Loading...
HomeMy WebLinkAboutCivil Construction Documents OFFSITE IMPROVEMENT PLANS FOR MCD RMOTT VILLAG MERIDIAN , IDAHO w z w z w � m a ¢ w cn U co w O o z BASIS OF BEARING GENERAL PROJECT NOTES W N THE BASIS OF BEARING IS GRID NORTH ON THE IDAHO STATE PLAN COORDINATES SYSTEM(NAD 83).WEST ZONE,AS DETERMINED BY GLOBAL POSITIONING SYSTEMS Qco METHODS.ANY DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S.SURVEY FEET.AS SHOWN ON SURVEY. T7 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL 0 0 COMPLY WITH IDAHO CODE CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE W MCM I LLAN RD CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.CALL DIGLINE, INC.,48 HOURS BEFORE COMMENCING ANY UNDERGROUND WORK AT 811 OR 208-342-1585. a a BENCHMARK ® M 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS ® CONSTRUCTION(ISPWC). AS SHOWN ON SURVEY. 3. CONTRACTOR SHALL REPAVE TO EXISTING GRADES ANY PAVED AREAS DISTURBED BY CONSTRUCTION. TITEEITMI 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPACTION TESTS FOR SUBGRADE AND PAVEMENT IN ACCORDANCE WITH CITY OF MERIDIAN BACKFILL STANDARDS. 5. ALL NON-COMPACTABLE MATERIALS SHALL BE REMOVED PRIOR TO COMPACTION OF SUBGRADE. L N LEGAL DESCRIPTIONrl- alfCONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS. 00 O N 7. SITE TOPOGRAPHIC SURVEY AND ROAD TOPOGRAPHIC SURVEY PROVIDED BY THE LAND GROUP.(04/05/2021). N BEING THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32,TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN,CITY OF MERIDIAN,ADA o COUNTY, IDAHO. W O 8. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF THE TEMPORARY BENCHMARKS, PAVEMENT MATCH LOCATIONS,AND mr- z Q NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. F) IL N w 9. THE CITY OF MERIDIAN MAY OPT TO HOLD A PRE-CONSTRUCTION MEETING FOR THIS PROJECT. IF SO,THEN NO CONSTRUCTION o 00 0 SHALL BEGIN BEFORE THE PRE-CONSTRUCTION MEETING WITH THE CITY OF MERIDIAN,WHICH THE CONTRACTOR AND ^ 00 O U SUBCONTRACTORS ARE REQUIRED TO ATTEND. ^ 0 ai W W BECKY DR U 10. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT(ACHD)PRIOR TO o COMMENCING CONSTRUCTION IN ANY ACHD RIGHT-OF-WAY. PLEASE ALLOW MINIMUM OF 48 HOURS FOR PROCESSING OF 00 LU Y APPLICATION.CONTACT ACHD INSPECTION SERVICES AT(208)387-6284, MINIMUM OF 48 HOURS PRIOR TO SCHEDULE o LU U INSPECTIONS. N = PROJECT m 11. ALL UNDERGROUND UTILITIES AND SERVICE LINES SHALL BE INSTALLED AND TESTED PRIOR TO STREET CONSTRUCTION AND u) ON-SITE PAVING. � LOCATION z 12. DISTURBANCES TO THIS SITE WILL REQUIRE AN APPROVED EROSION AND SEDIMENT CONTROL PERMIT FROM THE CITY OF z MERIDIAN. 0 13. IN ADDITION,ALL OWNERS AND CONTRACTORS INTENDING TO DISTURB ONE ACRE OR MORE OF GROUND AS PART OF - 0 CONSTRUCTION ACTIVITIES SHALL DO THE FOLLOWING: A. FILE A NOTICE OF INTENT(NOI)WITH EPA'S CONSTRUCTION GENERAL PERMIT(CGP). B. PREPARE A STORM WATER POLLUTION PREVENTION PLAN(SWPPP). W USTICK ROAD I C. INSTALL SIGNAGE PER THE CGP. D. MAINTAIN ON-SITE COPIES OF THE N01,CGP,AND SWPPP. E. COMPLY WITH REQUIREMENTS OF CGP AND SWPPP INCLUDING DOCUMENTING THAT ALL INSPECTIONS AND MONITORING -- HAVE BEEN PERFORMED. Y F. FILE A NOTICE OF TERMINATION(NOT)WHEN ON-SITE WORK IS COMPLETE AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING. t 15. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER OF RECORD,AND THE CITY OF MERIDIAN. w 3 0 a 16. WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION BEFORE CERTIFICATE OF COMPLETION IS ISSUED,THE OWNER'S ENGINEER t SHALL COLLECT AND NEATLY RECORD ACCURATE"AS-CONSTRUCTED"RECORD INFORMATION AND PREPARE COMPLETE SEALED RECORD DRAWINGS IN ACCORDANCE WITH THE CITY'S RECORD DRAWINGS REQUIREMENTS. RECORD DRAWINGS ARE THE y RESPONSIBILITY OF THE OWNER'S ENGINEER. HOWEVER THE CONTRACTOR SHALL SUBMIT A COPY OF REDLINED AS-BUILT 0 DRAWINGS TO THE OWNER'S ENGINEER IN ORDER TO VERIFY ALL FIELD CHANGES WITHIN 15 DAYS OF COMPLETION OF THE LL WORK. O O E VICINITY MAP w w z Q NORTH W Qwo NOT TO SCALE _ - N J ww/ z O \ y /J W N C \/ r 3 O U O � w Sheet List Table - Sheet Number Sheet Title UUj CO.00 COVER SHEET Q CONSULTANTS C0.10 GENERAL NOTES U C1.00 DEMOLITION PLAN N PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: C2.00 EROSION CONTROL COVER SHEET WOODSIDE AVENUE INVESTORS, LLC KIMLEY-HORN ATLAS TECHNICAL CONSULTANTS 923 S. BRIDGEWAY PLACE 1100 W IDAHO STREET,SUITE 210 2791 SOUTH VICTORY VIEW WAY C2.01 EROSION CONTROL PLAN EAGLE, ID 83616 BOISE, ID 83702 BOISE, ID 83709 CONTACT:JIM HUNTER CONTACT:MICHAEL O'REILLY, P.E. CONTACT:JACOB SCHLADOR,PE C2.02 EROSION CONTROL DETAILS N PHONE:(208)577-5501 PHONE:(208)845-0089 PHONE:(208)376-4748 N N N 2 C3.00 ROADWAY KEYMAP o 0 o Z 3 DEVELOPER: SURVEYOR: 1 C3.01 PAVING OFFSITE PLAN & PROFILE OF 5 0 o PACIFIC PARTNERS THE LAND GROUP ( ) _ 430 E.STATE STREET,STE. 100 462 E.SHORE DR.,SUITE 100 2 EAGLE, ID 83616 EAGLE, ID 83616 C3.02 PAVING OFFSITE PLAN & PROFILE (2 OF 5) CONTACT:CHRIS GRANT CONTACT:JAMES WASHBURN, PLSLU C3.03 PAVING OFFSITE PLAN & PROFILE (3 OF 5) 0 N PHONE:(208)577-2768 PHONE:(208)939-4041 U Q z a C3.04 PAVING OFFSITE PLAN & PROFILE (4 OF 5) ■ ■ 'w w C3.05 PAVING OFFSITE PLAN - USTICK ROAD (5 OF 5) ■' w o AGENCY CONTACTS C4.00 GRADING PLAN (1 OF 2) ■ ■ �� _ = O ~ C4.01 GRADING PLAN (2 OF 2) Q Q 0- o PLANNING : GAS SERVICE: STORM DRAIN: cn cn g p CITY OF MERIDIAN INTERMOUNTAIN GAS COMPANY ADA COUNTY HIGHWAY DISTRICT ■� 0) in CONTACT:SONYAALLEN CONTACT:BRYCE OSTLER CONTACT:REGINA CUNNINGHAM C5.00 UTILITY KEYMAP � m m ° C.0 U PHONE:(208)489-0579 PHONE:(208)377-6812 PHONE:(208)387-1681 C5.01 UTILITY OFFSITE PLAN & PROFILE (1 OF 3) m o M Z Z U w z .y ENGINEERING: ELECTRIC: CABLE: C5.02 UTILITY OFFSITE PLAN & PROFILE (2 OF 3) I 3: 2 U U) o CITY OF MERIDIAN IDAHO POWER SPARKLIGHT < W 2 O L CONTACT:STEVE O'BRIEN CONTACT:ETHAN MORGAN CONTACT:TERRY ALSUP C5.03 UTILITY OFFSITE PLAN & PROFILE (3 OF 3) 10- 0 N PHONE:(208)489-0311 PHONE:(208)388-2356 PHONE:(208)455-5548 U C6.00 LIGHTING OFFSITE PLAN (1 OF 2) ■ SEAL w FIRE DEPARTMENT: TELEPHONE: � O MERIDIAN FIRE DEPARTMENT CAMBRIDGE TELEPHONE C6.01 LIGHTING OFFSITE PLAN (2 OF 2) � CONTACT:JOE BONIGIORNO C6.02 STRIPING AND SIGNAGE OFFSITE PLAN (1 OF 3) 05\ONAL NTA T:DAN M RRI ��GENSF� > PHONE:(208)489-0458 PHONE:(208)257-8240 C6.03 STRIPING AND SIGNAGE OFFSITE PLAN (2 OF 3) ° AGENCY APPROVALS w a C6.04 STRIPING AND SIGNAGE OFFSITE PLAN (3 OF 3) C7.00 DETAILS (1 OF 4) 19524 THE ENGINEER OF RECORD CERTIFIES THAT 05/09/2024 0 C7.01 DETAILS (2 OF 4) c� qT �P �, o U THE PLANS ARE PREPARED IN SUBSTANTIAL �" �� m o CONFORMANCE WITH THE ACHD POLICY AND �q F OF F� C7.02 DETAILS (3 OF 4) STANDARDS IN EFFECT AT THE TIME OF pATRICK a rn t PREPARATION. THE ENGINEER °? ACKNOWLEDGES THAT ACHD ADA COUNTY o - 3 CAUTION: NOTICE TO CONTRACTOR C7.O3 DETAILS (4 OF 4) v ? HIGHWAY DISTRICT) ASSUMES NO LIABILITY N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , FOR ERRORS OR DEFICIENCIES IN THE NOT APPROVED FOR DESIGN. ALL VARIANCES FROM ACHD CONSTRUCTION m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES POLICY SHALL BE APPROVED IN WRITING. Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED THE FOLLOWING VARIANCES, LISTED BY SHEET ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION DATE AND SHORT DESCRIPTION, WERE ° w 0 CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE n APPROVED FOR THE PROJECT: NONE. C0�00 C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhaft bellow UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ` 811 before you dig GENERAL NOTES WATER NOTES ENGINEERING GRADING NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES 1. CONTOURS ON SIDEWALKS AND PRIVATE/PUBLIC ROADWAYS ARE TO FINISH GRADE. WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. FOR GROUND TREATMENT OF ALL OPEN AREAS WITHIN THE PROJECT SITE, REFER TO LANDSCAPE PLANS. THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS STANDARDS OR SPECIFICATIONS. (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT 3. FIELD DENSITY TESTS SHALL BE TAKEN AT REGULAR FREQUENCY AS REQUIRED IN THE GEOTECHNICAL REPORT AND 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS SPECIFICATIONS. READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. START OF WORK. POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 5. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAYNOT SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS OPEN OR CLOSE WATER VALVES. SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME z REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS. ui INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL o UJ 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, 6. SOD OR SEED/MULCH MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING a m PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DISCHARGES. w o DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE o z RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED DRAINAGE NOTES 7. THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN A PERMANENT VEGETATIVE PROTECTIVE COVER FOR EROSION CONSTRUCTION PLANS. AND SEDIMENT CONTROL ON ALL LAND SURFACES EXPOSED OR DISTURBED BY CONSTRUCTION OF THE PERMITTED It 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE PROJECT. THE PROTECTIVE COVER MUST BE INSTALLED WITHIN FOURTEEN DAYS AFTER FINAL GRADING OF THE w �" TO CONSTRUCTION. AFFECTED LAND SURFACE. o `' FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN $ THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND OR OTHER FINAL LANDSCAPE PLANTING IS WELL a a 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE RESPONSIBILITY ESTABLISHED. OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY 9. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR ADA NOTES AND DO NOT CONTAIN COMPACTED BASE MATERIAL. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED. 1. ALL HANDICAP PARKING STALLS SHALL BE PAINTED AND SIGNED IN STRICT ACCORDANCE WITH ROADWAY CURRENT ADA STANDARDS AND LOCAL REGULATIONS. ALL HANDICAP RAMPS AND ACCESSIBLE 10. STRIP TOPSOIL AND ORGANIC MATTER AND PAVING MATERIAL FROM ALL AREAS UNDER BUILDING AND PAVED RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH CURRENT ADA STANDARDS AND SURFACES. TOPSOIL MAY BE STOCKPILED ON SITE FOR REPLACEMENT ON SLOPES IN GREEN AREAS. STOCKPILED TOP L co 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY LOCAL REGULATIONS. SOIL MAY NEED TO BE AMENDED TO MEET PROJECT SPECIFICATION SECTIONS. CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. A. THE FOLLOWING CRITERIA SHALL APPLY TO ALL CONSTRUCTION WITHIN THE LIMITS OF THIS00 N 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PROJECT. 11. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. o PIPE ZONE. o B. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. z ACHD NOTES NOT EXCEED 2.0 PERCENT. THE SLOPE SHALL BE MEASURED PERPENDICULAR TO THE 13. UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED THREE (3) HORIZONTAL TO ONE (1)VERTICAL. ALL o DIRECTION OF TRAVEL. SLOPED AREAS MUST BE PROTECTED FROM EROSION. co 1. ANY REQUEST FOR VARIANCE OF DISTRICT POLICY MUST BE MADE IN WRITING AND REFERENCE THE APPROPRIATE SECTION(S) OF THE C. THE GRADES WITHIN HANDICAP PARKING STALLS SHALL NOT EXCEED 2.0 PERCENT MEASURED co o ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE REQUEST IN WRITING. 14. IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE, 6 2. ANY PRIVATE SEWER, WATER OR OTHER NON-PUC REGULATED UTILITY ARE PROHIBITED FROM BEING LOCATED WITHIN THE IN ANY DIRECTION. HANDICAP PARKING STALLS SHALL HAVE AN ACCESSIBLE ROUTE, AS NOTED o BELOW, TO THE BUILDING ENTRY AS SHOWN ON THE DRAWINGS. TOPSOIL MAY BE PLACED TO A HEIGHT OF FIVE FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE coRIGHT-OF-WAY. STOCKPILE AND THE STOCKPILE SHALL BE SEEDED WITH NATIVE SEED MIX IMMEDIATELY AFTER STRIPPING OPERATIONS o 3. ANY IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. 2. ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5.0 PERCENT. ACCESSIBLE ARE COMPLETE. N 4. ALL UTILITY RELOCATION COSTS ASSOCIATED WITH IMPROVING STREET FRONTAGES ABUTTING THE SITE SHALL BE BORNE BY THE ROUTES EXCEEDING 5.0 PERCENT SHALL BE CONSTRUCTED WITH RAMPS AND HANDRAILS HAVING A 5 DEVELOPER. MAXIMUM SLOPE OF 8.33 PERCENT FOR A MAXIMUM RISE OF 30 INCHES. A 5-FOOT BY 5-FOOT 15. ON-SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS BEYOND 5 FEET OF THE BUILDING SHALL M cn 5. IN ACCORDANCE WITH DISTRICT POLICY, 7203.3, THE APPLICANT MAY BE REQUIRED TO UPDATE ANY EXISTING NON-COMPLIANT LANDING PAD (WITH A MAXIMUM SLOPE OF 2 PERCENT IN ANY DIRECTION) SHALL BE CONSTRUCTED BE COMPACTED IN ACCORDANCE WITH GUIDELINES PRESENTED IN THE SOILS REPORT. PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. THE AT THE BOTTOM AND TOP OF ALL RAMPS. APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO DISTRICT DEVELOPMENT REVIEW STAFF FOR 3. ALL SITE DIRECTIONAL SIGNS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 7-FEET AS MEASURED 16. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY 3: REVIEW. FROM THE GROUND TO THE BOTTOM OF THE LOWEST SIGN. THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. o 10 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB, GUTTER, AND a PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT 387-6284 (WITH FILE NUMBER) FOR DETAILS. 4. ALL ACCESSIBLE ROUTES THAT CROSS A VEHICULAR DRIVE SHALL CONTAIN A DETECTIBLE WARNING UTILITIES. IN STRICT ACCORDANCE WITH CURRENT ADA STANDARDS AND LOCAL REGULATIONS WHETHER OR 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. NOT A RAMP IS NEEDED. 17. BENCHMARK VERIFICATION: CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT POLICY MANUAL, ISPWC 5. THE MAXIMUM VERTICAL GRADE DIFFERENTIAL BETWEEN SURFACES ALONG AN ACCESSIBLE ROUTE BENCHMARK(S), BY RUNNING A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY STANDARDS AND APPROVED SUPPLEMENTS, CONSTRUCTION SERVICES PROCEDURES AND ALL APPLICABLE ACHD ORDINANCES UNLESS SHALL BE A MAXIMUM OF '/4-INCH. NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 0 0 SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO SHALL PREPARE AND CERTIFY ALL IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL HAVE ALL CONCRETE FORMS THAT ARE PART OF ANY DESIGNATED 18. CONTOURS ON SIDEWALKS AND PRIVATE/PUBLIC ROADWAYS ARE TO FINISH GRADE. 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ADA ACCESSIBLE ROUTE, STORE FRONT, HANDICAP PARKING SPACE OR RAMP SURVEYED BY A LICENSED w 3 COUNTY HIGHWAY DISTRICT PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. SURVEYOR AND SUBMITTED TO THE ENGINEER TO VERIFY GRADES AND CROSS SLOPES PRIOR TO 19. FOR GROUND TREATMENT OF ALL OPEN AREAS WITHIN THE PROJECT SITE, REFER TO LANDSCAPE PLANS. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR AT NO PLACEMENT OF ANY CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS AND s COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE CONTRACTOR SHALL CALL DIGLINE DAMAGES FOR IMPROVEMENTS INSTALLED OR OTHERWISE IMPACTED BY WORK NOT APPROVED BY 20. FIELD DENSITY TESTS SHALL BE TAKEN AT REGULAR FREQUENCY AS REQUIRED IN THE GEOTECHNICAL REPORT AND U) (1-800-342-1585)AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING GROUND WITHIN ACHD RIGHT-OF-WAY. THE CONTRACTOR THE ENGINEER. SPECIFICATIONS. LL SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED)ARE COMPROMISED LL DURING ANY PHASE OF CONSTRUCTION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 PERCENT. THERE ARE PRESSURIZED IRRIGATION DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE W O O NO TOLERANCES ALLOWED. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. LLI I- a 12. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD DISTRICT IN WHICH IT IS BEING CONSTRUCTED. n z Q Y �V RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL, 22. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO O W 0 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH %2") MIX, PG-64-28 THREE INCHES 3', THICK, AS A MINIMUM WITH 4" OF%4" THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING CC ( ( ) WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS G N BASE AND 20" OF 6" MINUS PIT RUN GREATER. IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)AND THE CITY OF MERIDIAN WATER J J LLJ z 8 MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND J 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE DEPARTMENT. 1. DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME Q > Q PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS. 3 A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY LJJ r AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z 3 B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE 23. ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS, VAULTS, BOXES, ETC.) SHALL BE ADJUSTED TO FINAL GRADE W C ENTIRE ROADWAY SURFACE. PRIOR TO THE FINAL LIFT OF ASPHALT. O c C C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A G G LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 24. ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD IDENTIFIED IN THE GEOTECH REPORT. THE CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECH w INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. REPORT ON THE SITE AT ALL TIMES. Q E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. U 14. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED 25. THE CONTOURS SHOWN REPRESENT FINAL GRADE. THE TOP 6 INCHES OF MATERIAL IN THE LANDSCAPE AREAS SHALL CC TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE o BE TOP SOIL AS SPECIFIED IN THE LANDSCAPE PLANS. G N MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS 26. GRADES WITHIN ASPHALT AND/OR CONCRETE PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES TO INSURE NO STANDING WATER. ALL CURBS SHALL BE BUILT IN ACCORDANCE TO THE PLAN. CURBS OR PAVEMENT AREAS WHICH DO SEWER NOTES NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. N N N 3 O O O 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL AS THE 27. SPOT ELEVATIONS REPRESENT FLOW LINE OR TOP OF ASPHALT UNLESS OTHERWISE NOTED. p STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. iz� _ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 28. WHERE NEW CURB AND GUTTER IS BEING CONSTRUCTED ADJACENT TO EXISTING ASPHALT OR CONCRETE PAVEMENT, (D IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER THE FOLLOWING SHALL APPLY: PRIOR TO PLACEMENT OF ANY CONCRETE THE CONTRACTOR SHALL HAVE A LICENSED w Q 0 o MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN SURVEYOR VERIFY THE GRADE AND CROSS SLOPE OF THE CURB AND GUTTER FORMS. THE CONTRACTOR SHALL SUBMIT Q 0 a ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 THE SLOPES AND GRADES TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR W w w OF THE WASTEWATER RULES (IDAPA 58.01.16). SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY SECTION WHICH DOES NOT CONFORM TO THE DESIGN OR TYPICAL = y 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A CROSS SECTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CURB AND GUTTER POURS WITHOUT THE s MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS APPROVAL OF THE ENGINEER. w o ~ a THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 Q Q o LL OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 29. CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC U o 58.01.16). DATED 05/22/2022. co } o coo m w 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM m p p 6j Lu WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD STORMWATER DESIGN z z Y w o a o GUIDELINES. Q W w O -1 o Q p p U _ ❑ 2 Q SEAL U w a ONAL o N QUO \GENSFQ FF�, w19524 U 2 � l05 09 2024 CD 0 � CD OF a rn N C:)� J L � pATR I CK� ri j 3 CAUTION: NOTICE TO CONTRACTOR v U r o NOT APPROVED FOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , CONSTRUCTION UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what'sbelow. Co. 10 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeYOUdig 6 6 NOTES X SO432417360 aal 4 - AG EHC II(LEN)MULTISTATE 2 LLC \\ \\ 2 3 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. - - - Ee�, 2 3 4 5 4 2 II 7 / I 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING — — — — — — — — — — — 1 1 I IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 5 � 5 6 2 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED \ EXISTING AGRICULTURAL DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE \ FIELD 7 / CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 2 \ 4. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES BEFORE CONSTRUCTION AND PROTECT IN PLACE UNLESS NOTED ON THE PLANS. 5. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES TO PROTECT \ \ AND PRESERVE EXISTING PERMANENT SURVEY MONUMENTS.ALL SURVEY MONUMENTS DISTURBED 1 (PROPOSED AND EXISTING)SHALL BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL LAND SURVEYOR RETAINED BY THE CONTRACTOR. \� w / I Z LU / / I z W O H DEMOLITION NOTES cn W O eo �a� 01 REMOVE EXISTING STRUCTURE. OVER EXCAVATE, FILL, AND COMPACT IN p Z ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. REMOVE EXISTING DITCH AFTER VERIFICATION OF IRRIGATION PIPE ALONG w N NORTHERN PROPERTY LINE AS SHOWN AND AS INDICATED BY THE "McDERMOTT o 0 I VILLAGE NMID SUBMITTAL" PLAN SET. 3 REMOVE EXISTING IRRIGATION PIPE. OVER EXCAVATE, FILL, AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. REMOVE AND REPLACE EXISTING IRRIGATION BOX PER PLANS. OVER EXCAVATE, FILL, AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. 05 REMOVE EXISTING WATER BLOW OFF VALVE. 00 \ © REMOVE AND DISPOSE OF EXISTING BARRICADE. 