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Jesus ChP�@ ICCT SITE % 0 v aIV unt - aePNORTH gle Moain Dr „envN Q¢ c O W r_ayuse Geek Dr _ a- a E 3 a oaJ (Q 0 a mw a LEGEND PROJECT CONTACTS VICINITY MAP FOUND BRASS/ALUMINUM CAP TBC TOP BACK OF CURB DEVELOPER SAGARRA PHASE 1 , LLC INDEX OF SHEETS ® 5/8" IRON PIN WITH PLASTIC CAP TBC-R TOP BACK OF REVERSE CURB C/O MICHAEL SLAVIN, MANAGING PARTNER 95 ® CALCULATED POINT TVC TOP BACK OF VERT. CURB W/O GUTTER 404 S. 8TH ST. #300A1 FINAL PLAT - SAGARRA SUBDIVISION NO. 2 BOISE, ID 83702 CONTACT DKXJNE ® FOUND 5/8" IRON PIN WITH PLASTIC CAP TRC TOP BACK OF ROLLED CURB MICHAEL@ACCOMPLICE GROUP 48-HOURS T.208.900.8028 C1.0 COVER SHEET, LEGEND, & CONTACTS BEFORE DIGGING FOUND 1/2" IRON PIN WITH PLASTIC CAP WALK TOP OF WALK C1.1 NOTES 1-800-942-=5 O SET 1/2" IRON PIN WITH PLASTIC CAP CONC CONCRETE SPOT ELEVATION CIVIL ENGINEER ERICKSON CIVIL, INC. C1.2 TOPOGRAPHIC SURVEY PROJECT MANAGER - ROSS ERICKSON P.E. SS _ SS EXISTING SEWER LIP LIP OF GUTTER 6213 N. CLOVERDALE ROAD SUITE 125 GD.O GRADING PLAN - OVERALL N w w EXISTING WATER FL FLOW LINE BOISE, IDAHO 83712 GDA GRADING PLAN - AREA A Lu 0 T.208.846.8955 _j Q CABLE EXISTING CABLE AC ASPHALT C.208.867.3954 GD.2 GRADING PLAN - AREA B J = COM z ROSS@ERICKSONCIVIL. GD.3 GRADING PLAN - AREA C z N o EXISTING CENTERLINE EP EDGE OF PAVEMENT GD.4 GRADING PLAN - DETAILS LU p EXISTING DITCH EG EDGE OF GRAVEL PROFESSIONAL JJ HOWARD ENGINEERING Q > z _ > Q LAND SURVEYOR PROJECT MANAGER - ERIC HOWARD P.L.S. RD.0 ROADWAY - TYPICAL SECTIONS EG EG EXISTING EDGE OF GRAVEL CL CENTERLINE 0° E T.208.283.8522 Q Z) LU RD.1 ROADWAY - W. MALBAR ST. (STA 1+00 TO 7+40) � CO EP EP EXISTING EDGE OF PAVEMENT BOW BACK OF WALK ERICH@JJHOWARDENJ.COM RD.2 ROADWAY - W. MALBAR ST. & N. ARCTIC FOX WAY (STA 7+40 TO 11+10) Q < x EXISTING FENCE FG FINISHED GRADE RD.3 ROADWAY - N. ARCTIC FOX WAY (STA 11+10 TO 14+72.90) & IRRIGATION NORTH SLOUGH LATERAL USERS ASSOC. Q E/0 EXISTING FIBER OPTICS GND GROUND DISTRICT ROD WAGNER ORCHARD PARK DR. APPROACH REMOVAL W w T.208.761 .0041 RDA ROADWAY - W. DIRECTOR ST. (STA 1+00 TO 2+48.50) CO GAS GAS EXISTING GAS CMP CONCRETE PIPE RD.5 ROADWAY - PEDESTRIAN RAMP GRADING z o IRR EXISTING GRAVITY IRRIGATION RCP CORRUGATED METAL PIPE PRESSURE PRIVATE HOA SYSTEM RD.6 ROADWAY - DETAILS a IRRIGATION WATER SUPPLIED BY THE NORTH SLOUGH JT JT EXISTING JOINT TRENCH PVC PVC PIPE LATERAL USERS ASSOC. S\0AL EN SD.1 STORM DRAIN (ACHD) - AREAS 1, 2 & 3 FS��\STERFG�ifi�. OHP EXISTING OVERHEAD POWER CITY OF MERIDIAN BUILDING DEPARTMENT SD.2 STORM DRAIN (PRIVATE) Q� o PI PI EXISTING PRESSURE IRRIGATION 33 E, BROADWAY AVE. SD.3 STORM DRAIN - DETAILS 1 EXISTING TREE MERIDIAN, ID 83642 SDA STORM DRAIN - DETAILS 2 3 SD EXISTING STORM EXISTING LIGHT T.208.887.2211 SD.5 STORM DRAIN - DETAILS 3 �9TF OF �pP� 1 0-2-23 0 =o' T EXISTING TELEPHONE " ass K ER���S� WATER SERVICE CITY OF MERIDIAN WATER DEPT. T/EO EXISTING TELEPHONE & FIBER 7 EXISTING MAILBOX PROVIDER 2235 NW 8TH ST. SSA SEWER LINE A (STA 1+62.95 TO 7+40) MERIDIAN, ID 83646 SS.2 SEWER LINE A (STA 7+40 TO 12+80) • TOE EXISTING TOE OF SLOPE , _ EXISTING CONTOUR T.208.888.5242 SS.3 SEWER LINE A (STA 12+80 TO 15+48.42) co,. '• '• co• • . . TOB EXISTING TOP OF BANK i/ 60�_ SSA SEWER LINE B (STA 1+00 TO 7+85.65 0 � • .. .. .. —260o PROPOSED CONTOUR SEWER SERVICE CITY OF MERIDIAN . • � � � � \P \P EXISTING UNDERGROUND POWER PROVIDER 33 E, BROADWAY AVE. ' SS Cn SS PROPOSED SEWER EXISTING SIGN MERIDIAN, ID 83642 W. WATER PLAN - (AREA A) 1 T.208.898.5500 Cn W.2 WATER PLAN - (AREA B) co N 819 SAN ( PROPOSED 8 SEWER � EXISTING MANHOLE W.3 WATER PLAN - (AREA C) • 6" SAN ( PROPOSED 6" SEWER POWER IDAHO POWER COMPANY 7 4" SAN ® EXISTING INLET SCOTT PINKSTON SLA STREET LIGHT PLAN - CITY OF MERIDIAN W N 0 ( PROPOSED 4 SEWER T.208.388-5446 SGA SIGNAGE, STRIPING & MAILBOX PLAN o M W PROPOSED WATER EXISTING FIRE HYDRANT GAS INTERMOUNTAIN GAS CO. aO N SEE LANDSCAPE PLANS FOR PRESSURE IRRIGATION SUPPLY AND DISTRIBUTION. <= Q 1" W PROPOSED 1" WATER PROPOSED FIRE HYDRANT BRYCE OSTLER N T.208.377.6812 1-1/2" W PROPOSED 1 .5" WATER zw PROPOSED VALVE �m 2 W PROPOSED 2„ WATER TELEPHONE CENTURY LINK LEO ARTEAGAzz 6" W PROPOSED 6" WATER PROPOSED METER T.208.385.2440 0 Ss Q 8" W PROPOSED 8" WATER LEO.ARTEAGA@CENTURYLINK.COM DATUM + BENCHMARKS o @ PROPOSED BLOW-OFF D o6 W Q 10" W PROPOSED 10" WATER PROJECT DATUM: NAVD 88. CONTRACTOR SHALL CONFIRM NAVD 88 =a Q 12" W PROPOSED 12" WATER _ I"A H WATER FITTINGS ELEVATIONS AND LOCATIONS FOR ALL PROJECT CONTROL POINTS �W PRIOR TO START OF CONSTRUCTION. M SD PROPOSED STORM DRAIN ® PROPOSED SAND AND GREASE TRAP N PI PI PROPOSED PRESSURE IRRIGATION H Q CONCRETE CURB AND GUTTER CP# X TO BE ESTABLISHED AND VERIFIED IN FIELD BY SURVEYOR N IRR PROPOSED GRAVITY IRRIGATION V3 =� EP EP PROPOSED EDGE OF PAVEMENT a CONCRETE a U H c 3 UM 7 �Y Z EG EG PROPOSED EDGE OF GRAVEL IRRIGATION BOX V � r SAWCUT PROPOSED SAWCUT SLOPE DIRECTION OF DOWNWARD SLOPE 1■� :� °� Q PROPOSED DITCH CENTERLINE ■ ■ G !� DIRECTIONAL STRIPING ' Z z Q TOB PROPOSED TOP OF BANK �� ■ �' W w JLs TOE PROPOSED TOE OF SLOPE CABLE RISER ~ IF W Q m o co 0 • Y � 0-0 o m M — — — — — — — — — — w ¢ — ox z P U I D EASEMENT POWER/ELECTRICAL W 0-1 — — — — — — — — — — — — — — — — — — — PROPOSED GRADE BREAK // r �' /� \� W 0- N TELEPHONE RISER / / � > �/ Z JOB NUMBER: — — — — PROPERTY LINE �� \ �� '� V �V��V� �'o U) IDB2355 m /A \/A �O s�9 SIGNAL JUNCTION BOX POWER/TELEPHONE POLE I \/ Q��� �, 0 W DATE: 10-2-23 > SHEET NUMBER: SIGNAL co CLEANOUT // \/VAj �-� P�S'�� 0 Lli BENCHMARKV�� GOC11 DETAIL NUMBER KEYED NOTE �� �/ �/ �/ �/ �/��/��/��/��/ �/ �/ �/ �/ �/ �/ �/��/ �/ Lu ■O &7SHEET NUMBER � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� w 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 CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES 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. DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE 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 GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 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 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 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. 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 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE PROJECT ESC/SWPPP PLAN AND AS DIRECTED BY THE CONTRACTOR'S PROJECT RESPONSIBLE PERSON. PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT 5. CONTRACTOR SHALL CLEAN THE STORM DRAIN SYSTEM INCLUDING ALL PIPES AND STRUCTURES ONCE FINAL SITE STABILIZATION HAS OCCURRED AND ALL o 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER FACILITY(LE.SEEPAGE BEDS, DRAINAGE SWALES). .2 VALVES. BMP'S ARE REMOVED. PROVIDE DOCUMENTATION OF CLEANING WITH CLOSEOUT DOCUMENTS. a 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 6. ALL STORM DRAIN TRENCH AND STRUCTURE BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. a c =2 a g AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION 7. STORM DRAIN PIPING AND STRUCTURES SHALL BE TESTED IN ACCORDANCE WITH DIVISION 6 OF THE ISPWC. CONTACT ENGINEER 48-HOURS IN ADVANCE TO O = E:3 a w REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 6. ALL WATER LINES SHALL HAVE A MINIMUM 4.0'BURY DEPTH. COORDINATE WITNESS OF TESTING. 0 a o 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A) BACKFILLING TRENCHES FOR PIPE; (B)PLACING OF 7. ALL WATER LINE TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. 3 N o 0 AGGREGATE BASE; (C)PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 8. CONTACT THE CITY OF MERIDIAN AND THE OWNER'S GEOTECHNICAL REPRESENTATIVE FOR INSPECTION OF THE PRIVATE STORM DRAIN SYSTEM SEEPAGE rm E y t 8. CONTRACTOR SHALL COORDINATE AND PROVIDE TESTING AND DISINFECTION AS REQUIRED BY THE CITY OF MERIDIAN. BED EXCAVATIONS PRIOR TO PLACEMENT OF ANY SAND MATERIALS. v O T 8 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION 7 WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS Q y s SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. AND DRAWINGS. O L a` y a 5 o a 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. v� N . .,� o 2 w o ACHD STANDARD NOTES 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE a a 0 MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY 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 d m 6 0 m a ENGINEER. SEWER NOTES SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY,STANDARDS,AND THE I.S.P.W.C.WILL BE ALLOWED UNLESS SPECIFICALLY AND 12. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES(INCLUDING INFILTRATION BEDS AND DRYWELLS)AT LEAST 25 FEET FROM WATER MAINS.THIS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES(IDAPA 58.01.16)AS WELL AS THE STANDARDS 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY; NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTOR AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAYS. ' SHALL FIELD VERIFY AND CONFIRM EXISTING LOCATIONS, DEPTHS, SIZES,AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. UNDERGROUND 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER, STORM DRAIN,AND IRRIGATION)SHALL BE A 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 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) 3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE ADA COUNTY HIGHWAY DISTRICT AND TO THE ENGINEER FOR APPROVAL PRIOR TO LOCATION, DEPTH, SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY, DIGLINE INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC COMMENCING WORK WITHIN THE RIGHT OF WAY. (1-800-342-1585),AND ALL PRIVATE ADJACENT PROPERTY OWNERS PRIOR TO CONSTRUCTION TO ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE IDENTIFIED. DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 4. RETAIN AND PROTECT ALL TREES, SHRUBS,AND UTILITIES UNLESS OTHERWISE NOTED. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY IDENTIFY, LOCATE AND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. CONTACT DMNE PRESERVE ANY AND ALL UNDERGROUND UTILITIES. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL 5. TEMPORARY EROSION PROTECTION OF THE SURFACE STORM WATER RUNOFF DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 48-HMRS POTHOLING IS REQUIRED SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS COMPLY WITH LAWS AND REGULATIONS RELATED TO STORM WATER DISCHARGES AND SEDIMENT AND EROSION CONTROL. CONTRACTOR SHALL PROVIDE BEFORE DKMG CONTRACTOR SHALL POTHOLE EXISTING UNDERGROUND UTILITIES AT ALL LOCATIONS WHERE NEW FACILITIES CROSS EXISTING UNDERGROUND UTILITIES AND (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). SEDIMENT AND EROSION CONTROL PLAN (SWPPP)TO ACHD IN ACCORDANCE WITH ACHD STANDARDS. _ WHERE EXISTING UTILITIES RUN ADJACENT TO NEW FACILITIES WITH LESS THAN 10-FEET OF HORIZONTAL SEPARATION. CONTRACTOR SHALL DETERMINE THE 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT EXACT LOCATION, DEPTH,SIZE,AND MATERIAL OF THE EXISTING UTILITY AT THE CROSSING LOCATIONS,AND FOR ADJACENT UTILITIES WITHIN 10-FEET OF NEW FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE WITH NO ADDITIONAL PAYMENT FROM OWNER. FACILITIES. CONTRACTOR SHALL ASSESS CROSSING AND ADJACENT UNDERGROUND UTILITY CONDITIONS AND DETERMINE WHETHER ANY NEW FACILITY 5. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL TESTING AND CLEANING AS REQUIRED BY THE CITY OF MERIDIAN. CONFLICTS EXIST WITH EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION AND ORDERING OF ANY CONSTRUCTION MATERIALS(IE. 7. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS. SIDEWALK AND PEDESTRIAN RAMP CROSS SLOPES STRUCTURES, PIPE,VALVES, FITTINGS,APPURTENANT ITEMS, ETC.). NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS EXIST. IF UTILITY CONFLICTS ARE NOTED, 6. ALL SEWER MANHOLES AND CLEANOUTS SHALL HAVE CONCRETE COLLARS. SHALL NOT EXCEED 1.50%. PEDESTRIAN RAMP LONGITUDINAL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 15:1. THERE ARE NO TOLERANCES TO THESE CONTRACTOR SHALL PROVIDE EXISTING UTILITY SURVEY POINT DATA FOR THE CONFLICTING UTILITY TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME 7. SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS REQUIREMENTS. NEW PEDESTRIAN RAMPS AND SIDEWALKS THAT HAVE CROSS SLOPES IN EXCESS OF 1.5%SHALL BE REMOVED AND REPLACED WITH NO N COORDINATE SYSTEM AND DATUM AS THE PROJECT CAD FILES.CONTRACTOR SHALL COMPLETE POTHOLING WELL IN ADVANCE OF THE NEED TO ORDER MATERIALS AND DRAWINGS. SEPARATE PAYMENT. NEW PEDESTRIAN RAMPS THAT HAVE LONGITUDINAL SLOPES GREATER THAN 15:1 SLOPE SHALL BE REMOVED AND REPLACED WITH NO W SO THAT ADEQUATE TIME IS ALLOWED FOR THE ENGINEER TO MAKE DESIGN ADJUSTMENTS, IF NEEDED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. SEPARATE PAYMENT. J Q 14. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND J = 8. ALL PEDESTRIAN RAMPS LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES 0- 15. ALL CONTRACTORS W TORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL GRADING NOTES SHALL BE CAST INTO CONCRETE(STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"YELLOW". N Z 0 t] BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION 9. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF ADA COUNTY HIGHWAY DISTRICT OR THE APPROVED CONSTRUCTION PLANS. Q Z AREA. _ � Q 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION OVER EXCAVATION REMOVAL OF UNSUITABLE SOILS BUILDING PAD PREPARATION SLOPE - 16. CONTRACTOR SHALL REMAIN IN FULL COMPLIANCE WITH ALL APPLICABLE POLICIES, ORDINANCES OR OTHER REQUIREMENTS OF ALL AGENCIES, MUNICIPALITIES OR ' � 10. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE ACHD RIGHT-OF-WAYS,WAYS, THE PROJECT OWNERS REPRESENTATIVE WILL PARKING LOTS a m 0 KEYING, CLEARING, GRUBBING, EXCAVATION, EMBANKMENT,AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. POLITICAL SUBDIVISION HAVING JURISDICTION. REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND SUPERVISION OF THE OWNER'S GEOTECHNICAL Z) W 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPE TRANSITION FITTINGS FOR PIPE SIZE AND MATERIAL CHANGES. NO SEPARATE PAYMENT SHALL BE ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL 11. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING :E MADE FOR THIS WORK. CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY SIZES AND TYPES AT POINT OF CONNECTION TO EXISTING UTILITIES PRIOR TO START OF BE OVERSEEN, INSPECTED,TESTED,AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: Q WORK. 2. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. 0 Q 18. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A MINIMUM PERIOD OF TWO 2 YEARS FROM THE DATE OF A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY ( ) 3. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE EQUIPMENT DURING TRENCHING OPERATIONS. Q w (� ACCEPTANCE, OR LONGER IF REQUIRED BY A JURISDICTIONAL AGENCY. IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. Q 19. 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 4. IF REQUIRED,CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY F PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NO SEPARATE PAYMENT SHALL BE MADE. ENVIRONMENTAL QUALITY IDEQ). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST REGIONAL IDEQ OFFICE(208.373.0557). CONTRACTOR SHALL SUBMIT TO SURFACE. w w 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. IDEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL z o CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES AND PROVIDE A COPY OF SAID CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. 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 APPROVED PLAN TO ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE. 5. CONTRACTOR SHALL OBTAIN APPROVAL OF ALL SUBGRADES FROM OWNER'S GEOTECHNICAL ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY FILL SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 21. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS OMISSIONS MATERIAL. SOA�D. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING WORK. 6. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORP OF MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. t<<tS G\STE 22. ALL LOGS, STUMPS, ROOTS, BRUSH,VEGETATION OR OTHER DEBRIS NOT SUITABLE FOR STRUCTURAL FOUNDATION SHALL BE REMOVED FROM CONSTRUCTION ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. AREAS. THICKNESS OF TOPSOIL TO BE REMOVED MAY BE ADJUSTED BY THE OWNER'S GEOTECHNICAL INSPECTOR BASED ON ACTUAL FIELD CONDITIONS. ALL 7. STRIP AND STOCKPILE TOPSOIL PER THE GEOTECHNICAL REPORT RECOMMENDATION AND DISPOSE OF DEBRIS OFFSITE.THE DEPTH OF STRIPPING WILL E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED ON SITE AS DIRECTED BY OWNER,ARCHITECT OR PROJECT ENGINEER. STOCKPILED MATERIALS THAT ARE VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE. SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT,AND STABILITY,AND 3 NOT USED ONSITE SHALL BE HAULED OFF AND DISPOSED OF BY THE CONTRACTOR AT THEIR EXPENSE,AS DIRECTED BY OWNER OR ARCHITECT. THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE GEOTECHNICAL REPRESENTATIVE. LOCATION OF F. THE ASPHALT CUT LINE IS A 2.0'MINIMUM FOR PAVEMENT PATCHES (INCLUDING DRIVEWAY APPROACHES,AND UTILITY CUT STREET REPAIRS.) 23. ALL AGGREGATE COURSES OR SURFACES SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 800 OF THE ISPWC. STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER PRIOR TO PLACEMENT. PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE ISPWC STANDARDS FOR STREET REPAIRS(SEE SD-301,SD-303,AND SD-806(MINIMUM (PJ 10 2 23 24. CUT AND FILL SLOPES SHALL BE PER PLANS. IN NO CASE SHALL ANY SLOPE BE STEEPER THAN 3:1. (HORIZONTAL:VERTICAL) 8. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL REPORT. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. CROSS-SLOPE). P yTE OF \OP OSS K 9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMIT OR TO REMAIN,AND WHICH TREES ARE 12. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT ER 25. CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE TO BE REMOVED. REMOVE TREES AND ROOT BALLS AS DIRECTED BY OWNER. AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY OR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL HORIZONTAL AND VERTICAL LOCATIONS,TYPE, DEPTH, MATERIAL AND SIZE AND PROVIDE THE AS-BUILTS TO ENGINEER FOR RECORD DRAWING PREPARATION. NO 10. TOPSOIL AND OTHER STOCKPILE AREAS,TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. VARIANCES FROM POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. THE PROJECT: NONE. • • 26. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO 11. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. . • • • • CONCRETE(ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE 12. ALL MATERIAL FURNISHED ON, OR FOR,THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES, OR AS SET FORTH HEREIN, 13. FOR SUBDIVISION SIGN INSTALLATION-OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 2 co co co co 0 •• co co CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS AND ACHD STANDARDS. WHICHEVER IS MORE RESTRICTIVE.CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS • • ` • •• •• .• 27. RETAIN AND PROTECT ALL TREES, SHRUBS,AND UTILITIES UNLESS OTHERWISE NOTED. AT THE REQUEST OF AGENCY AND OR THE ENGINEER. 14. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. > 00 00 � • 13. ALL EXCESS EXCAVATED EARTH MATERIALS SHALL BE HAULED OFF SITE AND BE DISPOSED OF BY CONTRACTOR-NO SEPARATE PAYMENT SHALL BE MADE. , 28. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE. • � 1 29. CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO HARD SURFACING, LANDSCAPE,AND IRRIGATION REPAIR FOR WORK TO ENVIRONMENTAL RESTRAINTS �� 30. CONTRACTOR S N BE CONSTRUCTED IN EXISTING IMPROVED AREAS. co HALL RESET ANY EXISTING SURVEY MONUMENTATION INCLUDING BUT NOT LIMITED TO PROPERTY PINS, BRASS CAPS, DISTURBED AS RESULT OF • O CONSTRUCTION. PRESSURE IRRIGATION 1. POLLUTION: COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. PROTECT O AGAINST THE CONTAMINATION OF SOIL,WATER, OR AIR BY OIL, FUEL, FLUID SPILLS, CHEMICALS,GARBAGE, DEBRIS, OR OTHER WASTES AT ALL TIMES. 1 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 M 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. ow N Qa SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. 4. DUST CONTROL: HAVE AVAILABLE AT ALL TIMES ADEQUATE SPRINKLER EQUIPMENT TO ABATE. NO EXTRA PAYMENT WILL BE MADE FOR SPRINKLING 'a Q 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� N OPERATIONS. 1 CITY ROADWAY NOTES 5. SITE PROTECTION: LIMIT WORK TO ONLY THOSE AREAS AS DEFINED ON THE PLANS AND ONLY AS NECESSARY. PROTECT EXISTING SITE AGAINST DAMAGE g� a AND EROSION. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SWPPP PREPARED FOR THIS PROJECT. o� 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO ANY CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR NOI'S WITH EPA AND ALL STATE AND LOCAL PERMITTING. &g 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 8. CONTRACTOR SHALL PREPARE AND SUBMIT (2)TWO COPIES OF THE COMPLETE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP)TO ACHD zz CONSTRUCTION SERVICES AT THE TIME THE RIGHT-OF-WAY PERMIT APPLICATION IS SUBMITTED. ALLOW 72-HOURS FOR ACHD REVIEW AND APPROVAL. cn oz > � O� w> UTILITIES � N 1. CONTRACTOR SHALL COORDINATE JOINT TRENCH UTILITY CONSTRUCTION FOR ALL UTILITY RUNNING LINES AND DEVICES. NO SEPARATE PAYMENT SHALL BE �� O MADE FOR THIS WORK. ok N �3 1 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. L6 c 3 aY 3. ALL UTILITY TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. zz 03 4. UTILITIES INCLUDING WATER, SEWER, GAS, CABLE, POWER,AND TELEPHONE SHALL BE PROVIDED AS SHOWN ON THE PROJECT PLANS AND SPECIFICATIONS. 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. Z O Z � - n w > 000p Lu a co O m 1 M H w O N-co m N w Q Z d p � w af a 0- O N pQ JOB NUMBER: 1 p rOF ` IDB2355 m �0,0� W DATE: 10-2-23 OSHEET NUMBER: CIO \p Gp�S J Z F_ c1 . 1 1 w Qw U I 1 I I I I \ � I v• I I � V n; w vv� / CB Rim 2579,7.. 0 30 60 120 1 / \ Bottom 257906' Flow Thru 2578.08 SCALE: 1"=60' 1 Irr I Box Top 2580.94'�B 3 548"Inv 2574.14' LEGEND Boundary / E ° Q — Record Boundary — — Center Line — — — — — — — — — — — — Record Easement EP EP EP Edge Of Pavement CB Rim 2580.76' s —RD—RD—RD Edge Of Dirt Road I C� �t'( Bottom 25]9.18' J X X—X—X—X Wire Fence Flow Thru 2580.11' / / 0 wwww Water Line N P P P P Underground Power Line SD SD SD Storm Drain Line — s s s Sewer Line / IR IR IR Gravity Irrigation °� -� Street Light __- h 0 Electrical Meter o EIJB Junction Box Water Valve �J Fire Hydrant - / � Water Manhole � I I ❑W Monitor Well II /S oIR o tKIR Irrigation Valve Irrigation Box ' ' ' I Irrigation Manhole cBRmzsa0.93 � I Bottom2579.26' O ^) Fl T 2580. / I` Q Sanitary Sewer Manhole f ow hru 27' I U ® Catch Basin 1 j Tactile Pad I � P GIso ® Verticle Conduit, Unknown Function I� / ,;� / � I � I 1 i 2 I �• Boom 2578.56' O I I Fl—Thr�2579.54' _ — V \ I / CB Rim 2577 74' CB Rlm 257713' I _I ^.� V•' Botfam 25]].13' Bottom 25]].]4' / iCD — / Flow Th ru 2578.00' Flow Thru 25]8.]3' uJ f / I I ♦'J n / V fS/ ' �` S89022'03"E 177.88' O � I o /) o V V Vim—W--V, co W - - — AP A W W-- f W. ORCHARD PARK DRIVE PUBLIC / SS MH R'm 2574 Bott m25]355 VV••V -V NSlnv 256704]6.47' - �� CB R'm 257415 N12"Inv 256408 .S S—Flow Thru 25]4.39 5 S E1Z"Inv aesi _ Bottom 2572 58'l E 12"Inv 2564.13 / \ ,,, J W Inv2566.86' CB Rim 2577.74' \ I ✓� { ��• a'+ Flow Thru 2573.52' S12"Inv 2563.94' Flow Thru25752 \ Bottom 2576.09' W 12"Inv 2565,72'J Flaw Thru 2576.14' —-- Flow Th ru 2577.05- ].9 Bo Top 250B. 0' NWM2m25,544 N48"nv 2573.38' 6322 � S89° 22' 01"E 730.56' � 3vIR — I IR `�. W. DIRECTIl � I of ��� /� / � -� ```� � � � STREET 12; I '� Ll — I1,Box Top 73,38'0'— S48'Inv 257310' LO SS MH Rlm 257413' N 12'Inv 2563.56' I j 51T"Inv 263 40' W 12 Inv 2,63.4 � 1 A CB R m 77 62' CB Rim 2577.48' I t Bottom 73.96' Bottom 2574.16' o \ f � I E12 Inv 8 W12"Inv 2575.04' I W 12 Inv 2574.87' I I � - - N fin, l WR er — — ® — tl1 f �25j A I O �O \ / \ SS MH Rim 217'A Q \ N12"Inv 2S62.3' _ __ ' O/ Pump ®® IR RD RD RD RD RD RD RD RD RD US— RD RD RD RD RD RD RD—'� RD RD RD RD RD RD RD— �RD 5 zRDs6zz �D RD RD RD RD RD Rp—�RD RDA- RD 2RD RD�RD R� RD RD- -BD= RD RD�a RD RD---' _-f� RD RD RD RD D R RFD- ��D�-�=-,moo{) —_ RD _ / R� 0 _— RD North Slough LateralzD RD RD Rn RD RD RD -R� I _ RD RED -F^£ RD RD RD RD RCS RD�.B�. Rn Rg._ RD _R� RCS_ RD RD IR !IR - RD RD RD RD RD RD IR IRS—IR IR R2575— R IR IR ��_— IR— IR I�--- IR IR R IR IR IR IR IR 1R IR IR IR -- � I,, IR IR IR IR IR IR IR — --2gg,- - — RD � -257b� .-- - - - -- - S�8 �IR� IR IR,_,,. IR IR --�IR IR IR IR IR IR IR IR IR IR rT� N890 25' 01"W 1835.05' I — ° — — W I I I > PP NP0Io N o• I PPO� pNN O• �NS 5 �y IS100 Z s s�B ug�l � 0Iv �w 55 MH Rim 25]3.50' / N 12"Inv 2562.40'J E 12"Inv 2562.43 S 12"Inv 2561.19: 0. Z I O C1 .2 FOR INFORMATIONAL \lj Pp. LA&D PURPOSES ORIGINAL 8 ONLY BY: �SGxS7ERFosG I, RONALD MI HODATEOO R BURV EYOR E THAT I AM A RONALD M. HODGE, PLS & 8575 o PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE DATE ORIGINAL SIGNED: OF IDAHO, AND THIS TOPOGRAPHIC MAP HAS BEEN 08-06-2021 m9 Pao PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND ORIGINAL ON FILE O,L TF OF �� �C� (08-03-2021) UNDER MY DIRECT SUPERVISION AND IS AN AT THE OFFICE OF 9�O IM N° ACCURATE REPRESENTATION OF SAID SURVEY. FOX LAND SURVEYS, INC. TOPOGRAPHIC SURVEY FOR Orchard Parks Estates Subdivision A replat of Lot 2, Block 2 and Lot 1, Block 3, Linder Village Subdivision, situate in the North 1/2 of the Northwest 1/4 of Section 25, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho FOX LAND SURVEYS 680 #213 S. Progress Avenue, Meridian, ID 83642 208-342-7957 - www.hmh-llc.com THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ACAD DWG. FILE S21064 V-SP DR. TRC ci<. RMH PLOTSCALE: 1:1 ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH FOX LAND SURVEYS. SCALE: 1"= 60' DATE: August 2021 SHEET 1 OF 1 I Grading Notes \ I I 11 I 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, _ _ _ _ _ — _ r _ _ _ _ „� _ _I� EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND _ _ - - - II REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND I , , ' _ - - - f �- - I- m - - SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE _ - OVERSEEN, INSPECTED, TESTED, AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. / ` /BW eW 8W��— -- ° ei 8 '0I eW 8W 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA > �// UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. 3. IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY IDEA). CONTACT THE SOUTHWEST = p_ REGIONAL IDEA OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEA A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. �� _ _ __ \ 00 I; I 'I•• o AF ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS \ / R �� `\ I I m i.''� ' R / a o o g BEFORE IT LEAVES THE SITE. / / i \ U- __ 3 0- o 4. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT /e� I I I /ry a3 No 0 AND RECOMMENDATIONS PROVIDED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. o� L I / dov 9,� �/ c I III v C aN o 5. THE SUBGRADE WITHIN THE ROAD RIGHT OF WAYS SHALL STRIPPED, COMPACTED, INSPECTED, AND PROOF / 00 III I \ U ROLLED WITH A HEAVY RUBBER TIRED FULL LOADED TANDEM AXLE TRUCK/TRAILER OR EQUIVALENT \ / /� '' '' I I I I I Q °' _ > 5 PRIOR TO PLACEMENT OF FILL MATERIAL FILL MATERIAL WITHIN THE ROADWAY AREAS SHALL BE ,' /i / _�� /' �' w q I Q N o N N> COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL PER ASTM D1557. ,' ,' - -y y~ , I _ ° I�'I I I rn 0 / / /.• /I° I I I I I E a E d 6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE a rw:�To PROJECT LIMIT OR TO REMAIN, AND WHICH TREES ARE TO BE REMOVED. REMOVE TREES AS DIRECTED BY ,i �\ // /' /: �I I I I I m °' OWNER. 7. TOPSOIL AND OTHER STOCKPILE AREAS, TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. ' ' ,i \ / 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. 9. ALL MATERIAL FURNISHED ON OR FOR ♦THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE / �� APPROVING AGENCIES, OR AS FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS / '/ / I II i li li CONTACT DIGLINE MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT / / a � \ I I I 48-HOURS THE REQUEST OF AGENCY AND OR THE ENGINEER. / o ` I I I I \ ' ! I I BEFORE DIGGING 10. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF ' ' / / I / ,�o "io v\I \' / ov / `p I 1-800-342-1585 PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR \ �� // i �' ,� N I /w I �� 1j -TO TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. ' ' / SEE SHEET G D.3 i j I I \ N 11. ALL PEDESTRIAN ROUTES, AND SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL w SLOPE OF PEDESTRIAN ROUTES (EXCLUDING CURB RAMPS) SHALL NOT BE GREATER THAN 5.0% - - ¶-� I TI I \ O I J Q MEASURED IN THE DIRECTION OF TRAVEL; THE CROSS SLOPE MEASURED PERPENDICULAR TO THE / / �QL' //� / \ :' 'i o: I I I II J = DIRECTION OF TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX. / e� �� ,� , / I = CV w LONGITUDINAL SLOPE OR CROSS SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT / �/ 12S I- 11 1 I W p 0 CONTRACTOR'S EXPENSE. ��Q� �! �! , / � / LI I - - - w I O I U) Z m 12. PROVIDE 1-FOOT WIDE FLAT LANDING IN LANDSCAPE AREAS ADJACENT TO ALL SIDEWALKS. / \ ' ' ° Q► - - l / - I Z = >_ Q Q 0 Lu IJ I H -II // I I III - - - Q W yV 1 Q II I I I I 1 ICI � COco ZE � / sp / \ I w I �u Ur _ J - - - - Val z j' / \ , � . . III SIN J �8W eW BW 8W 8W 8W�r 8W 8W 8W 8W BW 8W 8W Z f W I o (L S�ONAL Fiy � I I 00 ■ummon/oIsl ■ ■ ■ I ■ - �'■ 1111 ii101111111110 s 3 I 10-2-23 / / \✓]� -_- ^\) I II //� of \ y g .//�// ��� \\ I ky'' I i /// III a 3 1 I � 5 .' � t� ♦ \ I ,I,I / I ° I I \ / �� K ERA y18� �/ I I I / I I � - .• •-i � /� � --- -�1 'I '' I I / I I I I�_I / �� SS \ • M H88 RIIinnmvv 22 7 NW X 25 .44' \\\ . ' '• .•• .•• • 8S ` , IR • • • 4 / 8W 8W 8W 8W 8W— • 1 ♦Wy / SW 8W 'w— W 8W 8W 8W p �� _ W. DIRECTOR ST. It I Z SEE SHEET GD.1 .. W 3W — — - ---' 85 85 0 II • as ss I / J 4SD �W -------- 3 _ -------- - o w O W. DIRECTOR LN. PRIVATE �r ; o M c ) - N s SEE SHEET GD.200 I I I }� N H w W I I o0 26.00, I I I I 1 I I 3 e t 0 le I v a1 I I I I I I I 1 I zo - �__ - - - w 1 /I J D w �J 0 LLI I I 8W-1 `; W 8W 8W\ 8W 8 8 8W 8W 8 8W 8W 81 I / Fo W x0 O I L ' � 1 I z `\ r W. MALBAR ST. _ _ ____ / \ I N cn 'j O � - - - - - - - - _ _ _ _ / Z >w ---- - - —\ 4 . ' I oa - --------- W I " ------- - ---- L_ t- --- ----- ---- / / --------- ----- � / I K ———— ——— I I Im � I . - � 1 I I I I I I j / I \ -- I - ---------I----=--- - I --- ��___J ----------- - ---- 1 � /' �/ I � p I �3 � Z I iJIL 1 I OZ I 1 I I // I / 1 11 • _ + 10 LL SS MH Ri — 1 — — — S 6" Iny s2. I L -------- ------ I------------I --- / I - ———— ------ , S 8" InL 62. -- --- ------ — — ' — ----- --------- — ------------- -- / i z Ln iPl E.G. 1 \ I PI G. 6RF G. —'— — — -- E.G. �i/ 6P1 E.G. E.G. E.G\ FPI —FPS_— —— — I— _ — -LF1 — — — —6 _ 6P 6P1 II w J 6' a° O I _E.G. E.G. F G II Q °}0 Z . °° x —E.G. I I'I � � E.G. -- _-------- E.G. E.G. \ —— E.G. _ E.G. E.G. E.G. ———————————————————— E.G. --I N- --I - I -----------------------------�� —=-c NORTH SLOUGH TILED = ------ ------ - GI4 — 6F4Pr —— �4,9----�148——�+8—�---� P— —————— ———- - . — . — . — _ . — . _ . — . _----_---- ( ) -------- G148_____________________ ______----_= --�_, -_l = NORTH SLOUGH TILE 4------�I,� ----- ---- --�48--- --- - -- w < LL Z N ---- — D --- -- E.G ------------ - - SOP. — _ — _ — l- —�� — . _ . — . — . _roP G1 w co m I * JOB NUMBER: I I I I I I ID62355 m DATE: 10-2-23 N — � AQ�G`QV SHEET NUMBER: co GRADING PLAN OVERALL \ O GO oc GD.0 0 40 80 w Q w FEET U _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Legend FG-MA:2580.27 �7 09 - - 5 � �r'1y FG: FINISHED GRADE EX: EXISTING FG-MA:2580.15 aw�aw aw aw�--aw�aw aw aw aw aw aw ew aw �w av� ew aw aw aw aw� 9N FG:2580.57 ` TRC: TOP OF RIBBON CURB ELEVATION. aw aw aw aw aw aw A C: FINISHED GRADE OF ASPHALT FG:2580.44' > MA: MATCH GRADE FG-MA:2580.07 / 6S0 W. ORCHARD PARK DR. / /� // / �� CON: FINISHED GRADE OF CONCRETE FL: FINISHED GRADE OF FLOW LINE CON-MA:2579.83 - I___ 2 �'�,�6 p // / / CON:2580.19 / �� CO v , - - - - -- - - - - ---- -- CON-MA:2579.79 / / / / • •� - - - - I - - - ---------�� �r Sp FG:2580.35 °� v -------------------- \ I I FG-MA:2579.63 FG•MA:2579.64 vo �� /� s // h- aw - 5 - aQ / \ ' \� p CON: Aar° °o: o°�• a r s N� \ --- --- - 2 11 - ------ � � - �, Keyed Notes O o o =o 2 3y 61 6SD 6 - -_ - 1 so 1 '``' , �?o / M /� A° / I/R sm 1. RETAIN & PROTECT EXISTING FENCE. 2 ; ' 'I' 314.63 o 4 c E d s d FG:2579.99 / I / 4i FG:2579.93 I ° R / LIP:2580.12° ❑ \ 2. RETAIN & PROTECT EXISTING SIDEWALK. 06 _ -----_---- \ / I / \ ab FL:2580.00 / op, _> _= / / I / 7 FG:2579.92 7 I / ° /s v U N / I r _ I CON:2579.52 / A. ,� 3. GRADE BREAK. - - 'a o 5.00' T -- CON:2580.19 V LIP:2580.12 ■ Q 15 m a> / _____-- \ I I I I�/ //" IC � 1 QQ� °a / • 4. MATCH GRADE AT PROPERTY LINE. Q N o N o I CON:2579.77 / I / ° �n ° -w o ° 1 �� ��° / ■ 5. MATCH GRADE AT BACK OF SIDEWALK. c aE d ' \ II 1 a - R32.50' 41 III ' 3o R130.16' A e � � ca o / CON-2579.88 Q` / CON:2580.32 / ° CON:2579.39 �N 5.00' I // r° m ° C� / / 6. CONCRETE VALLEY GUTTER PER ACHD mw a,o� m I / - e o°I° \ CON:257"" a 1 CON:2580.08 / A° � 1 �/ CON2579.39 � \ � // : SUPPLEMENTAL DRAWING SD-708 (SEE 3IRD.6). °- � .�. \ ° CON:2579.52 I / CON:2579.67 I �ni 1 1 I I II �I \ - ,a �1 _ a, // �• / / 7. CONCRETE SIDEWALK PER PER ACHD I I 11 CON257937 o' �s° ° / // / ■ SUPPLEMENTAL DRAWING SD-709 -(SEE FG-MA:2579.95 9 I3 5 °8 W ' , / m■ 4/RD.6). ° 17 LIP:2579.88 // ■ 8. ASPHALT PATHWAY- (SEE 2IGD.4). ,I 0 I LIP:2579.26j / \ \ 00, e� FL:2579.13 1� 8W 8W e RIN° FL:2579.76 "o LIP:2579.47 o e ° '9k •oo, / 5 1 2 1 w �N LIP:2579.69 N LIP:2579.88• F,A �, // 9. 12"WIDE CONCRETE RIBBON CURB -(SEE 1 l I ta% o �� s -0.4%° 15 ° J ' o ¢,�ij� ■ 4/GD.4). N \ 1 I I 2 m a !s o.ar° 1.o° o,�, ■ COIY�ACT DICaLINE 4 FG:2579.76 ° �s °� LIP-2579.26 N \ F 'b 10. CONSTRUCT SWALE AS SHOWN. 1 0 0 , s/ FL:2579.35 f'�'LIP: 2rj80 48-HOURS A � ° I o / I O - ° LIP:2579.47 e �N �. CON:2580.08 ��9s,�0� // 11. RETAIN & PROTECT EXISTING GRAVITY BEFORE DIGGING., LIP:2578.92 a° -- 1 ° IRRIGATION. - ��_ 1 800-342-1585 FL:2578.80 - \ 3w �_ F M 12. RETAIN & PROTECT EXISTING SEWER. / I I I ?° LIP:2578.92 CON:2579.35 CON:2579.67 �� qP--- m / l _s� -p CON:2579.88 __ \ FG-MA:2579.68 I I I I 13. RETAIN & PROTECT EXISTING WATER. EL I15 sf °I� s�' °° ■ 14. RETAIN & PROTECT EXISTING PRESSURE 1 3 \\I I CON:2579.10 I CON:2579.18 IRRIGATION. c14 I °° 4s 15. PRIVATE STREET SECTION - (SEE 3/GD.4). U U) CON:2579.26 I � � M -3�i° Q I p 12 I FG:2579.63 "? ir � p I I II i m a 6 16. CONCRETE SIDEWALK (MAIL BOX PAD) PER _j _ PER ACHD SUPPLEMENTAL DRAWING SD-709 - nj a 1 i I ° -► IA (SEE 4/RD.6). SEE SG.1 FOR MAILBOX W Z D I 1 0 1 13 ❑w - / I co to / ^�, X /? N O 4S 4S 4SD c° ■ - CON-MA:2579.55 I~ / LIP:2578.61 a5 ���' INSTALLATION REQUIREMENTS. Q Z 0 I „ CON:2579.49 0 17. 6" THICKNESS CONCRETE SIDEWALK PER = > Q CON:2579.58 I ■ CON: -CON:2579.64 ACHD SUPPLEMENTAL DRAWING SD-709 - (SEE 0 CON:2578.94 J 1%. I ° °a o ° ° I m CON-MA:2579.51 // / f I 1 a I 4/RD.6). Q _ Lu °c? •1.s°�' Z LIP:2579.26 '� o `° ° �� ° 1 �'i 9 ° m ° 'B 1 18. SEE LANDSCAPE PLANS FOR PI RELOCATION 3 I °LIP.2579.69 _ Q FL:2579.14-- o 'W. DIRECTOR LN. (PRIVATE) RIM 2579 33 _ v Io _ w FG:2579.49 �s% a.o°r° � _ _ _ _ _ FL:2579.57 iN RE UIREMENTS. Q 0 CON:25/7 9.54/ 7 � ° I - aN� 15 < CON:2579.60 w ----- LIP:258.61 i o.ar U) / LIP:2579.26 IP:2579.69 LIP:2579.45 Notes 5 RIM: LIP: TRC:2579.47 TRC:2579.66 6 TRC:2579. g78 TRC:2579.78 TRC:2579.66 TRC:2579.78 TRC:2579.90 w • w 1. ADJUST ALL IRRIGATION VALVE RISERS AND FG-MA:2578.65 FG-MA:2579.01 FG-MA:2579.31 RIM:2579. z1 -0 %FG-MA:257835, -- 5 _4'1 -A% .4% SPRINKLER BOXES TO MATCH FINISHED 4.00' I -04r o 11 CON:25704 1 53 TRC:2579.90- - - - - - - - - -- - - - --- • r GRADE. 6.00' e I ° � .0.8% �o' 15 �`'I m N �� �e•'� TRC:2579. I I I �pNA L 2. ADJUST ALL TRAFFIC RATED WATER METER FG:257934 5�.00' 6. .0U' I i I I I I I II Ij I I ■ FRAMES AND COVERS ALONG PRIVATE IR STREETS TO MATCH FINISHED GRADE AND FF 00' NpG�/fFiF- TRC:2579.02 SLOPE. n 26 I LIP:2578.84z°r }^ I1 IT1R5%C:2579.1 e I ll I I I I I Q�I I It o CON:2579.11 I o � I No ° -3. FG:2578.21B 3 3 CON:2579.00' I I I I I I I ('� OF \�P� S� I g R74.00' _ 4n7k R100.00' ° }e I I I I I 1 1 S /( ERA 2579.06 N/ I s I 1 1 1 I I W C ------ I / I �- e CON:2579.1�6 :e, �/ J a V Yp - ------------------------- --- - 30.94'----- _ W -- - ---91It }M I TRC:2579.20 to I 1 I 1 I I I I I I ■ _ 24.59' �% - I I TRC:2579.34 I L° J l - - I L - I -J I I � . Lo . • � W FG:2579.13 .• • • ml - - - - - - - �, II IA M \ 8 FG:2579.32 FG:2579.48 FG:2579.61 FG:2579.74 FG:2579.69 FG:2579.56 FG:2579.42 FG:2579.54 W •z/,, • , FG:2578.50 ° e m ° ° °. CON:2579.25 3 , ° M ° - ° - - - - c ` .. .. .. - N ®°° FG:2579.04 LIP: M ° M W • . . . 1 I ml g 16 °' ° e ° . FG 2579.66 Z 1 I Lu I I I FL:2578.71 1 J c 8W Q 8W 8W 8W 8W 8W 8W \\ 8W 2519 8W 8W 8W 8W 8W 8W 8W 8W 8WQ • N H _ to l 111 m I I - �� N 8-& --8s o I W. MALBAR ST. N 0 �o w l 11 Z I I \ 2579 • <o N ° - ----- - - ---- 11 II I - - - - - - - - - - - - - © . N it I I I FG 2578.40 FG:2578.48 l 1 FG:2578.75 \ / - ml II - _-_----- 7FG--2579.02FG:2579.29 / FG:2579.56 / ----------- --------------- \ / FG:2579.30---- --- --------------- -- -------- / FG 2579.40 ------------ L- ----- ------ -- ----------------------- - ----- -- ------------- I / wz z m li I F1G:2578.54 c9-n .7 > w �� 0 13 I I11 19 I I // / � I 1 _, °Z Q to 3 �_ I ■ �o oo lo l 25 I I - e 2 I _ _ --- m 55 I � f� _° N °' m I I Ir I � l W I ' ow N / oo L r-+ - ----- ----- - r� I 11 // a 2580 Q >Yum co c 1 I o 1 I I // I o I I ■ �I I I ----------------------- I I Q a FG:2578.75 -----------------------��-------------------------------- / I z o3 ------------------------- I ■ - - - rt- - - - LA��2"579.18 co G:2 I FG:2579.55 FG:2579.82 // ---- - - --------------- --14 ---- ---------- FG:2580.35------- - ��\ - - FG:2580.08 � ��I � WAC:2578.73 - - - - - - - - - - - - - - _--�_c _ _-- - 14 FG:2580.19FG:2580.25 AC:2579.45 AC:2579.98 -02� AC:2580.15 6PI AC:2580.09 v -o.\�° -0.7%° oat AC:2579.72 / _ _6PI PI 6PI �P P 0'4 -6P1 - SPJ�=_ 6PI _ _ FPI �'4� _� - - 6PI -6NI �° I 6" AC:2580.25� 6P1 ° 6P1 6P1 brl \ 1 10.92'�f EN E.G. E.G. E.G. G. E.G. E.G.-o E.G. / E.G. _ - - e -0.1k� E.G. C E.G. E.G. - - = - - - - I t I I I o00 0.5°� o.�°� _ N N / E.G. N E.G.-/ E.G. E.G. E.CN E.G. E.G. E.G. o E.G. -E.G. o� - - -■ 0 Z O -0.4% - N E.G. \\ w .G. - E.G_� w in 888 a AC:2578.55 _ - \ AC=CON:2578.78 1 � _ ^ _ ?S) - AC:2579.00_-------- e AC:2579.27 a`a% _ v _ _ + AC:2579.54 � I AC:2579.81 -0.4% -0.2% -0,�% � - � > � °?Lu w O FG:2578.40J E -_ 9 _ - FG:2578.88 "' - - "� ---{8}- x w I 2S AC:2580.07 o I AC:2579.91 Q z r 1 z y^r° 1 E.c. E.G, FG:2579.15 �/ cn 8Q I AC:2579.97 FG:2579.81 z 1 _ I -- -----0.�%- 7 - -0.a% E.c- FG:2579.41 a - !FG:2579.68 �+ 2580 00 0 M ✓ e oP TOP •L41/ o.a° O w E. . E.G. ° E.G. E.c. FG:2579.94.E.c. E.G. o } _ n __ I °o --- Topes Z x - - - ----------- ----------°.�h---2§8�------- --- °.1% -- V Y c� m e o --- ( ) _" `�tq `_- 0 0 _ - o FG:2579.84 -E - ----- -- _v .. z 1 I _ -0.4/° ° w ----- -- - ----- -- 1- -N�------------- --------N ------------ NORTH SLOUGH TILED �' clash GIs AC=CON:2578.84 s -�laa----�I+e ----------- N ------------ --� --- -------- r� -------- - w a 0 Lu ----- - -- ----- ----- --- o.-- __ o' a M8 OMr 6W��--- --6h4� _---\ 148--- -��Fi$ � J_ N -- - --_ref.----_-------N -- ----- ----- 0= w � _ 1 �- N � 3 Lr_ _o 6P---- _ -- to ----o -- �I'a o $----91a} - I+e -----N1 _ d I o� -- FL:2577.96--- ---------� FL 2578.38---- __ -_ - - -------- - - --------N ----------' 1 o FL:2578.65--------- _ _ _ -- -----__ _ . ---- _ - oal+a - - ------ � ---------�oP,-- TOP ------ ---- - - a __ �++ �- o of FL 2578.91 FL:2579.18----- a o as Z N - - " a FL:2579.44 --- 11 I 2 1 - 1 - f N 11 2579 - - - �0P __ P _ °r'-ro TIIP�� _ _ _ _ _ _ - o �-FL:2579.34= -�� I`L•2579.27-� \ 11 �� ^� - -- 3 - - _ _ ��, JOB NUMBER: 1 - 10 X - - N -- --- ---- `1 3 e X -__- ------ ______ �� - 10 "� - _ �� 2580 �I "'f 11 . F� ID62355 m I � - - 10 11 - N -� O Q r�"��(�o DATE: 10-2-23 FG-MA:2579.85 4 1 FG-MA:2580.00 FG MA:2580.02 1 FG-MA:2580.36 4 FG-MA:2580.26 1 q P� VG \ FG-MA:2580.28 I �§ � I i FG-MA:2580.60 0� `vG Q � SHEET NUMBER:/ M I N _ L w/ GRADING PLAN AREA A GDALu 1 0 20 40 w FEET Legend MATCH LINE SEE SHEET GD.3 18.00' =■■■■■■■■�■■■■■■■■■■son SEEMS ■ on son son SEES ■,■■ ■■■ ■■�■■7�_ I�■ SEES■ ■■■m ■e ■■■I / ■�j*j,r I ■w■ I■■F■■■■■soon loss■ FG: FINISHEDGRADE �11.00' -1.0% , i I 11 17.44' - 5.00' EX: EXISTING 12.00' a� I TRC: TOP OF RIBBON CURB ELEVATION. Lu m � 5.00' a \ I I / I 15.00' 5.54' % AC: FINISHED GRADE OF ASPHALT 6.00' 10.00' f o \\ � �I ! ` 9 gg I � \ r \�� MA: MATCH GRADE ' 5 1.00' \ // Wi III N w i= o� j a �� TRC:2580.16_-_-__ ___ I // 1 I 7 = I � //� CON: FINISHED GRADE OF CONCRETE __ o FL: FINISHED GRADE OF FLOW LINE N • --- - - 13 -1.0% Lu I ,� V/ AC:2579.74 10 F.. - --FG:2579.58 / -- - I Q 8 - FG:2579.40 -- -- / AC:2579.92 IO I y o a` I v Z oa� ° GC - I ° a f� e I I I ; ° e�4/° Keyed Notes O " 0 12 f o / \ 1 -1.$% -2 0°/p ^off L O 5 -: / I J X LL 6 -_ e.- FUTURE MULTI-FAME J I I i \� 1�1_J ED e t_ X- 3 N N o W TRC:2580.28 I / \ FG:2579.70 /' �' c I 1. RETAIN & PROTECT EXISTING FENCE. y o a Qr zd Z `�' I / _ r __ _ _ --0.4%- 3 - - - _ 2. RETAIN & PROTECT EXISTING SIDEWALK. °� c Ere y -1.0°� �� \� \ ? i\` �° 2 3. GRADE BREAK. m FG:2579.70 \ FG.2579.99 L b T Z Q \ 4. MATCH GRADE AT PROPERTY LINE. Q N . 1° �= I / i \\ , \ / 8W AC2580.04W ° °w��°W�-W 8W 8W 8W 5. CONCRETE VALLEY GUTTER PER ACHD aE d a BN- 8W 8W; O 3 12 I I O I AC:2580.09 \ y O / , LL �\ \\ / I I \ ----- -- SUPPLEMENTAL DRAWING SD-708 (SEE 3/RD.6). L rw aTo d >a DIRECTOR ST. I I -275ss- - 6. CONCRETE SIDEWALK PER PER ACHD m m \ I I SUPPLEMENTAL DRAWING SD-709 -(SEE O -- ~ - \ TRC:2580.40_-_-_ V ^� �°° 4/RD.6). � CON:2580.23 _FG:2579.83 p[ � � / � I d i � 1 7. ASPHALT PATHWAY - (SEE 2/GD.4). ' AC:2580.09 i i 8S 8. 12"WIDE CONCRETE RIBBON CURB -(SEE CON:2580.40- R23.0p, 3W 3 3w 3'h/ M 2�V 2 2580.30 p 6 i °CR AC 2580.04 __ ------- 4/G D.4). i -CON•2579.86' � , � ° CON:2580.47 0 �- o 9. CONSTRUCT SWALE AS SHOWN. p f / t � - - - - _ ._ ` CONTACT DMINE 2 10. RETAIN & PROTECT EXISTING GRAVITY o CON:2580.30 _1•z°�' -- ° I - - - IRRIGATION. 48-HOURS \ OC N:2580.49 a ' / FG:2579.74 c o -0•ai�, 'Q� I �' BEFORE DIGGING TRC: FG:2579.99 I c 13 mill ° • a �� ° 13 Af - - - - - e / _-_-__-_ -I_ � -1.5% 'L I �� 11. RETAIN & PROTECT EXISTING PRESSURE LIP:2580.06 \ CON•2579.87 I x Y- IRRIGATION. LIP:2580.18 a� 1.1%-0 FG:2579.74 I o _ W. DIRECTOR LN. PRIVATE o Io .l LIP: o_FG:2579.89 / AC:2580.14 (PRIVATE) 2580 FL:2579.94 i� \ LIP:2580.24 '� / I \ 4�-2.0% .5.0°� 12. PRIVATE STREET SECTION - (SEE 3/GD.4). o - I ° I AC:2579.96 * *y FG MA:2580.15 13. 6" THICKNESS CONCRETE SIDEWALK PER �-o:a% � I LL -0.4% 12 -0.7% 0.4% � o � 12 N o LIP:2580.06 0 o e - I /ti�� I I I I \� j FL:2579.50 ACHD SUPPLEMENTAL DRAWING SD-709 - (SEE TRC:2580.02 5 .-i FL:2580.05 C FL:2580.12 I I FG:2579.76 _I\ I 4/RD.6 . Lu TRC:2580.27 �N LIP:2580.18 �� FL:2580.18 LIP:2580.25 °I° I i I \ I I I\ I I ) 0 Cn y I I 14. GRAVEL SECTION - SEE 5/GD.4 J LIP:2580.30 �ti w I w o�I 7 3 I I I ( )• J Q 0.4% 0.4% a -0:a7i°i° �o.a°� 74% 1?s Rq•00' TRC:2580.63 ° - - 8 _ ____ _ o_ ______ _ __ _ 15. ADJUST IRRIGATION VALVE RISER TO MATCH - a I TRC:2580.14 �1 8 TRC:2580.38 TRC:2580.46 f o3 _ / M �' I1y°I° f= �N I I 9 FINISHED GRADE. N Z 0 TRC:2580.42 I - 4.0% i 1 1 / �19 fLu 026.00' FG:2580.06 16. GRADE FLOW LINE IN GRAVEL WITH POSITIVE U) DRAINAGE TO SWALE. �1 5 FL'2580.25 I I = Z j i LIP�2580.39 LIP 2580.39 ,/ I lb � ° I w W I FG:2579.84 4 0qv 0 W ae I o v �� 8 �� / I B O I AC:2580.05 I I I Q ? w = q o�l 4 0�l 8 I FG:2580.43 I N Notes � U) 2 y I I I pry\ 0 12 `� I % M FG:2579.94 -0.s°r° 4.0% 1.5% �0% s.o°� �1a�s°i° Q W I I2580I J 8 + �° TRa:2580�7�5 -- I- - - - ~- - Q TRC: .58 ------- I W -f I� -FG-MA:2580.31 (� I -0.7% - _1.07/° -� - - 1. ADJUST ALL IRRIGATION VALVE RISERS AND Q W \ I AC:2580.23 7.21'i FL:2579.58 SPRINKLER BOXES TO MATCH FINISHED � F Q FG:2580.20 \ I I 9I GRADE. F CO Z I ,�5 \ 12.00' F J I L° _-_ I I �� �\ ° ,, W I 2. ADJUST ALL TRAFFIC RATED WATER METER w 5.00' J FRAMES AND COVERS ALONG PRIVATE z O = FG:2579.79 FG:2579.91 FG:2580.03 �I 5.89' I H � o V FG:2580.24 c \ I\ �l / �\ �/I = STREETS TO MATCH FINISHED GRADE AND O 0- 4.89'VARIES Q - - M m - - -M - - \ \ \1 j I j J II / �� / j e O - - - - SLOPE. I S\0AL of I �0 7 I N �` 8 w 8 11 BS I I ° / I FG:2580.05 / I 18.00'= �� cr�G F� _ 8W 8W 8W 8W 8W 8W 8W 8W 8W FG:2580.07 I � p I 3 Z \ ,r AC:2580.29 ° S� 10-2-23 �O \ QD I FL:2579.81 A �TF OF \QP W. MALBAR ST. 3.ai° oss �So AC:2580.47 1.5%% .2.0% -5.0% ER\\ FG-MA:2580.55 I J R25.00' y 15.3% / A �� / a 11 ' I • • FG:2580.66 11 ° I I • FG:2580.16 " �, i \ / / 4' IN i • • - - - - - 1 AC:2580.60 I I I .. .. .. FG:2579.92 1 i�� / S% R • • f FG:2580.18 �� \ ,.� I �° �1 I I r----------- -�- -- --- ---------- ------ - W I --------- - - -- ----- \/\ /// iL AC:2580.42 ° 3 I i FG-MA:2580.64 ; - N co FG:2581.20 / fo 7 o O I 10 I I 1 014o -- ---- - -'AC:2580.97 IF z 10 f- 1 EG:2580.90 w o o I�o / AC:2580.79 a �' m -too°i° •11.1°� Qo 1■ o w EXISTING I z � /r � �c' EG:2581.12 I FG-MA:2580.72 }a o � / /g�os //AEG:2580.97TRANS 1 1 10 4 I I I FL:2580.18 o- o N � I u.i I ' o� p• � �-R�9 w EG:2581.33.� I I I I 3 1 1 9 z G W 1 / EG:2581. ( � '_ � 112.00' / OHOO EXISTING t- _ O Q _ --- / AC:2581.35 7 PIMP I 24' o ,--- -- -2584--------- / s° / 14 EG:2581.571 7, I �g Go - o I Z az --------------------- I---------- _ �'�--- FG:2580.97 ti°\ I � i •5% N c � FG:2580.45 11 - --��__- - ------------------ ---------- -- 4 � o� � - _ - - FG:2580.71 - FG:2580.97 11 'Q? AC'2581.17 ^ O \ AC:2580.87 / / s' I ° - AC:2580.35 - � - o- - - - - - - - - 15 RIM: I w w� -0.4/0-6P1 -6P1 Url 6P-0.4°� AC:2580.61- °7 .n AC•2580.87 FG:2581.17=- - - - -- - 6P1 0.4/ 6P1 5P1 E 6P1 -0.0%- o o b U -_- - - _ - 6PhEPI 6P-1.o� 6P1 �s-I c l I III FG MA:2580.78 .o E.G. E.G. o E.G. E.G. �G. e ECG. -E(�, - �, - - - _ FUT RE xN - e - �-�.- RIM:2581.76 °i ---258 -- N� w o I o� ? r \ IIIII, % : -0.4% -0,47% 2 W ° N+ 16 AC:2580.17 us 00/7 0.0% w Qo ,� a o o AC:2580.69 o AC:2580.69 AC:2580.87 ^off h 14 - ��, I I 1 I z o N a AC:2580.43 . �► r- 0 8° 1 ■ FG 2580.04 `. . �� W 7 I FL:2580.29 _ .4ok E.G. E E.G. o E.G. FG:2580.30 E.G.- z = E.= FG:2580.57 -- - - E.G. FG:2580.57 EG:2581.50 EG:2581.50 O o.a/7 o.a°i o AC:2580.69 _j I I I �- 1.0% 5 0°h ------------ --------------- e o o _ - FG-MA:2580.82 �- --- Ow -� -- - ---- -- `n ------ ? y o FG:2580.58 _ N I- NORTH SLOUGH (TILED) ______ ______ ___ ___ _ _ �ae-----�I+ec++ - ska �+a� _- Yk ----- N N _ r-��-- -------_a M_------ of°_ -�-- I w3 --o to-- of - -rtl - �IfB 'T�8 GI48 -o IN Ay - --- _ r P - c FL:2579.80----- --- ---- o --- �- -- oP -- --- o --- - - o'--- o- EG:2580.44 o GI48 - GI48 _ N II o r'--= o --- FL•2579.54---------- --= o�� - o FL:2580.07 � 7� ---- ----- ---------. r- - r _ - - - °D _ noP FL:2580.07 P e o o -- g,}� - T TO cd V 7'• 3 / �3um 9 f �; F c 10 FL:2580.08 FL:2580.47 \,;�- O /10 I I M Z 0 3 FG-MA:2580.57 2580 Ln� c - - - _ 3 _ 3 --� - o.o% `° / J-- I I W a 14 x x- 7 9 2581 X - a - - - 2581 9 s II FG-FG - W 1 FG-MA'2580.85 4 w FG-MA:2581.15 o W a, FG-MA:2581.22 1 �? Q 4 FG-MA:2581.34 FL:2580.47 °D > FG-MA:2581.73 Q Z O Z w � � 0? Lu O a � U) z mz �° 1 N J Lu0 0 } M wYN� m N GRADING PLAN - AREA B c� O T W o o 0 20 40 z IL N FEET JOB NUMBER: 1 pFG� g ID62355 m �O DATE: 10-2-23 ,`G PRl `QV � SHEET NUMBER: Lu �■ GD.2 1 W oW 1 FUTURE CONTINUATION OF 12' MULTI-USE PATHWAY TO CHINDEN BLVD. Legend FG: FINISHED GRADE I I EX: EXISTING / \ V 8W BW 8W aY a 8W BW BW 8'u^i / � \' /aW/aW I v � 12.00' i�� I TRC: TOP OF RIBBON CURB ELEVATION. / \ a" I I I I 1 00 / I AC: FINISHED GRADE OF ASPHALT /����" r- --1� - -f/ MA: MATCH GRADE CON: FINISHED GRADE OF CONCRETE FL: FINISHED GRADE OF FLOW LINE 12.25' 100 I 1 j \ ---00 -rill, /� �� �i ' /`/ \ - ► I is Ad / - _ - - - � Boa - - I IKeyed Notes O a o 2 I I I eAC:2579.42 � 00 I I m 12 I 1. RETAIN & PROTECT EXISTING FENCE. y 3 N 1 2 \ a Ewd Sd N IR 5 I I / I a' FG-MA:2578.95 2• RETAIN & PROTECT EXISTING SIDEWALK. V U c \ aw AC:2579.57 3. GRADE BREAK. Q T aL v, - I owl - L -- i z.a^i -2.0% •22s°i°_ L- T i / I -'1` FG-MA:2578.41 4. MATCH GRADE AT PROPERTY LINE. Q N o 0 N y E v Q.I I i -1.5%-7 N �W 1 5. MATCH GRADE AT BACK OF SIDEWALK. c E_ I I FL:2579.54co d y o / . AC:2579.6s j I / FG:2579.39 6. CONCRETE VALLEY GUTTER PER ACHD a m = 1 f 1 r �- SUPPLEMENTAL DRAWING SD-708 SEE 3/RD.6 . rw T _? w I 6 / I `o �I AC:2579.50 FG-MA:2577.86 ( ) � / 111 I 7. CONSTRUCT FLOW LINE IN PAVEMENT WITH / I I I I POSITIVE DRAINAGE AS SHOWN - NO 11 I � 12'MULTI-USE PATHWAY 8 III I I \\ STANDING WATER PERMITTED. ' 1110I Ig1 3 I I \ 8. ASPHALT PATHWAY- (SEE 2/GD.4). � I �° I 11 1 1 I FG-MA:2578.03 9. 12"WIDE CONCRETE RIBBON CURB -(SEE CON:2580.98 �' / / \ ��\ /° / I I I I j 4/GD.4). CON:2580.77 CONTACT DICaLINE CON:2581.01 , /' ire �� \ �� TOC:2580.28 10. CONSTRUCT SWALE AS SHOWN. CON:2580.91 �Z.65�\ AC:2579.78 91 I I Q I 48-I..IOUI 2� 13 III 1 1 I 11. RETAIN & PROTECT EXISTING GRAVITY sz 3.1% 3.1°io -zs.s% BEFORE DIGGING FG-MA:2581.02� - CON:2580.91 11°b 18 f ® �$ o IRRIGATION. - / CON:2580.93 a a, CON:2579.44 a ° 1 1 I Im $QQ- Q-15$6 fo. 1 a% 4, CON 2580.65 CON:2580.35 ,, / I I 1 I 12. RETAIN & PROTECT EXISTING WATER. CON:2580.35 1 ' III I 16 16 / a ✓ I 1 I 4 13. RETAIN & PROTECT EXISTING PRESSURE AC:2579.78 10 / / / �o °'1• / ° ° . IRRIGATION. 0.2%, a 16.54 o e. TVC=T C:2580.28 FG:2581.30' 1 g o 0 FG-MA:2578.31 i.4% . / -___ -_� - ' 18 a 14. PRIVATE STREET SECTION - (SEE 3/GD.4). N CON:2581.00 -�- a � / / �. I 257 2579.33 I I W , �' / CON 2580.06. �AC:2580.34 9.00' ^a. ° CON:2579.55 vs I I I I 15. 6" THICKNESS CONCRETE SIDEWALK PER J Cn / / FG-MA:2581.06 / / / ' °e / �o� TVC TOC'2580.84 0 0 _ e 1 / \ I I 11 I I ACHD SUPPLEMENTAL DRAWING SD-709 - (SEE J Q / �� e CON:2579.53 \I AC:2579.25 I III I II 4/RD.6). a FG:2580.31 p �° / / � � AC:2579.54 / � / ° I AC:2579.43 ° �!°- I� h 16. THICKENED EDGE CONCRETE SIDEWALK - (SEE W Z p 1.5/ 4.0/° a.0 k -17.5% 4' CON:2579.71 c / b / 1 O_ - AC:2580.13 0 15 TVC:2580.03 / 1 �� Its FG-MA: 6/GD.4). (n FG:2581.34' TVC:2580.63 1.a/° o�°i°i . 1/ icq I Cn - / 5 / R5. a ° e 19 �/ FG:2579.50 I e 11 1 �b, 17. 4"WHITE PARKING LOT STRIPING (17' X 9' _ > Q/ �/I vI Opp �" _ �, I+ I // °� TVC=CON:2580.15 �':1.6°i° �o `'� _ j / I 4i II I�° 1 �� STALLS). p p TVC=CON:2579.54 2579.39 o 2 Q°y a8° / �J / e d- - - 0.0% I-z.o°i° -1.5% 1 .2.0% .10.0% 1.3.a% OD FG MA'2581.12/ //O // oe I �d "' r - j it 11 FG-MA:2578.55 18. CONCRETE SIDEWALK PER PER ACHD Q Z) Lu I 7 „N ai TVC:2580.01 ' Cn o RIM:2579.20 - ' I I / ♦� ' 19 a°I° \ 14//cN N;-1.4 ��o CON:2579.53 / / - - FG:2579.50 I FL:2578.36 SUPPLEMENTAL DRAWING SD-709 -(SEE CON:2580.37 ° s ---- - -- to I 1 1 I I o Q < �y 01 4/RD.6 . . \° AC:2579.40 I II FG:2579.11 ) FG:2581.40 "` i / a \2 v f \ w I I I Q o� / w I II I 1 I AC:2579.22 19. CONCRETE CURB TERMINUS. Q Q 1 5% --o.�/° / I I ui I I I I II 20. ASPHALT PAVEMENT SECTION - SEE 3/GD.4 . U) r- Q I FL:2579.89 FG:2579.20 I 11 1 I I I ( ) F CON:2580.44 ?sue 4� -3.3% o a ° ° i I / ' °�/ / /' / ° ^�/ ' ' 9 I a TRC:2579.47 / 1 I 1 I I I I I Lu v FG-MA.2581.18 / / o / \I\ 1 1 - I 1 I I w ,' ,' /i I / / / ' ? ♦♦ a �� / TRC:2579.65 TRC:2579.42 I \ I i j j e I I o o- / / / / I / QQ / y �R �� / ° y / b\°° O� ♦ / I � I I o �e 9 i I 1 �4 Notes FG:2581.39 / ♦ o �� a+ I � I Iw / v, /!��g 2 // / // 0 3 /�;�� TRC:2580.15 N 1 w � I SS�ONAL FNG CON:2580.32 M° 7 / ♦ I I �\ I I \I I 1. ADJUST ALL IRRIGATION VALVE RISERS AND SPRINKLER BOXES TO MATCH FINISHED CON-MA:2581.15 / / / I cn 00 /'/ ^�'1 ty4 - FGI:2579.03 w I \\w I 1 I I I - - GRADE. 3 : I I 1 I I I 2. ADJUST ALL TRAFFIC RATED WATER METER p• / 7 o TRC:2580.07 / I CON-MA:2581.15 / / / w / N I -0.s°i / ° ° ° ° FRAMES AND COVERS ALONG PRIVATE �y Z I 2.0% 1y/°/° -2.0/0 10.0/0 Q - - r - - FG-MA:2578.85 OF / I / . co ,� °• �, � / � I I \ a I - STREETS TO MATCH FINISHED GRADE AND OS SO CON:2580.19 1 / -1.5% I I I o 1 6 LIP:2579.56 ' ' �j�/ f j co I I FG:2579.43 \ LIP'2579.92 O� / IQ FG:2579.23 a I SAC:2579.33 FG:2579.04:2578.29 SLOPE. �/ h• es y FL:2579.80 ° `L FL:2579.44 / / °\° Q I I I \I I I. I • LIP: AC:2579.15 2579.92° o.a°lo � I I I j 8 I , . . 0 . . • // // / // / \\\\/ 7s° .. 18b�O N 9 I O I I 13 a I I • • .co , .• • / LIP:2579.56 FG-MA:2581.00• �, // Q � \\ / � / 1 � � I I 1 \ � � � � .. .. .. �, 1 / �o ITRC•2579.91---------- U 00 I I I 1 10 \ . • • /y\° moo >? V I I I I I I N FG:2581.29 / CON:2580A3 h� �a / CON:2579.76 0 -1.5/0 -- I♦ Ow ° I I as / / - --- -FG:2579.08 h N - / /, Z I I I I ' LIP:2579.83,/ CON:2580.12 p v LIP:2579.41 I I m I • O RIM:2579.71 / g� LIP:2579.41 - 1 1 a' I I I I FG-MA: LIP: �0 1.2 a - m �- I s 5.43' 7.48' 'Q 0 2580.84 / O �, � 0 I I / / 0`�/ v / / 12SD 5� I II I c'1 I I 5.00' N / $ / q' o�° 1 SD i I , I FG:2578.75 II I w I 12.00' I 5.00 w �, . 