Z 0- 0- o 0 SS SEWER LINE N a Q JOB NUMBER: Rw� RECLAIMED WATER LINE li GAS GAS LINE IDB2338 0 CURB AND GUTTER 0 CURB I DATE: 7-8-24 � N TOPOGRAPHIC SURVEY O SHEET NUMBER: PEDESTRIAN RAMP 0 50 100 � Cl m2 LANDSCAPE BORDER FEET �I ® `�GAS MARKER U J 2R \ RC \\ 2R \ \ 2A \\ 2A Rc \ \ I 24 RC 24 RC 24 RC _ I 24 RC 2 —— 24 RC 24 24 RC 24 RC --- 24 RC _ 24 4 Rp 2 RC ---- .o I 24 RC _1' 24 RC 0 24 RC TP-1 a 4R 30 RCQ I 30 RC�3p RC RC 30 Re —�— 30 RC _----- Ne �3 RC� -�-- 30 RC __--- ,.0� 8 S so Rp mN 10 IF 0 30 RC —_ £ ------------------__--- - I N CONTACT DKYJNE 2 x x x x r--------R------- ----- I 10 4 4- ------ � � BEFORE DKagNC ' NIi I 1 9 x 6 �, � 1-800-W-=5 x Id 3 I TP-2 8� 2 I 2 4 x 1 a 8` 4 ' REMOVE GROUP OF I z 9 TREES AND SHRUBS 9 X TP-6 ' U O x x x am I J (� TP-3 d8� 17 0 x o ' m U -o o Y Lu O � i ae` 2 E.c. E.c. 15 0 p I O � w E.G. E.G. — x r • 1 x 15 E.c. 3 4 m 2 5 3 4 F0 NI Q co�Bd°1 TP-4 3 'd �- w co hlz i \dol 11 x I ~ F LU 3 a-do 18 3 I z � o I o f 11 x O a `\�Bd01 4 i v .� o h Op -" 9 ONAL \STE �FF o 4 9 E.G. \� N ' o E.G. o x i cPj 7-8-24 �O •\idol 5 - g 9 9 I �P�s TF OF 3 12 S K ER�C� or 6 3 nw, cyo ' 9 • . x i .. .. .. .• 00 •• • ' / • o 18 cn CD x c\j co \ram TP_5 f 4 16 m i ti � I i 18 2 N I m o ' opAFw dol d01 15 14 o a op Keyed Notes O Notes ��Tapdpl 7 15 9 8 1. ALL DEMOLITION IS INCIDENTAL TO THE WORK. rp do ° 9 g 5 X 1. EXISTING TEST PIT(5 TOTAL)RE-EXCAVATE TEST PIT TO NATIVE GROUND AND BACK FILL 1\ $ x 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS,AT CONTRACTOR'S EXPENSE,TO \ • , TO MEET STRUCTURAL FILL SPECIFICATIONS PER THE GEOTECHNICAL REPORT. THE OPENO ��•� , rp COMPLETE ALL WORK. WORK TO BE COMPLETED WITHIN THE PUBLIC RIGHT OF WAY WILL EXCAVATION SHALL BE BACKFILLED WITH COMPACTED GRANULAR STRUCTURAL FILL PER I �� I ag REQUIRE A PERMIT FROM ACHD. 2 , z GEOTECHNICAL REPORT(6"MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% `�,, MAX DRY DENSITY PER ASTM D1557). BACKFILL SHALL BE WITNESSED AND TESTED BY 3. ALL TRENCHING AND BACKFILL FOR REMOVAL OF PIPES&BEDDING MATERIALS,TEST ,� oci OWNER'S GEOTECHNICAL REPRESENTATIVE-CONTRACTOR SHALL COORDINATE PITS, DITCHES,TREES&ROOT BALLS,AND OTHER ITEMS TO BE DEMOLISHED, SHALL MEET w z- INSPECTION AND TESTING. STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE PROJECT GEOTECHNICAL '�i� 12 ' 2. REMOVE EXITING GRAVITY IRRIGATION PIPE AND BEDDING MATERIALS TO NATIVE SOIL. REPORT-CONTRACTOR SHALL COORDINATE COMPACTION TESTING AT A FREQUENCY TO 3 I �a BE ESTABLISHED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. MATERIALS USED THE RESULTANT OPEN EXCAVATION SHALL BE BACKFILLED WITH COMPACTED GRANULAR TO FILL RESULTANT EXCAVATIONS SHALL BE 6"UNCRUSHED AGGREGATE BASE PER / �•.�` 13 • o. I Jw STRUCTURAL FILL PER GEOTECHNICAL REPORT(6"MINUS UNCRUSHED AGGREGATE BASE ISPWC, COMPACTED IN 12"MAX LIFTS TO 95% MAX DRY DENSITY PER ASTM D1557. 9 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557). BACKFILL SHALL BE 4. COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT TO CLEARLY MARK TREES TO BE WITNESSED AND TESTED BY OWNER'S GEOTECHNICAL REPRESENTATIVE-CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING. REMOVED,AND TREES TO BE SAVED PRIOR TO THE START OF DEMOLITION. 13 Y' 3. REMOVE EXITING STRUCTURE, FOOTINGS, SLABS AND UTILITIES TO NATIVE GROUND. THE 5. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP,CLEAN, UNDAMAGED RESULTANT OPEN EXCAVATION SHALL BE BACKFILLED WITH COMPACTED GRANULAR EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT PARALLEL TO THE 113 13 N �3 STRUCTURAL FILL PER GEOTECHNICAL REPORT(6"MINUS UNCRUSHED AGGREGATE BASE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW ANGLE POINTS. NO SEPARATE PAYMENT 13 w �� COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557). BACKFILL SHALL BE SHALL BE MADE FOR ADDITIONAL SAWCUT OR PAVEMENT REPAIR. WITNESSED AND TESTED BY OWNER'S GEOTECHNICAL REPRESENTATIVE-CONTRACTOR 6. FIELD LOCATE, REMOVE AND DISPOSE OF EXISTING SEPTIC TANKS IN ACCORDANCE WITH SHALL COORDINATE INSPECTION AND TESTING. THE CENTRAL DISTRICT HEALTH DEPARTMENT STANDARDS. ° 03 0 4. REMOVE EXISTING FENCE. 7. FIELD LOCATE AND EXISTING DRAIN FIELDS IN ACCORDANCE WITH THE CENTRAL DISTRICT 5. REMOVE EXISTING CONCRETE. HEALTH DEPARTMENT STANDARDS. 6. REMOVE EXISTING CONCRETE DITCH. 8. THE EXISTING IRRIGATION PIPES AND DITCHES CONVEY DRAIN WATER YEAR ROUND- N 0 7. REMOVE EXISTING FOOT BRIDGE. CONTRACTOR SHALL PROVIDE TEMPORARY RE-ROUTING OF DITCHES SO THAT FLOW 8. REMOVE EXISTING CONCRETE IRRIGATION BOX. THROUGH THE SITE IS NOT DISRUPTED. 9. REMOVE EXISTING TREE-TREE REMOVAL SHALL NOT OCCUR UNTIL TREES TO BE I w o m L6 RETAINED AND PROTECTED ARE CLEARLY FLAGGED IN THE FILED BY OWNER. o a > c? c? Y 10. REMOVE EXISTING GRAVITY IRRIGATION PIPE FROM EXISTING IRRIGATION MANHOLE-SEE I Z a m z c000 Of GRAVITY IRRIGATION PLANS FOR REQUIREMENTS. N Q O Onclo 11. EXISTING OVERHEAD POWER TO BE REMOVED-COORDINATE WORK WITH IDAHO POWER a II a w ¢ L o x z r COMPANY. p w w a � Q 12. REMOVE EXISTING MAILBOX. Z 0- 0- o 0 O 13. RETAIN&PROTECT EXISTING TREE. O 14. ABANDON EXISTING WELL IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF WATER L JOB NUMBER: N RESOURCES REQUIREMENTS. EXISTING WELL(S)MUST BE DISCONNECTED FROM ANY r 1 DB2338 o BUILDINGS THAT REMAIN WITH VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC J WORKS DEPARTMENT. WELLS THAT WILL NOT CONTINUE TO BE USED MUST BE PROPERLY N CQ DATE: 7-8-24 ABANDONED, DOCUMENTATION OF ABANDONMENT WILL BE REQUIRED TO BE SUBMITTED N G m DEMOLITION PLAN TO THE CITY. CONTACT IDAHO DEPARTMENT OF WATER RESOURCE FOR ABANDONMENT. SHEET NUMBER W 15. REMOVE EXISTING HYDRANT AND ALL ASSOCIATED UNDERGROUND PIPING. G y 16. COMPLETELY REMOVE EXISTING STEEL RISER. 0 50 1003 17. REMOVE METAL SHEETING. N I w • FEET NI x 18. REMOVE EXISTING DITCH. T_ 6P/ 4P 4 C R 6PI_ I 4 C� 6Pj 4P/ 4 RS _ 4 RC 6 4pI PI 24 —EP — 4 —_ ® 1 \ \ __ Rc I \\ _ RC 6�� _ I I \ \ 24 _ � x Rc Rc 6PI / � {o _ \ 111 \ 4P/ 0 6 5-1 III \\ I 1 -__-- ■ 3-1 _ 30 Rc6P/ ——_—_ ■ � I I l I 30 Rc 6PI ---_ ■ I \ \\ \ III I I l l P/ ■ I c= I 3 \ I I \\ 2-1 / 4-3 0 Rc �PI —— C I I J 6P/ L---------� ' — / r gW — 30 RC6FV s — --- J — 8W S 3p Rc 6P/ I �j icy O 11 3-3 \\> �� \ _ 6Po !� o: 0 7-1 I \ i/ — 8vv — — Pi — — -- ——— ----- 1 _ '�N 1-1 C� / ,�� / l.:" l I\ I �l�/ �_ 8W 8w 1 . 8w 1 I I i I OL / I I I II \ / 1 '--_ HILLS Sr - �� - 20-2 s� I I/, I \ I \ I C$ / 2-3 > 5-3 J► I I -__ rn� �' Lam\ l '`S �� I 11 III -7 /-__- ---- ----- J I /.::• : � � 1 I 1 II r 2-4 / -- 1 r-----J- CO / 0 ■ II �\\\\\,\ \ //// ////////// \\ \/y�//// \�\ �8 w •. 8 \aW \ - �_ r/gTl p/\ /l l �I I, IIII Iy I■■ 3-a74\J I 1 1I \I 1 I III II I I I I II I I I I I I 1 II I II I I I 1I II�II II-UFII ----- � _\I r/\t9-2 �I II I I CONTACT DICL IN E 9 48-HOURS4-4 8-1 I BEFORE DIGGING SE E SHEET 54 W — � o � � -800-342-1585IL �----I ------P L Q 7-4 LV 9-1 Z -J Z / \ - \ l I 1 I \ _4 1 I1 I J �m I ------\ z co/ J o - - 19-4 f - ------ — -- U 6P� `/�� i��/l l�// l// /l l /l� ��.:... \ � 8w // //l/// // / ■/// // / //// I\\ ,// / �\\ \y\< \\\\ I ZI — I II II O > _ \ \ I 11-4 mo � I / / / / ■ / / I \ l l -- 4p. \..\. 6 Q 12-1 / 18-4 / _ I I I I LLI 0Lu SEE SHEET GD2 13-1 // / / /// \\ / / ■ 1\t8-2 - i II I I I 2 Lu m 14-4 I / I I I I I Q m W m \- I - I IIII 1-2 IOC 7I 15- I I I Lu zLu > I \ I ` /� v I I O � II I I III I af 2-2 / / ■ 8 I - \\\ \_- I / \21=2 I I I : 0 IIII o a L ———— - __---- - - ��Pl lT/ l / l l/ ■ �FqS '8 ::, -- ,— --�-I--- II I I Z 3-2 / , ,, 0/� w I \\� F I o , I \ /I �V. I I I , Q I I ASS\ONAL 14-2 I< I4-2 IIII Q� Q- F UJ 5-2 IN � // 1\ \: \!� \ - _ ___ I I I 7-8-24 0 l l \ l l \8W \\\\- - \I ICI III �TFOF \�P1�1 8-2 \ / �� _ / � / / / �\ ' • \ \ice._, ., ,.�. I� I I �\ , I . . Grading Notes P/ / , , , , \ \ II 1NO .. . . ■ �� I / / / \\-0 INN \ of I I . . . 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF ■ �I i / / / / _--- \ \�l \ 7 I I I UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, ■ ... J I co co EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND // 9_2 I / I \\ \\ Y / I rl II I u \ I I I - REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND ■ / / I I I / 111— \ / II I P I I I • SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A ■ \ J l I I�I I / 10-2 III II I \\ o \ I I I COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE ■ � I I II II— t2�2 I OVERSEEN, INSPECTED, TESTED, AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. k 4 1/ I� / / I I +1-2 w � . 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA I/ I I \\ LI I J �/- - {- a I IIII a 10 UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. �� 4 I Imo/ I I �� I I� I III I III I o ow CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION I 3. IF REQUIRED, ��\\\ I / I I % V I � II <z PERMIT FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY IDEA). CONTACT THE SOUTHWEST REGIONAL IDEA OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEA A DEWATERING PLAN WHICH o OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. p Li I� ��\ I I I z� ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS �� I II' .rL I N I I I g BEFORE IT LEAVES THE SITE. N oo 4. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT GRADING PLAN OVERALL AND RECOMMENDATIONS PROVIDED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. i I \ I I I a= 5. THE SUBGRADE WITHIN THE ROAD RIGHT OF WAYS SHALL STRIPPED, COMPACTED, INSPECTED, AND PROOF 0 50 100 -La - I I 1 \ I I O = ROLLED WITH A HEAVY RUBBER TIRED FULL LOADED TANDEM AXLE TRUCK/TRAILER, OR EQUIVALENT, FEET I III W w� PRIOR TO PLACEMENT OF FILL MATERIAL FILL MATERIAL WITHIN THE ROADWAY AREAS SHALL BE IIII I I COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL PER ASTM D1557. I IIII' II I II I I �� Ihl' I I I 6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE I I I I PROJECT LIMIT OR TO REMAIN, AND WHICH TREES ARE TO BE REMOVED. REMOVE TREES AS DIRECTED BY III N10 OWNER. 11 I v l 1 I I II III �� 7. TOPSOIL AND OTHER STOCKPILE AREAS, TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER I I I BEFORE THE START OF CONSTRUCTION. II I III 0w ¢3 8. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY. I I J3 r 9. ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE QO.- a0 O Z o�3 O APPROVING AGENCIES, OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT W N THE REQUEST OF AGENCY AND OR THE ENGINEER. > O 10. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF O N PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR z TO TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX Z w 0" � LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT a � T� w of ad CONTRACTOR'S EXPENSE. a m z � °° J o °oo } 11. ALL PEDESTRIAN ROUTES, AND SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL w w z r SLOPE OF PEDESTRIAN ROUTES (EXCLUDING CURB RAMPS) SHALL NOT BE GREATER THAN 5.0% o w w 0-u- ¢ O MEASURED IN THE DIRECTION OF TRAVEL; THE CROSS SLOPE MEASURED PERPENDICULAR TO THE a 0- o O DIRECTION OF TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX. Z LONGITUDINAL SLOPE OR CROSS SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT 0 JOB NUMBER: CONTRACTOR'S EXPENSE. ID62338 N 12. PROVIDE 1-FOOT WIDE FLAT LANDING IN LANDSCAPE AREAS ADJACENT TO ALL SIDEWALKS. DATE: 7-8-24 SHEET NUMBER: ui /A GD.0 FG-MA:2586.22- 2 Legend 4 - .FG-MA:258565--__ 24 3 _ - \ ' FG: FINISHED GRADE r 24 R c 6P/ EX: EXISTING �\�- 4PI _ 24 - \ 4 RC 6 6P/2 Rc 6_ 6 - 7_ I i� i \ TRC: TOP OF RIBBON CURB ELEVATION. 4P/_ 24 RC - / AC: FINISHED GRADE OF ASPHALT 4P/ 24 R 6 C Ply _ FG-MA:2585.98 4P/ 24 RC 1 x MATCH FIN SHED GRADE OF CONCRETE \ --_ 24 P - RC CON 6 /� ■ 24 FG-MA:2586 R C .26- -__ Z ■ FL: FINISHED GRADE OF FLOW LINE 24 RC SJ20I ■ 4P/ 24 Rc 6P/ ■ \ \ \ 1 I \ __ 3 24 Rc P/ 4PI 24 RC 10 FG-MA:2586.95'4- ■ \ \ 1 1 �- O 4PI_ �c --__ : Keyed Notes \ I I I _____ 4PI 2a a FG-MA:2587.32-__ ■ \ \ \ \ 5-1 I I 1 1 r I _ CON:2587.19 ■ s h FG MA:2586.75-- __ 1. RETAIN & PROTECT EXISTING FENCE. I \ \ \ I 1 \ 1 1 FG:2587.09 �p� tt A 4 _ ■ I 6-1 \ \ IQj� I \\ 1 I 3-1 A, 30 RC 6PI 3 FG-MA:2586.89--- 7 _ : 2. GRADE BREAK. FG:2585.73 / CON:2587.01 4P P/ __ _ ■ 3. MATCH GRADE AT PROPERTY LINE. 1 • \ ,. _4PI 30 Rc 6P/ --____ ■ 4. CONCRETE SIDEWALK PER PER ACHD 4-1 `\ , CON:2587.11 1.5/°� o _4PI 6P/ FG-MA:2586.96" ___ ■ SUPPLEMENTAL DRAWING SD-709 -(SEE \ 30 I\ 1 1 \ � I \ \\ \\ I I I \r\\� \\ l r �� e� '� c � _ RC 6P/ 6 - -- ■ 4/RD.11). \ \ \ \\ l \ 'y h h °j _ ■ FG:2586.98 \\ .0 -__ 30 1 FG-MA:2587.06 -__ ■ 5. NOT USED. \ \ \ \\ _ FG:2586.47 / \\ 6p/_ n ____■ 6. RETAIN & PROTECT EXISTING GRAVITY CON:2587.04 2 N ^rib 4 30 RC FG-MA:2587.17 IRRIGATION. \ \ \ - FG:2585.01 L I l 1 \ �p / \\ Y. _ - Y� ■ 1 \ 4� CON:2586.95 _ 3p RC 3 6P1 7. RETAIN & PROTECT EXISTING PRESSURE , \\ FG:2585.20 - - \\ FG:2585.23 I - I \ 4-3 i IRRIGATION. 2-1 FG:2588.04 CON:2586.85 / 2587 8. SEE SHEET GD.3 FOR PICKLEBALL COURT FG-MA:2584.69 \\ \ \ / / CON:2586.87 8w - Bw - REQUIREMENTS. _ _ _ _ _ _ ; •. / =zo 4 / _ 8W_ - CONTACT DICaLINE s -0i / p / FG:2586.55 / o 8 w _ 48-HOURS:, 86.02 6EFOFE DIGGI NG FG:2585.00 FG:2584.83 CQLL I 800-342-1W5 FG:2585.06 LLS S-r. Notes LU Vp/ LU 3-3 FG:2586.62 - ' W•• _ 7-1 cf) 1. ADJUST ALL IRRIGATION VALVE RISERS AND : .. SPRINKLER BOXES TO MATCH FINISHED CO IF 2587.06 1 I W GRADE. 1 I FG:2586.97 z / 1-1 o FG:2586.09 \\ �� 1 __ Cn FG-MA:2584.21 P / : a / / ./ 1 -- J 0- ------------- \�94 FG:2 7.1 �� -5 1 ---0.6°i° CO z FG:2584.76 \ \ I \ P ? \/ 2-3 > ti 5-3 ti � 1 � 1 �■ Y Q /.. a , `\\J' // a FG:2586.68 / \ I C4 ■ O 0 O O FG:2584.58 / � / •` � \ W CL CL FG:2584.70 1' �\\ FG:2586.73 CON:2587.15 \\ •-�-1� 1 1 W / FG:2585.27 /\\\\ / 4�/ l / ` 4p/ \ \ I 2� 1 i 00 2 FG:2584.87 / ui FG:2585.64 \\\ ~� / / �� o`r �\ I 1 /I Q m 8w \ l \ \ \\\\\ 5 a FG:2586.69 / "/ \ J 4p/ I \ I /i41 ■ LLI 00 is \\\ � ° CON:2587.15 1 \ I I ■ H LU � / / \ 8w / \ d6+ \\ / �/. '... ^o h 4p FG:2586.80 1 \ I I FG:2585.27 \ J Mr �� J I \ 1 1 ■ F- 8-, / / \\ 8w �l \Cb 1-3 \ / 5 � / �V 33° $ •°.1�•' •, i` \=°� / \\ I \ 1 ' I ■ z 0 0 / / FG:2584.53 : . Sg FG:2585.25 \ / 'I > --- ■ a \ \ FG-MA:2584.57 / / / `\ \8 / 2 I 1 ■ O 1 / Z CON:2586.61 , , I NAL 25$5 \\\\ \ l 7: , / l 4 ,FG:2586.86 �\ L\ ��SS\O STE��G�iji I 5 l\ l l 0 8w \\\ l CON:2586.37 Q `�o' \ \ \\ FG:2586.27 / .w"' / /\\ 4P/ ■ Q � FG:2584.81 \" \ \ FG:2585.70 ,:.r ; :.. o, / � FG:2587.10 CUT AND INSTALL WATERTIGHT CAP ON / 9-1 / �/ 8S 8w :� \ / a� , s L EXISTING PIPE ENTERING MANHOLE / / /\ \ '"� ��° °:'• / / / / 3 \ �\ •.. • ., �\ CON:2586.32 .;zo%•. .� • � 8•.� / /\\ ■ / / \ / \\ \ \1/w./' s FG:2585.84 -_�\ �ej // / , // / \ 7-8-24 O MV 15,g243' \\\ / l l \ l / \\\ \ \• _I (_ \ • // l \ ° �O JA', '°..•.•• -.•i� \ U4 o of �k 0o' l l l l l TSB) ■ Pp�T OF �P�� fiOF DH c\ FG:2585.17 SoHS�8S 8w FG:2586.2� y / / / / / ■ SS /( ER�G�S uH UD DUE TOP 4p/ 10-1 / / \8\ CON:2586.50 11 ■ 7 6p/ �\ // \---- \�/ / / / / \\\\ \ \\ 8 ,/ CON:2586.61// / / 19-4 // / ■ 0 . • U FG-MA:2584.78 \\ \ \\ / / / /^ FG:2585.54 CON: / / ��/ ■ • • . • • • • .v� 6p/ \ \\\,l /l %l 11-1 // gS FG:2586.20 / 2585 / / // / // 18-4 : , .. .. .• • FG: .83 / / ■ iL 6pl \\ P \\ �' / / l / // // // / // FG:2585.84 ?S86 / // / FG:2585.84 // / : 1 EXISTING GRAVITY IRRIGATION / \\ , / \ 8s\ / / ■ . • DRAIN PIPE TO BE ABANDONED IN PLACE FG-MA:2584.73 6p/ \4p/\ \ l l 11 // / 12-1 // / \ \ CON:2585.97 / // 6 \\ / , // FG:2586.20 CON:2585.92 w FG:2586.04- / 8S \\ / Q o c FG-MA:2584.70 \ per \ / / / / / / / COS o FG:2586.24' I w 13-1 ��(/ / \ FG:2586.20 8s 8w a 7 FG:2585.92 � \,' �' G4FA 8 \8 <m ti� / / / FG:2586.20 �\ SO'Y Sr w 258 N Z. h l l 1 8S 6 �o FG-MA:2585.47 6p/ FG:2585.92 8S\ \ o o H 7 3 /6p/ L Q LI0 \1-2 / / LIJ o g / / \ FG-MA z 2585.74 6p/ \\ \\\` / / \\ = a Z \ \\ / � \ 2586 \ D 1 6pp ,/ / // FG:2586.19 CO Lu gLn oz / 2-2 ' \ rU FG-MA:2586.56 / , \\\\ U ' WH'ZSJ S \\ \ Q/ / / QU se• p \ \\\ \\ / l l l , l ■ zo 3-2 FG-MA:2586.76 '/ / , ■ >_ oa 3 ■ 3 �� i 6p/ _ S\\\\\__ / / / / / s/ ■ D o 4-2 ■ 3 r FG MA:2586.10 6 / \\ \\\ , : z U3 O W N r\ \\\ N \ 1 FG-MA:2586.33 6p/ \\\ \\ / / // ■ \_ 11■ Cw'J > Do� w / of FG-MA:2586.54 p z r It 3 4p/\�� ■ w YNv m IV 6p/ \; ■ w Q 2-� Z GRADING PLAN - WEST ' a W LL 6p a 0- o 0 30 60 FG-MA:2586.87 ■ z 4 FEET : 0 JOB NUMBER: / ■ a IDB2338 0 ■ DATE: 7-8-24 A SHEET NUMBER: _j /A G D. I SPI Legend 0 RC Fp, 6 -__ N ■ FG-MA:2587.30 6 ____ I o 3p 0 ■ - 1 A RC 6 QFG-MA:2587.31 7 ___ I I --- _ FG: FINISHED GRADE r ' . . . Rcl 6P/_ --- EX: EXISTING W gw TI 30 RC 6P 3 FG-MA:2587.20 6P1 6 I" TRC: TOP OF RIBBON CURB ELEVATION. H WA1ER-x565.18' _ ? WSI IAElLE`hL=x58A88' 3 AC: FINISHED GRADE OF ASPHALT _ O= FG-MA:2586.29 \ W : 8 _g_ 8w :' - -- --- -- 4 - -- -- -- -- -- -- -- -•FG2587.71 -- -- - _ \ �\ 30 RC MA: MATCH GRADE B 2 � «T� /r 1 --� PPS- - - ---- �:. s W 1 - - - �- - - - ��If=_--- : . ------------ - -TOP:2592.08 E CON FINISHED GRADE OF CONCRETE co Sg - 8w FG:2588.24 / n \ FL: FINISHED GRADE OF FLOW LINE S / I / 333.3% 32.88% II I \ c N 8W W 8W 8�V 8W ° 8W .. I I 1 � rn I I I I W. CH I 1 20-2 LO � I I II \ ■ �-__ - - _ N II A SR N 1 . ■1 - FG:2587.37 - �~ H�LLS S'r o s _ / S o I I S8 S8� S8 - � I I00 N N II \ Keyed Notes CON:2587.44FG:2587.57 O1 .. . . Q ; : s -------\ ° -----_FG:2587.30 o I I I/ I 1. RETAIN 8� PROTECT EXISTING FENCE. FG•2588 35 1 I 1 1 FG:2587.77 - 1 c _�% 33.3% -29.3% I : .. ■ 1 1 1 1 I -_ FG:2587.64 FG'2587.55 / 1 --------,__----- rn I 2. GRADE BREAK. I _ FG:2587.43 \ .., I FG:2587.91 / -TOP:2591.80 ao H I 1 o c ■ I I / / I I 1 --1 r-------- I----- 1 / I N I I I I N I _U F7 3. MATCH GRADE AT PROPERTY LINE. I I 1 y I r-----2588 1 �_ ■ I 1 / I 1 1 it I _ 1 / I I e I I I SUPPLEMENTAL DRAWING SD-709 - SEE ■ 3-74 1 1 1 1 I l l 1 1 1 CON:2587.52 :'I I I I I -25� --- -- I / I N I I I I 4. CONCRETE SIDEWALK PER PER ACHD ■ o I I I I I 11 ',�� ' I I I I I FG:2588.64 1 / 19-2 I I ll l '' 1 1 Ip• F oso N I I N °°. . o I I 4/RD.11). ■ 4i' 4� I I I I I I I I �! a-4 S �I I I N I I, 1 1 ■ 1 1 1 /e l I I I 1 \ I I I / I y 5. CONSTRUCT SWALE AS SHOWN. ■ I I 1 1 I b 1 I ., ... ■ 1 1 I 1 / 1�41 1 I � - - ---1------ - I I •' � I I '�1 I 1 1 I 6. RETAIN & PRO TECT EXISTING GRAVITY R5-4 FG:2587.51 FG:2588.56 1 IRRIGATION. ■ 1 I 1 I o l I I ' :` _' \\ FG:2589.32 --FG:2588.80 - - I '°�- - - 33.33% -28.1% X ■ I l I / 1 o� 1 6-4 1 I i 1 \� I `------ o•s°ia I ,'. -i 1 1 I 7. RETAIN & PROTECT EXISTING PRESSURE , 5.��, ) III - - / - - - - --- ----- - TOP:2592.00 I IRRIGATION. I ' to _I -------- - - � °� I\ I s ® -x I 1 � I ( ) _ I 7-4 I V I I I3��;� 1 o f 8. SWALE DRAINAGE WINDOW- SEE 1/GD.4 \ l 1 I I I o III II II \ � I a, I II j I II DRAINAGE WINDOW AREA = 30 SF. LENGTH I18-2\ .2.4/ 1 = CONTACT DIGLINE of 2 48-HOURS ■ FG:2587.33 4 1751 _------/ I \\ BEFORE DIGGING ■ - osi p/ -- I 1 1 I \ 1 � � I n I I I I I \ I / m FG:2588.76 \ I 7 \ I Notes 1-800-342-1585 / -J 1 1 CON:2587.83 1 -------------- FG:2587.71 II I 1 I FG:2587.57 \ I I I I \ FG:2589.52 -33.3% -27.1% n 11 I I o es R124.78' i o ` ----os°k -----F .2589.0 - - - - - G• 0 ••' W � I I I 1.0 k J, 1T-�\ 4P� ---_I 1 I 1 1 b - 1---- - - Q -------------- \\ - TOP:2592.21 m Z . �I I 1 IHI I _ _ I FG:2587.80 \S L_ I A �-- ----------- W \ o p: ( I I I 1 I I� 1. ADJUST ALL IRRIGATION VALVE RISERS AND ■ / -- ----- 1 /-2.6% •:-- `I \\\ I -- • 9:.I I I 10 SPRINKLER BOXES TO MATCH FINISHED ■ / / / / / I os �P ■ l l l l / I l / 4P / I Z-) I 1 \ 1 I I II I I I I I I I GRADE. z i 1.7-2 I I :C7.:I I I II 1 I I U O ■ / / / FG:2588.04 •1.0% e \\\ "/ 1 O I I 1 •.W III II 1 I I J s � N � 1\\\ 11-4 I 1 N I ■ / / \ / / \I \\\ .: O I C4 Q' III I I I ■i■ //// // /////�//�//// �\//��///////// // ////////// \FG:2588.28/// �``\\ \ - - m 1 i I .•.G�HC C- 0Lu)17-44P/ FG:2588.88 / Z . ----- Q OCON:2588.04 Z FG:2589.58 333/ 26.44/ � Q \ -\- --FG:2589.06 ss� I - --- W 0 TOP:2592.00 OFG ----------� 1 o. wSoa :2587 15-4 / / R2s2 I I 1 1 \\\ \\ o+ 1 I I 1 1 0 . ti I I 1 i J o 1 I \\\\ I N 1 1 16-2 1 I I 1 I 1 1 Q m �-4 I .: 1 1 I \ I 1 a,% I I I I I I I W m t ■ / / / / \ / / 14-4 / >o. Q II 4 \ \\ \ \ 1 .. c � 1 �` ,-7 I rn I I I 1 I I 1 H ui w r FG:2586.44 / / / / �+I I \\ �I N / I LO ~ II I N 1 / / \ / / \ \\ vi' I W I FG:2588.67 I I cV I -LIJ : I I VH ■ • // / ,/ `/\/// / ,/ // . ', 1 -4\---- -f �\ ----FG:2587.62 _ cnn II I Lu W8-4 FG:2589.38 33.3/ -23.77/ . 4 FG:2588.85 o wFG:2586.64 \ -0.5% 1.0i � -------------- O aP: 5 .12 W CON:2587.47 7 TO2 W -__---- Lu = S , 5 1 �� ` °' 1 � °� I ,/ ; I _-N O w FG:2586.84 / -1.0% e \ ti � :: 1 \I 8 / / III \ \\\ \ 1 \ 15-2/ I I m t e 2 \ \ 1 I :• 1 \\ � / W _ ` / / R?8�67, A6� Q o� I 13-4 1 \ \ i �// / I \ I \ ~ o t I I U) 8S FG:2587.04 1 ■ 8w / I I ` \ Iroll FG:2588.47 i - I I \ N 1 11 I cn I p I I 3 ■ \ 1 \ \ L------ -°- -- --FG:2587.42 I 1\ 21-2 001 I I ll I �' 7-8-24 •\ \ I o FG:2589.18 \\. \ � // •1.0 h I 33. % •20.9% I N ■ 8w j -ss� -- ---y 2--\/ FG\\88.65 - -- -� - I- / r v �I I I I Q II PpssTF OF \G�S�� / 8S \ I -0.5% / �\\ I /Q I \ TOP: `..: ... 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I I w I I I � O � w �w ¢� O \ \ 4p I 1 III I 1 1 \ IL 0- JOB NUMBER: N J -33.3°/N -23.9% UI 1 1 I I I IDB2338 0 a 3 ( 1 I 1 li \ I 1 DATE: 7-8-24 N GRADING PLAN - EAST \ , , I , ,I I SHEET NUMBER: 0 30 60 `i 1 I ti I I I I ui FG-MA:2589.28 FEET TOP:2593.71 1 li I I ll I I I I I I L ��I i 11 I III I I Lm GD.2 I I I j •I I I III I I = � 11 II I �I I I I U J ° a / COURT SURFACING AND STRIPING-SEE LANDSCAPE PLANS CO FOR REQUIREMENTS 6"THICKNESS 4,000 PSI PORTLAND CEMENT ♦♦♦♦ /\ 13X13-D5XD5 WELDED WIRE FABRIC CONCRETE WITH FIBER REINFORCEMENT qd ♦♦ 4p/ ., / ♦*A*♦ \ 4"THICKNESS OF 3/4"MINUS CRUSHED d ° ° l ♦♦`♦ AGGREGATE BASE COMPACTED TO 95%MAX DRY / ♦4** \ - DENSITY PER ASTM D1557 q ad ° a ° ° ♦♦♦♦♦ 68.0p, 4pl �O 8"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE ° ♦♦ \ \� o o C COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 / ♦♦♦ ° J ♦♦♦ 4p/ \�\!\�\��i�\\\ \\MOISTURE CONDITION AND COMPACT SUBGRADE TO 95%MAX 25g j ♦♦♦ \ \�\\\\\ \j\ —DRY DENSITY PER ASTM D1557-OBTAIN SUBGRADE APPROVAL q ♦♦♦ 4p/ "�\� �\\\� FROM OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO q a J a ♦♦ \ PLACEMENT OF ANY FILL MATERIALS 3 l a l ° ♦ l CONCRETE PAVEMENT SECTION q ° q ° R q J G ON q ° J° a NOTES ° \ 1. ALL PORTLAND CEMENT RIGID CONCRETE PAVEMENT,BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN O'? a ° ° d l / A ° a \\ ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. ° � � a J / q a J / `° a / 8 a q a ,o ° ° ° J ° ° J / 2. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703.CONCRETE SHALL HAVE A MINIMUM , a ° °a ° a' ° q ° 2$8j q a < J' a ° l COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL COMPLY WITH THE ITD 'aJ a REQUIREMENT FOR URBAN CONCRETE. ' / a ° a4 ° J/ q ° J °' q a J O 3. FIBER MESH REINFORCEMENT SHALL BE FIBERMESH 150 AS MANUFACTURED BY PROPEX CONCRETE SYSTEMS,OR APPROVED ° a ' -1a° °a, ° q a J, , a VV a EQUAL. APPLY AT 1.5 LB/CY. APPLY TO MIX PER MANUFACTURER'S RECOMMENDATIONS. ASTM 1116/C 1116M,TYPE III. 1/2TO 1-1/2 a co a J qJ /° a a q J a/ ° a 1 ° J Jw a INCHES(13 TO 38 MM)LONG. a 9,1 g a ° a a q ° ° ° ° q q a q / a / 4. COORDINATE THE REQUIRED COURT TEXTURE WITH THE OWNER'S PICKLEBALL COURT SURFACING/STRIPING CONTRACTOR. QONT/4�pJ r / J i / ° J a J' d q J aq a J ° J° J 5. SAW CUT TO CONTROL SLAB CRACKING SHALL BE D/3 DEEP. "D"EQUALS THE DESIGN DEPTH OF CONCRETE PAVEMENT. �—H�� a a q a a a { l �� L/I�L�\G / J a / / J ° 6. ALL CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE SAWN-SEE PLANS FOR JOINT LAYOUT. THE JOINT LAYOUT IT q J / � 1OW—�Gih/OJ 1?.48, °J J °a °a dJ/ ° INTEGRAL TO THE SLAB DESIGN-NOTE THAT JOINTS ARE PURPOSELY CENTERED AT STRIPING LOCATIONS WHERE POSSIBLE. CO ° ° d 34 J° q ' 6g0p; ° J q a J/ a a COORDINATE WITH OWNER'S SURFACING/STRIPING CONTRACTOR FOR LAYOUT OF SAWN JOINTS. p0' ' /a J J / ° ° q° J °a /d J / a J J d d ° ° q a °J a a /q / J ° ' PICKLE BALL COURT CONCRETE PAVEMENT SECTION J ° J q / / a °aJ / a 1 ° ° J a / a /° a q a ° Ji l 1000, d d d / Z J / J d / O a a / ° q J / ° / d / a J o ° 3 a a , �.3 J ° ° ° a a J / a ° / � a J a e a , ° 1 J a , / ° J , a ° ° ° a a a J , a ° q J J q y a 34S a < 4 / ° a ° J a N Or J a a ° ° ° a � a ° a° 9/ a J l ° a a asq a ° C ° l/ M J � ° A d ° ° ° d Y Q l a d ° ° CCk` ° ° J q ' 700, LLI 0 Fegt t , Jq q q O 0Y °° q Jq G Ja t J ae j 10.00, O co 2Q/ GO/y ° Q 2 w S a° J 400, a q 1000, Q 00 q yFT A 00J / LLI J/ ° uj J' ° a/ 3 a a ° 1 j 0pr D a a a a / / / a a a ° a U ,p LLJ _ 30.8 J yO, J/aa J ,2 ° / e J p F J / ° ° d ° • ° a J ° / 49 ° wLu d d q a a J ° a / a a / / / ^• / q a 10 00, \ 0 p4 J d ° - ' a / ° ° 100 ° q as <C/ 3 ° J a q J / q °'/ ° J/ q a / ° 0 1C0 I d Jq 8 J/a J/ °J/ a /, ° ° a °Ja ° J/ a / 7.00, /l \ SS\OVAL NG a aq a , ° °° g % a a / ° ° CO 4 J l FF° a a q ° ° a d aa q d e / t a J ° ' a J ° J s' °q J , a a /° a ° q J / a a / a �� 7-8-24 Q O J /° a ° ° a a q q J aA �O`�(lTF q J d J , J ,° a J �I O ;9 V , a .. / a J J a / ° a J 2 / a / _'\V d d / / ° l O a ° a q J° q ' /° a ° J ' d °° a ° a / al )a _ / / �• / q4 ° " a ° // ACHD STORM DRAIN EASEMENT / / / ° J eJ /° ° ° ° q a a q° q J J'° J ° a a ° ° J a J° / a • J / °° ° CE a a J J aJ a J ° e a d a dd dd d d a ad aO a a� CO CO q a ^• dC° 08w • •• e ° a°J q J / ° •• •Q• •• J e ° / ° a • • • •e d ° a D 8w ° a J a q a ° q q q q • J J/a aJ Jq q ^ CD a ° a Jq °q q q / • •w ° < q q ,q J ° J/a PO a J a ° a s 9w \ J a/ ° /° as q J ° d ° ' e8S, 100p, , J A ' w =O o° a ' q 4 ° q J 1 ai 4 W 8S 8w Al a J / aO J, q a d a as / J / \ q ° aJ / O a 8s R\ \Vw d ° ° a l l \ a ° a a q J °/ a ° ° ° e q ° / ° a a / O OU q °\ 1/4 4G`FqSp oo' Ja S\8w a \ e ° 9 ° a 42586 J % 4 -38s Q' / a° / // ^h• d a d a oz�U 4 A aq q ew °° d M J wm d d J / 00' q J 4 Aa a J ° > z Jf A O/ a a a s q a J ° a a e ° J d A 10 / a J / 00'q o O a w KEYED NOTES 0 NOTES a �° ° J 10 / ° Ja / a 0 J ° ' J 1p / a 00' d U O °J J/ q a / q ° a d zN q ° ° ° °a q a J Q J a / ° a 0.70, s l d > 1. PICKLEBALL CONCRETE PAVEMENT SECTION -(SEE 1/GD.3). 