00 / /J J 00 CO UJ SAWCUT AND DISPOSE OF EXISTING PAVEMENT. O °' I ^ \\\fC\ o O Q I \ ® REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. a I EXISTING AGRICULTURAL J Q \� Z FIELD /O O O REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK. N SO432427950 00 Q' f/ o JOINT SCHOOL DISTRICT NO. 2 a 10 REMOVE AND DISPOSE OF EXISTING PAVEMENT. '^' o / 11 REMOVE AND DISPOSE OF ROAD STRIPING. m REMOVE AND DISPOSE OF DRIVE ACCESS. w f LOT 1 , BLOCK 9 PROTECT IN PLACE NOTESco co ±10.49 ACRE LOT J — N / Q1 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING SANITARY SEWER o MANHOLES AND SEWER LINE. ■ y I Q2 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING IRRIGATION PIPE AND a BOXES IN PLACE. a Q3 EXISTING FENCE TO REMAIN AND BE PROTECTED IN PLACE. T I / Q4 EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE ic I Q5 EXISTING CONCRETE CURB AND GUTTER TO REMAIN AND BE PROTECTED IN PLACE w 3 Q6 EXISTING ASPHALT PAVEMENT TO REMAIN AND BE PROTECTED IN PLACE. U) / ILL EXISTING WATER LINE TO REMAIN AND BE PROTECTED IN PLACE. LL o O I Q8 EXISTING ROAD STRIPING TO REMAIN AND BE PROTECTED IN PLACE. Q Fm I J 2 O w E / CL CD w o / / / Z Q — N S0432417200 O — J w Z I WOODSIDE AVENUE I INVESTORS LLC J O — — — / — w O � w -1 4-1 3 N — — — —LEGEND PROPERTY LINE w / IKR TRR �RF� — — — — ADJACENT PROPERTY LINE 0 o n� 4 — — r , RIGHT OF WAY LINE v I — EXISTING EASEMENT IRR IRR IR IRR IRR IRR — 3 2 2 2 0 2 I EASEMENT LIMITS OF DISTURBANCE a W EXISTING WATER LINE II W PROP LOT 1 , BLOCK 1 PROP LOT 2, BLOCK 1 —OHP OHP EXISTING OVERHEAD POWER LINE N N N Z o I 10 ±0.64 ACRE LOT ±0.83 ACRE LOT SS SS EXISTING SANITARY SEWER LINE I _Qf \ �, EXISTING UTILITY POLE cn SO432438850 / J Q N \ NORTH Q USTICK RENTAL LLC 4 V``^) ! W " Q a I I N y W o g i 10 EXISTING AGRICULTURAL / GRAPHIC SCALE IN FEET } 6' W I 0 30 60 120 � co °}° z rn I m Q I-- CM w co LD 0 o U5 ¢ I; � w = W 2Q PROP LOT 3, BLOCK 1 I a SEAL w ' ±1 .62 ACRE LOT i en I J L 10 � SS0MAL eNc o I Q�oFF�\CENSF������ o- w 4— — p19524 — — — — START 9 1 9 END 1 05/09/2024 zi ------ o �° -- - _ U 8 4 8 5 0 �tiF9TF OF a �m, 4 =__-- 5 CAUTION:NOTICE TO CONTRACTOR pATRI ry o 4—n 4 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING `V J L 11 END 11 START 7 END 11 $ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES > .3 11 START 7 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIEDC14 U °�� $ - ---- — ----FP-----FP-----FP 8 —w �H W-�_ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION NOT APPROVED FOR ----FP - ----- ---- ---- m ° W USTICK ROAD CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE CONSTRUCTION Y — — — — — — UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. owwhat's below. SHEET o a Call before you did C1 .00 EROSION CONTROL PLANS FOR MCD RMOTT VILLAG STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES MERIDIAN, IDAHO EROSION CONTROL GENERAL NOTES W 1. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER MANAGEMENT SHALL OBTAIN A COPY OF THE STORMWATER MANAGEMENT w PLAN AND THE IDAHO POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(IPDES)AND BECOME FAMILIAR WITH THEIR CONTENTS. Z w O Q 2. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP.ADDITIONAL BEST MANAGEMENT PRACTICES STORM WATER POLLUTION PREVENTION PLAN MAINTENANCE NOTES7 I= a Q SHALL BE IMPLEMENTED AS DICTATE BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. v W U 3. BEST MANAGEMENT PRACTICES(BMP'S)AND CONTROLS SHALL CONFORM TO FEDERAL,STATE,OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, p z AS APPLICABLE.CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. ® ®� ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,AND IN THE STORM WATER POLLUTION PREVENTION PLAN,SHALL BE 4. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED W MCM I LLAN RD ® ® ®®® MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FORA COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS � WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. ® OR THE APPLICABLE PERMIT,WHICHEVER IS MORE STRINGENT,AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: Q 0 5. CONTRACTOR SHALL MINIMIZE CLEARING TO THE EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING,OR DETERIORATION. 6. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.AREAS SHOULD BE FERTILIZED,WATERED AND MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA,AND AREA FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,AND TOILET RESEEDED AS NEEDED. FACILITIES. ffffo I a a 3. SILT FENCES SHALL BE REPAIRED TO THE THEIR ORIGINAL CONDITIONS IF DAMAGED.SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT 7. ALL WASH WATER(CONCRETE TRUCKS,VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.)SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON-SITE OR SHALL BE READILY AVAILABLE TO 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC CONTAIN AND CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS. RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTIONS ENTRANCES AS CONDITIONS DEMAND. 9. DUST ON THE SITE SHALL BE CONTROLLED.THE USE OF MOTOR OILS AND OTHER PETROLEUM-BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION 5. THE TEMPORARY PARKING AND STORAGE AREAS SHALL BE KEPT IN GOOD CONDITION(SUITABLE FOR PARKING AND STORAGE).THIS MAY REQUIRE OPERATIONS IS PROHIBITED. Lij> PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 00 00 10. RUBBISH,TRASH,GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS SHALL BE PREVENTED Q 6. THE CONTRACTOR SHALL ENSURE THAT OFF-SITE AREAS USED FOR BORROW OR SPOIL OF MATERIALS USED FOR THIS PROJECT ARE PERMITTED IN `� Q FROM LEAVING THE PREMISES THOUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 2 ACCORDANCE WITH IPDES REQUIREMENTS AND APPROPRIATE EROSION CONTROL MEASURE AND BMP'S BE PLACED TO ENSURE THAT EROSION O N SEDIMENT IS CONTAINED. co11. ALL STORMWATER MANAGEMENT MEASURES PRESENTED ON THIS PLAN,AND IN THE STORMWATER MANAGEMENT PLAN,SHALL BE INITIATED AS SOON N AS PRACTICABLE. O Q Z 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED.THESE U W BECKY DR Q AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. L1J U N o 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED.THESE AREAS T PROJECT ^ 00 M SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN p AND/OR LANDSCAPE PLAN. > Q J 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE AN ADEQUATE AMOUNT OF O LOCATION m � o DIRT OR MUD,THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO z Z INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. N 15. ALL MATERIALS SPILLED, DROPPED,WASHED,OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED aj .5 IMMEDIATELY. IL F-IJL SOIL EROSION / SEDIMENTATION cn W USTICK ROAD ' CONTROL OPERATION TIME SCHEDULE ° 16. CONTRACTOR OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWERco DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 'a 17. ON-SITE AND OFF-SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF ■ o BEST MANAGEMENT PRACTICES.STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE EON, -- NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE y WITH GENERAL PERMIT REQUIREMENTS.THE CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES WILL a ENTER OR EXIT THE SITE.CONTROL FACILITIES WILL BE MAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN NECESSARY,AND CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN REMOVED WHEN THE SITE IS PAVED. TEMPORARY SEDIMENT CONTROLS 18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. CLEAR AND GRUB SITE 0 19. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE MASS GRADING EROSION CONTROL MEASURES(SILT FENCES, DIVERSION SWALES, ETC.)TO PREVENT EROSION. E EXCAVATE UTILITIES, BLDG. FOUNDATION 0 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. / SITE CONSTRUCTION W 3 21. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS INTENDED. PERMANENT CONTROL STRUCTURES A REPRESENTATIVE OF THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF '^ PROPOSED FACILITIES. w 22. INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BEING INSTALLED. VICINITY MAPO NORTH a 23. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL O O STABILIZATION HAS OCCURRED WHEN ALL SOIL-DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A NOT TO SCALE U CI) DENSITY OF 70%HAS BEEN ACHIEVED. J I 24. THE SITE IS LOCATED WITHIN ZONE X.ZONE X IS AREA DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN.ZONING INFORMATION IS BASED ON (W Y FEMA MAP#16001C0140J, EFFECTIVE DATE JUNE 19,2020. O v W �_ T 25. THERE WILL BE NO ASPHALT OR CONCRETE BATCH PLANTS ON SITE. Sheet List Table w J w JWz 26. THE POTENTIAL FOR SOIL EROSION FOR THIS SITE IS SLIGHT TO MODERATE. _ > Sheet Number Sheet Title 27. DAILY INSPECTIONS BY THE PROJECT SUPERINTENDENT MUST BE MADE TO DETERMINE THE EFFECTIVENESS OF THE SWPPP. O V) O Q 3 C2.00 EROSION CONTROL COVER SHEET 3 C2.01 EROSION CONTROL PLAN O O G W C2.02 EROSION CONTROL DETAILS - OU 0 .L- v _1 ' ) O w Ul U C N Q N `'" U CONSULTANTS y PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: 0 WOODSIDE AVENUE INVESTORS,LLC KIMLEY-HORN ATLAS TECHNICAL CONSULTANTS 923 S.BRIDGEWAY PLACE 1100 W IDAHO STREET,SUITE 210 2791 SOUTH VICTORY VIEW WAY a EAGLE, ID 83616 BOISE, ID 83702 BOISE, ID 83709 CONTACT:JIM HUNTER CONTACT:MICHAEL O'REILLY, P.E. CONTACT:JACOB SCHLADOR,PE 3 PHONE:(208)577-5501 PHONE: (208)845 0089 PHONE:(208)376-4748 0 0 o Z 3 DEVELOPER: SURVEYOR: ARCHITECT: 00 00 0 `o PACIFIC PARTNERS DIAMOND LAND SURVEYING PIVOT NORTH ARCHITECTURE O ti ti ti = 0 430 E.STATE STREET,STE. 100 6891 SOUTH 700 WEST,SUITE 150 1101 W GROVE STREET 07 a EAGLE, ID 83616 MIDVALE,UT 84047 BOISE, IDAHO 83702 O CONTACT:CHRIS GRANT CONTACT:NATHAN B.WEBER,PLS CONTACT: RICK STEWART W Q p o PHONE:(208)577-2768 PHONE: (801)266-5099 PHONE:(208)690-3108 J w a U co W w AGENCY CONTACTS W o a PLANNING : ELECTRIC: STORM DRAIN: � � o Q Q � o LL Q CITY OF MERIDIAN IDAHO POWER ADA COUNTY HIGHWAY DISTRICT p}p } o CONTACT:SONYA ALLEN CONTACT:ETHAN MORGAN CONTACT:REGINA CUNNINGHAM m Z p CD 0< = PHONE:(208)489-0579 PHONE:(208)388-2356 PHONE: (208)387-1681 co Fco Z Z .� U p Ur W W z N ENGINEERING: TELEPHONE: CABLE: Q ° CITY OF MERIDIAN CAMBRIDGE TELEPHONE SPARKLIGHT W = 0 p 0 E CONTACT:STEVE O'BRIEN CONTACT:DAN MORRIS CONTACT:TERRY ALSUP 0 10 1 U d = Q 2 PHONE:(208)489-0311 PHONE:(208)257-8240 PHONE: (208)455-5548 SEAL FIRE DEPARTMENT: WATER DEPARTMENT: J MERIDIAN FIRE DEPARTMENT MERIDIAN WATER DEPARTMENT CONTACT:JOE BONIGIORNO PHONE:(208)377-6812 L PHONE: (208)489-0458 (vCNAL o SANITARY SEWER: QUO ��GENSF� F�� � a GAS SERVICE: CITY OF MERIDIAN G w INTERMOUNTAIN GAS COMPANY PHONE: (208)888-2191 U CONTACT:BRYCE OSTLER 19524 PHONE:(208)377-6812 05 09 2024CD o or) OF a M N qFl �F N r pATR I CY\� NOT APPROVED FOR p UI a m o CONSTRUCTION r Y SHEET O o a — — I IP \ SO432417360 1 O Lp 2s3� NOTES \ AG EHC II(LEN)MULTISTATE 2 LLC \ 11 I \ \ \ \ 11 \ I 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES TO PROTECT AND PRESERVE EXISTING PERMANENT SURVEY MONUMENTS.ALL SURVEY MONUMENTS DISTURBED(PROPOSED AND EXISTING)SHALL �T�c BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL LAND SURVEYOR RETAINED BY THE CONTRACTOR. \ \0 1,A \to I / SEQUENCE OF CONSTRUCTION / SF \\ I 1. INSTALL PERIMETER BOUNDARY SEDIMENT CONTROLS INCLUDING:STABILIZED CONSTRUCTION EXIT(S),SWPPP INFORMATION SIGN, HYDRAULIC CONTROL STRUCTURES(SWALES,CHECK DAMS,SEDIMENT POND, ETC.)AND SILT FENCING. \ 2. PREPARE TEMPORARY PARKING AND STORAGE AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS:TRAILER,PARKING, LAY DOWN,PORTA-POTTY,WHEEL WASH,CONCRETE WASHOUT, MASONS > AREA, FUEL AND MATERIAL STORAGE CONTAINERS,SOLID WASTE CONTAINERS, ETC., DENOTE THEM ON THE SITE �� / Ln / - _ MAPS IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION z IQ \ I \ `32- N / \ - - _ _ PROCESS. w / / /®� 3. DEMOLITION OF EXISTING IMPROVEMENTS PER DEMOLITION PLAN. z w \ \ \ I r / _ _ �I 4. START MASS GRADING THE SITE AND CONSTRUCTION OF ROADS. 