1 FG:2581.13 / � ° RIM:2579.79 15 / co 1.5% -2.0% M I Q g CON:2580.03 RIM:2579.79 TRC:2579.79 I I I I, F I �� Q� A o' / RIM: I_ _ _ _ 1�°i°i I -2.0°io -1.5% 2.0% -5.0% -11.6% N CON:2580.17 \ y 1 D - / _ - o� I i -I 1~ ~r- FG-MA:2579.36 }a / 1 // o , 1 ,/ FG:2579.55 I I FL:2578.78 0 FG-MA:2580.66 // / / �' / / ;_ 1 FG 2578.97 �' AC:2579.45 w FG:2579.16 0" -_�' I I I I 1 1 I g1 1 2 - I AC:2579.27 w % // 'po% FG•2580.95 / �° /// Aar ¢�Q' q,� � ° %x � � �� I � /r I I Il LIP:2579.24 I I � / CON:2580.30 '1 3W I I I I / I A ` Ilke� / ' / � \ / °'t� `� , I^' °tl. LIP:2579.24 \°� ° 18.00' =D ♦ / / / M / v / I I, I�, V A I �/ / / \ �°% �� 1 // TRC:2579.67 1 1 z w V R I I I � a I I I ♦ / CON-MA:2580.48 / �50 / / \ c a a.2°i° I \ 1 I II�4 of I I o QU ♦ / / / oe /' ( / ° / w (CON:2579.43 - - - - m \ I � cn w ♦ / j oo / pV / z 1.5% -2.0/o -1.0% I V w ♦ / /� / �/ �y. ° ---------FG:2579.09 00 I I 10 I I w' ♦ CON-MA:2580.46 / FG:2580.79 / �° OD ° \ �a / RIM:2579.11-- � \ K U a / CON:2580.17 6'° �\° � co I • � ry I \V I j I I I � 1 ♦♦ FG-MA:2580.72 / 0 18 // / oo A \ °\�CON:2580.30 I I I, I I \ I I 8 31 1 j M ♦ / / o i/ Q f jz 10 ♦ / / /yo. 1a / "'oo, 6'00, // I �� FG:2578.99 \ w o I I I �= a 1 I I I I 1 '-w C / \ / , / CON:2580.05 °o 2�, ° TRC:2579.79 1 I. 1.0°� o ° ZZ ♦ / b\ o // I co I - _ _ \ -2.0/ -1.5/0 -2.0% S.0% �13�5% ow N C °/ O 1 N J �4 3.6% _ I M^ - 1 T - - -+ -I FG MA:2579.703 1 U0 co / / '9 e\. .6 �// ` 15 a 14 A / �� W I ° I I \ FG:2579.79 y 0 • \ 1.0% �i II FL:2579.02IL Z FG:2579.22 AC:2579.69 - / 1 FG:2579.403LLI CON:2580.00 / 1 /' 1 Z 14 9 I. <Ij . I \ I w / I I ;Y a / \ is A0./ // / w 1 3W W 1 1 co I 1 / I I I I AC:2579.51 0 3 FL:2579.73 / \ 00 1,; Z LIP:2579.81 �o A\° g� Z/ // 15 6 f o I I I � a8 `� I 13 I I W �1 ♦ / CON:2580.07 RIM:2579.68: / I Z I T ♦' A LIP:2579.81 I I - tr ♦♦ e °° �o / I LIP:2579.60 10.00' TRC:2579.91_--------- I I .! � -- -- I I I q �� ♦ �/ A�\ �� a s / CON:2580.05 00 I If e f o of I z m CON:2579.79 _ - - - J 1. I I \ Z w�>► ♦ ' A.° FL:2579.75 ���, �° I FUTURE MULTI-FAMILY 1.o/a 1 - r 1S% -2.0% o I 1 U c° w O CO� 14 ° " o� RIM:2580 LIP:2579.60- -----FG:2579.34 I I I 10 I Q z r 1 1; O FL:2579.47 ---- / AC:2579.75 ¢ CO Z U Z 1.00' I 1 1 1 1 w y N m °' ♦♦�� a 6 �/ RIM:2580.13 I 5.00' 14 // N I I d \ I I v � N o ca / CON: 6.00' Q 1 I I f=fF I w A I I I 11 1 1 FG:2579.64 a x CON:2580.07 �� �� !� m I w T I I \ o w wdw ¢ ♦ / I II FG.2579.23 AC:2579.93 n FL:2579.26 a 0- O / I 11.00' �11.00' I I J ♦°° 1 26.00' 1/ r�1 �i ° I� �� I FG:2580.03 �\I ♦ �\ /� I TRC:2580.04 .1.0% FG:2579.46 I: 1 1- - - - 1�/0 - - /:I -I �L FG MA:2579.88 ��L JOB NUMBER: ��i ■■■■■ ■■■�■■■■■■■■■■■■■■■■■nIIII■■■■ ■■■ ■■■ ■ ■■ ■■■■ ■■■■■--�'■■■�■1 � / �, �� ` ■■■■■�■■■■ o ■■ 1■■■■■■■■■■■■■■■■■■�i■�^■��1, ■ �°' ■ ■ �q 1"itili■■■■■■■■■■■I �O� � Q ID62355 m �� DATE: 10-2-23 MATCH LINE SEE SHEET GD.2 N _ MATCH LINE SEE SHEET GD.2 PQP��G SHEET NUMBER: GRADING PLAN AREA C Go�s � p� 0 20 40 GD.3 1 F w Lu FEET U J o „ 2.5"THICKNESS OF ASPHALT PLANT MIX PAVEMENT J w O J w vOi J Bg Sg Bg 2"SUPERPAVE SP-3 MIX DESIGN WIPG-58-28 OwHa Owe a = w ~ 6" y Z _ O V ¢ x w a a Z w a Z L) } LL a ' Lu p Q Q >- O O O O ` 4"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE O a w O � O a0 a s LL a p o �oO�0o0oO�0o0oO�0o0oO�� COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 O O O LL Q o 11 a o w a D00000�< 14"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE apao apw � O� o aawcn p a w w p a w w F- o w p i i COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 � C) W Pou' � cp� x � � � x V�; �1\- i GD.4 � ww � _ � p � vw-vw,vvv , , 0 , 1/2"R c p oA� GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS 6"MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 0 00o SUBGRADE SHALL BE PREPARED AND PROOF j\� o 0 o j\� COMPACTED PER THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR GRADING ADJACENT TO CoN� �E� P�AWAY �A �� /� STRUCTURAL FILL �H o GRADING ADJACENT TO ASPHALT PATHWAY ASPHALT PAVEMENT SECTION a o s E LL V - - o 26.00'MIN.-(VARIES SEE PLAN)O - J `3.y_F.a o 6" VERTICAL CURB (NO GUTTER) � z N w ^ 13.00'MIN.-(VARIES SEE PLAN) 13.00'MIN.-(VARIES SEE PLAN) y 0 a.o ~ cwia 0. o vU N.T.S. LL a ' LL a ~ WIDTH-SEE PLAN v +� 0 4.00' 6.00' 5.00' Q - 3 0 1.00' 10.00' a o p TOP OF CURB SLOPES d a> - a O LL ¢ o a O w ,) 2.5"THICKNESS OF ASPHALT PLANT MIX PAVEMENT ° VARIES L +`. T 2 oaww O a p �„ DOWNWARD AT 1.5/o VARIES Q - 00 w w 0o = 0 q SUPERPAVE SP-3 MIX DESIGN WIPG-58.28 TOWARDS STREET 1.0%MIN 1.0%MIN. 1.5% 6"THICK CONCRETE rn rA _ o o � �' SLOPE-SEE PLANS ~- SIDEWALK PER ACHD � a a 1.50%MAX. 12"WIDE CONCRETE RIBBON SUPPLEMENTAL ° d m w a }❑ CURB-(SEE 41GD.4) a a a a a a a a a a a DRAWING SD-709 - 4"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE , i oaooaooaooaooaooaooaooaooaooaooa00000000000 ° COMPACTED T095/°MAX DRY DENSITY PER ASTM D1557 ASPHALT PAVEMENT PER 31GD.4 ' ASPHALT PAVEMENT PER 31GD.4 CONCRETE VALLEY GUTTER 8"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE PER ACHD SUPPLEMENTAL 0 0 0 0 0 0 0 0 0 0 0 o COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 DRAWING SD-708 GRANULAR STRUCTURAL (SEE 31RD.6) FILL AS REQUIRED BY i i i i i i SITE CONDITIONS CONTACT DMNE - SUBGRADE SHALL BE PREPARED AND PROOF 26.00'MIN. (VARIES SEE PLAN) 48-HOURS COMPACTED PER THE SITE PREPARATION SECTION 13.00'MIN.-(VARIES SEE PLAN)�13.00'MIN.-{VARIES SEE PLAN) BEFORE DIMNC OF THE GEOTECHNICAL REPORT AND BE APPROVED 1-SOO-.942-lM BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR 5.00' 6.00' 4.00' 6.00' 5.00' TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR VARIES STRUCTURAL FILL 6"THICK CONCRETE 1•5% 1.0%MIN VARIES 1.5% 1.0/o MIN. 6"THICK CONCRETE SIDEWALK PER ACHD SIDEWALK PER ACHD ASPHALT PATHWAY SUPPLEMENTAL SUPPLEMENTAL N NOTES DRAWING SD-709 DRAWING SD-709 W N O TE S: ��iV�jV�j/i�//,/i��/i��/���/��/i��/ // / /i�/i��/���/ N � ��/� _j Q 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT _ q GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE GEOTECHNICAL REPORT. _ W O CONCRETE VALLEY GUTTER ASPHALT PAVEMENT PER 31GD.4 ENGINEER AND THE PUBLIC AGENCY HAVING JURISDICTION. (V z © 2. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ASPHALT PAVEMENT PER 31GD.4 W 0 CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS ISPWC. PER ACHD SUPPLEMENTAL _ - MINIMUM EIGHT FEET. DRAWING SD-708 Q GO Z O MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH 3. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING (SEE 31RD.6) _ > Q ISPWC SPECIFICATIONS. UP THE WORK OR PLACING SUBSEQUENT LIFTS. pco p OD BACKFILLS AS PER ISPWC SECTION 706. 4. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. DENSITY TESTING SHALL BE PERFORMED Q Z) LLJ O SECURE RIGHT-OF-WAY PERMIT BEFORE CONSTRUCTION IN RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. PRIVATE STREET TYPICAL SECTIONS Q PUBLIC RIGHT-OF-WAY. 2ois 5. NON-CONTAINED ASPHALT PAVEMENT EDGES SHALL BE HAND TAMPED TO PROVIDE A 45°EDGE. Q < 6. STRAIGHT HORIZONTAL TOLERANCES:COMPLIANCE WITH HORIZONTAL STRAIGHTNESS SHALL BE SUCH THAT THE MAX GAP=1" WHEN A 10-FOOT STRAIGHT EDGE IS NOTES Q IDAHO STANDARDS 6 VERTICAL CURB STANDARD DRAWING PLACED AGAINST THE FINISHED CONCRETE SURFACE. 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE w FOR CONSPUBLIC TRUCTIONWORKS (N 0 GUTTER) N0 S D- 7 01 A ISPWC AND THE PROJECT GEOTECHNICAL REPORT. CO � 7. ARC OR TANGENT HORIZONTAL TOLERANCES:COMPLIANCE WITH PATHWAY ARCS AND TANGENTS SHALL BE SUCH THAT THE MAX GAP=1" WHEN COMPACTED TO F THE DESIGN HORIZONTAL ALIGNMENT. 2. AGGREGATE BASE MATERIALS(3/4"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. w w w 8. PATHWAY WIDTH TOLERANCES:COMPLIANCE WITH PATHWAY WIDTH SHALL BE SUCH THAT THE PATHWAY EDGES SHALL BE PARALLEL TO EACH OTHER AS DRAWN, z AND THE OVERALL PATHWAY WIDTH SHALL SHALL BE 0"TO+1" WHEN COMPARED TO THE DESIGN WIDTH,NO MINUS. 3. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL o a REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 9. ELEVATION TOLERANCES:ELEVATION COMPLIANCE SHALL BE+/-1/4 INCH. ELEVATION TOLERANCES SHALL NOT IMPEDE DRAINAGE-NO STORMWATER PONDING IS ACCEPTABLE. 4. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL SS\OVAL FNG 10. PAVEMENT THICKNESS TOLERANCES:PLUS 3/8 INCH,NO MINUS. REPRESENTATIVE. � �G\STE FO�/fjFF 11. CONTRACTOR SHALL REMOVE AND REPLACE THE FULL WIDTH OF THE ASPHALT PATHWAY AT LOCATIONS WHERE HORIZONTAL,VERTICAL,WIDTH OR THICKNESS TOLERANCES ARE NOT ACHIEVED. SAW CUTTING PATHWAY EDGES TO ACHIEVE TOLERANCES SHALL NOT BE ALLOWED.NO SEPARATE PAYMENT SHALL BE MADE. 3 ASPHALT PATHWAY 2 PRIVATE STREET SECTIONS 3 koP 10-2-23 6"UNLESS SHOWN OTHERWISE. SEE PLANS FOR SIDEWALK WIDTH G D.4 G D.4 joss s< °ER c�So� FLUSH TO PAVEMENT AT PEDESTRIAN RAMP THROAT LOCATIONS-SEE 3-#4 BARS BY CON'T. GRADING PLAN 14 AT 18"O.C. PROVIDE MEDIUM TO FINE TEXTURED BROOM FINISH(SEE DETAIL 81C4.0) r- ' ' ' 0 SCORED JOINTS SLOPE 12 ' • zr zr co co PAVEMENT TOC EL. CROSS .• •• •0ESLOPE TOWARDS 1.5%SLOPE CONCRETE > : � � co • 5"THICKNESS 4,000 PSI PORTLAND CEMENT CONCRETE VALLEY TOWARDS SIDEWALK 0 6 3' 6"THICKNESS OF 4"MINUS GUTTER PAVEMENT SLOPE 0 , ° CRUSHED BASE MATERIAL COMPACTED as a " co N TO 98%MAX DRY DENSITY PER ASTM D1557 a a e • O SEE ASPHALT co o 0 00 0 Z o 0 0 0 o ASPHALT a a a a s PAVEMENT SECTION 8„ �� >�U � PAVEMENT a 114"R a 8 a o RANULAR STRUCTURAL FILL a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 6"MINUS UNCRUSHED AGGREGATE BASE a a a O COMPACTED TO 98%MAX DRY DENSITY o 0 0 0 0 o e a 0 �� d a 4 PER ASTM D1557 a a 1 GRANULAR STRUCTURAL FILL AS REQUIRED%/j/jA// / ' ' ' 6"MINUS UNCRUSHED AGGREGATE BASE/ / /AA%AA%AA%AA/A� � a e a a w �o ° AA//VA//VA//VA//VV �A� � � GRANULAR STRUCTURAL FILL AS REQUIRED o 0 0 0 0 011j. 3 � � � � � � a a a a � �� ❑ �� COMPACTED TO 98/o MAX DRY°���//�//�//�//�//�//�//�////�//V//� 6"MINUS UNCRUSHED AGGREGATE BASE 4"THICKNESS OF/"MINUS CRUSHED AGGREGATE BASE a o o � �0 0 0 C4 \ \ \ \ \ \ \ \ \ \ \ ° �O ��O ��O ��O C COMPACTEDT095/°MAXDRYDENSITYPERASTMD1557 ��� DENSITY PER ASTM D1557 \//A//A//A//A//A//A////A//A//A//A//A /�' COMPACTED TO 98/o MAX DRY DENSITY O ��O �� O ��O �C o 0 0 0 0 0 a 4000 PSI �� V�VAiAA%�A%�A%�A%�A% A%AA/AA%AA%AA/A/A/A/A/AA/AA%AA%AA%�A%� PER ASTM D 1557 [� ������ O O O O 12"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE a a a m CONCRETE' o= SUBGRADE SHALL BE PREPARED AND PROOF SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 a co a Q a 4 a o o CURB o 0 \\\ _ \- APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO ���\V%A\\V� ��\�\ �� �� g2 �� A� A) ASV \ �� ,� GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS ����� a o 0 0 0 0 0 0 zw PLACEMENT OF ANY GRANULAR STRUCTURAL FILL 6"MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 // // // // // // z \\j\\\j\\j\\j\\j\\j\\j` a AT LOCATIONS WITH 6" CURB REVEAL SUBGRADE SHALL BE PREPARED AND PROOF �O� / / COMPACTED PER THE SITE PREPARATION SECTION NOTES OF THE GEOTECHNICAL REPORT AND BE APPROVED //////////////////////// BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR O O \ \ \\\\%\\\/\\%\\%\\%\\%\\% 66 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI �� o 0 0 0 0 0 0 0 0 //�A��V��V��V��V�/�A��V� > 1. SEE SITE PLANS PLAN FOR SIDEWALK WIDTHS AND LOCATIONS. TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR o 6"THICKNESS OF 314"MINUS w O WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL COMPLY /j< w w>_ STRUCTURAL FILL 'CRUSHED AGGREGATE BASE 2. ALL SUBGRADE,SUB-BASE,AND BASE MATERIALS SHALL TO BE COMPACTED WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. O o 0 0 0 0 0 0 0 0 O TO EXCEED 95%MAX DRY DENSITY PER ASTM D1557 AS PER THE COMPACTED TO 95%MAX DRY GEOTECHNICAL REPORT. 7. A CURING COMPOUND SHALL BE APPLIED TO ALL EXTERIOR CONCRETE �pO o 0 0 0 0 0 0 0 0 // DENSITY PER ASTM D1557 w SURFACES AS PER THE GEOTECHNICAL REPORT. NOTES l 3. CROSS SLOPE OF SIDEWALK NOT TO EXCEED 1.50%+/-0.50%' g. PROVIDE MEDIUM TO FINE TEXTURED BROOM FINISH. 1. ALL BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT ' ' ' ' 12" ' // / /j\\// / / / /j/ zo N 4. SCORE AT INTERVALS AS SHOWN ON THE SITE PLAN. GEOTECHNICAL REPORT. 2. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY i i i A \ VA VA \ VA VA VA \ V A/VA/VA/VA/ o w04, 5. CONCRETE JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE WITH DIVISION 800 OF THE ISPWC. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PROJECT GEOTECHNICAL REPORT, 3. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICALID PREPARED AND PROOF REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. `/jAA/jAA/jAA/j� ��/��A/VA�VA���/��A/i��//��//��//��/ ��/ VOAC; ED PER THE SITE PREPARATION SECTION z� GRANULAR STRUCTURAL OF THE GEOTECHNICAL REPORT AND BE APPROVED J a um FILL AS REQUIRED BY BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR z o3 THICKENED EDGE CONCRETE SIDEWALK 6 5 NOTES SITE CONDITIONS TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR GRAVEL SECTION STRUCTURAL FILL W G D.4 G D.4 1. GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR 0 2. BASE:4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL,PLACE AS SPECIFIED UNDER z z O SECTION-802 ISPWC;COMPACTED TO EXCEED 95%MAX DRY DENSITY PER ASTM D1557 Z Lu _ � w O 3. CONTINUOUS PLACEMENT PREFERRED,SCORE INTERVALS 10 FEET MAXIMUM SPACING(8 FEET WISIDEWALK). Q m z o J ❑ o c.o 4. MATERIALS AND CONSTRUCTION INCOMPLIANCE WITH ISPWC SPECIFICATIONS. a 0- ' z 5. BACKFILL AS PER SECTION-706. ♦n o Lu w a u- V a a ❑ AO' 6. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A MINIMUM Z `\ COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL COMPLY WITH THE JOB NUMBER: ITD REQUIREMENT FOR URBAN CONCRETE. O FOB 0 `f C og IDB2355 m �O 0� DATE: 10-2-23 O� SHEET NUMBER: CONCRETE RIBBON CURB 4 o� G Lmu GD.4 Lu W GDE4 J 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' 2.00' 1.75%+/_0.25% 1.75%+/ 0.25% 2% 2% � //vV//VAS/VAS/VAS/VAS/VAS/VAS/VAS/�A , VVAA////A�VV AA/ A/ � TVPVA AVA//w, �*TVP% 0 - _ CONCRETEV/�V//�// /% �i� /i//�/jV//�//�//��/�//� /, //V//V//�/i �ONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 2.5"THICKNESS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL 7 aQ STANDARD DRAWING SD-709 COMPACTED TO 95%OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 d C s a p 4.0"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE O �, _ E'3 a w LL V 7 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 6"VERTICAL CURB(TBC)PER 3"ROLLED CURB(TRC) ACHD SUPPLEMENTAL 14.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE PER ACHD SUPPLEMENTAL CL W - STANDARD DRAWING SD-701 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-702 E STRIPPED,PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL u > '¢ -COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 d - � d d - s 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 C a a E THERETO. !3 E - ¢ 0 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". d m w o 'm 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. W. MALBAR ST. + N ARCTIC FOX WAY TYPICAL ROADWAY SECTION (PUBLIC 33/47) m m "� MFQ9E DOOM STA 1+18.63 TO 14+25.99 - 1800-342-1585 1 RD.O N U w J U) Q 0 0 J 2 10.00'PUID EASEMENT 47.00'ROW 10.00'PUID EASEMENT C z 33.00'TRC TO TRC w O C/L � Z Q � Q 16.50' 16.50' 0 0 2.00' 5.00' 2.00' 2.00' 5.00' 2.00' m 1.75% 1.75%+/-0.25% U) +/-0.25% 2% 2% �77/\\/\\/\\/ / i o a s o a o a s ado a / / / / / / / / /� C7 \\\ \\ \\ \\ \\ \\ \\ Q 0.50' //A \//A//A/ //� (Q / w �r /TYP. CONCRETE SIDEWALK /i// / //\//. /// / / // / / / /\ i. \\ /\//\//\///\//\//\//\//,\//\\//\\//\\//\\//\\//\///\///.\// \ \//\/\ Q / / // // /�// / // CCNCRETE SIDEWALK F (n PER ACHD SUPPLEMENTAL 2.5"THICKNESS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL U STANDARD DRAWING SD-709 COMPACTED TO 95%OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 w w Z 0 4.0"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE O Of d 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 SSOAL ENG STRIPPED,PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL Q���G�STE �ifiFF 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". J'J 10-2-23 `,'2`� 3. AGGREGATE BASE MATERIALS INUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE) (4. ALL SUBGRADES,STRUCTURAL FIL M LMA MATERIALS AND PLACEMENTSMATERIALS SHALL BE APPROVED BY ACHD PR ORTO CO I TH DIVISION 800 OF THE ISPWC. COVERING UP THE WORK OR PLACING SUBSEQUENT L o LIFTS. �Oss K E?,\ 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. • m •• 0 co at, cc • co • • •• • �• •• W. DIRECTOR ST. TYPICAL ROADWAY SECTION (PUBLIC 33/47) • 'cf) C\j' C\j' ' • STA 1+18.50 TO 2+38.50 N 2 o RD.O r O w Q =z o a ow N Qa �a O z ¢z 1 gW m oo oa 03 og a� O > >z � O� w> s� �Y M1 � N J� �= N �3 1 0 O o- ca Lu Z O� J w °a c? O(6 ( a m z co 1 M w ° NN m N w Q U X Z p � w a O H a 0- o N !� 1 JOB NUMBER: 1 O IDB2355 m Q�O,` DATE: 10-2-23 r SHEET NUMBER: c* �0 F a RD.0 1 w O p T_ cc j `0 / a Il I 7-5 I � -3 W" 257900 � 0 --- - I- SAGARRA PH 1 a, I :.` a o Keyed Notes O IL 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL - o / 6-5 a STANDARD DRAWING SD-702 - SEE 1/RD.6 . co 2. 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD F T 7\ Q I /� k JL DRAWING SD-701 -(SEE 2/RD.6). i I I// / 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING IL / - - -- DI _ �_ c -_ _�_ _. -:w=�. ,`�_: W. RECTOR LN. (PRIVATE) � -_- - - sDao9 -(SEE 4/RD.6). -2579 - / ' 5-5 Z I 4. CONCRETE DRIVEWAY WITH SIDEWALK AROUND APPROACH PER ACHD �\ / I / N -- !` ■ STANDARD SUPPLEMENTAL DRAWING SD-710A-(SEE 6/RD.6). _ U �:• \ I I� I - - - -- 5. TRANSITION FROM VERTICAL CURB AND GUTTER TO ROLLED CURB AND - y / / i I. Z LIP2578.99 ■ .0 o L . /I YI / / ��,�� - - - - I �I + GUTTER. MAXIMUM LONGITUDINAL SIDEWALK SLOPE MEASURED IN o ° I 5 13.86,14.1T L I I I a I / I iR / ( / /� 4 J -- I; I I I I I TBC:2579.52 I THE DIRECTION OF TRAVEL SHALL BE 4.9%WITH NO TOLERANCE ABOVE d o c o L 1+16.72,40.35'L/ 1+36.71,16.50'L ----- --- � I I 4+20.44,16.W L 1 5+25.50,10.00'L 5+72.94,16.50'L ? I 4.9% O .2 o 3 ti TBC:2578.43 I TBC:2579.51 LIP:2578.97 TBC:2579.44 0 TBC-MA:2578.14 I / - a I 25-5 1 1 1 5+05.70,16.50'L I I I I 6. ASPHALT PAVEMENT SECTION (SEE RD.0). 1 I B 9 1+42.84 - - , 1 I< hl I 2 -5 1 27-5 TBC:2579.55 I 29 5 30-5 I I31-5 - 32-5 1 1 33-5 34-5 1 1 35-5- - 36-5 a 13 CL:2578.28 3-5 I 0 4-5 I I II I I I -A 1 7. SEE STORM DRAIN ON "SD" SHEETS. c E- y ° N ?sj9 I I° - I I 1 4+81.44,16.50,L 1 1 1 �� I I O / \ 9 2+81.96,16.50'L I3+89.94,16.50'L 1 4+60.19,16.50'L 1 1 5+33.14,14.17'L = 6+03.44,16.50'L 6+33.94,16.50'L 1 6+64.44,16.50'L 6+94.94,16.50'L 8. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING U = y t 1+47.84,16.50'L - TBC:2578.93 TBC:2579.38 TBC:2579.59 I ` - 1 TBC: :2579.4 TBC:2579.68 TBC:2579.80 TBC:2579.92 SD a� 2578.38 - - ---- -- - --- - a 1 I I I TBC: 1 1 TBC:2579.56 SD-712H, TYPE H2. PROVIDE TRUNCATED DOMES PER ISPWC -712. O - 9 Q . 1 / L5+41.31,16.50'L THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. 4'X 4' L y 4+50.94,16.50'L TBC:2579.31 --- Q N o y N 2579.63 g LANDING REQUIRED AT TOP OF RAMP AS DEPICTED. THE PEDESTRIAN N - H o 0 TOLERANCE e I 1+18.631TUDINALSHALLNOTEXCEED c=a o" � " i I CL:2577.851 a �z` 3 w °• 3 N IS DLONGI ABOVE THE INDICATEDSLOPE REQUIREMENTS. SEE A a m w a T o W-1+47.84 -g 8W La DETAIL ACHD SD-712H 5/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP 1+00 I I �� 15 8W 8W 4+60.19- ~ �' g 8 8W gW 3 a, w GRADING. I CL:2578.25 2 26.00' 8 W 8 W 8 W- 8 W W si 0.5°�° 8 W 5+41.31 2+00 2519 0 CL:2579.54 _Fy 6� s•s% -0.5i .0.5�° I I 10 3+00 \ o 0 4+00 2 5+00 CL:2579.18 ■ olo =, 6+00 7+00 2 ■ � 9. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C. PROVIDE ' \\ I I s - 11 5- 1 3+13.03,16.50'L 3+51.03,16.50'L 10 W TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS ' o_sr TBC:2579.06 TBC:2579.22 W. MALBAR ST. 1 5+05.70 A.5l° -°.5i -o.s% 1 ■ = SLOPE SHALL NOT EXCEED 1.5%. 4'X 4' LANDING REQUIRED AT TOP OF / I CL:2579.36 0.5�° �- -o.s� ■ V) .• ° � RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE _ 2.00' - - - --�' ■ W SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE - - - - - - p - - - -- W I R2p p0, I 7 - - - / - - 7 - - - - - - - - � INDICATED SLOPE REQUIREMENTS. SEE DETAIL 8/RD.6. SEE SHEET RD.5 - - - C INE \ 7 ��` FOR PEDESTRIAN RAMP GRADING. ____ 10. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT 448-HOURS 1+47.84,16.50'R 1+98.50,16.50'R 2+63.50,16.50'R 3+28.50,16.50'R / 4+58.50,16.50'R 5+05.70,16.50'R 5+41.31,16.50'R --_ 1 EXCEED 1.9°/ IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE 1+16.56,40.00'R g ° BEFORE DIGGING h TRC:2578.17 1 TRC:2578.38 I TRC:2578.65 TRC:2578.92 / TRC:2579.46 TRC:2579.28 TRC:2579.10 6+53.50,16.50'R 7+18.50,16.50'R ■ A TOLERANCE ABOVE 2.0°/. PAVEMENT THAT DOES NOT COMPLY TBC-MA: m l g � � 1 1 / _ i I I I TRC:2579.55 TRC: ° 1-800-342-1585 1+42.84,16.50'R 1 1 / 3+93.50,16.50'R 4+60.19,16.50'R 5+33.14,14.17'R 1 - I ■ SHALL BE REMOVED AND REPLACED. 1 ° I TRC:2578.40 '1`1% I / TRC:2579.19 1/J TRC: 6.50- 6 1 5+13.86,14.17'R J - TRC:2579.14 I 5+88.50,16.50'R J 1 -- I 11. GRADE BREAK. o / TRC:2579.25 -- TRC:2579.29 --- 2-3 3-3 �i�� / �� - Q 1 m 5�9� 4-3 ,\ 5-3 / 6-3 8-3 \\ _---- ■ 12. ACHD SIDEWALK EASEMENT. --7-3 14, 1+36.71,16.50'R �ti i -- _ 2580 - 9-3 10-3 ■ Q I uu o 1 / _ - 13. SAWCUT AND MATCH EXISTING CURB. c14 1 > TBC:2578.43 - - 5+21.50,10.00'R 5+25.50,10.00'R ■ LLI N 1 �' Q I l II 1 h2� I 1 LIP:2578.99 1 LIP:2578.97 I ■ 14. SAWCUT AND MATCH EXISTING ASPHALT -(ISPWC SD-301,AND ACHD (� 1 Q m h I I I I / '' 1 I 1 l ■ SUPPLEMENTAL STD. DWG SD-303). J = SS MHI Rinll� -- 1 / I 2580 1 1 I ■ 15. RELOCATE EXISTING PRESSURE IRRIGATION -SEE LANDSCAPE PLANS _ CL ----48' Ind 62. U' j L _ _ _ - / ■ FOR PRESSURE IRRIGATION REQUIREMENTS. N Z -S 8" In 62. W 3 --- ------------- ------------- -------�--- ------__--- - --------- -\-�-------- ----- ---- -------------- -- ■ Lu O 0 Z PI _ - - E.G.- - - -6. 11 - -6 E.G. - Li.PI E.G. rP 6P1.c. - Fi21.c. 1iPL LPL 6pJ _ f?g -- 2581P- - 6P1 - - J� 1 E.G.__ -- E.G. E.G. - -- _-- �G� 0 Q �- m oo v 1 � _ E.G.--- ---_ -----� E.G. E.G. ,I Q � _ Notes Z) w E.G. E.G. ------E.G.----- E.G E.G. E G cc ---__- -- --N -- -------------------- --------------IDP --_- ---_----\\`- G i ----- ---- - --- GF48 C }8- 6i48 ---�148---�f 48 GW5 6F4!}-- _fif46----�14$ _ -----8---- -------2581 -��-- ---- ------ ___ L ` - 8 GI48 -- _148-- -�143 -� SOP------------=---_---------- -T4� --------- ---------------------- ---------- ----- 1.��' _____ ___- - - - - -_____ __ ¢a----++a--- -cHa� � FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD _ - - - -_ - NORTH SLOUGH (TILED) - __ - - - - - - - - - - TAD _�� Tpp-■ INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR Q � w � m psi -x ��� ■ TO REQUESTING INSPECTION. F Q 9 - c/) 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO w N NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC z 0 W. MALBAR ST. (STA 1+00 TO 7+40) SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL ° a MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC 0 30 60 SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST ANAL N FEET REPORTS. �G�STE "CO 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN Q� F ASPHALT PAVEMENT AREAS. 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS 3 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40 REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING (P 10-2-23 DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH 9TF OF �QP THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE {( ER�C�S� WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. 2588 2588 • - . . . - oo M Lo N N • • . • • Op a0 ti lf') j L c• •• 00 •• • • C ti D N N + J J J m U + v �' ) o � ti 1 I 1 10'ACHD 1 � U U oN riN +-ZT o J N - SIDEWALK EASEMENT " 2584 ' " co + J 2584 12 O 0 Lo 9 ° 4.00' APPROXIMATE EXISTING 9 o N Fo 1 w GRADE AT ROADWAY CENTERLINE o o o W 8W '�'- g 2 W 8W vi a& \\ 2 C - >a O 2580 2580 0 5+00UJI .41% M N LL o o N M 3 0 - ` ° .50/o - °o M o tj LL 10 c o" 1 W. MALBAR ST. N a FINISHED GRADE AT 1 1 -0.52% ROADWAY CENTERLINE •`4.00' ci No DI-2A �, _°y° ® 0 2 w rl/ 2576 2576 s ��7- - - - - -o - - - - 65 o I Di-i6 o > cn w O .41 ,o ^ w>-DI IA DI-1 B O 0 K U O _ �Z ------- a pl to---------- - ----------------- U J a LL W SG#2 ~ M ACHD SEEPAGE BED#2 O SG#1 DETAIL - 1 Jz ~ �a 2572 2572 pC Nk N w3 1 ACHD SEEPAGE BED#1 + j o 3 u a YY O o3 THE CENTERLINE SLOPE SHOWN TO BE Z 2.51%IS A PROJECTED ELEVATION TO y ESTABLISH CURB ELEVATIONS. THE 2568 ACTUAL CENTERLINE PAVEMENT GRADE 2568 SHALL BE SHIFTED DOWN THE y ROADWAY ALIGNMENT AS SHOWN TO O OPE OF 1.7%WITHIN HE PEDESTRIANLROUTE Qi c9 > 00 w O OF THE INTERSECTING STREET. z r Z oo 1 m oo ASPHALT WITH NON-CONFORMING J o 0 co o o } SLOPES SHALL BE REMOVED AND a � Y N 0° REPLACED w w U Z 2564 2564 JOB NUMBER: J�pF IDB2355 m 0 HORIZ.SCALE:1"=30' ��Q,`G�� a DATE: 10-2-23 W MALBA S ■ (S A 1 00 TO ' +4 ) VERT.SCALE:1"_ O� SHEET NUMBER 2560 2560 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40 W Q R D. 1 w SEE SHEET RDA ■■■■■ ■ ■ ■I■■■■■■■■■ ■■,■■' ■■■ ■ mllmmmmmmmmmmmm ■ ■ w ■ ICI \ I 11-3 ■ Keyed Notes O 47.00 ROW 7+47.55,16.50'L ^ If 33.00' TBC:2580.14 ; JL I N. BRYNNER LN. (PRIVATE) 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL I \I 7+83.50,16.50'R I I 1 2 \ \ STANDARD DRAWING SD-702 -(SEE 1/RD.6). II TRC:2580.07 I 3 I I _ \ 2580 2. 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD 3 �- DRAWING SD-701 -(SEE 2/RD.6). H I 8+03.34,16.50'L - - - - TBC:2580.36 I\ \I 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING lol m I \ 8+81.97,16.50'L 9+05.15,16.50 L 9+35.65,16.50'L 10+54.15,16.50'L 10+84.65,16.50'L �I I Q 37-5 TBC:2580.04 TBC:2579.95 TBC:2579.75 TBC:2579.36 TBC:2579.23 I ■ SD-709 -(SEE 4/RD.6). I 8+03.34,16.50'R I m I \ I \ J I ■ 4. ASPHALT PAVEMENT SECTION SEE RD.O.50'L ( )' LV I TRC:2580.15 Q o I �1 I I I \ I38-5 39-5 40-5 41-5\ 579.48 I 43-5 44-5 I 45-55. SEE STORM DRAIN ON "SD" SHEETS. `U9+62.65,16I I -I �' I I 6. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING 4 35� I I TBC:2579 t o 12-3 II I R3 _25ao- I I 11 \ 0 25ao - ■ THE P DESTRIAN RAMP CIROSS SLOPE SHALO NOT EXCEED 1.5°D.74'X 4' IIL oO \ 8+03.34 - y 9+7 ■ o- I \ TBC8 ----- -- - - - LANDING REQUIRED AT TOP OF RAMP AS DEPICTED. THE PEDESTRIAN co) I \\ CL:2580.23 \ boo ■ RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE No y y C IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS SEE - -- --- - ---T=1 0 GRADING. HD SD 712H 5/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP Q U NL DETAIL AC - I I I 2 4 CL:2579.56 10+07.81 25I9 \� c ` 8+26.83,16.50'R 9+00 \ CL:2579.41 2 <` 7. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C. PROVIDE L L I \ 10+00 4 5 11+00 ■ Q o a TT. I I TRC:2580.06 - g b ly W TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS N N H o o y o \ - g+g1.97 M'� $ W SLOPE SHALL NOT EXCEED 1.5%. 4'X 4' LANDING REQUIRED AT TOP OF c a ° E d CL:2579.92 \ / 9 N. ARCTIC FOX WAY 1 RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE y 8 LIP:2579.33 8W ■ a m w a T o m I \ o° '� / 8W 8W 8W 7 W SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE 8+54.40,16.50'R _ �� ° . �� -� 0.4% �p 1.5% \ - 3 ' `� o- 3 W INDICATED SLOPE REQUIREMENTS. SEE DETAIL 8/RD.6. SEE SHEET RD.5 \ TRC:2579.95 FOR PEDESTRIAN RAMP GRADING. I I 9 / �� I : 8. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712G. PROVIDE ' \ X �I 13-3 � 6 �� - - -- - TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS ' 8+81.97,16.50'R 9+34.81 / / T - �I \ // °� 6 SLOPE SHALL NOT EXCEED 1.5%. 5'X 5' LANDING REQUIRED AT TOP OF h TRC:2579.84 `&o CL:2579.71 6 10 ' 10+07.81,16.50'R 10+59.81,16.50'R ■ I � 6 I ■ RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE TRC:2579.33 I TRC:2579.12 SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE g+34.81,16.50'R I � 1 1 I / I TRC:2579.62 I I '' / I I I I ■ INDICATED SLOPE REQUIREMENTS. SEE DETAIL 8/RD.6. SEE SHEET RD.5 I CONTACT DMINE 14-3 �\\ I �� 2s8o`■ FOR PEDESTRIAN RAMP GRADING. I I I : _ 15-3 47.00,ROW I �4 2-4 ■ 48-HOURS 33.00' 9. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT BEFORE DIGgNC 9+54.81,36.50'R I I 9+87.81,36.50'R ■ EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE TRC:2579.62 3 3 I TRC:2579.62 �2s I A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY - - �-1 80, SHALL BE REMOVED AND REPLACED. \ c I I � I - ■ -E.c. --- - - -�� I ■ 10. GRADE BREAK. - -- -- - -- --- I --- � � 11. ACHD SIDEWALK EASEMENT. t - / U - - - - - - -■ U U7 II Lu Notes J \6P1\ I 6P1 6P1 6P1 6Pi - 31311 6P1 6P1 /6P1 ■ N Z 0 .�U v , p - --- ------� y+ ------_ O I ----- ---_ ------ ----- ---- --- -�-- = ------ -_ -- - 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD Z _ NORTH SLO HGU (T LED - - i -- c ci --- - j INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR = j Q - - - ) NORTH SLOUGH (TILED) - - TO REQUESTING INSPECTION. p 0 X � 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN Q m Lu ■ CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO U7 0 NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC Q < SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL W. MALBAR ST. + N. ARCTIC FOX WAY (STA 7�40 TO 11+10 MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC Q) SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST U) w REPORTS. � 0 30 60 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN w w FEET ASPHALT PAVEMENT AREAS. o 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS ° a REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH SS\0AL FNG THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE O��t, STE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE Q� F O DURATION OF CONSTRUCTION. 3 s� 10-2-23 �o + + + + + + /po�TF OF \QP o� SS /( ER\��S 2588 2588 - • • . . . - .• .- . . M • • . • N 0• 0• 0• O • • • • • N co Lo Lei r C) v "' `°' N t J + J Q N cl) III 2584 U U J 2584 N O r APPROXIMATE EXISTING O GRADE AT ROADWAY 0 N 10 CENTERLINE r o a'b o w + �. N a0 O 2580 0.40% -0,4Q% 2580 ° -0.40% x N -0.40% H o o O �m Q FINISHED GRADE AT 00 ROADWAY CENTERLINE + ci 03 Z wz 2576 2576 ~ ° o w= r w � �_ 0 w� o �z O a .o �r U JW MaLL o =. N � O J� oa 2572 2572 ow N Y k , - U¢ ACHD SEEPAGE BED#3LLN F V II� 3 Q O 00 Z 2568 2568 F U W rn a cD Q °}0 Z 't °° H W O N N ° J w Q U Z 2564 2564 a of � W LL a • JOB NUMBER: OJ�p`o� ID62355 . MAL AR T. � N. AR TIC FOX W Y (STA 7+40 To 11 10) V RT.SCALE DATE: 10-2-23 : 1'1-3 ,� pQQ��G 3 SHEET NUMBER s 2560 2560 Gp Q 7+40 8+00 9+00 10+00 11+0a1+10 F Q RD.2 WQ W r �/ / / ■ f F V I R2-5■ \23-5 Q \�V A \ Keyed Notes O LIP-MA:2580.45 /g 12SD \ - _ - 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL TBC MA:2580.87 N. BRYNNER LN. (PRIVATE) \ G / \ \ / 12SD \� //" \� \ \ STANDARD DRAWING SD-702 -(SEE 1/RD.6). / m0 / ■ \\ F \\ q\\ •' \\\ 'Q� \ \ \ _ _ _ 2. 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD / /� ■ -- \ \ \ DRAWING SD-701 -(SEE 2/RD.6). ill � � 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING TBC:2580.95 / •.. VSD-709 -(SEE 4/RD.6). / 11+15.15,16.50'L 111+79.88,16.50'L I6.65,16.50'L 12+37.15,16.50'L I .O \LIP:2580.53 / / TBC:2579.11 TBC:2578.85 :2578.98 TBC:2579.12 N '° 4. TRANSITION FROM VERTICAL CURB AND GUTTER TO ROLLED CURB AND \ � \ GUTTER. MAXIMUM LONGITUDINAL SIDEWALK SLOPE MEASURED IN 12+73.81,16.50'L �i/ 46-5 47-5 48-5 I -5- J o-5 ��� \TBC:2579.30 I e '• \ \ \ \ _ �.� \ \ THE DIRECTION OF TRAVEL SHALL BE 4.9%WITH NO TOLERANCE ABOVE v Q 11+45.65,16.50'L I \ I \ I• • \ 'ss \ \ z 4.9% 7 o a CON-MA:2580.57 o \ 3 s / I I TBC:2578.99 I � � \ I•.. \ \ do \ 4 \ \ a � 16 ■ 26.00' \ L 5. CONCRETE DRIVEWAY WITH SIDEWALK AROUND APPROACH PER ACHD s e y CON-MA:2580.63 I I \ r° \ \ \ 0 .2 \ I I STANDARD SUPPLEMENTAL DRAWING SD-710A-(SEE 6/RD.6). LL v a Q jboo" / / 14 14°oa o / / ■ - - - 7 - 8 p `• -9 �� 6. ASPHALT PAVEMENT SECTION (SEE RD.0). >a3=y y CV _ -- r 2519 7. SEE STORM DRAIN ON "SD" SHEETS. c E o d s d ° O "w 8. ACHD SIDEWALK EASEMENT. � U �� y 2 so ■ "1711+67.03 12+73.81 I 9. SAWCUT AND MATCH EXISTING CURB. m - a a / 25W 13+35.85,16.50'L I \ // / ° O• \ /�y , ~ ■ 2 CL:2578.49 0 2 CL:2579.17 ?78z' I \ I \ Q +`' o N N / W 12+00 ^ o � TBC:2579.59 \ I 10. SAWCUT AND MATCH EXISTING ASPHALT -(ISPWC SD-301, AND ACHD rn N o o = o _ M r3,c' \ 13+97.90,16.50'L \\ I I SUPPLEMENTAL STD. DWG SD-303). E a E d 1 N.ARCTIC FOX WAY 11+79.88 1 `DO 6y0 �TBC:2579.89 3' 11. RETAIN & PROTECT EXISTING PRESSURE IRRIGATION AND CASING -SEE a r 14 3a i' ,� V� ■ 8W 8W CL:2578.73 W 6 8W ?S79 00 �6 G \ I 1 I I I >o� m /� ° ��/ i W ■ h0 \ I \ \ I LANDSCAPE PLANS FOR PRESSURE IRRIGATION REQUIREMENTS. / `/� Q� �\ \ I', CON-MA:2579.77 TBC 58 2581.17 // / / i 3 o 3 S CON:2580.50 3 £ II 12. 6" THICKNESS CONCRETE SIDEWALK COINCIDING WITH RAMP WIDTH LIP-MA:2580.75 / \ ° / / ■ - - - - - I A5 I I / PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 1 / ----- ' : ° \ 0 2580.73 CON-MA:2579.85 / 13. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C. PROVIDE ' ^/ / -__- -- \ 6 CON:I \ \ / F \� I / TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS ■ O I g / / ■ �3^�� � g g V \ SLOPE SHALL NOT EXCEED 1.9%. THE PEDESTRIAN RAMP ° a / I ■ I 11+19.81,16.50'R 25"9 I 11+79.81,16.50'R I �J \ �� 10 I I \ I LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS CON-MA:2580.94 -\� i I TRC:2578.88 I TRC:2578.64 12+73.81,16.50'R 13+35.85 3 �foo F \ ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE DETAIL /CON-MA:2581.00 / /°° /� / I 's I I TRC:2579.09 �\ CL:2579.47 0 �R849 +L&=r-� ----- 8/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP GRADING. CONTACT DICaLINE d a a i �O 1 y / 6 .2.7% I / o W V , 48-HOURS 3-4 4 4 5-4 �� / �S' 14+25.99,16.50'L o � F' / 14. REMOVE EXISTING SIDEWALK, PEDESTRIAN RAMP AND CURB AND / / a uj a i ° �' \ / 14+00 - -TBC-MA:2580.66 -`V co a' 8S 15+00- 15+2 3 GUTTER WITHIN NEW IMPROVEMENT LIMIT. BEFORE DIGGING oe ° o // \ - _ 13+35.85,16.50'R II I \G / / 2 11 --- - -- -- - 15. RELOCATE STREET LIGHT - SEE STREET LIGHT PLANS FOR 1- -'342-1N�J a ° � g I -- 12+39.81,16.50'R -- -\ G� 13+97.90 g 1 10 8 14+25.99 - 8 - t O / I -- I TRC:2579.38 E O TRC:2578.93 I O`2 CL:2579.76 4 CL-MA:2579.92 REQUIREMENTS. / a a ° / I I I \\ I E QUO o~/ 9 0O 14+51 LIP MA, 29;2R 10 I 14+91.85,28.13'R 16. SAWCUT AND MATCH EXISTING SIDEWALK. i E.G G. 3 ' QO' 2 -LIP-MA:2579.32 - - - - - - - _ � _ _ _ _ _ mod 17. PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL FIELD / 1� `�5$ ° ° ° d °// ° a ° ° a ----- __ _ E.G. / ®® -1 O - - - - 2 Q 0 C14 1�1 // // oe / s a E.G. 7G -' J i 13+97.90,16.50'R 3 114 I VERIFY AND CONFIRM THAT THERE IS 1.0/o TO 4.0/o DOWNWARD SLOPE W - TRC:2579.68- 8 _ _ _ FROM THE PAVEMENT SAWCUT LINE TOWARDS THE LIP OF GUTTER 0 42 ° a a ° ° - - - - --� t \" 31gA tR26•41' 3 WIHT GUTTER POSITIVE FLOW IN THE DIRECTION INDICATED. NOTIFY J Q --a--------�----=- 4- ■ E.G. ---- 14+17.99,16.50'R � 1 1 11 I W 91 6P1 J/ 6P1 6F 6P1 �=- - TRC:2579.78 3 2.00' 12 N Z 0 - + W 25 _ - 14 25.99 16.50'R - �/ 79 - -- 11 - 13 � / // �/ /oe `j \ �• -_= ---------- 6-4 3� _ TBC-MA:2580.11 2.00' I Notes U _ i ------- 14 Q Z ---------- / F --------------- __= ---- CON:2580.19TT --- - I 2 _ s _ Q __ _14+gg,56,40.59'R // /�/ / / i ■ - - - - - - ,_-NORTH SLOUGH (TILED)- ___------ II 12 13 g 2 g --LIP-MA:2579.20 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD pip // -y-mot 3%11 CON:2580.03 ' 14+88.34,56.09'R Q / 14+56, 3,53.64'R _ _ INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR W co LIP-MA:2579.06 LIP-MA:2579.07 - TO REQUESTING INSPECTION. Q ■ 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN N CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO W. ORCHARD PARK DR. APPROACH REMOVAL N. ARCTIC FOX WAY (STA 11+10 TO 14+72.90) NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC F SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL F 07 0 10 20 2 0 30 6o MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST z Lu U FEET FEET REPORTS. 0 O d 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ASPHALT PAVEMENT AREAS. S�QNAL FN 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS t`S Gj REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING �STE FO OFF DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER,AND DRAINAGE OF SURFACE 3 WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE 11+10 12+00 13+00 14+00 14+73 DURATION OF CONSTRUCTION. �� 10-2-23 OF ER 2588 2588 't • - • . . .(0 (0 .. :o N • - O ti Of Lp 04 M O'i 00 1­ 1� N N • 1 1� OO � M N O+! J .. - 00 N M J V CID • N 2584 " C " 2584 + J 0 O W `n ~ N .o ow N0 z� O 2580 0 2580 0 N 0.47% o l 0.40% - ^ s� O g Q �m O ' ZQ N VFINISHED GRADE AT APPROXIMATE EXISTING ci ROADWAY CENTERLINE GRADE AT ROADWAY PI ~ 3 O a5 2576 DI-2A CENTERLINE 2576 L 0 r DI-2B r w � �� o O WJ .; o '.s o U to Q .s , �U o �w M aLL SG#2 + cS O Z� � OU d 2572 2572 a �w N Y k ,U¢ w3 /w O v+ r �/ L 3 u Y Z o3 ACHD SEEPAGE BED#3 x 2568 2568 x 0 U Z O W J �00 o < > ,6 (6 w Q m It'It Z 00 op a' ' H W O N N m M U Z a a TW �� o o 2564 2564 a a o JOB NUMBER: ID62355 m - DATE: 10-2-23 A CT C F X A (STA11 10to 1 +7 90) HORIZ.SC LE:1"-30' P � � VERT.SC LE:1"=3' O��0&\� �C SHEET NUMBER: CIO 2560 2560 ' J a 11+10 12+00 13+00 14+00 14+73 W O RDm3 OG Q W r i i I I I I L I I \ , 1 Keyed Notes O 45-5 -- 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL ----- 33.00' 2-4 I r 1 I j j l STANDARD DRAWING SD-702 -(SEE 1/RD.6). - ° I 'I i - cD I ° - - 47.00' 2. 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD I6 27 \ DRAWING SD-701 -(SEE 2/RD.6). 44-5 \I I X 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING � SD-709 -(SEE 4/RD.6). _ _ _ _ - / II y w 4. CONCRETE DRIVEWAY WITH SIDEWALK AROUND APPROACH PER ACHD II h �' �I co 1 1 \F' STANDARD SUPPLEMENTAL DRAWING SD-710A-(SEE 6/RD.6). U N p I / j 1 1/= 5. ASPHALT PAVEMENT SECTION (SEE RD.0). 2 0 1 1 / 6. SEE STORM DRAIN ON "SD" SHEETS. 3 1 41 3 U 11+16.50,36.50'L �`'� I I N� / d 43 it U 1 3 I TRC:2579.33 I I I // \ 7. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING `p '3 0 Q SD-712H, TYPE H2. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. y >` ❑ 1 = i Ea3 yy "' 1 1 1-/4 1 11 1 1 / THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. 4'X 4' - - Z r ,. _ / I / I p LANDING REQUIRED AT TOP OF RAMP AS DEPICTED. THE PEDESTRIAN c E r d N 5 -�_ 1+36.50,16.50'L v 0 eay L / _ TRC:2579.62 I /� 1 I I Z RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE I 7 1, I 13 1 IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE Q a 4-2-5-�= I 10 /� 7 ��o I I 4 DETAIL ACHD SD-712H 5/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP --F a GRADING. Q � z N k / __ /� R 20 19 EXISTING 4' m 5 0 II 9 W�- -- - SIDEWALK - - - , _ 8. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C. PROVIDE o o .TRUNCATED DOMES PER ISPWC SD-712 THE PEDESTRIAN RAMP CROSS a `L y 1+18.50 p0 3 1 °� __ SLOPE SHALL NOT EXCEED 1.5%. 4'X 4' LANDING REQUIRED AT TOP OF CL:2579.27 Qti�e " 8W 8W eW - RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE �41-5 I 8w 8W-2+39.07,16.50'L aW eW- 12.00' ICI I - 1+00 4 � �W. DIRECTOR ST. � 1 � 1 15 TRC-MA:2580.03 SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE -� \ o 0 2+00 5 2+48.50 INDICATED SLOPE REQUIREMENTS. SEE DETAIL 8/RD.6. SEE SHEET RD.5 , j i ------ 2 18 10 M-o FOR PEDESTRIAN RAMP GRADING. ' _ _ T CL:257 1 16 14 CL-M 0 9. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712G. PROVIDE LIP:2579.33 obi 11 CL:2579.73 12.00' 1 �8sCL-MA:2580.11- < 3 3W 8 RS 12 TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS __-' - SLOPE SHALL NOT EXCEED 1.5%. 5'X 5' LANDING REQUIRED AT TOP OF 4'S 20 �� - -3 + 1 .°: - - - RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE CONTACT DIC,LINE 10 1 _ - - - - SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE 2+39.07,16.50'R - 48-HOURS - 4 201 19 hTRC-MA:2580.03 EXISTING 4' INDICATED SLOPE REQUIREMENTS. SEE DETAIL 8/RD.6. SEE SHEET RD.5 BEFORE DIMNC FOR PEDESTRIAN RAMP GRADING. ---- 7 / 13 SIDEWALK< 1-800-342-=5 10. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT 39-5a 1+16.50,36.50'R I 1+36.50,16.50'R TRC:2579.62 TRC: I I I I �I EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE I 3 2579.62 I A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY 6 I� � I I,J SHALL BE REMOVED AND REPLACED. 1 N I w Li 1 ~ 11. GRADE BREAK. I .3 � � ` . I I I I 1 1 Z U Lu � I 12. SAWCUT AND MATCH EXISTING CURB. 38-5 / 33.00' Q 1 11 O 13. 6" THICKNESS CONCRETE SIDEWALK COINCIDING WITH RAMP WIDTH J 2 { 47.00' I -I N PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. N Z 14. SAWCUT AND MATCH EXISTING ASPHALT -(ISPWC SD-301,AND ACHD Lu O - - 2 1 l O SUPPLEMENTAL STD. DWG SD-303). Q c_n Z i I Z 15. RETAIN & PROTECT EXISTING 48" RCP GRAVITY IRRIGATION. _ > Q 37-5 /// ^\� I 16. RETAIN & PROTECT EXISTING PRESSURE IRRIGATION AND CASING. C) 17. SEE LANDSCAPE PLANS FOR PRESSURE IRRIGATION REQUIREMENTS. < Z) Lu 18. CONCRETE VALLEY GUTTER PER ACHD SUPPLEMENT STANDARD Q DRAWING SD-708. Q 0� 8W 8W 1 I \ 14-3 w/ 19. MATCH EXISTING 4' CONCRETE SIDEWALK. Q 20. ACHD SIDEWALK EASEMENT. ((a F Q Cn w w Notes W. DIRECTOR ST. (STA 1+00 TO 2+48.50) ° TONAL E 0 30 so 1 OR SP CORK T O SITHIN THE PUBLIC ERVICES AT 08 387IGHT 6284 AF WAY CONTACT ACHDMINIMUM OF 24 OURS PRIOR ��S�G\ST FEET TO REQUESTING INSPECTION. Q 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN 3 CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO 0+80 1+00 2+00 2+48 NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC (OP 1 OF SOILSSPECIFICATIONS. PROVIDE MEETS THE REQUIREMENTSS FOR ENGI EERED FIILL PER ISPWCFY NATIVE Ross {( ER\��Sp o r_w SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST CD 1­ 0 6' REPORTS. ,n Ln o Ln • 2588 + J + J 2588 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ' . . • • ASPHALT PAVEMENT AREAS. 0• •• •• co co 0 • • z • 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS w w w REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING • • 0 0 0 0-? o DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH o 6; M THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE o `V o� "� WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE co + J N 2584 2584 DURATION OF CONSTRUCTION. O r APPROXIMATE EXISTING Oj GRADE AT ROADWAY No CENTERLINE o � ow a¢ za O � az 2580 -2.00r 239 °__ U`+�1�° 2580 0. N � 1.80°lo 740/o 0 N m FINISHED GRADE AT oz � ROADWAY CENTERLINE PI PI 0 Z w� O ry 2576 2576 pp W ° wJ 0 THE CENTERLINE SLOPE SHOWN TO BE ❑ 2.39%IS A PROJECTED ELEVATION TO 15 ♦ Ia O ESTABLISH CURB ELEVATIONS. THE N ¢ �� 1 ACTUAL CENTERLINE PAVEMENT GRADE O Jw M SHALL BE SHIFTED DOWN THE 10 ROADWAY ALIGNMENT AS SHOWN TO F zz ACHIEVE A MAXIMUM ASPHALT SLOPE J� OF 1.8%WITHIN THE PEDESTRIAN ROUTE 0 2572 OF THE INTERSECTING STREET. 2572 ♦ o. ASPHALT WITH NON-CONFORMING r w3 SLOPES SHALL BE REMOVED AND o REPLACED FLLI K Y y ° V3 Z ,F Y/ 2568 2568 r U LO F L1 JLoll, m O + < > �' CO L1J O v Q m Z � co 1 W M oc � � �� m N _ U Z Qp Lu w a LL < O � a a ❑ 2564 2564 W. IRE T R S JOB NUMBER: F0 IDB2355 m (STA 1 0 +4 ■ o �o� Q DATE 10-2-23 P HORIZ. CALF:1"=30' Rle�G � SHEET NUMBER: VERT.SCALE:1"=3' In \�O O�S Lu2560 2560 G a RDA 1 0+80 1+00 2+00 2+48 W J FG:2579.51 b FG:2579.49 0.5% M d O-d ° a d d a ° -0.3% d -0.7% ° „ a ° d ° d FG:2579.44 ° ° d ° FG:2579.42 ° ° d ° -0.5% 4 ° ° ° °dJa Q ° ° e e � d lull ° > d I p 00 a ° -8W 8W 8W 8W - 8 W 8W 8W 8W ° d OFG 2579.00 FG:2578.98 I ° a B -1.5o%o -1.M/6 0 FG:2578.99 4.00'-FG:2578.97 c co N I _ d O Sp 3 5+23.50 L---- d° V y FG:2578.19 5+00 W. MALBAR ST. ° � ° y I �oaQd FG 2577.65 FG:2578.21 d FG:2579.61 FG:2579.54 O _O =o •3 o w �t1 o°O•�o ° d ° - - LL . F a a FG:2579.40 o a 3 y y \o � � 5+23.50 FG:2577.64 FG:2578.19 4.00' U -'o ° 60 N. � FG:2579.33 ° y d FG:2578.93 FG:2578.91 v o e e O c , •7.5% , 7 \ FG:2578.33 0 1a4/o FG:2579.52 4 7.5/a Q f o 1.5/0 -1.5% ti �4 am 00 ° o FG:2579.48 V > d a o FG 2579.17 ° 'Oa FG:2578.94 FG:2578.92 FG:2579.08 •1.0% -N 4) Q a� FG:2578.28 5.00, FG'2579.14 // O 4) w FG:2577.66 7.00' o, v ° p\° \ � 9� a +, 0 0 0 E I 1.0% QO a �' o _ o o v o o<� o-10+00.12 o -6.2/o FG:2579.60 m L y o -0.5/o -0.5% o o -1.5% _ O o 0 0 d N m 'o_ w= CL a ,�° m a 4 •1.5/o 0 4 v o FG:2579.16 o •6.5% } = a E FG 2578.48 a p 0 0 -�° 14oa E a FG:2577.67 °ArO e o 7 ° f v.f ° ° d °°° ° f_ ,r \ _ d o ° ° �� m o a0 I •u°o 8 4 ° ° 4 �i ;�• �$�. m I 1.5°k o 1i 1i d o ° d d ° d ° d p p 0 p FG:2579.10 -1.0% 5.00' 0.5% ��o o m FG:2579.24 o FG:2579.21 ° p °0 D o M e a f- �, FG:2579.70 v° ° ° o d O ° ° N FG:2579.17 a N I o ° a ° a ° a d ° ° aL9/ °a ° ti n r� d I I FG:2579.56 co W I °�, Q o ° ° d °d ° °° ° ° p ° ° ° ° ° °D •1.4%, FG:2579.50 vi+ b° a a a Q I FG:2578.26 \ ° ° ° ° a d m I °4.00'° ° ° ° ° a ° ° a FG:2579.26 ° ° 0 1.0%;0 o a ' FG:2579.28 ° 1.5/o � �� a ' Z I FG:2577.84 �� ° - ^ FG:2579.31 LL FG:2579.68 FG:2579.61 FG:2579.54 FG:2579.27 I FG:2577.83 \ 1.5/000' 0.6% FG:2579.62 � � � I a \ FG:2577.87 I .. .• \ I W I o -0.5% 8W 8W 8W L- -- a FG:2579.26 \FG:2579.30 d W CONTACT DICaLINE Z \ FG:2577.88 0 ---- 48-HOURS W I N BEFOF E DIGGING I ` x reo0-342-1� 1+ 0 I W. MALBAR ST. ° ' 0 UL I - - - N °d � U 1+00 co W. DIRECTOR ST. PEDESTRIAN RAMP GRADING AT W. MALBAR ST. STA 5+23.50 U ° d 2.4% Lu N co , I v� /- N ° Q U U) o , 0 10 20 J Q FEET d Z // N a I i FG:2577.94 o I d CO I I -1.0/o FG:2577.93 -0.6% FG:2577.97 / Z [FG:2579.34 w O 0 FG:2579.3 i 1.8% (n `° m I -1.5% 4.00' 3 W M W 2 W 2 W 19.34 o FG:2579.38 = ; ZQ 0.5/o FG:2577.94 7FG. ° ° Q FG:2579.34 FG:2578.08 ° FG:2579.62 4.00' o °a°ao a 8 ° I 1.0% °FG:2578.44 0 0.6/o° a ° d d[10 �° d p 1 I FG:2579.81 FG:2579.63 ° ° < LLIIIR FG 2579.32 dd � Q FG:2578.45 ti ° o4v FG:2579.86 o o° o o a Q h\ FG:2579.36 I -1.5/o FG:2579.30 O°� FG'2577.92 ?' tiQf qi L9 c\o t JQQ FG:2579.31 -4.0% Q^f �- ! Oo / ul-0.5% I d ° ° . a ° .1.0% d\o V J ~ <FG:2577.91 7.01 --°I 9.25 3 CON=MA:2579.56 I a d 7 0/0<� -9+42.50 0 �0 6.2% }o o\ U N d I /f ° e ° 4 0 0°<4 ° o a �'S% `� a 8Q!y°\° --FG 2578.51 _ _ I FG:2579.45� FG:2579.41 FG:2579.34 -6.2/o O FG 2579.70 w 0 00 o - - - ---- o o - - - - - - - - - - - - - - Lu CON=MA:2579.06 ° 4.00 °°°° N OO FG:2579.66 y FG:2578.45 I I - - i5 o 0 5.00' , 0 o g FG:2579.32 � � O d 1.0% c I,-2.9/0 I FG:2579.33 -1.5/o a Oo o I 3 CON=MA:2579.54 o /o o ° o FG:2579.87 �S�O� FG:2579.36 ° ° ° FG:2577.95 d o ' -1.0% °° I -1.2% 1.0°k� /a -2.9% CON=MA:2579.01 0 o Oo\o FG:2579.71 FG:2577.96 ® A�1 ,�\° I ° -� FG:2579.83 d FG:2579.38 d Q� S�pNAL EN FG:2578.52 ° a S G� Q' D ° d FG:2579.29 FG:2579.67 w L -1.2% FG:-578.48 \ l 1 p d a of° o iV o d ° Q \ \ FG:2579.71 lr�G FQ F� ° I TBC=MA:2579.77 M d_�_ M LIP=MA:2579.32 ° a FG:2579.04 I I ° ° W C TBC=MA:2579.54 1 m \ -1.0% - -LIP=MA:2579.07= -------- - --_ d' 10-2-23 �O 3 I o I o 00 •1.o°i° - - S K ERA ew V LIP:2579.27 CD CV �FG:2579.14 I -- ° ° ° C sw 8w s,v�-dw w 8w w 8w 8w aw 8w 8w 8w ° FG:2579.68 FG:2579.14 FG:2579.04 I I I LIP:2579.20 � 12.00' a • 't • • • • ° d41 co 00 00 co.• • m W. ORCHARD PARK DR. . .. .. •• PEDESTRIAN RAMP GRADING AT �_ i m _ _ -I-_ - - - - PEDESTRIAN RAMP GRADING AT 01 N W. MALBAR ST. AND N. BERGMAN AVE. I I - N N. ARCTIC FOX WAY + W. 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ARCTIC FOX WAY �o� o IDB2355 00 P�OJ DATE: 10-2-23 SHEET NUMBER: 0 10 20 FEETLm N RDm5 w Qw 1 5" THICK CONCRETE 12 4 RD.6 ��6 RD.6 1.75% t 0.25% . 6' STANDARD CURB AND GUTTER 3'l FIG PLACE CONCRETE & CRUSHED BASE 10" 1'-2" 1" BATTER PER SD-709 REQUIREMENTS E (WHEN APPLICABLE) 4" E AL MINUS CRUSHED 00 MATERIAL AS PER SECTION-800 R1/2 6„ 1'-6" R1/2 \ 6" BEYOND END CURB & BASE PLACE CONCRETE R1" AND CRUSHED BASE 30% ' CROWN 5" THICK CONCRETE 12 1 11 001 PER SD-709 R1/4" (WHEN APPLICABLE) TAPER (MIN.) 3" ROLLED CURB 1.75� C� R1/2" - AND GUTTER = - - - 0) BATTER 3:7 F/ s o = \ Ln R3 1/2 B M 1/2" 1 D.: d - 1n FLOWLINE - � C 0 ° ';•�;'i4'� 2 " ' 4" OF 3/4" MINUS CRUSHED BASE D > o. �� � D ° w ° 3 D � MATERIAL AS PER SECTION-800 � � M D p o 1 EXTEND SUBGRADE & BASE 0 _ r D 6„ BEYOND CURB Q U p E o D . o r 3 B VARIES 12" 5" THICK CONCRETE 12 CVO rn _ o ° D 5-10 - p D t04 6 B o ° 1.75% t 025% � aE� D C ° D D ° D 3'•1 STANDARD CUR D D P MONOLITHIC POUR CONCRETE AND GUTTER 3.• EL = r �b ° N PER SECTION-703. 1 EXPANSION JOINT AT POINTS SURFACE REPAIR D OF RADII TERMINAL.0© o (4' MIN) 4" OF 3/4" MINUS CRUSHED BASE 4" AGGREGATE BASE 6„ 4" AGGREGATE BASE ° � ' ` MATERIAL AS PER SECTION-800 PERSPECTIVE 4'-0" EXTEND SUBGRADE & BASE 6" BEYOND CURB R1/2" 2'-0" 2'-0" 1 1/2" VARIES 12" 5 THICK CONCRETE 1 r10 CONTACT �NE NOTES: co ,. 5'-10' 1.75% t 0.25% s' e' 3" ROLLED CURB �_M ` ; >:, . AND GUTTER ~ 3: NOTES: ' Fk4 BEFORE DKnNG DA GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND O . ''a D. .D 1-800-342-1585 THE PUBLIC AGENCY HAVING JURISDICTION. LEGEND: OA GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING JURISDICTION. D• . SURFACE REPAIR 4" OF 3/4" MINUS CRUSHED BASE Og BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACED AS 1O 6" OF 3/4" MINUS CRUSHED g ..D eD' (4' MIN) MATERIAL AS PER SECTION-800 SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. © BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS AGGREGATE BASE MINIMUM. \a SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. © SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER O2 CONCRETE. PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. © SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER EXTEND SUBGRADE & BASE N PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. O3 1/2" EXPANSION JOINT. TYPICAL SECTION 6" BEYOND CURB O CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT NOTES: U � WITH 2x SIDEWALK WIDTH FOR SCORE SPACING.) Op CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING A LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. J = OE MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING). NOTES: o OE MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. © BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. C\ OF BACKFILL AS PER ISPWC SECTION-706. OA GRADE OF GUTTER MINIMUM 0.4%. OF BACKFILL AS PER SECTION-706. © SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% t 0.25% UNLESS OTHERWISE SPECIFIED BY THE OWNER. L1I O © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. © FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. Q © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. OD SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. (2 z 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 O STANDARD CURB TO BE USED ON: © 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 FROM ROLLED CURB TO VERTICAL CURB 2 FEET. 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED. PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. 0 0 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLL CURB. OD PAY LIMITS FOR VALLEY GUTTER. m EE 3. TO MATCH EXISTING CURBS. OF DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" Q 0 LLI 4. SEE SD-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. MINUS CRUSHED BASE. CO Q � 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION 0 Q IDAHO STANDARDS WORKS 3�� ROLLED FDAHO ST CN WORKS 6�� VERTICAL IDAHO STANDARDS IDAHO STANDARDS U FOR CONSTRUCTION STANDARD DRAWING CONSTRUCTION STANDARD DRAWING FORONSBRUCTIONKS VALLEY GUTTER STANDARD DRAWING FOCONSBRIUCTIONKS CONCRETE STANDARD DRAWING F 0 CURB AND GUTTER NO. SD 702 CURB AND GUTTER N0 SD 701 N°. SD 708 N°. SD- 709 (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) ACHD SUPPLEMENT) SIDEWALK (ACHD SUPPLEMENT) ( z O 0- DETACHED SIDEWALKS 7' 4' �SSG\ST 6" STD CURB 1.75% t 0.25% 5' 6" STD CURB 7 - 12:1 SLOPE -_--- - ------- r�--- --- r�---1.759 t 0.25%--- J / 6" STANDARD CURB. SECTION A-A LP 10-2-23 O F 12:1 SIoPe 4' SECTION A-A N.T.S. �Pp�TF OF SEE NOTE I L�D s o Q' O O OTC e �plOgl RAMP SECTION �@� �p'.o„ e sEE 1.15 y� . . . . . . F CARIES 10AL �p(E Rq � 0 G A SIDEWALK MAY BE NON-CONTINUOUS. SIDEWALK IS NON-CONTINUOUS. D 00 00 • o H O B 5� SHgI �RD SEE �p R THR / 'tE NOTE .. .. .. �pTE .�,2 COTE G Rq l MATS T OON OTH AT �A 7' 4' 4' 12:1 4 4 . • : : . • Mp TH H qpp CRETF Ole$ pF 12:1 WIO RogT ROgO SIC 4' RADIUS . ' 1 '�%. QF Ap ARIF H TNIOkNES$ $E l/3J'!lJ,. 1O PFR 0110� °i .. TYPE "H1" TYPE "H2" LEGEND //��•. 