1. CONTRACTOR SHALL COORDINATE SUBGRADE INSPECTION AND ALL ° ° a a q / o a a o= COMPACTION TESTING PRIOR TO COVERING UP WORK OR PLACING ANY l 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL DRAWING SD-709 - FILL MATERIALS. 4j (SEE 4/RD.11). 2. SEE LANDSCAPE PLANS FOR FENCING & GATES AND SITE FURNISHINGS. �3 3. FENCING -SEE LANDSCAPE PLANS FOR REQUIREMENTS. aY 0 3 CCOURT SURFACING &OURT CONTRACTOR. NOTES STRIPING, ONTRACORSTRIPING, POSTS NETS BY OWNER'S PICKLEBALL NOTES z 03 0 qq N 1. ALL JOINTS SHALL BE SAWN. 0 N U � Z � a N N W - � U. 6 - PICKLEBALL COURT PLAN PICKLEBALL COURT JOINT LAYOUT /�/ 2 o o �o 5.: li U Y c � m Y/ w Q 0 p w w a L 0 0 10 20 0 10 20 FEET FEET a 0- o 0O J JOB NUMBER: N a IDB2338 N m DATE: 7-8-24 N j SHEET NUMBER: w _j F " GD.3 1%, U WRAP CONTINUOUS LENGTH OF GEOTEXTILE FABRIC AROUND FIBER ROLL AND STAKE INTO ADJACENT GROUND FIBER ROLL ANCHOR SHALL BE SEE PLAN STAKES SHALL ROUTINELY BE INSPECTED CONTINUOUS AROUND PERIMETER TO ENSURE THAT THE FILTER FABRIC OF DRAINAGE WINDOW REMAINS SECURELY IN PLACE ROCK MULCH PER LANDSCAPE PLAN SEE TYPICAL INTERIM AND PERMANENT BOTTOM OF SWALE ELEVATION=TOP OF LANDSCAPE FIBER ROLL(8"MIN.DIA.) GEOTEXTILE FABRIC DRAINAGE WINDOW ROCK ELEVATION(SEE LANDSCAPE PLANS FOR ROCK ROUTINELY REMOVE ALL TYPICAL EDGE DETAIL ON THIS SHEET MULCH REQUIREMENTS) ACCUMULATED SEDIMENT FUTURE LANDSCAPE ROCK MULCH FINISHED GRADE BY LANDSCAPE CONTRACTOR SEE SFE PLAN SSE LANDSCAPE SWALE SIDE SLOPES 314"x 3/4"Wa p� pN PER LANDSCAPE PLAN 'STAKES MAX. o oCONTINUOUS LENGTH REMOVE FIBER ROLL ANCHORS \"�'V� I��-j SPA OF GEOTEXTILE FABRIC� CD3 STAKES AND ALL ACCUMULATED SEDIMENT \FROM BOTTOM OF ASTM LANDSCAPE ROCK MULCH / SAND TO FIBER ROLL TOP OF DRAIN ROCK EL. ANCHOR BY LANDSCAPE CONTRACTOR 4.0 OZISY NON WOVEN GEOTEXTILE FABRIC SIDES ONLY 2"CLEAN ROUND DRAIN ROCK THICKNESS OR ANGULAR IMPERMEABLE SILTS AND CLAY DRAIN ROCK (SM,CL,ML&SP-SM SOILS) vU�U�Uv NOTES: o 0 0 o BOTTOM OF DRAIN ROCK 1. FIBER ROLL GEOTEXTILE FABRIC ANCHORS SHALL REMAIN SECURELY IN PLACE AROUND TOP OF ASTM C33 FILTER SAND EL. ASTM C33 FILTER SAND DRAINAGE THE PERIMETER OF ALL DRAINAGE WINDOWS UNTIL 6-HOURS PRIOR TO PLACEMENT OF CONTINUOUS LENGTH o 0 0 o WINDOW-SEE PLAN FOR LOCATIONS OF GEOTEXTILE FABRIC ASTM C33 FILTER SAND THICKNESS LANDSCAPE ROCK MULCH BY LANDSCAPE CONTRACTOR,WITH NO PRECIPITATION IN THE o 0 0 0 FORECAST. FROM BOTTOM OF ASTM SAND BOTTOM OF ASTM C33 FILTER SAND EL. GP-GM SOIL 2. CONTRACTOR SHALL PROVIDE TEMPORARY SITE RUNOFF CONTROLS SO THAT STORM o 0 0 0 /z/z / / DESIGN INFILTRATION RATE=8"IHR. WATER RUNOFF DOES NOT OVER TOP THE FIBER ROLL ANCHORS AND ENTER THE DRAINAGE '� �� VARIES WINDOWS. ,-�� SEE PLAN INTERIM GEOTEXTILE FABRIC FINAL GEOTEXTILE FABRIC SZ DRAINAGE WINDOW TYPICAL EDGE DETAIL DRAINAGE WINDOW TYPICAL EDGE DETAIL SEASONAL HIGH GROUNDWATER EL>16'Bcs 1 NOTES: INFILTRATION SOIL PERCOLATION RATE SHALL BE 1. GEOTEXTILE FABRIC SHALL HAVE A MINIMUM SEAM OVERLAP OF 3-FEET. CONFIRMED BY OWNER'S G EOTECH N ICAL CONTACT DKaLINE 2. NO UNTREATED DISCHARGE TO DRAINAGE WINDOWS IS PERMITTED UNTIL FINAL SITE STABILIZATION OCCURS. IN EVENT THAT SEDIMENT IS DISCHARGED TO THE DRAINAGE WINDOWS,THE CONTRACTOR SHALL REPRESENTATIVE: 48-HOURS RE-EXCAVATE DRAINAGE WINDOWS AND REPLACE WITH CLEAN, UNCONTAMINATED MATERIALS-NO BEFORE DIMING SEPARATE PAYMENT SHALL BE MADE. 1-800-942-=5 3. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 5'OF THE 1. THE DESIGN PERCOLATION RATE FOR THE INFILTRATION SWALE DRAINAGE WINDOW IS 8 INCHES/HR. BOTTOM DESIGN ELEVATION OF ANY INFILTRATION FACILITY. CONTRACTOR SHALL COORDINATE INSPECTION OF INFILTRATION SOILS AT THE BOTTOM OF THE SWALE EXCAVATION BY THE OWNER'S GEOTECHNICAL RE REPRESENTATIVE. SOILS AT THE BOTTOM OF THE DRAINAGE 4. GROUNDWATER WAS DETERMINED WITHIN THE PROJECT GEOTECHNICAL REPORT TO BE DEEPER THAN 2558, WINDOW EXCAVATION SHALL MEET OR EXCEED THE DESIGN INFILTRATION RATE. WHICH IS DEEPER THAN 15-FEET BELOW THE GROUND SURFACE AS DETERMINED WITHIN THE GOETECHNICAL 2. IF SOIL INFILTRATION RATES ARE LESS THAN THE DESIGN INFILTRATION RATE, CONTRACTOR SHALL CONTACT REPORT PREPARED BY GEOTEK DATED 10/24/23. ENGINEER TO RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. Z U O J U) J > MIN. BOTTOM OF 00 DEPTH BGS ASTM C33 BOTTOM OF DEPTH FROM FREE SWALE EL. TOP OF LANDSCAPE BOTTOM OF TOP OF BOTTOM OF TOP OF ASTM INFILTRATION EXISTING TO GROUND DRAIN ROCK FILTER SAND ASTM C33 BOTTOM OF DEPTH TO GW Q cn Q DRAINING (TOP OF LANDSCAPE ROCK LANDCAPE DRAIN ROCK DRAIN ROCK C33 FILTER Y _ SWALE# GROUND EL. GROUND WATER EL. THICKNESS THICKNESS FILTER SAND DRAIN ROCK CHECK SOIL EL. LANDSCAPE ROCK ROCK EL. THICKNESS ROCK EL. EL. EL. SAND EL. W 09 WATER COVER) (FT) EL. TO GW O w oo 2 1 2589.00 6.00 15.00 2574.00 2586.91 2586.91 0.50 2586.41 2586.41 2578.41 8.00 2578.41 1.50 2576.91 4.41 OK Q uj m W m w W DRAINAGE SWALE U w w GD.4 o 1 , �SS�ONAL ENG� STE 3 7-8-24 �o 0 ER D ' . . . • .. .. .. .. .. . • • • Q 1 w F_ �z a �o U U K 0 aO � a as z o K U 0. QZ,Ui, F m K� Op ZQ O_ U� H�Z W 0 (n 66 Z w W�_ W� �U Z ZO U s �U K Q 4 10 ,30 Z u) J� OW o w U tt ¢3 0 x �y O o g3 O a Z ~ N W O 0 N z ' ZLuJ C-, II. a U > 6 "o w Z } Z W ad JO] IL L m � W Q of U vX Z ♦n p Lu way O a a o O 1 JOB NUMBER: a IDB2338 N DATE: 7-8-24 SHEET NUMBER: Lu /A GDA O O 10.00'PUID EASEMENT 47.00'ROW 10.00'PUID EASEMENT 33.00'TRC TO TRC C/L 16.50' 16.50' 2.00' 5.00' 2.00' 2.00' 5.00' 1, 2.00' 1.75%+/_0.25% 1.75%+l-0.25% 2% 2% - //\\//\\//\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/YX // / / T TYP.� N/�/\ \ \ \j\j\ \ \ \ \j/\j/\ \j\j\j\j � VP. \j CONCRETE SIDEWALK /%////\// / /%/%/�/�/�/j CRETE SIDEWALK PER ACHD SUPPLEMENTAL 2.5"THICKNESS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 COMPACTED TO 95%OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 4.0"THICKNESS OF%4'MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 3"ROLLED CURB(TRC) 3"ROLLED CURB(TRC) PER ACHD SUPPLEMENTAL 14.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-702 STRIPPED,PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 NOTES 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE THERETO. 2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 1/2"MIX DESIGN(PG-58-28)AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC SECTION 810"PLANT MIX PAVEMENT". 3. AGGREGATE BASE MATERIALS(3/4"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 4. ALL SUBGRADES,STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. , 5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. 6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK OF CURB. INTERNAL LOCAL STREET ROADWAY SECTION (PUBLIC 33/47) CONTACT DIGLINE � 48-HOURS BEFORE DIGGING RD.O 1-800-342-1585 z U O J U) J � O p p U m - U) Q OQ� O w w2 Q J m w m w W 47.50 LANDSCAPE BUFFER MEASURED FROM BUILD-OUT TBC w H J z F- J Q 0 W Lu O Z J of w O a 27.00'COMMON LOT 44.00'HALF WIDTH ROW W 32.00'FACE OF WALK TO C/L �SSOAL 6.00' �G\STE SEE LANDSCAPE lr F PLANS FOR 23.50'BUILD-OUT TBC TO C/L Q P W TOPSOIL 0 REQUIREMENTS 3 ly a IN TURF LOCATIONS 2.00' 7.00' 4.00' 3'GRAVEL 17.00' 9T7-8-24 10.00, FORESLOPE SHOULDER 'P�s OF S K ER�� // / / // 3'1 2.00' 11.00' g_1 MPX \�\/\/r\\/\\/r\\/r\\/\\/\ Mqk 1.00' ¢ RETAIN&PROTECT // / \ \ \ \ \//\ �� 1.00'FLAT FLAT \\\\\\\\\ STRUCTURAL FILL \/\\/\\ \ LANDING LANDING aco 6.00' EXISTING PAVEMENT / // rn SEE GRADING PLAN FOR //%//j///\/// 2 0 • • \/\ ADDITIONAL REQUIREMENTS \ \ \ \ \ \ 1.00, C • • • • \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \ Oz o SLOPE VARIES O• O• // // // // // // // // // // // / s:� HW ° 2/0 • vIlr r. r. r. r. r. / 1 Lu �L-_Af r\//\//\//\//\//\// //\//`/r / /\/\ // /\/\/\/\/�r\\ \ CO CR TE SIDE WALK // - - - - - - - • ' • • �J . 0• 0• 0• PER ACHD SUPPLEMENTAL \ \\ \\ STRUCTURAL FILL /\\ \\ \\ \ \ o ` • • • STANDARD DRAWING SD-709 / /\\//\\//� SEE GRADING PLAN FOR /\�//\�//\\//� \/\/\\//\\//\\//\\ a a /\/\\//\\//\\//\\//\\l/C\T/\\ \ / ADDITIONA\REQUIREMENTS jj//j/ //j / / \// o ///// / / /\ iL \\\/,�\\� \/\\ \ u 1 DRAINAGE WINDOW // //i//r,//i SEE PLAN FOR LOCATIONS o\\/\\ \FORESLOPE& r\ \\,\5.0"THICKNESS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 64-28) ASTM C33 FILTER SAND' SHOULDER 6.0"THICKNESS COMPACTED TO 95%OF MAX THEORETICAL DENSITY • • \ \ OF Y4"MINUS CRUSHED / / AGGREGATE BASE 4.0"THICKNESS OF Y4"MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95%MAX COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 DRY DENSITY PER ASTM D1557 26.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE o P.00' COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 W `n Q 10 STRIPPED,PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL 0 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 w 1. 0 a o: a a< z om N. MERIDIAN RD. ROADWAY SECTION (PUBLIC 17/44) Z. 2 gm RD.0 oo < 0 U� H. 03 Z w5 ° D D oti > �z W wJ Q' w K U ZZ O 0. �U J W Q w 10 C O Z� U d OW Y k U¢ ¢3 wj 10 2 Z3 >Y O O 03 z 0 1 V N W � N Lo U � z (0Ln a A W Jrnrn LL W D _ z m z W [�fd H W O N N mLn a W a "v'� Z r 0 i w W ILLL O H a d o C 1 1 JOB NUMBER: N IDB2338 O QDATE: 7-8-24 A SHEET NUMBER: W a RDm0 /A ~ 0 SEE SHEET RDA - dz/ -- ---_-- -I Keyed Notes I -- / - I �� -- N N I 71Z II I 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL 6 / I O F_- 1 ° I STANDARD DRAWING SD-702 -(SEE 1/RD.11). 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING co 5 �� 1 / I I SD-709 -(SEE 4/RD.11). 3. CONCRETE VALLEY GUTTER PER ACHD STANDARD SUPPLEMENTAL II 10-1 � DRAWING SD-708 -(SEE 3/RD.11). \ I �11 1 \\ 1 v I �� 1 / 1 I v I 4. ASPHALT PAVEMENT SECTION -(SEE RD.0). \�� I 3-1 II 6o II 5. SEE STORM DRAIN ON "SD" SHEETS. Q 41- 2-1 I I I 6. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING II \ \ 1 wcoI I n n I SD-712H, TYPE H4 (SEE 5/RD.11). PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT 1 I EXCEED 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL ___ . . � � 1 •••. I 1+16.5Q,36.50'L, \� \ I �`� II � I - -----r---- I � 2 I TRC:2584.77 � \ \ I I ti`' I I _ � NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED --�s `-�_----- - :.'~ : , _ \\ I / I CON-MA:2587.47 SLOPE REQUIREMENTS. 4'X 4' LANDING REQUIRED AT TOP OF RAMP. - 8S \ - / 1 CON-MA:2587.40 SEE SHEETS RD.8 - RD.10 FOR PEDESTRIAN RAMP GRADING I Ir-- � � 1 1+00.00 4 6 1+36.50,16.50'L 2+20.34,16.50'L y 2+70.34,16.50'L , REQUIREMENTS. 3+01.52,16.50'L $6'6L -ANI CL:2584.85 TRC:2585.15 TRC:2585.91 / TRC:2586.37 TRC:2586.65 1 �Op \ --- --- --_� o 3+42.13,16.50'L ® 7. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL DRAWING it I \\ / ---- Soo, TRC MA:2587.18 / SD-712G, MID-BLOCK(SEE 7/RD.11). PROVIDE TRUNCATED DOMES PER 3+42.13 14.50'L I 7 8 \ /I ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT 1 LIP-MA:251 !1,1 1+18.50 EXCEED 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL rt 11-1 CL:2584.75 as% 2 . . /...: . . . . 2 - 2585 \ 9 I s SS NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED II 1+14.50 � 'saj 3+22.00 1.79% __ �- SLOPE REQUIREMENTS. SEE SHEET RD.8 - RD.10 FOR PEDESTRIAN RAMP I CL:2584.75 1+50.00 / -� GRADING REQUIREMENTS. `r � � N.GARBO AVE. _--�_ CL-MA:2586.92 � I___ ,/ cm 2+� S8 S 1 s �,�3+00 S8 +42.13 0 0 cD 8. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT \ v r> 0.91% CL-MA:2587.10 8W \ 10 b\Nl- - EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE �4 - 3 tip/ 1 3+01.52 I 3+42.13,14.50'R o , 1+00.00 1� _LC 2586.73 .0.82k A TOLERANCE ABOVE 2.0/o. PAVEMENT THAT DOES NOT COMPLY .u.7% M /M8 8 M8 ,.�8 LIP-MA:2586.80 IL_----------------- CL:2585.04 - � SHALL BE REMOVED AND REPLACED. , - - - - - - `� 2 / 2 t 9. SAWCUT AND MATCH EXISTING CURB. I 1 t d 10. SAWCUT AND MATCH EXISTING ASPHALT. Ir----------------- 7 $ :. .�o // y�... � 0 3+42.13,16.50R-- --x- 1+00.00 o, - -- - --- - -- r --- TRC-MA:2587.01 CONTACT DMINE o I 6 / 1+36.50,16.50'R 1+78.50,16.50'R 2+28.50,16.50'R 3+01.52,16.50'R _ g.�• CON-MA:2587.24 �-I„I�I CL:2585.22 TRC:2585.15 TRC:2585.53 TRC:2585.99 Notes �1I I f' I I TRC: CON-MA:2587.32 1+16.50,36.50'R 2 I / I 2+78.50,16.50'R I I BEFORE DIGgNC TRC:2585.14 I / TRC:2586.44 4 I 1-$00-342-1N5 12-1 4 I I I/ 1 I 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD I I II INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR Co 1 1 1 I �� I 1 I o I TO REQUESTING INSPECTION. I / I I I _;0I 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN I U) I 1-3 / 1 1 2-3 I 1 3-3 4-3 O 1 I I // I I I I I I CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO z a 11 I / 1 I NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC I w SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL J O I I L_-----------------Jcf) I / I 1 , MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC J j I I // ti` 1 I - SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST Q p p I -----------------� / ti I REPORTS. m - _� p - / I I I I 1 I 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN Q Q I I • I/ -0I I 1 •_ �CA6, I ASPHALT PAVEMENT AREAS. W 00 L-------J I L--- --J L-------J L 00 . / - 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS O � 11 vLu C)D -- N - - -- N - I II REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING O m 6 I Z - -Idz PI 4P1 4P1 , DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH J -uI 13-1 I THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE Q 03 WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE LLI 00 DURATION OF CONSTRUCTION. uJ SEE SHEET RDA IV w w Z o N. GARBO AVE. (STA 1+00 TO 3+42.13) 10 <- S\ONAL F,y 0 30 60 FEET Cj\STE G/�F C4 3 0+80 1+00 2+00 3+00 3+60 s 7-8-24 0 2600 2600 OF ASS K ER��S� • . . • . . .(0 CO 2596 2596 .• .• .• ■ • . . cn .. C\l co 0 co m ti p N 9. (6 CO Ln CO LL7 LO o Lo c9 N N J 2592 Q Fo 2592 0 U, L� � J p J N oo N + U M U � U + U + + U o °O p ow Ln N go Lr) J a + U a<z o Z U o 0 3� APPROXIMATE EXISTING GRADE AT ROAD /L g? 2588 2588 oo ZQ 0.91% 2 0.91°/ og �z w5 o �z w- 2.000 Zo to ____72584 INISHED GRADE AT ROAD CIL 2584 to I RT&LT CURB PROFILES DO NOT MATCH C/L PROFILE zzo SEE PLAN FOR CURB PROFILE SLOPES AT MATCH TRANSITION oa ow Y k U¢ ¢3 woI o 2 3 To 2580 THE CENTERLINE SLOPE SHOWN TO BE 2580 z oo OC 2.90%IS A PROJECTED ELEVATION TO ESTABLISH CURB ELEVATIONS. THE 4 ACTUAL CENTERLINE PAVEMENT GRADE N SHALL BE SHIFTED DOWN THE ■ Q ROADWAY ALIGNMENT AS SHOWN TO Lu N ACHIEVE A MAXIMUM ASPHALT SLOPE > ■ OF 1.9%WITHIN THE PEDESTRIAN ROUTE Q OF THE INTESECTING STREET. Lo 2576 ASPHALT WITH NON-CONFORMING 2576 O ' ' ° w SLOPES SHALL BE REMOVED AND m a m Z oo 'Tof ad REPLACED a o N N z Ln Q 0 LU wdL Q d 0- o Q Z JOB NUMBER: N 2572 N. 2572 IDB2338 N 14 DATE: 7-8-24 HORIZ.SCALE:1"=30 m VERT.S ALE:1"=3' 3 SHEET NUMBER: w 0 y 2570 2570 a RDIIIIIII 0+80 1+00 2+00 3+00 3+60 O w I Q w J SEE SHEET RDA I -- j Keyed Notes----------------- O 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL I w 6, I STANDARD DRAWING SD-702 -(SEE 1/RD.11). I 2 L--------I L--------I L--------- L------- I I- o -o I 2 z 00 / " I 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING OQ SD-709 -(SEE 4/RD.11). ICI 13-1 J 1 2+28 52 dZ IdZ PI 4P1 4 1 I 3. CONCRETE VALLEY GUTTER PER ACHD STANDARD SUPPLEMENTAL - 1-I 2+11.39,36.8T L 'CL:2585.83 I II DRAWING SD-708 - (SEE 3/RD.11). TRC.2585.75 2+45.02,36.50'L I I '; � 4. ASPHALT PAVEMENT SECTION -(SEE RD.0). TRC:2585.75 0) I CON-MA:2586.67 1 1+18.53,16.50'L 1+91.34,16.50'L 7 5-3 I ° II 5. SEE STORM DRAIN ON "SD" SHEETS. 6 CON_MA:2586.69 I TRC:2586.38 TRC:2586.09 6. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING - ---- 2+10.02 R2�p� 2+65.02,16.50'L I SD-712H TYPE H4 (SEE 5/RD.11). PROVIDE TRUNCATED DOMES PER 1+00.00,16.50'L l 0 1+18.53,14.50,L - o T 4+24.79,16.50'L 1 w I TRC-MA:2586.46 h� LIP:2586.18 t CL:2585.72 6 TRC:2586.16 TRC:2586.96 :/' I- I o I ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT 1+00.00,14.50'L - - - - 2+14.02 - - - - - - - - - /.: D o- 2 CL:2585.72 EXCEED 1 5% THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL I � I LIP-MA:2586.25 c �•si c w Z� 2 / I NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATE g o:ai o 588 • c SLOPE REQUIREMENTS. 4'X 4' LANDING REQUIRED AT TOP OF RAMP. CD SS 8 1+00.00 IN, GARBO AVE. 2 / 2+28.52 4+24.79 �'� 1 I SEE SHEETS RD.8 - RD.10 FOR PEDESTRIAN RAMP GRADING CL-MA:2586.74 _7 ." 1+0P I I� o.ai -oo c 1 '�- //�� 2+00 CL:2586.01 '8\� 3+00 1 N. MITCHUM AVE. 0 0 4+00 1 CL:2587.04 �� I 1 REQUIREMENTS. 9 M 7 7 ti-M 7. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT 1+18.53 � °n 1+84.00 � -1.9% -1.9°/, °\° v r) 1 8 I 1 \ v, 3 4 2+78.00 / O I o 1+00.00,14.50'R y CL:2586.47 CL:2586.20 �o / `jl - h I EXCEED 1.9/° IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE w w LIP-MA:2586.26 os� 8W W gW -0s� W 2+43.02 09%W CL:2586.31 8W 8W W / 8W__ �pP' I I A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY 1+00.00,16.50'R . . CL:2585.7 6o II SHALL BE REMOVED AND REPLACED. • 2 2 0� \• \ o TRC-MA:2586.47 2+47.02 2 •• • •- 4+88.67 8. SAWCUT AND MATCH EXISTING CURB. I s 1+18.53,14.50' CL:2585.72 � ` - - - - - � - - •-• CL:2586.59 � I 9. SAWCUT AND MATCH EXISTING ASPHALT. LIP:2586.18o0 7 o I 4+24.79,16.50'R I II --------- ` ` - CON-MA:2586.82 1 �- ,C $ 2+65.02,16.50'R .- I TRC:2586.96 - 1+18.53,16.50'R 1+92.69,16.50'R .� I / 4+88.67,16.50'L CON-MA: I 1 g g TRC:2586.16 c- I TRC:2586.38 TRC:2586.09 / I TRC:2586.51 - -- -- J I o - - Notes I I I M 5 + 00 I Ur) / 2+12.59,36.13'R `r 2+45.02,36.50'R - I I - - 11 41 2 TRC:2586.11 : 1 ° I TRC:2586.11 1-4 `: '. i _ II I I I I 2+28.52 I - 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD I I CL:2586.19 I I I 1 1 I o I INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR L4+88.67,16.50'R 1 I TO REQUESTING INSPECTION. N I 1 I TRC:2586.51 1 CONTACT DICLINE 47-00' o I 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN 48-HOUR3 II CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO BEFORE DIGgNC 33.00' NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC :. . , II L-- �-------- ---- 2 2 :. MATERIAL - - I I 1 II SPECIFICATIONS PROVIDE SOILS DATA TO VERIFY NATIVE MAT -�42 1�85 - r I I I MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC - - - - : --------------- SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST F f � I 4 0 2 I REPORTS. u I z _ w 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN / 2 _ 0 0 - / = I ASPHALT PAVEMENT AREAS. Z wCC) - / 5+77.86,16.50'R r 1 I U p / TRC:2586.87 N 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS J 2-2 / _ I I REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING J DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH w ---- --- THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE 0 pD 03 __ __ __ - - __--/--- - I o I ■■ WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE U Z I ---- ---- - --- 1 II c ■ ■■■■■■ DURATION OF CONSTRUCTION. Q Y Q 258 I P I ■■■ ■ w o I 1 �� -- ■ ■ ■ p tY - - - - - - I II 2� �■■I■■ Rp.3 0 � w --------- --- 00 2 w I 19-4 II I I �:■■��■■■��■ SEE SHEET Lu � I I I ■Ir�■I■■ w m SEE SHEET RD.5 ~ 0- N W W Z o N. GARBO AVE. + N. MITCHUM AVE. + W. CHOLLA HILLS ST. (STA 1+00 TO 6+10) ° <- S\ONAL F,y 0 30 60 FEET �`S�G\STE G/�F 3 0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+10 �� 7-8-24 �o 2600 2600 �ossT� o ER G�So� . . • . . . - . . 0 It.. 0 .• .• .• • • . . . ,. coa) � C, CR � o 1� N CV N N 00 N 0) N 00 N 0) f- O U.) O Lo O U-) O ul) 00C> co L1") CO J + J N N N 1� W) co C=oU r U r N N 2592 o N o f + J J � o N J �' 2592 o � r C.� ul) LLu') Le) N 00 U co J F s z + OO N to J t v U Q do N J N U N o0 o as J Qa APPROXIMATE EXISTING GRADE T ROAD CIL Jom - U O O 3� Q �m 2588 2588 J -1.48% -0.40% -0.40% �i ♦` '♦ o - 0 040°T- J ° 0.50% 0 3 0.50/o = w �` 1.9° ` > wz o / ♦ ♦ ♦` ♦ FINISHED GRAD AT ROAD Cl 3 \/ Z DI-3A 0" 2584 DI-3B 2584 LLI w Q 0 ,o RT&LT CURB PROFILES Q DO NOT MATCH CIL PROFILE SEE PLAN FOR CURB PROFILE ? ow SLOPES AT MATCH TRANSITION = 3 lo THE CENTERLINE SLOPE SHOWN TO BE THE CENTERLINE SLOPE SHOWN TO BE 2.59%IS A PROJECTED ELEVATION TO 2.90%IS A PROJECTED ELEVATION TO3 2580 ESTABLISH CURB ELEVATIONS. THE ESTABLISH CURB ELEVATIONS. THE 2580 C~ o Q ACTUAL CENTERLINE PAVEMENT GRADE ACTUAL CENTERLINE PAVEMENT GRADE G Z 3 0 SHALL BE SHIFTED DOWN THE SHALL BE SHIFTED DOWN THE ■ Iq ROADWAY ALIGNMENT AS SHOWN TO ROADWAY ALIGNMENT AS SHOWN TO Z N ACHIEVE A MAXIMUM ASPHALT SLOPE ACHIEVE A MAXIMUM ASPHALT SLOPE + N OF 1.9%WITHIN THE PEDESTRIAN ROUTE OF 1.9%WITHIN THE PEDESTRIAN ROUTE OF THE INTERSECTING STREET. OF THE INTERSECTING STREET. W a ASPHALT WITH NON-CONFORMING ASPHALT WITH NON-CONFORMING ' E �, SLOPES SHALL BE REMOVED AND SLOPES SHALL BE REMOVED AND w rn m 2576 REPLACED REPLACED 2576 ¢ '- `° W C a m Zco� ad mco Ltd H W O N N m W Q U vx Z a0 CL of o 0- 0- o c Z JOB NUMBER: N 2572 K) AV! NO c 2572 ID62338 N DATE: 7-8-24 HORIZ. CALE:1"=3 ' VERT. CALE:1"=3 SHEET NUMBER: 2570 2570 a y 0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+10 W D RDm2 W OC c J Keyed Notes O 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL / STANDARD DRAWING SD-702 -(SEE 1/RD.11). 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING 10+36.58 SD-709 -(SEE 4/RD.11). CL:2588.00 3. CONCRETE VALLEY GUTTER PER ACHD STANDARD SUPPLEMENTAL 6PI ----___ 10+36.58 DRAWING SD-708 -(SEE 3/RD.11). /-30 RC 6P/ ---_ 10+36.58 CL:2587.78 4. ASPHALT PAVEMENT SECTION -(SEE RD.0). __ CL:2588.15 10+36.58 jr "� 30 RC 6P 6Pp ---___ 10+21.91,33.50'L FCL:2587.78 5. SEE STORM DRAIN ON "SD" SHEETS. cy _ �- --___ LIP:2587.92 10+53.08,33.50'L 6. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING 0 0 Rcl 6PI -- TRC:2588.17 SD-712H, TYPE H4 (SEE 5/RD.11). PROVIDE TRUNCATED DOMES PER -6P/ 1 10+51.08,18.50'L ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT f / _ 3n h 8+76.50,16.50'L 11 11 LIP:2587.85 0 ui 8W 7+85.95' 6P1 x AER=2R L= 10+00.08,16.50'L 6 12 EXCEED 1.5/o. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL - � - TRC:2587.31 � EST AiFR IEVEL=1564.fi6' W W 2 - CL:2587.70 8+39.69,16.50'L TRC:2587.81 10+53.08,16.50'L NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED /� Sg 4 8 - o-- TRC:2587.47 30 RC - -- -- -- -- -- ?�o- - TRC:2588.05 SLOPE REQUIREMENTS. 4'X 4' LANDING REQUIRED AT TOP OF RAMP. LL► / Sg 7+ 8W N /� I 4P1� 4PI -� 9 B\ Arpi --- SEE SHEETS RD.8 - RD.10 FOR PEDESTRIAN RAMP GRADING ? � 00 1 -8w �' - - - - - L - - - f- ---- 4 7 ---- - - . REQUIREMENTS. cf) S1 W, C o ` . 2 % �I 10+51.08,14.50'L 7. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL DRAWING Sg HO HILLS 8w. .... ; osi osi LIP:2587.85 S. _^ 0 2 1 SD-712G, MID-BLOCK(SEE 7/RD.11). PROVIDE TRUNCATED DOMES PER ■ N_ 8+39.69 8W 8+76.50 W �i 8+oo CL:2587.55 CL:2587.40 $ 8 8��8W� �0 �_ 1 1 10+53.08,0.00' ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT ■ 1 7+85.95 8 9+00 I I o 0 1 N 4 /10 9 3 N, TRC:2588.14 EXCEED 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL CL:2587.78 / -� -- NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED ■ 1 I _ 4 S S 5 S I I M S 1 1 Sg 10+00.12 8 y� �'�°�° S SLOPE REQUIREMENTS. SEE SHEET RD.8 - RD.10 FOR PEDESTRIAN RAMP ■ 11 1 6+27•86,16.50 R � • • .-. : _ 8 CL:2587.89f 1 10+36.58 GRADING REQUIREMENTS. TRC:2587.07 CL:2588.14 1 I I 8. 14-FOOT WIDE 6"THICKNESS CONCRETE SIDEWALK FOR IRRIGATION / I 1 6+77.86,16.50'R I 1 7+27.86,16.50'R I --__ o - - - - - _ �° '� M - - ACCESS PER ACHD STANDARD SUPPLEMENTAL DRAWING SD-09 -(SEE ■ I 1 TRC:2587.27 1 I I TRC:2587.47 I 1 _ M / 9 7 ------- 4/RD.11). CENTER 14-FOOT WIDE THICKENED CONCRETE ON MANHOLE , ■ I 1 I I I I 7+77.86,16.50'R I -__-�__ o COVER. , I I 1 I TRC:2587.67 I I r-- 8+76.50,16.50'R I ______ 2%B- - - --- 0 10+53.08,36.50'R ■ I 1 1 I I 1 I 1 / 1 1 I TRC:2587.31' I I - =W 6 TRC:2588.32 9. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT / I I 7+$5.95,16.50'R I I -9+08.08,16.50'R 10+00.08,16.50'R o ■ 1 1 1 1 I 1 I I I III I � 4 •• 1 EXCEED 1.9/o IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE 3-74 I TRC:2587.70 I 1 I I I I I TRC:2587.44 TRC:2587.81 I A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY 1 1 1 1 I 1 8+24.70,16.50'R 1 •�� ■ 1 I I I I 1 1 I I I I 9-4 �� • :° � � 15+52.19 TRC:2587.54 I I 110+20.08,36.50'R 4 : •. CL:2588.40 SHALL BE REMOVED AND REPLACED. CONTACT CIGLINE ■ 1 I 1 8+39.69,16.50'R - I I I TRC:2588.32 1 I 10. TYPE-II TERMINUS BARRICADE PER ACHD SUPPLEMENTAL STD. 48-HOURS ■ I I I I I I I I TRC:2587.47 DRAWING SD-1 -(SEE 2/RD.11). BEFORE DIGGING ■-_L I I I I I I I 5-4 1 1 I S I --- ------- -- - 2 j 2 - - 11. TYPE-III TERMINUS BARRICADE PER ACHD SUPPLEMENTAL STD. -800-342-1585 / 1 a DRAWING SD-1132B -(SEE 6/RD.11). J 1 2Sg� 1 1 1 I I 11 1 6--4 I 1 I I I I �I I - - - - �\ - - w ------ zu� 00 S I I I I I I 1 7-4 I IIF II c! 4 1 Notes 110-4 % 1 z 1 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD 4\l INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR J 1 I 1 I 2588-- u TO REQUESTING INSPECTION. \\J I 1 I I I _u co1 2588 0 / _ _ 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN Pl I I \� -- -------------- Q CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO U) z NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC Q 4P/ J I I I L-------------- SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL W 09 MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC 0 w SEE SHEET RD.6 SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST m REPORTS. Q J 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN W m ASPHALT PAVEMENT AREAS. J W N 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS ~ W. CHOLLA HILLS ST. (STA 6+60 TO 10+00.12) REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING U DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH W w 0 30 60 THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE O a FEET WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. �SS\ONAL EN�� Q� c,\srE OFF 3 6+10 7+00 8+00 9+00 10+00 10+56 s� 7-$-24 2600 2600 _p/ssT� o ER G�So� . . • . . . - . . It , .. w .. .1 1 . • . . . co �, ,. co • o � co Lj N O O CV .� IS J + 2592 °D 2592 W Q to UU Ao PPROXIMA E EXISTING GRADE AT ROAD C/L a z om Z. U l 3� gm 2588 N_ �. ° 2588 0.40 ° o U� H03 . wz� O D oti > �z DI-4A w> K U DI-413 Z 'o 'o 2584 2584 �W to I 30"DIA.CLASS 3 RCP Cjo z U d oW Y k U¢ ¢3 wj I o 2580 2580 o3 0 D /�� >Y O Y/ Lo 0 J N J O = N U 1 z � a 2576 2576 J Ln W J J a m z �� of ad Ooo H W O N N m W Q U vx Z 0 i Lu W d LL O 1 C JOB NUMBER: N 2572 11 • vT 2572 ID62338 N 1 ORIZ.SCALE:1"=30' DATE: 7-8-24m VERT.SCALE: 1"=3' 3 SHEET NUMBER: 2570 2570 Lii a y 6+10 7+00 8+00 9+00 10+00 10+56 W Q RD.3 ac W 0G p rn J SEE SHEET RDA SEE SHEET RD.2 \ I I 4-1 I \ I 3-3 I I ► 1 I I I I '. � "° I 1 I : : I ► I _ Keyed Notes O I I \ ?�96 :°•• '�9j 4P1 :° 4P1 4=' -4P1 ► I I \\ I I I ► I I •' 1 ;`\ �\�� \\ JI I I ►► II I I - II I °I I - I I 1 3" ROLLED CURB AND GUTTER (TRC) PER AC HD SUPPLEMENTAL-----------------7__T --- L STANDARD DRAWING SD-702 -(SEE 1/RD.11).2586----- 1+21.91,35.62'L 00 ---------------- 4P1 TRC:2584.91 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DR AWING ---------------- ------------- SD-709 -(SEE 4/RD.11).>1+57.05,50.00'L - - 00 00 TRC:2584.72 cn _ ---- 3. CONCRETE VALLEY GUTTER PER ACHD STANDARD SUPPLEMENTAL � / >: � � -- \ U b / \O 4 I I ; 1-4'' I 1, ■ DRAWING SD-708 -(SEE 3/RD.11). I v I I I■ 4. ASPHALT PAVEMENT SECTION - SEE RD.O / a I ■ ( ) 2 I 2_3 f. I' I I■ 5. SEE STORM DRAIN ON "SD" SHEETS. �:': 1+07.00,0.00' �%p �s% // W I m Z I "r 6. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING TRC:2585.10 O.• 0 1 / I N CO I■ :. : a 1 'I I : I ■ : 47.00' I SD-712H, TYPE H4 (SEE 5/RD.11). PROVIDE TRUNCATED DOMES PER / o: z _\ -------------- I : I ` •: ::'. . �. ■ ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT 4 1+15.44,27.79'R ? / // // - - - - - 33.00 :I I I ■ EXCEED 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL TRC:2584.96 / / / _ / •. aI t-1 `• ' .• �------------ :•: . . I 19-4 I I I■ NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED -2585__` �/� f ypA� \ // 47.00' �� o- 1 ,'1 ,`: ?I I ■ SLOPE REQUIREMENTS. 4'X 4' LANDING REQUIRED AT TOP OF RAMP. 13°/° 1+g8.06,28.53'L / i 133I00' �S� 2 2 ■ SEE SHEETS RD.8 - RD.10 FOR PEDESTRIAN RAMP GRADING TRC:2584.49 I �� `•;" ■ \ I m )..'•, ;; ; ', .... ■ REQUIREMENTS. C� 2+21.06 /' � 3+79.64,36.50'L 1-3\ ?` s I 5+41.64,36.50'L I : "5+74.64,36.50' 7+02.12,16.50'L ■ 7. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL DRAWING 1+57.00 �� JCL:2584.43 / 3+46.64,36.50'L ^ TRC:2586.16 TRC:2586.16 •°'' I; TRC:2585.74 I I■ CL:2585.37. OA- / / / / TRC.2585.15 TRC:2585.15 I SD-712G, MID-BLOCK(SEE 7/RD.11). PROVIDE TRUNCATED DOMES PER 2+21.06,16.50'L i + \ 5+21.64,16.50'L / \ 5+94.64,16.50'L + 7+52.12,16.50'L I I■ ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT O I 2.8" TRC:2584.35 6 //��° 00 3 99.64,16.50'L 6 �° 6 83.66,16.50'L I',5 I ■ ° \ \ �° I Sg / U 3+26.64,16.50'L fir, Lo 6 0, TRC:2585.14 TRC:2585.75 s e 6 o TRC:2586.11 TRC:2585.66 TRC:2585.94 EXCEED 1.5/o. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL •' a' b •.. c � TRC:2584.77 0 �l ---------------� •moo, � N• I -------- \ b :1 0 2+53.15,16.50'L o 1 !!�" -- --- ■ NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED � \ I / I SLOPE REQUIREMENTS. SEE SHEET RD.8 - RD.10 FOR PEDESTRIAN RAMP 1+51.87,49.74'R \ �e \ ?xOp��- TRC:2584.48 /a� g I f�� g �� ?Sgs ■ 7-1 TRC:2584.75 4 \ _ - - - - �, - - - - - - - -J - GRADING REQUIREMENTS. \ oo 8. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT 1 \ EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE 8W W 8W R nl 8W 8W 8W 8W 5+58.14 8W 8W 8W 8W 8W 8 � °'• � 4 3+63.14 _ � 6+83.66 5 � A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY 2 :\ .... .••' 1 c-o 3+00 CL:2585.04 3 2585 4+00 W.GLEASON ST. o 0 1 5+00 4 L:2586.01 3 6+00 ?5g5 - CL:2585.74 7+00 o b 1 ■ ~ / W SHALL BE REMOVED AND REPLACED. , 5 S SR �-M- S S' 8 n 8 8S n-M 8S 8 ).\C 8 8S $ RS E4 W 2+53.15 3+26.64 3+99.64 5+21.64 5+94.14 S 8 S 8 - , 8 . _ \ CL:2584.56 CL:2584.85 4 CL:2585.22 CL:2585.83 3 CL:2586.19 W GLEASON ST. 1 4 ■ w Notes 1+81.74,43.45'R - - \ •° 1+98.06 28.53'R TRC:2584.60 � TRC:2584.49 co 2 2 2 U) CONTACT DIGLINE 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD 48-HOURS 2+21.06,16.50'R 7 7 0 INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR BEFORE DIGGING I I TRC:2584.35 \ r-- ---- -- -- ------ ------ ---- --- c f o --- ----- -- -- - - TO REQUESTING INSPECTION. 1-800-342-IN5 F---- � �---- - N . : ;�9°I° � $` 5+94.14,16.50'R � � � - ■ I � 3+84.28,16.50'R 2+40.64 16.50'R TRC:2585.06 5+21.13,16.50'R 6 6 TRC:2586.11 6+53.02,16.50'R 6+83.66,16.50'R 7+20.52,16.50'R ■ 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN \ I TRC:2584.43 \ 2+53.15,16.50'R 3+09.28,16.50'R 1 1 4+59.28,16.50'R 1 TRC:2585.75 ��% 00 I I ■ \ I I I TRC:2584.48 TRC:2584.70 TRC:2585.44 TRC:2585.82 TRC:2585.66 TRC:2585.81 CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO \ I I I N I I I I I ■ NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC I 5+41.13,36.87'R 5+74.15,36.13'R ■ \ I I \I SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL TRC:2586.09 I � ` ' I TRC:2586.09 \ I I \\ 1 ■ MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC Lu> ■ SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST U O \ I s-1 I \ -_L I I I I I I I I ao I I I ■ REPORTS. J I I 10-1 i \ 11-1 12-1 13-1 1-2 2-2 3-2 g a \\ I I I I \ I m q � \ ■ 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN >_ I \ I\ I I I 2 a 2 I --2586- I I ■ ASPHALT PAVEMENT AREAS. CD m \ \ I I ti I z I I ` ■ 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS Q Z I e I �� I ■ REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING Q 2584-�\ I /k I I 47.00' DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH Lu 00 33.00' I \� I ■ THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE O � Lu 00 I I `�� I ■ WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE 0 m \ I I I 1 / // I J I ■ DURATION OF CONSTRUCTION. uj \ � oJ0------ -J L----------------J L-------- -= �____ --I-=J L------------- ---------- ,„ -----------� ----------------- --------------- o o ---------------- j _- =- 5 5 i w m-s - - -------------- 5 5 ------------ .�z�Zu 4P1 ---- - ------------ - -- - - 4P1 ��t-----�-PT-----APT 4P1 4P1 ----�#Pt -----4p - - -4P�-----4�'I------4P1 4P1 ---- 4�1 - 4P1 - -�Pfi-----APT-- -�PT� � ui LU r- -- - D_ 6 6P1 �PI 6P1 6P1 6P1 6P1 6P�1 - 6P1 6 1 6P1 16P1- 6P1 6P1 �+ ,x 6P1� 6P1� 6 I� 6P1 6P1 x - N W W z p W. GLEASON ST. + CT. (STA 1+00 TO 7+60) ° CL <- S\ONAL F,y 0 30 60 FEET �` STE G/�F 3 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+60 7-8-24 2600 2600 �qr oP� Pp F OF \ �� LSS K ER\��s • . . • . . .CO CO .. 0. .. .• .• .• - • . . . co co .. C\l co co 2592 N 2592 W V N o F =Z CR OLf LO O (VLO N J L0 0 o O OR Lri V OO + J L17 U O W O �''� v ao lA J Lo U J , o Lf) Ln CN7co N � N U U go N 00 CD N + J J a a + U N ci U U m + J Z� U 00 3 2588 APPRO IMATE EXISTING GRADE A ROAD CIL 2585 N Oo =Q 0 U 03 0 0.5 % 0.50 0 5 0 �Z lz 0% w 1.00% -�4 ° 0. 0% � oz 50% W w 0.40% Z 2584 FINISHED RADE AT R AD CIL 2584 Q 0 DI-2A Ci O DI-2B DI-1A oa DI-1 B ow Y k U¢ ¢3 O 2580 2580 ~ 3 p y Y O o3 0 Z 1 � N y N V 1 z � a W rn 2576 2576 W a a m 0ca W H 00 W ONN m Y/ W Q U vx Z 0 i LU W d LL O 1 JOB NUMBER: N 2572 T• 2572 IDB2338 N DATE: 7-8-24 1 HORIZ.S ALE:1"=30' VERT.SCALE: 1"=3' 3 SHEET NUMBER: 2570 2570 a Owl 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+60 W Q RDA O W 19 p J SEE SHEET RD.6 Keyed Notes O 258I I I -------J --- '' 4P1�---- - r \ ��\ 2S \ i nr' ---- _ s \ \\\\ -4 \ 1 I \ 1. 3" ROLLED CURB AND GUTTER TRC PER ACHD SUPPLEMENTAL � 4P1 4P1 - �5�44 P _----_ s \ VA\\ \ 3 �� 'I - 568 A V (TRC) STANDARD DRAWING SD-702 -(SEE 1/RD.11). \ �s \�\ `-- - 1 op \ \ \ 13+17.19,16.50'R � -r �\ \ 5 I \ \ \\�\\ \ N \ 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING TRC.2588.71 ------ \\ SD-709 -(SEE 4/RD.11). r � � I \ I 3. ASPHALT PAVEMENT SECTION -(SEE RD.0). ■--------� I 1 \ I I I 1 \ � \ \\ �� ' � 33°� \ \ ,, �� 1, I `'sue /\ \ I \ \ ■ \ I \ \ -'\ � 13+60.11,16.50'L \ 2 \ 2 \�� I 1 �/ \ / c9 \ \ ■ I I 1 \ 1 1 \ \ - \ \ TRC:2588.88 \ '• '. \ %' r� 1 l \` I 4. 14-FOOT WIDE, 6"THICKNESS CONCRETE SIDEWALK FOR IRRIGATION ■ I I �v I A\ � �,� v�� v A \ O 1 ,I \ �� V� \ ■ ` \\� \__ \ '12+92.15,0.00' ACCESS PER ACHD STANDARD SUPPLEMENTAL DRAWING SD-09 -(SEE 1 2 \ TRC:2588.69 I 4/RD.11). CENTER 14-FOOT WIDE THICKENED CONCRETE ON MANHOLE ■ \ I I \ \ \�� \ 2 14-2 COVER. ■ 1 \ 9+09.32,10.00'L / \ - 12+92.15,16.50'R \ \ ..•, ��"d \ \ I 8-4 \ 0 13-4 13+10.19,16.50'L \ � \ \ ■ 1 LIP:2586.36 \ \ TRC:2588.68 7G TRC:2588.61 \ \\ 5. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C. PROVIDE ■ I 1 \�� 15-4 9+16.96,14.17'L 14-4 \ \\ \ \ \�- $ o�� 12+81.54,19.55'R ; \\ TRUNCATED DOMES PER ISPWC SD-712.THE PEDESTRIAN RAMP CROSS ■ 18-4 1 I 17-4 1 I 1 16-4 I I 1 \ TRC:12586.60 \ \ - ��\ \ \ TRC:2588.54 _--- \\ SLOPE SHALL NOT EXCEED 1.5/o. THE PEDESTRIAN RAMP ■ I 1 I 1 \ ��\ b\ \ ----- _ \\\ LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS ■ 1 I 1 1 9+25.12,16.50'L I \ \ /I \\\\ \'° �, \ 12+74.05 --- e P \) \ ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. 4'X 4' ■ 1 1 1 9+05.32,10.00'L I \ 1 TRC:2586.63 I \ \ - 12+92.15,16.50 L`\\ \ a q,g% CL:2588.62- ---_ ---/ \� 1 LIP:2586.34 1 2S I 1 \ TRC:2588.61 \\\ - LANDING REQUIRED AT TOP OF RAMP. SEE SHEETS Ill -Ill FOR ■ 8+97.68 14.1 T L 8�� 9+52.12,16.50'L \ 0 \�- / \ �\ ,4 ti - 4P \\ 1 I\ I TRC:2586.74 \ �� PEDESTRIAN RAMP GRADING REQUIREMENTS. ■ 1 I I I TRC:2586.52 II I ?Sg� -_f. \ � 12+74.05,16°50'L \ 6. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT _ TRC:2588.54 _ ��---- �� \ \/ - EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE ■ 8+02.12,16.50'L I 8+52.12,16.50'L I 8+89.51,16.50'L I 10+01.63,16.50'L -/ \ --- R44.50, , .e \ 11+89.48,16.50'L=- - _ \ A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY ■ TRC:2586.14 1 I I TRC:2586.34 I TRC:2586.49 I I TRC:2586.94 I / \ 4P1 --- 4P1 ■ 1 1 1 1 I I \ \_------- TRC:2587.69 \ G13 G130 -Cl" HALL BE REMOVED AND REPLACED. 4 \ ■ --- I I \ -- 30 _ Via, 4 13-2 ---- -- --- --- - - �- --J I --- ■ I \ G130 -G130 ---- _ oo.i� / .2.5°I° ��\ -�-- ■ r\ � ---------------- \-- � N - - 2 3 \�.� 2{ / 12+57.42,31.65'R ri s TRC: . ..... . , • • . • . . o :F. `_ _ .`, Notes 4� p4o . / \\ r 8W 8 8W W 8W 8W 8 8W 4 W 8W 8 11+89.48 8 __` \ \ \ •r ll i a.ai A. \ / w W ■ 8+00 - 1 9+00 0 10+90 W.GLEASON ST. 11+00 0 - �- 1 Cl 2587.n Z 8S S 8S 8S 6 8S S 8S � 8S 8 8S 8S M 8S 8S � 8S 8S S �� v v I _ 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD fn i ? 1 °A�i. -a.ai •0.4% i/ 1 11+89.48,16.50'R N� A' / .p 12+40.21,34.31'R \ ----- / INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR ■ 58G ni ~ o.4i 3 2587 TRC:2587.69 asi s�o, TRC:2588.16 - ---- �o W - p TO REQUESTING INSPECTION. fl! 2 2 \\ >>T\ I\ / \ 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED DKXJNE ■ ---- 5 , \\ \\ \\J/ \ -- NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC ■ _-- ---- _--- - --- ----� ----- ------------ _----------- ___ 12+25.05,31.12'R \ \ \ SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL �F � -- 11+98.08,17.66'R -- \ / 1-800-342-1585■ i TRC:2588.01 \ - MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC \ TRC:2587.76 / ` �� -� _ - �� ■ I I I I I I SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST 7+88.02,16.50'R I I 9+25.12,16.50'R I I I / - 12+07.82,22.07'R ■ I TRC:2586.08 I 9+g0.52,16.50'R 10+60.82,16.50'R 11+31.12,16.50'R -� \ \ \\ TRC:2586.63 - � � TRC:2587.85 � \ REPORTS. ■ I I I I I TRC:2586.89 I TRC:2587.17 I TRC:2587.45 ■ I 8+55.52,16.50'R 8+89.51,16.50'R 9+16.85,14.17'R \ I I �1 �I I \ \ \ \\ \\ ti59� - \ \ 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ■ I TRC:2586.35 TRC:2586.49 TRC:2586.60 \ I I 1 I I I \ \ \\ \ \\ i \ ASPHALT PAVEMENT AREAS. ■ I I \\ N I IIl \\ \\\ \ ��/ /��/ \\ 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS Z ■ I 1 8+97.68,14.17'R 9+09.32,10.00'R I \ I l f I \ \ \ \ U O TRC:2586.52 LIP:2586.36 \ I 1 \ \ \ s/ \ REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING J ■ I I 4-2 1 1 I 5-2 I 6-2 ` I I 7-2 I 8-2 1 I 9-2 \ I I I \ I I r u t \ � �� - \ DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH J ■ I 9+05.32,10.00'R I� I I � I 10-2 \ \ \ / �\ \ / \ > LIP:2586.34 I I I I \ I I \ \ / 1 \ \ \ \ THAT THE FLOW OF IRRIGATION WATER AND DRAINAGE OF SURFACE ■ I I I I I I � I I I I � I O m p ■ I I I \ 1 I I1 I - WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE pp - ■ I I \\�s8� I \\ I I�I \\ I \\ \\ / l \\ \ I f I \\ \ DURATION OF CONSTRUCTION. Q U) Z ■ I I \\ \ II111 � 1 \ ` II \ I I I I W Y D ■ I I I I I I I I I I I I \ II I \ �, \ O - ■ I I I I I I I I \ II \I I / \ ry \ I \ \ I I�----I \ 0 O w ■ I I I I I,ti58�f I 1 1 \I1 111 I / �( \ \ -��\ \� \< m 2 ■ I I 1 1 / / \ \ \ \ \® \ Lu m___1 L--------- -----------� L--------- ==J- -1----L---__J L----- -- - L-----�___�_--� i ��--------------- / � - ----- --- Z��-- - ----� Q m ---- ----------- ----------- - 4P1 PI 4P1 4P1 4P1 1'I � #Pt- P-- - -4P� - 41'I 4P1 �4P1 X 4P1 4P1 4P1 _ 4P1 -API 4P1 ui W API 6P1 - 6 � / F API 6P1 6P1 6P1 PI EPI 6P1 �PI - U N w w z 0 W. GLEASON ST. (STA 7+60 TO 13+60) ° S\ONAL FN 0 30 60 FEET ��S�G\STE I 3 7+60 8+00 9+00 10+00 11+00 12+00 13+00 13+60 2600 2600 `P 7-8-24 �o OF ° 0 ° C a a � ° ° ° ° • • ui, ° ° 4.00' ;� a ° a ° ° • • • • °5° ° ° ° �• 2596 2596 °o�° ' 0 0 •• • r ° • 00 8W 8W c 8 8 8 -a'r 8W 8W ' m s o • ' 1 u oo o0 1 u co o c rcn co ti • Go � + + 9+00 W Cj L N U N U Q co N LL O 2592 U 2592 o W t� 6 M M 8S M S 8S c 8S 8S M 85 Q �o O O N O a a az O tT O o 0.40% 0.4 % 1 1 b 00 2588 2588 ° m � o0 I a zQ 0.400)D 5 ° ° ° o ° 4.00' ° �a H z ° ° Lo ° z - - - - - - - - - - - M - - - - w z w w io 2584 2584 a4 30"DIA.CLASS 3 RCP 1 V O z u) DETAIL - 1 -N J V d OW SCALE: 1"=10' "k U K ¢3 wj I O 2580 2580 3 p K y O U3 0 z F N � N U zLo C a 2576 --- 2576 Va Q '- � w a a m zco0ad W If) H W O N N m w Q E -X z � p w W d Lai 0 • a 0- o Q �1 JOB NUMBER: A, 2572 O _ST. (STA7+60 O� +6 2572 � IDB2338 N DATE: 7-8-24 HO IZ.SCALE:1'=30' M V RT.SCALE:1'=3' SHEET NUMBER: W 2570 2570 a to 7+60 8+00 9+00 10+00 11+00 12+00 13+00 13+60 Q R D.5 W ce J SEE SHEET RD.3 F------,_--1 F-------�-� Keyed Notes O AI II I 1 �I i 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL 00 00 / I 1 47;00' - i STANDARD DRAWING SD-702 -(SEE 1/RD.11). 33.00' I 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 -(SEE 4/RD.11). I l I � 1 / i 3. CONCRETE VALLEY GUTTER PER ACHD STANDARD SUPPLEMENTAL A24- 11-4 1 1 110-4 1 \ 9-4 2 I I \ 1 \ I i _2588 2 I DRAWING SD-708 -(SEE 3/RD.11). - \ 4. ASPHALT PAVEMENT SECTION - SEE RD.O . 1 / 13+86.00,16.50'L I I I \ I I C I I �� v_ I ( ) TRC:2588.98 I I, __ - 1 5. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING \ I O 4 116+05.19,36.50 L / 14+10.19,16.50'L 1 15+10.19,16.50'L 1 �\ 15+72.19,36.50'L II.: I TRC:2587.81 SD-712H, TYPE H4. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. / I TRC:2588.89 I TRC:2588.49 I TRC:2587.81 I I j THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5/o. 4'X 4' ` I LANDING REQUIRED AT TOP OF RAMP AS DEPICTED. THE PEDESTRIAN 14+60.19,16.50'L I 1 I 15+52.19,16.50'L I 7 � I RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE TRC:2588.69 TRC:2588.32 5 cn 5 I c 10 .•'�-• ' .. � IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE --- --J --- ---J - o 00 �. 19 16+22.19,14.67'L 0 22°I° 9 LIP:2587.92 DETAIL ACHD SD-7 - s 1 16+07.19 6. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL DRAWING 2 ' 2 � �.s� CL:2587.78 SD-712G, MID-BLOCK. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. t�2 Aso 16+14.15 THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. THE N. BO r 2588 q; CL:2588.00 PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO 1 14+00 i GNINE AVE. 15+00 1 �I 3 16+00 8 TOLERANCE IS ALLOWED ABOVE THE INDICATED SLOPE 8S 8S S 8E0o tiS S 7 8S n 16+22 19 REQUIREMENTS. SEE DETAIL ACHD SD-712G ON SHEET 7/RD.10. SEE M -3.1% 1 %1 SHEET RD.7 - RD.9 FOR PEDESTRIAN RAMP GRADING. 13+86.00 4 1 15+52.19 \� 1 ti 16+22.19 CL:2589.06-8N/ 8N/ gN/ N/ 8N/ CL:2588.40 osi W osi o.�r' 16+2588.15 7. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT 7 EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE 16+22.19,16.50'R A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY 6 9 SHALL BE REMOVED AND REPLACED. 6 I , 16+03.19 8. TYPE-II TERMINUS BARRICADE PER ACHD SUPPLEMENTAL STD. CL:2587.78 DRAWING SD-1132A-(SEE 2/RD.11). , 13+86.00,16.50'R _14+17.19,16.50'R 14+67.19,16.50'R ,1 15+52.19,16.50'R 15+88.69 16+07.19,14.50'R 9. TYPE-III TERMINUS BARRICADE PER ACHD SUPPLEMENTAL STD. 1 1 -TRC:2588.98 TRC:2588.86 I TRC:2588.66 I 1 TRC:2588.32 CL:2588.14 LIP:2587.85 DRAWING SD-1132B -(SEE 6/RD.11). i 16+05.19,16.50'R 15+17.19,16.50'R 15+88.69,16.50 R TRC:2588.05 13+67.19,16.50'R TRC:2588.46 TRC:2588.14 16+03.19,14.50'R CONTACT DICaLINE TRC:2588.91 I I I I ___ 1 LIP:2587.85 Notes -HOURS I I I 1 _� -I-- - 1 1 "1' -_I � eEr-oRE ac�Nc 16-2 1 1 1 17-2 1 1 18-2 / I 19-2 1 20-2 1� I 1-800-342-1585 I I I I I I / I I I 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD / INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. / I 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC z SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL J U)J MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC j 1 L--------1 �'-------1 L------- --------1 L-------- I SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST p 0 TIdt - - Ids Idt Id�� - - Idt Ids- - �J REPORTS. U m - 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN Q U) Q \� ASPHALT PAVEMENT AREAS. W Y 0 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS O Q� REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING Q 002 DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH N THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE Q m N. BORGNINE AVE. (STA 13+60 TO 16+22.19) WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE W 00 DURATION OF CONSTRUCTION. LLI 0 30 60 H FEET W Lu Z O O a �SS\ONAL EN�� 13+60 14+00 15+00 16+00 16+60 Q� ��srE OFF 2600 2600 3 �j 7-8-24 �O �ossT� OF 00 1- 1": Ln - Go 12 2596 "' 2 " + J 2596 a 0 0 • • 0 o ei ` .• •• .• • 4= 00 �O • • • • • Co N O OO 1 ' U 04N to 00 . ' 1 + 00 N �� - rJ + co t� ul) V • • 2592 2592 W n FINISHED GRkDEATROAD C/L o ~ Oe goo ° s 0.40/o -0.40% -0.70% om-2.50 2588 2588 g� 1.90% o 3.14% z APPRO IMATE EXISTING GRADE Ar ROAD C/L U� 03 og .z w� � oti > �z 2584 2584 ZZ O to �U J W Q 10 C O -VI U d OW Y k 2580 2580 w3 o �3 >Y O 0 03 O z W > N a o N 2576 2576 Z Z a W J rn rn LL Z T °°cp D _y Q m Z W [�f/II, H W O N N >- A O w Q V Q Z � I� 0 Lu W d LL O d o- O 2572 2572 z JOB NUMBER: 4 N HORIZ. CALE:V=3 ' IDB2338 O VERT. CALE:V=3 N DATE: 7-8-24 257013+60 14+00 15+00 16+00 16+60570 0 SHEET NUMBER: a R D m 6 c lt H W W I� Q c ;L� ----t--- t----� t--- t---- -------- Keyed Notes � l I^ ��---�/ �� /��%i` �� l l •- I I / �'f I �� I I I I I I I I I I 1. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING -I--- -- ----- / /� /� I/ I I /I% 1 SD-709 - SEE 4/RD.11 / I -L- -+- - - - � /'/ /l I� ; SEE SHEET GD.2 FOR BUILDING LOT GRADING 1 2. ASPHALT PAVEMENT SECTION -(SEE 2/RD.0). - / 1 I I �� I � �" I � �_ __i I � I I I I I I I I 1 oI'I I I 3. TYPE-II TERMINUS BARRICADE PER ACHD SUPPLEMENTAL STD. 5�� 1 DRAWING SD-1132A -(SEE 2/RD.11). 15-2 / I / 16-2 I 1 17-2 I 18-2 / I ti58$ 19-2 I 1 20-2 1 / j 1 4. SAWCUT AND MATCH EXISTING ASPHALT-(ISPWC SD-301, AND ACHD SEE SHEET / / /I I 14-2 1 1 1 1 J I// / I I / I I T GD.2 FOR / / / I I N �I / \� / I ) SUPPLEMENTAL STD. DWG SD-303 / I \ \ \ / / - / I I I I f I� I I I / I 1 1 5. DRAINAGE WINDOW- SEE 2/RD.0 \ I \\\ \ \ 12,2/ lb CONTINUATION / / I \'/ I 1 1 -2588 // 1 ( ) 2s'90, I 6. EARTH CHECK DAM WITH 5:1 SIDE SLOPES.13-2\ / $ CON:2587.90 7. 5-FOOT WIDE ASPHALT PEDESTRIAN CONNE CTION TO ROADWAY. 2.5" 1 - I I I I I I I I I THICKNESS OF ASPHALT PAVEMENT, PLACED OVER 4"THICKNESS OF FG:258804 / I . / 25a� 00 I' TYPE-1 3/4" MINUS CRUSHED AGGREGATE BASE, PLACED OVER 9.5" / FG-TOB:2593.71 N / FG-TOB:2592.59 /I I FGJOB:2592.07_2589 FG-TOB:2591.92 11 FG-TOB:2592.12 FG-TOB:2592.33 FG-TOB:2592.21 FG-TOB:2592.01 1 FG-TOB:2591.80 1 1 / 1 THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE. COMPACT ------------�- - I ------- J L L --- i L ---- � ----- -1 -1 L----- FG-MA:2589.28 / L I FG:2588.09 FG-TOB:2592.27 / W - FG:2587.71 FG:2587.51 FG:2587.30 FG:2587.71 FG-MA:2586.29 SUBGRADE, BASE COURSES AND ASPHALT PAVEMENT TO 95% MAX DRY / \ \ � / I �• FG:2587.42 / FG:2587.62 FG:2587.83 I i t idt Idt ��idt idt- ide/ /�d�l--.0% ids - �id�� -�� d� d� d� d� �i �id� �i d� 1 DENSITY PER ASTM D668. lillFG-TOB:2592.08 - -2589- - o h - - ->- - `,_ _ /=2588 I - - \ o - - - - 2588 8. GRAVEL IRRIGATION ACCESS SECTION -4"THICKNESS OF TYPE-1 3/4" 2590 M / 3+52.66 / a -__ 2589 I �: \ ,�, 2589 M 7+54.07,32.00'L �\ 2591 M� vi I I �� 9f / o f --,;� I ^\/' 2590) 1 ;f Mf M i Mt 2590 Mf ;f CON:2587.08 MINUS CRUSHED AGGREGATE BASE, PLACED OVER 12" THICKNESS OF 1+65.20 /_ 2593 2592 1 I � 3+38.66 / 59 2591 1 FL 2586 64 TO& 5.00' TOB �1-FOB 2592 2 TOB TOB TOB TOB TOB - 1 6" MINUS UNCRUSHED AGGREGATE BASE. COMPACT SUBGRADE AND /o:a% x1+7920 - �� o I I / 9 1 \ I I \ 0 2591 as.ags BASE COURSES TO 95% MAX DRY DENSITY PER ASTM D668. 2592 ,e, / I FL:2587.56 / a` / \ 4 1 1 2591 5+55.58 \ 2590 I' 2591� 1r o�0 / 4 �r +� 2590 I �" FL:2586.67 \ �^ FL:2586.06 + 1 258s �^ I 7+63.49,32.00'L 9. 6" THICKNESS CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 1+65.20,32.00'L 1 - -2590 - - - - - - - - / �� - �' - - -12589- - - - - - - - - - - - - - - - 2588 - I 3 CON:2587.05 9 - - - - STANDARD DRAWING SD-709 AT IRRIGATION ACCESS LOCATION. CON:2590.19 FL:2588. o: o. /.. o...{ ..I : 5 6+57.53 0 0 - T 36 T ... r :°: a.` a :.1' CON:2589.14' :r : .•:� T. : . .r' ;'T'. .T •-• T.• `. : . 0 0 r . � .• = \ a � •'. a ..- -,• '• � 14.00 8 ._ ` .. ,.-' • o .. . co _ o'•. co'.•_ "o. 10. RETAIN AND PROTECT EXISTING OVERHEAD POWER - PROVIDE �. .. �. . ��.: �. :. ; .:• f :' <<l :��• '. ��' FL:2586.13:' ; .•.. FL:2588.19 FL:2587.90 - o FL:2587.67 FL:2587.17 L FL:2587.00 FL.2586.78. FL.2586.39 o.•• FL.2585.62 FL.2585.39. AC:2586.74 1 AC:2589.75 7 / o_o c 7 TEMPORARY SHORING AS REQUIRED FOR CONSTRUCTION OF __ = 14,00'" , ' 2589 I "' � /' I� I _ /_ _' 2588 \��I -2� N 2587_ ___ 2586 I 5.00' 7+66.49,17.00'L _ ------- ----------- �f � I _ _ _ __ -- - - -mac --- _ -- -- _ -- - = ---o - --- - -- -- - _ - IMPROVEMENTS. ------------- ---------- --�`tL 11---I p_ 2587_ I - �- ---�7 - - - ----- EP-MA; --- _- - i^ -===2589--===_-_---�- 2589 _ �Z ---------------- I- -o EC,., J -�--2- -C r_uI I I I o� _ ==--2 86 - 11. 3:1 CATCH SLOPE. P = EP vP _EP 5 EP g EP EP e EP 0 2590 --- ----�--- - -- p�- c - 10 ----� o- 10 _- --- ---- �- - ----�---- - - 10 --�-- - ---- 6 -- N �-___-_- ---- 10� 6 0- - ----�- z� 1+00 ss 90 ss zT __�2+00��ss zl s80 2 r s zI 8 3+00 ss z o .S8 2589, z - s8 4+0p ��z s 2 s��s8-5+00 s z °ti.s8� �_"' �..2s86+00 - 2s zs8 r z o� 7+00 2 s zs8j s8 - f .8+00 8+14.49 Notes CONTACT DIC,LINE s- z A 4 > 9.5>.. cc 9� -- .9 A 8> 4 a e sir 88-_ > A cc 4 -- 8j - =,- ------r -I -- 48-HOURS o m r - M FL:2587.41 1+36.57,13.15'L ;� 2590' ;� ��- °C N. MERIDIAN RD. BEFORE DIGGING 2+19.56,32.00'L 2+69.70,32.00'L 3+19.52,32.00'L' 4+19.74,32.00'L 4+69.49,32.00'L " 5+19.18,43.00'L 5+69.76,32.00'L -\:6+19.30,32.00'L 6+69.88,32.00'L 77+19.80,32.00'L EP-MA:2589.95 - "y 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD 11-800-842-IN5 - 'I I 88.86 CON:2588.69 CON:2588.64 _ 2588 CON:2588.29 CON:2588.08 � CON:2587.69 � CON:2587.30 ROADWAY `"- CON:2589.02 INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR -- CON:2589.88 CON:2589.58 CON:2589.35 + AC-MA:2590.01- 1+65.20 17.00'L _ 25a9 FL.2 CON:25 -_ _ __ _ FL:2586.60 FL:2586.00 2590- _ l - _ --- 5�; -- CENTERLINE 587.33 -- -- ------ p 25g�� TO REQUESTING INSPECTION. -- ------ 2+19.56,17.00'L--- 2+69.70 17.00'L 3+19.52,17.00'L_--- - -4+19.74,17.00'L 4+69.49,17.00'L 5+19.18,17.00'L.