0 Q 5. TEMPORARILY SEED ANY DENUDED AREAS. MAINTAIN SITE PROTECTION AND a CO \ \ I ( \\ / / ///� // \ STABILIZED CONSTRUCTION EXITS. v LU 253 \ \ / J 0\ \ � - � I I \ S` � ` - - - 6. EXCAVATE AND INSTALL UTILITIES,BUILDING FOUNDATION,ETC. w O 7. START VERTICAL CONSTRUCTION OF THE BUILDING. 0 z 8. FINAL GRADING OF THE SITE. \ \\ r 9. INSTALL CURB AND GUTTER,�>\ \\ 1 D SIDEWALKS. 0. INSTALL ASPHALT PARKING LOT. 11. FINAL STABILIZATION AND LANDSCAPING. W N p\ � 534�� I �, \ \ I I I \\ / �, SF �� �S3 I N I � , , 3. MAINTENANCE / \ �h / � 2s \ S30 ' \ 11 l l err l l \ \ \\ �2`5311� \ \��\\ _ MEASURESALL ON THIS EROSION PREVENTION PLAN,SHALL BE MAINTAINED D SEDIMENT ED NNFULLYF, CONTROL FUNCTIONAL UNTIL NO LONGER REQUIRED OR A �`S31�� COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED ACCORDANCE I TH THE APPLICABLE PERMIT,WHICHEVER S MORE N C STRINGENT,,AND REPAIRED ACCORDANCE WITH I HCT E FOLLOWING:UMENTS R THE I ( I I I 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.AREAS SHOULD BE I / N I I \\ \\ / / \ \ \ �� �253\ \\ �� FERTILIZED,WATERED,AND RESEEDED AS NEEDED. LO 0000 2. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW J OF MUD ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION N ENTRANCES AS CONDITIONS DEMAND. (IV, 0 / / \ \ \ \ � 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION(SUITABLE FOR PARKING AND a / r / \ I ���\ ��\�\ STORAGE).THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. T z / / \ N, 4. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT �_ \ \ ( // / \ \ �� ALL TIMES.SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS `� SO432427950 c Jam- \\/ \\ \�s \ BEEN REDUCED BY 50%. JOINT SCHOOL DISTRICT NO. 2 / / \ \ ^ o / / - - Ln - - - _ 00 — \ / AV \ \ I LEGEND cli 5760- - - EXISTING CONTOUR cn PROP LOT 1 , BLOCK 2 l� // s��\ \\ cn o ±10.49 ACRE LOTLij / \ / \ � j760� PROPOSED CONTOUR co i - Ijj / \/ ((� \�S \ I \ \ Lp LIMITS OF DISTURBANCE ■ N \ I / I DIRECTION OF PROPOSED STORMWATER FLOW \ I \ / UjLJJ \ �\ / \ '_10 C) On O n O n O n C INSTALL VEHI CLE TRACKING CONTROL-SEE DETAIL 3, -2 529- _ SHEET C2.02 _ - ( Ljj Uj C-A \ / 1 t j' \ //� / INSTALL SILT FENCE-SEE DETAIL 1 &DETAIL 2,SHEET N z W LL r �s \\ ��� Cw PROPOSED CONCRETE WASHOUT N � J a I \ // I /�h l l r \ I \ "� AREA-SEE DETAIL 4,SHEET C2.02 CL O /v/� O ! Wz < E \ // / / \\ CONSTRUCT DROP INLET PROTECTION-SEE DETAIL 5& P -/ / \ \ 6,SHEET C2.02 W Q Q0 a N I // ' /' �" 2527_ _ SO432417200 z J W Z WOODSIDE AVENUE r STAGING, FUELING, PARKING,AND MAINTENANCE AREA-EXACT J \ \ I I $FP LOCATION AND SIZE MAY VARY OR BE RELOCATED DURING O / Q INVESTORS LLC CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR UPDATING U O Q THIS PLAN TO INDICATE ANY AND ALL MODIFICATIONS _ 3 O • I— - - __ - _ _ _ _ _ _ _ _ _ _ / • -r' / y J \ r HAZARDOUS MATERIALS AND SOLID WASTE AREA-EXACT LOCATION AND LL �2S / % \ 1 1 HM SIZE MAY VARY OR BE RELOCATED DURING CONSTRUCTION.THE O O W 2 - — - / _ - - - -2527 - - - - - - - - CONTRACTOR IS RESPONSIBLE FOR UPDATING THIS PLAN TO INDICATE _ --- 8\ 2528 - - 1 _ - / // LD - I JI/� , - - - - _ ANY AND ALL MODIFICATIONS (� — 4_1Ip - - _—__�_ W. ENDEAVOR STREET — _ _ / _ �Illlllr = 25_29_2_530=2531- - -/ __ — — — — _ O -2532__ __ / r \�� _ _ - __ - r m = = m STOCKPILE AREA-EXACT LOCATION AND SIZE MAY VARY OR BE �� I llllll l I _ 2533 \_ ___________ _ __ 1 1 SPA pC W - RELOCATED DURING CONSTRUCTION.THE CONTRACTOR IS \/ — 6a ,- - l� _ 7 1 I \ - _ - - - - - - _ Z I I RESPONSIBLE FOR UPDATING THIS PLAN TO INDICATE ANY AND ALL \- 2530�-=\ - - - - - �lllll 1 1_� - C 253� _ j ` - J ` MODIFICATIONS w 0 ` -____ - - - - _ - - - - - - - -- - - - - - - -252� - - - - - - - - - _ - - - - - - - - - - - ' III / _ - - - - - - ; SF r� - -= =__ - - - T -e �2520 2521`2522_2523'2524 25252526_2527'2528_2529 2530 2531=2532�253-_ _ 1Ae f �0 ) —_ ==y== =_===_=__ 2519 - -_ - - -_ - - - =— I �/�))/ \\`_cr _ - 2521-2520-= =—=--- - - ===== 2524=2523=2522= - - - - - - - - - - / - - - _- - -=== =2527=2526°2525 __ _- - - - - i / — — —__=____ — — 1 - - SFCD CD CD w _ PROP LOT 1 , BLOCK 1 PROP LOT 2, BLOCK 1 / I \\ \�_ _ _ \\\\ ±0.64 ACRE LOT z SF ±0.83 ACRE LOT / J \ I \�\���\ \\\ \\\ _ / \ I \ \\\\ _ cn 1 j I / SO432438850 1 ( Q 1 / / / \ \ \�s�0 0,\ J Q w a USTICK RENTAL LLC I 1 p - - - - - - - - - - , / \\ ..2s \\ 0 C 1LL // � NORTH cn I I / I \ \\� Q Q o o Q I� LD i ; / / III \ \��� CO CO } rn o �0� GRAPHIC SCALE IN FEET m 00 z° rn _ 11 Z I N �, J // / \\ \\�� 0 30 60 120 z LU v CO w Z ® I / \ \\ cD 0 c) E T 01 Q = PROP LOT 3, BLOCK 1 h / / / I \ \\ SEAL N LU T ±1 .62 ACRE LOT JONMAL I 1N N J T �OFFSS\CEN F�/OFF @DW — - - - - - - - - - - - - -Uj - - - - - - L �— - / / 19524 C) / LD / 05/09/2024 rn a _____ CAUTION:NOTICE TO CONTRACTOR 9F OF IL --------- —� _ _ _ _ / THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING pATRI o y - Ip - - - - - / UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES i N J y IP USTICK ROAD M 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED C14 - - - -_-_ - - __-_-_-_-_- _ _ _ _ _ - ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION NOT APPROVED FOR o U 0 _ - - - - _ CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE I � m _ _ _ _ - UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING CONSTRUCTION Y - - - - - - - - - - - UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ow what's below. SHEET Call before you dig o a C2.0 I PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE(OR BOTH SIDES)AS REQUIRED. OAS OjCTATED gY�� ) TRAP WITH HIGH VOLUME WATER FLOW ASFLUSH SURFACE STONE TOWARD MAX.6"MESH SPACING CAL REQVIREMEN 3 NEEDSTONED TO MAINTAIN CLEAN SURFACE PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL A JURISDICTION. py 2"-3"CRUSHED STONE 2� OVERFLOW WEIR tiA\�. M/N LU z OVERLAP GEOTEXTILE AND/OR WOVEN 6- p ULI COMPACTED BACKFILL WIRE FENCE ACROSS TWO STAKES FP SOP SEDIMENT TRAP O_ � WHEN NECESSARY TO CONTINUE `� G m FENCE ZP�p pG�\ /SOS S o w 5 FEET 9 (MAX) �� 2p MFT M/� �M�M o 0 18 N HE S(MW) SECURELY FASTEN FENCE MATERIAL ��tilG�, ?O _ TO BOTH STAKES WITH TIES OR III—� OTHER FASTENERS ' 10"MINIMUM ?Oo w c��l FAO` IIIIIII1E1II- 0 "-4" LEAN STONE A II 3 C S O J� 31 SLOPE TO MATCH 11- 4� 9 GRADE.TYP.TO INSIDE AND OUTSIDE SLOPE. ELEVATION =III=III— GEOTEXTILE UNDERLINER t� a a 6"CRUSHED STONE BASE PLAN WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE. zzz 50'MIN. MAX.6"MESH SPACING)WITH GEOTEXTILE COVER FENCE:WOVEN WIRE, 14-1/2 GA.6"MAX 20'@ 2%MIN. 20'@ 2%MIN. DES L00 / MESH OPENING 00 N _ OVNO L -�� �� 00 FABRIC: 1.AMOCO 1198 6"CRUSHED 27, � 2. BELTECH 810 GR = 3. MIRAFI 130X FLO STONE BASE o M 4.LING GTF 190 3' IN. COMPACTED 5.SI 915 SC MIN. FINISH GRADE ABACKFILL COMPACTED BACKFILL. (SPECIFY)GEOTEXTILE LINER � v CONTRACTOR CAN USE PROVIDE CULVERTS AS 10"OF 2"-3" z° STRAW WATTLES IN LIEU REQUIRED TO CARRY CLEAN STONE I I I I FLOC FLOW PRE-EXISTING DITCH FLOW SECTION A-A � OF COMPACTED BACKFILL. ELEVATION IMPERVIOUS LINER T MIN. DEPTH COMPACTED SOIL M NIX / ^ 00 E UNDISTURBED /i,,/\\\/� \%/ ,� EXTEND WIRE FENCE A M BERM �� cv i //� IN.OF 2"INTO TRENCH ai GROUND g � \ \ 2"-3"CLEAN STONE 6 T RENCFYj \ EMBEDDED GEOTEXTILE FABRIC SEDIMENT 12" o MIN.6"INTO GROUND TRAP 12"MIN. SECTION A-A 00 \Z<exZ<e\\\j\� W/6"LAID ALONG BOTTOM 2_ A-A-SECTION OF TRENCH 6"CRUSHED STONE BASE =5 (SPECIFY)GEOTEXTILE LINER NOTES 10"THICK MIN.-2"4"CLEAN STONE U) 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 1. IMPERVIOUS LINER SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE o 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY SECTION B-B SHEETING AND SHOULD BE FREE OF HOLES,TEARS,OR OTHER DEFECTS THAT COMPROMISE THE co 24"AT TOP AND MID SECTION. IMPERMEABILITY OF THE MATERIAL. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN.COLLECTED MATERIAL N SHALL BE REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. a 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE 0 a E Y 0 CONTRACTOR TO USE CAUTION WHEN INSTALLING OVER EXISTING UTILITIES. 1 SCALE: NTS SCALE:NTS 3 VEHICLE TRACKING CONTROL SCALE: NTS 4 CONCRETE WASHOUT DETAIL SCALE: NTS w 3 SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SILT FENCE OVERLAP DETAIL DANDY CURB SACK TMLL Yi U) DANDY SACK TM J LL O .0STORM a SEWER GRATE w Z Q a LIFT rr II�� .E OD \ STRAPS Z (� v W STORM O J Q r R INFORCED CORNER GRATE ZG U J N OPTIONAL CURB w Z 0 OPENING OVERFLOW PORT o w \ > Q 3 000000 0o LIFT / O O N MANAGEABLE 00o STRAPS — LL 3 2 FOOT o�0000 CURB (n CONTAINMENT REINFORCED FILTER O O C w S AREA CORNERS 5 G y OPTIONAL DUMPING OUTFLOW PORTS L.L.I L.L STRAPS w MANAGEABLE STORM 2FOOT E INLET CONTAINMENT U AREA 0 N N N N DUMPING 3 I STRAPS o 0 0 U 3 O 0 ti ti ti = U) LU V C w J o Q Lu a V) w U_ a0i Y ° ♦ 2 � so. r�Qoom¢pg �• nr�e��e�s � w o _ _ Q Q Q DETAIL OF INLET SEDIMENT CONTROL DEVICE DETAIL OF INLET SEDIMENT CONTROL DEVICE to to O LL 0 WITH CURB FILTER m } o LU PROJECT: DR. BY: PROJECT: DR. BY: m o p z LU w Z CITY/STATE: DATE: DR. NO: CITY/STATE: DATE: DR. NO: LD U LLJ o w4 DANDY SACK- DANDY CURB SACK- � W _ � p 0 E SPECIFICATIONS SPECIFICATIONS 0 0 U 10- 0 2 NOTE: THE DANDY SACK'"'WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN NOTE: THE DANDY CURB SACKTM WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN _ MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: SEAL L Uj REGULAR FLOW DANDY SACK"'(BLACK) REGULAR FLOW DANDY CURB SACKTm(BLACK) ID J)) m Mechanical Properties Test Method Mechanical Properties Test Method Units MARV J > t Grab Tensile Strength ASTM D 4632 Grab Tensile Strength ASTM D 4632 kN(Ibs) 1.78(400)x 1.40(315) 5\WAL 0 Grab Tensile Elongation ASTM D 4632 Grab Tensile Elongation ASTM D 4632 % 15 x 15 OPuncture Strength ASTM D 4833 Puncture Strength ASTM D 4833 kN(Ibs) 0.67(150) Q�� �\ E N SFp Mullen Burst Strength ASTM D 3786 Mullen Burst Strength ASTM D 3786 We(psi) 5506 800 d n Trapezoid Tear Strength ASTM D 4533 Trapezoid Tear Strength ASTM D 4533 kN(Ibs) 0.67(150)x 0.73(165)Of "^its ✓ /}� w c UV Resistance ASTM D 4355 UV Resistance ASTM D 4355 % 90 m Apparent Opening Size ASTM D 4751 Apparent Opening Size ASTM D 4751 Mm(US Std Sieve) 0.425(40) 19524 („) Flow Rate ASTM D 4491 1/min/m al/min/ft Flow Rate ASTM D 4491 1 1/min/rh al/min/ft 2852 70 Permittivity ASTM D 4491 Permittivity ASTM D 4491 Sec' 0.90 05/09/2024 CD o y HI-FLOW DANDY SACK' (SAFETY ORANGE) HI-FLOW DANDY CURB SACKT"(SAFETY ORANGE) � 0 Mechanical Properties Test Method Mechanical Properties Test Method Units MARV qFi OF M o C pATR I C\Y�\ 0_ Y Grab Tensile Strength ASTM D 4632 Grab Tensile Strength ASTM D 4632 kN(Ibs) 1.62(365)X 0.89(200) O (V J :E Grab Tensile Elongation ASTM D 4632 Grab Tensile Elongation ASTM D 4632 % 24 X 10 C'7 3 Puncture Strength ASTM D 4833 Puncture Strength ASTM D 4833 kN(Ibs) 0.40(90) N U L Mullen Burst Strength ASTM D 3786 Mullen Burst Strength ASTM D 3786 kPa(psi) 3097(450) 0 Trapezoid Tear Strength ASTM D 4533 Trapezoid Tear Strength ASTM D 4533 kN(Ibs) 0.51(115)X 0.33(75) NOT APPROVED FOR (V 0 o UV Resistance ASTM D 4355 UV Resistance ASTM D 4355 % 90 0p Apparent Opening Size ASTM D 4751 Apparent Opening Size ASTM D 4751 M.