2;1 p $ p kN f N �,, 0EP CON & qp N 1.5% t 0.5% (2% Max. Slope) '�j BOAC FR P E$$ &ATE$ $TRH phi s. s, ' O DIRECTIONAL RAMPS - STANDARD DOMES ♦ 7.3% t 1.0% (8.3% Max. Slope) $EE �/'ji), pEP� pFR ollcY 1• 5� F cTION pTION 9% 3 1.07 (10% Max. Slope) p Np Jam. ON$ App �' BAN 8� TF$ TRH 110 Q?5 $ 6" STANDARD CURB. 6" STANDARD CURB. E ON.A>)ON.. �c*THIS RADIUS MUST BE INCLUDED FOR O NNS P 1�5 RAMP TO BE CONSTRUCTED CORRECTLY. Q Fo °w N F TYPE "C3" TYPE "C4" a� Q' SEES 15' RADIUS MINIMUM 15' RADIUS MINIMUM a O r 1E 1 ISO No& E �� N D� o D SEES M�TRI p NOTES: �� 1 O I o N C Q\, /►/ OA THIS TYPE OF RAMP MAY BE USED FOR LARGE COMMERCIAL APPROACHES WHERE THE STANDARD CONCRETE m T$' "I� 25�° „ .' + APPROACH IS NOT REQUIRED. THESE ALSO MAY BE USED FOR ALLEY AND PRIVATE STREET APPROACHES WHERE: N ET 25 W A. THE SIDE WALK IS NOT REQUIRED TO CONTINUE AROUND THE RADIUS B. A SECOND RAMP IS NOT REQUIRED TO MOVE PEDESTRIANS ACROSS THE PRIMARY STREET. s GPI.) �a .IIpTE ( PI Q CURB ON THE RADIUS MUST BE 6" STANDARD CURB FOR SHOWN DIMENSIONS. a J G ALL RAMP SURFACES MUST CONFORM TO ADA REQUIREMENTS Jif��, ,.t-'. s'.0„ � / SEE RA�EI, © z NG 314GOR6 OD THIS TYPE OF CORNER MUST HAVE A SINGLE RAMP TURNED PARALLEL TO THE PRIMARY STREET. >LD 6'. �'///j�'•...: OBE 6 E� pP Rp w W> O TYPE "H3" WINO ' SEE ��, ��J 6° STPHpP OCORNER RADIUS IS 15' AS A THE DISTRICT MAY REQUIRED MINIMUM. RADIUS SIZES WHERE LARGER VEHICLE TURNING IS EXPECTED. NU NON DIRECTIONAL RAMPS W/ RADIAL DOMES NOTES: O „ or NOTES: FO THE RAMP THROAT WIDTH MUST BE 4 FEET MEASURED PERPENDICULAR TO THE 7 FOOT THROAT SIDE. - 1 NOTES: APPROACH TO CONFORM TO THE LATEST A.D.A. STANDARDS. �r(PI��p GARB OA APPROACH TO CONFORM TO THE LATEST A.D.A. STANDARDS. THE RAMP THROAT DEPTH MUST BE 7 FEET MEASURED FROM THE FACE OF THE CURB TO THE BACK OF THE APPROACH. M THE 7 FOOT SIDE OF THE RAMP THROAT MUST BE PARALLEL WITH THE EXPECTED PATH OF THE PEDESTRIAN AND NOT BD INSTALL EXPANSION JOINT AT TIP OF APPROACH WINGS AND WHERE SIDEWALK pAR B INSTALL EXPANSION JOINT AT TIP OF APPROACH WINGS AND WHERE SIDEWALK PERPENDICULAR TO THE CURB FOR EXAMPLE: PARALLEL WITH THE CROSS WALK STRIPES, THE STOP BAR, OR THE PRIMARY z� AO RAMPS FOR CORNERS WITH A MIN. 15' RADII AND UTILIZING ROLLED CURB. CHANGES THICKNESS. „ sTA� O CHANGES THICKNESS. STREET CURB. O © RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. © BASE TO BE A 4" THICKNESS OF 3/4" MINUS CRUSHED AGGREGATE PER 6 © BASE TO BE A 4" THICKNESS OF 3/4" MINUS CRUSHED AGGREGATE PER © THE RAMP WING MUST BE 6 FEET MEASURED AT THE CURB FACE FOR 6" STANDARD CURB. �w SECTION - 802. SECTION - 802. THE WING AWAY FROM THE ROAD IS ELIMINATED AND REPLACED WITH A WING SUBSTITUTE THAT IS 6 INCHES HIGH AT THE o z N © RAMP DIMENSIONS, MINIMUM DIMENSION INDICATED MUST ALSO MEET SLOPE CRITERIA IDENTIFIED ABOVE. FACE OF THE STANDARD CURB AND 0 INCHES HIGH AT THE BACK OF THE RAMP AND POURED MONOLITHICALLY WITH THE �� DD RESIDENTIAL APPROACHES SHALL BE CONSTRUCTED WITH CONCRETE 5" THICK 1 CURB TYPE = STANDARD 3" ROLLED PER ISPWC SD-702 OD RESIDENTIAL APPROACHES SHALL BE CONSTRUCTED WITH CONCRETE 5' THICK RAMP. w� THROAT DEPTH = 4' FROM FACE OF CURB FROM TIP OF WING TO TIP OF WING UP TO THE EXPANSION JOINT. WHEN FROM TIP OF WING TO TIP OF WING UP TO THE EXPANSION JOINT. WHEN THROAT WIDTH = 4' MIN. SIDEWALK IS SEPARATE FROM CURB THE SIDEWALK IMMEDIATELY BEHIND THE SIDEWALK IS SEPARATE FROM CURB THE SIDEWALK IMMEDIATELY BEHIND THE QH ALL RAMPS MUST HAVE A MINIMUM 4 FOOT X 4 FOOT LANDING BEHIND THEM FOR PEDESTRIANS. APPROACH THROAT SHALL BE 5" THICK ALSO. APPROACH THROAT SHALL BE 5" THICK ALSO. WING = 3' TRAVERSABLE s Q ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5 INCHES THICK WITH 4 INCHES OF 3/4 ra WING = 1.5' NON TRAVERSABLE O um COMMERCIAL APPROACH THROAT WIDTH SET BY POLICY AND APPLICATION. ALL CONCRETE OE COMMERCIAL APPROACH THROAT WIDTH SET BY POLICY AND APPLICATION. ALL CONCRETE Z o3 TO BE 6" THICK FROM TIP OF WING TO TIP OF WING UP TO THE EXPANSION JOINT. INCH AGGREGATE BASE. WHEN SIDEWALK IS SEPARATE FROM CURB THE SIDEWALK IMMEDIATELY BEHIND THE TO BE 6" THICK FROM TIP OF WING TO TIP OF WING UP TO THE EXPANSION JOINT. OD RAMPS REQUIRE A MINIMUM 4'X4' LANDING IN SIDEWALK ® 1.5% t 0.5% (2% Max. Slope) WHEN SIDEWALK IS SEPARATE FROM CURB THE SIDEWALK IMMEDIATELY BEHIND THE JO RAMP CROSS SLOPE TO BE 1.75% f 0.25Y APPROACH THROAT SHALL BE 6" THICK ALSO. APPROACH THROAT SHALL BE 6" THICK ALSO. Q OE RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE & TRAVERSABLE WINGS 10:1 (10%) OF ALL CONCRETE SHALL BE CLASS 3000 PER SECTION - 703. OF ALL CONCRETE SHALL BE CLASS 3000 PER SECTION - 703. �/ OF NON TRAVERSABLE AREA - PATTERNED CONCRETE\LAWN\GRAVEL\ETC. © SIDEWALK WIDTH MAY VARY. © SIDEWALK WIDTH MAY VARY. © 4'x4' FLAT STREET SIDE LANDING - CONCRETE FILLET IS REQUIRED (AS SHOWN) 5 J ��6 r CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS SHOWN ON SD-708 6 / O O OH CURB IS NOT REQUIRED TO BE FULL-HEIGHT RD.6 2015 (D j co � w - �n � RD.6 RD.6 a 5 ,L � Y af IDAHO STANDARDS PEDESTRIAN RAMP TYPE C, STANDARD DRAWING o o �C } FOR PUBLIC WORKS NO. Q 2017 ACHD REVISION Sheet 1 Of 3 2017 ACHD REVISION 2017 ACHD REVISION 1- w y m CONSTRUCTION FOR NEW DEVELOPMENT SD-712C � a R =Q � N IDAHO STANDARDS » » IDAHO STANDARDS IDAHO STANDARDS - o w w 0- w FOR PUBLIC WORKS PEDESTRIAN RAMP TYPE H STANDARD DRAWING FOR PUBLIC WORKS CONCRETE DRIVEWAY WITH STANDARD DRAWING FOR PUBLIC WORKS CONCRETE DRIVEWAY WITH STANDARD DRAWING WD a CL o CONSTRUCTION FOR ROLLED CURB N0 SD 712H CONSTRUCTION N0 SD- 710A CONSTRUCTION N0 SD- 71OB (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) SIDEWALK AROUND APPROACH (ACHD SUPPLEMENT) RAMPED SIDEWALK � JOB NUMBER: 1 I DB2355 m Q�O, DATE: 10-2-23 SHEET NUMBER: �0 L a RD.6 1 w 0CLU - 0 p cc ------ - - ----\ - co f4ll 'ol B p25j2579-\ � 9 � al- - ---- - - - - --- - - ---- - \o - -- - --J ------\ems I I 6 - - 0.75'OF 12"SDR 35 PVC @ 1.00% 00 I V100:4.4 FPS °� 1 I y 29.00'OF 12"C-900 PVC @ 1.00% a yo a M a a a - - - - 6 II 00 V100: 2.8 FPS DI-1B \ 12"IE: 2575.04 a E 1 ' I 1+48.98, -14.50 L II ° O - .3 y I a" a ti RIM: 2577.96 8W 8W - - - 8W W 8 \ SG#3 Lil c I >w I ^ 1+I00 DI-1A \\� 12"IE OUT: 2574.96(S) W. MALBAR ST. 81 a3 N y y 1000 GAL S&G TRAP � 00 , 1+48.84, 14.50R `� QP25. 0.23 CFS 2+00 \ TOP OF LOWER BAFFLE EL: 2574.79 I �' I aai c E= r ^ N _ 3+00 \ 18"IE OUT: 2573.54 o a h RIM: 2577.96- - QP100: 0.32 CFS �S - ,° Q o w / 12"IE IN: 2574.67(N) \ S l 2 1 a N - I 12" IE OUT: 2574.57(S) 1 FG:2578.00 a $ o \\ I RIM: 2578.89 yo4° I II Q N o T QP25: 0.41 CFS o w o I 65.00, \\ RIM: 2578.91 d Z l a E QP100:0.57 CFS _ DI-36 1 - 1 i� a �I a 3 i m w ------ --- ---- - a a < I 11+79.00, 14.50R o� f I CD 0.75'OF 12"SDR 35 PVC @ 1.00%`° w s I 7 RIM: 2578.44 / I V100: 3.8 FPS • < M •. • a I iNl I 12" IE OUT: 2575.44(W) 12"IE:2574.56 3 6 QP25: 0.79 CFS I° r - --- - - - - -- - - - - - - -- - I I QP100: 1.10 CFS ' III RIM:2578.21 /� RIM:2578.23 -- -- - - 1 ----- ---- - ------- ---- ---- - ---- - FG:2578.42 :.: I � - 3 I _ SEEPAGE BED#1 W ml - • i� 5 L------ - - - -- I \-29.00'OF 12"C-900 PVC @ 1.00% > V100:4.0 FPS Z m II SG#1 a CONTACT DMNE Q II I 1000 GAL S&G TRAP _ - _ __ I DI-3A HOURS u TOP OF LOWER BAFFLE EL: 2574.31 I 11+78.81, -14.50L 18"IE OUT: 2573.06(E) 25�9 I 1 4 I RIM: 2578.448F� ANC, W 12" IE IN: 2575.15(E) m �' i I I 12" IE OUT: 2575.05(W) \ SEEPAGE BED#3 I \ QP25: 0.70 CFS O QP100: 0.50 CFSco \ I 3 I I I I I U a \\ J Q J I I II I 1 _ a -� o z o fi o Z a° I - Q Lu o z N I I I I o __J_---- _ > Q v - Q_ 0 STORM DRAIN - AREA 1 (ACHD) -- ----------'� I =-- -- I I Q Z) Lu w 0 20 40 I 1 Q FEET -- ---- I I Q QQ I - U) w c7 Q cn 00 ?s8 i o 0- I I I o I \ONAL Fiy�i I I Q�G\STE Fa OFF --- -- --- �� - - -- L- -------1--� ---- ------ T M Q���� 6 I 2.24 a I // ss /( o a 2 a DI-2B M `� M r-- - - ----I- - L- 7.00' co / 5+42.45, -14.50E �o� 8 I I I / • 29.00'OF 12"C-900 PVC @ 1.00% RIM:2578.90 I \ '• '• • I I // .. . . 8 8w- • :. :. U) V100: 3.2 F-P` 12" IE OUT: 2575.90(S) 8W 8 - 8w 8W W 8W ,• ,• lco-•• • 5+ DI-2A QP25:0.37 CFS W. MALBAR ST. 8-S 5+42.31, 14.50R QP100: 0.51 CFS 6+00 7+00 N • • RIM: 2578.90 v -- - S STORM DRAIN - AREA 3 (ACHD) 12" IE IN: 2575.61 (N) FG:2511,11 4 „ N 12"IE OUT: 2575.51 (S) 1 8 0 0 20 40 co 0 QP25: 0.46 CFS 2579 79.00' ti FEET O QP100: 0.64 CFS;' ° 0.83'OF 12"SDR 35 PVC @ 1.00% M V100: 4.0 FPS Ma a 2Z 1 to M 12"IE: 2575.50 3 7 SEEPAGE BED#2 N 1 / ow N g i N. ---------- - - -- RIM: 2579.14-- -- - - ------- - - - - -- - --- J 0- - - - - --- -------- RIM: 2579.16 - ---- -- -�__ ----� -- -- o N SG#2 / / 5 _ / . 1 1000 GAL S&G TRAP s Q TOP OF LOWER BAFFLE EL: 2575.25 18"IE OUT: 2574.00(E) zQ o - _ - o� _- -25B0--- Z�Ja L o ,z O 2360 Keyed Notes O Notes we o �c 1 w a, M 1. INLET CATCH BASIN TYPE-IV(FOR ROLLED CURB) PER ACHD 1. STORM DRAIN PIPES ENTERING AND EXITING INLETS SHALL BE l SUPPLEMENTAL DRAWING SD-604A (SEE SHEET SD.3). STORM DRAIN CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES zu N PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN AT THE INLET -COORDINATE TOLERANCES AND REQUIREMENTS WITH O N ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET. ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE M z� N STORM DRAIN AREA 2 (ACHD) DEFECTIVE WORK SHALL BE REMOVED AND REPLACED AS REQUIRED TO WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO od o� w3 1 MEET ACHD STANDARDS. NO ADDITIONAL PAYMENT SHALL BE MADE. ADDITIONAL PAYMENT SHALL BE MADE. C4 0 20 40 2. INLET CATCH BASIN TYPE-I PER ACHD SUPPLEMENTAL DRAWING SD-601 >Y u FEET (SEE SHEET SD.3). STORM DRAIN PIPES ENTERING AND EXITING INLETS z g3 SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT y TOLERANCES AT THE INLET. DEFECTIVE WORK SHALL BE REMOVED AND Q REPLACED AS REQUIRED TO MEET ACHD STANDARDS. NO ADDITIONAL u PAYMENT SHALL BE MADE. a U O 3. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER z �, DESIGN GUIDELINES BMP #1 (SEE SHEET SDA AND SEE DETAIL 2/SD.3). w 0 4. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES Q m z co 1 BMP #20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). Y o m 5. 10' PERIMETER STORM DRAIN EASEMENT - NO PLANTINGS PERMITTED AS W Q U �X z PER ACHD POLICY. Q a a w a 0 0 6. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL Z N DRAWINGS SD-627 (SHEETS 1 &2) - (SEE SHEET SDA). LOCATE ��FL - JOB NUMBER: 1 MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD �Q Cg IDB2355 m STORMWATER GUIDELINES BMP #4 SHEET 2. �OJ G, O Q DATE: 10-2-23 7. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE PQQ � S SHEET NUMBER: AND 5-FEET INTO SEEPAGE BED (NON-PERORATE D). ui 8. CAP END. G� Lm � o SDE1 1 W � Q Keyed Notes O '° 1. 48" DIA. CONCRETE STORM DRAIN CATCH MANHOLE PER ACHD STANDARD SUPPLEMENTAL DRAWING SD-611 (SEE SDA). N:727584.1419/ \E:2451879.8209 2. 350 GAL SAND AND GREASE TRAP -AMCOR DB-350 - (SEE 1/SD.5). / -l0 6"IE: 2578.00i // / / SDMH-4E 3. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER soe // RIM EL: 2579.20 / DESIGN GUIDELINES BMP#1 (SEE SHEET SDA AND SEE DETAIL 2/SD.3). N: 727561.2189 4. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES i E: IE OUT: BMP#20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). CORNER MARKERS / 9 ° 12 IE OUT:2575.70(SW) ARE NOT REQUIRED FOR PRIVATE SEEPAGE BEDS. N / ��ap ° STORM DRAIN - (PRIVATE) QJG� SDMH-4D °• / °' � � 5. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL RIM EL: 2579.97 gW / °Iti' ° / DRAWINGS SD-627 (SHEETS 1 &2) - (SEE SHEET SDA). LOCATE / a Zr s E� v_ �p N: 727544.6367 MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD 0 20 40 / o 6o E 3 0 w QUO /roe / E: 2451919.9609 8� �50°I0 °�� STORMWATER GUIDELINES BMP#4 SHEET 2. FEET / 'a c2l - 12"IE IN:2575.46 NE vC @ / 8 $� N: 727481.5943 a N a N: 727543.8288 �.`'�`�'6c�p / 12"IE OUT: 2575.36(Si /gOR35P a 6. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE /E:2451774.7277 aai a E: 2451838.5071 ? 9 / B LF 12 �250 �' °` �. CV AND SEEPAGE BED (NON-PERORATED). / / �/ U Ta N } 6"IE. 2577.42 00. i / �6�1 �° 6" IE: 2578.25 o w 7. CAP END. m oyoao a° 8. STANDARD 4" TRAFFIC RATED CLEANOUT PER ISPWC SD-506A- (SEE 5 N SHEETSD.5). �E� I E � N � oW o U 9. STORM DRAIN SERVICE -(SEE 3/SD.3). / �� / // �/// a m °' �� a. ♦ I I / / o\o' I N. 727503.5158 pQ-� °e/ // \ �` Gj (, 0/ - ►�� E: 2451797.1933 5 � � � � N: 727441.5479 / � 9 6"IE: 2576.84/ QUO / 9 // M.M �P \✓ � ` Q Notes /E: 2451733.6871 / �O 6" IE: 2577.66 - - 1 / o Z 1. SEE SHEET THE PROJECT GEOTECHNICAL REPORT FOR EARTHWORK REQUIREMENTS. > I �n 2. ALL PIPE FITTINGS INCLUDING BUT NOT LIMITED TO BENDS, SG#4 TRANSITIONS, TEES, AND REDUCERS ARE NOT CALLED OUT ON THE / ��� , �� /- -- �O g / CONTACT DIG�LINE s / / 1000 GALS&G TRAP M o I / Q► / /- // woe / PLANS AND ARE INCIDENTAL TO THE STORM DRAIN SYSTEM. / Q 48-HOURS 12"IE IN: 2574.14(E) q, a N I I / N CONTRACTOR SHALL PROVIDE ALL FITTINGS INCLUDING BUT NOT O / / °o -- BEFORE DIGGING / y<� 12"IE IN:2574.14(W) � w I I LIMITED TO BENDS, TRANSITIONS, TEES, AND REDUCERS AS REQUIRED �/ � � � i - - �/ 6% 6 IE IN:2574.64(W) I TO COMPLETE THE STORM DRAIN SYSTEM. ALL FITTINGS AND PIPING / ��P / o° / 8 y - -342-1585 / ,9 TOP OF LOWER BAFFLE EL: 2573.89 18"IE OUT:2572.64(S) SHALL BE SDR 35 PVC UNLESS SPECIFICALLY NOTED TO BE C-900 PVC LO FITTINGS JOINING C-900 PVC PIPE SHALL BE 900 PVC. // �• / PVC+ �5 // 3. ADJUST STRUCTURE FRAMES AND COVERS TO MATCH FINAL FINISHED / �� N: 727404.2951 �hQ " RIM:2579.79 , M N N GRADE ELEVATIONS AND SLOPE. (SEE GRADING PLANS). E: 2451695.5095 / y0 / �\ �� / y Lu RIM:2579.79 4. ALL TRENCHING AND BACKFILL FOR STORM DRAIN CONSTRUCTION �� / 6" IE: 2577.12 k�° , / / M 4 U U) 21.17 LF 12"SDR 35 PVC @ 3.26%_ - v / \ J Q 14?, SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE / ° s �+,� c�0 / \ ° J = / 3DMH-4A 48.29 LF 12"Sp PROJECT GEOTECHNICAL REPORT, AND THE CURRENT EDITION OF THE 5.73 LF 6"SDR 35 PVC @ 1.2/0 �n�• ro , a / RIM EL: 2579.71 . a 12So PVC @ 2.17% 3 ISPWC. -- - / N: 727398.621 roe / \ Lu z 0 N: 727465.6212` ' - q, O_ - s � SDMH-4C 5. PROVIDE CONCRETE COLLARS FOR ALL MANHOLES, AND CLEANOUTS E:2451695.3595 ,� E:2451834.1674 1 °. ° 1 m Q � RIM EL: 2579.28 WITHIN PAVED LOCATIONS PER THE ISPWC. $"' - 6"IE: 2577.05 ' g / - Z 6"IE IN: 2576.33(NW) � N:727453.9714 �� Q • g 91_o N: 727455.2927 6. TEMPORARY INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED aw ° 6"IE IN: 2575.69(SE) E:2451863.4376 0� i� N:727380.6127 12 IE OUT: 2575.19E ° 6 IE: 2575.83 E: 2451911.4822 WITHIN ALL STORM DRAIN INLETS THROUGHOUT THE DURATION OF / s� i ' Q O 12" IE IN: 2574.93 N a� / E:2451670.1196 / e ° - / \ �u \ O -- CONSTRUCTION. TEMPORARY INLET PROTECTION SHALL BE REMOVED ij 6"IE: 2577.56 / �° �'� '/ ° ° ° q'� U7 /23.95 LF 6"SDR 35 PVC @4.97% C _ 12" IE IN: 2574.93(S) /{_ UPON COMPLETION OF ALL LANDSCAPING, FINAL SITE CLEANUP AND aw/ 6c ° . ? 1 Q < O PARKING LOT SWEEPING. / / - `9pA s (� a� / % \ 4 ' 12" IE OUT: 2574.83E 1 a�+/ / - / o 42.69LF6"SDR 35 PVC @1.0% I _�_- I v G Q N: 7274 1.2872 - SEEPAGE - - - - - - - - - - - - - - - --- = ��-- $w/ /� - - °e 5 �soo, ui C7 Q E:2451863.0396 BED#4 36.78 LF 12"SDR 35 PVC @ 1.85% 1 ew�8w/ II / / /6 p 9 /- - °y po w U7 lb 6"WYE I l// � / � x � SEEPAGE w a 6"X4"RED(SW&SE) I a ----- -J 1 8w/ / >`� �- - / SDMH-5A; #5` /`' o a BED 6"IE: 2576.26(NW) -- - -- 1 8w 8w 8w 8w -8W- -1 8W�-8w- -8W aW� \ �99.61 LF 6"SDR 35 PVC 1.0% / - // 7 I ., SDMH-4B - - - - _ _ _ i_ @ / RIM EL: 2579.68 q, / 4 IE:2576.26(SW&SE) - - - - - -- - - S �� N: 727362.7605 s / RIM EL: 2579.11 / I TONAL E: 2451728.4038° 12.53 LF 4"SDR 35 PVC @ 1\9% ° 1 N: 727414.5139 ° � � g i - N:727402---A W E:2451911.1020 -- �6"IE IN: 2576.58(NW) • E:2451853.7946 4 F" 12"IE OUT: 2575.61 (N) I - 650 / 12 IE OUT:2576.18(SE) 4"IE: 2576.50 s 0 / >_ I I N:727332.2364 __� � - _ - `/; E: 2451580.4112 - 1 3 _ - O 21.26 LF 12"SDR 35 PVC 0.50% I -- -- - ------- 6"IE: 2575.56650 g - , @ 1 S 10223 0 ° 5.16'I FG:2579.65 1 ` N: 727321.3484 89.58 LF 6"SDR 35 PVC 1.0% - �`� ° RIM:2580.13 23.47 LF 4 SDR 35 PVC @ 1.0/0 20.00' Z I - 1 \ -E:2451494.9167 s @ / --I I 6"IE: 2574.66 _ _- ° eee ae N: 727387.8214 I _i=�___ _ _ _--- oy \ `' FG:2580.12 E: 2451862.8208 s Z i ° - _+7 / / -- -- -- 6SD 6SD / SG#5 . . 3W 4 IE. 2576� I 1 _ _ J �� N -2580' _ \ °M �� ° 1000 GAL S&G TRAP RIM: 2580.13 • 1 I�✓ / / o g 12" IE IN: 2576.07(NW) (13 37.16 LF 6"SDR 35 PVC @ 1.0% -- - - - \ �Qj ` ° TOP OF LOWER BAFFLE EL: 2575.82 i • 0 Z 1 I \ I r �✓ i TOP - of-- ° \ ,P 18" IE OUT: 2574.57(NE) • . . . of ��- • O co $. 0 N: 727284.5646 N: 727247.0963 �� _co = M N: 727280.4816 I E:2451489.60732451685.4705 a ~� ° ° � ° `° . . ° • °° •° .2451 85.4705 g „ ° E „ 6 N: 727236.6806 E: 2451443.8312 1 6" IE: 2574.29 35.24 LF 6 C-900 PVC @ 1.0% 7 4 IE: 2576.50 o E: 2451685.3554 zQ O 6" IE: 2576.75 (/� / 8"X 4"TEE `� AO LLI --� NR727255.7535 8S 8S •\ .� o 8"X 4"RED(N&W) ?S8p \0� Q E: 2451509.9037 10.42 LF 4 SDR 35 PVC 11.3/0 W s S @ 8"IE:2575.15 g Q . 6"IE: 2573.93 a °� \\ 4" IE: 2575.32(N&W) �� Q 2.00' - ° �Ini 8 N @ 21.97 LF 4"SDR 35 PVC @ 5.4%'f Z` g 40.42 LF 6"SDR 35 PVC 1.0% ° N: 727224.4617 0 3 1 a N: 727215.5640 s E:2451685.2204 Z w5 W g ° Z E: 2451505.6333 8"X 4"TEE - CO c> J I � wz X 6" IE: 2573.52 8" IE: 2574.91 N: 727223.6800 w wJ Z a M O b 4"IE: 2573.52 N: 727230.1384 4"IE: 2575.08(E) O M a 9 °M ° 1.1_ E: 2451523.6731 N:727236.9233 s E:2451755.9684 1N O SG#8 a SDMH-5A ° ° 4"IE: 2575.50 E: 2451663.3878 4" IE: 2576.50 0 to N I RIM EL:2578.49 Q ° ° 0 70.75 LF 4"SDR 35 PVC @ 2.0% DB-350 GAL 4 IE: 2576.5 10 RIM EL. 2579.46 � V) N: 727198.4.49 J p50 23.19 LF 4 SDR 35 PVC @ 1.0/0 4SD 4S 4S zo N i N: 727188.7189 -' � O E: 2451433.2367 E:2451485.4405 9.40 LF 6"SDR 35 PVC @ 1.0% 12"IE OUT: 2574.49(NE) Z 12.22 LF 8"SDR 35 PVC @ 2.0% SEEPAGE Nw N TOP OF BOX EL: 2577.96/ �' � _ RIM:2579.51 6"IE IN: 2575.83(N) °j 3 s SEEPAGE a ° . 5 ° 6 3 flkh. � 4 3 w 6" IE IN: 2575.83(S) `�' 1 `° BED#7 E ° ' 24.53 LF 12"SDR 35 PVC @2.0% ' g Q 4 5 a . M ° ° '. ° 3 18"IE OUT:2575.46(SW) o g ----- - ---- w L u° -------W. DIRECTOR LN. N: 727199.9328 FG2579.35 - / - FG:2579.03 - 7 N 4�od s - ' ° E: 2451684.9494 (PRIVATE) 8"IE: 2574.42 - / 5 j SEEPAGE #8 / 4 2 16.32 LF 12"C-900 PVC @ 2.7% 5.12 LF 8"SDR 35 PVC @ 2.0% 40.00' 2� W FG: 5 9.4 I I I I so ems° 21.70 LF 6"SDR 35 PVC @ 1.0% ---- SG#6 _ Z m o i I 69.00' r 1000 GAL S&G TRAP - ---- -- -- ; ¢ w 0 I ° 4 I I I I I 8"IE IN: 2574.32(W) I I I I Z } O co a CO z � g RIM:2578.99 I I 1 I I TOP OF LOWER BAFFLE EL: 2574.07 1 °w Y o N m FG:2579.33 I SG#7 I I I I 18" IE OUT: 2572.82(NE) I I I I L w a _'?'� z N °I ' co RIM: 2579.09 - N: 727165.1294 I g I 1000 GAL S&G TRAP 1 1 1 1 1 °_ O_ w LL O I 12"IE:2572.93(W) 1 I RIM:2579.33 1 1 1 a a o JOB NUMBER: E:2451431.5888 a I I I I 1 Z N 6 IE IN:2573.43(N) I I 6 IE. 2576.05 TOP OF LOWER BAFFLE EL:2572.68 1 1 I DB2355 m �� 18"IE OUT: 2571.43(E) I I I I `' \ I I I I I I 0 � 0 DATE: 10-2-23 I I i - - I AQ` v� SHEET NUMBER: T \ ---- --- L-- - - _ I I I I I � ��OGO Li L OF W SDm2 w y W SEEPAGE BED WIDTH=SEE PLANS o Y 24" DIA. CAST IRON 24" DIA. CAST IRON ROADWAY SECTION RING AND COVER < RING AND COVER OR LANDSCAPE PLANTER J CONCRETE COLLAR PER ISPWC SD-616 (REQ. IN ALL 18"DIAMETER DUAL WALL ADS z PERFORATED (SEE PLANS) z_ o PAVED AREAS. NOT REQUIRED WHERE SAND AND PIPE @ 0.0%(SEE PLAN FOR PIPE SIZE). PIPE w GREASE TRAP LIDS ARE LOCATED COMPLETELY SHALL BE PERFORATED AS SHOWN ON THE PIPE > 0O 12" WITHIN A PLANTER PERFORATION SCHEDULE INCLUDED ON THIS DETAIL SHEET-CAP END. STRUCTURAL FILL BETWEEN BOTTOM OF ROAD SECTION p5° 4sa a PLACE WOVEN GEOTEXTILE FABRIC AND TOP OF DRAIN ROCK FOR BEDS WITHIN PAVED AREAS COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 ON PAVEMENT SECTION SUBGRADE FINISHED GRADE 4 a a a Q GROUT GROUT OVER SAND AND GREASE TRAP. 318"DIA. o o Q o GROUT"" GROUT FABRIC SHALL EXTEND A MINIMUM OF CONCRETE GRADE RING A � D PERFORATION vo 00 RISER SECTION AS R Q Q 6-FEET BEYOND THE SAND AND pQV GROUT GROUT 18"PIPE PERF.EL / w W (12" MAX GRADE RING H���.�T� Q a W GREASE TRAP ON ALL SIDES. (SKAPS TOP OF SEE PLAN FOR PIPE SIZE m �.aD� a GEONET TN220 OR APPROVED DRAIN ROCK / D D EQUAL GEOTEXTILE FABRIC IS NOT Q a 5.00'NON.PERF. o 00 0 0 0 0 o y o o / / GRO pQ° )0 -6 0 0 0 0 0 o W o PERFORATED PIPE IE TO o / ur0 PIPE(TYP.) REQUIRED UNDER LANDSCAPE 1 �� �a TOP OF DRAIN ROCK v //// o Q Q AREAS. N x w o 0 0 0 0 0 o Oo // IMPERMEABLE SILTS AND CLAY D4 D4 8 " Q GROUT NON.PERF. o a w //O w/ � )/D\_ 18"z PERFORATED PIPE IE.- // / pQ7 D pQ� ' PIPE 5.0'INTO s `� Z ? SEE PLAN FOR PIPE SIZE AND / / 18"DIA.DUAL 4 A Q 4 a d C s Y / O O O O O O O O O� O / / Q o Q SEEPAGE BED L Q Z O O O O O O O O O O ' C PLACEMENT IN BED / WALL ADS PIPE aD� a O +, o o E 3 w �� INSTALL 6 OZISY NON-WOVEN GEOTEXTILE FABRIC (SEE PLAN FOR PIPE SIZE BACKFILL D D IL V _ o o�o�o 0 0�0�0 0�0�0 0�0�0�0�0 0 ) Q�p p a Z EL B SEE NOTE 4 _ _ >- 0no �o 0 0 0 0 o AASHTO M288 CLASS 2 ON TOP&SIDES SAND AND GREASE 1 / 4 a Q a PIPE TOP OF LOWER D� / TRAP WITH CHIPS Q Q _ 2 CLEAN ANGULAR DRAIN ROCK -s O�O�O�O�OUOUOUOUOUO�S�5_0 O�O O // DIA PERFORATION IN D D p E o . T- o BOTTOM OF o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / aD aD a I N BAFFLE EL. F a� 0 e y DRAIN ROCK / BOTTOM OF DRAIN ROCK/ VALLEYS OF CORRUGATED Qp D pQp EL A s TOP OF ASTM C33 SAND PIPE. 5 EA. Q a EL D O Q _ _ - t- �D ASTM C33 FILTER SAND D� aD17 o aD L a BOTTOM OF ASTM C33 SAND �� pQ D pQp INLET SIDE PIPE INVERT o N N w o 18 PERF. PIPE o (GROUT) 1 d 1 2 WATER TIGHT SEAL Q a a EL C 20' �, O z PERF RATED 18" HDPE 9 a DESIGN INFILTRATION RATE=8.0"PER HOUR p Q PIPE 0.0% SEE a. - M Oa as a� a (ALL SEEPAGE BEDS) Oa as PERFORATION Da �DaD . O C @ ( mw a� o DDDDD�DDD ;� D� D DO D EXISTING POORLY GRADED GRAVEL SCHEDULE Q a Do N SOLID WALL INFILTRATION GALLERY 1 000 GALLON SAND AND OUTLET SIDEEn GROUND WATER EL-GREATER THAN 20.00 FEET /B>GS a�a�DOa Oa Oa <ADS HDPE SECTION DETAIL P63 � GREASE TRAP , aD CPIPE @ 0.0% aaD ap�a�D a�D aaDaD D4D ap� SEEPAGE BED p�aD p�aDa p�aDa p�aDa p�aDa p�aDa p�aDa p�aDa p��DQ•p aDa p �OC ' D� ACHD SEEPAGE BEDS s CONTACT DMNE 24" DIA. CAST IRON PLACE TRAPS ON 8" THICKNESS OF CHIPS 48-HOURS RING AND COVER OVER NATIVE UNDISTURBED EARTH BEFORE DIGCgNC TANK RIM EL PERF PIPE IE EXISTING SEASONAL TOP OF 18" BOTTOM OF DEPTH NOTES 1'800'342'`� SAND AND TANK LOWEST LOWEST FG TOP OF 18" HALF DRAIN ROCK TOP OF BOTTOM OF 18" PERF LOWEST FG GREASE SEEPAGE SIZE TANK RIM EL. OVER LOWER MINUS PERFORATED THICKNESS TO TOP OF DRAIN DRAIN ROCK GROUND EL. HIGH PERF PIPE PIPE TO FROM TO TOP OF COVER � STORM DRAIN 4 1. MUST BE RATED FOR HS-25 TRAFFIC LOADS BED # LOWER DRAIN ROCK AT SEEPAGE GROUND TO TOP OF ROCK TO CHECK JOINT a 2. INTERIOR DIMENSIONS OF TRAP MUST BE A MINIMUM OF 48" X 24" AT THE THROAT LOCATION. TRAP # (GAL) EL. BED. BAFFLE EL BAFFLE EL PIPE IE. (FT) (FT) ROCK EL. EL. BED WATER EL. ROCK (FT) BOTTOM OF GW ROCK ROCK (FT) 4 3. THE DETAIL ABOVE SHOWS AN VALLEY PRECAST 1,000 GALLON SAND & GREASE TRAP. N MONOLITHIC d 1 4. THE SAND AND GREASE TRAPS SHALL BE SET SO THAT THE TOP OF LOWER BAFFLE ELEVATION, THE IE'S PIPES J Lu CONCRETE COLLAR ENTERING, AND THE PIPES EXITING ARE IN ACCORDANCE WITH THE PROJECT PLANS AND NOTE 9 BELOW. J Q 2 SG-1 1 1000 2578.21 2577.95 2574.31 3.90 2573.06 10.00 2.89 2575.95 2565.95 2578.86 2558.86 1 .39 7.11 7.09 2.00 OK PER ISPWC SD-616 5. SAND AND GREASE TRAP COVERS SHALL MATCH THE FINISHED GRADE ELEVATION AND SLOPE. STORM DRAIN 6. SOLID COVERS SHALL HAVE THE WORDS "STORM DRAIN" CAST INTO THE LID. LU O z SG-2 2 1000 2579.14 2578.88 2575.25 3.89 2574.00 10.00 2.88 2576.88 2566.88 2579.75 2559.75 1 .38 7.12 7.13 2.00 OK U) 0 z 7. DO NOT CONSTRUCT CONCRETE COLLARS FOR SAND AND GREASE TRAP COVERS LOCATED COMPLETELY 2 U) Q 24" DIA. CAST IRON a WITHIN LANDSCAPE AREAS. 0 0 SG-3 3 1000 2578.89 2578.42 2574.79 4.10 2573.54 10.00 2.88 2576.42 2566.42 2579.81 2559.81 1 .38 7.12 6.61 2.00 OK RING AND COVER 8. H<1FT USE GRADE RINGS (TYP.) C w CONCRETE COLLARS ARE NOT 1-FT < H <= 2-FT USE 24" DIA. RCP RISER; PRIVATE SEEPAGE BEDS REQUIRED WHEN LID IS LOCATED 2-FT < H <= 10-FT USE 48" MANHOLE CONE AND 48" RISERS. � � 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. Q LU 10. MANHOLE FRAME AND COVER PER ISPWC SD-617. Q ACHD RIGHT-OF-WAYCO BOTTOM OF 11. BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET AND OUTLET ON SIDE OF BOX. ~ TANK RIM EL PERF PIPE IE EXISTING SEASONAL TOP OF 18" DEPTH MONOLITHIC w LU SAND AND TANK LOWEST LOWEST FG TOP OF 18 HALF DRAIN ROCK TOP OF BOTTOM OF 18 PERF LOWEST FG 12. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#1 "SAND AND GREASE TRAP" FOR ADDITIONAL z o SEEPAGE MINUS TO TOP OF GROUND EL. HIGH PERF PIPE FROM COVER � 0 GREASE SIZE TANK RIM EL. OVER LOWER PERFORATED THICKNESS DRAIN DRAIN ROCK PIPE TO TO TOP OF CONCRETE COLLARS REQUIREMENTS. O o BED # LOWER DRAIN ROCK AT SEEPAGE GROUND TO TOP OF ROCK TO CHECK TRAP # (GAL) EL. BED. BAFFLE EL BAFFLE EL PIPE IE. (FT) (FT) ROCK EL. EL. BED WATER EL. ROCK (FT) BOTTOM OF GW ROCK ROCK (FT) �SS\0AL ENG/ G\STE SG-4 4 1000 2579.79 2579.65 2573.89 5.90 2572.64 10.00 5.01 2577.65 2567.65 2579.68 2559.68 3.51 4.99 7.97 2.00 OK 1 ,000 GALLON SAND AND GREASE (S & G) TRAP 2 3 SG-5 5 1000 2580.13 2580.12 2575.82 4.31 2574.57 10.00 3.55 2578.12 2568.12 2578.79 2558.79 2.05 6.45 9.33 2.00 OK $D.3 J�T10-2-23 /( OF F_ ER SG-6 6 1000 2579.33 2579.35 2574.07 5.26 2572.82 10.00 4.53 2577.35 2567.35 2579.34 2559.34 3.03 5.47 8.01 2.00 OK A W SG-7 7 1000 2578.99 2579.03 2572.68 6.31 2571.43 10.00 5.60 2577.03 2567.03 2579.38 2559.38 4.10 4.40 7.65 2.00 OK W > � •W W . . . • J O J J W N 1 •• •• • SG-8 8 350 2579.46 2579.33 N/A N/A 2575.46 10.00 1 .87 2577.33 2567.33 2579.18 2559.18 0.37 8.13 8.15 2.00 OK 2.00' 1.00' ' �• �• FLOW - FLOW - FLOW MMON LOT BUILDING LOT PVC THREADED CAP PERCOLATION TEST REQUIRED AT EACH SEEPAGE BED NOTES: N Keyed Notes O SEEPAGE BED LOCATION: 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER O IS ENCOUNTERED AT AN ELEVATION HIGHER THAN THE BOTTOM COMMON LOT N 6"X 4"WYE 6"SDR 35 PVC o 7 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 FINISHED I N O FACILITIES IS 8 INCHES/HR. UNDER DIRECTION OF THE OWNER'S BOTTOM ELEVATION OF AN UNLINED SEEPAGE BED. SEEPAGE BED. o GRADE W 2Z GEOTECHNICAL REPRESENTATIVE, CONTRACTOR SHALL CONDUCT A M 4"SDR 35 PVC @ 2.0% o FO PERCOLATION TEST TO BE WITNESSED BY THE OWNER'S 2. ALL GEOTEXTILE FABRIC SEAMS SHALL OVERLAP 1-FOOT MINIMUM, 1 / �N N GEOTECHNICAL REPRESENTATIVE &ACHD. ACHD IS NOT REQUIRED TO UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER. _ _ PROPERTY LINE 7/n/77�\ // OWITNESS PERCOLATION TESTS FOR PRIVATE INFILTRATION FACILITIES. CONTRACTOR SHALL PROVIDE ALL WATER, AND OTHER MATERIALS 3. THE FULL ROADWAY SECTION IS REQUIRED OVER THE SEEPAGE BED IN o �j\�j\ /\�j\�j��j\ (/\�j�� 4"SDR 35 PVC RISER N PAVED AREAS. // / 0. REQUIRED TO PERFORM THE TEST. THE PERCOLATION TEST SHALL BE �� �� �� �� �� �� �� \� s PERFORMED BY THE SOILS ENGINEER AFTER THE SEEPAGE BED IS 4. SEE STORM DRAIN PLANS FOR ADDITIONAL INFORMATION. I \>�\ �\��\��\��\ \��\� �/j x EXCAVATED TO VERIFY THE DESIGN INFILTRATION RATE. (NOTE: AN /\D/ /\D/\D/\D/ /\\/\D STORM DRAIN SERVICE 00 ACHD INSPECTOR MUST BE PRESENT TO WITNESS THE TEST FOR IT TO 5. THE BOTTOM ASTM C33 SAND ELEVATION IS THE MINIMUM EXCAVATION STORM DRAIN SERVICE I �j\�j\ /\D/\D/\D/\ /\D/\D �j\� p� BE CONSIDERED VALID). IF THE PERCOLATION IS LESS THAN THAT DEPTH. �D\\D SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR SHALL 6. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#20 "SEEPAGE BED" j\Oj Oj\Oj\Oj\Oj�Oj\Oj\ \Oj\ o Q� CONTACT ENGINEER TO RE-DESIGN THE SYSTEM TO ACHIEVE THE BUILDING LOT REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY FOR ADDITIONAL REQUIREMENTS -"OPTIONAL CHAMBERS ARE NOT \\/\ \\/\\/\\/\ \\/\\/ \/\\/ MODIFICATIONS TO THE STAMPED, APPROVED DESIGN PLANS. REQUIRED. SIDE LOT LINE �I /�\/� /�\/�\/�\/� \/�\ \/�� O 10 7. GROUNDWATER WAS DETERMINED WITHIN THE PROJECT GEOTECHNICAL I X�AA��AA VA�VA�VA�VA�VA�VA� ��\j DRAIN ROCK SPECIFICATION GEOTEXTILE SPECIFICATION REPORT TO BE DEEPER THAN 2558, WHICH IS DEEPER THAN 20-FEET 5.00' 6"X4"SDR35PVCWY/ - FLOW // M BELOW THE GROUND SURFACE AS DETERMINED WITHIN THE PVC THREADED CAP GOETECHNICAL REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS \D\ D� � N Void Volume of T pical Materials Non-Woven Filter Fabric DATED 8/4/23. cIL �A D DA DA DAD DA \ D DA s 0 o Property Test Method English /o Material Void Volume Tensile Strength Grab ASTM D-4632 120 Ibs 8. THE DESIGN VOLUME OF THE FACILITY DOES NOT INCLUDE VOIDS WITHIN rG 2 th Max Blasted Rock 30 g (Grab) 4"SDR 35 PVC @ 2.0% 4"SDR 35 PVC WYE w3 � 1-'/2" to 2") Uniform Size Gravel 40 Elongation ASTM D-4632 50% THE ASTM C33 FILTER SAND LOCATED AT THE BOTTOM OF THE FACILITY. o W Uniform Size Crushed Chips 40 Puncture ASTM D-4833 65 Ibs p` 3UM Tra ezoidal Tear Stren th ASTM D-4533 50 Ibs 9• THE SEEPAGE BED WIDTH SHALL REMAIN CONSTANT ALONG THE o Crushed Glass 30 p g LONGITUDINAL LENGTH OF THE SEEPAGE BED. z U3 UV Resistance ASTM D-4355 70% PLAN VIEW SECTION VIEW A-A 06 Crushed aggregates shall have a minimum 50% crushed or fractured face (at Apparent Opening Size 10. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION least on one side and meet the following gradation: (AOS) ASTM D-4751 70 US Std. Sieve TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY Permittivity ASTM D-4491 1.50 sec-1 EXCAVATED (NOTE: AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS TomCrushed Aggregate Water Flow Rate ASTM D-4491 120 gpm/ft2 THE TEST FOR IT TO BE CONSIDERED VALID). IF THE PERCOLATION IS STORM DRAIN SERVICE 3 N z O LESS THAN THAT SPECIFIED BY THE SOILS REPORT AND ENGINEER, Sieve Size Percent Passing J w J M 0 o Woven Fabric CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR 0 > � w 3 inch 100/o < 0 ,64 Y DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE SD.3 co CO 1 inch 25-60% Property Test Method English F < m o REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY 2i - Y o -.- 3/8 inch 0-4% Tensile Strength (Grab) ASTM D-4632 Min 250 Ibs W MODIFICATIONS TO THE STAMPED APPROVED DESIGN PLANS. W Q " N X z No. 200 0-2% Puncture Strength or CBR ASTM D-4833 or Min 125 Ibs or Min 950 o _ < � N Puncture ASTM D-6241 Ibs 11. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC ' a 0- w o LL o UV Resistance ASTM D-4355 Min 80% MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL Z N Apparent Opening Size COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT JOB NUMBER: M� (AOS) ASTM D-4751 70 US Std. Sieve OF THE MARKERS DURING CONSTRUCTION, AND PRIOR TO BACKFILLING. OHO R IDB2355 �++ Water Flow Rate ASTM D-4491 Min 18 gpm/ft PRIVATE SEEPAGE BEDS DO NOT REQUIRE ELECTRONIC MARKERS. �OJ G��O� Q DATE: 10-2-23 Percent Open Area CW-02215 Min 4% Q O� AQ G`Q � SHEET NUMBER: SEEPAGE BED CROSS SECTION Go J SD.3 J 1 B 2 5 LEGEND 7 - - - - - - - - - - - - - - - - - - - - - - � 36" O1 TROWEL SMOOTH I I 28" 6 O EDGE OF GUTTER I I 1 1 O3 1.75" X 1.75" X 1/4" ANGLE IRON. I STANDARD GRATE FRAME A N A SEE SD-609 AND SD-610A A -a F A ---------------- --T F-- ---------------- NOTCH O4 PAVEMENT SURFACE. I O� O� I 2 X2 A A O5 STANDARD GRATE AND GRATE FRAME. SEE I �CO� ���� SD-609 OR SD-610A. --- 2 © 4" X 4" X 3/8" ANGLE IRON I I (3) 7" NO.4 BARS 2 1/16" LIP (TYPICAL) I - `� N N TOP VIEW ,� 2a' L - - - - - - - - - - - - - - - - - - - - - - � q„ \ q• N q„ 18„ 6„ R1 2" d 3 4" / / PLAN VIEW s E ti 1 3 I TYP. Q 6 1/2" 6 1 N.T.S. 6 O - _ 3 L:i a.. V a - - o 5 R1 oo y +i+ �a3 yy 111=III=III=III=1�1=11 Q o� a SECTION B-B SECTION A-A ISOMETRIC II-III=III-III-II 3 _ 1-III=III-III-III= .; �� 5 3 -ICI-ICI-ICI-ICI ICI-ICI-ICI-III-I p Er_ y o N.T.S. B p 6 2' III-1 I=1 I-I -I :' _ -1 I-III-III I- 0 e� o 5 B -III-III-III I I= -1 1 I-V Q B GRATE TYPE III 2" TI-1T1=�T —ICI-1T1- a B —1 1= 5 I_I 0.20% MIN SLOPE 7 a Q +' o 2 a z TOP VIEW -- II--- � N N a92 N.T.S. I I 3 2 I H 4 I "w d Tom m I nn II'' BAFFLE WALL 8" RADIUS UP TO INLET CATCH 4 I�V� 4 OUTLET d BASIN, SEE ROLLED CURB SD-702. 6„ 18" 4" 3 Q� o FLOW- 0 ELEV B HAND FORM RADIUS AT FLOW ' INLET CATCH BASIN TO FIT I 2" 28 4" 3 PLAN ELEV A 51/2" q ELEV D ' N.T.S. s" 1'-2" 8" INLET BAFFLE WALL 4 p ELEV C z 2" LIP °- - 4 - 20" STD 2" 6 SEE NOTES BELOW 3-0 2-4 M s" 2'-0" s" roP of cuRB CONTACT DMINE Ld� .. 2„ 7 � 27 1/2" I.D. SECTION A—A 48—HOURg a 0.OPEN FLOWLINE OF CURB N.T.S. SECTION A-A gEF01 DIGGING N.T.S. LEGEND BASE OF CURB �-SOO'34Z-1.�S5 Oj ADJOINING TOP OF CURB. NOTCH ° NOTES 1-3/4" x 1-3/4" x 1/4" 2 x2 II—III— 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY O OUTLET. � CATCH - AREA STEEL ANGLE I—I I M I O3 PAVEMENT SURFACE. 2 28 LEGEND: 4 STANDARD GRATE AND GRATE FRAME, TOP VIEW END VIEW -III—I 1 MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) N 111=III w z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) O SEE SD-609 OR SD-610A. —III-- U U) O STANDARD ROLLED CURB AND GUTTER. 8 1 -2 6 - I—I J = 3 H 1-FT USE GRADE RINGS TYPICAL J Q GRATE FRAME DETAIL —1 11= 1—FT < H <= 2—FT USE 24" DIA RCP RISER a ©4" X 4" X 3/8" ANGLE IRON NOTES -I I I—I I 2'-4" N.T.S. I 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS CV O7 (3) 7" N0.4 BARS D FOUR-SIDED FRAME IS REQUIRED. —1 1I— -I�I-�I (DEL. A > EL. B BY 0.10' MIN w O p LEGEND -I 11- EL. D < EL. B BY 0.10' MIN U)1-1/2" Z ® I�I-EDGE OF GUTTER SECTION A—A x 3/4" STEEL BARS (TYP.). =III—I EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD Q O1 Q N.T.s. ,I— 5 WATERTIGHT SEAL 2 O2 1/4" FILLET WELD ALL BARS. -1 I1= 8 PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET 0 4 PLACES (TYP.) SECTION B—B ON SIDE OF BOX Q CO O Lu WELD (4) 1/2"x7" STUDS. N.T.S. 0 2017 ACHD REVISION 2017 ACHD REVISION Q < 2017 ACHD REVISION 2015 SAND AND GREASE TRAP STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING ACHD STORMWATER DESIGN Q INLET CATCH BASIN CATCH BASIN GRATE INLET CATCH BASIN GUIDELINES BMP 01 QLIJ FOR PUBLIC WORKS NO- FOR PUBLIC WORKS NO. FOR PUBLIC WORKS NO. 1 OF 2 07 _ Q CONSTRUCTION TYPE IV (FOR ROLLED CURB) SD- 604A CONSTRUCTION TYPE III SD- 610A CONSTRUCTION TYPE SD- 601 (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) U w w z 0_ O d 1 LEGEND ANAL Qi 2 WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED p�c� <cG\STE F /"CO FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) /y Q� 1 z O4 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER Q O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- / O 00000 0 \ EXTEND PIPE (1" TO 6" MAX.) 3 CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS ./ ❑O O O O O ❑O ` I INSIDE MANHOLE ° - - - Q. OOOOOOO I-III 11=III=III _ _ _ 0 PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" O O O O O O 7 � 10-2-23 O O 9T �QP� -III III-III III-��II11111=11 °�'b: °,'Q. PIPE. DRILLED WELLS MAY USE 4" PIPE O O STORM O I A III=III-II -III- Q,. 0' NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK 00 DRAIN 00 - III—III III=III 1=III=11 III=III= - . Q - POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LBS CY 0 0 I _ — 111—III ao ,>,� ,.. AP `.=>.p-•> / / � O O O O O O Q O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. °� 0�00000000000 11 LEGEND a USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES \ O O O O 0c\I ' ' _ • • PIPE FROM INLETS • • • O1 CONCRETE COLLAR IN PAVED STREET SECTIONSco 00 0 • \3 3 AND/OR TEE IN PER SD-616. , �• • • 3 NOTES: MAIN LINE. • • . • 5 I 2 PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR I O NOT TO EXCEED 18" FROM FINISHED SURFACE GRADE RINGS GROUTED WATERTIGHT IN PLACE, 00' 0 0 0 0 • STORM DRAINAGE FACILITIES I • • • N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS I I TO TOP OF CONE. , c-5 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD O PRECAST MONOLITHIC ECCENTRIC CONE SECTION. • Q (REBAR NOT SHOWN). LL 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 4 N P LAN O RAMNEK OR APPROVED GASKETS AT ALL JOINTS.0 w PLAN • N.T.S. O5 PROPERLY ALIGN ALL INTERIOR JOINTS. p N.T.S. > 18 1 -O„ 6 © PRECAST CONCRETE MANHOLE BARREL SECTION mo (MIN.) (REBAR NOT SHOWN). O 7 O PRECAST GASKETED HUB RING OR RUBBER LLI m 1 0 a °,o °, e °,< 6 10 9 8 GASKETED COLLAR. F F o I => ® SURFACING TO MATCH FLUSH WITH EXISTING Z I fff �`, SURFACING (AS SHOWN). Qo a W it a �:_. I , 24" DIA. O9 FRAME TO BE GROUTED TO GRADE RINGS. <z O (n e ' Q Q 1 10 FRAME AND COVER PER SD-617. �� N w 6 SECTION CONCRETE COLLAR Zol Q `a 8 4" (MIN) 11 MANHOLE STEPS. NU > N.T.S. °° �m 8' In12 SEE SD-501 FOR CAST IN PLACE MANHOLE _ ° N BASE. SEE SD-501A FOR PREFABRICATED oN ° q 2'-0" 3 BASE. zQ w OR 2'-6" NOTES: LL 9 4 OA OPTIONAL PREFABRICATED MANHOLE BASE WITH oAPPROVEg NOTE: v 5 ENGINEERS APPROVAL, SEEPE DM501.AY USED WITH ZO w� SECTION A—A _ 9 A TOP OF COLLAR TO BE FLUSH O © PLACE VERTICAL WALL ON UPSTREAM SIDE OF dz > N.T.S. .S. WITH MANHOLE COVER. 6 11 6 MANHOLE, ROTATED 45 DEGREES. w� © 3LB PER CY OF FIBER-REINFORCED 48" z © FOR INLET PIPE DIAMETER, D, GREATER THAN 24", z O ° ° CONCRETE MAY BE USED IN LIEU OF z ` SEE SD-613 OR SD-614. lN , ° ° LEGEND REBAR WITH ENGINEER'S APPROVAL. a O1 4 REBAR 2 EACH SEE SECTION A-A . OD MANHOLE FRAME AND COVER: Jw o o N # ( ) ) 6" (MIN) � ;.� _ A. REFER TO DRAWING N0. SD-617. ao B FRAME AND SHALL BE FLUSH WITH A COVER SH ° O #4 REBAR AT 20" SPACING. 7 r: ' SLOPE OFPAVEMENT. zo 12 SCORES. 1/8"-1/4".. C. "STORM DRAIN" ON COVER. 3 O !'- ' E WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER zz w �--►� 04 RIM. RING OR GASKET COLLAR WHERE THE PIPE IS IN rK 10 CONTACT WITH MANHOLE BASE AND/OR MANHOLE w3 O FRAME AND COVER PER SD-617. SECTION A—A CHANNEL, IN ORDER TO INSURE A WATERTIGHT D 4" TYPE 1 N.T.S. SEAL. to SECTION © SEE "DETAIL A" FOR REBAR IN COLLAR. BEDDING �3 6" F EITHER BASE ON SD-501 OR SO-501A MAY BE iY N.T.S. O7 FINISHED GRADE. / O USED WITH EITHER MANHOLE DESIGN. ao 2" (MIN.) ° . z o3 ® SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT. O9 GROUT BETWEEN RING AND COVER AND GRADE RINGS. FRIB1O I L USED N U TUDOYPROYLENE FIRER (1 IN 2 LBS.TEER CY) DETAIL A MAY N COLLARS. N.T.S. 2017 ACHD REVISION 2017 ACHD REVISION J O 2017 ACHD REVISION z � 2017 ACHD REVISION IDAHO STANDARDS - IDAHO STANDARDS IDAHO STANDARDS FOR PUBLIC WORKS STANDARD CONCRETE NO NDARD DRAWING Q z m z � 0 FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS G R 0 U N DWATE R STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD - 627 OBSERVATION WELL SD- 627 FOR PUBLIC WORKS MANHOLE COLLAR NO. _ (ACHD SUPPLEMENT) CATCH MANHOLE SD- 611 0 0 a _- z N CONSTRUCTION CONSTRUCTION w ¢ - (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) CONSTRUCTION S D 61 6 0 w W IL L Q 1 OF 2 2 OF 2 ACHD SUPPLEMENT Of T a a o O z N JOB NUMBER: F O IDB2355 m O O,o, Q DATE: 10-2-23 AQe�V� � SHEET NUMBER: �O OAS SD.4 yo W ENCLOSE TOP & SIDES OF ROCK WITH NON WOVEN GEOTEXTILE FABRIC SAND/GREASE TRAP (ISPWC SD-624) OR s 1/2" 2'-6" SEDIMENT MANHOLE (ISPWC SD-61 1) 1-FT MIN TYP 6" MIN TYP 18" DIA. HDPE OR PVC 1/16" CLEARANCE 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ PERFORATED PER 2' RING & OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN ENCLOSE TOP & SIDES OF ROCK SCHEDULE BELOW A COVER PER WITH NON WOVEN FILTER FABRIC SEE COVER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS OBSERVATION WELL #1 A 00 ISPWC SD-617 AND DRAIN ROCK �ON OPPOSITE SIDE OF STREET IN SIDEWALK OR a (TYP) TREES & SHRUBS NOTES ARE NOT PERMITTED MIN 50' DISTANCE o OBSERVATION OPTIONAL STORMWATER STORAGE "-2" CHIPs;ON TOP OF SEEPAGE WELL CHAMBERS, SHAPE & SIZE —� CO eWQ o w BED VARY PER MANUFACTURER �c 3 a 1 �On >X,,c 18" �d O ELEV BOTTOM PERF <= EE COVER ` ///\ / ° 12" 4 \�\\/ \�\\ WOVEN GEOTEXTILE BETWEEN o ELEV BOTTOM BAFFLE NOTES /\/\/\\j\\//\i 57 3/4" CHIPS AND 2" DRAIN ROCK L —12" DIA. HDPE , O C 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 /\j\\%\\\/\%\%\ OVERLAP WOVEN AND NON aa� V w OR PVC SD PIPE PLAN L U U SEE 5 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 \\j\\/ \ /\\j\\ WOVEN GEOTEXTILE A MIN OF I = PERFORATED ® ® —� ® �— ® N.T.S. 6 O v N a o -- -- -- -- cn cn O O C y o NOTE 11 STD SLOPE \ \jNATIVE\\ \\ 1-FT ON ALL SIDES 2" WASHED DRAIN w 2" WASHED DRAIN L PER SCHEDULE 7 )OU O�C - / 0% SLOPE 0% s .o ROCK OR CHIPS> ROCK OR CHIPS> ; NOTEW1 1 SEE Ooo a0 g o s E y . . LL /\\j\\%NATIVE \\�j\\\\\\ 2" WASHED VARIES-SEE 2„ WASHED ewa \ 3/4„ 9„ OQC W Z L E as u o OoO° En ` \ DRAIN ROCK PLAN SHEETS DRAIN ROCK /\/\\j\\%j\\ "' ' O MAINTENANCE _Q \\ \/• //\i \\ �- \\ \j \ 1.5-FT 1.5-FT DIVERSION STRUCTURE WITH ACCESS TO °Oy Oo°O _ RAISED INVERT OR WEIR WALL STRUCTURES - o°O Oo°O°O° v 5' OF 18" SOLID . . Joo' OoO Oo°ODOo° on Q ow ASTM C33 ASTM C33 ASTM C33 oJ0 Oo00o00oO0oO0oO0oO Oo00o00000000o00d C 1 .. .....::: WALL PIPE WITH 1.5-FT DTH VARIES 41 -� �_ ` FILTER SAND.::;.:.1' `FILTER SAND;':: , ,'.:, FILTER HIGH FLOW BYPASS PIPE WQ PIPE, +. 4» OF 4" PIPE BEDDING ':; 3-� 15' MAX WIDTH 1 1 ON BMP 20 PERF TOP HALF 8„ Q N o WI S PER PLAN SAND SEE NOTE �H w MAX HSGW (1 of 3) w 10 NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN o O O O O Oo O O O O O O O O C ca • w MINIMUM OF 1-FT TOP AND BED NON-PERFORATED -ELEVATION OPTIONAL CHAMBER STANDARD 21 °O°O°O°O°O °O °O°O°O°O°O O °O°C IL rw aTo d ,� m m SIDES ONLY TO PERFORATED PIPE SECTION SECTION SECTION A-A N.T.S. N.T.S. Li SECTION A—A 8 N.T.S. CAST IRON `\ ^ NOTES: OBSERVATION � B•� 10 s ' 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. I� WIDTH PLAN-SEEPAGE BED RING & COVER 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE WELL #1 r \ �c� I 4S• / I OUTSIDE ROADWAY S ED N.T.S. MAX HSGW ELEVATION 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED N.T.S. SIDE 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS n OBSERVATION WELL #1 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS >T ON OPPOSITE SIDE OF STREET IN SIDEWALK OR N.T.S. 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM CONTACT DMINE 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE �4S•I h5 Sidewalk 48-HOURS 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES A A 18" PERF PIPE 12" PERF PIPE LEGEND BEFORE DIGGING 9. BED WIDTH SHALL REMAIN CONSTANT = WQ BYPASS SEE NOTE 11 12" 4" 12" 1-800-342-IN5 10. WATERTIGHT CONNECTION REQUIRED CD (D 4- 1" DIA. HOLES ON 3 1/2" RADIUS. 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF Q100 VELOCITY THROUGH STRUCTURE > 0.5 FPS z1 OBSERVATION PERFORATION SCHEDULE - WELL #2 3/8" PERFORATIONS IN VALLEYS SD PIPE O2 MECHANICAL PLUG. ® ® HI F BYP-7 PIPE ® E ® , COVER NOTES: ACROSS STREET OF CORRUGATED PIPE. 5 EA ON SE NOTE 11 ON M 12" DIA. X 1'-0" PVC, DIP OR CP. FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: WITHIN SIDEWALK 18", 8 EA ON 12" 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED (1 of 3) Io 0 o Oo0 (n� (On�o° ® FIBER JOINT MATERIAL. N !SEEHAGE BED 1000 O �0 00 00 11 O PVC ASTM D 3034. (� FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: Q 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED Sidewalk PPR�B1=21P� ® non° o- - �O°�O�O © 45' BENDS. J = --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN i 1 '� d Od Od Oo00o0000, a --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED A 0 "Y" FITTINGS. CV --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE PLAN 6 EXISTING OR NEW PIPE. LLI Z OBSERVATION WELLS: 2 REQUIRED PER BED O O_ � 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 s TYPE 1 BEDDING MATERIAL. Q z MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. PERF TOP HALF RAISED INV OR WEIR WALL = Q 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE 10 MISSION COUPLER OR APPROVED SUBSTITUTION. REQUIREMENTS FOR FACILITIES IN RIGHT-OF-WAY 0 cl SUBGRADE PLAN-SEEPAGE BED SECTION B—B 11 UNDISTURBED MATERIAL. CO � 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 N.T.S. < Z) w SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 2. NO GREATER THAN 10-FEET IN DEPTH TO THE BOTTOM OF THE ROCK; ct) 2i SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES 3. MAY NOT EXTEND OUTSIDE OF THE RIGHT-OF-WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT); N.T.S. ui co Q Q 2015 Q 2017 SEEPAGE BED WITH STANDARD DRAWING 2017 SEEPAGE BED WITH STANDARD DRAWING 2017 SEEPAGE BED WITH STANDARD DRAWING » ~ ACHD STORMWATER DESIGN ACHD STORMWATER DESIGN ACHD STORMWATER DESIGN IDAHO STANDARDS STANDARD 4 TRAFFIC STANDARD DRAWING w w GUIDELINES OPTIONAL CHAMBERS BMP 20 GUIDELINES OPTIONAL CHAMBERS BMP 20 GUIDELINES OPTIONAL_ CHAMBERS BMP 20 FOR PUBLIC WORKS No. o a SHEET 1 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 CONSTRUCTION RATED CLEAN —OUT SD- 506A �SS\0AL ENG� G\STE 3 s� 10-2-23 �o 0 ER . . . • .• .• 24"DIA.CAST IRON RING • • • • • • 24"DIA.CAST IRON RING AND SLOTTED COVER(TYP.) , '• '• '• AND SLOTTED COVER(TYP.) • • � � � • 4'-0" ' • 1 2'-5" V-6" �� 5„ CL r CL 6 TOP OF BOX co 3 • N O W `n A A GROUT PIPE 11 0 ~� PERFORATIONS OUTLET + I C4 ¢o TO STRUCTURE 0 z o. N U 3'-42' 3'_82" �— 1 + I — �a3 4'-0" ID �G14 OUTLET BAFFLE z 3„ �N 00 o N o 3 1' 111" 0 0g I I CL2 1' 84" Z w� rl/ �I m w z W 0 L — — w> K U O - - - _ - F O 4" Y 1 FLOOR 3' 5" 3'-5" aLL M ID ID o O 3'-11" 11" zm 3' PLAN VIEW O zz PROFILE VIEW SECTION A - A o3 N wo 3 ILo ro. LLI o3AMCOR DB-350 CATCH BASIN 1 SD.5 M O JLID W a � � 00 11 00 a Z OW I-_ N m 0MN1 Z o 0 LU WILI O z N JOB NUMBER: 1 O O0 IDB2355 m �O,o, Q DATE: 10-2-23 AQe�Vv � SHEET NUMBER: SDm 5 I NJ 1 W � Q W 900.00'CITY OF r----I-- I / ❑ I MERIDIAN I I ®❑ I WATER& • F_ I 1 a SEWER EASE. . . h I I -- ------------------- o Keyed Notes � / I / 6-5 4s 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 I �� a AND DETAIL 1/SS.1. i 1 m Z 2. CONNECT TO EXISTING SEWER -VERIFY AND MATCH EXISTING 1 Ili / I x - - 258p INVERT ELEVATION AT POINT OF CONNECTION PRIOR TO START OF -- 0 -__ -__-_ - - W. DIRECTOR LN. (PRIVATE) -- - - CONSTRUCITON - NOTIFY ENGINEER IMMEDIATELY IF PLAN II Y� I 5-5 y 0 q ■ DISCREPANCIES ARE NOTED. v �`U II / / I - I-- - ■ -IA -_- I I II O0 _ r wp II IN wr II r I ci, N A - ■■■- Notes Q oE oo�Ea�c>E ---- - 11.00 + + rn,R 1 I co + It + 1 SEWER MANHOLES SHALL BE 48 DIAMETER ECCENTRIC STANDARD �„ nN aW -4 N m m I L B ^ W CJ w " °° (DZn Rl (P C ao N4-5 � o ew I cn N u � v' w co v r °° cn o 'o °'T _T3-5 1 N N Nw c" INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND r cnrT nFne 2m (� 7 MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. rgcn Ic Vao Tc o V _ Zcc T V T -508.MANHOLE COVER PER ISPWC STANDARD DRAWING SDI r Ar " ? o -aAPE . o ---------------- L 3s" yoTa.wyaadN o}Q 2. INSTALL STANDARD SEWER SERVICE "TYPE D" PER ISPWC SD 5 Q cn J L _ ;I oos z 4"IE:2573.43 4"IE:2573.56 4"IE:2573.68 4"IE:2573.76 4"IE:2573.67 4"IE:2573.50 4"IE:2573.52 4"IE:2573.65 4"IE:2573.77 4"IE:2573.89 4"IE:2574.01 4"IE:2574 INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD c N a E d o 1 - - FG:2579.43 FG:2579.56 FG:2579.68 FG:2579.76 FG.2579.67 FG:2579.50 FG.2579.52 FG:2579.65 FG:2579.77 FG:2579.89 FG:2580.01 FG:2580.14 : - STA: 1+62.00,0.00' - - - - - - _ _ _ - - - - - �� N DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4' OR 6" PVC a m - T o }a ca •°. .' . • 1 a' - - SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN °' : • 1 1 1 1 1 1 1 1 1 w ■ (n 18 INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL 8W B W 8W 8W 8W 8W 8W 8 � . 1 1 1 ■ USE C-900 PVC WATER CLASS PIPE. 8W 8W 8V 8W 8W W 8W 8 8W 8W -8W W i � 11+00 I �I I � 2+00 167.69'OF 8"SDR 35 PVC @ 0.413% 3+00 °'' ds 4+00 238.75'OF 8"SDR 35 PVC 0.4 7° + "'- �� �- < I i as- as as I as �8 ST_ @ 0 /0 5 00 180 6+00 234.66'OF 8 SDR 35 PVC @ 0.403% 7+00 1 ■ W 3. 8 GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER 8S] ■ W THE CITY OF MERIDIAN STANDARDS. SSMH-1 1 SEWER LINE A , 1 1 SSMH-2 W. MALBAR ST. 1 ■ = 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. W 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. ` - -- L - - - - - - - - -- -- Lu 1 - - - - - - - - - - - m a"1e:2572.43 4"IE: 4"IE: 4"IE:2573.26 4"IE:2573.53 - - - ■ 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT CONTACT DICaLINE „ FG:2578.43 - IE:2573.55 4"IE:2573.38 48-HOURS f - ---------- --- FG:2578.78 - FG:2578.99 FG:2579.26 FG:2579.53 4' 4"IE:2573.70 1 4"IE:2573.88 LLI / -- ----- - - -_------_ ___ -_--- - ------ - FG:2579.55 FG:2579.38 L ------------- FG:2579.70 - J FG2579.88 ■ ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE BEFORE DIGGING ------ I i - r -------r-------- ----�-r ------ ------- t -- ------------r- -- ELEVATIONS A w -_- -- ----- - - ----r-- - - Z b / m o N m (� w N I p co c 1 _'- (� I p Cep A A p(7 I a ^ ^ w LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT 1 800-342 1585 II I r in _ ■ ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. N r co N o A I'll a O C m o C N Fn o C RI N N �O I A \G m } lG w + ■ CJl T - 2r G1 N r e o Fn V N v, ? N fD m 4 ? A A Z A w N Z A W v T N N T �N„ g T 0 cNi, r A N o 6 N m o o ■ 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH II I C7 I A N 90 o o° �+ a° cn ? p � ? ? w z A w „ " c�+ n �" cN„ _� T `D ■ FINISHED GRADE AND SLOPE. I I V w O A O - 00 Up C.i, �, A Z A p Z A W f7, ? A ■ 1 I I m I i 2-3 ; 1 3-3 I 4-3 5-3 1 6-3 p o �' o ° o ■ 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON N II I z I 1 25�9 I I 7-3 8-3 1 9-3 z �o ■ THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO J W I I I ■ DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT U U) ■ THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE J = j I m Ih j a ■ PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. N CL SS MR Ri -�--- �� I I 1 2580 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND W p 0 -----1�" InTI 62. I L --------�--- _ S 888 In 62. ----- -------I--- ---� INCLUDE ALL WORK I ■ ALL EXISTING CONDITIONS PRIOR TO BID AND INC � _ - - - - - - - - - - - - - - - - _ _ _ _ _ _ -- -- � ■ (INCLUDING SURFACE RESTORATION) IN THE BID. _ > Q 681 � - - L I d-E.G. - - 6P� - 6PI - o - - _ - 6P1 - EPI - - - - _ - API _6P1 6P1 - - P>I 6P1 6P1 6P1 J m G 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS I I G'� �� I� E!� - Q- - - REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING Q Z) w DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH U) 2 E.G. E.G. E.G. E.G. E.G. E.G. E.G. ■ Q TOP E.G. E.G. E.c. E.G. E.G. E.G. THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF Q < --- -- -- --- -- ---------------------------- T --- --- E G E.G. E.G. E.G -_��1 SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED C� --- ------- ------------------------------------------------------------------------------------- --- -------- _ cwa s-a-----sae------sloe----�r+a _- -_----s- ----- ------------ - Gl+a GF48 6W9----f 48 _ -_ --7 ------------- TnP --------------_TOP_ -------- °----------- W$ ------ - ------- 48 ----�148 �W$ ---- -� Q W m - - - - - - - - - _ - - - - - - - - - - - - - �aP- - --TnP----------- J 11 (n ~ THROUGHOUT THE DURATION OF CONSTRUCTION RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - F X ■ PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE z o PAYMENT SHALL BE MADE. o a N SEWER LINE A STA 1+62.95 TO 7+40_ o��S�\\0 sA E FNG/�F �� o f 0 30 60 FEET 10-2-23 �O USE CHIPS TO BACKFILL TO -po, OER\C�S�� 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40 SPRING LINE OF THE NON POTABLE PIPE PROVIDE 2588 2588 PIPE THAT IS ABOVE TEMPORARY PIPE SUPPORT THE WATER PIPE AND SHORING AS REQUIRED • .. 0. .. .. .. .. • 00 00 OR ~ o 2584 M g N (D N 2584 r)l co co co - N w co N N � N �`� o 0 0� • • O ticZvo c c00NN ~ = � NZ 45° BEND o 0 0 0 ti co _ CR N Z Z D N + W W c c � � N M w w w APPROXIMATE EXISTING N u) co coJ €? � 45° BEND O = o co N N ? �`' °° °° °° GRADE @ PIPE C/L - w �Z oO N Z Z O o 0 0 <°O o o Q 10 fn O W W W x + - - - C-900 AS REQUIRED c �� a& N 2580 W °° °° °° 2580 10' 10' TO ACHIEVE o 0 0 0 0 0 0 � <z O CLEARANCE C-900 AS REQUIRED TO om N ACHIEVE CLEARANCE POTABLE LINE g Yl � FINISHED GRADE @ PIPE CIL 450 BEND (MAIN OR SERVICE) z? Q 45° BENDoo m II II NOTES: 03 II 2576 I 12"SD 2576 1. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF QU o PI CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. THE POTABLE LINE SHALL BE LOWERED AS SHOWN TO PROVIDE 18" MIN. VERTICAL CLEARANCE w> O 12" p BETWEEN THE EXTERIOR WALL OF THE POTABLE AND NON-POTABLE LINES. �U O Z O 2. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER a 8'W BASED ON FINISHED GRADES. O10 jz 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL 4 N 1 2572 j j 2572 WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. ♦ O 4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. ~ NK N 5. PROVIDE THRUST BLOCKS PER ISPWC. 0 �o IL 6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL3um WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. 7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL � 2568 2568 INFORMATION. CA POTABLE & NON POTABLE PIPE CROSSING 1 z z � Z r Z � � o EXISTING 60.00'OF 8'SDR 35 PVC @ 0.413° 234.66'OF 8"S R 35 PVC 0.403% SS.1 a 4 Y 238.75'OF 8"SDR 35 VC @ 0.40 % M H W O 2564 �--- ---------- 167.69'OF8" DR35PVC@0.4 ° 2564 0 LU UvLL Z Q Of .T � O IL d o W JOB NUMBER: 2rmlRPM' 10%Elmll% `'! F - ID62355 m 8"IE:2563.02 OJ`O`O� DATE: 10-2-23 HORIZONTAL SCALE:1"=30' VERTICAL SCALE:V=3' PQ �,�� 'uj SHEET NUMBER: 2560 2560 w W 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40 �O GOB Lm W W SS. l W U U) J 49- N:727230.11 - 3 E:2451856.96 4"IE:2573.69 SEE SHEET SS. 1 p 14.21 LF4"@2%. ■■■■■I■ *�T ■ ■ ■■■■■■■■■■■■'■■■■■■■■■■■, I■■*■■■■■■■■ ■■ o N:727219.29 Keyed Notes f I I M F- ----------i � E:2451866.17 I I I F_ 1 p =o N 00v 4"IE:2573.40 �i I 1 7+60.95,38.50'R c 4 U _ 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE I 1 1-3 38.50 LF 4" 1 @� Q � � ' LINE SEE WATER NOTES 2 & 3 ON SHEET C1 1 I I AND NON-POTABLE I @2%MIN. U o0 ," . 2 • AND DETAIL 1/SS.1. 1 4"IE:2576.20 4"IE:2574.15 a Q " 580 FG:2580.15 M I - N. BRYNNER LN. (PRIVATE) 2. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER I 112SD CLASS PIPE SLEEVE PER CITY OF MERIDIAN STANDARDS. I$ I I o N:727218.65 - 1 ZE `_n w E:2451934.14� 5$p 3. CLEANOUT PER ISPWC SD-506A. y o= y� co 10.50' 4"IE:2572.04 7 _ _ LL - - - _ na � 11 \ a O 1 3 ■ C sey � T - _ - o I I I I 258p I I I I ■ W V - - o �I Ito 8+05.83,38.50'R ,� 0 37-5 ICI I I 38.50LF4" o+o I °+° I I I o' 1 1 1 o 'o ■ -_ -- I 1 @2%MIN. N A^ ''ten ? m A w a 4 A a rn a N A W 1 a A p N c+n ■ .2 N N a3 No o _ _ _ _ I I N Notes m@ W A W O Co T W co W 61 W CO W G W 00 W CO W A O E o o T d p OWo Oro m CPS awo A 40-5 � m oo co- - gym � m C� w o i:n- 00 m m co I to ? ao ■ C 4"IE:2576.36 I N it �'' N is 1 N �, N I "' °° _ "' (� °° " "'(e7 ao " "'(p m� m (� �+ m Cep oo Oo5 ■ 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD c� ,♦ _ Cn e O co Cn o 0 0 e O W N o O W I N a O W N �T' W I N N W ^' �" - N N W W N N W W N N N V N L I I 4 r - -4 r e N r Cn 00 N Oo cn o O Oo Cn o O OD O 0o C/1 o O OD �, o C7 o O W N o W c> c t 4"IE:2574.31 SSMH-3 �_ �, o rn �, `o oI v, g T o N T o T u, N g r L„ I r �, r I r r °° r °' cn ' m ■ MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. Q _ _ >a ICD I 12-3 FG2580.31 I� �� 1 1 Z ? r A Z ? I ,; I I N Z ? r bo ? r I I oo z o cn z A A z A q w z A I N z A N z a o "' „ "' " ■ INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND d a) - _ ` II - r , cn - r I w = r : r I N - r A r ? A r cn z p L i I 1 I I i 1 I ° w r ■ Q oow I I 4"IE.2574.22 4 IE:2574.08 v -- - - - MANHOLE COVER PER ISPWC STANDARD DRAWING SD 508 N cn U. 39.84'OF 8"SDR 35 PVC 0.420°�a 4"IE:2573.87 4"IE:2573.76 4"IE:2573.62 4"IE:2573.50 4"IE:2573.38 VIE:2573.26 4"IE:2573.16 4"IE:2573.17 4"IE:2573.31 4"IE:2573.45 i 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. _ _ - I FG 2579.38 FG:2579.26 FG:2579.16 FG:2579.17 FG:2579.31 FG:2579.45 ■ INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD a _ a m I FG:2580.22 FG:2580.08 1 FG:2579.87 FG:2579.76 - FG:2579.62 FG:2579.50 a T S - - - - - - - - - - y M mw -o� m �Q : • O _, ■ DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC : : \ 4"IE:2574.25 \ � N 2 2 - - C6 SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN ■ I I \ FG.2580.25 . 1 2 ■ 18 INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL \ 157 9+ 1 ., N. AR ■ 00 10+00 222.56'OF 8 SDR 35 PVC @ 0.404% 11+00 180� 190.02'OF 8"SDR 35 PVC @ 0.404% 12+00 ARCTIC FOX WAY ■ W USE C-900 PVC WATER CLASS PIPE. Si ' SSMH-4 g 1 te- o W 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER 0 1 1 SEWER LINE ALO II ��, ��k� \ SSMH 5 a 9+55.90,0.00dw- �' w 1 1 1 1 0 1 1 1 1 = THE CITY OF MERIDIAN STANDARDS. I 01 v6 \\ 8 IE:2566.69 awl aw -aw aw aw 4"IE:2567.35 - SSMH-6-� 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. 4"IE:2573.19 W O FG:2579.19' uJ 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES CONTACT DIGLINE _4"IE:2573.45 _ _ 4"IE:2573.21 4"IE:2572.97 _ 4"IE:2572.97 ■ V) 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. 4�I..IO�JRg 4"IE:2574.11 4"IE:2573.87 \\ FG:2579.45 FG:2579.21 FG:2578.97 FG:2578.97 - -I FG:2580.11 FG:2579.87 \ < ' IF 26.93'OF 8"SDR 35 PVC @ 0.430% 1T1 - -� \ // --------- __---- _----- ■ 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT BEFORE DIGGING ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE 1-800-342-1585 w ' W A W s A W ■ m o c 00 m N N �+ = ?° + _ + C� N ■ LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS v .. a O O T c O W m cn n ! (� m N �,�, N v, + h Fc o v in z a w I T � r- T 2 rQ T N e N ■ ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. - L. 0o 00 00 o I en * 1 _ CID o ? A o ? p N z ■ 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH PO 14 3 5- I I -4 1 2 4 0 1 N 3 4 o I o o ■ FINISHED GRADE AND SLOPE. N � 4_4 I m 0 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON LLI II \ ec I U 1 I I ■ U U) Lu I J ■ THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO J Q 0 ■ DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT = \\ E.G. E G Ec. 1 I �__� THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE CV z I - - \- - G. 1- I E.c. PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. W 0 I � %\ Vic. - - - - - + - T1 - - -- - - - - - L - - - - - - - - - - - - - - - -- L - - - -E�� - - �■ W O - - - - - Ems.- - - ----- ----- ---- G--------- ---_-- ____J I L---€e _L___ _L_ Ec 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND Z - €.c.=E.G. 1 G. ; - EG-1_ -- -_j---- Icil �A - - L -- - - - - ----- - _ _� E.c._ - - E,G. -E� ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK = Q IA m y - - _ _ _ E.c. _ - - � - - � - - - - -�. ----- (INC RESTORATION) co� _ _ (INCLUDING SURFACE RESTORATI THE BID I. O Id Id Id -- -- Id E G Id Id d d d E E' Id - Id Q o ,I �_ G 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS Z) LLI I 6PI 6PI 6PI 6PI 6 i' 1 6PI 6PI 6PI E 6PI 6PI 6P1 6PI 6PI 6P1 6P■ REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING � Q ----- ------------------- _ _____ m A __ _ - SUCH■ DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS < � aa---- -- - ---�-cr*a-_-_=ciao___=�ra��-��ra� �� s ---- cia 71. + ---6+4& ---sae--�iae---�=HB -----�8=---- R48---_---�+aa_---_---slas--- --�_---��------cFa�--------------- - ----------------------------------- ---- -- _ __ THAT THE FL W F IRRI ATI N WATER, AND DRAINA E FQ _ _ _ _ _ _ _ _ _ _ _ oP---� SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED u) �7 1 1 - - - - - - - - - - - - - - - - - ■ THROUGHOUT THE DURATION OF CONSTRUCTION. F o E I X 301� F ■ CIO 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - w w { o ■ PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO o RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE O a PAYMENT SHALL BE MADE. N _ �\\0 sA E FNG/�F SEWER LINE A STA 7+40 TO 12+80 �� o 0 30 60 FEET 10-2-23 �O s /( OF ER 7+40 8+00 9+00 10+00 11+00 12+00 12+80 2588 2588 • • . LO 0 0) - .• 0 _ .. . W W - • • • Z C7 Z c Z N .• .• .• 00 v M CID tD _ 6 6 c N CO N C �p LO N O [O N ? N 2584 2584 ooNcr� 00j o � N � � � N ? M N ti - O 2oNZ O = a� Nz O = °ONZ O o coco �` � • �co + W W � W W o0 u N f/) 00 00 00 V) 00 00 op co 00 00 DD ^ N APPROXIMATE EXISTING = N - O GRADE @ PIPE C/L m + w W O � - co oo co w N 1 a �z. M ow N 2580 2580 = N om Z U 01 FINISHED GRADE @ PIPE C/L 3 1 �m 00 zQ o_ U� 03 2576 2576 �Z w� o 8"W 12"SD W >� O w w� w> K U O Z 10 'Y 1�U JW MaLL _m N 2572 2572 �w O M ZZ ♦ ow N rK 1 N U� w3 o 3 u O y Y O o3 2568 R 35 P C 0.4040)D ~ Z 2568 p 222.5 'OF 8"SD 35 PVC @ .404% z � w � 00 O H a m z � 1 W O N N m 2564 ° 2564 w Q Z N Q O T W �� o O IL 0- o 9.84'OF 8"SDR 35 PV @ 0.420% W N JOB NUMBER: 1 _ 1 pF� J ID62355 m 234 66 OF 8 SDR 35 PVC 0.403/o �OV G,��p� DATE: 10-2-23 HORIZONTAL SCALE:1"=30' 2560 VERT CAL SCALE: "=3' 2560 �( PQ c�'C�� W SHEET NUMBER: 7+40 8+00 9+00 10+00 11+00 12+00 12+80 �JD Gp� Lm W SS.2 1 � � J \ \ \ �\ 5 � 80 d \ \ \\ \ o \ Keyed Notes v� 1\ 1. vv , jn 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE ■ �\ \\ 1 \ 9'A� �\ AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 \\I ��. • I,: \\ \ ` AND DETAIL 1/SS.1. \ o 1 ■ � I'•• ' \ ao � �,� � \ �\ � 2. T-TYPE CLEANOUT PER S1. ■ \ �' \ \ I ■ 1 \ \ 3. TYPE-P SURFACE RESTORATION. �_ y o= ■ o \ \ I \ Notes L'190.02 OF 8"SDR 35 PVC @ 0.404%-� \ a s f I 04 o o o 3=o w ui 2580 \ \ .. • •• \ \ � � � 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD ~ ■ 13+00 SSMH-7 \ I \ MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. C c Lu \ f I INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND \ v U W b--- 6' I MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. Q - - ' (q \\ a I I )_ 11 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. ` bT. Lu �, \ I I 11 i o INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD = N a° E g Lu ■'. of sO \ y I 2 LuDRAWING SD-512. ALL SEWER SERVICES SHALL BE 4 OR 6 PVC ° N o V) ■ \ I I I i w SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN d m w a T o CE m a ■ o `�`ro \ _ - o W 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL ■�� �'��� G�, \ USE C-900 PVC WATER CLASS PIPE. Q Lu ■ \� �j+�o P \ o I 3 , Z:) N 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER 1 ■ 'goo -- N I v N THE CITY OF MERIDIAN STANDARDS. ■ I 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. ■ \� # �� ��4 14_ +S09'OF 8"SDR 35 PVC @ 0.400% I 15+00 I ■ I 1 � � � i . � I I � 15+48.42 I 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES ■ � - 2 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. ■ I I _L- J 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT CONTACT DICaLINE --- ---- -- - --- �p� • �,., 1.n� _... ew aw ew wTaw aw �fV-HOURS �� GI E.c N. ARCTIC FOX WAY I z ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE SSMH-8 o N v I N: 727612.7464 LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS BEFORE DIGGING ■ I� - -z p r 1 800-342- - - J E: 2452066.6914 ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. - - 1585 �•- rt - - - - - - - - - - - ®® - _- - -'_. - = - - - - - -� - r - - - -I B,.IE:2569.32 -- 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH t _ 7-4 .• - I 15+48.42,0.00 - �- - _ _ _ _�• �---- _ f � I - FINISHED GRADE AND SLOPE. d id Id \\ \ 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON ■ p / 6•P' I 6 I i'• IA 6 P I E THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO W DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT C) ■ Doi 301 I j I I THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE J Q J 2 r----------- -- o�-- ------- = ___---_--- PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. _ a ---- 148 GI ---- m ------- -------- ___ GI4 148 -- L _ -_-- I 1 r 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND w Z p 101 ----------301 I ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK U - - (INCLUDING SURFACE RESTORATION) IN THE BID. 2 L Z > Q 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS p p REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING Q Z) Lu Lu DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH U) THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF Q < SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. Q SEWER LINE A - STA 12+80 TO 15+48.42 w 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - F Z PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO 0 30 60 RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE w ui FEET PAYMENT SHALL BE MADE. ° O 0- �SS�ONAL ENG� \STE 3 s� 10-2-23 �o 0 12+80 13+00 14+00 15+00 15+80 s K ER 2588 2588 • . . • . . .(0 (0 -a 0 It:. 00 0 .. .. .. . w N . 00 z rn ? co rn 00 . 2584 CR co co r to N 2584 " N o � Ln oCR � M ti N ~ M ti N ~ • - 2 00 06 N - = p N - 0 Mr2 W W N M W W fn 00 Oo N 00 co O FINISHED GRADE @PIPE CIL a Fo M wN 2580 �_ - 2580 go Qa O = N o� U ol 1 gF �m K N I U zQ PI UOld � 03 2576 to APPROXIMATE EXISTING 2576 z w� I GRADE @ PIPE CIL O 2 9_ oz O w� a..W w 8" Z O �o �U JW M I� 00 = N 2572 2572 �w O 1 Za Lf) o N w N rK 1U¢ w3 16 .99'OF 8" DR 35 PVC 5 0.400% O3 umy Y O 00 co 2568 2568 00 8'IE:2569.3 \-68.01'OF U 91 SDR 35 PI/C0,4000% Z LoL O Ln H m Z 00 1 N N m M 2564 1 0.02'OF 8' SDR 35 PV @ 0.404% 2564 1 w "v z a & T W � ofO IL 0- o ui N O - JOB NUMBER: 1 ar.vvr..K NE -A (S iR -izvou i u -i ;)-ri(4 F - ID62355 m HORIZONTAL SCALE:1"=30' • "�0��� DATE: 10-2-23 VERTICAL SCALE:1"=3' QeO li 2560 2560 O,� P W SHEET NUMBER: 12+80 13+00 14+00 15+00 15+80 GO�� 19 Lm W SS-3 1 mj \ \ Keyed Notes \ y O V / N:727287.66> E:2451479.17 / -- \\ �� 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE \ / / 4"IE:25j5.44 \o \\ \ \ AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 \ \\\ \ \\ 17.85LF4 @240/o MIN.'� \ \\\ \� AND DETAIL 1/SS.1. 2. CLEANOUT PER ISPWC SD-506A. \ oP 8-5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - \ �o �� \ ,° \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes \ 3-5 \ e %�S��i�is i/ /„ xpp p\� ��' h� \\ \ sw -_-_ - - - - - l V ISSMH-9 `� ti ti \ �\ \ew = _ - - - - - - - 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD o a s T ` \ \ BW aW BW aW BW v 3 d 4 cp MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. a s Ef \ / 4"IE:2573.21 c fk d \ _, aw ew aw ew- aw aw aw aw ew aw ew L aw aw aW aW aW aW L \ \ \\ 17.60 LF 4 FG:2579.21 93 1 l 4"IE:2573.44 \ \\ @2%MIN. 6-5 1) \ FG:2579.44 06 ` ` \ - �_ _ - - - INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND LL ° \ E 2+08.32,17.00'L °o. \\ �, ,. _ _ - - _ - MANHOLE COVER PER ISPWC STANDARD DRAWING SD 508. -0 i Z-.1 y 9 m \ 4"IE:2575.13� 4 1 1 ��, �x .yo�'�F�` �� \ - - 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. ' n `"� \ \ / a IE:z573.o0- \ oy 00 '� \ �xryoo ���h66' ° d\ ` W. ORCHARD PARK DR. INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD 4) o E Td v 17.00LF 4" FG:2579.00' q� ` V ° @2%MIN. 5-5 �� \OQ.t� \ � \�`L / �� \ _ _ _ _ = q_ _ _ _ - DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC \ \ \ {:1+76.33,17.00'L \ kOQ °�° \ O, ° c �. - - - - SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN a o \ 1, ' QR \• 4"IE:2573.60• g'� _ L I_ 4"IE:2575.12\ �O �� \ sp 1 FG:2579.60 L°' ' ss _ 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL Q ' 4"IE:2573.00 CdJ Q \• �� \ / l`� & --�d _ m fn aw o \ " FG:2579.00 JG J / \ S y� - o'� �F T ' -► - ss� USE C-900 PVC WATER CLASS PIPE. a �� 16.69LF4' <\ �c ��Q \� // O �.\` �OGC 4"IE2573.87, gxpplo\�\���� oo J - -Id ° - Pd-----�d c- -�d--- �d----- -- - ------ ------ ---- --- -- o" " BEd o 2 5 o FG.2579.87 'L - - - - SD - - 6 -T -Td- 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER r T o ,a Q7 Cb @2/ MIN. 4-5 \ Q` �' \ / ti ti N ' c �- J TOP- - - 6 - - D - - - - d m � m O �. C� °' ��%' - " z of - M o P roP ° THE CITY OF MERIDIAN STANDARDS. 1+44.45,16.69'L 1 5 O.� \ O / \ 0. H g N o Tod J J J J r J rnP N:727575.08 r P 4"IE:2575.15\ \ �O O d o o N cc"u- ? `� I I of - rn ii J J �! \ \ pF F \ oa o �, o ,;; g N N �* z ^ ti : N a d N r a -, E:2451913.42 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. '9 Q 2579 0 ��' + of N �i o r� a - I I N v o = v; ao : � co 1 a �, 00 0 tui 3oi N ,� ? „ N LL ? ; pi N v z ,� N v z N v z ^ 2581 N 'v z N z 4"IE:2576.55 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES \4"IE:2573.13 �Qh P / a - v + N , o I N J N of LL - u w _ FG:2579.13\ �6 �CJ� / \.' d' '•- � � I � W _� ^ � N � � � III. I (� \ e N-rJ O LL � LL [f- \ V ' �• \ o - -_-_ N N YJ - 1 p - N M 2^ N 4)M 2^ 1a9 � + N �- O \ D7 fD N _ M p N O N N M y w O W 000 J N 22-5 _ I 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. '2574.27 u� co 0 r w rn ui -I- I_ o0 SSMH-11 FG 2580.27_ 4"IE:2574.23 I ,�, �, , N d I I �; 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT 2580.23 4"IE:2574.11 I m \ / / 'Q \ S -FG 2580.09 - 0200 a"IE:257a.22 N4"IE:2574.10 4"IE:2574.11 a`'IE:257427 a"IE:z57a.39 / ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE 1 --- -FG:2580.22 - -FG:2580.10 -- -FG:2580.11 --- FG:2580.27 -FG:2580.39 -- �° �`\ � �� " 4+ �� 1 _FG_2580.11 ,� I 4"IE:2574.09 4"IE:2574. FG:258 LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS \ ` 95° / , SSMH-10 103.47'OF8" 8w _ 1 1 @O ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. 25-5 ��` / Y �. J SDR 35 @p•400%=5+00 174° 8W` W 1 a 8W 1 8W 8W w �F �o CONTACTDIC,LINE CID \ L 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH \\ - < ifi r AlINB01.AN�N._ - 1 1 "?_ " 7+1 5 65 8�5 \ FINISHED GRADE AND SLOPE $$ 6+00 0 1 1 i 6 48-HOURS -mm \ \ \\ \ �A/ 0 4 1 to __ - _ $ gg -2 .24 OF 8 SDas R PVC @ 0.60a/o 7+00 1 g . _ _ . BEFORE DIGGING \\ SSMH-1 \ \ Gq) ,� N N __ _ SEWER LINE B' -. 6 1 23-5 $ I \ 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON 1-800-342-1585 *`' ' L -- - --- - - -- = -- ' - - --- THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO \ , 1 SSMH-12 z e� -----� - -- 4-3 26-5 M �4+65.24,0.00' aU a a 5+96.69,0.00, a =J L J 'ems �. SSMH-13 DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT ,� �v 8" IE: 2571.32 U. o ° w8"IE:2572.07 z V ° - - ��° THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE � 2 � 4+92.87 0.00 W � � m u - � o •w 33.68'OF 8"SDR 35 PVC @ 0.400% 4'IE:2571.99 „ W 4"IE:2572.73•, a °ti° J �50 PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. W 8„IE:2571.43 o N r u ° N w ��0 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND N a " 4 IE: 2572.10 36 0 @� _ Lu -5 21.00 LF 4"@ 14.2/o OiS rn 50-5 (� w + v �g�� �50 / ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK J Q 2 4+92.87 48.34'R o a 5+96.69,43.90' R o / (INCLUDING SURFACE RESTORATION) IN THE BID. J = �/ x' .��� 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS CV a -. 4 IE: 2574.67 �• 4" IE: 2574.51 , z 4+55.17,44.11' R �s g °y J� v REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING LLI O 28-5 4"IE:2575.48 �° 2 ��` \ Q� _ / . '. DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH � _� Z uv 5-3 vv // / ,� 24-5 \ �� / �� v v vv / THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF I > Q 49 5 \ / / 25.21 LF 4" 2.0% `r ? - \ \ v / v / @ °0 6+20.81,76.57 R,�� �Q� v v SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED 0 0 * 4"IE: 2575.48 \ / J�� \\\ \\ THROUGHOUT THE DURATION OF CONSTRUCTION. < w s�4+65.24,21.00' R Lu 4"IE:2574.97 / �' \ \ , 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - \ \ / 29-5 4+92.87,96.68 R \/ 48-5 \ \ / 0� Q \ PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO Q 4"IE:2575.48 \\ \ \ \ 8� ` ;• ¢ ■ ■ RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE C� �`. \\\ / \\. \ \\ "� i ,� / \ \` ' ' �s\ 1 ■ ■ I I \ /%\ \ \%� PAYMENT SHALL BE MADE. � F _ Q CO U w w Z 0 ti SEWER LINE B - STA 1+00 TO 7+85.65 101 S�ONAL EN 0 30 60 FEET O<cFS�G\sTE "CO 3 s� 10-2-23 �o 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+20 -pass K OF ER 2588 2588 (0 '. _ . . . - w , .• .- LV L1J Z 0 • • u? rnZ • • . • Z co Z O P r , 00 00 0 W N Z ti I` N 0 if M • 9 0 0 � co - W Z M C O 0000 N O p N N O N H 0 N ,I j cn 2584 � � gr, P- N � C7 '� N CD� � N = � NZo � ,� � � Z 2584 M M G O� N H N = N N ? O = O) N Z O N M W W LOOON W W • N CR 40 � con Lto 0 = �N Z O= Z N O1- W W + w w v u') 00 00 cn + - O 00 N N cn - O r z W w w_ cn M 00 00 cn er 00 00 ti d' ao v _ ul Z_ Z N W_ W W cn N d' 00 00 m cn + _ N O M 00 00 00 FINISHED GRADE @ PIPE CIL 1 w N Q 10 ow�2580 2580 go Ns O a< = N o0 Z U go 1 APPROXIMATE EXISTING g? GRADE @ PIPE CIL O oo oa 2576 0 12' SD 2576 og 6 W 6"w z w o 6"SD o� O w w O w> 6"ZE D U Z 'Y 1�U 258.24'0 8"SDR 35 PVC @ 0.6 0% w M 10 2572 =° N 2572 03.47'OF 8'SDR 35 P C @ 0.400 I 109.7 ' PVC @ 0.400% 00 Li ow OF 8" SD 35 N rK 1U¢ w3 10 L 3 u O LO yY 33.6 'OF 8"SD 35 PVC @ 0.400% 1-. z 3 z 2568 35Qv 2568 O Ln 9'OFa Q - Ln 'A a mz �° 1 H / 2 W O N N m 2564 2564 w Q U�� Z N Li m W �� O IL 0- o tw N O� z JOB NUMBER: 1 HO EIRTO CAL SCALE 'I'=330 Ov` \v DATE: 10-2-23 2560 2560 ,� W SHEET NUMBER: 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+20 �O O`JS w 19 G W SSA 1 Lm � � J USE CHIPS TO BACKFILL TO _v__ \ -- 0__- /� / `\ / SPRING LINE OF THE NON POTABLE PIPE PROVIDE _ _ _ - " - \ / i s PIPE THAT IS ABOVE TEMPORARY PIPE SUPPORT - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - /�w Key ed Notes THE WATER PIPE AND SHORING AS REQUIRED V O i J ti / zz co \�� /8 ° �� 1. DOUBLE WATER SERVICE PER W1 & W3 WITH "4 6 " METERS AND 1 /�/ �� O�• / 650 ° �� SERVICE LINE SIZE. N: 727355.1203 / p / P�OQQ` �// E:2451711.4112 / �,.6� / 2. SINGLE WATER SERVICE PER W1 &W2 WITH 4" METER AND 1" o o ` ° / F �/� ° / SERVICE LINE SIZE. aw eW eW eW eW �, aW � pW el eW �, aW � eW 11.25 BEND •,5�. •s:�i / 3. DOUBLE WATER SERVICE PER W1 & W3 WITH 4" METERS AND 1" ° - - - vv e �i '° / SERVICE LINE SIZE. WATER METER IS LOCATED IN A TRAFFIC AREA 45 BENDb o 0 0 / ��' ����� - PROVIDE HDPE VAULT AND COVER, OR 30" DIA. CMP WITH GRADE 45° BEND // 6 �°�a / ■ RINGS AND MANHOLE RING AND COVER PER ISPWC SD-402. THE c I I I e ���o/ RIM EL: 2580.27 / �$ // O COVER SHALL HAVE A 2" HOLE WITH RECESSED AREA FOR METER 6 / // TRANSMITTER. METER TILES ARE TO BE CENTERED WITH THE d _ ) � N. 727322.6987 / ■ = _- ^� / ■ 5-FOOT WIDE CONCRETE SIDEWALK AND BE LOCATED 24" - 30" l C-900 AS REQUIRED �10' 10' E:2451660.8523 / °- 650 / 6 6 12 RIM EL: 2580.23 ■ NORTH OR EAST OF PROPERTY LINES. ADJUST FRAME AND COVER TO ACHIEVE J �0 �� / ■ s' � � � °o �/ / N: 727328.4116 � ° CLEARANCE C-900 AS REQUIRED TO I - ■ TO MATCH FINISHED GRADE AND SLOPE. L o o N ACHIEVE CLEARANCE I t l� 6°pa / CON:2580.73 .° E:2451714.5541 ■ 3 LL ae o :e, o a ti °° " -- N:727290.0522 / POTABLE LINE °° ��� __---' I • •. •°. `^ � 11 ■ 4. SINGLE WATER SERVICE PER W1 &W2 WITH METER AND 1" 45° BEND (MAIN OR SERVICE) ___rt_----_ _ __ 6SD I E: 2451627.9018 �o' 3 F� �� / / ■ SERVICE LINE SIZE. WATER METER IS LOCATED IN A TRAFFIC AREA ? o t o o a 45° BEND ° C0- - 6SD I ° RIM EL: 2580.27 y1 �, u cn 6sD 22.5 BEND / 0 g1 �. . ■ - PROVIDE HDPE VAULT AND COVER, OR 30" DIA. CMP WITH GRADE a�i c E r T N i 11.25° BEND N: 727320.2402 kph ,`�� / ■ II E:2451657.6971 Q► RINGS AND MANHOLE RING AND COVER PER ISPWC SD-402. THE = o 2 NOTES: ---- 11 -RIM EL: 2579.49 I I �v J ■ Q _ _ S. 8.90 LF 8" / 3 / ■ COVER SHALL HAVE A 2" HOLE WITH RECESSED AREA FOR METER H / N: 727281.3747 T I // �� / ■ TRANSMITTER. METER TILES ARE TO BE CENTERED WITH THE Q N o a T 1. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF // N: 727279.7694 E: 2451534.5822 �o I / 6 ° / E: 2451499.1058.° I • �� / �� ■ 5-FOOT WIDE CONCRETE SIDEWALK AND BE LOCATED 24" - 30" ° ow o CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. THE POTABLE LINE I ° N:727285.8134' °° s ■ _ N a E d / ��, ■ NORTH OR EAST OF PROPERTY LINES. ADJUST FRAME AND COVER ca o SHALL BE LOWERED AS SHOWN TO PROVIDE 18" MIN. VERTICAL CLEARANCE I I 90 BEND I E:2451620.0204 P < - T o e I 30 I �.11 Q� e / \ emu'% ■ TO MATCH FINISHED GRADE AND SLOPE. tL m w a o� m BETWEEN THE EXTERIOR WALL OF THE POTABLE AND NON-POTABLE LINES. I I N:727274.4708 8"X 6"TEE / ■ 2. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER I \ E:2451598.0532 I 6"GV ,Q� ° .° / ■ 5. PROVIDE CONCRETE COLLAR PER W11. BASED ON FINISHED GRADES. 1 j o \ . 22.50 BEND I a000 �• �// °° 6. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE ' - 1_ 11.25°BEND I F��` c+ ° / AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL 1 \ °° - ------ I 9s �Aa%� % ° / ■ ' J , I a I \ . . ° . . - ° _ � .•° F � / AND DETAIL1/W.1. WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. I ° ° - 1�F$ ��`y y% / ■ LLj °° I 3 �p1 . S / ■ 7. FIELD LOCATED AND CONNECT TO EXISTING 8" PVC WATER. 4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. W �"� N:727272.1265 ■ 8. C-900 STORM DRAIN -ADJUST WATER DEPTH TO CLEAR STORM 5. PROVIDE THRUST BLOCKS PER ISPWC. Q a I 8 6 M 99.09 LF 8" `�,9 6 / N: 727264.6648 I 1 ,0 I° •� 6 j < / E: 2451758.4086 DRAIN (8" MIN . CLEAR). SEE SD SHEETS FOR ADDITIONAL I Z I6 6 ' T •. E: 2451631.1134 - ■ CONTACT DICLINE 6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL a C/� s -� o l ° M - INFORMATION. I Q I I LLJ ;' �= FIRE HYDRANT PER W8 45 BEND LL 48-HOURS WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. o 8s 8s 8s 6"BOLLARDS PER W10 13 J 9. INSTALL WATER SERVICE LINES IN A TWO (2) INCH DIAMETER CON: ■ BEFORE DIGGING 7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL Q WATER CLASS PIPE SLEEVE PER CITY OF MERIDIAN STANDARDS. _ � g 6 � _ 9 ° . ° . ° ° • • CON:2580.04 ° °� 12 � 2580� 13 �* 1 800-342-1585 • INFORMATION. W - - -=---- ° m I 35.35�F 318" CLEAR UNDER �- JW �23 I3W 0 N: 727258.0922 10 INCLUDE ALL FT T NGS AND MATERIALS IN PRESSURE IRRIGATION. a I °< J RIM EL:2580.14 3W I Z � Z I° `' N:727257.9573 12 11 -39.939•g-33W E:2451756.667B 11. REDUCE FROM 2" TO 3" ON DOWNSTREAM SIDE OF METER. POTABLE & NON POTABLE PIPE CROSSING 1 I I RIMEL:2579.08 �0 3"STUB o ..I . o E:2451622.2356 N:727258.0322 Ic 6. 12. 2" WATER SERVICE, METER & SETTER PER STD DWG. W4. RIM EL:2579.06 3 X . I E:2451685.8194 ■ N W•� N: 727232.5748 g O F N: 727249.0693 M 3"STUB : 13. CAP & MARK. J U) RIM EL:2580.16- E:2451478.5038-- V' E:2451662.8486 J 4 N:727252.1282 0 I p N:727260.2711� 90 BEND �- O J = E:2451626.6680 u E:2451662.7817 ■ Notes N z i o J Iz cc 22.5°BEND ■ LLI O a- 3 � 0 4s1- 4s 4SD �o ■ 1. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH Q U) Z _ _ I LL FINISHED GRADE AND SLOPE. = j Q 6 co Z I ° N:727- .4470 13 j 2. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON 0- 0 V) M 13.28' I E:2451658.2629 ■ THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO Q c W I ■ DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT � (10'MIN.)I °° ° ° ° 3"STUB � Q 8 a THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE Q ° ° � . � °� • ° • ° ° � ° . • . • . � •a a . °W � ° � . a ° °d ° ° ° ° PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. (� � ■ 3. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND Q w 25'MIN' = W. DIRECTOR LN. (PRIVATE) ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK F j co (INCLUDING SURFACE RESTORATION) IN THE BID. 11.00' j 4. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - z o RIM EL: 2579.00 '° I km PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO N: 727172.8907 4 I OUT DISRUPTION - NO SEPARATE 3 I ----- = � --- --- - - - --- - - - --- ---- - ■ PAYMENT SHALL BEMADE. H / I a E:2451472.1620 co 6 OD I -- -- -- - \pNAL E �� d O s I ■ 5. ALL 3"WATER SERVICE LINES DOWNSTREAM OF THE METER SHALL ASS NG/ BE SCHEDULE 80 PVC WITH DUCTILE IRON COMPACT FITTINGS AS IR I° I I ■ PER ANSI/AWWA C153. _ ■ 3 °a ° I I ■ I I I I I I I 10223 PLO p . MERIDIAN OD I I j j I ■ 04 �' e N: 727118.3624 EASEMENT I I p F OF \� s E:2451279.3917 1 N: 727129.4372 U I 1 m REMOVE BLOWOFF E: 2451453.7142 I N:727148.0525 I I I I N: 727126.1273 I I ■ S K ER��� ° I CONNECT TO EXISTING 8"WATER 25�9 b fl FIRE HYDRANT PER W8 E:2451485.1100 I E:2451753.2962 1 1 ■ W °° 11.250 BEND I I I I I FIRE HYDRANT PER W8 I j W 1 --- -- --------- ---- -- ---------- J ---- co I L - I 1 1 I J I I ■ = ' 0 • • • EXISTING 8"WATER ° ° - ------ - - Go -- L - J - L - I � , .• .• �I 2 t W • . • LL J •• • • cy? 1 1 .• .• .• 13.00 LF 6" 9.50', co 174.19 LF ° 13.00 LF 6" , w °° E 8W Sw sw 8 ew 31.19 LF 8" 268.41 LF 8" I I Sw Sw Sw 0 w 8w Sw Sw 8w Sw ■ EXISTING 8"WATER 10 � 8 1 o I \� 8W Syy 6 0 6CD 6 ^R V 6 6 6 6 8 ■ N: 727116.0935 0 6 6 6 O a� o ■ I N I a E: 2451484.7569 - - s 6 0 6 8"X 8"TEE W. MALBAR ST. 10 ' 6 N: 727116.4380 N s M J E:2451453.5706 8"GV(N) 6 6 N: 727113.1281 o ml 9 8"X 6"TEE 8"GV(W) E:2451753.1525 : ag N cn 6"GV 8"GV(E) 25jg 8"X 6"TEE ■ z J 0 Z O ° ° ° a ° • . 