-_2587_- 5+69.76,17.00'L / 6+19.30,17.00'L 6+69.88,17.00'L" 7+19.80,17.00'L 7+54.07,17.00'L ----2589 --1+55.82 17.00'L E :2589. 1 -- -2588 ---- - 301 �Ar EP:2589.50 --- _=EP:2589.21 - --EP:2588.98 3+69.08,17.00'L EP:2588.48 ___ --EP:2588.31_ EP:2588.09 EP:2587.91 -- EP:2587.70 ---_ --EP:2587.31 EP:2586.93 EP:2586.70 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN ---25s9---- EP:2589.91__ ----2588----_____=_ ------------ -----2587.----- -- 201 - - CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO ---- --------- --------- --- ---EP:2588.64 --- - _ ------- ----_ 10i __ 7I08 NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC 2590 -------------- AC-MA:2589.90 -MA:2589.62 AC-MA:2589.33 2589----AC-MA:2589.10 ---__ --- AC-MA:2588.60 AC-MA:2588.43 ----- AC-MA:2588.21--2588 -- AC-MA:2588.03------ AC-MA:2587.82 AC-MA:2587.43 AC-MA:2587.05 AC-MA:2586.82 SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL U _O ----------- - - -AC-MA:2588.76=--- - MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC J c_n SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST > i REPORTS. O p � 2 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN U J ASPHALT PAVEMENT AREAS. Q J 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS W 00 N. MERIDIAN RD. STA 1+36.57 TO 7+66.49) REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING 0 O w V DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH O m 2 z Lu THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE 2 LIU 0 30 60 WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE Q m FEET DURATION OF CONSTRUCTION. W 00 w W J Striping Keyed Notes O z ui A. 4" SINGLE RIGHT EDGE LINE STRIPING (YELLOW) -SEE TS-1112.03 O a STRIPING DETAIL#17. �SS\ONAL EN�� Striping Notes Q� G\STE OFF 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 2600 2600 1. ALL STRIPING SHALL BE IN ACCORDANCE WITH ACHD AND MUTCD �J• 7-8-24 ,ram STANDARDS. �TF OF \OP 2. OBLITERATE ALL STRIPING WITHIN THE LIMITS OF NEW STRIPING IN ACCORDANCE WITH ACHD STANDARDS. 3. CONTACT ACHD CONSTRUCTION SERVICES PRIOR TO PLACEMENT OR REMOVAL OF ANY PAVEMENT MARKINGS TO CONFIRM COMPLIANCE ' ' _ WITH POLICY AND EXISTING PAVEMENT MARKINGS (208) 387-6280. .. .. 2596 2596co co.I I I .• .• .• ■ • . . . co .• co • SAWCUT PR FILE(11' ) APPROXIMATE EXISTING GRADE 2592 AT ROADWAY C NTERLINE 2592 W EDGE OF PAVEMENTPROFILE 17'LT) o 10 OV DITCH F OW LINE 5'LT EARTH CHECK AM <z o 5:1 SIDE SLOPES ol z� 2588 - - 2588 \ _ o" 0 =Q DITCH FLOWLINE(25' T) og �z w� DRAINAGE oz WINDOW#1 ITCH FLOW LINE(25'L ) EARTH CHECK DAM w N= ASTM C33 DRAINAGE 5:1 SIDE LOPES to 2584 FILTER SAND c WINDOW#2 DRAINAGE DITCH FLOW LINE 5'LT 2584 to SEE 2/RD.0 c ASTM C33 WINDOW#3 FILTER SAND ASTM C33 c DRAINAGE 10 SEE 2/RD.0 FILTER SAND " WINDOW#4 Ci O ASTM C33 0 �= SEE 2/RD.O FILTER SAND oa +84.66 SEE 2/RD.0 oor w SAND EL.: 581.83 3+34.66 F3 50.00' SAND EL.: 2581.56110 2580 + .58 2580 Z SAND EL.:25 0.78 30.00' AND EL.:2580.67 O3 0 30.00' SAND EL.:2580 21 d00 6+12. 3 +24.494 7+54.49 Z 3 0 SAND EL.: 579.5830.00' SAND EL.: 2579.39 LL.SAND EL.:2580. 2 N � O � N Z V 1 zI a 2576L. 257600_ W - Lo m LL. H�ORZ.SCALE: 1" 30' 2 o O�a W ..1t Q V (6 v Y Z } Zap VERT.SCALE:1"=3' W w co N m Ln w Q 2-. Z 2574 2574 o w W O_� Q O 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3}DO 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6}DO 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 $}00 a a o O ■ 1 Z JOB NUMBER: N IDB2338 O Q DATE: 7-8-24 A SHEET NUMBER: o RD.7 oc °� a 4 4 4 4 a / a / a a a / A / Q) 4 c � Q / 4 / 43 �FG:2585.23 c � � Cb a a \ \ \ FG:2584.98 41 \ 4 4Q 4 d / 0 4 z Q a a \ FG:2584.90 a Q \ a \ FG:2584.94 a a o a FG:2584.78 0 \ coa a a a p8�O a c FG:2585.10 ° i� '41j�oo ° ° moo.: o oa C000 \ a o000 / 0 a a ° o00 a FG:2584.86 cn 0 �S a a Q FG:2584.84 °a /-QS, 1��o �80p• o 0 0 ^,/ a s /0000 � r o 0 � c� FG:2584.77 b FG:2584.56 a pp• o 0 Q 4 �•e ��o FG:2584.90 ° a o 0 o 0 0 FG:2584.88 a a FG:2585.23 a 00000 v c a a o 0 0 0 0 0 -- FG:2584.70 a FG:2584.79 a o 0 0 0 co CONTACT DKXJNE c p S% FG:2584.71 48-H URS BEFORE DKIaNG \8w � ^� FG:2585.07 1-WO-W-M5 \ r C Q ) Q o a �\ 8 FG:25\J FG:2584.58 w FG:2584.54 FG:2584.57 �� a a FG:2584.85 8w / ° FG:2585.17 FG:2584.84 FG:2584.88 ?/ / Z 8w °00 Z, U O Cb \ 0 0 0 0 o FG:2585.13 8w 7po ° 4 � \ °° op h „ O o � o� FG:2�84.83�� 0 6jj 4a \ U 8w m - FG:2585.11 (U) Z FG:2584.84 41 Y Q o c F 3:2585.15 w 0 \ 8w q Cb a ° FG:2585.09 Q O �S0 Aela. O� W \ 8w 41.00. �� 0Lu 0 ° J coo Sg\ a FG:2585.11 ` w co Q �J° p h c o\, w o 0 0 °°°°°` `P � ui LLJ Sg FG:2584.83 h°o°o o°o o � co F Cl) 8w cb v Sg FG:2584.81 w w 8 O 4 a Z FG:2584.85 �� FG:2585.22 v O a Sg FG:2584.81� a j'� i FG:2585.05 \s GtFgsoN a a a ��8w a ° NAL 8 Sr \ � <-SS ENG C/) 8w a FG:2584.82 !`G\STE sg 8w < a 3 OF i LPo FG:2584.54 8w �Pp��TF 4 FG:2584.55 \ SS K ER\C�S FG:2584.79 FG:2584.56 a 8S \ 8w • • ' • • • FG:2584.57 • FG:2584.85 s 8 a o 'pS ° w\ ' ,' \ •. • • h /\�FG:2584.86 �' W00000000°0°00 8S 0 �� 8S � 4ppl � \ \ , CD� \ �psoo a a \ 4 pp• � 8S\ ��00 FG:2584.62 \ a 8S FG:2584.92 a a a \ w oz \ FG:2584.64 \ \ ° a a a 8 \ o S ow a \ \ z 8S d 4 4 4 4 \ \ ou \ \ 4 4 o o a a FG:2584.81 8s s \ a zw \ c �m \ a a FG:2584.82 0 0 a a a oa FG:2585.06 FG:2584.83 r 4 \ 4 03 4 \ \ c FG:2584.84 zz a FG:2585.12 > v a °o0�'o. w w� 000000 0 _ FG:2585.14 a ° °00�0 0 0 000 0 io \ ° \ 4, o o o°o a �s pp' L„ �Z a W \ 4.pp, a 10 30 \ 4 =\/ "Cobo 0 4.pp• `% a o a FG:2584.87 \ a FG:2585.20 a w 3 FG:2584.89 \ \ a Q / a a r a C d L K y \ / Y O Q N \ \ 4 a 4 4 O \ a a 1• N U � z , a W �' um W o`� °o PEDESTRIAN RAMP GRADING AT W Q m zco N CL H W O N N m W. GLEASON ST. + N. GARBO AVE. 0 w W 0-L o a of _ 0- 0- o Q 0 5 10 FEET Q JOB NUMBER: N IDB2338 Ao DATE: 7-8-24 A Q SHEET NUMBER: wA w C oc RDm8 � CO ° 4 q/ 4 Q° 4 4 d ° d 4 ° / 4 4 J4° ° / ° it \ \ 4 CO \ , FG.2586.24 ° v ' 7 4 F 585.90 ° >� o a d° \ d d ` d d ° \ \ \ FG:2585.88' 0°° �o o� FG:2585.93 _2.40% 4 \ ° Q ° Q \ ° ° \ ° ° d Q ° \ d FG:2586.12 ° o° ° d X c •4.00 o o FG:2585.76 \ 9 o O� C/ �/ 0 0 0 d p. 0000 ° ° FG:2585.84Q 0So 400'1000 0 �/ FG:2585.76 / FG:2585.82 _\° d A 4o�0 �8jo00 0 � o ° 1.�/ .' ° V., y\° ey o0 40p FG:2585.89 ° a 8 \ ° ° d �� 0 O'o� . FG:2585.86 Q 4]a d o 0 D o c FG 2586.24 ° FG:2585.55 0 0 0 00 00, d 8 00 o d o FG:2585.68 w\ ° 0.-0 : .o \ FG 258569 o FG:2586.13 d 8w h� FG:2585.58 �/ 18 a N` FG:2585.73 Q , 8 \FG:2585.52 FG:2585.56 FG:2585.64 d ° d Q d o FG:2585.55 FG:2585.82 o ° o \ 7 FG:2586.16 8w FG:2585.81� FG:2585.85 00 Qp6 \8 w 00/ .�0% ° ° 1✓ CONTACT DMINE g. �o o 0 s/ \ Q 48-HOURS 0 0 0 0 c 4.00; FG:2586.12 \ BEFORE DIGGING \8w FG:2585so 1 So °o°o°/ d \ \ 1-800-342-1585 \ / /°00 000 FG:2585.82 b S\ \ 8w CO FG: 2586.08 SS \ 8w o is Q FG:2586.12 \ FG:2586.06 °d \ 8S \8w d ° 4.0 . �Op U O \ \ o\d O FG:2586.08 J U) FG:2585.80 .o J S\ 8w QD o 0 o'C� O 000000a� o 8S \ 8w �� 0� °C)0 ° Q ° Q U) Z \8 \ \ FG:2585.78 � . c o d d FG:2586.18 � Q s /� 8w FG:2585.78�� w FG:2585.82 \ O � \8 \ V`��0 \ FG:2586.0�0 O m � S\ \ �, 1QI 4 d ° S FG:2585.79 Q d Q W ° 03 8S Sw Q ° Lu 00 4 r J LU \8w d d SS \� \ d C) 8w W W ° SS o a d 8s 8w ° d Q FG-2585.77 8S CO �` G\STE ° FF d Q �FG:2585.52 8 8S w\ 3 FG:2585.54 ° �o \ 8`S 7-8-24 Pr� \ \ FG:2585.82° s 9 FG:2585.55 CO \SS �OSSTE OF Q C� n-- \o \ FG:2585.56 K ERA VV °° 00 y \ b ° o 000o00 8S V•<Q0 O d • • • • • FG:2585.84 4.00, '' 8S w \ Apo FG:2585.86 \ 6+o0 • • • ° CO .• .• .• 8S • • 00 00 00 0 • • • \ < \ d FG:2585.88 oFG:2585.67 f ° ° \ 8S • u FG:2585.88 FG:2585.66 \ • • [o ,5 ° 8 \ \'o, ° ?�o°c / S \ C 4/00"0 0 so - / 0 0 \ FG:2585.92 b Q CO O Oo o\o p0 e o 00 0 0 FG:2585.73 \ ° p° o '04% M Q 10 FG 2585.96 l w �Sn ° FG:2585.77 a o \ - Q d d FG:2585.72 FG:2585.77 z a ° \ az FG 2585.78\ o� O O ° FG:2586.08 g o FG:2586.05 I FG:2585.78 FG 2586.17 0 9010 d F w A. FG:2585.76 V.: .8 u °o / ° Q 0p ° FG:2585.75 0 400.0 0 FG:2585.80 A, oa �o 0 00 Cc FG:2585.75 d FG:2586.04 4 V o\o Aa a z Z w p•� d � ° ° /n 0 �n FG:2586.18 d Z ° FG:2585.76 \4 0 0° A' S% FG:2586.06 d ° d d of �� •.00 0010.0.n p FG:2586.05 ° Q d Q r o o 000400' a H °° d o A. ° ° ° CO oo-gip, o GD - d Q a aLL d d FG:2585.79 FG:2586.07 ° Q 10 a U FG:2586.10 / d d ° /A z o/ Q/ C� d Al°lo d \ ° ° �w Q ° � o FG:2586.06 W / \ a w d 4 \ 5 YK Q O � �0040o ° olO \ x FG:2586.17 \ O o o O �'3 O Co d N U) Z a z / d d ° W w J / ° Q (> ' W W Z } z 00 ad Lu Y W Q U. xQ. Z 0 i W W d LL O 0- 0- o O 1 PEDESTRIAN RAMP GRADING AT JOB NUMBER: N N W. GLEASON ST. + N. GARBO ST. ° DDATE: 7-8-24 D6233s N aSHEET NUMBER: 0 5 10 LliJ O oc RDm9 to FEET FG:2588.17 FG:2588.24 / FG:2587.92 ni FG:2588.01 FG:2588.11 _ / FG:2588.00 °\o -1.50% y� a zi FG:2587.96 FG:2587.81 C O o o FG:2588.14 �' d ' FG:2588.21 pi FG:2587.80 I \,�='�� • FG:2587.87 1.50%o d / 4P1 4P1 4P1 4P GO 4.00' ° 05% 4P1 4P1 4P1 4P1 4P! 4P1 ° �✓00 ° 4 lw a \ / A e o 0 FG:2587.92 o c o 0 0 0 �? o°°0 A< ° a \ \ °0 % 4000 00 v 4 FG:2588.19 d Q O� a `-4.6%00 -1.5% FG:2587.72 � °Oo � d d a d Q FG:2587.88 o a d a 'po -0.5% ^� FG:2587.92 fy� d -1.50% a \ / �D\• FFG::2587.74 1 2587.84 4 o o a a / FG:2588.11 f ]oo f d \ Q a FG:2587.90 1 FG:2588.16 ° d ,d -1.50% a d d a \ 1 d a . � o°' C 2� a FG:258788 -) o d , d d a X a o o° o°O a o 00 FG:2588.09 a d a o o 0 0 0 0 00 FG:2587.64 � a a ° e e I d Q Q d'o c I a 0.5%� Il a Q ° FG:2587.60 �� ° 4 FG:2587.62 ` ' I d -0 o d a ° FG:2587.81 d Q a 8 w d d 4/ d \ CONTACT DWNE FG:2587.61 � d a < a � FG:2587.58 U d 8w a FG:2586.63 FG:2587.83 0.5% 00 d d ° a -04 \ BEFORE DKMG Q 80 I 8w d d h\f 1- 0-342-1585 a a ° Q ° aoph� d d I \8 a FG:2586.55 1`1 FG:2586.64 o w\ ° d 0.4% ° Q -0 4% + 8W 8W 8W 8W 8W 8W 8W 8W co 4� 00 , d � 8w 0' a FG:2586.57 8W 8W d Q d Q \ FG:2586.32 N v Z h \ U O wfI 000c) o°oc)� Q d a d d a \ \ J (\� 1 d d 00 a w o°o° FG:2586.33 Q ° ° d 4 Q 4 d 4 4 d 4 \ f0, m 0 4 d d U Q -4.2% 8w 87 Q Cn Z 00 d a I 8S FG:2586.28 Q a a 0- Y a a w o 0 d a Q 0l 8S 4.3% d 0 p Lu \ 4 O a \ 30 FG:2586. co008w < a � w 10+00 10+ 8.08 8S \ Q m - - + - W. CHOLL LL] co 8s 91,00 A HILLS ST. 8 S8 �� __. �o S8 S8 d sw 8S w v 00 a Q \8S _moo '/1/ 8wLd o a a 8 G`FASOH 8w s\ ST LLI \ S�ONAL FN Z a Q d I 8S g �G\STE G/OFF Z \ CD of000O o � -1.5% 8s cod FG:2586.28 \ cPJ 7_8_24 �O 4 Z I a d 8S �TF OF \�P FG:2587.86 Q FG:2586.30 Oss /( ER�G�S� d I Q - FG:2587.65 J " 8S-1.5% d d a • • Cc)00 a d d a FG:2586.29 0°o FG:2586.31 8S r- • • • • • a FG:2_5_88.22 FG:2588.30 d d a o00o Ogti o '. •• • • \°o°o o°o • • • d Q a FG:2587.72 _ \ a d d Q co • • • • n� oc.o°o .• .• .• c 4 \ 4 4 h^� 4 • .• .• .• • d 4 Q _`\ FG 2587.73 �` �" ° a 4 d 0o FG:2587.68 a -1.1%�` _ \ d o c d a FG:2586.55 .p4 d d a A' oo 00000 '' 7 m Q d ° d a 8S d ?� °0 0 0 0 0 a FG:2587.99 'q 4 4.� d d FG:2587.88 `' o 0 0 0 o C0 FG:2588.03 FG:2587.97 Q -1.50% % � �� d .o:G o O n -g y� FG:2588.06 _ _ 4 Q a FG:2586.57 • • O°°O° \ A Q FG:2586.63 1 0 mFG:2587.99 FG:2587.88 v�i °°°° Zo�, Q FG:2588.05 M o o° o v A9 0 0 1.0% FG:2587.87 °o°00 ��° a ° d a o000 FG:2586.64 o 00 .4.1%0° 1.5% o \ ow %k' a o 0 0 u� 1.80/o FG:2588.08 a 4.00' co FG:2587.99 0 FG:2588.03 d 4 4 0 0 °° " FG:2588.01 o "' \ \ 0.'° d d >a 40 \L �ip V to d <z \ a 3.4%p 0° 0.5% do \ a Q o o Q a-1.50/o o FG:2588.09 \ a FG:2587.94 I ° Q z a ° �•o a FG:2588.28 FG:2588.36 d d �m \ FG:2587.95 d I d d a o N FG:2588.27 � a d d a d o Q Q 00 M FG:2588.13 00 a � \ a o 3 c \ \ \so a ZO Q z FG:2588.40 a -2.0% -2.0% I / \ Q d d d z w a a Q ° I a lo d Q a 00 d 4 Q - � 4 CO d a a \ 4 d io a Q zi zo -in ow rG Q U K cn w j d 4cc d 0 a Q tjo Z °z a°3 0 N PEDESTRIAN RAMP GRADING AT PEDESTRIAN RAMP GRADING AT oc N IV N d ' W. CHOLLA HILLS ST. + N. BORGNINE AVE. W. GLEASON ST. - MIDBLOCK W W � o � ' z co 0 5 10 0 5 10 2 D cn o o FEET FEET I U � co U v z qrm O w w a u- Q 0 Of a 0- o 0 a �1 JOB NUMBER: A, IDB2338 ,AC DATE: 7-8-24 A a SHEET NUMBER: wA w O F-W RD. 10 o 8'-0" 1 r2 5" THICK CONCRETE 12" Off' r4 RDA 1 RD.11 \ RD.11 6" STANDARD CURB ' 75 AND GUTTER ALUMINUM PLATE (TYP.) 10" 1'-2" 1" BATTER o� o o 4" OF 3/4" MINUS CRUSHED BASE MATERIAL AS PER SECTION-800 rn 0 0 \ EXTEND SUBGRADE & BASE 6" BEYOND CURB PLACE CONCRETE AND CRUSHED BASE o RED WHITE 30' CROWN 5" THICK CONCRETE 12 PER SD-709 (WHEN APPLICABLE) R1/4 � TAPER (MIN.) 3" ROLLED CURB 1.75% t 0.25% R1/2" ° AND GUTTER B 3: FI�C TYPICAL 1/2"x3" BOLTS, WASHERS FLOWLINE & NUTS (2 PER PLANK PER POST) VANDAL PROOF OR RIVETED e4:;_. c ; ';;•�;'i4=� 2 " '�' D " 4" OF 3/4" MINUS CRUSHED BASE 2"x2" 14-GAUGE A.S.T.M. A570 POSTS D MATERIAL AS PER SECTION-800 o �� 3 M —I I—I I I—III—III—I I—I I—I I—I —III 1 6" BEYOND CURB EXTEND SUBGRADE & BASE VANDALGUARD STAINLESS STEEL -N —III III I—I —I BOLT & VANDAL-PROOF NUT 3 B VARIES 12" 5" THICK CONCRETE 12 CVO - _ — — _ I D 5-10 3 __ II II III III _ p p I— 6" STANDARD CURB p - MONOLITHIC POUR CONCRETE 1.75% t 0 25% D D p 4 D D p D I Tj III I 'I •III 1 PER SECTION-703. AND GUTTERj. P •' D D 5'-O" EXPANSION JOINT AT POINTS SURFACE REPAIR OF RADII TERMINAL.O3 © .. o:> (4' MIN) 4" OF 3/4" MINUS CRUSHED BASE ' 4" AGGREGATE BASE PERSPECTIVE MATERIAL AS PER SECTION-800 6" 4'-0" EXTEND SUBGRADE & BASE NOTES: 2'-0" 2'-0° 6" BEYOND CURB R1/2" VARIES 12" 12" T 0 THE ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR ON THE 5" THICK CONCRETE �� CONTACT DMNE `.. 5'-10' g. NOTES: 1.75% t 0.25% PLANS. s 3' ROLLED CURB �URS AND GUTTER ~ 3: OA GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND © MARKINGS FOR BARRICADE RAILS SHALL BE RED AND WHITE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45° 0 Fi<< BEFORE DIGGING THE PUBLIC AGENCY HAVING JURISDICTION. IN THE DIRECTION TRAFFIC IS TO PASS). LEGEND: d Og BASE: 4—INCH COMPACTED DEPTH OF 3/4—INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACED AS © THE CHEVRON STRIPING ORIENTATION SHALL MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. 10 6" OF 3/4" MINUS CRUSHED - - D. g D D>. SURFACE REPAIR MATERIAL 3 ASMINU PER S CRUSHED BASE SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. AGGREGATE BASE MINIMUM. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL , © SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF O CONCRETE. PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. EXTEND SUBGRADE & BASE STANDARD AUTOMOBILE HEADLIGHTS. O / TYPICAL SECTION B CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT 3 1 2" EXPANSION JOINT. 6" BEYOND CURB z WITH 2x SIDEWALK WIDTH FOR SCORE SPACING.) EO FREE STANDING BARRICADES SHALL BE BUILT SIMILAR, BUT 2"x2" POSTS SHALL BE 6'-0" LONG AND SHALL HAVE NOTES: U O 2" x 6" x 4'-0" LONG SUPPORTS SET 90' TO AND CENTERED ON POST FOR SUPPORT AND ATTACHED WITH O LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. J � OE MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. (2) 1/2"x7" BOLTS WITH WASHERS AND NUTS. NOTES: © BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. J OF BACKFILL AS PER ISPWC SECTION-706. OA GRADE OF GUTTER MINIMUM 0.4%. C SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% t 0.25% UNLESS OTHERWISE SPECIFIED BY THE OWNER. O m 0 FO ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. — © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. © FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. OD SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. U D z © ALUMINUM PLATE SHALL BE A MIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN. 2 GAUGE) ON BOTH TOP AND BOTTOM. Q (/� OH USE ROLLED CURB IN RESIDENTIAL AREAS. WHEN LOCAL JURISDICTION REQUIRES VERTICAL CURB AT Q INTERSECTIONS VERTICAL CURB LENGTH TO BE FULL RADIUS PLUS 5 FEET AT EACH END. TRANSITION LENGTH © FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. OE 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO � Y FROM ROLLED CURB TO VERTICAL CURB 2 FEET. PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. W O OD PAY LIMITS FOR VALLEY GUTTER. O DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" O Lu MINUS CRUSHED BASE. 00 2 Lu Q J 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION w m IDAHO STANDARDS 3�� ROLLED STANDARD DRAWING IDAHO STANDARDS TERMINUS BARRICADE STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING ~ a FOR PUBLIC WORKS NO FOR PUBLIC WORKS NO FOR PUBLIC WORKS NO FOR PUBLIC WORKS C 0 N C R E TE N0. CONSTRUCTION CURB AND GUTTER SD- 702 CONSTRUCTION TYPE III SD- 1132B CONSTRUCTION VALLEY GUTTER SD- 708 (ACHD S SIDEWALK SD- 709 (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) � ° O a SS0AL FNG 5' CONCRETE SIDEWALK ATTACHED SIDEWALKS f Q� G\sTE ��FF MATCH WIDTH OF FACILITY I 3 � 6• 7-8-24 Q 0 5' CONCRETE SIDEWALK A H �Os TF OF 4 `OD s ALUMINUM PLATE (TYP.) h �( ERA °� �. TYPICAL 1/2"x3" BOLTS, WASHERS ' . • OD & NUTS (2 PER PLANK PER POST) co VANDAL PROOF OR RIVETED 'a ' .• `� `� low A • H V F 0 ' , .. .. .. -(� 0000 . RED WHITE • coo I X ��2"x2" 14-GAUGE A.S.T.M. A570 POSTS MIDBLOCK , 2 TOE RAIL N.T.S TYPE "H4" TYPE "H5" LEGEND RADIUS G7 1.5% t 0.5% (2% Max. Slope) CO N.T.S • DIRECTIONAL RAMPS - STANDARD DOMES ♦ 7.3% t 1.0% (8.3% Max. Slope) ° a 97 3 1.07 (10% Max. Slope) R ADWAY 6 5' MINIMUM 6 III—III—I11=11I=1y�_ INSTALL CURB LEGEND 6 l" FLUSH WITH VARIES 1.5% t 0.5% (2% Max. Slope) 0 —I =1 111= SIDEWALK VANDALGUARD STAINLESS STEEL GUTTER PAN 5" CONCRETE l � 7.3% t 1.0% (8.3% Max. Slope) ag N -III III- I— —I BOLT & VANDAL-PROOF NUT I I=1 =III III- a =1 I 1 11- —I — tX 4" OF 3/4" MINUS o CRUSHED AGG. BASE o OD SECTION A-A N� �J 5'-0" N.T.S m Op NON DIRECTIONAL RAMPS NOTES: ag Gcnci NOTES: RAMPS FOR CORNERS WITH A MIN. 15' RADII. z OB RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. j �� TYPE "H6" OA THE ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR ON THE © RAMP DIMENSIONS, MINIMUM DIMENSION INDICATED MUST ALSO MEET SLOPE CRITERIA IDENTIFIED ABOVE. a �> NON DIRECTIONAL RAMPS W/ RADIAL DOMES PLANS. CURB TYPE = STANDARD 6" VERTICAL PER ISPWC SD-701 so THROAT DEPTH = 5.5' FROM FACE OF CURB © MARKINGS FOR BARRICADE RAILS SHALL BE RED AND WHITE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45° THROAT WIDTH = 4' MIN. Jw NOTES: IN THE DIRECTION TRAFFIC IS TO PASS). WING = 6' TRAVERSABLE AO RAMPS FOR CORNERS WITH A MIN. 15' RADII AND UTILIZING ROLLED CURB. OD RAMPS REQUIRE A MINIMUM 4'X4' LANDING IN SIDEWALK ® 1.5% t 0.5% (2% Max. Slope) zu) © RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. © THE CHEVRON STRIPING ORIENTATION SHALL MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. OE RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPEw @D THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL Q 4'x4' FLAT STREET SIDE LANDING - CONCRETE FILLET MAY BE REQUIRED. °z C RAMP DIMENSIONS, MINIMUM DIMENSION INDICATED MUST ALSO MEET SLOPE CRITERIA IDENTIFIED ABOVE. G CURB TYPE = STANDARD 3" ROLLED PER ISPWC SD-7o2 ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS SHOWN ON SD-708 w3 STANDARD AUTOMOBILE HEADLIGHTS. THROAT DEPTH = 4' FROM FACE OF CURB © THIS TYPE OF RAMP MAY BE USED FOR SIDEWALKS IN AREAS THAT DO NOT HAVE 5 THROAT WIDTH = 4' MIN. ADEQUATE SPACE FOR LANDINGS REQUIRED TO MEET ADA. WING = 3' TRAVERSABLE EO FREE STANDING BARRICADES SHALL BE BUILT SIMILAR, BUT 2"x2" POSTS SHALL BE 5'-0" LONG AND SHALL HAVE WING = 1.5' NON TRAVERSABLE 2" x 6" x 4'-0" LONG SUPPORTS SET 90° TO AND CENTERED ON POST FOR SUPPORT AND ATTACHED WITH ON CONCRETE CURB WILL BE PLACED AT THE BACK OF THE RAMP AND ADJOINING SLOPING >r 0 SIDEWALK. HEIGHT OF CURB WILL BE DETERMINED BY THE ADJACENT PROPERTY BEING z o3 0 (2) 1/2"x7" BOLTS WITH WASHERS AND NUTS. TIED INTO. CURB HEIGHT WILL START AT 0" AT THE TOP OF THE SLOPING SIDEWALK OD RAMPS REQUIRE A MINIMUM 4'X4' LANDING IN SIDEWALK @ 1.5% t 0.5% (2% Max. Slope) AND WILL VARY AS NECESSARY TO RETAIN THE ADJACENT PROPERTY BEHIND THE CURB. OE RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE & TRAVERSABLE WINGS 10:1 (10%) OF ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. 0 ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5 N OF NON TRAVERSABLE AREA - PATTERNED CONCRETE\LAWN\GRAVEL\ETC. © ALUMINUM PLATE SHALL BE A MIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN. 2 GAUGE) ON BOTH TOP AND BOTTOM. INCHES THICK WITH 4 INCHES OF 3/4. 0 �5 OJ THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT N © 4'x4' FLAT STREET SIDE LANDING - CONCRETE FILLET IS REQUIRED (AS SHOWN) EXCEEDING THE MAXIMUM SLOPES ALLOWED BY ADA. ci CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS SHOWN ON SD-708 6 7 Z Lo li OH CURB IS NOT REQUIRED TO BE FULL—HEIGHT RD.11 w J g, RD.11 RD.11 > aa� W Q m z coo°D Df ad a ° 5c } 2017 ACHD REVISION Sheet 2 Of 3 2017 ACHD REVISION R U LU U z rm IDAHO STANDARDS » » IDAHO STANDARDS 2017 ACHD SUPPLEMENT o w w a- � ¢ 0 FOR PUBLIC WORKS PEDESTRIAN RAMP TYPE H STANDARD DRAWING TERMINUS BARRICADE STANDARD DRAWING W FOR PUBLIC WORKS Q a a o 0 CONSTRUCTION NO. N0. IDAHO STANDARDS (ACHD SUPPLEMENT) FOR ROLLED CURB SD-712H CONSTRUCTION STANDARD DRAWING (ACHD SUPPLEMENT) TYPE I I - 11 2 A FOR PUBLIC WORKS PEDESTRIAN RAMP TYPE "G" No. 1 JOB NUMBER: 11 CONSTRUCTION SD-712G IDB2338 0 (ACHD SUPPLEMENT) aDATE: 7-8-24 rSHEET NUMBER: ca w y L a~ RDolI 0 I -mil 6 i 1 I I DI-3A_ _ 0 R _ 6P 6P/Cp 4+89.67 14.50E C �_ „ f 6P1 6P1 6P1 6P1 1 I 1 \ H ATER=2585.16• \ / RIM: 2586.31 6P u EXIST ATER LEVEL=2584.66'ry N 12"IE OUT: 2583.31 (S) 30 RC _ DI-4A 30 RC Q25: 0.18 CFS -____. O _-- 8+77.50,-14.50E _ Q 25: 0.18 CFS �3OCF RIM:2587.11 1 - 12" IE OUT: 2584.11 (S) ��`0 s 4P1 _ 4P1 Q25: 0.45CFS � -- ---J Q100: 0.62 CFS,3 - 29.00'OF 12"C-900 PVC @ 1.00% ,; a a V100: 2.7 FPS 8W_ 29.00'OF 12"C-900 PVC 1.00% 5+00 DI-3B 8 - ►v v I \ W V100:3.4 FPS 8W 8W 2-1 / yj 4+89.67, 14.50R / 1 \ 6.75 OF 12"SDR 35 PVC @ 1.48% --RIM: 2586.31 8W_ I+00 / I I IV 8+77..50, 14.50R 1 d \ J \\ V100:4.2 FPS 12"IE IN:2583.02(N) - _ / Z 9+00 III \ a+ \ / 12"IE OUT: 2582.92(S) - �� _ s Sg I S g RIM: 2587.11 O \ 12" IE: 2582.82 1 Q25: 0.38 CFS N 12" IE IN: 2583.82 N 8 D W. CHOLLA HILLS ST. I I 12" IE OUT: 2583.72(S) �\ RIM: 2586.62 2 Q100: 0.53 CFS W. CHO L I QZ \w �\ 1 o I 5.059CFS • \ Nj ' - - L A HILLS r - 6.75 OF 12 SDR 35 PVC @ 1.48/o ` I I Q100: 0.83 CFS �� S S ° r 12 IE.2583.62 \ a' 25 /N FG 2 86.68 :° 5 V100:5.0 FPS ,• ZT a 5 ° • < \ l 1 w _ _ / SG#3 I " z - I - _ - - M _RIM:2587.44 J 1000 GAL S&G TRAP s H� I _ RIM:2587.42 ' ' SG#4 TOP OF LOWER BAFFLE EL:2582.57 1 3 50.00' - I 2 1000 GALS&G TRAP ' 01) M -- FG:2587.50 n M . - -- - 6 • •• TOP OF LOWER BAFFLE EL: 2583.37 / � °•. I ' \ :° • / 18"IE OUT:2581.57 I 5 0 / / r ----- - -_- � I I 18"IE OUT:2582.37 - i AIR 5 \ 1 4 �� o\ -- I I 7 7s 5o p0 Wi"; v CONTACT DKX JNE soo s-4 48-HOURSSG#1 _ I 1000 GAL S&G TRAP �' ` BEFORE DIMNG a, l' I I I \ I I TOP OF LOWER BAFFLE EL:2580.40 1_1 H \ 1-800-342-1585 I I 1 I \ I I II P� 18" IE OUT:2579.40 (25• `\ �V/ � � ••. SEEPAGE BED#3 � �58>�� I I � I 1 1 I �° o_ I \\ � I s II � 8.99'OF 12"SDR 35V1 0:PVC @5.3 FPS 1.11% �� .d � '�� ' / •, • M/H�� I s III I L---------- ---- I s / I I I I I to I \ x RIM:2584.53 Z 1, I I \ III - - - - I oo Z SEEPAGE BED AI I I - I p \ p2 �SBs / `J 7-4 I 5 I � I hII11 II --- ---- ------ I 1 FG: 2584.68, / CIDO_ I I I \ A �' SEEPAGE BED#1 / I 7 III I I J 29.00'OF 12"C-900 PVC @ 1.00% // • ``�\`��\4p�\ I I \\\ I II I I 1 I I/ I I :II I � I-II Il II - 25 V100:4.4 FPS ,• � Y QO �5.50' RIM:2584.54- 0' IL W O 10-410.0 _ 0 010� 4pl I \ I I I �° - -- Jc? 12 IE. 2-580.65 �,,, / � w P s I I I I T I \, -- 8w � - � m � -A\ w a ,� ,• • ' / ' \ I I I I ~ 4 \ + � -2588--- ,' \ \ � \ \ \ �� \ � Q m r• S00' I I I \ \ DI-1 B a O \ W m l l �75p- I I I 2588 I / ` I I 2+22.54,-14.52E Q� I- Lv W 3• / / I \ / DWA \ RIM: 2584.15 8w y L- --i--------- - 2+21.81, 14.48R 12"IE IN:2580.85(SW) `\ - - - - RIM: 2584.14 M 12"IE OUT: 2580.75(NE)� _ 3+ 8w w Lu f / 5 / 3 / 4P I I �' �l II- i 12 IE OUT: 2581.14(NE) \\ Q25: 1.07 CFS -Z / zCb 3: o --- ----- -- Q25: 1.01 CFS \ S8 \8W o a • / I Q 1.49 CFS �° • / � / \ Q100: 1.40 CFS r l l 4p J \\ /^ • qS0 � EN I • • s8 � �\� i \ � ' o�c S �sr E • 4 • . . , •• • l l l \4P `�w`l\ � � �' S � ,. � Q� Fes. qODp °�j 7.8.24 �O / 3 / �a / / \N N 4+00 OF �w�, �\ / /�\ / \ 6 \ S K ER\ ySEEPAGE BED#2 / / // / I \\\ `\ - - N STORM DRAIN - AREA 1 (ACHD) M Im . 