(US Std Sieve) 0.425(40) CONSTRUCTION YFlow Rate ASTM D 4491 1/min/m(gal/min/ft) Flow Rate ASTM D 4491 1/min/rn(gal/min/ft) 5907(145) Permittivity ASTM D 4491 Permittivity ASTM D 4491 Sec' 2.1 SHEET $ *Note: All Dandy SacksT1 can be ordered with our optional oil absorbent pillows *Note: All Dandy SacksT" can be ordered with our optional oil absorbent pillows C2.02 5 DROP INLET PROTECTION DETAIL SCALE: NTS 6 CURB INLET PROTECTION DETAIL SCALE: NTS 7 NOT USED SCALE: NTS — — — — — — — — — — — — — — — — — — — — — J LINE TABLE — I v LINE LENGTH BEARING L1 321.87 NO°33'07.00"E L2 347.70 S89°17'10.63"E / I L3 775.44 N13°40'27.00"E // L4 55.39 NO°40'20.95"E I/ I w Lu Z Lu Lu I ° Q a w U cn_ W 0 0 z C3.04 W N Q co l 11 I CURVE TABLE co/ CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT N f f f » f f » f O N / C1 43.50 68.45 N45°37 58 E 61.61 90°09 42 43.62 00 C2 45.00' 60.51' N52°11'38"E 56.05' 77°02'22" 35.82' Z I / I C3 100.00' 22.69' N7°10'24"E 22.64' 13°00'06" 11.40' � SO432427950 � / � o JOINT SCHOOL DISTRICT NO. 2 // / m / ^ o cli cn I PROP LOT 1 , // // cn BLOCK 2 // / co ±10.49 ACRE co LOT /� J� I ■ y E 0 ic 0 W 3 / / I— C3.03 ILL /I O N I � / Q = I a W Z Q Q.E W �W a Y 5 o N I / / W Z O Q 3 i i - W L2 / — � 4-1 C3.02 W a o � E / I of n N N N Z 3 � PROP LOT 2, / � li PROP LOT 1 , / N N BLOCK 1 BLOCK 1 °° `° `° O 00 J ±0.64 ACRE LOT ±0.83 ACRE LOT / Lu SO432438850 I % / / J Q USTICK RENTAL LLC II — — — — — — — — — — / II cn W 2 CL C3.01 / I = = O o LL co co p o / co } 0 co W �� o m z rn J °° Lu00 w Z I L U5 g o I a cn w O �_ 0 E PROP LOT 3, �� I 0 c 0} w NORTH � BLOCK 1 ,�� /// SEAL N " ±1 .62 ACRE LOT SS\ORAL ENG o N ` — — — — — — — — — — — —� — — — — — GRAPHIC SCALE IN FEET 2 N — — — — 0 30 60 120 W = GG — — — — — — � 19524 — — 05 09 20240 UOF a W y -, — — — — — — CAUTION: NOTICE TO CONTRACTOR pATRIC`(` N J y THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF N �_ U S TI C K ROAD C3.05 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS 0 ° 0 D UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE NOT APPROVED FOR — — — — — — — — — — — — INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR CONSTRUCTION Y MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE SHEET 6 -E � RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT Knowwhanbelow. o a F WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Callbefom you digi C3.00 NOTES IRRIGATION NOTES CONSTRUCTION NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 13 INSTALL IRRIGATION BOX PER DETAILS 1 AND 3 ON C7.01 AND NMID STANDARDS 1 C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND 2. CONTRACTOR TO PROTECT PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING AND SPECIFICATIONS. INVERT AND RIM ELEVATIONS PER PLAN. CONTRACTOR TO SPECIFICATIONS STD DWG SD-701. IMPROVEMENTS THAT ARE TOO REMAIN As NOTED ON THE PLAN. NOTIFY ENGINEER IF EXISTING ELEVATIONS DIFFER FROM THOSE SHOWN ON ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED PLAN. DWG SD-709. DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE 14 INSTALL 6"X4" ROCK RIPRAP AT OUTLET DIMENSIONS PER PLAN INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN CONTRACTOR AT THE CONTRACTOR'S EXPENSE. Eg ACCESS PER ISPWC STD DWG SD-712. 15 EXTEND 12" CONCRETE ITD CULVERT PER ITD STANDARDS. MATCH EXISTING 14 CONSTRUCT 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS INVERTS. STD DWG SD-708. 16 INSTALL FLARED END SECTION PER ITD STD DWG 609-1 AND 609-2. 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. w STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. w 2 2® INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON o Q SHEET C7.00. a a ® PROPOSED DRIVE ENTRANCE PER ITD USTICK IMPROVEMENTS TO BE REMOVED IS cn CONTRACTOR TO VERIFY EXISTING AT THE TIME OF CONSTRUCTION. Uj EXISTING ELEVATIONS AND 7'Wx4'Lx2'D 14 � � CONTACT ENGINEER BEFORE 32 00 31 PROPOSED CONCRETE SIDEWALK PER ITD USTICK IMPROVEMENTS. CONTRACTOR CONSTRUCTION IF EXISTING F RIM: 2526.35 13 TO TIE INTO EXISTING GRADES. GRADES ARE DIFFERENT EXISTING STORM I GIRR INV: 2517.79 w N THAN DESIGN GRADES EXISTING 24" EXISTING ITD © PROPOSED CONCRETE CURB PER ITD USTICK IMPROVEMENTS. CONTRACTOR TO < CO CATCH BASIN ECR PIPE PER ITD CB-7A IRR OUTFALL �'Y\\\� REMOVE PORTION OF CURB TO ALLOW FOR DRIVE ENTRANCE IF EXISTING AT TIME o 31 c� OF CONSTRUCTION. I BCR r STA: 11+19.70 STA: 14+31.24, -16.00LT EX. GIRR BOX OFF: 16.00'LT RIM: 2526.32 INV IN (E):2518.73 INV OUT: 2523.30 \73 N a a I STA: 10+89.71 FL: 2528.09 $ INV IN (S):2518.73 � OFF: 44.96'LT u RIM: 2529.05 HO HQ INV OUSEEWNM NMID O FL: 2527.87_ - 13 GIRR INV: 2520.75t ME- - - - - - - - - - - _ _ _ _ - _ Q25: 0.23 CFS Ho - _ _ _ _ _ _ _ _ Q100: 0.28 CFS DETAILS��_ M - ...... STORM DRAIN NOTES IRR I - - - - 4 - 2527 - IRR - - - 14 1 C -2528- _ _ _ _ _ _ O2 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. I II C` I I I - - evoo evoo oesoo W \ - - - � =I 11 - - - - - - - -28 LF OF 12"- \ 10 2525- PIPE @ 0.50% 9 = _ \ ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. co \ N. GLASSFORD AVENUE cf) co n I I 2s CB-7B W �v \, I I �q� I 28 ECR 26 RIM: 2526.32 W Q9 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. O 40 1 00 12+00 13+00 STA: 13+35.00 c� o I 0 `� �/ I� 'v 30 26 - - - - I - - - - - - OFF: 16.00'RT- I w � �- INV IN: 2523.16 8 � _ A a / c� o o INV OUT: 2523.16 W 10 INSTALL 18 HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. Z J- - - J / 14 FL: 2526.95 �� �, LENGTH PER PLAN.Q25: 0.60 CFS Z_ - - W �8"W 8"W 8"W W 1 C 4 Q100: 0.71 CFS J �� \\� 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND o I- 16 19 = EX. 24" GIRR PIPE O ACHD BMP 20. M of 6 LF OF 12" U 10 x2527.31 2527.02 x 2 Ln BCR I ECR 1 C ;24 SEEPAGE BED-07 14 PIPE @ 0.50% Q 1© INSTALL SEEPAGE BED PER ACHD BMP 20. - eOvappppppppppppveOOv STA: 11+27.40� STA: 10+97.42 - - - 10 FINISH GRADE ELEVATION: -----� ---- - - m -STA: - � OFF: RT 4 OF BCR DIMENSIONS: 15'Wx45.5'Lx5'D OFF: 47.04'RT 2528 10 OVERALL SYSTEM VOLUME: 1365CF o 3 ® CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD FL: 2528.10 F STA: 13+05.00 PIPE INVERT ELEVATION: 2520.28 00 \ SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE N FL: 2527.65 15 - - - OFF: 46.00 RT_ - 1 - _ �_l0 LF OF 18" - - - - - - - - - INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE 2- - - - - - - - - - - - - - - - TOP OF GRAVEL: 2525.40 = CONTRACTOR TO VERIFY I / 2527 ECR FL: 2525.42 BOTTOM OF GRAVEL: 2520.40 PIPE © 0.00% 2 \ INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE EXISTING ELEVATIONS AND STA: 12+76.00 BOTTOM OF SAND: 2518.90 OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR � CONTACT ENGINEER BEFORE 16 31 / OFF: 46.00'RT - - r MAX GROUNDWATER ELEVATION: 2517.40 S&G-7 EX GIRR BOX ° CONSTRUCTION IF EXISTING ± / FL. 2525.57 I INFILTRATION RATE:4.00 IN/HR STA: 14+31.24, 26.50RT INV IN (E): 2518.83 / - - PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FORco c GRADES ARE DIFFERENT 2526 ADDITIONAL INFORMATION. THAN DESIGN GRADES / I 35 LF OF 18" RIM: 2526.16 INV OUT (W) 2518.83 o / I 10 INV IN: 2523.13 11 SEE NMID FOR cJ 16 FURNISH AND INSTALL A 30 MIL PVC LINER TO THE FULL DEPTH OF THE SEEPAGE o 1 118 I PIPE 0.00% INV OUT: 2522.28 DETAILS EX. GIRR BOX FACILITY TO A LENGTH AS SHOWN ON THE PLAN. �I I INV IN (E): 2521.30 a I I I 0I I I I BAFFLE IN: 2522.53 INV OUT (W): 2521.30 ® FURNISH AND INSTALL SHALLOW DETACHED INLET. REFER TO SPEC S901.613 OF BAFFLE OUT: 2523.03 / SEE NMID FOR DETAILS I "PLAN AND PROFILE OF PROPOSED SH-16. USTICK RD TO US-20/26" PREPARED FOR a ITD BY DEA FOR DETAILS. Y 0 _T ic f0 O w 3 m '^ 06 LL m LLm y O / N U) O Ln C Q 37' CLLL I1JZQ E Y 2532 K=15.0 VERTICAL CURVE 2532 LU O Q LLJ C) E U C U > c J m w LPL w _j LLI Z \\ � ao o N z Q (.0 00O JOo rn o L + � � co n O LL � (.004 O Nc N N + � N X O D n D LEI Oww QN Z G a N Qw N UJ 0 N 0- +6.23% � � N � PROP. GRADE 1­-- wbj AT 2528 _2 O 2528 CL LU � 1 U -0.65% GRADE - - - - - - - - _ _ ATE - - - - - 3 - - - - - - - - - - - / ' - N - - - - - - - KEY MAP N O O 3 00 00 00 0 c 2524 2524 C3.04 U 12" SD XING- Lu Q o y INV: 2523.30 Q a C)i C (� U a 3.03 Q N CLU L C3.02 Q Q p LL O O a o CO m m Z 01) 2520 2520 C3.01 m o o w o LU 36 cD RCP IRR XING U in Q o w C3.05 = Q U) L1J O � INV: 2518.80 � w = � } Q E 0 U d w 24" GIRR XING SEAL N " 2518 INV: 2518.96 2518 1 d > t rn o ASS\ONAL £N�i o � N N N ZGENSF� '�F�� 0 N Ln Ln Ln w m � U _N 11 +00 12+00 13+00 14+00 19524 05/09/2024 o 6)a � 9F� 0 �F N r pATR I C� ri j 3 CAUTION: NOTICE TO CONTRACTOR GRAPHIC SCALE IN FEET 0 10 20 40 `" U NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , 'A, CONSTRUCTION r; Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below C3.01 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. rCalibefore you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. i CONSTRUCTION NOTES I r I 1 C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND > SEEPAGE BED-06 SPECIFICATIONS STD DWG SD-701. w FINISH GRADE ELEVATION:2526.27 / ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD z LU S&G-6 DIMENSIONS: 17'Wx114.5'Lx3'D DWG SD-709. z w STA: 15+24.03, -24.01 LT OVERALL SYSTEM VOLUME: 2336CFCIV RIM: 2526.38 PIPE INVERT ELEVATION: 2521.68 / 10 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN °-° Q INV I N: 2522.53 TOP OF GRAVEL: 2524.00 1 / m 11 BOTTOM OF GRAVEL: 2521.00 N ACCESS PER ISPWC STD DWG SD-712. cn BAFFLE IN: 2521.93 BOTTOM OF SAND: 2519.50 SEE ON-SITE CONSTRUCTION / 11 INSTALL LANDSCAPE AREA PER LANDSCAPE PLANS. BAFFLE OUT: 2521.68 MAX GROUNDWATERINFFITRATTIONERA Eo6.00 N/HR DOCUMENTS FOR DETAILS / o z INV OUT: 2521.68 CONTRACTOR TO SMOOTHLY TRANSITION FROM 6 VERTICAL CURB AND GUTTER INV OUT: 2521.68 58 LF OF 18" 2 10 LF OF 18 - / / TO 6"VERTICAL CURB WITH NO GUTTER. N 2 10 PIPE ® 0.00% BCR N 37 LF OF 18" 10 10 LF OF 18" 2 PIPE C� 0.00% 14 10 13 _ STA: 16+76.76 - 13 / / 14 CONSTRUCT 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS o 0 PIPE © 0.00% PIPE @ 0.00% 68.0' v 2 SIDEWALK EASEMENT 4 - - - - - - - - - 4 eve OFF: 10 _ _ _ _ _ _ _ _ _ _ _ / / STD DWG SD-708. ee eae 14 _ _ - - - - - - - - - - - - - - _ - - - FL: 2527.16 e0e - - - - 10 s M 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION O ECR aaee o w 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT a a o o o U) 19 STA: 16+50.76 6 M SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS - OFF: 46.09'LT - - - - - - - - - U RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. 