6"GV N Q ml , 1 W 0 N ' se:a ° ■ W I i -- 2 m i - ��---------------- - a - --------------- ------ ■ o --------- -- a - ----------- oz z % - . CO �� o� m I i w= 0 ■ K U z EXISTING 8"WATER I I " �w co m _tm N Za ■ Nw_ N N I I I rk ■ w3 IL I o ■ s a 2580 ■ Y ILL . ----- ----- ' a� ■ z o3 ---- ------- - ------------------------ ------------------------ --------- ------------------------ ------------------------ --------------- �- PI 6PI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UTm E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. 6PI 6PI 6PI 6PI 6PI 6PI 6PI 6PI 6PI 6PI 6PI 6PI 6PI 6PI 6PI 6■ a w J-rn 0 E.G. E.G. E.G. E.G. E.G. 00 E.G.-E.G.-E.G. E.G.-E.G.-E.G. E.G. E.G. E.G. E.G. E.G. E.G. (7 > � w O ■ z p}p z W� _ _ M ' a � � °NxN m E.G. E.G. E.G-E.G-E.G---A. . E.G. ■ L) a 0 2 Q Z N TOP TOP TOPkk: E.G-E.G-E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. w w d w Q 0 ------' --------------------------------------------------------------------------------------------------------------------------------- o N - ---- ---- -----___ 8F4��-�6F4-8-- �148--�-�F48 �31 f� (�14� 6F4s --�-�4$----�148--»�K8- (�{q� TOP TOP ' T�l � 48•-�-��I -- -TOP -IOP _IDP ------------------------TOP----- ---- 8-$--���6�8��i+e------------ ------------------ 4e- --�I+e----� JOB NUMBER: -TOP --� ' !O� ' _ _ I - - - ' - ' - ' - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - J�p ( � A ID62355 m I ■ PLO DATE: 10-2-23 N - ■ 0� AQ G`QV � SHEET NUMBER: WATER PLAN (AREA A) �o� ~ oc a Wol 0 20 40 iw Q FEET SEE SHEET W.3 W■■■■■■■■■■■■■■ ■■ ■■■■■■■■ ■■■`S ..7FEINNE ME - ----- ■■■■ ■■■ 7 . ■■■ ■■ ■■■■■■■■■■■■■ ■■■■■■ NONE IN . Keyed Notes - ------ 7 O - - I I I 1. DOUBLE WATER SERVICE PER W1 & W3 WITH 4" METERS AND 1" 1 I I SERVICE LINE SIZE. ■ 3 °� 1 1 w i i 2. SINGLE WATER SERVICE PER W1 &W2 WITH 4" METER AND 1" ■ �s 1 - - 4 W i i I SERVICE LINE SIZE. ■ ir,'U I' I I 3. PROVIDE CONCRETE COLLAR PER W11. cq■ I " s I I I 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE CID■ 10.50' 1 � AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 ■ - IW AND DETAIL 1/W.1. 00_ I ■ W Q J I i i 5. FIELD LOCATED AND CONNECT TO EXISTING 8" PVC WATER. U U ■ Q 1 I 4 1 I I I 6. INSTALL WATER SERVICE LINES IN A TWO (2) INCH DIAMETERw. ■ > I - -XO 1 61 I 1 1 WATER CLASS PIPE SLEEVE PER CITY OF MERIDIAN STANDARDS. �y o ■ `" 1 W1 W 7. REDUCE FROM 2" TO 3" ON DOWNSTREAM SIDE OF METER. a 0 s E N \/ F _ ----------- 1 _ I I I 8. 2 WATER SERVICE, METER & SETTER PER STD DWG. W4. ` ■ J I ~ 9. CAP & MARK. °' * a 3 ■ C' H U - ----------- y c 0_ ■ j 1 N: 727251.0923 0 o E 2 =o T d W _ Q I I W E: 2452098.7569 _> o ■ Z Z 1 REMOVE BLOWOFF Notes L - ■ CONNECT TO EXISTING 8"WATER Q N o 2 N T z 1 1 8 H o ow I I 1. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH c � �- m - ------ - - - - - - - - - ca ■ \ Z I 1 --------- - -- FINISHED GRADE AND SLOPE. a ■ \ a 4 ° wi c4 IR mwaTo� m •„ ° ° _ 2. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON ■ \ I 3 --- - - -- --- -- _ THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO 7777 DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT ' THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE A 4 PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. ■ � booN:727251.8921 BW� 8W 8W R ceW eW aW��eW W eW • O f` N:727230.1084 I E:2452012.9269 aW eW aW ­ 3. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND 1 �� 87,42 LF 8" i `� E:2451866.1473 8"X 8"TEE �� I 3 5 ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK ■ ♦ 3"STUB 8"GV(N) EXISTING 8"WATER (INCLUDING SURFACE RESTORATION) IN THE BID. m dim ■ 9 8"GV(S) - \>- - - 4. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - CONTACT DIGLINE ■ - ° ----------- ° I I - 48-HOURS 5.06 LF 3" 8 GV(E) 3 _ W. DIRECTOR ST. i m PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO 7 8 °0 co RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE BEFORE DIGGING ■ 102.91 LF 3" 4 -' ��/ 0 8s 8s �s PAYMENT SHALL BE MADE. 1-800-342-1585 ■ 3W 3W 3W v �' w w CO 2 w� - = 5. ALL 3"WATER SERVICE LINES DOWNSTREAM OF THE METER SHALL ■ F °°N: 727226.2561 ° b a . ° : 7 BE CLASS 200 IPS SCHEDULE 80 PVC WITH DUCTILE IRON COMPACT ■ E.2451869.4261 FITTINGS AS PER ANSI/AWWA C153. ■ 450 BEND a ° w ■ a °�° N:727197.4382 10.50' w - I - -- Q - - - U U7° : 727197.2946 -------- v J Q N ° • ° ° E:2452012.4191 • -I-� �' J = ■ ° ° ° ° 8"X 6"TEE E: 2452025.4184 I __ x x 0- -■ -----------� FIRE HYDRANT PERW8 I I N Z 0 6"GV I I W. DIRECTOR LN. (PRIVATE) CID 1 I i i Q O Z ■ 64 13.00 LF 6" I 1 I I I _ 5; Q I ■ 1 - 4 I I I I 0 0 ■ 1 a I I I I I I _ W ■ �Ln ■ 1 - ------ - - - - --i 1 I �h�o I I I ■ I 4 1 1 II Q w Q 1 i a � CO I I I Q 1 I W Iw N I I U ■ 1 1 1 1 I I I I z w W : i i 1 I ICI o 0 a ■ I I W - ----------- ° I w SS\0AL FNG FL W ■ W I _ N: 727146.4793 I I I I I � ■ E: 2452011.9440 I 3 ■ I 1 1 A 4 22.50 BEND 1 I I 10-2-23 OF Spy ER\�� 4 2 cf.; / I I ■ 243.46 LF 8" aS / I I I / I I I • ■ 8W 8W 8W SW- -8W 8W 8W 8W 8W .I I I 0 • 467 u� FL I I . :• :• .• I I I • • • • • 4 W. MALBAR ST. 2580 4 1 I I ■ ■ I I ' ' I /'N: 727110.4384 J II E: 2451996.6018 450 BEND O ■° ° 1 /� � 22.50 BEND ■ ' II ---- _ / I Q o o N ■ // I I I go I a O CD, ol ■ I I I N I I ■ LS�� ■ / JcoO` sct i i I g ■ ■ oL.> jcZ I I - - - - - Oa z (c ■ �,/ 'J � I I o3 ■ V� EXISTING TRANSTRPNS l `? I a I z 0 � ■ / o _ D oz > �- ■ /// WI �� I w O ■ /G g I Fo O ■ // o`� � I I a , ■ ■ EXISTING ,I - PPUMPW� Q O / I --------- -------------------------------- z------------- � ■ ---- --------------------------- ----- ■- - - - - - - - - - - - - - - - - _ _ _ _ _ _ � _ o N V IR I 5 6PI 6PI 6PI 6PI tPI 6PI 6PI 6PI 6PI 6PI 6PI E 6PI 6PI 6PI I ■ _E.G.-F.G.-E.G.-E.G. E.G. E.G. E.G. 6P FUTURE o_ PUMP A- IIIIII-E.G.- IRR MH OZE.G. E.G. E.G. E.G. E.G. E.G. T - 1 I . rI1 ------------------------------------------------------------------------------------------------------------------------------ ----------- ----- -�------GF4 ---�148-��MB- -G4+8 ----8F48 - �48---��46- GTY8 GI48 GI48 TOP ------------------------- --------------------------------- - ------ 6P ---- U ■ ---_-TRL T^^ TOP Gp-------------TOP- Toil- TSB= ------------ ------ --87--- Z GI48 GI4 O ■ W 01, T z r z � W o00 1 a � o M ■ U Y N v m W Q U`-'Y Z O T Wd� O Z a 0- JOB NUMBER: N _ J�pF IDB2355 m WATER PLAN (AREA B) o ��o DATE: 10-2-23 Lu SHEET NUMBER: FEET t^Q`" Lu a W.2Lu ' W 1: lco I I J I \ - _ _ _ - Keyed Notes _ - - - - - - - - - - - -� - o + m - - - - -I- - IR - - - - -I - 1 11. DOUBLE WATER SERVICE PER W1 & W3 WITH 4" METERS AND 1" SERVICE LINE SIZE. EXISTING 8"WATER j TD 3 - - - - I - 2. SINGLE WATER SERVICE PER W1 &W2 WITH-" METER AND 1" o SERVICE LINE SIZE. 4 oo 3. DOUBLE WATER SERVICE PER W1 & W3 WITH 4" METERS AND 1" SERVICE LINE SIZE. WATER METER IS LOCATED IN A TRAFFIC AREA -eW 84 eW+-aw aw aw 8W' 8W�8- eW�8W Al - PROVIDE HDPE VAULT AND COVER, OR 30" DIA. CMP WITH GRADE � RINGS AND MANHOLE RING AND COVER PER ISPWC SD-402. THE /8A I I ° EXISTING 8"WATER COVER SHALL HAVE A 2" HOLE WITH RECESSED AREA FOR METER TRANSMITTER. METER TILES ARE TO BE CENTERED WITH THE d a 5-FOOT WIDE CONCRETE SIDEWALK AND BE LOCATED 24" - 30" 1� NORTH OR EAST OF PROPERTY LINES. ADJUST FRAME AND COVER a ' / I TO MATCH FINISHED GRADE AND SLOPE. L s E N O O QVNca F \ I 4. PROVIDE CONCRETE COLLAR PER W11. EXISTING 8"WATER 5. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE C y a AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 a��i c Er TT- o e / m I AND DETAIL 1/W.1. V » N 6. FIELD LOCATED AND CONNECT TO EXISTING 8" PVC WATER. m a0i - e . eo iN 2 / / 7. C-900 STORM DRAIN -ADJUST WATER DEPTH TO CLEAR STORM N N o ow o N: 727658.9275 DRAIN (8" MIN . CLEAR). SEE SD SHEETS FOR ADDITIONAL E°N aE E: 2452078.6038 I 1 a I °,� _ _���--- INFORMATION. a ,� / IR REMOVE BLOWOFF m " °' ' \ / EXISTING 8"WATER I I m 11 / 8. INSTALL WATER SERVICE LINES IN A TWO 2 INCH DIAMETER CONNECT TO EXISTING 8"WATER L_ I / v IR I I ( ) / v'I I I -- / I I WATER CLASS PIPE SLEEVE PER CITY OF MERIDIAN STANDARDS. E o 4 6 g,1 I °, 9. REDUCE FROM 2" TO 3" ON DOWNSTREAM SIDE OF METER. 10. 2" WATER SERVICE, METER & SETTER PER STD DWG. W4. ' 00/ 11. CAP & MARK. °� I I I CONTACT DIGLINE � 11 1 Notes g I 0 48-HOURS � - r I BEFORE DIGGING N w '� w ° II I 1. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH 00/ / / - a3o j FINISHED GRADE AND SLOPE. 1-�-342-1585 13.34' aa1 I 2. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON N:727614.1881 I " I I THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO / / w E:2452078.3461 0 I la DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT 22.5° BEND I V THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE N PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. U U) N:727573.8278 M -) I J = ,' / 0/ / // Q • N: 727585.4436 I 3. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND J o E:2451970.0137 I E: 2452049.0291 �S I I ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK N a 45°BEND °• 8"X 6"TEE �F6 N: 727601.8665 I (INCLUDING SURFACE RESTORATION) IN THE BID. W O 0 6"GV �� I I I - o N: 727568.41.- - o ti°� E: 2452073.4225 I I I 4. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - Z -7 -A $ E:2452023.7403/ `6 �. 22.5°BEND I I I PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO = >_ Q N: 727554.9984 w I I ' / x vN� n ° .`� °° 11.25° BEND I I I RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE � 0 0 / / °° E:2451916.2514 o L 22.5 BEND I CO � 22.5° BEND y��y o 11.25°BEND �� 16.81 LF 6" o b PAYMENT SHALL BE MADE. Z) W 5. ALL 3"WATER SERVICE LINES DOWNSTREAM OF THE METER SHALL BE CLASS 200 IPS SCHEDULE 80 PVC WITH DUCTILE IRON COMPACT Q ° FITTINGS AS PER ANSI/AWWA C153. 96�� 1564FB.. co I ILu Q / �Q► / 50 �° S6' W / ° 5 � � N:727571.4955 ,-� �� o m E: 2452058.4197 �. 1 I �I I wLu FIRE HYDRANT PER W8 P, II / ♦ // ' / p. \ � I °a I I I O d N: 727553.6534 E: 2452017.4628 RIM EL: 2580.29 / / I - // S . " I S�ONAL Fiy N: 727524.7802 / / I 8 X 8 TEE I S G 8"GV(NW) I _ I I I \ST e/ //o Q E:2451879.7701 / �♦ // I 6 8"GV(NE) I I E FO OFF / b IR / .�► ♦` // a 8"GV(SW) lj 5 ° i w 3 I I I 10-2-23 PLO cc) oe RIM EL: 2580.27 / I a I m TF �0 N: 727521.9867 / I I I � I I Ao OF E: 2451876.9073co ER���S N I • • .• .• iL cl) co co 5 5 I I I O ♦ / / / N: 727438.8353 / �'�� °// N - -------- - - �' I I � a �o M ♦♦ / // // E:2451797.2044 I I I ow ♦♦ // / / ,/ 0 8"X 6"TEE I I ` 6„GV 12SLJ o �� � l / RIM co En EL: 2580.25 / N:727424.4652 / 5 / RIM EL:2580.27 I cd ♦♦ // °° / N: 7,27424.6806 LU ♦ / '2451776.9649 m / < w I o 3 ♦ / i E:2451817.9940 I I w I I o g ♦ / // 10 / N: 727428.2930 Q I Q I Z to E: 2451844.3512 1�� I I I I I u0-i ,3 T ♦♦ // ��o ,� �p LF 3„ 90°BEND t,, ° a I _i� X w ♦ // � // 5 CON:2580.17. � ZQ' 3W �� � C i' I i 0 RIM EL: 2580.25 ,'v o Li 5 Q N: 727421.6717 ° ` Z _ ____-_----- I I _� /� 5 `b�' d' // � � n ns� �'�� w � � � li � ��♦ E: 2451774.1020, 3 g � a N:727398.3211 W H � - ---------- J 3 cao♦ / � / a, E:2451852.0323 Z - I � w I I y ♦ goy // 5 i, y // N: 727399.8066 ; 3 STUB Z I I > ��♦� ��` E: 2451791.1556 �" o I I I Nw N ♦ / �`� 5 6�� ` FIRE HYDRANT PER W8 m Z I3 �j;♦ /// .�^��' / 6"BOLLARDS PER W10 11 I I o IL �CON:2580.26 / 9 Z I , ♦♦ ° 10 r'� um N: 727372.5908 N: 727373.9526 j I 1l O0 I w I °z o3 ♦ ° / �cP E: 2451805.3130 E: 2451849.6323 ° 5 ♦ �y °/ I?-, 22.5° BEND / 3"STUB j ��?, / " 11.25° BEND a 2 i i I y♦/y 44.34 LF 3" 3W I � ail ♦° II ♦ w 3W I I I I I z ♦♦ RIM EL: 2580.36 11 I _ _ - I I W >LLSo m w O N: 727395.5385 - �� 1 a m z ° W E: 2451788.1285Lu 0 I 5 I I I I I a oco o } `'M+ - ----------- o ■�■ ■��■J■ ■■■■■■■■� a ofzL N ■■■■■■■■■■■■■■■■■ ■■■■■■■ ■■■ ■■ ■■ M° ■ ■■■ ■■■■■■■■■■■■■■■ � ■■ � ■00MMMM■& ■■■■ ■■ ■■■■■■■■■■■■■ ■■ ■�■ ■ ■ w CL W IL d d o SEE SHEET W.2 Q JOB NUMBER: N N _ pF A IDB2355 m WATER PLAN (AREA C) `' �O`"`��(�0� � DATE: 10-2-23 0 20 40 Lu SHEET NUMBER: FEET �1 a W.3 w Qw ` I The UPS Store re Byer m WBol7on Dr m a W Sly Fox ° RELOCATED STREET LIGHT, I Taco Bell � P #56482C I q W Bavaria st \ cas °` m � g A ARRA BDIV I N N E2 N: 727743.4312 E: 2452101.4232 I I ®Cupbop-Korean BBQ W Gray Fox S Active Minds child I I \� a Care and Preschool Dairy Meridian 'AW.CHINDEN BLVD. 26 2n Homestead Bar&Grill wr­1 1 1e"L" I - r r Tree M R1 1A AHO Cadence 55+CommunityQ waisa snow°' T" \ LER OCATE EX ISTING STREET B - I — hI Win Co Foods® ' LIGHT TO LOCATION SHOWN- i�,l I m EXISTING STREET LIGHT a° o NRI°=ash° o wo"edorSt ``o w m_ o ' / I I I I / s sn` = R 0 3 = 001 900 e� I A w q a sENc , , / W Becall Sl f 0 — �'3 0 'W e� I I Glade Creek$( Z U— 5 c o EXISTING STREET LIGHT a �= 00 / / / / ¢ / R m •/ ` wHam Rap;ds S[ CHASE 2 ole Dt o e'Y y $ `o N - I*y IR I I � ae� 0 Ems - o SEC. 25 TAN R.1W o I C'eeklh JesusChlst T SITE �a6% Q N_m , Q S G SU ISO 0 / NORTH o o y U m o o w W Hitehcock St Z •�! ?OO¢`' ,",I' N a a E U w I wa fa w a 5 STREET LIGHT o o a m w o m #56481C w m VICINITY MAP N: 727575.4159 /I© E: 2452064.8908 TYPE-2 LED FIXTURE I ' 25-FOOT POLE I ' 22\5 � ,�... . a : .•. . 1 m ; 51 m Cityof Meridian Street Light Notes I �+ CONTACT DIGLINE 48-HOURS EXISTING STREET LIGHT / / 21-5 / �� 4 // 1 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE BEFORE DIGGING / 1 I ; CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS ' / � / 1-800-342-1585 a I 5-4 I 1 i TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. I 20-5 ' 50-5 : I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING 00 WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERiDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND N REQUEST INSPECTIONS. U LU 19-5 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, J Q EXISTING STREET LIGHT s� / / , : 49-5 co I I 0 I BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. _ N ----- 4-4 I I 1 O I 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE LU _ Z : s J HYDRANTS AND 2' MIN. FROM WATER METERS. < O Z °� � STREET LIGHT � Q � Q #56480C 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX LOCATIONS. ATTACH A 0 p N: 727445.5830 REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING m 1 oy / '- ' ;.• I _ -E: 2452027.7334 LD O I ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS w TYPE-2 LED FIXTURE Z DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. < / / �� // � ,-' � � � -- .•r � W 25-FOOT POLE I i I Q / / Q• / Q Uj 47-5 j hI 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 (� - - FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER < J > -- - 1 3-4 I I PEDESTALS. Q 00 EXISTING STREET LIGHT Cn > I I I I 0 _ _ / 15— 0 Sc • _ w w - - - - - - - - - - - - PROJECT CONTACTS - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - J X 11 ICI � � ,. I I I � I I TONAL E 14 �� /� Z U I I ; DEVELOPER SAGARRA PHASE 1, LLC ASS NGj EXISTING STREET LIGHT ° �' ��" $� + �T ' / /�O / \ o 1 45-5 U I 1 w I I I C/O MICHAEL SLAVIN, MANAGING PARTNER aw Bw Cy'�C .••G�IRE�r LIVH� ew — aw ew sw ew ew— ew aw� .. I� Lsa71TIV — �, 2-4 1 1 ICI 404 S. 8TH ST. #300A1 3 ---- 1 ' 1 I I I BOISE, ID 83702 � 6 0 ✓ 24-5 Z 1 Z STREET LIGHT 11 MICHAEL@ACCOMPLICE GROUP s� 10-2-23 O j 44-5 �o #56521 C C\ \� �� I I --- SD —°°, 1 \ �� ••. �y� • '• .� -.: ''• I I I �TF OF � I N: 727261.9009 I I ICI T 208 900 8028 '�'O O TYPE 9.LED FIXTURE w i�i I SS /( ER���S — — — I ` ' r CIVIL ENGINEER ERICKSON CIVIL, INC. - g ♦ STREET LIGHT 30-FOOT POLE I I 1 9-5 Gl 11-5 / b j ♦♦ ♦ #56479C 1 I a I i PROJECT MANAGER - ROSS ERICKSON P.E. 't • L • 3 , 11 �5,. ♦♦ ♦ N. 727273.5753 1 1 �° ICI 6213 N. CLOVERDALE ROAD SUITE 125 g I II \ i o `` ♦♦♦ 1 1 -4 1 I I I BOISE, IDAHO 83712 • ;• ;Wo • E: 2452031.3951 (to / j \ 1 a 1 —— __ __ I 1 ♦♦ TYPE-2 LED FIXTURE 1 I T.208.846.8955 • \ 1 I I S ♦ 25-FOOT POLE I - - __ 1 C.208.867.3954 \ I I 8s—8S ♦ `° 1 ,J 2 R ROSS@ERICKSONCIVIL.COM co :Oy �_5 8W 8W o ow aw rw- O .• � � ••� ..•`� _ W. DIRECTOR ST. � ; ; Keyed Notes O o F� 1 / a a 3 --—--- -- -----� :j j V W 3W 2W I ICI co t w iz 1 IM 1 6-5co I'.. 4SD o h ® 40-5 : . . ? d - oo _ _ 1. - APPURTENANT ITEMS • PER CITY OF MERIDIAN STANDARDS a O TYPE 2 LED STREET LIGHT, POLE AND I i Go LL 0 --- _ /� j 2. TYPE-1 LED STREET LIGHT, WITH 30-FOOT POLE, AND N W. DIRECTOR LN. (PRIVATE) 1 APPURTENANT ITEMS PER CITY OF MERIDIAN STANDARDS. 01 1 5-5 I 39-5— I I I 3 •i. 1 I I I m Q 15-3 _ oo EXISTIN�STIR EI� I T - - - - _ � �� ` -I; � 1 -- _ ••'• I I 1 1 � i i I Legend = 1 1101 1 - 1 I Z I I 1 1 1 I I I I I5l I � ———————— — w w o3 az 25-5 26-5 1 27-5 28-5 1 1 1 29-5 30-5 1 1 1 31-5 32-5 1 1 1 33-5L�34 1 1 35-5 36-5 1 38-5 I z t_ 4-5 J al I I I I I I 1 _ ❑ TYPE-1 LIGHT, 30' POLE , LUMINAIRE, AND o� 1 \��— a ^ I JUNCTION BOX w wJ O L 37-5 I W I o TYPE-2 LIGHT POLE, LUMINAIRE, AND JUNCTION BOX Q N O/ I I I M o / W B 8 I 8W 8W 8W .• .• .• 8W W 8 � 1 4-3 8W 8 8W 8W 8W W g IN Q I s 8� S 8 / � (7 ; z --- - V MALBAR STREET LIGHT sT. � � ■ ■ � [i] W a O Q 1 I - _j NK • - - �, - - _ _ _ o' - ----- -- - ---- /O N• 727104 8170 ' � ■ ■ � i 1 C7 E: 2452009.1051 = ■+ o 1 _---------- ------ F- ■ ■ �3 ------- -------- ------------- ---------- -------- L---- ----- TYPE-2 LED FIXTURE O LL \ m 1 �, - ■ -- ---- ------ __ 1 1 1 ---------- `25-FOOT POLE O liiiii z g3 Z i 1 1 1 I I 1 Z �1 cl �I 1 1 I 1 I I I I 1 13-3 I I _ ■ j 1 EXISTING STREET LIGHT 2-3 3-3 4_3 5-3 6_3 7 3 ICI - V 0) / 00I I ' 1 1 I I I �� 8-3 9-3 10-3 1 1-3 12-3 / 'r I 11 I I I STREET LIGHT STREET LIGHT L O 1 1 1 STREET LIGHT 1 / µ- 'R I ■ Z J�, as a #56475C #56476C I O z, 0 > w N: 727082.9962 I 1 N: 727080.8419 1 I #56477C I I I 1 / G '- PoNP I � Q Q � Y --------� 1 —_—_I-- N: 727078.6876 I 1 / / ■ ■ J z r 1 — — — — 1 0 I 1 E:2451402.8606 ------ ------------ -------- E: 2451597.8487------------------- ----- / -� m o RDI _ T - E. 2451792.8368 ---------------- ----------- ------------- -- - I o co } 6�TYPE-2 LED FIXTURE_ _ co TYPE-2 LED FIXTURE- — — - — — — — — _ R w Y N m fzPl_ �pl — — — — 6P �~6P1 w Q U` Z E.G. E.G. E.G. a 2 E.G. — — sP� — see — — TYPE-2 LED FIXTURE _ ,` 1 25-FOOT POLE 25-FOOT POLE — E.G. E.c. N wwP w w d w ¢ O � —_ E I 25-FOOT POLE ��' -° i. = Of T IL -TOPTOE .G. I E.G. E.G. E.G. - E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. d -- - ----------------------------- ____ cla — ------ -----— -----G14-8------clae°P� NORTH SLOUGH ---- _ ----------------------- -- — H (TILED)___�a8----- GI48 -_---_----_ ___ ---- =NORTH SLOUGH (TILED) ---_- GI48 _ -- GI48 -- GI48 ---- --EGI - JOB NUMBER: 1 -d01_ - - ,--_��flP. G19•$,� GI48 GI48 - -- _ — — . mop U� -- � — — . — ------—TGIF --- --- --- FOB D62355 3 X 1 m - F� DATE: 10-2-23 r m I IV Q`� V�` W SHEET NUMBER: STREET LIGHT PLAN CITY OF MERIDIANSLA 0 40 80 Lu w FEET V I \ W11-2(30"X 30")WITH W16-9P r INSTALL SIGN 200'+/-SOUTH OF �� O \ CROSSWALK ON NORTH SIDE OR A ARRA BDIV I N N . 2 ORCHARD PARK DR. -COORDINATE WITH ACHD INSPECTOR I 1001 ,I _ASi Signs Sign Notes Striping Keyed Notes A ew - E S G Su ISO 0 _ 14+94.82,55.52'R / AHEAD BOTH DIRECTIONS I = j j 12'WIDTH A. CROSSWALK (WHITE THERMOPLASTIC) - SEE TS1112 \ , ,' N: 727658.6824 SPEED LIMIT 1. SIGN INSTALLATION SHALL BE IN ACCORDANCE WITH THE STRIPING DETAIL#18 -SEE PLAN FOR CROSSWALK WIDTH. / / E:2451935.0590 25 G 1 OA STREET NAME STREET SIGN PER ACHD STDS. A CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWING NO. 1130, THE / / No U) MUTCD., AND ACHD STANDARDS. \l 0. / FARMING 00 m V a NO / / R TIME D O , PARKING 2. THE BOTTOM HEIGHT OF SIGNS SHALL BE 7.0' IN HEIGHT, / IR o PRIVATE STREET NO PARKING FIRE LANE SIGN / 14+12.95,22.50'L - 1 BO s B FIRE Striping Notes ' ' / / BOTH DI ECTI R d 2 e LANE (BOTH DIRECTIONS)SEE DETAIL 1/SG.1 MEASURED FROM THE ADJACENT TRAVEL SURFACE, � � / � / / / - I - o I L o ;o » , �—► SIDEWALK OR CURB AS APPLICABLE. /� ' No E BOTH DIRECTIONS O '6 a c >w U / o IT 3. STREET SIGNS AND BARRICADES WILL BE INSTALLED BY 1. ALL STRIPING SHALL BE IN ACCORDANCE WITH ACHD AND ,'' ,'' / / do%'�PAANY G E /� F PANNING :.TIME o=oo� N O ACHD AND PAID FOR BY THE DEVELOPER. CONTRACTOR / - """ w y OBJECT MARKER PER ACHD STANDARDS MUTCD STANDARDS. / / / �, I ME E o w s SHALL COORDINATE THE WORK. 13+2a.2s,22.50'L w 1 � o = = a y / 2. ALL CROSS WALK MARKINGS SHALL BE WHITE ,' ,' /, / / i /' 1-5 w :1 14+12.86,22.50'R NO THERMOPLASTIC TAPE (2'WITH 4' GAP) AND BE CENTERED ,' / : 1a �, L -L a ON THE PEDESTRIAN RAMPS. SEE PLANS FOR CROSS // / / r "•. z d c /1© Q cn o ow PARKING > - O ANY NO PARKING LEFT ARROW, R7-1L 12"X 18" Sign Legend WALK WIDTHS AND LOCATIONSIX ga A N aE d a TIME i / e -.--' wul � 3. CONTACT ACHD CONSTRUCTION SERVICES PRIOR TO �i I a m w o d i / FRAMING LL fA H 95� I I I m PLACEMENT OR REMOVAL OF ANY PAVEMENT MARKINGS / / / / B ANE o ? 1 1 -� SIGN TO CONFIRM COMPLIANCE WITH POLICY AND EXISTING , / / '~ o _ 0 NO / / 22-5 N v PARKING E PARKING NO PARKING LEFT&RIGHT ARROWANY , R7-1 12"X 18" PAVEMENT MARKINGS (208) 387-6280. / — I ' E 1 � TIME �' ,' // / O v i� Sw o A - 1 13+64.08,22.50'R ' / 1.6 21-5 No Mailbox Keyed Notes O � / ®'PARKIING PARKING Y / / FIRE B \� O ANY NO PARKING RIGHT ARROW, R7-1 R 12"X 18" / / No I CONTACT DMINE TIME 1. DEVELOPER PROVIDED CLUSTER MAILBOX 5 X 16 UNIT 1 X / / 50-5 \ FARMING �� ( ): i/ i/ / / / / / ��O PUNO KING I O ilk I Q 48—F'IOUR3 8 UNIT), AND PARCEL LOCKER (2 X 4 UNIT). CONTRACTOR /i / / Mf B No I I ;I W h BEFORE DIGCINGa u1E PARKING �, LLl o / / .-. � ,,,E 12+73.81,22.50'R I SHALL PROVIDE CONCRETE PAD PER SHEET GDA, AND , / / / / B w I J �X 1-800-342-IN5 SPEED INSTALL CBU PER MANUFACTURER'S REQUIREMENTS. ,' ' � / \ 19-5 3 No I ~ LIMIT PROVIDE KEYS TO DEVELOPER. / / / / \\ r•' F PA"ME"G O 25 MPH SPEED LIMIT, R2-1 24"X 30" �.•.. _ / / No 49-5 t7 25 , , / / / / // FIRE \ 12+67.15,22.50 L i i / / PARKING •. � N I - / / r@E B I � CD Lu ORED C) NO + I NO N I J /'' J r FIRE B 4:� •.PARpING B 4R-`� � I I I = H PEDESTRIAN CROSSING,W11-2 WITH W16-7P, 30"X 30" ,' ,' / Q► / � .=`► / °" ."". No I ~ O e3' / PARKINGFIRE , N ( .�I ,' /' // 0// �` // �y '•�Q► PARKING B I I Z O 0 W I I I I z 47-5 h0I = Q 16- 0 o B --- — PEDESTRIAN CROSSING AHEAD,W11-2(30"X 30")WITH W16-9P , ' / / / �� NO >> '--' > -- 3-4 I ICI I Q m Lu INSTALL SIGN AHEAD OF CROSSWALK ON THE RIGHT SIDE 0� / / PARpIX6 LU / LIRE B I CO O OF THE STREET IN THE DIRECTION OF TRAVEL m , - No a 1' AHEAD _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /� PARKING v 4 - a Iw a - - - - - / B `ANE �• Z PARKING - I I ICI - - - \ / ` Lu wJ/ B ulf I - - I ICI I Q Q - - - - - - - - - - - j j - - - - - - — - - - _ / Hw / f/ / PARA�EXG B \\ /.•' N. �� NO LL - —~' O� I I � F_ Q PAnpiNG B W F- � I I / 1 4 \ % i i=E► Z V o F o \ x Z 45-5 O w I I z Lu �� BW 8W BW aw BW aw aw BW' 8W BW�rBW 8W 8W� 9i / O / /> ----- O (� Iml W11-2 (30"X 30")WITH W16-9P 1.001-1 24-5 Z ZO INSTALL SIGN IN PARKWAY PLANTER AT THE SS�0ALNo FNG 20.00'FIRE LANE 4 NO NORTHWEST CORNER OF THE INTERSECTION OF � i FIAE / \ \ �R / 1 �O. B PARKING 28'INSIDE RAD. • PARKING erg" I ANE B IAAE W° DIRECTOR ST.AND W. BACALL ST. (APPROX. N 0 _ _ o ————— —————— — 6S FRAMING �o : 48'OUTSIDE RAD.�. AO 125 FEET EAST OF CROSSWALK-COORDINATE Q PARKING ��` - - - PARKING- B NO B SD 1 iwME B g \ I WITH ACHD INSPECTOR ^ -- / LINE PARKING 1 --► \�` :3.00'TIP. 3 o STANDARD REGULATORY SIGN PER \ --- / , AIE of 1 1-5 Tp `� ♦ No � \ � .--► r �,•�O. ` PARKING 43-5 � FIRE MUTCD REFLECTIVE .080 ALUM.WITH RED - - I - - ��,d' , ♦ 10-2-23 9-5 ..• � .' `•" / A � IAAE B '• I � LANE LETTERS ON WHITE REFLECTIVE 8_5 1 3 PARKING �(/yAPj /'A �iy , ————— O Ivl A �TF OF P� BACKGROUND �� I \ ' B / � O��P�9 � — — I I 1-4 0 hI I Oss 904" ♦ ----- I 26.00' -� A BOTH DIRECTIONS I 4 II uvvNO p, / \ O f°f \ .\�\\�\y\\,\{\\�y(Y I I •+ `� PARKING O ----- - J I I • = • Y® O R 1 I I L j 8S 8S S ♦ nB .u=`► o+ _ _ wl - - - , :. :. • • I r -5 PARKING / B nlE 8W 8W aw " .• .• .• • _ I I NO m NO aw aw- • • • • • KING B N / PARKINGfllE •i B LANE B "I ._•� ° W. DIRECTOR ST. 00 _ 2+48 , LAAE •N PARKING co 2"x 2"x 3/16"SQUARE GALVANIZED STEEL TUBE(SILVER) �- a �-► z c cQ .u=`► B —— — i— �� a • • E IR J Lu B PARKING • . I � No w � c No W EAXE '•• 12'WIDTH A I�'I .. - I II � I -----------------� 3.00'T1'P. Z :. No NO ® I J B PARpING PARKING 4SD PARKING r .--► 2W co 8 00 • \'. X ' \ ._"`. B �==► B LAME r " Z PALAAERG B 40-5 n 1 O I I _ } _ FINISH GRADE II I / 0 ' �� " N N ao H ' v // — — 1+39.80,23.50'R' - - -- " o - 2+02.98,23.50'R I I W " — W. DIRECTOR LN. (PRIVATE) o 12"DIA.CONCRETE FOOTING(3,000 PSI) I /I m Q \ I N / Q No10 / 5-5 0 3 BOTH DIRECTIONS 1 PARKING J / - PARKING15-3 RE / BFIRE B CO — I I I I I I I a& 2"X 2"X 4"STEEL PLATES WELDED TO POST - - - - - �' / PAAKIN6 PARKING NO NO NO Y N0 -1 I B B PARKING PARKING I NO p RE RE RE PARKING PARKING ro ICI a I IR � pJ Z IAAE LANE B FIRE ,,,, Y PARKING I O ? — I I I i •r. `; / H► �H I IANF I B FIlf I B `F. I B FIIE B fIA[ .. •°. I (7 IC I I Z. N m III I� I I I~ I z� 01 36" 33 I I I a t �( I d-5 2u 0. 25-5 26-5 I I 27-5 28-5 I I 29-5 J30-5 31-5 32-5 I 33-5 34-5 I I I 35-5 36-5 I 38-5 w Iw I I z� NOTES: L h' 20.00'FIRE LANE 1. SIGNS AND SIGN INSTALLATION SHALL BE - 1. 28'INSIDE I I PARKING I I - RAD. A PERFORMED IN ACCORDANCE WITH MUTCD - DD I -- ----------- - - -- - 48'OUTSIDERAD. I° .{� .-"► I I Q zz STANDARDS. H /� I` I O --- No z-5 h I W 3 / A• — — 1 AHEAD — PAR NENG �Z 2. SIGNS SHALL BE MOUNTED TO STEEL POST WITH$" =�, OO B / J H CADMIUM PLATED BOLTS, NUTS,AND WASHERS. / :. ,: ° : ' • : : 5+30 63 22 63'L '-' to 7+26.5Q 23.50'L. ,.. : . . :•.. :: ;. : .• .•: •.; / H I z W 0 I SW 2+ ° 8W 8W / 8W g g BOTH DIRECTIONS gW .8 / 14-3 I I - T - a _3+�� \ / - 4+00 +00 A 6'WIDTH 6+00 8W 8W + 8 8W 8W 81{d A / _ � z \\\ I a �I S / \ 7 00 8+00 "' U O \ z W. MALBAR ST. p .o O PRIVATE STREET NO PARKING - FIRE LANE SIGN ('1 � I - - J - - Z ao M c� SG.1 -- ---- , nc - —_ - ------- J =� N FL ———— ———— ————— — —— \\ m / I I 3+27.50,23.50'R 5+19.10,22.50NR -- ------ — ---- ----- ----------- — -- \ // ao O Z I I I BOTH DIRECTIONS I I I \ Z I ok N 13-3 ill ^ 3 OIL Iml Mo 2-3 3-3 4-3 5-3 6-3 7-3 8-3 9-3 10-3 11-3 12-3 / / - 00 O oo z 3 L ---------- ----------- ------------ -------- 1N - 1 ------- -------- ----- ------------- 6F — — — -6P� — — — — — — — — — — — — GPI-- PI— — f Pl PI —GPI "SIR E.G. G. - - — I� E.G. E.G. E.G. E.G. E.G. E.G. E.G. . I G 6P P I O E m E.G. E.G. �/ In E.G. - --EG. . E.G. I EL — —GI4 ------ =____�48=____G148------GI48 ----$--- NORTH SLOUGH (TILED) ------------------- -------- Q Y G. EG E.G. E.G EG EG EG -- -- — — -------- ---- ----- — _ ------- G148 G148 ----- - ------------- ----- m z 00 4R— I — — — — — — — — — — — — — -- ---TnP---- . — — —-_--_-- ----_--------GI � ---�48 ----- GI48 -NORTH SLOUGH (TILED)48 - -- GI48 ---_=====GI48 -- - G148---== --c GI - ° 00 } _ o FOR �r �� — . — . —TOP— W Q o X ~ lL Y (V m X-,--- - X - - a w W Q N a d p O V^ JOB NUMBER: C4 SIGNAGE, STRIPING + MAILBOX PLAN o�0 W io6235513 m 0 40 80 �O`"`�(�O� DATE: 10-2-23 FEET PQP��v ` SHEET NUMBER: looGOB � t' W SGEI W