'Zor" 'Zor" . • .. .. .. \\\\\\ \ 0 20 40 • • • • • FEET Z „ ' 50.00' N co e / FG:2586.17 / - o , STORM DRAIN AREA 4 (ACHD) 8W o SG#2 / &00 5 RIM:2585.79/ 2 / 1000 GAL S&G TRAP / / 0 20 40 1 01) FEET w . / TOP OF LOWER BAFFLE EL:2581.72 / / a �o S 18"IE OUT:2580.72 / 6.75'OF 12"SDR 35 PVC @ 1.48% / / �N 2586 8SV100: 5.9 FPSgo RIM: 2585.77 z 1 M_ o 0. S 8W 12"IE: 2581.97 DI-2B Nw \ w '- 8S 6+84.66 -14.50E OKeyed Notes Notes ° RIM: 2585.46 m 0 29.00'OF 12"C-900 PVC @ 1.00% ^�\7+00 12"IE IN:2582.17(S) j4 V100:4.4 FPS / 12"IE OUT: 2582.07(N) 1. STORM DRAIN PIPES ENTERING AND EXITING INLETS SHALL BE z w� \\ 8SQ25: 0.80 CFS 8W 1. INLET CATCH BASIN TYPE-IV(FOR ROLLED CURB) PER ACHD o 1 \ SUPPLEMENTAL DRAWING SD-604A(SEE SHEET SD.3). STORM DRAIN CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES L o� Q100: 1.12 CFS AT THE INLET -COORDINATE TOLERANCES AND REQUIREMENTS WITH W w? c5 PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN Of w; \ / 8w� ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET. ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE DEFECTIVE WORK SHALL BE REMOVED AND REPLACED AS REQUIRED TO WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO DI-2A, 9 G�Fgso S ?S MEET ACHD STANDARDS. NO ADDITIONAL PAYMENT SHALL BE MADE. ADDITIONAL PAYMENT SHALL BE MADE. Qo 6+84.66, 14.50R N Sr, 8\ 2. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER zu) RIM:2585.46 \- b \ DESIGN GUIDELINES BMP#1 (SEE SHEET SD.3 AND SEE DETAIL 2/SD.2). / 12"IE OUT: 2582.46(N) M 06 3. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES oz Q25: 1.14 CFS Q100: 1.60 CFS \\\ \ BMP #20 (SEE SHEET SD.4 AND SEE DETAIL 1/SD.2). M �� / 4. 10' PERIMETER STORM DRAIN EASEMENT - NO PLANTINGS PERMITTED AS wj O PER ACHD POLICY. y a O Tom 5. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL z 03 O DRAWINGS SD-627 (SHEETS 1 &2) - (SEE SHEET SD.3). LOCATE y MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD a N STORMWATER GUIDELINES BMP#4 SHEET 2. u N 6. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE a z AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). - Z a STORM DRAIN - AREAS 2 + 3 (ACHD) 7. CAP END. Q^ Q } m 00 ad z 00 0 20 40 Z y �/� U Lu oo m Y/ FEET w Q ) X z To O w w a LL Q O a a a o O Z .' QJOB NUMBER: A, p� IDB2338 N Q DATE: 7-8-24 G SHEET NUMBER: ui /A Lm ° SDA w 24" DIA. CAST IRON Y 24" DIA. CAST IRON SEEPAGE BED WIDTH=SEE PLANS ROADWAY SECTION RING AND COVER Q RING AND COVER OR LANDSCAPE PLANTER J CONCRETE COLLAR PER ISPWC SD-616 (REQ. IN ALL (SEE PLANS) z o PAVED AREAS. NOT REQUIRED WHERE SAND AND 18"DIAMETER DUAL WALL ADS 1 PERFORATED PIPE @ 0.0%(SEE PLAN FOR PIPE SIZE). PIPE "� w 12 GREASE TRAP LIDS ARE LOCATED COMPLETELY D WITHIN A PLANTER SHALL BE PERFORATED AS SHOWN ON THE PIPE p a PERFORATION SCHEDULE INCLUDED ON THIS �' - PLACE WOVEN GEOTEXTILE FABRIC DETAIL SHEET-CAP END. STRUCTURAL FILL BETWEEN BOTTOM OF ROAD SECTION A5° 4S, ON PAVEMENT SECTION SUBGRADE AND TOP OF DRAIN ROCK FOR BEDS WITHIN PAVED AREAS GROUT GROUT COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 ? Q / a Q 4 a OVER SAND AND GREASE TRAP. FINISHED GRADE �� CONCRETE GRADE RING A �D Q GROUT GROUT -7' FABRIC SHALL EXTEND A MINIMUM OF �318"DIA. t = 00 RISER SECTION AS RR a P GROUT GROUT` 6-FEET BEYOND THE SAND AND / PERFORATION r W w (12" MAX GRADE RING H�C T� Q a Cr GREASE TRAP ON ALL SIDES. (SKAPS TOP OF 18"PIPE PERF.EL aim \°D DaD�D Da N GEONET TN220 OR APPROVED DRAIN ROCK / SEE PLAN FOR PIPE SIZE - GRO v � Q �P� a 5.00'NON.PERF. EQUAL) -GEOTEXTILE FABRIC IS NOT / ( o PIPE(TYP.) REQUIRED UNDER LANDSCAPE / DDDDo 1 DD D� TERFORATED PIPE IE TO O // o a a 8 ° AREAS. / L/�L/�L/� �L/� -L C7�` OP OF DRAIN ROCK v / C>� O� PIPE 5.0'INTO // / IMPERMEABLE SILTS AND CLAY pQp� pQp ° GROUT NON.PERF. w /jo w/ �� 18"z PERFORATED PIPE IE.- // / �Q\ 7�QA SEEPAGE BED D / / 18"DIA.DUAL SEE PLAN FOR PIPE SIZE AND O / BACKFILL DAD p D� o a z c� 1 0 0 0 0 0 0 0 0 0 / WALL ADS PIPE Q EL B > / ¢ - C PLACEMENT IN BED / SEE NOTE 4 INSTALL 6 OZ/SY NON-WOVEN GEOTEXTILE FABRIC (SEE PLAN FOR PIPE SIZE) SAND AND GREASE D V � a z o a a Q a PIPE TOP OF LOWER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o TRAP WITH CHIPS Q Q D 0 0 0 0 o no no no no no 0 0 0 0 o AASHTO M288 CLASS 2 ON TOP&SIDES / 1 / aD� aD a I N BAFFLE EL. DDDD2"CLEAN ANGULAR DRAIN ROCK �� / / D D / O�O�O �O-�O-�O-�O-�O�O�O�O O�O O // / 3/" DIA PERFORATION IN �p D p�p EL A F OW BOTTOM OF o 0 0 o O O O O O O O o O O o O DRAIN ROCK / VALLEYS PIPE. EA CORRUGATED Q Qa EL D O BOTTOM OF DRAIN ROCK/ Q 4 TOP OF ASTM C33 SAND �D ASTM C33 FILTER SAND D� aDa p DaD INLET SIDE PIPE INVERTo o D `A l Q BOTTOM OF ASTM C33 SAND 1$�� PERF. PIPE WATERTIGHT SEAL Qo Qa EL C20.. M (GROUT) D� z PERF RATED 18" HDPE 2 D� aD F_j C PIPE @ 0.0% (SEE DESIGN INFILTRATION RATE=8.0"PER HOUR Q p D z Da Da Da D Da Da PERFORATION N SOLID WALL INFILTRATION GALLERY M (ALL SEEPAGE BEDS) QD a�� 1,000 GALLON SAND AND OUTLET SIDE ' ADS HDPE SECTION DETAIL o D� �_� )��( � w�DU�D�Do�D EXISTING POORLY GRADED GRAVEL SCHEDULE o 0 4D GREASE TRAP PIPE 0.0% GROUND WATER EL GREATER THAN 15.00 FEET BGS)Q Da Da Da Da p D @ ' �/�oxuo�_�_oxuo�� SEEPAGE BED0a �aD�aD�aD�aD p�aD p�aD p�aD p�aD p�aD p�aD p�aD p�aD p�aD p aD p D a a a a a a a a a ODC 8' D� CONTACT ° "E ACHD SEEPAGE BEDS 24" DIA. CAST IRON PLACE TRAPS ON 8" THICKNESS OF CHIPS 48-HOUI� RING AND COVER OVER NATIVE UNDISTURBED EARTH BEFORE DIMNC BOTTOM OF NOTES 1-800-342-1585 TANK RIM EL PERF PIPE IE EXISTING SEASONAL TOP OF 18" DEPTH a STORM 4 1. MUST BE RATED FOR HS-25 TRAFFIC LOADS SAND AND TANK LOWEST LOWEST FG TOP OF 18" HALF DRAIN ROCK TOP OF BOTTOM OF 18" PERF LOWEST FG DRAIN SEEPAGE MINUS TO TOP OF GROUND EL. HIGH PERF PIPE FROM COVER JOINT 2. INTERIOR DIMENSIONS OF TRAP MUST BE A MINIMUM OF 48" X 24" AT THE THROAT LOCATION. GREASE SIZE TANK RIM EL. OVER LOWER PERFORATED THICKNESS DRAIN DRAIN ROCK PIPE TO TO TOP OF ° BED # LOWER DRAIN ROCK AT SEEPAGE GROUND TO TOP OF ROCK TO CHECK TRAP # (GAL) EL. BED. BAFFLE EL PIPE IE. (FT) ROCK EL. EL. BOTTOM OF ROCK 4 3. THE DETAIL ABOVE SHOWS AN VALLEY PRECAST 1,000 GALLON SAND & GREASE TRAP. BAFFLE EL (FT) BED WATER EL. ROCK (FT) ROCK (FT) GW 4. THE SAND AND GREASE TRAPS SHALL BE SET SO THAT THE TOP OF LOWER BAFFLE ELEVATION, THE IE'S PIPES z MONOLITHIC CONCRETE COLLAR ENTERING, AND THE PIPES EXITING ARE IN ACCORDANCE WITH THE PROJECT PLANS AND NOTE 9 BELOW. J O PER ISPWC SD-616 ° 5. SAND AND GREASE TRAP COVERS SHALL MATCH THE FINISHED GRADE ELEVATION AND SLOPE. > O SGA 1 1000 2584.53 2584.68 2580.40 4.13 2579.40 10.00 3.78 2583.18 2573.18 2585.18 2570.18 2.28 6.22 3.00 1.50 OK o STORM 6. SOLID COVERS SHALL HAVE THE WORDS "STORM DRAIN" CAST INTO THE LID. U m DRAIN 7. DO NOT CONSTRUCT CONCRETE COLLARS FOR SAND AND GREASE TRAP COVERS LOCATED COMPLETELY Q U) Q SG-2 2 1000 2585.77 2586.17 2581.72 4.05 2580.72 10.00 3.95 2584.67 2574.67 2586.40 2571 .40 2.45 6.05 3.27 1.50 OK 24.. DIA. CAST IRON a WITHIN LANDSCAPE AREAS. Y - RING AND COVER 8. H<1FT USE GRADE RINGS (TYP.) 0 O � SG-3 3 1000 2586.62 2586.68 2582.57 4.05 2581.57 10.00 3.61 2585.18 2575.18 2586.99 2571 .99 2.11 6.39 3.19 1.50 OK 0Y w CONCRETE COLLARS ARE NOT 1-FT < H <= 2-FT USE 24" DIA. RCP RISER; 0 m 2 Lu SG-4 4 1000 2587.42 2587.50 2583.37 4.05 2582.37 10.00 3.63 2586.00 2576.00 2587.60 2572.60 2.13 6.37 3.40 1.50 OK REQUIRED WHEN LID IS LOCATED 2-FT < H <= 10-FT USE 48" MANHOLE CONE AND 48" RISERS. Q m COMPLETELY WITHIN A PLANTER AREA g EL. A> EL. B BY 0.10 MIN; EL. D < EL. B BY 0.85 MIN.; EL. C < EL. B BY 0.50 MIN. W oD w Lu 10. MANHOLE FRAME AND COVER PER ISPWC SD-617. ACHD RIGHT-OF-WAY PERCOLATION TEST REQUIRED AT EACH SEEPAGE BED NOTES: MONOLITHIC 11. BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET AND OUTLET ON SIDE OF BOX. W 12. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#1 "SAND AND GREASE TRAP" FOR ADDITIONAL Z o Keyed Notes D SEEPAGE BED LOCATION: 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER CONCRETE COLLARS REQUIREMENTS. IS ENCOUNTERED AT AN ELEVATION HIGHER THAN THE BOTTOM ANAL 1. NON WOVEN FILTER FABRIC ON TOP, ENDS, AND ALL SIDES OF 1. THE DESIGN PERCOLATION RATE FOR THE SEEPAGE BED INFILTRATION ELEVATION OF THE LINED SEEPAGE BED; OR, WITHIN 3-FEET OF THE ��SSG�STEFNG/ifi SEEPAGE BED. FACILITIES IS 8 INCHES/HR. UNDER DIRECTION OF THE OWNER'S BOTTOM ELEVATION OF AN UNLINED SEEPAGE BED. �p �t� F� "CO GEOTECHNICAL REPRESENTATIVE, CONTRACTOR SHALL CONDUCT A ,OOO GALLON SAND AND GREASE (S & G) TRAP 2 PERCOLATION TEST TO BE WITNESSED BY THE OWNER'S 2. ALL E FABRIC SEAMS SHALL OVERLAP FOOT MINIMUM, GEOTECHNICAL REPRESENTATIVE &ACHD. ACHD IS NOT REQUIRED TO UNLESSSS OTHERWISE DIRECTED BY THE MANUFACTUURER. �+ 3 WITNESS PERCOLATION TESTS FOR PRIVATE INFILTRATION FACILITIES. 3. THE FULL ROADWAY SECTION IS REQUIRED OVER THE SEEPAGE BED IN SD'2 `rj 7-8-24 -Po,-Po, Zo CONTRACTOR SHALL PROVIDE ALL WATER, AND OTHER MATERIALS PAVED AREAS. - �TF OF REQUIRED TO PERFORM THE TEST. THE PERCOLATION TEST SHALL BE SS K ER\��S PERFORMED BY THE SOILS ENGINEER AFTER THE SEEPAGE BED IS 4. SEE STORM DRAIN PLANS FOR ADDITIONAL INFORMATION. EXCAVATED TO VERIFY THE DESIGN INFILTRATION RATE. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS THE TEST FOR IT TO 5. THE BOTTOM ASTM C33 SAND ELEVATION IS THE MINIMUM EXCAVATION - • - BE CONSIDERED VALID). IF THE PERCOLATION IS LESS THAN THAT DEPTH. ' • SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR SHALL • ' ; CONTACT ENGINEER TO RE-DESIGN THE SYSTEM TO ACHIEVE THE 6. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#20 "SEEPAGE BED" ' :. .. REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY FOR ADDITIONAL REQUIREMENTS -"OPTIONAL CHAMBERS ARE NOT . : 0 0 0 MODIFICATIONS TO THE STAMPED, APPROVED DESIGN PLANS. REQUIRED. Cn , 7. GROUNDWATER WAS DETERMINED WITHIN THE PROJECT GEOTECHNICAL co .. 1 REPORT TO BE DEEPER THAN 2558, WHICH IS DEEPER THAN 15-FEET co co BELOW THE GROUND SURFACE AS DETERMINED WITHIN THE DRAIN ROCK SPECIFICATION GEOTEXTILE SPECIFICATION GOETECHNICAL REPORT PREPARED BY GEOTEK DATED 10/24/23. Void Volume of Typical Materials Non-Woven Filter Fabric 8. THE DESIGN VOLUME OF THE FACILITY DOES NOT INCLUDE VOIDS WITHIN Material Void Volume % Property Test Method English THE ASTM C33 FILTER SAND LOCATED AT THE BOTTOM OF THE FACILITY. a roper es o 2" Max Blasted Rock 30 Tensile Strength (Grab) ASTM D-4632 120 Ibs ow 9. THE SEEPAGE BED WIDTH SHALL REMAIN CONSTANT ALONG THE (1-1/2" to 2") Uniform Size Gravel 40 Elongation ASTM D-4632 50% LONGITUDINAL LENGTH OF THE SEEPAGE BED. >a W Uniform Size Crushed Chips 40 Puncture ASTM D-4833 65 Ibs0 Crushed Glass 30 Trapezoidal Tear Strength ASTM D-4533 50 Ibs 10. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION UV Resistance ASTM D-4355 70% TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY s. Crushed aggregates shall have a minimum 50% crushed or fractured face at Apparent Opening Size EXCAVATED (NOTE: AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS �m ( ASTM D-4751 70 US Std. Sieve THE TEST FOR IT TO BE CONSIDERED VALID). IF THE PERCOLATION IS o0 least on one side and meet the following gradation: (AOS) LESS THAN THAT SPECIFIED BY THE SOILS REPORT AND ENGINEER, s` Permittivity ASTM D-4491 1.50 sec-1 CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR Water Flow Rate ASTM D-4491 120 m/ft2 H Crushed Aggregate gp DRAINAGE TO OCCUR, OR RE-DESIGN THE SYSTEM TO ACHIEVE THE Z w� Sieve Size Percent Passing REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY ° o Woven Fabric L 3 inch 100/o MODIFICATIONS TO THE STAMPED, APPROVED DESIGN PLANS. > W 1 inch 25-60% Property Test Method English 3/8 inch 04% Tensile Strength (Grab) ASTM D-4632 Min 250 Ibs 11. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC z o Puncture Strength or CBR ASTM D-4833 or Min 125 Ibs or Min 950 MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL No. 200 0-2/o g COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT J Puncture ASTM D-6241 Ibs Qo UV Resistance ASTM D-4355 Min 80% OF THE MARKERS DURING CONSTRUCTION, AND PRIOR TO BACKFILLING. _'o Apparent Opening Size PRIVATE SEEPAGE BEDS DO NOT REQUIRE ELECTRONIC MARKERS. (AOS) ASTM D-4751 70 US Std. Sieve 51, Water Flow Rate ASTM D-4491 Min 18 gpm/ft2 03 Percent Open Area CW-02215 Min 4% �3 �y O SEEPAGE BED CROSS SECTION Izi I I I �3 0 SD.2 � 0 Tom N N Z � � a W J 6 DJ F z } Z 00 ad Q m W 0o0In W ¢ vX Z To pLU w a LL < O Z Q JOB NUMBER: 4 p� IDB2338 N Q DATE: 7-8-24 S SHEET NUMBER: ui /A ° SD.2 1 B 2 sr - - - - - - - - - - - - - - - - - 3s" I I 28" g I I 1 I A N A A ---------------- --= A 2„X2„ A A � - :------------- --� F== -------------' 2 4 I I 1/16" LIP (TYPICAL) 2 26-1/2" 1 M L - - - - - - - - - - • : TOP VIEW - - - - - - - - - - - - -J ° N "1 PLAN VIEW 6 3 I TYP. 8 1 N.T.S. s 1 I-1 T I-1 T I-1 T I-1 I-1 I ll_III—III—III—II I-1 I I-1 I I-1 I I-1 11- ' SECTION A—A ISOMETRIC 3 SECTION B—B III-1I1-1I1=1I1-11 - _ —III—III—III—III- N.T.S. —III—III—III III=111-111—� B GRATE TYPE III m 6 TOP VIEW , N.T.S. iUTLET Cff 1 8" RADIUS UP TO INLET CATCH � BAFFLE WALL FLO BASIN, SEE ROLLED CURB SD-702. o s" 18" 4" 3 FLOW- ELEV B W HAND FORM RADIUS AT INLET CATCH BASIN TO FIT 1 2" ELEV A 3 28 5 1/2" 4„ 4 ELEV D A __j, / F INLET BAFFLE WALL 4 CONTACT DIGLINE g i 4 - - ELEV c 48-HOURS Z r LIP- 20 STD BEFORE DIGGING 2" 6 \ SEE NOTES BELOW 1-800-342-1585 2 7 27 1/2" I.D. 0.2% MIN SECTION A-A SLOPE N.T.S. LEGEND Oj ADJOINING TOP OF CURB. NOTES z CATCH 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY 0 2 OUTLET. 1-3/4" x 1-3/4" x 1/4" U AREA STEEL ANGLE J (n O3 PAVEMENT SURFACE. 2 LEGEND: > TOP VIEW END VIEW 1 MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) ®STANDARD GRATE AND GRATE FRAME, ° 2 LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) U j SEE SD-609 OR SD-610A. O ROLL 8 1 -2 6 3 H 1—FT USE GRADE RINGS (TYPICAL) 6 4" X 4" X ROLL ANGLE IRON 2'-4" NOTES GRATE FRAME DETAIL_ 1—FT < H <= 2—FT USE 24" DIA RCP RISER 0 Y STANDARD ROLLED CURB AND GUTTER. Q 0 N.T.S. 2—FT < H <= 10—FT USE MANHOLE CONE & 48" DIA RISERS Lli AO FOUR-SIDED FRAME IS REQUIRED. 40 EL. A > EL. B BY 0.10' MIN p 0 � O7 (3) 7" N0.4 BARS LEGEND EL. D < EL. B BY 0.10' MIN 0� LLI ®EDGE OF GUTTER SECTION A—A EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 00 O1 1-1/2" x 3/4" STEEL BARS (TYP.). 2 LL] N.T.S. 5 WATERTIGHT SEAL O2 1/4" FILLET WELD ALL BARS. g PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET Q m 4 PLACES (TYP.) ON SIDE OF BOX LLI 00 O3 WELD (4) 1/2"x7" STUDS. ~ H 0- 2017 ACHD REVISION I- 2017 ACHD REVISION 2015 SAND AND GREASE TRAP STANDARD DRAWING ~ IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING Lu IDAHO STANDARDS CATCH BASIN GRATE STANDARD DRAWING ACHD STORMWATER DESIGN z FOR PUBLIC WORKS N0. FOR PUBLIC WORKS NO. GUIDELINES BMP P 01 o a CONSTRUCTION TYPE IV (FOR ROLLED CURB) SD- 604A CONSTRUCTION TYPE III SD- 610A 1 OF 2 (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) �SS0AL EN�� Q� G\srE OFF LEGEND 2 (DWELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 0 �TF OF 4�oP� 1 z O4 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER \ Q 'POS c,0 O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE— O 00,00 0 / \ S K ER�� CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS00 ❑o O O O O ❑o I=1111 °: s 111=III=III 0 0 0 0 0 0 0 '' 1=III=III=11 ° 0 PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" 00 O O O O 00 i " • PIPE. DRILLED WELLS MAY USE 4 PIPE O O STORM • • III-1T-11 III=III= = =, O' NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK O O �• �• • III—III— III—III e e °, Q.°,e O DRAIN 0 , �• 0 I—III—II III—III= - - E POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY O O III-III. III11 3 ao ":',>,° AP O O O O O O • • • Q BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. 00000000000 O � � _ 00 00 0 • -a USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES O O O O O • • 0011 3 ' 3 NOTES: i s PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR co • STORM ~_ N.T.S. 2. THIS DEDTAIILNAGE IIS FORCES WELILS INSTALLED BY DRILLING OR BY EXCAVATED PITS • J ED 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD a 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 4 L� o L N.T.S. Q .o Q 0 w O 0a 18 1. 0 m �� (MIN.) as 7 O )a'° ° f'° 6" 0 Z - III III I I DLu ---- _ ----- U 0 go =1I 1= 3 / �m x 8 �n 111 r /-._i I N 0 z 6 SECTION CONCRETE COLLAR $ 03 > o N.T.S.. . wz.58 Z g O ° 4 2'-0" �- J o de, OR 2'-6" w w> 9 r z SECTION A—A NOTE: to 9 0TOP OF COLLAR TO BE FLUSH aLL N.T.S. WITH MANHOLE COVER. 10 © 3LB PER CY OF FIBER-REINFORCED CONCRETE MAY BE USED IN LIEU OF LEGEND REBAR WITH ENGINEER'S APPROVAL. ZZ ° Ot #4 REBAR (2 EACH) SEE SECTION A-A). OK U¢ w3 O #4 REBAR AT 20" SPACING. 7 ° ° o O3 SCORES. 1/8"-1/4" 3 O �y O 4 RIM. O o3 O 10 Z O FRAME AND COVER PER SD-617. SECTION © SEE "DETAIL A" FOR REBAR IN COLLAR. • N N.T.S. O7 FINISHED GRADE. _ 6 O• 2" (MIN.) / !V N ® SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT. �w Cj z a O9 GROUT BETWEEN RING AND COVER AND GRADE RINGS. J W :Lo 10 FRIBILLATED POLYPROPYLENE FIBER (1 1/2 LBS. PER CY) DETAIL A ¢ V co cn Y MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE `` z >. Z ,t 00 of ad COLLARS. N.T.S. r m O^00 2017 ACHD REVISION 2017 ACHD REVISION W I- w Y N v m w CL v, .. Z r 2017 ACHD REVISION 0 Lu W o-U- Q IDAHO STANDARDS IDAHO STANDARDS a 0- FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING IOR STANDARDS STANDARD DRAWING Z CONSTRUCTION OBSERVATION WELL SD - 627 CONSTRUCTION OBSERVATION WELL SD- 627 CONSTRUCTION FOR PUBLIC WORKS M A N H O L E COLLAR No. - JOB NUMBER: SD- 616 N (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 ACHD SUPPLEMENT IDB2338 N 0 DATE: 7-8-24 SHEET NUMBER: Li /A SD.3 of Wyo W ENCLOSE TOP & SIDES OF ROCK WITH NON WOVEN GEOTEXTILE FABRIC SAND/GREASE TRAP (ISPWC SD-624) OR SEDIMENT MANHOLE (ISPWC SD-61 1) 1—FT MIN TYP 6" MIN TYP 18" DIA. HDPE OR PVC 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ PERFORATED PER RING & OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN ENCLOSE TOP & SIDES OF ROCK SCHEDULE BELOW COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS WITH NON WOVEN FILTER FABRIC OBSERVATION SEE COVER WELL #1 ISPWC SD-617 AND DRAIN ROCK � ON OPPOSITE SIDE OF STREET IN SIDEWALK OR (TYP) TREES & SHRUBS NOTES ARE NOT PERMITTED OBSERVATION OPTIONAL STORMWATER STORAGE "-2" CHIPS;a:e MIN 50' DISTANCE lk ON TOP OF SEEPAGE WELL CHAMBERS, SHAPE & SIZE ewa lk BED VARY PER MANUFACTURERg ELEV BOTTOM PERF <= EE COVER `\\/\//\,\\/ 18" 12" ELEV BOTTOM BAFFLE NOTES /%\�\\\�\�\�\\j WOVEN GEOTEXTILE 2" ID BETWEEN w —12" DIA. HDPE \ CHIPS AND 2" DRAIN ROCK � i\�\\�\\� \j\jam OVERLAP WOVEN AND NON ``'`i OR PVC SD PIPE 0 0 o a o 0 0 0 0 0 0 0 0 o cn w SEE 5 ° ° ° ° 18" " O ° ° ° ° ° \�j\�\\!�i\\/\\ WOVEN GEOTEXTILE A MIN OF __ __ __ __ - PERFORATED �— NOTE 1 1 \\ NATIVE. \� 1—FT ON ALL SIDES w w PER SCHEDULE 0% SLOPE 0% SLOPE /\\j �/\\/ 2" WASHED DRAIN 2" WASHED DRAIN Z BELOW SEE /\\ jj\/\\ j� \/ ROCK OR CHIPS> Q ROCK OR CHIPS> j NOTE 11 \ \\/\\�\ _ NA IVE /\%%\\\ \\/ 2" WASHED VARIES—SEE 2" WASHED \\�\j\\j\\j\\%\ w z ewa \�\j SOIL %\\%\\%�\ \\ DRAIN ROCK PLAN SHEETS DRAIN ROCK• \�\\j\\j\\�\j\\\ _ _ " `" O MAINTENANCE \ \ /i\ice \ \\\i i\i \ 1.5 FT .:: :::1..$' ' ._°:.;.°.;;, :'': 1.5 FT DIVERSION STRUCTURE WITH p ACCESS TO ta RAISED INVERT OR WEIR WALL STRUCTURES 5' OF 18" SOLID ASTM C33 ;'.;. ASTM C33 ASTM C33 1 WALL PIPE WITH 1.5—FT WIDTH VARIES -.,'FILTER SAND.::.. :.'FILTER SAND;:::, FILTER HIGH FLOW BYPASS PIPE WQ PIPE, 4" OF J" PIPE BEDDING :. .. ... :. 3—FT PER PLAN SAND 15' MAX WIDTH SEE NOTE 11 ON BMP 20 PERF TOP HALF NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5—FT IN� 'EAEVATSO (1 of 3) a- MINIMUM OF 1—FT TOP AND BED NON—PERFORATED OPTIONAL CHAMBER STANDARD SIDES ONLY TO PERFORATED PIPE SECTION SECTION A-A [if Im SECTION Li N.T.S. N.T.S. a- NOTES: N.T.S. OBSERVATION Cl00 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. �� WIDTH I PLAN—SEEPAGE BED WELL #1 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE # �� s• �5 i gs• OUTSIDE ROADWAY S A ED MAX HSGW ELEVATION 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED �cS: ph N.T.S. CONTACT DICaLINE chz 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS OBSERVATION WELL #1 48—HQURS 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS Q ON OPPOSITE SIDE OF STREET IN SIDEWALK OR 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM �° o BEFORE DIGGING 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE �4S•� Gt5 Sidewalk 1-800-342—IN5 8. MAXIMUM BED LENGTH IS 400—FT BETWEEN MANHOLES A A 18" PERF PIPE 12" PERF PIPE 9. BED WIDTH SHALL REMAIN CONSTANT = WQ BYPASS SEE NOTE 11 10. WATERTIGHT CONNECTION REQUIRED Al 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF Q100 VELOCITY THROUGH STRUCTURE > 0.5 FPS z1 OBSERVATION PERFORATION SCHEDULE Jc WELL #2 3/8" PERFORATIONS IN VALLEYS "'0 FLOW BYPAS PIPE SD PIPE COVER NOTES: ACROSS STREET OF CORRUGATED PIPE. 5 EA ON ® —� �FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT—OF—WAY: WITHIN SIDEWALK (1NOTE 11 ON M z 18", 8 EA ON 12" (1 of 3) O 1. A MINIMUM 1.5—FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED J J U) FOR SEEPAGE BEDS IN PUBLIC RIGHT—OF—WAY: L lA_A 1. A MINIMUM 1.0—FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED Sidewalk P�BE_21P� ® O 0 --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN } PFRF PIPE Q - --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED I Ar s D Q U) Q --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0—FT BELOW PAVEMENT SUBGRADE OBSERVATION WELLS: 2 REQUIRED PER BED PLAN 0 Y 2. IF < 1.0—FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH N.T.S. WQ PIPE, DIVERSION STRUCTURE WITH W p MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. PERF TOP HALF RAISED INV OR WEIR WALL O Q� Lu 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE REQUIREMENTS FOR FACILITIES IN RIGHT—OF—WAY 0 W SUBGRADE PLAN—SEEPAGE BED 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE 1. BED IS LIMITED TO AREA WITHIN 5—FT OF CURB FACE UNDER ROADWAY; UNDER SIDEWALK Q J SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 2. NO GREATER THAN 10—FEET IN DEPTH TO THE BOTTOM OF THE ROCK; 03 W 00 3. MAY NOT EXTEND OUTSIDE OF THE RIGHT—OF—WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT); N.T.S. J LU SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES U W W 2017 STANDARD DRAWING 2017 STANDARD DRAWING 2017 STANDARD DRAWING o a ACHD STORMWATER DESIGN SEEPAGE BED WITH ACHD STORMWATER DESIGN SEEPAGE BED WITH ACHD STORMWATER DESIGN SEEPAGE BED WITH GUIDELINES OPTIONAL CHAMBERS BMP 20 GUIDELINES OPTIONAL CHAMBERS BMP 20 GUIDELINES OPTIONAL CHAMBERS BMP 20 \ONAL AS SHEET 1 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 SOAL '1'F 3 7-8-24 r� �ossT� o ER G�So� • . . , .. :. .. .. .. .. . • . . . co ,. c\I co W n 10 oU K o O a� a a< z o Z. o O 3� g� �m oo zQ o_ U� H. 03 z w5 0 ¢D D oti > �z W wJ Q' w K U Zz O to �U J W Q w 10 Ci o z� -VI U d OW Y k U¢ ¢3 wj to 2 �3 >Y O 0 03 O Z O M N z � a WLo rn a � D _y r Q m Z W W Ln H W O N xN m Q W Q U vX z 0 LU Wd� O d 0- O Z JOB NUMBER: N pC IDB2338 N 0 DATE: 7-8-24 SHEET NUMBER: F_ /A ° SDA aF W U Q W d \ RRAMO NT PP 7 0 PPPPI VISION` � Iw PPP 14797 4 1 N0. 24 6P, - 4 79 9 2 RC 6pI - 24 RC 4PI R - 4PI 24 RC 6PI i I 24 RC 24 RC _- \ 4 6p i \ _ PI - \ PI 24 1+35.26 I 1� CONNECT TO EXISTING SEWER-6P _ � =c' I-' _ _ ® PA cal I \ 1 1 1 1 4PI ° . RA I� I \ \ \ 5-1 I N� N \\ , I IN _- _ -p_ BK 1 8 T SUB��VISI UNP�ATTED N i 6-1 \\ \ y' I �' 3p RC sPl�--_-- ___ PGS 150 N NO, 27 > � I \\\ ♦I' 1♦ 4-1 I �\ ♦ l l � 4�-4P1 30pIcQ --- 4� ��0 � I Q 6 \ ♦ I 1 Z � o,� I \ \ �♦ I 1 ♦ 1 � � _ 30 RC P --- N I z - I \ ♦ I ♦ I IN I \ SSMH-1 6PIy�I--- __ ♦♦ \ ♦ I ♦ °j � ♦ta At4-3 Q 6PI ■ ■ o - _ At ve m ------�- SMH-4 ♦ \ � ♦ /. " / � � / �■ SSMH _ _ _ _ -■■.■■_ 1 ♦♦ / — • _ - �. _ � :: .o: ♦ � � � ;' ♦ Q ■ _ Sff 1 6PI � I ' 7-1 ♦ I I I ♦ 7 \ O , ♦ 3-3 / ' i ...:._.. =HOLLA NIL -- �. 0 RC 2s8 ----------�- P ---------- -- - Z ♦ I C I ♦ \ m ,�\ �s / ro I - 2S - S ST 8W 4PI - - ■T - i ♦ ♦ Q ♦ \ CAS / I ■ — ——— 1 O �� ♦ 1 ♦ \• / / / I ' _ _ SSMH-10 ■ II 1 I ■ ♦ u'0 ♦ -t-1 _ ♦ � / / - I 1 ■ - __ 8W 8W 8W 8W 8W SSMH-9 ■ L - \2 ♦ l : l • - _- I !■ I r-_ - ■ ■ 20-2 I I. CONTACT DIGLINE Q - - - - C�o ♦ ♦ l -- 1 ■II■ I - - - - I I ■■ 1 ■ I - :: III II 48-HOURS 2 j 2-3 I ♦ ■ I L_ ■ __ N I BEFORE DIGGING w •• ♦ — — — — — -- — 1-800-342-IN5 / - �<v ■I■ r ..SSMH-3 ': • •.•: © :�-'.,"., ..• ..:..,.:.. � - :.:� ♦ / a Q _ \ \ 4p/ � 2-4 � _ ♦ � r ■. . I ■ � m / 8 " \ ♦ v V / \4p I N 19-2 1 3-74 I 1 l l I `■■ I` 1 III j ■ 1 V♦ ■ IIIII I 4-4 I I I ■■ I I ♦ • • , I III 1 I III 1 I I b �� ■ I V♦ 1 ° I 8-1 / / \ SSMH-2 • s / i-4,:;.:,F I 1 I ■ I // / ,♦♦ / �\ ♦ ! ,\ • co 1♦♦/ 1 IIII I II I 6-4 I I 1 - ------�-� I - - - lil i Z _ • / - ■ I J / l ♦♦ i l - 1 1 I I 1 I 1 I 7-4 III ------ -- -� ■ li 1 J / � ". .;: :` ",.." i /l / 4P -JI I I I I I ■ I I t I � / // 9-1 �� •♦• �F � � •�\ � 1♦♦ � -` l � l l � � - I I 1 I I I I I I I I ■ I W ■ 18-2 I �I 1�9 I - L // l l • F : .. 8 ♦ 1 1 1 1 I - I� ■ i li.11 I / // / / ♦♦♦♦ ♦ w :,:.. ♦ :.;'. ; ,l,l� / -- _LJ I 10-4 ■ Lu ■ III I — m - p«� pl 4p/ \J/ // 11 , 1/�♦♦ ,� : \\8w ♦♦• l l l 11 l `---- 4 I _\- J �- 1 I I -- ■ -■ - -_ --J O II ' < Q 10-1 F _ sp � / l l / l ♦♦♦ ' \ �. :1 / / / 19-4 / / 1, / �,\\ 4PI --� 1 I I _ ■ -■- ----� ICI I I w O p / l S i l l/I l r1/♦ SSMH-5 �1,♦ ,' / / / / / / / / / / - 4 - I -- - I ■ I ,> lilJ j N OLu i _ - v l I I^ I �II m � 6pl 4p J l / 11-1 / / :":.. � l ♦ r l l l l \ l l �4, l 1•♦♦ S W. G6Fq�\ ... `. . .':':. , l♦ �J /l�•••♦ l l 11 / l l l l l , ,-\\ 4PI I- 11-4 w `� Lu J �. 