46.5' if 11 FL: 2527.16 19 19 STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION / CB-6B J -� x2526.54 2526.81 x -----_ W LU PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. U/' / ECR STA: 15+23.97, -15.98LT BCR ECR PC 2 2 INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON °`/ �T STA: 15+22.95 8 RIM: 2525.73 _ _ �, / �� STA: 16+20.76 14 STA: 17+06.76 11 1 C STA: 18+70.65 SHEET C7.00. rm /u� 6/ OFF: 16.00 LT /INV IN: 2522.56 OFF: 16.00'LT - - OFF: 16.00'LT W. ENDEAVOR STREET / FL: 2525.72- 526 INV OUT: 2522.56 16+00 - - 17+00 �" 18+00 OFF: 16.00 LT W Lco 2 252 o � O FL: 2526.42 FL: 2527.09 26 FL: 2 28.43 LU - - //l' CB-6A I - - �_ m - U) N STA: 15+22.95, 16.00RT - - - - - - - ��_ \ \ \ 2�'� O \ �2- - 2S \ 5 28 LF OF 12 RIM: 2526.00 2533 Z PIPE © 0.50% 9 8 INV OUT: 2522.70 4 \ ✓ 2 = Z / ---- _ Q25: 0.47 CFs x2526.56 2526.86x STORM DRAIN NOTES 1 C ECR - - _ - - - - in U) - - - - _ - - - - - 1 C - - - PC Q 02 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. _ 1- i STA: 15+24.21 1 C - - - co ECR STA: 18+70.65 o BCR BCR IRR IRIS OFF: 16.00'RT I OFF: 16.00 RT STA: 17+08.52 BCR FL: 2526.00 STA: 14+54.49 �� - - STA: 16+19�52 10 4 FL: 2528.43 ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. - - - - - Ex. GIRR Box - 10 - - - - - - - - - - - 10 - - - -OFF: 16.00RT _ - - - - - - - - �====f-2530-- - - - - - - - - - - - - - - - - - - - >V4 m STA: 14+54.49 _ _ _/ / OFF: 16.00 RT INV IN (E): 2521.30 OFF: 16.00 RT- ECR - - -I BCR FL: 2527.17 - - - - - - - - - - - - - OFF: 16.00'LT - / FL: 2526.17 INV OUT (W): 2521.30 FL: 2532.91 STA: 16+49.52 - STA: 16+78.52 09 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. N / SEE NMID FOR DETAILS , FL: 2526.17 � OFF: 45.91 RT � OFF: 46.09P RT _ ERR - FL: 2527.16 - IFL: 2527.39 _ - - - - - - - _ _ _ _ 10 INSTALL 18" HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. cn - 2528 2528-2528- - - - yy _ - - _ - - , / - / LENGTH PER PLAN. MATCHLINE SEE SHEET C3.01 - I r_ 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND N I -IIR IRR - - tRR- - _ - _ - _ _ IRR IRR -IRR -IRR IRR IRR IRR ACHD BMP 20. - - _ _ _ - _ _ - - - - _ - - - - - - - - - _ 1© INSTALL SEEPAGE BED PER ACHD BMP 20. CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD _ - - - SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE - X X X X - - I X X X _x�� - _ X x INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE \ / OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR ic 3 I PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR r ADDITIONAL INFORMATION. Ill 06 LL 1? m '^ Z wI O '^ W^ Q U) O A\ Ln � 1 + • LLI /\ i� LL LL, z E 00 Q - N Z W O (/ W C) bi EX. GRADE _ LU z t / ` - - - - _ �/ AT / LL w J Q 3 - - - - - - - - - / O _j � O 2528 ' \ 00 2528� ' - - _ - - - \� - - - - - - - + \\ o.78q L N PROP. GRADE _ w / QN AT z O r s m I- .. -0.65% Q c� cn o_ 0 CL W U C � I Q U a a N `m N 2524 2524 KEY MAP a m 3 12" SD XING o 0c\j o Z INV: 2522.70 0 0 0 3 o C3.04 _ c7 LL p W Q O a Q w 2520 n 12" PVC IRR X I N G 2520 U) .a INV: 2519.32 C3.03 = N C LU L C3.02 Q Q O `o co co O O } m O CO 01) w 2518 2518 C3.01 m o o z co � _ ° r- o z ; Y w z .N C6 C6 cd v in Q o N N N N C3.05 = Q U) LLI O p o E N N N N 0 0 C) 10- 2 U 15+00 16+00 17+00 18+00 SEAL W 0 N U m en = J NAL o TH 5��o[N F NO o%FF a w c R 19524 N 05/09/2024 C:, ° GRAPHIC SCALE ALE IN FEET 0 F�p OF 2 M o O 0 a 6, ATRIC 00 o y M j 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's belomL C 3.02 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig CONSTRUCTION NOTES NOTES 1 C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. SPECIFICATIONS STD DWG SD-701. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. DWG SD-709. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED 11 INSTALL LANDSCAPE AREA PER LANDSCAPE PLANS. DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT STORM DRAIN NOTES SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. Q2 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. w ® INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON SHEET C7.00. w Q9 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. UJ :MERIDIAN ONSTRUCT EARTHEN BERM WITH 15' NOISE ATTENUATION WALL PER CITY OF o ORDINANCE 11-3H-4.D AND IN COMPLIANCE WITH ITD AND ACHD ¢ 1INSTALL 18" HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. a ¢ TANDARDS AND SPECIFICATIONS. SEE SHEET C7.00 DETAIL 2 FOR CROSS w ECTIONS AND STATIONING. SEE SHEET C7.02 & C7.03 FOR NOISE BARRIER WALL LENGTH PER PLAN.TAIL 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND o 0 ACHD BMP 20. © INSTALL SEEPAGE BED PER ACHD BMP 20. w N a A CD STA: A: 20+15.93, -16.00LT G CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD RIM- 2527.56 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE \ 2528 ' 4 - 8 INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE \\ \ \ \ 1NESEESN PC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE �* _ _ _ _ _ _ _ _ INV OUT: 2523.50 4 STA: 18+70.65- - - - - - - - - - - - - - - - - - - - - -Q25. 0.65 CFS _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BCR- - �- - - OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR as o Q100: 0.77 CFS \ \ \ PC \ OFF: 16.00 LT 19 0 19 STA: : 16.00 72 co PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR \ \ \ \\ STA: 18+70.65 FL: 25 3 ci OFF: 16.00'LT U ADDITIONAL INFORMATION. \\ \\ � \ OFF: 16.00'RT 1 C o FL: 2528.43 00 FL: 25 14 - - - - -1 C - - - - 29.96- WPT J W STA: 19+31.15� 9 PPE ©28 LF 00.50% CB-5B 11 11 ADO IRRIGATION NOTES L co \ \ \ \ OFF: 16.00'LT STA: 20+15.93, 16.00RT N. ALAMEDA CREEK AVENUE 25 \- 20+00- 21+00 26 W Q1 INSTALL 6" SCHEDULE 40 PVC PRESSURE IRRIGATION PIPE. O N \ \ \ 1 26 FL: 2528.07 0 o c� RIM: 2527.5600 PT - - m - INV IN: 2523.36 - - - - 1 - - 0 \ \ \\ \ STA: 19+31.15 INV OUT: 2523.36 22+00 z Q INSTALL 6" GATE VALVE. z° \ 8 \ \ \ 4 252 I Q25: 0.45 CFS 2 \ \ RIM:2528.45 N OFF: 16.00 RT \ Q100: 0.53 CFS 2g = Q3 CONNECT TO EXISTING IRRIGATION PIPE. o \ INV N:2522.12 ^ M 8 INV S:2522.62 U m \ INV E: 2521.12 14 6 LF OF 12" ~ Q4 INSTALL 6" CAP FOR FUTURE CONNECTION. -------- ---------- ---------- --- CHECK:2523.12 �\ \ --- o AT1 - PIPE © 0.50%. 4 - 1 C - - - - 2��0 4- 1 C Q \ EX. INV 12" PIPE: 2523.22 p BCR o \ 3 INV 6" PIPE: 2523.22 _ C Ln n STA: 22+81.72 Q6 INSTALL 6"x6" TEE. EX. INV 1 - - - - - - - - - - - 0'- - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IN 6" PIPE: 2521.08 3 42 0 \ 7 3 LF 42 FI IV" IN 2529.96 Q7 INSTALL 12" REINFORCED CONCRETE PIPE w - - - - - -16 LF 7 - 2 - � l o SEEPAGE BED-05 1 Q8 INSTALL IRRIGATION BOX WITH WHEEL GATE AND WEIR PER DETAILS 1, 2, AND 3 ON co FINISH GRADE ELEVATION:BED-05 71 LF OF 18 10 S&G-5 C7.01 AND NMID STANDARDS AND SPECIFICATIONS. - _ _PIPE @ 0.00% - T DIMENSIONS: 20'Wx68'Lx5'D6-7 - STA: 20+15.93 26.50RT - - - - - - 10 INSTALL 6" PVC C900 IRRIGATION PIPE. o 6 OVERALL SYSTEM VOLUME: 2724CF 5 LF OF 18" ■ \ - 2 RIM: 2528.17 1 447 LF N �\ PIPE INVERT ELEVATION: 2522.18 PIPE ® 6.00% 11 INV IN: 2523.33 1 5 LF TOP OF GRAVEL: 2526.64 17 INSTALL WETWELL AND PUMP STATION PER RAINBIRD DETAIL ON SHEET C7.01. BOTTOM OF GRAVEL: 2521.64 INV OUT: 2522.48 \ - - - - / �\\mac 4 BOTTOM OF SAND: 2520.14 BAFFLE IN: 2522.73 C-A� \�� MAX GROUNDWATER ELEVATION: 2518.64 BAFFLE OUT: 2523.23 E - - - - �\ \,\ INFILTRATION RATE:8.00 IN/HR _T f0 U W 3 m ci N 00 W LL 1'1� N = LL 0 00 O N O '^ a + � ­ VJ O N N X o N > '� J � � = Qwz � Jw CL LL w z Q E W W Y w W 0 a J (n 2532 2532 M J LU z ° LLw > > Q t LLJ ° n (� 0 E - - - - - - - _ _ - - � O Lu - - - - - - ° 00 EX. GRADE - - CL 00 N ol- AT - - - - - - - -0.90%- - - - - - - olf _ Lo _ o NN - - _ - - - Q CL W m I­_ N U _ - - - -2528 2528 U a - - _ _ - - - �� �� - - - - - - PROP. GRADE KEY MAP AT N N d N N 3 C3.04 0 0 0 U00 co 00 3 O o ti ti ti = (n o 2524 2524 W LL y �� C3.03 J O LL Q 12 SD XING Q 'o a INV: 2523.50 v ui U) U a 3.02 ¢ N C L LU 2522 2522 Q Q o 0 2 o 0 C3.01 p O a r 00 } p N N N N J 00 } O Co w N N N Lc) C3.05 = m co Z M ¢ w W W 0') w co N 19+00 20+00 21 +00 22+00 L � ¢ ° Y o LLi o f ZO o o v a _ <_ _ SrAL C w en ID > S\ONAL o N GRAPHIC SCALE IN FEET Quo \GENSF� a 0 10 20 40 w N o 19524 05 09 2024or) 0 %� OF M IL 6, N O Y pATR I C`�� ri j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C3.03 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig IRRIGATION NOTES STORM DRAIN NOTES CONSTRUCTION NOTES NOTES Q1 INSTALL 6" SCHEDULE 40 PVC PRESSURE IRRIGATION PIPE. 02 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. 1 C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND 26 INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE SPECIFICATIONS STD DWG SD-701. SHEET C7.00. PLAN. Q2 INSTALL 6" GATE VALVE. ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD © TIE INTO EXISTING IMPROVEMENTS. 2. CONTRACTOR To PROTECT IN PLACE, DURING DEMOLITION AND DWG SD-709. CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO Q3 CONNECT TO EXISTING IRRIGATION PIPE. 09 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. 10 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ® INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD REMAIN AS NOTED ON THE PLAN. ACCESS PER ISPWC STD DWG SD-712. SUPPLEMENTAL SPECIFICATIONS STD DWG SD-710B. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO 4Q INSTALL 6" CAP FOR FUTURE CONNECTION. 10 INSTALL 18" HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. 11 INSTALL LANDSCAPE AREA PER LANDSCAPE PLANS. ® INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION ACCESS PER ISPWC STD DWG SD-712G. SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE LENGTH PER PLAN. 1 CONTRACTOR AT THE CONTRACTOR'S EXPENSE. Q5 INSTALL 6" 90' BEND AND P.C.C. THRUST BLOCK. 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND 13 CONTRACTOR TO SMOOTHLY TRANSITION FROM 6"VERTICAL CURB AND GUTTER CONSTRUCT EARTHEN BERM WITH 15' NOISE ATTENUATION WALL PER CITY OF ACHD BMP 20. TO 6" VERTICAL CURB WITH NO GUTTER. MERIDIAN ORDINANCE 11-3H-4.D AND IN COMPLIANCE WITH ITD AND ACHD STANDARDS AND SPECIFICATIONS. SEE SHEET C7.00 DETAIL 2 FOR CROSS 9 INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE CENTERED UNDER 1© INSTALL SEEPAGE BED PER ACHD BMP 20. 14 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS SECTIONS AND STATIONING. SEE SHEET C7.02 & C7.03 FOR NOISE BARRIER WALL ROADWAY. STD DWG SD-708. DETAILS. > Uj 11 INSTALL 36" REINFORCED CONCRETE PIPE, LENGTH PER PLAN ® CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT z Uj INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS 7i 13 INSTALL IRRIGATION BOX PER DETAILS 1 AND 3 ON C7.01 AND NMID STANDARDS z w INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. o AND SPECIFICATIONS. INVERT AND RIM ELEVATIONS PER PLAN. CONTRACTOR TO m NOTIFY ENGINEER IF EXISTING ELEVATIONS DIFFER FROM THOSE SHOWN ON OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION a a 1 PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. Uj 0 ADDITIONAL INFORMATION. 