0 ST w' : : . • l 1 �1/ l 11 17-4 / 1 1 l 4b ■ �-■- ----J II I Q m / / / /// 12-1 /// ••••• _ ...,_.• / / 16-4 / .•" I � L - -----_�-J ±; Z 1 ■ - - - I.:•P;°•F I I ~ �LLI LU m 4P, L, l l/ l / ♦♦ y� •♦l1 l 1 1 /l l 1 1 1 l ---------■- z W-■- ----� 1 / / / / / / / ♦ - / / 11♦ �( / �s� / / 15-4 / / / / ■ 1 Z ■ 1 III / 13-1 ♦ :." T� / / / / I I ■ I Idll ' w / ♦ ♦ L l l I ■ I " m 1 16-2 I I Lu L / / / o / - f�♦ 1 1 l / I I 12-4 ■ I I m 1 z ■ I Z I " 1•♦♦ \ � 8w Jl l ••1♦ '� l I o h I I � ■ I � III � N O a l l l ki • LL l / / / ♦•1♦ l �\ :•. . 1♦ 8-4 ---------■- Ii-■------ J III 1 0 6pl 4p/ \ c�l / /l %♦♦ ♦ �\ g / ♦♦♦�/ /�[/ // I r-------—■- -:---------� I'"::..' 1 0 TONAL F /\ / C9� / , l •1♦ l / 2586 8 �/ / •♦♦ / / ■ co ■ 15-2 l l �1/♦♦ w �1 h 13-4 ■ ■ I Q� �° 2-2 / / 1♦ /� w ♦♦ I o I ■ I I o / / •♦ / / - SSMH-6 1♦ M W ■ ---J 21-2 1 I� , 3 / / •1 -■---------� Q J'J 7-8-24 �O 3-2 /l / 1♦1♦ / l� \ 1♦ ■ ■ o �TF OF \pP / / ♦♦♦ �� \ 8w..:..:.." I __ 11♦ ■ ■ 10 3 4� ,\ i l / /l l l �•1♦ - , \, L�1•1♦ ■ 14-2 '.,'.. �I I I K ERG l / 4-2 / / 11 w cl3o _2S8 \1 \ 1� , z �� \ l l l l •♦ / R 8l 11 SSMH-8 \ ■ I • . J � ,y .. .. .. ,, ,•.♦ F \:,'. . . — __ IIII • .. .. .. / _ CID -0 �/ i�!r Q) - - ••♦♦ /♦ \ G/3p� 1co %_\\ /j/�l /l r♦�♦♦ -i4 SSMH-7 \ \ \` , B� PANT105 4p' / , ,/ , !•/♦♦ \� oCs Bel l _ /�/,l /i 1••♦ ♦i is `\\ `\ , _ o o10 //�� / ♦ LLo W NO - , 2/ � � / / / / ,0-2 III I I I..,.- II x / I 11-2 j l 1 II g o .": IIIII o0 zQ 4PI I I ;: IIIII o 3 \J I 1 I I lil 1 z a 4 I z �D / �` � I `■ � �_ IIIII � � �z U III w w of :•.: IIIII 1 � w- 4p ICI K Z .N u N aW • I 10 1 I IO Ci O I z -VI UNPL TIED ZZ N Y k U¢ w3 0 I O x �3 >Y O cf) z o 3 O � Y II N 0 N ® 6 a ` _ U) W J � U. [O � N Q m Z W� ir ad C/] J � H w O N N m In w Q U v Z O W W (L ¢ O d 0- o O 1 JOB NUMBER: N N O IDB2338 N SEWER OVERALL DATE: 7-8-24 , Lu SHEET NUMBER: 0 50 100 6i FEET F W W SS-0 OF w V� J SEE SHEET SS.2 I � I I •�• .' I I I d��idt t idt 2Pi 2P11 Keyed Notes r r r---------� r-- ------ 1 Ico I I co N I 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE I a L___ AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1. Z CD - 2. CONNECT TO EXISTING SEWER -VERIFY AND MATCH EXISTING INVERT ELEVATION AT POINT OF CONNECTION PRIOR TO START OF I CONSTRUCTION - NOTIFY ENGINEER IMMEDIATELY IF PLAN I 00 W I DISCREPANCIES ARE NOTED. I �o 4-3 3-3 2-3 I 1-3 � I I � I I I I I I I I I '.• I I I I I I I I I I I I I I co I I : II Notes .00 N ONoo N� co _Ln i c"� J ° cN N L oiii oili o o I 1 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD CO oo m N N O N - S O N - O N W I- I + c I MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. 63.66'OF 8"SDR 35 PVC @ 0.723% a `� I "' 10'MIN. I INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND - �X a"IE:2580.85 a"IE:z580.az a^IE:z579.ss 4"IE 2579.5a I 2 MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508• D 511 I FG:2586.85 FG:2586.42 FG:2585.96 _ FG:2585.54 INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC S - . :•: '. •. . d .". ., :, •••; . , •. • ,.. ... ,:_•. :.a •., :.: . : •.' INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD 1 --- DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC EXISTING SEWER w 8w 81^'- 8w N.GARBO AVE. 8w 8w 1 SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN 33.27'OF 8"SDR 35 PVC @ 0.721%N8 1 2+00 1 N `� 1 3+00 1 Z �� I 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL � � � � I g - 3+77 83 USE C-900 PVC WATER CLASS PIPE. , _�1+00---11 N >> 1 172.91'OF 8"SDR 35 PVC @ 0.400% 1 9 IL SSMH-2 1 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER SS A 2 I a SEWER LINE A I THE CITY OF MERIDIAN STANDARDS. 1 N I � --- � � SSMH-1 - °� 1 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. EX-SSMH= - I a°IE:z5so.65 4IE:2580.17 i� 1 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 1+00.00,0.00 I _ -FG:2586.65 - -FG:2586.17 �� 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. CONTACT DICaLINE RIM: 2586.54 - ® 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT �..�� 8" IE IN:2572.07(S) 1 �0 ( 1, z � z_ 7 I ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE - I.wzgro.93' I co J coco � J co \ 00 I I M e N Lo o o `fD I \� L LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS BEFORE DIGGING co c0 N c7 N N N \ \ \ W 1-800-342-1585 I I M va ►+_� M W I \ Z _ _ ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. I oc 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH 1+35.26' 0 11 + I N \ W I z FINISHED GRADE AND SLOPE. CONNECT TO EXISTING SEWER I I I �� W 0 1 I a I 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON I � � I I h� I � .•• I I I 1 2-1 1-1`� \��`' THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO Z II N N II 3-1 �� A ti� �� CDI DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT U O 12.50' I THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE to PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. > I � I a I �\ \ 2.00' I Q0 I I co 1 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND m 0 I I I I ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK Q Z 10' (INCLUDING SURFACE RESTORATION) IN THE BID. Y Q MIN. I 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS W 09 1 I 1 REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING W 1 -� --- �� L--- DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH m 2 Lu II _ - _ _ _ - - THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF Q 1 1 __ 2PI o / \/ m 2P1� PI� _ ---- SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED Lu THROUGHOUT THE DURATION OF CONSTRUCTION. J W 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - ~ PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO al 1 / / / RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE Z o SEE SHEET SS.2 PAYMENT SHALL BE MADE. o �SS\ONAL EN�� SEWER LINE A - STA 1+35.26 TO 3+77.83 Q� ��G,STE OFF Z0 30 60 3 FEET tP� 7-8-24 r� �ossT� o ER G�So� • . . . - . . , .. :o .• .• .• - 0+80 1+00 2+00 3+00 4+00 4+20 co .. C\l co • 2592 ti � z 2592 c � FW - O O Ln N V O � O , N Cfl " O tq to O Cfl = O CO N O N O Q1 M M N Q o O� Z � N Z O O O l7 � p fn O N - O W W o N C`� H o W fn O W o � N C' 0 Z D <� X o cod) N O O = N Z W as W W _ W �a a fn + - - 2588 APPROXIMATE EXISTING 2588 g� GRADE @ PIPE C/L g? oN 00 ZQ 0 U .Z W I I U Z 2584 2584 w FINISHED GRADE @ PIPE C/L Z .o 'Y �U aW I o Ci O_ U d OW I I rK 2580 2580 8"W w 3 o I o t! r O 0 0 3 O Z N I I O I I N 2576 2576 a XISTING SEWER �L Ln 3.27'OF 8" SDR 35 PVC @ 0.721% 0 > °o W a m Z oo of 72.91'OF 8 SDR 35 P C@ ~ W Y N m WOf T Q U vx Z O -- _ W O 2572 --- 2 2572 Z JOB NUMBER:1+35.26 N 8"IE 2 72.31 \-63.66'OF8"SDR35 VC @ 0.72 % HORIZ NTAL SCALE:1"=30' I DB2338 N FIELD VERIFY AND ATCH EXIS ING DOW STREAMS WER SLO E VIE ICAL SCALE-1"=3' DATE: 7-8-24 2570+80 1+00 2+00 3+00 4+00 4+20Lm 570 Lu SHEET NUMBER: /A Lm W SS. l O W_j U) u J �� \ �\ I I I � `--------------------- 1 �� \ � co � 5-1 II I I �r----------------------- : . �\ \\ I I 4-1 I 5 1 I E: 1 I I I I \ I CRI 3-3 I I •' '' I N:726561.6312 I II 1 II \ \ 2-1 I • I 1 2 17a Keyed Notes CD : 4P1 4P1 4P1 4P- O E:2453597.5937 I I �• 11 v I I ------------------- _ 4"IE:2581.23 I h`� I I I �� --_---_-_-- I 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE 1 4"IE:2579.19 II I �o� ,moo I I �� I _ _ _ _ _ _ 5-3 1 - LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 I I AND NON POTABLE \� FG:2585.19 I 14"IE:2579.04 �" h�o� hh^' I L------------------�� ---_----------_-- I I. AND DETAIL 1/SS.1. \ 38.77 LF 4"@ 2%MIN. ,J 1 FG:2585_04 _ 1h�`b\` �) - - - - - - w I■ 6-1 34.15LF4"@2%MIN. �� LLI 1 2-3 I I 1 I Notes 4 IE:2579.14 11° / i I U ■ FG:256s.ta QO •; ; . I■ 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD N:726539.8609 �� = 1 �� i ;` Z CD �� 1 s z 1 �■ MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. E:2453554.5514 p: \ i j �� 1 L- -----------------J I■ INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND 4"IE:2581.13 � - - - - 1 I ■ MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. - / SSMH-4 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. i - 2585 - ��° , sr 1 �i� / 1 \� 5 1 I�Lu INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD o I j \� I ■ DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC ' �' j ■ SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN T 1+00 B'S,O C��9 /�� J�S�S �i 1-3 2586 1 CO „ , •,. ■ 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL I 1 00 IN�� = �� 1 1 ■ USE C-900 PVC WATER CLASS PIPE. / - C i 10' i �' 1 ;. l ■ 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER \ O ✓ i� MIN. �� a"IE:2578.87 6' _� I THE CITY OF MERIDIAN STANDARDS. � I FG:2584.87 \ 1 `s0o O i "296.00'OF 8"SDR 35 PVC @ 0.405%r' I■ � I■ 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. i \\ 7-1 M 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES , SSMH-5 ?x 1 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. \ ^x�N' h°�`L\,Vh`b% /> \ \\ + O� 8w Bw SW 8W W. GLEASON ST. 8�� 8W W. GLEASON ST. 8w 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT \ �• 4"IE:257s.75 139. u� 0,0 90 o z ■ W ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE \ R FG:2584.75 :. '"°. - 121.54'OF 8"SDR 35 PVC @ 2.032% 3+00 4+00 5+00 276.00'OF 8"SDR 35 PVC @ 0.403% 6+00 ■ \ / / - - - - - - - - - - - - - - W LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS \ a"IE:2578.58 \ ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. CONTACT DIGLINE FE:2578.58 1 1 0 1 SEWER LINE B SEWER LINE B 1 180° ■ _ SSMH-3. : - 7 AND METER TILE LID TO MATCH SSMH-2 i ■ ADJUST WATER METER VALVES 48-HOURS j / x�o. ho,• ,�\ hoo i I o,� \ W FINISHED GRADE AND SLOPE. BEFORE DIGGING - - - - - - - - - - - - -0 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON -342-1585 . ; . : : ah��\��hoo �\ a' IE:2578.67 a^IE:2578.98 74" IE:2579,38 a"IE:2579.74 4"IE:2580.07 ■ THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO FG:2584.67 FG:2584.98 FIG:2585.38 - FG_2585.74 FG:2586.07 ■ \k,• I ------- ---- F------- ----- --- --------I F------- -- 00 �� --- --- ■ DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT ■ THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE \ I I a (] w + ACP w + A (FJw + a � rn + 1 i / A (P rn + 1 ■ I 1 ,,, („ L I N e w I I N �„ o N � 1 N � o PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. \ I m FO m o m P m � m :Cl L -n � + ' � + , � + °' I 1 1 L -n I ■ 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND z \ I I 1 � A w A I o Z . m I ■ ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK J O F 4 o � o '� o ' o I I ', � I I co o ■ J \ I I INCLUDING SURFACE RESTORATION IN THE BID. � \ I I 1 1 1 � X I I � I I � I I � I I w 1 '_' I I I � I I ■ � ) > \ I 1 > I I ■ 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS �_ p \ 8-, I 9_1 1 �� I I 1 1 Q I ■ REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING m 10-1 � 1'�I 1 11-1 1 1 1 12-1 1 1 1 13-1 I 0 I \ 1-2 I I I ■ U � I I 1 1 I 1 ■ DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH < U) Q \ I I 1 \ 1 1 1 1 1 1 ---- \ I - ■ THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF LLI Y D v I C� I I I 1\ ■ SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED p O � \ I 1 1 1 N I I I I 1 ■ O Z ■ THROUGHOUT THE DURATION OF CONSTRUCTION. 0Y w � m � \\ �� I I 1 �� 1 1 1 1 1 1 1 1 1 I �� 1 1 ■ 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - W � � I I I 1 I I I I I I I I � I ■ J \ I I PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO Q m � \ I I 1 i 1 1 1 � 1 1 1 1 1 1 I I I� 1 ■ jam\ ■ RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE w LLJ I _ ■ PAYMENT SHALL BE MADE. 00 `--------=�� _--J --------- 1 --------�-- --J _L--_-------------J L-------- _-_- __ -------------J L-- �__ _ ----------J �---------- --�- �:--------- ---- ■ \ o ---- ----------_ -_ _-_____ __-- _- - __------------ _ 5 ------------ ---- - _ ---5-- 5 0 , _---�-- -- _ -QQ- ------------ �. QQ PI 4P1 -4P�-----4P� PI 4P1 4P1 - � --- - � -- P -�Pt----- P -- -'4P1 4P1 4P1 4�t- w w X .. z 0 3: w O a �SS\ONAL EN�� SEWER LINE B STA 1+00 TO 6+60 0 30 60 3 FEET j• 7-8-24 ,ram 1possT� OF . . . - , .. . . 0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+60 .. .. .. .• .• .. • 0 .. co 2592 2592 • w 3 z w � 0co ti m Z ItN w (,0 W CD M - Ln C Ln N H Q d o h 1 M Z c C) n Ln N 00 0 � 00 Ln 1- O -4 N N H N Z O o W C14 IO H N N co N W Ln Z Z O N N LLJ LLJ a s 00 p to Ln x N - fn + ^2 - - 2588 � CD CN o ci ; N � 1 W � � � � � 2588 <_ 1= ram• W W cy 00 Z N M 00 co 00 o c � co x N - O APPROXIMATE EXISTING 01 N w w GRADE @PIPE CIL zG fn N d' 00 00 F'm 00 zQ 0 U 03 og z w 2584 2584 ° oz FINISHED GRADE @ PIPE CIL w w K U ZZ O U Y U J W Q 10 8"W z O Zvi -D 22 2580 2580 ow Y k U¢ ¢3 wj 10 2 �3 0 00 O 03 O Z 15.74'OF 8"SDR 35 PVC @ .650% N 2576 2576 O 21 All OF !V 8"S 35 PV C @ 2.032% 271 OF 8" DR 35 PVC @ 0.403% U a z W D _ Q m z 1100 [�fd ,A H W ONN m Y/ W Q U vx Z 2572Otl 2OU) 572 m & wWa_� O IL d o O ui 1 HORIZONTAL SCALE: "=30' JOB NUMBER: N 2570 VERTICAL SCALE:1.=3' 2570 J 0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+60 ID62338 N DATE: 7-8-24 W SHEET NUMBER: W /A Lm W SS.2 Wo a J SEE SHEET SSA 1 I I II I I I I I I I I I \\ \�\ / \ ,-r �� - \ \d°' I \ � I I I I 1 I I 1 I 1 I I I \\ � o-� \\��\�\ -' � -' \ \\ I _'- / - - \ �\ \ .: �•. \��\ 1 \ I I I I 1 1 1 I I I I I -� I \ \ ��\� �� - \ \ •. W `� \ ' / (- r�- \ m \�\\ _� L_------- 5 �4P1 -------- 4PI : 4PI \\ �y\\ \ \\ \ _J i \\ 21-2 4PI \ \ \ -- , ,5.2 /I I \ \ \ Keyed Notes 0 LL= 4P1 \\\ \ c� 2 \ I \ I \\ \ / /_ 4PI4P112-4 ------ 4 _ _-- \ \ \ \ \ ' I \\----- �4P1 5 \\\ ' I \ 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE I 44PI 4PI - s \ 5 r \ \\��\ \\ O AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1. ■I I I I I I I I I I I \ I I I I 1 \ � � \ \ -�� \ \ � / \ ` I //\ .:.;.�•. ■I I I I I I I I 1 \ I I I I 1 \ � \ - �-� \�\\\ \ \ \ � rI / � \ - � m \ .. ■I I I \ \ \\\\;,\\ --;-_ \ \ 1 14-2 \ \ Notes ■ j I \\ 1 8-4 \ \ 13-4 ■I I 1 \ \\ o \N 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD ■I I 1 1 14-4 \ \ \\\\�\�- \ MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. 1 I 16-4 15� o \ \\\\ \ \ - INSTALL MANHOLE FRAME AND COVER PER ISPWC SID AND III I 19_4 I ,8-4 17-4 \ \ -- k \\\\\ \ \ \ _-- _ MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. ■I 1 1 1 � 1 � � � 1 j � I � I I I I I ;•. \ \\ -- _�/ I \\\\\\ � •"•� ■I 1 1 I 1 1 258� j 1 j \\ \\ \ �_ - --___ _� 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. ■I 1 1 I 1 1 \ ,-'' � \ \ \\\ \ - INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD ■I 1 1 A �, I 1 p A A p a, \1 A \ o \\ / \ \ P DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC ■ 1 m Cep $ A I m (p7 o A m (7 o A m C� o A - CPD o A 1 m (e� o A-__1 \ \ / \� \ ' _ SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN N (T I N A N N A N ,g A N cn A \1 N N A 7 \ \/ _-�-� \ \\ ■I 1 N e o g I o o 1 e o o e o o �, e o o \ -__ ----------3L-- --- - 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL ■I N Tit r i„ cn CO r v, 1 1 00 r v, 1 00 r v, I --- \\\ - 1 I ^' I N T O 1 N �+� T O N T o w T o \ \ 4PI_ __-4w 4PI o USE C-900 PVC WATER CLASS PIPE. ■I ? A ZA pzA o, zA - o r = r m = r m = r Z A r m ? A r ( \ ----- GI_Z G130 0130 GI'^ G13 ■ I 1 I G130 \\ 13_2 3 8' GRAVITY SEWER MAN SHALL BE PVC SDR 3 STM D3034 PER 1 ---J I L---------- 1 L---- ----i L---- ----� ----- ---� L---- ----4 I \ 2588_ 30 7 J \\\\ \ 1 4"IE:2580.05 4"IE:2580.26 4"IE:2580.44 4"IE:2580.64 4"IE:2580.86 4"IE:2581.04 I \ G130 � GI -- 1 FG:2586.05 FG:2586.26 FG:2586.44 FG:2586.64 FG'2586.86 FG:2587.04 I \ -_------- / W 2.50' ��\\ -��--------------------- - THE CITY F MERIDIAN STANDARDS. N _ _ / 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. / 1 • • •, • : 5 ER SERVICES � . „ . . . . .. • .. • '.`.••. '.•'.•`• •-.' '•: . � :: :•• • / / \ CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEW (n 8w 8W aw a a aw W 8W 8W 8W 8 12Lf _ - \\• \\\ \ \ // \\J\\ 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. '-\ 14"IE:2582.27 \\ /-'1 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT W j _ 7+00_ 1 _ 8+00 1 9+00 1w180, _ // 10+00 286.84'OF 8"SDR 35 PVC @ 0.403% 11+00 N _ ' 12+00 a� 'oo FG:2588.27 \\� - I / ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE Was as as as I S 8S S as / N\`\\\\�\ \\ - I - LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS 296.00'OF 8"SDR 35 PVC 0.405% ' ' �26p ' \�\ -� CONTACT DIGLINE 1 @ 1 SEWER LINE B 1 1 SEWER LINE B 1 / // E:2 65152j, ------�----- / ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. 2586 SSMH-6 W. GLEASON ST. 2s87 :' a5as 48-HOURS qo. 3 18. \ /\ W SSMH-7 . @? 9�Fa,.242� !>�I \ ` / \ 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH ` < M/ \` \ BEFORE DIGGING., W \ N. _ \ \ FINISHED GRADE ANDSLOPE. - 1 'I° S G a" - _ i � \ / \ 1800-3421585 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4"IE:2582.12' „ \ �\ �?5833 �\ \ \ ■ 4"IE:2579.87 4"IE:2580.09 4"IE:2580.36 4"IE:2580.62 / IE'2580.81 4"IE:2581,16 4"IE:2581.43 4"IE:2581.73 FG:2588.12 � \ /\ \ \ \ 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON F FG 2585.87 FG:2586.09 FG:2586.36 FG 2586.62 /K�4" G:2586.89 FG 2587.16 FG:2587.43 FG:2587.73 --7 y--\ - - \ THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO ---- ---- - ---- ------ ----- /----- F_ / F / _m " \ \ \' L DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT ■ I I I %%'_-A_@) PAN 12-2 p m + p cn + p p p + p o p o / - - a o �, \ 1 \ THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE ■ N �„ V I ,,, ,, W ,,, 6, o I I ,,, L, - I I N Ll A I I N iLg + I I N u, + � R` o � �o \ \ \ \ ■ m o 0 00 m o 0 90 m o o cr, m o o w m o 0 o m o 0 o m o o ao m o o cr, �+ � -n m w \ \\ / I W w I I /-%1 ;-'' �,, PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. ■ En -n G T so G T o ccA T co ccA T m 00 T V cn N T co cn O N T W i- W z ■ z p W co z p W co z p W co z p W ni z p '^' w z p w I Co z p w W z p w I (� 1 \ \ \\ \ \ / / - 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND U _O ■ o I 1 \ \ \ - / / , ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK J o I o ao o a o o g p g I p o 1 II I \ \ \ \ \ � / / J ■ I z 1 II 1! 1 \ \\ \\\ // (INCLUDING SURFACE RESTORATION) IN THE BID. ■ I I I I I I I I I I I I I I \ IIIP I \ \ / �,/ / ■ I \ I \ 11111 \ \ ,11_2 \\\ -' ,/ 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS m ■ 2-2 1 1 1 3-2 1 1 1 4-2 1 1 1 5-2 1 1 1 6-2 ��I\ 1 1 7-2 I 8-2 1 1 1 9-2 \ I I111 1 1 10-2 \ \\ / \� \ /r- REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING Q U) Z ■ I � I I I \ III \ 1 \ \ \ / \ \ / i DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH Q ■ I I I \ II III \ \\ \ \ I \\ \ \ ___i Lu 0 p ■ I \ I \ III \ \ \ / I \ \ I r- - / THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF O � SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED � w THROUGHOUT THE DURATION OF CONSTRUCTION. 00 2 ■ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 \ I I 1 1 \/ \ / \ < J / \ ,\ \ \ I I / 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - Q ■ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I- \ / I 1 1 1 \ II 111 / \/ \ l \ \ I 00 ■ I I ''I \ / I \I I 1 1 / / \ \ \ \ �- PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO LLl 00 ■ / \ \, \ ® RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE w LL] _ __ _ PAYMENT SHALL BE MADE. ■ - ------� �- -----------J -------------J L--------------I L---------====J- �, \ _-----J L--------------J L------ __--=�_� ��--------------------- ------- - ------------- ---------------- -------------- ------ ----------------- -------- ----- ------------ ---------- -------------- =APT-----�PT 4PI 4P1 4 4P1 4P1 4P1 4P1 4P1�#ri - --- -- - ` 4P1 4P1 4 W---- P 4P- P� -4PI 4PI 4P1 4PI 4PI 4PI 4PI 4P w __ -- -- Y- -- -- --------_------ --- -- - - z 0 O a �SS\ONAL EN�� SEWER LINE B STA 6+60 TO 12+16.10 0 30 60 3 FEET �� 7-8-24 ,ram �ossT� o ER . . .CO CO 6+60 7+00 8+00 9+00 10+00 11+00 12+00 13+00 .. .. .. . 2596 2596 , _ .o C\l co w Z w Z M fn ZZ Z r? LO I ti O O O ti N r- r- O G 00 .. N O ti N C N N LLI m 2592 W 7 o co Z o Z Z 2592 F F o � � o w www o o ti N + cam - w N + - - - - O N r 00 00 a s O � O CON H z J C0 O az = N N Z Z� CLOM W LJJ o o APPROXIMATE EXISTING to rn 00 00 zG 2588 GRADE @ PIPE CIL 2588 gm o 00 ZQ 0 U 03 og �z wD 0 �� oz > FINISHED GRADE @ PIPE CIL w K U ZZ O U'Y 2584 2584 �W Q 0 10 Ci O Z� 22 U d OW Y k U¢ ¢3 w010 2 �3 2580 2580 o O Z U3 O N 0 N 86.84'OF 8'SDR 35 P C @ 0.403% U � Z � a O LLl J ao I� 2576Lo 0. 05/0 2576 z } c'-� of 00 a m z � H W O N N mLn W Q U vx Z Of T W d LL w O d 0- 0 O 1 ORIZONTAL SCALE:1"= 0' JOB NUMBER: N 2572 VERTICAL GALE:1"=3' 2572 J 6+60 7+00 8+00 9+00 10+00 11+00 12+00 13+00 ID62338 N DATE: 7-8-24 � SHEET NUMBER. WLm w /A I_ w SS-3 %/ � � I I J SEE SHEET SS.5 - - - - - - - ------------- -- W �d�� ---- I I 0 , I ; ; I 1 �� d� ��, l � ,l Keyed Notes 9 I I I 1 dt l I 10-4 I a �- I ---- 1 1 , \\J/ l l // / / 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE 18-2 I I ' : •• I I I � I 1 1 - i � l l ui I 'I' AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1. > Q cl o I I I 1 I 1 1 1 I , / d� s -_ / 2. STEEL CASING PER SW1 & SW2. I w I o I Z L------------- -----J Z 7-4 co I "' ------------- - - - - - - a I 1 1 6-477 - - - - - - - �O -------------------- � ----------- -----� w oo I I I, I 1 , 1 ; , 5-4 , I I , 1 1 �, / Notes W I Z I I I ro I I I , 1 1 I ; 00 ; ; w I I I ; I 4-4 , I 1 , I l 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD PO 19-2 I I00 9� I I I I m W W I I " N I ; , 1 I ; I , 1 ; I s MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. I I I I N - g W 1 1 "' 0) I 1 , I I I I 1 1 1 I I INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND I w �_ � 1 1 1 v 1 ? + I I I 3-74 I 1 r- v w I Q, I 1 I MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. 12.50'I �I I I N ? A r 1 1 1 w 3 o I I m'(� w ti 1 I I I I I N 1 I 1 ^ N °' 1 1 I I I I 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. ------------J = o w I I '' �+, I , 1 1 2-4 ' 2.00' - -- l L___ , I I w g r- I �, I I INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD 4"IE:2581.60 -------- -------- 10' I - --- 1 w z '' o I I ti rn 1 I I I 1 DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC - - - - MIN. - - - - - - - - - - 258 --_- a ^ ; II ; z I ; m w ti I ; I ; I SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN - - ---_ . :. . , : o . , o I � ^� I I _ E FROM POTABLE WATER SHALL ------------ I : _ :' ; a"IE:2581.72 , a o , , „ + I 18 INCHES OF VERTICAL CLEARANC • I O 9 2 _ -- SSMH-10 FG:2587.68 - 1 I `"' / _ 1 w g --- 1 I n, USE C-900 PVC WATER CLASS PIPE. I 1 C 1 00 0. 218.04'OF 8"SDR 35 PVC @ 0.400% 1 3+00 4"IE:2582.02 1 zhj 1 I � ; 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER - - $-•�-gS - - _ FG 2587.47 --- ; , I w 3 rn 1 1 20-2 SSMH-9 o z _ -4"IE:2582.32 1 ?a I 1 THE CITY OF MERIDIAN STANDARDS. a° W. CHOLLA HILLS ST. 169 b FG:2587.27 �- 1 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. rem M8 M8 M8 M8 �(8 M8 M8 M8 M 1 N- S� 0 N - --4"IE:2582.24 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 1 • . ... . WER FG:2587.06 NEC _ - . - ---------------J Ma_ 20g - a 1 5 FEET BEYOND JOINT TRENCH SEWER EASEMENT _ .• , - - - - - - - � - - - - � _ _ '' : `': `- ••� ; _ OFg 258� 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT +dam - - E 2 •' S8$ _ .. :., Mg C�0.606°/� 5+00 0, 5 @ 2%MIN . M a SDR 35 PV ------�------------ '' ' ' • : . . , ; o _ 34. 0 LF4" ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON T - ---------------------- ----- - 9 • :M LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONSH o= Oa °� Fog - - Ma - CONTACT DIC�LINE � � � _ : •..::, _Ma ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. 48-HOURS ,91'S99Z=N3LYM H 1d9 idg Idg o� ' _ 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH 4 /dg- - .," :- SSMH-11�Ma 5+32 28 - FINISHED GRADE AND SLOPE. 8F� _1585 NC.