0 0 18 CONTRACTOR TO FIELD VERIFY IRRIGATION IS NOT IN CONFLICT WITH FOOTING OF NOISE ABATEMENT WALL. INSTALL VERTICAL BEND IN IRRIGATION IF REQUIRED. P C \ �� STA: 22+88.26 \ RIM: 2532.72 Q co OFF: 14.50'LT \ 13 GIRR INV: 2524.96 Z o FL: 2530.04 SEE ON-SITE CONSTRUCTION BCR CB-4A \ - 4"�""' STA: 27+29.29 STA: 27+73.52, -16.00LT 14 27 11 12 LF DOCUMENTS FOR DETAILS OFF: 16.00'LT RIM: 2531.04 \ a a 3 STUB & CAP FL: 2531.43 INV OUT: 2526.01 8 \ STA: 27+84.68' FOR ONSITE 4 ' IRR SYSTEM BCR Q25: 0.17 CFS , OFF: 16.00'LT I 4 ECR - - - - - -p 13 LF - - - - STA: 23+92.59 4 o STA: 27+06.60 Q100: 0.20 CFS- FL: 2530.94 1 - - -- - - _ : _ OFF: 16.00 LT -- - 19 - g 28 12"- - - - - - - - - - -OFF: 16.00LT - - - - - - - - - - - - - - - - - - - - - - , - _ - - - - - - - - - - - - - - - - - - - _ - --- � \ LF F GRAPHIC SCALE IN FEET 0 - - - - FL: 2531.63- U - - ;oe. 13 00 - 10 0 � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PIPE @ 0.50� I ECR oaae 10 0 -FL: 2531.00 - - - - - - - - - - - - - - - - - - - - - - o I 28 0 10 20 40 /_ 2 STA: 23+24.15 U' 19 / 19 / I 27 l Ln LLJOFF: 37.00 LT W I I FL: 2530.31 0 \ 1 C // 2S,3 - o / \ 1 C ' 4 \ STA: 27+73.52, 16.00RT _ 14 I eOeeeeeeeeeeee�" J - RIM: 2531.04 KEY MAP O N C� o000000000000.• W BCR - x2530.25 2530.55x BCR 26 8 INV IN: 2525.85 o PRc N. ALAMEDA CREEK AVENUE 11 / \ STA 7+29.29 W__ 28 INV OUT: 2525.85 o W g BCR STA: 23+86.05 / \ 1 z Cn STA: 22+81.72 STA: 23+50.15 OFF: 14.50'LT 26 25+00 � CA / 26+00 26 OFF: 16.00 RT � o, � •1 o U ' 1 0100: 0.14 CFS W OFF: 16.00'LT OFF: 37.00'LT� FL: 2530.92 F : 2531.43 _ � C3.04 0 Z FL: 2529.96 II 1 54 LF FL: 2530.50 N m 0 o / / ECR 4 STA: 27+84.68co J STA: 27+06.65 OFF: 16.00'RT o = 2 I 899 2531_ �8"W B..W 2532 / 8��`"�- ��"�- B..W B..W_ OFF: 16.00'RT 4..u,_28 o o \ 1 27 FL: 2530.94 6 U o00000000000000000000 / FL: 2531.63 14 U .0 2 1 1 LF OF 12" m Q I ld� - 6 PIPE @ 0.90% o C3.03 4 ECR - 00 RIM: 2532.23 N ,L - 0 1 C 40 - - STA: 23+92.59_ - 1 C - - - - - - - 1 C - / - - _ 0 1 1 S&G-43 GIRR INV: 2525.33 OFF: 16.00'RT cn o / _ _ _ - - - - STA: 27+72.28, 33.75RT c3.o2 cn _- - - - - - - - 18 - - - ECR - - - FL: 2531.00 �® o / / - ` RIM: 2531.27 t � � SEEPAGE BED-04 I \ 11 INV IN: 2525.74 m ' DIMENSIONS: 16'Wx36'Lx5'D- INV OUT: 2524.89 - OFF: 12.00 RT 42 - __ J 42 C3.01 0 OVERALL SYSTEM VOLUME: 1152CF BAFFLE IN: 2525.14 FL: 2530.17 N r PIPE INVERT ELEVATION: 2524.92 BAFFLE OUT 2525.64 " 1 STA: 22+81.72 STA: 22+89.20- BCR A: + 1 _ `� / BOTTOM OF GRAVEL: 2524.80 31 LF OF 18 10 PIPE @ 0.00% OFF: 16.00'RT OFF: 14.00'RT -STA: 23+77.62 - , - - - - - - - - BOTTOM OF SAND: 2523.30 PIPE @ 0.00% - - - - - OFF: 12.00'RT OFF: 14.00 RT / / / / MAX GROUNDWATER ELEVATION: 2521.80 Y FL: 2529.96 FL: 2530.07 FL: 2530.90 FL: 2530.93 // �� // GIRR INV: 2525.47 1 447 LF 1 26 LF INFILTRATION RATE:1.80 IN/HR T / I j SEE NMID FOR DETAILS 1 W 06 N N 2536 , ; 2536; 90 N Z O O m VERTICAL CURVE w Q ^ _ Ln K=50.0 � LL W z Q + c0 0 Y � N L0NM j:;� n Lu0 QWO + co N Lc) + co - N 5;Lo 0 (n 0 N 00 �/ J W Z r Q N - - - r � �Q N c0 LL w J > Q H PROP. GRADE J O Q 3 AT - - _- � `� O LL - _ - - - 2532 - - - - - - - - - - - -0.89� m < N 2532 O ~ W 0.90% _ - - - - - - - - - - - - - - - 0 cna_ Z CL O N - .t- - - - - - O N - U - - - _ - - - EX. GRADE - 50q CL W _ _ _ - - - - - - - AT 0 END OF IMPROVEMENTS. TIE INTO EXISTING GRADE FROM AVIATOR o N SPRINGS SUBDIVISION 2528 2528 3 0 0 o z 3 0-) 00 00 00 Q INV' 2D525N9 � o 36 RCP IRR XING c/) L INV: 2525.19 J Q o a a a R U 'w - U) U a a N w o 2524 2524 = = o 0 LLo can can C)LL o } o o co m w LLJ m p co W W U O� LU U > 3: 2 U LU o w z �; cn a o 0 0 PROPOSED 8" SSWR XING o o 0 a_ SEAL = o a U w N CD a 2 2520 2520 SS\ONAL o 0 0 QUO ��GENSFQ ��� a r7 U-) Lo Lo Lo Lo Ln o m N N N N N N 19524 C 23+00 24+00 25+00 26+00 27+00 28+00 s�/09/20�o c�q qTF OF o a CR C:) r � pATR I CK 00 � ri j 3 CAUTION: NOTICE TO CONTRACTOR � U r o NOT APPROVED FOR c\jTHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , CONSTRUCTION UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION o ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what'sbelow. C3.04 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoudig STORM DRAIN NOTES IRRIGATION NOTES CONSTRUCTION NOTES NOTES ® FURNISH AND INSTALL SHALLOW DETACHED INLET. REFER TO SPEC S901.613 OF 15 EXTEND 12" CONCRETE ITD CULVERT PER ITD STANDARDS. MATCH EXISTING 1C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND "PLAN AND PROFILE OF PROPOSED SH-16. USTICK RD TO US-20/26" PREPARED FOR INVERTS. SPECIFICATIONS STD DWG SD-701. 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. ITD BY DEA FOR DETAILS. 16 INSTALL FLARED END SECTION PER ITD STD DWG 609-1 AND 609-2. 14 CONSTRUCT 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING STD DWG SD-708. IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. © TIE INTO EXISTING IMPROVEMENTS. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 31 PROPOSED CONCRETE SIDEWALK PER ITD USTICK IMPROVEMENTS. CONTRACTOR TO TIE INTO EXISTING GRADES. 41 INSTALL CONCRETE PAVEMENT. MATCH EXISTING SECTION. SEE "PLAN AND PROFILE OF PROPOSED SH-16, USTICK RD TO US-20/26 ADA AND CANYON COUNTY" PLANS PREPARED FOR ITD BY DEA FOR REFERENCE. w z w z w O_ Q a- coa_ w U cn cn W O 0 z \ — — — — — — — - - - - - -/ / I L w N co MATCHLINE SEE SHEET C3.01 0CD 31 as I NO RTH H 15 16 27 2527.92 2527.81 2527.74 2527.65 2528.23 L 00 252s.o1 GRAPHIC SCALE IN FEET N 2527.87 ME 2528.67 0 10 20 40 i N 2528.10 ME o 2527.96 ME 14 18 41 c 2529.13 ME 2528.06 ME J 2S I 2528.12 ME V z 28\ I 1 1 C 2528.51 ME 1 C 2528.90 ME 27 2529.22 ME KEY MAPco ^ o 1 � 2529� —1 1 _ _ _ USTICK ROAD ^ M 0 I 1 1 - - - - - - - _ - - - - - � o — — - - - _ - - 2530- - - - - - - - - - - - - - - _ C3.o4 N — C/) (n O 1 (6 — — — — _ C3.03 � U N c C3.02 0 a C3.01 Tic A2 0 W 3 m rn VJ 0 LL m N Q LL 0 CL E /n W v�/ LLJ C) 2532 2532 J o N 00 ii0 J � Q � o O > O� — �7 3 � o � � ln o ; � + mF `V Z U O Cw ol + 006 + �' on — N c� cnd — G 4-1 Lo N o N + � PROP. GRADE AT Q N Q N Q N N LIP OF GUTTER 0° 0.47% Q m .. QN Ln 0 U) m m H .. CO (n 0_ m H .. Q N CL 2528 0 U) m0.38% o N m m ~ " 0.55% w —0.46% —0.38% o � m 2528 0 N Uo _ — - - - - N -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N :EX. GRADE AT LIP OF GUTTER 3 O O O U00 co co 3 O 0 ti ti ti = 2524 2524 LL 0 wLL Q a U 0- a W " CL w 2522 2522 W o 0 00 0o rn Q Q o0 LL Ln Ln C,4 } CO } o co N N N co Z 01) LU zLU 11 +00 12+00 13+00 z y � 0')LU Q o YLLJ U o w } 0 E 10 U d = Q SEAL U W 0 O U m en J o ��o[N Fo%FF � a Q W 0 C) w 19524 05 09 2024CD OF M IL 6, N O Y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U t , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION r; Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's belomL C 3.OJ[ UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING Z UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL O UTILITIES ARE SHOWN HEREON.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. = 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE ELEVATIONS. 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. GRAPHIC SCALE IN FEET 0 10 20 40 4. ALL FG SPOT ELEVATIONS ALONG PROPOSED CURB ARE BOTTOM FACE OF CURB ELEVATIONS. 5. CONTRACTOR TO SMOOTHLY TRANSITION BETWEEN CATCH AND SPILL CURB TO NOT IMPOUND WATER. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING GRADES. > w 7. CONTRACTOR SHALL ENSURE THAT ADA GRADES ARE MAINTAINED AT ALL ADA RAMPS AND SIDEWALKS. ~ z RUNNING GRADE SHALL NOT EXCEED 8.3%AND CROSS SLOPE GRADE SHALL NOT EXCEED 2%AT ADA RAMPS. w LANDINGS AT RAMPS SHALL NOT EXCEED 2%IN ANY DIRECTION. RUNNING SLOPES SHALL NOT EXCEED 5% Z w AND CROSS SLOPE GRADE SHALL NOT EXCEED 2%FOR ADA ACCESSIBLE SIDEWALKS. Q a m f 8. FINISHED FLOOR ELEVATIONS FOR THE APARTMENT BUILDINGS ARE THE UNIT FINISHED FLOOR ELEVATION v w 0 ME AND NOT THE GARAGE ELEVATION. w Ln O I r o z ABBREVIATIONS 76SW Uj N E--0 2515.00 FG FINISHED GRADE SPOT ELEVATION Q o - X X= - - - __- X _ - - -X- - - - - - - 2515.00 FF FINISHED FLOOR SPOT ELEVATION 2527 \ \ 2515.00 SW SIDEWALK SPOT ELEVATION I I I 2528.73SW - - - - 2528.11SW -_ - - - - 2515.00FL FLOWLINESPOTELEVATION - W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ W - - - - - - - - - - - - - as I - Z 2528.16FG 2528.16FG 2527.53FG N. G LAS S F O R D AVENUE 2527.45FG \ m \\ /� �I m 2s2, i LU \\ LEGEND c - U) --m _ \ - - PROPERTY LINE 00 00 �I I z \�., 00 4200 EXISTING MAJOR CONTOUR 528 rn W = 2528.16FG 2528.16FG 2 2527.53FG 2527.31FG 2527.02FG 2526.95FG \ \� _ \ - 4201 EXISTING MINOR CONTOUR m I O o m U N � 20 PROPOSED MAJOR CONTOUR � a m I 0i0ppe 2528.74SW 2528.73SW 2528.11SW \ 2527.52SW CCA 4201PROPOSED MINOR CONTOUR z - - - 2527.6.SW 2527.13SW 2527.60 - - OHP OHP EXISTING POWER LINE ^ N2528 252 02528.19SW 2527.5 M2527.72SW 2527.19SW ~ 2528.25SW 2527.58SW I I � OHP OHP PROPOSED POWER LINE ^ o - - - - - - - - - - - - - - - - - 2528.33SW - - - - - - - - - - - - - - 2527.69SW - - - - - - - - - - - - - - - - - ^ 0 I I 2527 ` \ - EXISTING STORM DRAIN LINE 2s.sosw / 2526 / 2528.35SW 2527.92SW �\ \I I >V4 m° PROPOSED STORM DRAIN LINE I / 2528.42SW 252s.22sw II I �\ PROPOSED POWER POLE 2526 N - - - - - - - - - - - - - - - - GRADE BREAK C/) REVERSE VERTICAL CURB AND GUTTER o 1 m 0 m U N Q N C O S T N E Y O _T ic f0 O w LL m i II n N L.L N LL O U) c I O w wr� Z Q .E I I J (D w 0 Q PROPOSED BUILDING z Q - PROPOSED BUILDING N FFE = 2527.80 KEY MAP J J pi I FFE = 2528.40 _ Q 2527.16FG �_ 2527.27FG 2526.40SW 2 3 O 527.00SW 2526.39SW 3 2527.50SW 2527.26G6 2527.83SW U 71 C4.01 z n/ 2527c"I .57SW W E - - - - 2527.16FG - - - / O cV 2526.69SW 2526.95SW v 2527.2rJ272527.33SW - w / - - - - - - - - - 2527.00FG 2527.13SW IvoI 2527.73SW - - - - - - - - - - - - - w s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2528.76SW - 2527.36SW 2527.16SW 0 2528.25SW 2528.37SW 2529.24SW 2527.41SW 2527.09SW 2527.59SW 2528.71SW 2J^29 U) C4.01 , ^ S2s 2526.30SW 2527.22SW 2526.86SW 2527.61SW 2527.63SW 2529.09SW w v Q o - j 2 - - 252-7.17FG 2527.59SW - - - - - - w C4 �v,52658F 2526.68SW O U) Q0 .00 w ° N N //� j T\ / - 2525.72FG _ _ - - _ - - 2526.47FG 2526.54FG 2526.81 FG 2527.08SW 2527.11 SW 2528.43FG10 z /// / / \'� 2526 -2526 - - - - - - - - - - 2527.09FG = C4.00 _ _ _ W. ENDEAVOR STREET _ - - - -2528 - - - U 526 - - - - / - - - - - - - 2527- - - - - - - - _ _ _ - - - - _ - - - - - - - F- a _ - a / I 2 - _ - _ - - - - - - - - - -2528----�--- - -_- - __-�_ c - - - _ _ _ � - � - --- - - - - - - - - - ---- 2529-_- - _ -- - - N N N 2S - - - - - - - -- -- --_-_- 2530_-_25.31=2532-2533= - 2s2 j - \� - \\\ \ \ / 0 0 o Z - - - - - - - - - - \ 00 00 00 3 - - - \ 2527.18SW 2527.23SW - - \ 2525.72FG 2526.48FG 2526.56FG � 2526.86FG 1 � 2s 2528.43FG ti ti ti = \ / 2527.72SW 2527.70SW 28 \ ___ _ _ 2527.26SW _ _ Q a I - e' - - - - - -2527.30SW 2526.89SW - - 2527.76SW 2528 - -'o - -/ - - U 2527.29SW 2527 2527.2ssw 2529 V \ I 1 1 2527.30SW 2526.87SW 2527.78SW 2527.77SW (`1 2529.01SW = . ` \ 2527.34SW 2527.31SW t ��\ \ / ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - CULjw ���-_ / 2528 _ - - - - - - - - - - - - - a = _2527.55SW 2527.90SW2526.75SW 2526.17FG 2526.65FG Q Q O LL p 2527.73SW 2527.96SW - - - - - m } 0)Cn - _ - - - - _ _ _ _ - U vO com z Mw NORTH o _ LU w 0')zz � Y w o w z � cn w O } o E ���� 2526.90Sw 2526.82FG 2526.32FG 2526.90Sw - -� _ - GRAPHIC SCALE IN FEET U a i��� J - - - - - - _ - - - - - - - - - - - - 0 10 20 40 SEAL 'wID en - - _ - - - Q - MATCHLINE SEE ABOVE > _ I X X \ S5\ONAL ENS X X - -X _ - = Q�oF ��GENSFO ' o LU U 05/09/2024 o0 19524 v cy qTF OF M IL 0, �, r pATRICy\ N ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR O m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ;6 m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C4.00 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 1�4 Do S S ll NOTES �1 1 EE HEET \ �- \ . �1 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S MA.