� d9 �� o �� 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON d9 THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO -_--_ �d9 ob o� DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT - ____ _d9_ o� o THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE dg _ PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. °£ 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND U O -i__-_ ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK J U) d9 (INCLUDING SURFACE RESTORATION) IN THE BID. j --___ d9� 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS 0 m 0 REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING QQ Z DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH 0-9 Q THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF Lu Y U 9 SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED p Q� 0 E Lu 9 THROUGHOUT THE DURATION OF CONSTRUCTION. Q mOL I / 1 n ^I 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - Q Lu J PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO W 03 m SEWER LINE C STA 1+00 TO 5+32.28 RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATELLI PAYMENT SHALL BE MADE. ~ F- 0 30 60 U FEET Z O N O �SS\ONAL EN�� Q� c,\srE OFF 3 +80 1+00 2+00 3+00 4+00 5+00 5+62596 �p��gTF -24 2596 ASS K ER��S� • . . . z • • o w , M• M• O c o w w 2 (0 (0 T ti �� • • t • p O ti N ti O N <n M• M• M• ~ M M M• M• M• • 2592 o o6 N CN oo p il a u) co 2592 • • • • 67 p CpLO O Go N Ln cli O p M 14 N co N p N •, U) - - - o co NZ 0 � o � � fn d' °o oo 00 � N W W 2 N N Z APPROXIMATE EXISTING U) + �_ - _ M w w • GRADE @ PIPE C/L U) M w oo � 2588 2588 Q =_ to UU K aIn O � a a< z FINISHED GRADE @ PIPE C/L o U O O 3� I �G PI 2584 GIRR 2584 0 U� 3 "DIA. 2 g .z CLASS II RCP w� SEE G1.1 Z o �D D o� > �z 2 @ 0.606% w' 1.00'IS THE MAXIMUM CLEARANCE ATTAINABLE Q M 6.25'OF 8"SDR 35 PVC z o �U 2580 218.04'OF 8' SDR 35 2580 l o aLL C O Z� 0 LF STEEL CASING PER SW1 &SIN2 ow Y k U¢ ¢3 HORIZONTAL CALE:1"=3 ' V VERTICAL S ALE:1"=3' 3 2576 2576 oo O 0+80 1+00 2+00 3+00 4+00 5+00 5+60 Z 3 0 O N U ' z � a - Lo US W rn D adQ m Z oo � ,A H Lu ONN m Y/ W Q U vx ZRrm 0 � W W d LL � O IL 0- o 0 W ' Z JOB NUMBER: N IDB2338 o DATE: 7-8-24 A WSHEET NUMBER: Lu /A L W SSA W � o SEE SHEET SS.3 SEE SHEET SSA r----------I i F-- -----I r - - r -------I i t------ , 1 .:.'. N i m 9-2 // � / � • •, / � I I I I I I I I I I o, Keyed Notes O o / I I I I I I I I 1 cn I x I 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE / _ 1 1 I 1 1 I 1 1 Or 1 13-+ I I 12-4 I I 11-4 I I 10-4 I I 9_4 I ' AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1. / I I I I > I I 2. T-TYPE CLEANOUT PER S1. CIO / / / I I I I I 1 z = 3. STEEL CASING PER SW1 & SW2. / I I I I 1 1 1 1 1 1 I I I I m r � • N 1 1 1 A A 1 1 1 N 1 I 1 + 1 1 1 + 1 I n 1 � I - 1 A icn I I A ^Fn, 0cm co F n-o, u, N \o � w m (P� mrn I mfP7cnw I m (7W � ��, / o"o r Ua', ouo o r °' 00 r �' I o"o r rn I m r rn I 10' 1 I 4"IE:2582.12 -n �, 3 / 1 0o Z p 0 I o z A 0 I I o Z A 0 I Co z A � I I A z A � MIN. FG:2588.12 / M/N. l / 1 A : r 1 0o • : r- I co • : r / � 10-2 N. 726055.4115 I "' \ / --_J L---- I Notes E:2454582.2499 11+00 / 4"IE:2582.89 4"IE:2583.09 4"IE:2582.99 4"IE:2582.81 4"IE:2582.50 . 1 31.40 LF 4" kkoQ FG:2588.89 FG:2589.09 FG:2588.99 FG:2588.81 FG:2588.50 : „ @ 2%MIN. - - ,, - - - - - - - - - - 1. STANDARD • ,. ' N• 726458 9287 SEWER MANHOLES SHALL BE 48 DIAMETER ECCENTRIC 4"IE:2584.15 SSMH-7 ER��NF 3 I E: 2454605.5525 MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. col' D w 2Sgg 1 1 8"IE: 2579.23 INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND 1 a o 161° 2+00 SEWER LINED 315.71'OF 8"SDR 35 PVC @ 0.403% 1 N 4+00 a� 90 T-TYPE CLEANOUT MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. 5+00 5+06.28,0.00 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. --- FG:2588.27- ` - INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD 1 SSMH-8 1 1 1 1 1 N. BORGNINE AVE. 1 1 1 SSMH-9 °'° 2 DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC ------------^ry�ry 8 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W m 0 0 �a SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN o <b'k � ■ 1e�o��o bo'o��^�n'/ 0 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL �' tip` �o ti tip I "` 4"IE:2582.51 4"IE:2582.70 - -' - - - - - - - - 1 - USE C-900 PVC WATER CLASS PIPE. �• / / 4"IE:2582.40 4"IE:2582.86 �4-.I'E.:2582.75 4"IE:2582.56 4"IE:2582.36 4"IE:2582.15 „ , FG:2588.51 FG:2588.70 FG:2588.86 :2588.75 3. 8 GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER FG:2588.40 - ---- FG 2588.56 FG:2588.36 FG:2588.15 (---- J 1 F- - I ---- r---- ---- I --- ------I I THE CITY OF MERIDIAN STANDARDS. 1 A A , I I 1 A A N 1 1 A A N 1 1 1 A A w 1 1 1 1 1 1 A A A 1 1 1 A W A 1 + o + _ + _ A A " 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. m � o °�° mo o °N° m <5 •9900 r" � ow m " c � m \ o � I meow oo N r N y I N I I 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES cn T - cn -n ao _� -n oo N g r 90 N r N r Co z A A CO u, 1 „ - I I � _� „ `° I cn � „ `° I 1 L" -n �° I I / (V A O I I A Z .p C A Z ? � coA Z A A Z A A O0 Z I : o ? o A A A OD z A A 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. I I I I = o I I CONTACT DMINE / II I A I `a a o `n I "' I 0 1 1 1 I 48-HOURS ____ / / 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT / 1 I I I I I ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE o �/ / /�9.57'OF 8"SDR 35 PVC 0.400% I j 1 j I 1 I I I I I 1 I LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS BEFORE DIGGING @ I 15-2 16-2 I 17-2 18-2 I 19-2 I 20-2 14_2 I I I I I 1 I ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. - -342-1585 I I I I I I I I 1 I 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH I FINISHED GRADE AND SLOPE. 12-2 / / / � // .. / I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO z DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT (� O I I J /� I I I I I I I I I THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE J to PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. > L---------- J I L---- J I L-- ----J I L--------_J I L_ -__-J I L----__ J I L--__----_J i 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND O m 0 idt idt// - �dtl I idti - idt t�idti �idt d� �dt d� -Idt idt Ids id idt Q - _ _ _ Q I ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK Q � Z (INCLUDING SURFACE RESTORATION) IN THE BID. W Y 0 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS Lu O 9 REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH 0 000 2 THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF Lu Q Lu Q SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED m SEWERLINE D STA 1+00 TO 5+06.28 THROUGHOUT THE DURATION OF CONSTRUCTION. JLU Z 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - ~ 0 30 60 PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO w w FEET RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE z o PAYMENT SHALL BE MADE. o a �SS\ONAL Q� �\srE OFF 0+80 1+00 2+00 3+00 4+00 5+00 5+20 3 2596 2596 �p�s TF OF4 Z r ? o w W w Z Z Z V) fn M p N ti N p 0 In O .• .• • M to CO A O 06 N O C6 N N N • • • • .• .• .• � � 1 � � 0 � oonzz � z 2592 � .. .ow 2592 = NN - o _ • • � � � D O CR ti ti ti N = Lf) N Z 0 O O 1- N CV N I... Ln W W 1 W_ W W W co 0 p - - - - - ' = o � NZZZ =O tn � d' co CO � � d' � oo oo � • O + W W W W �� - cn 00 v v 00 FINISHED GRADE @ PIPE C/L co • 2588 2588 W ,n �o ow 2 � , a� APPROXIMATE EXISTING za GRADE @ PIPE CIL o PI Z. 0 GIRR PI z 2584 I 2584 CLAS III RCP om 00 zQ 8"W SEE 1.1 8„W o 3 H.z w� � oti > �z r W w� Q' w K U z 2580 M 2580 U 10 �U 315.71'0 8"SDR 35 PVC @ 0.4 3% C O U d OW 31.00'0 8"SDR 35 VC @ 0.42 % 3 w0o 2576 STEEL CA 5+06.28 2576 ar.WER3 Lirv: Li8"IE:2579.23 zz 03 �49.57'OF 8"SDR 35 PVC 0.400% ORIZONTAL SCALE:1"= 0' VERTICAL CALE: 1"=3' 2574 2574 N 0+80 1+00 2+00 3+00 4+00 5+00 5+20 N U ' Z � a - � W rn T '6 D _y Q m Z W 0D [�f/II� ,A H W Oco NN m Y/ W Q U vx Z CL 2' � W d LL 0 a 0- o 0 W ' Z JOB NUMBER: N IDB2338 0 L L DATE: 7-8-24 A WSHEET NUMBER: Lm ui W SS-5 ON Lu Lu� � I IJ -- -- Keyed Notes <�> 6PI�sl 24 RC __ 1. SINGLE WATER SERVICE PER W1 &W2 WITH 4" METERS AND 1" 6PI ' SERVICE LINE SIZE. r�s\_ 4P 24 RC 24 R-6P%-___ __ \ I 2. DOUBLE WATER SERVICE PER W1 &W3 WITH 4" METER AND 1" 24 6PI \ _- 4 RC 2 RC ,, 6Ps I�i� i \ / SERVICE LINE SIZE. 4PI_ 24 RC 6ps- _ _ � ' \ 3. RE-COLLAR EXISTING WATER VALVE PER W1 1. \\ ' 4PI_ 224 RC sill__- ® 4. REMOVE EXISTING BLOW-OFF AND CONNECT TO EXISTING 8" PVC CO WATER.4PI RC 24 R- 6Pl- _ I-- 24 - _ 5. C-900 STORM DRAIN -ADJUST WATER DEPTH TO CLEAR STORM _5 tp RC 24 RC 6Pl - ___ a2572_02. 1 DRAIN (8" MIN . CLEAR). SEE SD SHEETS FOR ADDITIONAL 4PI 24 RC 241=s �__ ' / x ; INFORMATION. C PI ti \_ 6. MAINTAIN 18 OF VERTICAL SEPARATION BETWEEN WATER LINE 4PI 24 � � � / 1 \ \ I I \ 1 RC ` o 1 AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1. 4PI_ a _ \ \ \ 5-1 I I \ ti 1 4PI ti 14.00 LF 8" 2 3 EL \ 1 I \ I I r 4 RQ a 1 I) 6-1 \ \\ I I s\ 1 I 3-1 13.01 LF 6" 4*� _ 30 RC 6PI 6p N: 726532.5945 \ I 5 I N: 726590.9998 6 PI - -- I Notes / \ I E: 2453850.5964 N:726588.0306 P� 30 _6P/ E:2453594.8844 4-t �\ L \ 8"X 6"TEE 1- RC _ 1 E:2453863.1466 � _ / \ I 8" 11.25 BEND _ O �-FIRE HYDRANT PER W8 4PI ` RC 6PI 6 -'-__-N: 726535.5665 ; 1. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH �I\ \\ `\ 19.77 LF 6" I 8"22.5° BEND \� / 6 GV 1 \ 3p P/ E:2454078.7014 FINISHED GRADE AND SLOPE. I \ \ \ 18"X 6"RED. I I\ \� / 8.34 LF 8" 6 / �� ---__ _ 30_6pl 11.25°BEND --___ 1 2. ADDITIONAL FITTING MAY BE REQUIRED FROM THOSE SHOWN ON \ \ I 1 / RC O S QU S 6"GV) I I I \ \\ /l / / N: 726582.8268 �\�� N:726533.3080� ` - 6PI --- __ 1 THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO _ ----J I I I 1 �� E: 2453848.9256 ~� E:2454038.1983 3p RC _6PI -'- 1 DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT \\ N: 726538.1890 \ \ \ ` 1 I 1 1 / 11.25°BEND 45"BEND - - -- E:2453538.1890 \ 0 3p THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE - - I - I \ 4-3 22.5 BEND �' :. ;' RC 6PI 1 PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. ' FIRE HYDRANT PER W8 � 1 / - _ 2585 / I 1 2-t ` / ` „ �o _ _ 3. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND s�� / : / 1-1 8 ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK 40.57 L------- - \ / W - . ----- -- D \\ \\ 6 r / 5 _ 1 (INCLUDING SURFACE RESTORATION) IN THE BID - - - - - - \ 2 / r s / / ; yr / \� // \ - _ 0 8W 191.g7LFB„ - 1 N 4. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - CONTACT DICXJNE -------- , / :; / / __ / / \ PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO 48-HOURS ----- \ 1 ` \\ 6 O / / / �\ �/ s \ Cly� o84yk1 RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE BEFORE DIGdNC.� / +�d \ 1 N ALA HIL o _Z7 ~ PAYMENT SHALL BE MADE. 1-800-342-1= 6 O / S S�, �1 \\ 6 Lu O/ 3-3 I � s 1 - w 6 = G I I 7-1 CO G WATER METER LOCATIONS APPROVED BY TYSON GLOCK ° _j � - �_s----_ - - - �� 726428.3607 Q 6 / _ I' OF CITY OF MERIDIAN ON o 0 N: s/ �' m� � �..' / \ s 6 3 - E:2453653.5508 -- , yo �� \ 45°BEND / �� 2-3 ti 5-3 / 1 1 III 6/24/24 Q Q � \ l' _ = 4jjN \ 1 1 O w m 2 W / \0.s , 2-4 00 '/ 4pi 1 \ I I 11 LLI H w 00 W / / \ S ?5p' 6 / s� \ I \ I 11 1 GF aw c \ 1-3 \ //. I`V / ' - \ I I 1 Z o 0- 6OLu S0, I 1 / - L I I N:726348.9025 ° \\ \\\ 2 / \\/l / \\\ \\ \ / 400. / / \4P, E•2453919 6560 / 1 sa4 / / /\ / / c FIRE HYDRANT PER W8 / O F \\ \ / / / / / 1 �\ � O •r i / s / / / �/'/ �s 8iy :� \ 13.00 LF 6" N:726384.2810 p \\ �I / / / \\ E: 2453779.3629 `v�1FAs,� 144\ \ N:726319.8034 / // / /� 1 s o / . .3 \ 8"TEE NS O�Fg.,eW / \ , ''•. 7-8-2a 8"GV(N) E: 2453963.3945 MH WE „ • , s 8"CROSS ��Ha° 6 / \ ��\\\,/ / // / / \ - , / �� 8 GV(W)- 2 \.. 8S \ 8W 3 8"GV(N) :,'.•�/ / / / / 1 �� K ER\ � 4p/ \ / \ 10 1 / / �, O 8"GV S 6p1 `,, l l� --� / ,,\ 6 gs, �' 8„GV(El // 1 / / / / 1 . . CE U p l l l /l l l /l 8 ` 3�90GF8„ , J / /l /l /l / /l 1 .. • QID ID I- -27om\\ / / / / f / / / / / / / / / ' .. .. .. l A 8S, aw 18-4 1 N:726336.6337 c w .. f ' 2586 / �' / / / / 1 . • • E: 2453915.3575 BSA, 8�r l 3 /l l l l l 1 1 6/'/ \-�p� �' / / / / / / / / \O 8"X 6"TEE 3 6 ,, '� �o�/ / / , / I .. IUD 6"GV o c o. / / 1 8S 19 h / / • S aw i 5 / l / 1 Q 6p \--�� / / / / / / / / �� 3 \ O 28148W 6 l 1 Q o \`' GLF �F8', 1 \ -�s / `n O l NST 1 as 8 B 6 6 \ / / 3S9 � / 6 \ o" rMgTc \'\ 8S 04 so 6p/ �f0j /l wATFRgI/�H 11 l 11 \-\ 2 \ 8S\ \1 �j O \ d l M - FHT� l l I W o 3/ \t-2 / \spill o / w / I / / / / / ' : W > >- 6 W / CHI U o -VI / 4 6PI <b 3 /3-2 / U K w3 1 yo 4-2 Y r r(zj o3 0 6P/ / 4 3 \ / / / 1 N i I 6p \\\\� ,l 1 1 1 C 04 cb i 6p/ p/ 0 0-14P/ 1 w Y o v m L!) N 6 1 w a ¢ WATER PLAN - WEST a a wa � o 0 FEET 1 0 30 60 1 JOB NUMBER: N / IDB2338 N DATE: 7-8-24uj M� SHEET NUMBER: wA w I= r/ a wmi � � 1�6PI __ I Keyed Notes O 30 RCS 6PI _ xl � o 1 w- N: 726509.9332-6PI II r 1 E: 2454268.9974 6PIp_ FIRE HYDRANT PER W8 ---__ z, o 1. SINGLE WATER SERVICE PER W1 &W2 WITH 4" METERS AND 1" ' 0 RC 6PI --- -------------------_ N: 726491.8373 SERVICE LINE SIZE. 1 E: 2454618.0522 W -8W - -13.00 LF 6" 30 6P/ "� 2. DOUBLE WATER SERVICE PER W1 &W3 WITH 3" METER AND 1" W 1 _ RC - 6PI 6PI 4"BLOWOFF PER W13 I _ _8 _ ""�"��`=z�..ee I \ SERVICE LINE SIZE. 4 w �O i CO 1 g - 120. - _ o; 30 RC =o - -- -- -- \ 3. STEEL CASING CENTERED ON WATER PER SW1 & SW2. 1 64 LF 8" : . : , •. ..' N: 726473.0337 -- -- -- -- -- -- -- -- -- -- -- -- - - W 1 S8 8W _ E: 2454384.5900 /r 4P1 �4P1 (91 LL -N: 726471.3375 � API �'.:: \ 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE Lu 2s8� Sg 8W - 11.250 BEND - - 3 - - - f-o- 17 9038- -�--------- \ \.' ' \ AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1. E.24546 V) 4 - 8W .: v a n 4 8"TEE / \- r 1 L I \ W. CHOL-� _ gW aw 233.32 LF 8" N ( ) I I I IN I \ A HILLS ST 0 8�r 8w 8w - 8"GV N �' II Sg - - N o / o 1 \ 1 / q : 8"GV(W) 1 20-2 4 - III 4 22 S S S 4 Sa S2 Sa S v I I I II \ 11 ___ _ /q ,, I I I , v I �I v Notes Z I I I / 4 2 1 ss� I S I I I \ : . .• . �. -- ----- ---------I m I I 1. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH N: 726497.1966 _ _ - '_ ' ' ' : .. : .. N • p 1. ' s o / \1 1 1 I 1 E: 2454266.3936 FINISHED GRADE AND SLOPE. 1 1 I 8"X 6"TEE , ---____ a \ •:. I / O % I '• H I I \ o c 2• ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON 1 I I 6"GV(N) I I r-------- I ----- I / I 1 1 1 N I ° THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO 1 I I I 1 1 I I I 11 I I 1 __-___- DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT 1 3-74 ' 'I ' N: 726437.3379 ' ' E: 2454630 6575 I I I THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE 1 I I I I I I I PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. 9-4 E: 2454617.6578 1 1 1 1 4-4 8"X 6"TEE FIRE HYDRANT PER W8 i I I I I 1 II 3. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND 6"GV(N) '..'. 1 I ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK I 1 1 I I I 1 \ f IIII I 13.00 LF 6" I I I I 5-4 ' I I I 1 \ 1 I I I : L-- - I --_----__- (INCLUDING SURFACE RESTORATION) IN THE BID. L_----------- --__ :: - II - - - - s m 4. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - 1 PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO I I s I I 1 RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE 7-4 , 1 I �� I� , \ 4 1 \ 11 - 1°" I o I PAYMENT SHALL BE MADE. H I j,\4p/ \ ,\\\ , ' � I � 1 1 I I .I Illl �__ =--- \ I I I 1a 2\ I C I •• I I I I CONTACT DIGaLINE 1 -_-- J 1 1 , 10-4 , ' : \ 1 I \ I I 48-HOURS 4PI \ L I I I I 1 1 1 ---�� -- ----- 3 \ I I I I BEFORE DIGGING ' 2 --� ; ; I \I WATER METER LOCATIONS o O I 7 \ I 1-800-342-1585 --------------\- 1 fl � I I I 1 1 1 ' -- ---------- : . -----------------� 11 ; 'I APPROVED BY TYSON GLOCK I � �-- --------------- 4 4: \\ - ;o OF CITY OF MERIDIAN ON c I o / I I 4pl 5 Ln N Z 4P/ \J I / I 17-z 1 I I I II I I I 6/24/24 U O 5 s I I \\\\`/ tt-4 j I 1 �\ 1 I I I I I II I II I I J cn Q 1 J \ I I I ` I I 1 J > _ .... W N V / 17 4 // �s� / // / // '�� • ':' 4p/ � i\\\�\\\\ I ••. . Z \ // cn I I I I Q U) -- -------------- II I U _ -------------J - - �� I I I0- - Q ao - \ /�5 I ' ' '` I I I I 1Y - 10, 09 / N: 726239.0001 / / / / / / s i \\\\ �\ CO MIN. q I `\ m .•. I I I II I o I � w Y/ E: co 2454233.3390 �s�j / \\\ 15-4 / // o N \\\\ \\ I Z J10.50': I 1 II II 1B-2 I I o I I I II I 1 m i 0Lu 0 \ FIRE HYDRANT PER W8 / / \ / / / 1 \� \ I 4-4 I . I I \ I 1 I I I I W 00 / // N: 726226.7313 / // \ / // �I I �.� IL 13.00 LF 6 - E:2454229.0405 / \ / / \ \\\ \ 9a12.50' I / / 1 1 I I I N I I r - \\\ \ 1 2 N I I- fl 11 cnI I ~ 8"X6"TEE / 4 -,6.,GV(N) / \/ / / I ------- - \L- --- /- - ��- - - 11 I I I Z o 41 1 - Y• Lu s 8�48LF8., 2 // / � , // / ------- - --�---� 4 I 3 I _\ � � I -_� . , I IIII � II 1 0 / AL / -% I I \ w\�\\ \ 1 15-2/ 1 m W a `� �\\ \ 1 \ / W 4 4 / / // .. 1 I 13-4 \\ \\ \\ I a.o0' // 1 8 q I I C I \ \\\\ W _ 3 ------�- II I 11 �' 7-8-24 0 0 -�-- ---- 11 21- 1 I GC \ 1 4 S c 8w 1 - \\ 1 I -- I / r \ I I I l a ASS `l\`'O N: 726127.4512 �'�\ , r / I \-� / l o� I {( ERG E: 2454551.7213 - L_- FIRE HYDRANT PER W8 \ \\ T-_ / _1 \ / y I I I I Lu 1 r I • 8W / I / / I I I � I I • 1 / / N S \ ``" ; , C/30 N:726115.1824,- \ N: 726137.0594 \ I \ / m I '! I I I I I Z I I • 8iy E: 2454547.4228 _-`E: 2454615.4849' ° \ I I I� ' ' I I j • .. .. .. . 3\ :., 0 4p 22.5° BEND \ Iw n I • . . . 8S �36LF8„ 81y g„90 BEND / _ O\ 1 ` i i I I\ a \ 8 X 6 RED.(N) C/30 \ __ I - I I I I \ I 1 3 co 5-2 / / \ // �' - \ ---_ _ _-_ � I \ III I •cl) .. \C_ j I to 2 13.00 LF 6" - :. : \ B I I� I Im 2 8S / 4 4-I\ 4P __ 8-2S�UoLF / \ �� I I 1 , III I 1 w =Z l / l 2 / / l l l _\ '•. 8S 8 4 C/3 II I I I o 0 0 s / \ 0 �a II NI II / 1 �' as 4 8S C 1\ 7-2 / / / �� S 4 O/ \ ��\\ 13-2\ r\\ ul I I I \1 I I oU 1 p 01 S \\\&\\ 01 6p/ / \\�� ---2587/�- \� / // / O I �/ \\�\\� \\ \ �� 1 I' \ I ml oa \ / 8-2 / / \\\\\ \ / \ \ I - / > / / / -_41 \ N:726096.3351 \ � I � I \ o I a= `-� �- - -� E: 2454601.2166� \ I I z ----------- \ _ 900BEND \ \_\ / \ 'fl �/ I \ I I D9-2 wz of \ / � C1N I =N �o Q0 ,o to s / / / I , I / I j1 I \ \ / \II 1 I Iml I zo 22 10-2 1 II I �ss9 \�/ I I ...:.. 11 II L\ h N I I I I ozz k � I II 14-2 00 4 \ I I I I -� 11 -z .,. p II I NO 4p/ //r 0 // I 1 11 I I I w j � c°'o W LL a m z 11 00 co � w CNN m �\ cn I I I W w ¢ „�.C. z r ``\\ 4 �\ o i i cn I I I 9 IL T w LL I `� \\ i I --•.::'. I I j I�\ � III/�p II Z � � o p F, I JOB NUMBER: N N 4 I I \\ i IL IDB2338 N DATE: 7-8-24 WATER PLAN - EAST 0 30 60 IN I I I W � SHEET NUMBER: FEET 11 I I v I' I III I I Q II I I III I I w W■2 aF I� I I III I I = I Ililll II II �i� � i i co J N: 726685.1517, E: 2453446.8390 v 450 BEND 22.50 BEND �� 6PI - __ 11.250 BEND _ 24 Rc sPi - ��-2�R -sPi _ N:726631.8540 1 = --_4P/ 24 RC _--- __ E: 2453707.5527 ! N: 726643.9253 -_ p_-� Rc o Pi , I 7 LL �- o 4"X 2"TEE I E: 2453440.8722 044�c PI _ 2"GV(S) 6"TEE - __ N \\\\ 266.11 LF OF 4" -_- _ 4P 244 R CPI 6PI _ �_ co r l Ij 6.00 LF OF 6" \\ lO '--__ `�� 244 RC 6Pl _ N: 726577.1591 \ \ 4P1�-�- RC ° T- i \ 1 1 1 7 _ 6 I E:2453975.1012 N: 726643.9301 \\ \ I 1 3,00" I - 4P>! 4 5-1 1 99, ., -';,- 450 BEND E:2453446.8722 v v v I I I I 66 LF I 6"TEE vvv OF4„�-__ 4 GV_-_'-- 22.50 BEND I h l - V 1 " 7 -� ��r�p6Pl - -_11.250 BEND 6"GV(W) \ \ I I 6.00' 1 3-1 4 GV / 6.16 LF OF 4'; '.;:. . 4 - 6"X 4"RED(N) \\ 1 I 4-1 :.. �_ - a j 6"X 4"RED(S) \\ \\ I II I _ / 4 R--��_ -` PI 30 3 fi- 1 / ��\�`\ .. 3o RC 6PI -- -__-_- 6"TEE N _ \ 1 I O �� / / _ 3.00' \ \ --J I ti W 1 \ \\J ` 6PI _---_ cn \ L\ c(' I o 1 - 30 RC 6PIp '-__ N:726494.3529 � 3 _ - \ �/ ,. / 4-3 -_ N: 726488.4990 6.00' i \ 0 1 2-1 / / b N: 726471.7516 - _ _+'� _6PI --__ E: 2454478.1276 O `� 0, p 38 220 30 Rc --- _ 45°BE 7 E:2454733.0310 -- \\ / 0 E: 24539 8 - _ 6PI -_ ND(W) 12.00 LF OF 6" o N w L \ , aw 90°BEND 70 N:726529.3687 / ,4"TEE - _ 22.5°BEND W �,� - - - - s �.� � � / :." / , w -� _ _8� .. _ 30 RC s I -____ ( ) 8.09LFOF6" s s - 1 �O-------- E:2453686.6367 /.. :/ / �� _ _ _ _ _ _ 2 O �� / co 4"x 2" RED(S) - 6 -- - 1 / 45°BEND / / ;''/ r 2"GV(S) - 8W 30 RC PI 4 4 GV o 0 3-3 1 �/ / i _I- ... s 8W _ - 0 30 RC - .ri 4"GV \ / 32.02 LF OF 4" 1 _T W R', - - - - 4PI 4PI _� 4PI / / w 0 4"GV I OLL _ a LL Q / _ _ q H 0 LF 94 00 FL 0 4 1-1 /l I I ILLS+°S 851 OF 4" 71 90 LF OF 4" F N _/ 63 I 900 BEND LL 8w N: 726490.2994 8w 20-2 1 '' - - - - Op 4"GV r _ _ 1 / ,. .. .. _ \ �'� Q" l �� LFOF -' 1 I N: 726404.6617 -- __ - s �� 0 sgE: 2454485.6609 w:. 04 \ /;: ` 2-3 5-3 ¢ 2 7084 -- - - c 6"TEE O 00 t7 I 1 / E 454129 I I _ o � I 900 BEND I I - __ 4 }' : 6"GV(N) -_ - --- _- cn I /ti N / 0J90 2 4 III Ir - - ° N ------- - 1 / �a - -- - ¢p LFOF I I 1 I I 45 BEND 1 1 CONTACT DWNE 1122.5°BE (N) 1 0 3-74 I I 1 I I I I I 4"GV I I I 6 X 4" RED W \\ I - �I I 4&+KX $ O I 4-4 I t s 2 I',;: BEFORE DKX3NC.� I 1 1 I I 1 I I I III I I � I 6"X 4" RED(E) :. 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E: o � I I I I o j � I W m / 8w \ \ �� \ / l ° 4 TEE - 1 ------- J - ~ ----- - - - ° `+ 4p (� / , S\ / // , / 45 BEND W 8-4 ° - - - ---- - / / / , / / , , / ? aw / /, 22.5°BEND(W) co - -0 / 1-2 /// / _ ..•... / 11.25°BEND(W) I - � --------� 1 - w d 4p/ �� J / l l l / / _\ 8w �J/ / 1O 1 1 15 2 1 Z z O o 8 �� l I�, - i Q ;..:.'.. ... 13-4 I I I 6868LFOF� // 4"GV // ,/ 1 ... 1 0 o a 4"GV 4.17LFOF4" / / / / / _ _:::. `Fq I L---- - --J 21-2 1 I' 4 0 1 - - - W S�ONAL EN N: 726174.9268 -- : ---- ° 1 3-2 / / / /�_ _ ' E: 2454479.7553 1 1 °4 GV 1 Oa. m 11.25 BEND 1 1 0 , Z Q- F 90° BEND -_4PL I 6"TEE �4d / / / / 4-2 / / / 8 22.5° BEND:,. . 14-2 Q n 7 �� / / / / / F 22.50 BEND 1 :_•, 3 \ \\_ N: 726183 8010 ` ,¢Pj L / l l l lsj 8 OF4.,,� 6300 J� 7.-8-24 0 iV E:2453940.2661 -� O/ / / 5-2 / / / ..'. _ OF4„ - :7 �T \pP • :. \ � __ - - 6 N:726115.9265 OF � 6"TEE ��F,., aw c/ _/ �� , / / / - •"•` E: 2454 30.335 6 X 4 RED(W) �` // / / / // s-2 %/ / `_...... 3 -- 4"TEE 7 O ¢P, ` / / / , / / _\\ - .:.; a _ 84.24 LF OF 4 6X4REDE �� 5.41 LFOF6" ° /�v�� _ GV(S) C :) :) ' i o7-2 13-20 co :.. co ID ID \FOF l , l 8-2 / l l \ \ \ .,... 1 / � < \ \ 1 1 cn 9-2 / / 1 \\ \\ \\ 1 ,li co • p o N • NOTES 10-2 III LL I 12-2 LL - 1. THE PRESSURE IRRIGATION DISTRIBUTION SYSTEM SHALL BE 9. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED/ , / I I 1 J w CONSTRUCTED IN ACCORDANCE WITH THE SETTLERS TO SLOPE TO DRAINS AND/OR PUMP-OUT STATIONS AS �� O / / I I - / I 11-2 IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR SHOWN ON THE PLANS. °`\\` /O I I 1 1 c � IRRIGATION DISTRIBUTION SYSTEMS. 10. PIPE LENGTHS ARE SHOWN AS GENERAL INFORMATION \ C I N 2. INSTALL ALL CROSSING OF THE PUBLIC RIGHTS-OF-WAY, ONLY-CONTRACTOR SHALL PERFORM THEIR OWN MATERIAL o0 4\ PRIVATE ROADWAYS AND TRAVEL WAYS WITH PRESSURE TAKE OFF AND INCLUDE ALL WORK FOR THE PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF IRRIGATION SYSTEM IN THE BID FOR THE WORK. `� lO 2-1/2 FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH ( ) 11. GATE VALVES SHALL MATCH THE PIPE SIZE. LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND 4 1 aw ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO 12 BETTER. PIPING SHALL BE PVC, CLASS 200, SDR 21 OR N �`� -�:J `� • N:725912.5519 �m BACKFILLING. PRESSURE IRRIGATION PLAN I E: 2454728.6615 o J 3. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS 13. MAINLINE FITTINGS SHALL BE CAST IRON AND MEET AWWA 1 1 1 4"90°BEND o3 AND NON-POTABLE WATER MAINS(SANITARY SEWER, STORM REQUIREMENTS. ag DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN (10) 14. ALL GATE ISOLATION VALVES SHALL BE PROVIDED IN 0 50 100 • n 1 ° FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ACCORDANCE WITH ISPWC AND MEET REQUIREMENTS OF FEET N: 725912.6716 ,� I T z AND NON POTABLE WATER MAIN TO CROSS WITH LESS THAN AWWA C-509. VALVE BOXES SHALL BE PROVIDED IN E: 2454714.1226 w wJ EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE ACCORDANCE WITH ISPWC SD-406 WITH 24"DIAMETER 4"22.50 BEND U CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH CONCRETE COLLAR. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 15, IRRIGATION SERVICE RISER PIPING SHALL BE 3/4 INCH 14.54 LF OF 4" �- WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF DIAMETER CLASS 200 POLYETHYLENE. CURB STOP SHALL BE THE WASTEWATER RULES(IDAPA 58.01.16). 3/4 INCH CLASS 200 WITH NON-RISING STEM,ALL BRONZE z- 4. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES CONSTRUCTION AND SCREWED ENDS. ALL FITTINGS SHALL AND POTABLE WATER SERVICES OR POTABLE WATER MAINS BE BRASS. SEE SERVICE RISER DETAILS FOR ADDITIONAL SHALL BE A MINIMUM OF SIX(W FEET.WHERE IT IS REQUIREMENTS. PI SYSTEM OWNERSHIP °k NECESSARY FORA POTABLE WATER MAIN AND 16. THRUST BLOCKS SHALL BE PROVIDED IN ACCORDANCE WITH �3 NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN THE CURRENT SETTLERS IRRIGATION DISTRICT STANDARDS A. EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE AND THE CURRENT EDITION OF THE ISPWC. THRUST OR LEGEND KEYED NOTES X AND BACK UP PI SUPPLY CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH m >r 0 SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING ANCHOR BLOCKS ARE REQUIRED AT TEES, BENDS, DEAD o 03 0 WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF ENDS, OR OTHER CHANGES IN FLOW DIRECTION ON ALL MAINLINE PIPING. THRUST BLOCKS ARE ALSO REQUIRED AT 1. 3/4-INCH IRRIGATION SERVICE(SEE DETAIL 1/P1.2). 1. THE PRESSURE IRRIGATION PUMP STATION AND DISTRIBUTION Z THE WASTEWATER RULES(IDAPA 58.01.16). GATE VALVE ELBOWS AND TEES BEFORE AND AFTER ANY COMPRESSION SYSTEM WILL BE OWNED AND OPERATED BY THE PARAMOUNT N 2. DRAIN VALVE(SEE DETAIL 3/P1.2). Q 0 5. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE TYPE COUPLER. CONCRETE FOR THRUST BLOCKS SHALL SUBDIVISION HOME OWNER'S ASSOCIATION. SHALL BE TWO(2) INCHES WIDE, METALLIC RED IN COLOR, CONFORM TO ISPWC CL3000 AND SHALL HAVE A MINIMUM O 3. 2"BLOW OFF ASSEMBLY(SEE DETAIL 6/PI.2) AIR RELEASE VALVE 2. PRIMARY AND BACKUP PRESSURE IRRIGATION SUPPLY WILL BE N WITH THE WORDS DANGER-UNSAFE WATER OR 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE 4. PLACE PRESSURE IRRIGATION IN C-900 PVC SLEEVE AT ROADWAY d PROVIDED FROM THE EXISTING PARAMOUNT SUBDIVISION PRESSURE � a NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED CROSSING PER ISPWC SD-307 AND ACHD STANDARDS-MIN. SLEEVE Z U. DRAIN VALVE IRRIGATION SYSTEM. -� � PLACE THE TAPE BETWEEN SIX(6)INCHES BELOW THE EARTH. D DIA.SHALL BE THE PI PIPE SIZE PLUS 4". INSTALL(2)3" DIAMETER Z (D � c w SURFACE AND EIGHTEEN (18)INCHES ABOVE THE TOP OF �': 0 a 0 (0 ,, Y ,.fit 17. INSTALL LOCATING WIRE PER ISPWC. CLASS 200 SIGNAL CONDUITS WITH a PULL ROPE.SLEEVE AND z } z t Of W co THE PIPE. BLOW-OFF ASSEMBLY CONDUIT SHALL EXTEND 3-FEET PAST THE SIDEWALK. PROVIDE o o �o } 18. ALL STREET CROSSINGS SHALL BE MARKED ON EACH SIDE L P 6. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE CLASS A-1 PIPE BEDDING SYSTEM PER ISPWC SD-302,AND TYPE A-1 w w x Ln z Ln WITH PURPLE FIBERGLASS STAKES SAYING"PRESSURE Q TAGS CARING THE WARNING DANGER-UNSAFE WATER OR TRENCH BACKFILL. (SEE DETAIL 7 ON SHEET PI.2). 0 IRRIGATION"PRESENT. 3/4 INCH PE IRRIGATION SERVICE 0 w w a U NON-POTABLE WATER. O 5. CONSTRUCT PI 3-FEET CLEAR UNDER GRAVITY IRRIGATION. LOWER 19. CONTRACTOR SHALL COORDINATE A PRE-INSTALLATION a a o 7. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS ONSITE MEETING WITH THE PUBLIC WORKS DEPARTMENT PI IRRIGATION MAIN LINE&SIZE PI LINE USING 45' BENDS. PROVIDE JOINT RESTRAINTS AND THRUST CARRYING THE WARNING DANGER-UNSAFE WATER OR BLOCKS ON ALL FITTINGS AND PIPE JOINTS. REQUESTED = JOB NUMBER: AND THE PROJECT ENGINEER. CONTRACTOR SHALL NON-POTABLE WATER. VALVES AND BOXES ARE TO BE INSPECTION AND OBTAIN APPROVAL FOR CROSSING PRIOR TO N COORDINATE INSPECTION OF PIPE INSTALLATION WITH THE E PIPE DOWNWARD SLOPE DIRECTION LOCATED A MINIMUM OFTEN (10)FEET OUTSIDE OF THE BACKFILL. W 1 DB2338 O PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS,AND TRAVEL PUBLIC WORKS DEPARTMENT AND THE ENGINEER. N WAYS. 20. CONTRACTOR SHALL PRESSURE TEST THE SYSTEM AND -------- PRESSURE IRRIGATION EASEMENT 6. AIR RELEASE(SEE 4/P1.2). ' DATE: 7-8-24 OBTAIN PASSING RESULTS IN ACCORDANCE WITH ISPWC 7. FIELD LOCATE AND CONNECT TO EXISTING 6"PRESSURE IRRIGATION. SHEET NUMBER: 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL SECTION 401. FINAL PRESSURE TESTING SHALL OCCUR REMOVE AND RESET FENCE AND RESTORE LANDSCAPING TO MATCH PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED w AFTER ALL OTHER UNDERGROUND INSTALLATIONS ARE PRE-CONSTRUCTION CONDITIONS. NOTIFY AND OBTAIN APPROVAL � EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. p ' ■ AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN COMPLETE. FROM DEVELOPER 48-HOURS PRIOR TO FENCE REMOVAL. ~ FORTY-EIGHT(48)HOURS ADVANCED NOTICE IS REQUIRED. 21. NOTIFY PUBLIC WORKS DEPARTMENT AND ENGINEER ONCE w 0 THRUST BLOCKS ARE PLACED PRIOR TO BACKFILL OF PIPE. T NOTES: 1. LOCATE DRAINS AT ALL LOW AREAS IN THE MAINLINE. 2. LOCATE VALVES ON AS-BUILT DRAWINGS FOR SETTLERS IRRIGATION RECORDS. 3. BRASS AND STAINLESS STEEL MATERIAL SHALL BE USED WITH ADAPTORS AND DRAIN VALVE. 4. LEEMCO DUCTILE IRON SADDLE TEE WITH RECTANGULAR FIBERGLASS VALVE BOX 9" RND.V.B. HINGED STRAP AND SINGLE TIGHTENING BOLT. 9" IRR. ROUND VALVE BOX LOCKING LID 18"X 4"THICK CONCRETE COLLAR GROUND LEVEL MALE AL. SUPPORT VALVE BOX W/12 DIA. CONCRETE COLLAR IN ROADWAYS CAST IRON LOCKING LID CAMLOCK AIR/VACUUM RELEASE VALVE BRICK FOUNDATION FITTING 01-AR-C-P-NP BERMAD OR EQ. FINISH GRADE TYLER ADJUSTABLE VALVE 6"CL. 100 PVC ACCESS TUBE GALVANIZED OR BRASS NIPPLE BOX OR EQUAL-ADJUST TO BRASS BALL VALVE FINISHED GRADE PVC MPT ADAPT - - - - - - - - - - - a" DRAIN HOLE - - - - - - - - - - IRRIGATION LINE REDUCED TO 2" PVC , IRRIGATION MAIN CURB STOP HARCO DUCTILE IRON SADDLE W/WIDE SS STRAP , BROOKS 525 SERIES W/COLLAR& LID ADJUSTABLE HEIGHT OR EQUAL PRESSURE IRRIGATION MAIN I I ROTATE SADDLE ROOFING PAPER COVER Q CONCRETE THRUST BLOCK CONTACT DIGLINE TEE 45 DEG. DOWN CONCRETE THRUST BLOCK Do Do Do MATCO 100 RT GASKETED DEEP SOCKET VALVE 48—HOURS j00 00 00' OR JOINT RESTRAINT BEFORE DIGGING I� o0°O' 1" BRASS NIPPLES �00000000 O° ROTATE ST. ELL —800-342-1585 BACKFILL WITH 1 CY DRAIN ROCK AND BEND TO DRAIN O O0o O0o O0o O°o Ooo INTO GRAVEL SUMP VALVE ,P65 ODo ODo ODo ODo' 0 0 0 0 0 0 0 0 0 0 2"GATE VALVE W/CROSS HANDLE )°O°O°O°O°O' Oo Oo Oo Oo Oo 2 CU.YD. OF 2" �o0°O°O°O°O' WASHED DRAIN _'ono°6�000o O05 O651 LEEMCO JOINT RESTRAINT ROCK 5 O�O�O�O�O�, J O °0°RO°�°RO°� TYPICAL 2" BLOWOFF O o PRESSURE AIR _ m o ISOLATION VALVE DETAIL RELEASE VALVE ASSEMBLY U) Q NTS NTS NTS o o 9 MAINLINE DRAIN DETAIL 3 4 6 O m Uj w NTS P1.2 P1.2 P1.2 w m w w J L H H SETTLERS IRRIGATION SETTLERS IRRIGATION SETTLERS IRRIGATION Pressure Air DWG.NO. SETTLERS IRRIGATION Two Inch Blowoff W LU LU DWG.NO. DWG.NO. DWG.NO. Z o DISTRICT PRESSURIZED Mainline Drain Detail DISTRICT PRESSURIZED Isolation Valve Detail DISTRICT PRESSURIZED PIRRO3003 DISTRICT PRESSURIZED PIRR03004 O a IRRIGATION STANDARD PIRRO3001 IRRIGATION STANDARD PIRRO3002 IRRIGATION STANDARD REV.MAY 2013 IRRIGATION STANDARD Release Valve Assembly REV.MAY2013 ASS\ONAL EN�� r �G\STE /l/F•tt� Q BROOKS 525 SERIES W/COLLAR& IID C SERVICE MARKER(TYP.) 3 ADJUSTABLE HEIGHT OR EQUAL � m �'� 7-8-24 w m �Pps TF OF FIN. GRADE Thrust Blocking Instructions 10.0 Z AS REQ D BY ACHD K E s � G� 31 3 R\G 1. PROVIDE THRUST BLOCKS AT ALL CHANGES IN SIZE OR DIRECTION. BENDS, :J REDUCERS, PLUGS,AND THE OPPOSITE SIDE OF TEE BRANCHES ALL REQUIRE LOT SERVICE STUB-UP WITH PLUG THRUST BLOCKS. AND NON-POTABLE TAG • • • O. O 2. THE SIZES OF THE BLOCK IS DETERMINED BY THE WORKING PRESSURE, THE - - '• . SIZE AND TYPE OF FITTING,AND SOIL CONDITIONS AT THE JOB SITE.TO N 6"TO 9" ROUN FIBERGLASS N • • CALCULATE THE AREA OF CONTACT WITH THE SOIL, FOLLOW THESE STEPS: VALVE BOX oo 0o 0 . CALCULATE THE THRUST BY SELECTING THRUST/100 BY SIZE AND TYPE OF • • FITTING FROM TABLE 1 AND MULTIPLYING THRUST/100 BY SYSTEM PRESSURE DIVIDED BY 100. 6" RISER WITH SLOTS i 3. DIVIDE THE TOTAL THRUST BY BEARING CAPACITY OF THE SOIL IN EXCAVATION MIN.DEPTH OF SLEEVE SHALL BE 30" FROM OVER SERVICE LINE • (FROM TABLE 2)TO DETERMINE THE AREA(IN SQUARE FEET) OF THRUST rMATCO JOINT RESTRAINT TOP OF SLEEVE TO FINISHED GRADE 3/4" 160 PSI 3408 PE BLOCK REQUIRED TO BE IN CONTACT WITH THE UNDISTURBED SOIL. @ ROAD CENTER LINE 0RT GAS KEDTED SLEEVE W/1 1/2 X DIA. C 900 PVC EXTEND BRASS 3/4"CURB STOP 3/4"X6"BRASS NIPPLE Table 1 DEEP SOCKET VALVE FROM CURB TO CURB OR BACK OF VALVES (TYP.ALL SERVICES) w Tees. 90° 45° 22.5' Q 10. Size Plus Bends Bends Bends SIDEWALK TO BACK OF SIDEWALK 2 363 513 259 141 PACKED JT. CPLG FOR PE PIPE ow in a in ni n ni i ni i ni i ni i ni u n 2 1/2 531 751 379 207 ROAD XI N Ggo 3 788 1,114 562 307 4 1,302 1,841 928 508 NTS C.I. SADDLE TEE WITH 6 2,822 3,990 2,012 1,101 WIDE BAND STAINLESS om 8 4,783 6,763 3,410 1,865 0" �' — — — — — SECTION VIEW STEEL STRAP -SET g� "'LL" "'LL"' " "' ' "' "' "' " ' "' " ' "' "' " 10 7,430 10,506 5,297 2,898 12 10,452 14,778 7,452 4,076 OUTLET TO HORIZONTAL z gm For Reducers, subtract small opening plug thrust from large opening SIDE PROP. LINE o0 plug thrust to calculate thrust / 100. — — — — — — I IRRIGATION MAIN Table 2 DESIGN ROADBASE AND SURFACE I aZ _ SAFE BEARING LOAD w� III 1= SOIL TYPE LBS PER SQ FT* � SIDE PROP. LINE p �D =1�11 II III Soft Clay 1,000 r D wz Sa nd 2,000 — w N� vrl —I I III—u Sand & Gravel 3,000 m Sand & Gravel cemented w/Clay 4,000 O o O o O o 0 0 O c`_ I Z o III as°Sb° Hard Pan 10,000 o ODo ODo ODo ODo ODo Oho O / =N The engineer is responsible for determining safe bearing loads and '�\/\/\/\/�\ °00 \/�\/��\/��\/��\/��\/� I DILL -I�i—ll 1 _ when doubt exists. soil bearing test should be specified. The bearing 000°00�� 10 _ - - loads given are for horizontal thrusts when depth of cover exceeds 2 ft. o�o 3.00'OR AS SHOWN INSTALL(2)3" `� SERVICE DIAMETER �i 00 ( ) COMPACTED STRUCTURAL BACKFILL MARKER TYP c 0w \� Oo°R�� I CLASS200 SIGNAL C 00 \� 6.00' o or 77 CONDUITS WITH 4" PULL ROPE //%�//� SAND PIPE BEDDING o THRUST BLOCK DETAIL I Cs.00 �� J ° 0 AND INSTRUCTIONS I a Iq X-SECTION ROAD CROSSING 2.00' 3.00' N 5.00' � p N SERVICE w J�� a PLAN VIEW Z IL MARKER(TYP) �.2 O Fj a m Z 00 SETTLERS IRRIGATION SETTLERS IRRIGATION W a L=o Settlers Irrigation a Thrust Block Details DWG.NO. X-Section DWG.NO. Lot Irrigation Service DWG. w Q of of" Z DISTRICT PRESSURIZED DISTRICT PRESSURIZED District Pressurized g PIRR03005 af of " O IRRIGATION STANDARD PIP-RO3006 IRRIGATION STANDARD PIRRO3007 REV.MAY 2013 o- n- and Instructions Road Crossing Irrigation Standard Hookup Detail oc JOB NUMBER: N LU IDB2338 N DATE: 7-8-24 ySHEET NUMBER: F Mill t W Q W _ 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+80 -_ 2600 2600 6P1= _j 2 �30 RC 6P/ - --- 1 -1+00 - 5.29'OF 30" RCP @ 0.153% m v 6PI 3 � � -z 2598 _ -- -- - -- O ?a J *k oo °° � 60" IRR BOX 1+10.12, 0.00 e y O O oo ao 4P1-RIM: 2588.88 2596 0 ti v) z w z N w � o w - CD °r° N J N N 2596 ,�;• r ti.-. NM � � � � o � � 0 � .� BOO XONNInN � MNdW W (EXISTING)77.49'OF 30 CLASS 3 RCP @ 0.116% SUMP EL:2580.67 1 o ti X +� ;` " r, rn rn �* o o X O � o O c m c - _ - - 8W 8 c 8W 30" IEIN: 2581.67 S �# aoO NN OtiN � XCO � N � XNMNN N OO � NONO coN � �po WN N CO Ofa' V�M c� 2594 ( ) 8W x (U,) OZZ mono JL00 n o Ooo ao LCO O Oo � o0 0o mOrn _j �n � � ONaLLI Lli W. CHO / 30' IE OUT:2581.67 N O oo > - - - N N m oo `" "' m _j LlC14 L" _ N N - o - LLA ILLS ST EXISTING 60"IRRMH S I I S - S� - ( ) S8 I I � N CO W N ? W W W � N a W W � N a w w � � N vu a w w � o 04 N a ui ui CDmr + 04 1+00.00,0.00 I @ o I c "' Cu M o + o o FINISHED GRADE AT PIPE CIL o + o 0 0 + o 0 o to cn M M 50.45'OF 30"CLASS 5 RCP 0.088/o _ co �,,, cs v cn �, , co cn M M RIM:2589.16 O 2592 0 + o x x x - 2592 SUMP EL:2581.66 �_ �c oc CO M W W W 30"IE IN:2581.66(S) 60"IRR BOX#6 4 APPROXIMATE EXISTING GRA E AT PIPE C/L HYDROSTATIC PPE TEST 30"RCP BY OTHERS HYDROSTATIC REQUIRED 2590 I I EX.30"INV OUT:2581.66(W) --1+65.43,0.00 v,l 1 _--- 1 1 I ek -- -RIM:2588.75 PIPE TEST 1 EX.18 IE IN:2583.84(SW-PLUG) � _- REQUIRED --- 1 I I EX.18"IE IN:2586.11 (S-PLUG) I P I I SUMP EL: 2580.71 11Fl 30"IE IN: 2581.71 (S) 2588 �- - - 2588 30"IE OUT: 2581.71 (N) I �� I I I 1 1 \\ ' II j 1 I L 16 .04'OF 0"RCP 0.503% I 6-4 I 1 I I �I I L- - J 5.29'OF 30"RCP @ 0.153% - - _ I Ill 1 I : I r STAIN 2586 7-4 I I I .. I I IL--- - ---� I HWM:2585.16 9+15.32 1 1 1 I 1 I ICI I III II I00 ' I I 2584 2584 �\ 1 1 50.45'OF 30"CLASS 5 RCP @ 0.088% 082% 115.8 'OF 30"RCP 089% 30"IE:2586.68 _' 1 ' 10-6-23 I 1 267.5 OF 30 RCP @ 04.62'0 30"RC @ 0.08 % @ , 1 1 1 I I \ I ____--- I ' I WM:2584.66 � 2582 cc o L CONTACT DMINE P/ I 1 / / / 1 \� �------ \ P L I %� - I co 1 2580 6 . OF CLASS RC .091% M 2580 48-HOURS ------ �� \ I M 809' 30" S5 P@0 4P/ J @� \ \ / I 1 a 8"WATER IN CASING PER SW1 &SW2-SEE SHEET W.2 6EFOI�E DIGgNC a \\\\ 11_4 W 1 8"WATER IN CASING PER SW1 &SW2-SEE SHEET W.2 2578 1-800-342-1585 c I \� �\\\ I 1 ' z 8" EWER I CASINGPER S 1 &SW2-SEESHEET SS. �+ I \ \\\ a L EXISTING 60"IRRMH L \�- -------- 2576 1+00.00, 0.00 2576 9RAV11I RillA ION ROFI E K IGHT L TE AL0 \\ \ - - mCORIM: 2589.16HORIZONTAL CALE:1"=40' VER ICAL SC LE:1"_ L�-\ -------- z � 15� // / o I I \\\\ �\ I ":• I 1 2574 SUMP EL:2581(6j Z \ / / N \ 1 30"IE: 2581.66 S 2574 I�-\\�\\ 1�_4 I I : 1n : 1 I 0+80 1+00 30"IE: 2581.66(W) 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+80 J O > � Lu YO 0 / / y 20.00'KNIGHT LATERAL nry)l 1 .. EASEMENT Q \\\ \ I N I I Q Lu z 13-4 \ \ ` 104.62'OF 30"RCP 0.085% - // / j I 1 m ti \\\\ @ �i \ I �,\ 1 ::: : II I I I W \ I I o -, / II I I I I Notes Keyed Notes O Q 1 \ 68.09'OF 30"CLASS 5 RCP @ 0.091%`�21_2 I I I I I m \8w I L_�'g --- \\\\\ \ - -/� r T- i'�\ I I II 1 w LLI LLJ W 'L - --L� r--I_ - /,ice I I I 1 1. THE CONTRACTOR SHALL HAVE APPROVED PLANS ON SITE AT ALL TIMES. 1. RETAIN 8� PROTECT EXISTING IRRIGATION PIPE. 8w I o W y / \\ �1 I I ° 60"IRR BOX#3 4 I ` I I I / o \ \\\ / �, :\-, I ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE THE US ARMY 2. RETAIN & PROTECT EXISTING IRRIGATION STRUCTURE. w - _- 6+20.11,0.00 ;. I I I CORPS OF ENGINEERS SECTION 404 PERMIT FOR THE PROJECT AND THE w RIM: 2589.45 I I I I 3. RESTORE EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO Z o O4 60"IRR BOX#5'.:,. -_ \ /\\\\ 14-2 I I i I I CURRENT EPA CONSTRUCTION GENERAL PERMIT (CGP). LANDSCAPING IRRIGATION AND FENCING TO MATCH PRE-CONSTRUCTION :5. a 4+37.46,0.65R�g _ �*00 \„� \\ a �- \ SUMP EL:2581.08 I I I I I 30 IE IN: 2582.08(E) I I I 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER. CONDITIONS. COORDINATE ACCESS TO EXISTING IRRIGATION STRUCTURE RIM:2589.13' \ n I \\ I 2. CONTACT THE PROJECT ENGINEER 48-HOURS PRIOR TO BEGINNING WORK TO WITH PROPERTY OWNER, HAYDEN HOMES AND THE NORTH SLOUGH WATER �pNAI F SUMP EL:2580.93 • � � _ --_-- 30"IE OUT:2582.08(W) , '.':'.'' / _, \ --_ --_ _ I I co I 11 I COORDINATE INSPECTIONS. UNINSPECTED WORK WILL NOT BE ACCEPTED. USER'S ASSOCIATION (ROD WAGNER 208.761.0041). �t`SSG\STE \ / / 30"IE IN:2581.93(E)G � _, o - - 4. 60" SQUARE WATER TIGHT PRECAST CONCRETE IRRIGATION BOX AND �30"IE OUT:2581.93 N LF S\\"fl'. 11Qo \\\ 6� 180 '�� - - 115.87'OF 30"RCP @ 0.089% I J O q I 3. PROVIDE WATER TIGHT PIPE CONNECTIONS TO IRRIGATION STRUCTURES. EXPANDED METAL COVER PER ISPWC SD-619. EXPANDED METAL COVER O60 IRR ' _ API,- 1 60"IRR BOX#2 4 GROUT ALL PIPE CONNECTIONS TO IRRIGATION STRUCTURES USING FRAME CORNERS SHALL BE ROUNDED WITH NO EXPOSED SHARP EDGES. 3 5+47.01, 0.21 R \\ 1 7+40.86, -0.81 L I RIM: 2589.33 8 �\\ '' I NON-SHRINK GROUT. 7-8-24 SUMP EL: 2581.02 \\ \ �_- I RIM:2590.29 1 1 4. FINDER TAPE SHALL BE INSTALLED ON ALL IRRIGATION PIPES. TAPE SHALL .p �yTF pF \OPT �• � SUMP EL: 2581.18 I O O /l �\ 7_2 / / r\ 30"IE IN: 2582.02(E) / \\ ��`Op I� 1 ... 1 30"IE IN: 2585.10(S) I BE 2"WIDE, METALLIC RED IN COLOR, WITH THE WORDS "DANGER-UNSAFE -30" IE OUT: 2582.02 (W) \\ L I WATER" CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL 30"IE OUT:2582.18(W) 1 I I BE PLACED BETWEEN 6" BELOW THE GROUND SURFACE AND 18"ABOVE THE • / _ 14'WIDE IRRIGATION BOX ACCESS TOP OF THE PIPE. ; • 8-2 114p,/� _ 1 0l I 5. THE EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES LOCATED WITHIN • / I THE NEW PIPE CORRIDOR ARE UNKNOWN. CONTACT ENGINEER �• 00 �• .• .• .• . / I III / / / -� ---- \ c \T \ a I IMMEDIATELY IN EVENT THAT UNDERGROUND UTILITIES ARE ENCOUNTERED . . . s_2 I III / 1 I \ `�' \ / `� f I I a \ I I THAT REQUIRE MODIFICATIONS TO ACCOMMODATE THE IRRIGATION PIPE OR _ I STRUCTURES. III/, III LuI •• o . .. \ I I 6. CONTRACTOR SHALL ANTICIPATE THAT THERE WILL BE DRAIN WATER / 1 I 10-2 I I I II 1 \ / I Imo;: 1 N z I I FLOWING WITHIN THE DITCHES DURING CONSTRUCTION. CONTRACTOR \\\ I�I/`/� I I I II - � 1 IL••- 1 cci: 1 I I SHALL BE RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A PLAN TO I c..>;� I I I L '> �� 1- ( I I I I I I DEWATER/BYPASS PUMP WATER WITHIN THE WORK CORRIDOR AS REQUIRED /u� 11 1 1 - - _ _ =" I4 II I TO COMPLETE CONSTRUCTION. ALL WORK, MATERIALS, EQUIPMENT, PUMPS, w I I_ ^- I °- 23.50' " ' I I 1 I 11 1 TEMPORARY MEASURES AND LABOR ASSOCIATED WITH a �� J 7 P/L I I 1 II DEWATERING/BYPASS PUMPING AND ASSOCIATED WORK ARE INCIDENTAL �w TO CIL O. .. a� I I I :•-• I I o 1 TO THE WORK. CONTRACTOR SHALL ACQUIRE NECESSARY za PERMITS/APPROVALS INCLUDING OBTAINING AND IMPLEMENTING A SHORT <z 6 4P/ ,<J I / I T / /� -10.00'KNIGHT LATERAL I I TERM ACTIVITY EXEMPTION, AS REQUIRED TO COMPLETE THE WORK. NO 0 \� .� EASEMENT EACH SIDE :•47.50' i I I SEPARATE PAYMENT SHALL BE MADE. z I+ OF PIPE CIL I g m ¢�., J 1 • \/ g•., �i 1 7. AIR TESTING IS REQUIRED FOR IRRIGATION PIPE AS PER ISPWC SECTION 601 s l E N N COORDINATE TESTING WITH ENGINEER. oo x 6 4 60"IRR BOX#1 I I I 8. THE TWO ACHD RIGHT-OF-WAY PIPE CROSSINGS SHALL BE &g 9+12.32 O.00L N I I I \ HYDROSTATICALLY TESTED BY CONTRACTOR AND COORDINATED WITH THE z �� RIM:2591.30 N �' U 1 I \\ I ACHD INSPECTOR. CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIALS oz SUMP EL: 2584.94 a' I \ 11 AND WATER TO PERFORM TESTING. w N= of 30"IE IN:2586.68(S) 14'WIDE IRRIGATION BOXACCESS K U 30"IE OUT: 2585.94(N) 1 / 1 I� I 9. GRAVITY IRRIGATION CONSTRUCTION SHALL CONFORM TO THE SPECIFIC .N 89° 1 I I I I 1 11 I I DETAILS AND REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS AND o I I I II I I III I ISPWC STANDARD DRAWINGS; 10 IN I III I I II I I a. TYPICAL TRENCH - PER ISPWC SD-301 = II � I II I I I b. CLASS A-2 PIPE BEDDING SYSTEM (TYPE - 1 BEDDING CHIPS ) - PER II cf) I J 0w 30"RCP BY OTHERS III II I ISPWC SECTION 305 AND SD-302. II \ 1 I I I c. TYPE A TRENCH BACKFILL WITH TYPE A-1 COMPACTION - PER ISPWC �3 1 I I I SECTION 306 AND SD-301. NOTE: TOPSOIL SHALL BE STRIPPED WITHIN W 0 11 1 I THE LIMITS OF THE TRENCH AND NOT BE REUSED FOR TRENCH H III i l l BACKFILL. J Z 0.3 Q d. SQUARE 60 INSIDE DIMENSION PRECAST CONCRETE IRRIGATION BOX WITH 6" SUMP AND LID- PER ISPWC SD-619. STRUCTURE AND ALL JOINTS = N N SHALL BE WATER TIGHT. PROVIDE EXPANDED METAL BOX COVER PER N GRAVITY IRRIGATION PLAN - KNIGHT LATERAL ISPWC SD-619. e. ALL 30" DIA. REINFORCED CONCRETE PIPE LOCATED OUTSIDE OF THE Z ? � � a 0 4o so PUBLIC RIGHT OF WAY SHALL BE CLASS 3 GASKETED PIPE. 02 g W LL FEET e. ALL 30" DIA. REINFORCED CONCRETE PIPE LOCATED WITH ACHD PUBLIC a m z 0 ad RIGHT OF WAY SHALL BE CLASS 5 GASKETED PIPE. O 2 o ° o o } LLI - W Q U vx z F 0 i Lu W d LL O Q d 0- O JOB NUMBER: N IDB2338 N DATE: 7-8-24 ° SHEET NUMBER: - F_ Giml 00F �zW Wo PEBBLEBR K BDIV I N o o ° o 0 0 0 . -26 M R1 1A AHO hl 6P1 - 24 RC 6pl __ � T 24 RC 00 U ISO N I LD RSUB 202 t 001zm) & Fp 202 t 001 t _ SEC. 25 TAN R.1W I` R 6Pl -_-_ 24 RC_ 6P1� O STREET LIGHT ; ° Im 24 RC Pi _ #56864C 24 RC 24 6Pl -__ N: 726603.1386 , 24 RC P_ E: 2453862.9971 ' � RC 24 TYPE-2 LED FIXTURE ' m ° 24 25-FOOT POLE 6 t a \ 5-1 III II I 6-1 1 STREET LIGHT j j 1 I 1 3-1 30 RC Q6P1 VICINITY MAP #56866C 1 I I ®I l - _ N:726544.3932 I 1 4-1 I l I 6Pl o _- 1 1 I 1 I j \ 3p RR'6Pl _ 1 E: 2453624.3837 1 I I 1 r /� _ TYPE-2 LED FIXTURE I 1 I I ®I � �� I � STREET LIGHT, 30 RC 6Pl 25-FOOT POLE__-_J I I I ,J #56875C 6P/ __-_ - � \ 4-3 N: 726502.1491 - TT 3o RC �6PIp --__ _ 1O STREET LIGHT 3 : - I � � / E: 2454046.5456 30 -_ -- _ ® 1 ` TYPE-2 LED FIXTURE - _ RC -6P1 - EN24546312426 CT NE L - - - - -�� ® \ ,\\ %/ /^ ;\\ // 25-FOOT POLE' We C L - -_ c _ --'----_ ° a�S CONTAHOUR3 HQ 1 STREET LIGHT 3o R 6p ---------- l.. .l / � l ALA HILL .`:`... ... - TYPE-2 LED FIXTURE � - 25 FOOT POLE :.:. 1 LS Sr #56874C 6Pl 6EFOI�E DIGC�NC., G _ N 726456 9520_ - 1 '' � .• // 3-3 \� ;": - .. �� E: 2454293.5004 � ' ' .: :� 3o RC 1 STREET LIGHT � �,��,. � 1-800-342-1585 - _ ° 1 7-1 I I:.. •� .:•.I ' -, \ ;` � ` / ® I i " �./_.:._ _ .-.:..::.;... #56873C \ / I TYPE-2 LED FIXTURE N: 726438.3739- - - - - - I = ^ 25-FOOT POLE - r------------- 1 STREET LIGHT ;% Q / / / I _ E: 2454475.2199 1 O •.' 1 #56865C _ / '--- - TYPE-2 LED FIXTURE ®® I I I/ I L - - - - N0 N: 726412.7188. = ,= /` Q :"/ / " l / / L--__JI I I 1 25-FOOT POLE 20-2 j I II I r----------- E:2453737.5119.- Q I 1 - \\ 'A TYPE-2 LED FIXTURE [ _ ` 1 I 1 j I I j o :: L----- J � J U) :: 1 ;:..:.. 25-FOOT POLE / / / / :' I I I I 1 1 1 - - - - - - >_ � \ _ -------- - / Q- 2-4 \` III I1 I 1 ----- --------: I J - i // // - O , •. - // < 1 � STRE T LIGHT'#56867C ° J�/ �.�/ ... 1 I I I 3-74 I I III I I 1 I I I' I � 1 I I I 1 I t9-2 I I 0 1 ,`;._ I I 9-4 Q cn Z N: 726357.3763 ; y ..; :•; r I 1 1 1 1 11 4-4 1 1 11 I 1 I III I 1 - 1 '.:` III < Q_ E:2453940.5322 t-4::.,,. ".:°; y• ---- � . ..., 1 I I 5-4 1 j 11 1 �__ __J I TYPE-2 LED FIXTURE �/ :>`' ; / l l _j I III I 1 I I 6-4 I I 1 I L _ -------- � 1 ----------- I w 25-FOOT POLE I I III I 1 1 1 111 I I I J 9-1 / // i m 1 I 1 1 1 I 1 1 I I I I I 18-2 I 1 Q m ` i l' l 11 l r- \'J I 1 1 1 11 I --1J I 10-4 I I I I I I I W m :• .. / l �/ \ • ...< / / l l l l -_J I j �, LU L----- Al G tat / / / > �Fqs 1 STREET LIGHT/ --- > _ o- 0S'� #56868C 19-4 / / / _J - - - � --- -- ~ I � w \\ ,\ :\.. .,. ®® -`.. N: 726272.0655 / /l /l l / / l ,\\ ' -_,�I 1 I Z I t7-2 1 I 1 N ° / / 18-4 / _ cn 6p/ J / / / 11-t / / > E. 2454138.9638/ / / / / / / / m _ 1 1 :° - II I I o a 'r• ' TYPE-2 LED FIXTURE / / / / / / 11-4 Z / 17-4 / / / / O I I 25-FOOT POLE / / / / / / / / 1 L-- / .. • \ / O STREET LIGHT I TONAL \sp \\ ` / 12-1 // / <(j O� �/ / / 1 STREET LIGHT 1 // / / / / - - - O - - #56876C I III <c�SS�\STE FNG�� / / / m ----- o F F #56869C /// / / / / 1 r --- ------ N: 726228.4788 III Q� F O F t5-4 Z E: 2454775.1506 N: 726217.8382 / / / / / I 16-2 d / / Q /� 13-1 / \' / E: 2454293.7391 / / / / / I 12-4 I I TYPE-1 LED FIXTURE m / / / / / t4� / 1 1 1 30-FOOT DAVIT POLE 1 TYPE-2 LED FIXTURE / / / / o I N s 7_8_24 0 / / 7 25-FOOT POLE 8-4 1 L-- - �9T OPT / // ///// // 1 -------� - OF \ ��- '.: .. :�� I - - - STREET LIGHT I - ----- --- I 1-2 /� � \ J/ / #56870C I ® I ::I I 15-2 N: 726161.3488 I13-4 2-2 / :'•: E: 2454454.9709 1 C 1 1 I • ,. / / G , III I t , „ .. .. 46 o TYPE-2 LED FIXTURE I � I 1 STREET LIGHT i-___________� °21-2 S� LE - - -p/ 25-FOOT PO 1 - ----------- #56871 C III I . . . . 3-2 /�� \ I N:726129.0812 I o I • CD ` E:2454639.0538 1 1 N 3 \\ // / / / > TYPE-2 LED FIXTURE 14-2 / 4-2 // / / /� \\ ° : C/3o - 25-FOOT POLE \\ I .:.. • • 3 _ 5-2 6-2 01,30 o 0 / w /// / / 7-2 /// �\... ., \ \ /n\\ \ \-�\13-2 / / / / // / / \ \ c/30 <_ N / // j / 8-2 / / / , \.: c/� \ \\ \\ 2 STREETLIGHT_ ;. STREET LIGHT PLAN - CITY OF MERIDIAN \O #56877C _ \ \ 0. �\ / /// � // �/ / ----�\ \\ \\ \ N: 726002.9394 I •:`:; III z� �m 0 50 100 9-2 // \\ \\ E: 2454773.5185 c III I oz FEET d \ ®� j l l l l I I \ \ TYPE-1 LED FIXTURE o 0` 30-FOOT DAVIT POLE 1� J / / / 10-2 III I I I`,,. _ o 12-2 - / / / I I 111 w wz 11-2 III 1 Z � w> ® 10 III I 1 1::�:::•.: III I I m I .; III o Q Cityof Meridian Street Light Notes Keyed Notes O PROJECT CONTACTS J Y I w3 1 I 1 III U. 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE OWNER TE AMO DEPACIO LLC • N �y 1. TYPE-2 LED STREET LIGHT POLE AND APPURTENANT ITEMS III a O CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS PER CITY OF MERIDIAN STANDARDS. C/O ERIC SCHECK • 1 z g3 O TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. T.208.948.7012 2. TYPE-1 LED STREET LIGHT, WITH 30-FOOT DAVIT POLE, AND 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING APPURTENANT ITEMS PER CITY OF MERIDIAN STANDARDS. V O WORK. USE THE ONLINE CITIZEN PORTAL AT CIVIL ENGINEER ERICKSON CIVIL, INC. ■ HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND N REQUEST INSPECTIONS. Legend PROJECT MANAGER - ROSS ERICKSON P.E. Z 6213 N. CLOVERDALE ROAD SUITE 125 _ a w LL6 z 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BOISE, IDAHO 83712 N II J z } 26 w ad BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. T.208.846.8955 a Q m z co �❑ TYPE-1 LIGHT, 30' DAVIT POLE , LUMINAIRE, AND I � o 0 0 o m Ltd 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE JUNCTION BOX C.208.867.3954 Q,�' � W Q L) vX z r HYDRANTS AND 2' MIN. FROM WATER METERS. C./VL E IDIAN* o w w a Ui ROSS@ERICKSONCIVIL.COM IDAHO 3:Public (5 � � 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX LOCATIONS. ATTACH A TYPE-2 LIGHT POLE, LUMINAIRE, AND JUNCTION BOX Works Department 0 0 I Deign 6 Construction Supplemental Spec�cationa11 REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING n _ JOB NUMBER: A, ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS 2!' ' �2 IDB2338 `O,, DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. r� F{■ . " DATE: 7-8-24 `j 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 , L . Y r W SHEET NUMBER: FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER CIF mm:L F PEDESTALS. = { '3,1 Lli ' ~ r' ■ ■ w SLMI 0� . 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CONTRACTOR SHALL WORKS CONSTRUCTION STANDARD DRAWING NO. 1130, THE PROVIDE CONCRETE PAD PER SHEET GDA, AND INSTALL MUTCD., AND ACHD STANDARDS. CBU PER MANUFACTURER'S REQUIREMENTS. PROVIDE II w3 OB o TYPE-III ROADWAY TERMINUS BARRICADE KEYS TO DEVELOPER. �3 2. THE BOTTOM HEIGHT OF SIGNS SHALL BE 7.0' IN HEIGHT, MEASURED FROM THE ADJACENT TRAVEL SURFACE, o O O � TYPE-II SIDEWALK TERMINUS BARRICADE SIDEWALK OR CURB AS APPLICABLE. Z Z 3 O 3. STREET SIGNS AND BARRICADES WILL BE INSTALLED BY 14 ' • ACHD AND PAID FOR BY THE DEVELOPER. CONTRACTOR j N D PEDESTRIAN CROSSING SHALL COORDINATE THE WORK. IL N O W11-2(30"X 30")WITH W16-7P 4. TYPE-II SIDEWALK TERMINUS BARRICADE SHALL BE x d z a PROVIDED PER ACHD STANDARDS. BARRICADES SHALL O w � � HAVE THICKENED EDGE ALUMINUM W/6"WIDE m < > (0 (0 op Y of RETRO-REFLECTIVE RED/WHITE DIAGONAL DECALS. J a m z cl `° o PAINTED SIGNS ARE NOT ALLOWED. BARRICADE MUST HAVE w Y o CD N m w Q U �X Z qrm A KICK PLATE AT THE BOTTOM TO PROVIDE CANE CL W a < O • DETECTION. Of a a o O Sign Legend 5. TYPE-III ROADWAY TERMINUS BARRICADE SHALL BE p� 4 PROVIDED PER ACHD STANDARDS AND INCLUDE A SIGN JOB NUMBER: + SIGN THAT STATES "STREET TO BE EXTENDED IN THE FUTURE". LV IDB2338 N DATE: 7-8-24 N SHEET NUMBER: w F V SGml