�GN�1N - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING � - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL 2528.43FG \ 2528.88SW 2528.37SW 2529.81SW 2530.77SW UTILITIES ARE SHOWN HEREON.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR 2528.81SW 11 2528.73SW 2528.22SW 2529.66SW 2530.62SW UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. i� - - - - - - - -- - - - - - - - 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE 1 O ELEVATIONS. 1 1 uJ 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE 2529.96FG 1 1 1 ` 2528.00FG .96FG 4FG m ENGINEER OF ANY DISCREPANCIES. 1 1 1 2528.07FG \ / Lij 4. ALL FG SPOT ELEVATIONS ALONG PROPOSED CURB ARE BOTTOM FACE OF CURB ELEVATIONS. � N. ALAMEDA CREEK AVENUE UJI U) 5. CONTRACTOR TO SMOOTHLY TRANSITION BETWEEN CATCH AND SPILL CURB TO NOT IMPOUND WATER. 1 11 11 528 \ 2527.88GB 2 2S 2S3o // z 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING GRADES. 1 / 2 2527.56FG s28 29 2530.07FG J 7. CONTRACTOR SHALL ENSURE THAT ADA GRADES ARE MAINTAINED AT ALL ADA RAMPS AND SIDEWALKS. z 1 2529.96FG = RUNNING GRADE SHALL NOT EXCEED 8.3%AND CROSS SLOPE GRADE SHALL NOT EXCEED 2%AT ADA RAMPS. LU 1 --- U LANDINGS AT RAMPS SHALL NOT EXCEED 2%IN ANY DIRECTION. RUNNING SLOPES SHALL NOT EXCEED 5% Z w AND CROSS SLOPE GRADE SHALL NOT EXCEED 2%FOR ADA ACCESSIBLE SIDEWALKS. aLD m ------- ------ --- -------- 2528.22SW Q 1 - 2528.67SW - - - - - - - - - - - - 8. FINISHED FLOOR ELEVATIONS FOR THE APARTMENT BUILDINGS ARE THE UNIT FINISHED FLOOR ELEVATION C w j AND NOT THE GARAGE ELEVATION. w O 2528.75SW 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 1 2528.79FG 2528.34FG 2528.30SW 2530.72FG 2531.79FG 2531.34FG 2533.72FG w N Q O O 2 a a GRAPHIC SCALE IN FEET 0 10 20 40 L00 00 0 00 00 N 1 ` Z O 0 2530.12FG 1 ��-A z 2530.19FG 1 - // 2530.31SW 2530.22SW 2530.50SW 2530.36SW 00 - - - - - - - - 2531.55SW 0 2530.49GB - - - - -2530.92SW oeoe 2530.37G6 - osa000°oao -2531.08SW 2531.69SW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GRAPHIC E IN FEE m 2530.61 GB 2531.01 SW 2532.17SW U-1 2530.81SW 2531.00SW 2533.24SW 2532.37SW = ; 0 1 0 20 40 0 2530.56SW 2531.16SW - - - - - - - - - - -- - 2532.09SW 1 N 2530.31 SW 2530.92FG 2S 2533.16SW 2532.29SW O / 33 2531.04FG 1 5 m 2530.63SW 2530.96FG Q 2530.28SW w 2531.37SW 2532.50FG 2S`32 2532.00FG 2531.43FG o w 2530.16FG 2530.25FG 2530.55FG 2530.84SW Z�J� ��/ ' 1 � c) 2530.73SW N. ALAMEDA CREEK AVENUE Liu 2530.66SW N _ 2531.01 FG J KEY MAP y z 2s 2532.82G6 2531.13FG " `1 2531.60FG 2531.49FG 1 Fm _ (� / 2532.SOFG o000000000000000000 2530.17FG .73SW 530.91 SW ' 1 2531.17SW C4.01 77- _- 2531.29SW 2530.78SW � 2532.35SW 0 T � �h� 2531.25SW 2530.87SW // 2531.32SW 2531.76SW - - - - - - 2531.24SW - - - - - - - - - - - - - 2531.36SW - 2531.38SW 2531.35SW GJ�j�J 2533.16SW 2532.88SW 2532.66SW 2532.39SW - _ 2531.65SW ` 1 w 2 I _ - - - - - - - -- - - - - - - - - - - - - - 2531.61SW / 2531.49SW 1 3 rL � � � � ' 2532.50SW ` C4.01 t2533.58FG 2535.35FG - ' 2532.81 SW2531.58FG - - 2533.31SW 2533.03SW ` vJ 25343FG 50FG 2531.86FG 2531.33FG 0 �N LL 2535.07FG 25345 2534.36FG 2533.66FG N LL m a C4.00 LL 0 O ` - - - - - O Fm C4.00 `� Y W 0(/� z a C4.01 N J J W Z CL 3 V O L c LL o W a N Q] 4- , r LU - -- - - - N MATCHLINE SEE SHEET C4.00 2528.71SW / 2528.60SW 2528.76SW 2528.65SW 2527.80 ME i' 2528.08SW I '°° N N N 3 252 �8.12SW N N N Z �\ 2528.05 ME 00 00 00 �/ \ \ \ O L 0 c - 2528.06SW - 2527.90 ME w 2527.65 ME 2527.96SW 2528.50SW NORTH ABBREVIATIONS C� 2528.61SW 2528.45SW LU Q o y 2528.56SW / 2515.00 FG FINISHED GRADE SPOT ELEVATION Q a 2527.81FG 2527.74FG 2527.65FG 2528.23FG / w 2527.92FG 2529.01FG 2515.00 FF FINISHED FLOOR SPOT ELEVATION Q a 2527.87 ME 2528.67E j/ = N 2515.00 SW SIDEWALK SPOT ELEVATION CL LU 2527.96 ME 2528 / 2529.13 ME GRAPHIC SCALE IN FEET 2515.00 FL FLOWLINE SPOT ELEVATION = = O a 0 10 20 40 C0 C o LL O 2528.06 ME 2528.10 ME 2528.12 ME 2528.51 ME - - - 2528.90 ME >- } o co - - co w - Go - - - \ \� - - - - - - - - - - - - - - - - - - 2529.22 ME LEGENDLLI00 � � � M W Z w _ W_ _ - - z LD cn Q o W � � I W - - - _ - - - - - - - - - - - - - - - - - - - - - - - Q U) W O U U � � W - _ _ _ - - - - - - PROPERTY LINE W = Ld 0 E - -----EP �W - - - - - JDL - - - - - - U d- - - - - - - - _ } ----EP-----EP-- -W - - - - - - - - - - 420 EXISTING MAJOR CONTOUR SEAL < "- - - - EP - � � - - - - - - - - _ _ - - - - - - - - - c -- -----EP-- -EP __ W W- _ ---- - - - - - - - - - 20' EXISTING MINOR CONTOUR LU - - - -EP - - -EE- - -.-Ep C� m - - - - - -- EP-----EP- _ J - _ - EP --- W =_ - - - L EP-----EP �--� > ----Ep-----EP-----EP 20 PROPOSED MAJOR CONTOUR ��S5\(3NAL 20 PROPOSED MINOR CONTOUR QUO �\GENS O � OHP OHP EXISTING POWER LINE LU o C) w - OHP OHP PROPOSED POWER LINE 19524 05 09 2024 o N - EXISTING STORM DRAIN LINE r� 0 rn IL M o PROPOSED STORM DRAIN LINE F� cy qTF OF pATR I cy\ y N o L PROPOSED POWER POLE ri j 3 CAUTION: NOTICE TO CONTRACTOR - - - - - - - - - - - - - GRADE BREAK `" U Y NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, REVERSE VERTICAL CURB AND GUTTER CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C4.01 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig — — — — — — — — — — — — — — — — NOTES 1. GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATING THE INSTALLATION OF CONDUIT FOR THE FIRE ALARM SYSTEM WITH THEIR SUBCONTRACTORS. 2. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN HEREON.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 3. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE co ELEVATIONS. 4. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. > 5. PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY WATER RULES AND z REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION LU PREVENTION. z0 LU � Q 6. UTILITIES TO BUILDING CONNECTIONS ARE LOCATED 5 FEET AWAY FROM BUILDINGS. U W W O 0 z C5.03 LEGEND Q "' PROPERTY LINE W EXISTING WATER LINE a a W PROPOSED DOMESTIC WATER SERVICE LINE 6" W PROPOSED FIRE WATER SERVICE LINE(HYDRANT) 8" W PROPOSED FIRE WATER SERVICE LINE //% / 1 2��S EXISTING SANITARY SEWER LINE L00 6" SS PROPOSED SANITARY SEWER LINE 00 N RR EXISTING IRRIGATION LINE 0 0 N 00 IRR PROPOSED IRRIGATION LINE / % o QH EXISTING POWER LINE z SO432427950 EXISTING POWER POLE JOINT SCHOOL DISTRICT NO. 2 // / / 00 / W PROPOSED END CAP Ln / PROPOSED TEE m 1 PROPOSED FIRE HYDRANT N PROPOSED WATER VALVE W j / 00 PROPOSED SEWER CLEANOUT co r ill /l / ■ � NFm 0 Y 0 a 0 / LU Q / 3 SO432429360 U) ILL WOODSIDE AVENUE INVESTORS LLC 0 CL U) O Fm 2 W Z Q (DWD a LU Q T J N WZ > Q _ -I - - - - - - - - - - �/ // / J O w 01 W. ENDEAVOR STREET4-1 / C5.02 ' Lij i N N N U00 co co 3 Q U o SO432438850 I — — — — — — % / / J Q USTICK RENTAL LLC III — — — — w , / cn r PROPOSED BLOCK 8 / W w C5.01 ±3.15 ACRE LOT / can COa o °-° co } o co z 01) w :N I LU 3 J m w o M � coz °� I / z Y o U5 Q Z LUJ LD U = Q SEAL w / NORTH N < I / D Q ' OILL I // SS\ONAL ENG o � Q � - - - - - - - - - - - - - - - - - - - - - -/t- - � GRAPHIC SCALE IN FEET ��GENSF���'F�� 0 Q — — 0 30 60 120 LU U — — J 19524 2 (D — 05/09/2024 g z - USTICK ROAD - - — - — — - — ' �FC �FOF ��P�`�� o t — _ — - -- -- -- - -- — — — — CAUTION: NOTICE TO CONTRACTOR pATRIC`� N J —I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF M > 3 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS i UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE NOT APPROVED FOR p o — — — — — — — — — — — — — — INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR CONSTRUCTION m — — — MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY Y EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE ow what's below SHEET RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT Kn o WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig a NOTES WATER NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. ® INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE �5 INSTALL 8"X 8" x 8"TEE. CONTRACTOR AT THE CONTRACTOR'S EXPENSE. �9 CONNECT TO EXISTING 12" WATER MAIN PER ISPWC STANDARDS AND SPECS. REMOVE AND DISPOSE OF EXISTING TEMPORARY BLOW OFF VALVE ASSEMBLY. 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. SEE NOTE 2 ON SHEET > C0.10 FOR MORE DETAILS. 14 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD DWG W13. w Z w 21 WATER LINE/IRRIGATION LINE CROSSING. CONTRACTOR TO MAINTAIN MINIMUM 1.5' a a OF VERTICAL SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL v w REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE w O BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 0 Z © INSTALL WATER PIPE SLEEVE PER CITY OF MERIDIAN STD DWG SW1, SW2, AND W 15-A. W N © INSTALL 12" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF o 0 MERIDIAN STANDARDS. 26 INSTALL 12"x8" REDUCER PER THE CITY OF MERIDIAN STANDARDS. 4 I as I HO u — — HO x — —HO — — — HO — — — — — — — — — H� — YO — ���.. — — L N W � N IRR IRR I IRR IRR IRF IRR —IRR IRR IRR U — _ — — — — _ _ _ — _ _ _ — _ _ _ _ _ _ _ _ _ — — — ®— _ — — — _ — — _ _ — — J 7ER�i\7AlN LLI 000ee:oee:oo:voo:sooe. - - EXISTI G WA'I .. i L a Z N. GLASSFORD AVENUE 22 ccl) N 44 LF OF 8" C 1 w C) 1+00 12+00 13+00 14+00 12co _ 9 26 1 159 LF OF 8" PVC 1 0 n 4 LF OF 8 PVC 1 LLI 5 127 LF OF 8" PVC Z —� m l o I w B,.W f� B,.W 8>,>,W 8„W 8„W - 8„W 8"W — J- I = 4 21 Z ICI C.) 25 5 LF OF 12" PVC 1 31 LF F 8 PV �I I O " C I U) � — — — — - - — I — — — 3 = I YA2_TNT Io i / I I - - - - - - - -� — — 14 NE0f0° F/7 I W 2532 2532 )■ � 06 L.L LL N z N O / N U O J W � CL Z Q W O (D L1J C) E \ Se \ PROP. GRADE a \ @ ROAD r _ 2528 \\ 2528 LPL L J J W Z � > > Q O 1 3 O W \\ Pl — - - - - - - - - - - - - - - - - zw J — 4-1 - - - - - 5 LF OF 12" C900 PIPE � U - - VEX. GRADE - - - - — _ - - - - W- - KEY MAP EX. 12"PIPE b 2524 2524 — "t C) @ROAD IL 12 SD XING N INV: 2523.30 ° OF$' C5.03 159 LF C900 PIPE a m 12" PVC 3 - IRR XING t 36" RCP IRR XING INV: 2519.32 ONTO co co O 127 LF OF INV: 2518.80 ti ti ti = 3 8"C900 PIPE U) 0 cn c� wQ Q U 0 a P Z-Q p1 C 520 v FOF $ c5.o2 w 16 W U) _ LLJ Q a Q N C � 0 0- 0 LU U LL rn C5.01 Q Q O w c0 F- U O O U- } } o co O N U- m m Z O w u O m p p C")J W LU 0') O cn LU Z o M Q LD uJ O J 44 LF OF 8" C900 PIPE 0 E 2516 2516 O C) 0- } o SEAL = Q C T 'WID ^ 0 1 en V N J > S�0NAL ° 2514 2514 GRAPHIC SCALE IN FEET Quo \1�GENSF� a 0 10 20 40 ,., w m rn 0 19524 U 2 N N N N 05/09/2024 C:, N M 11 +00 12+00 13+00 14+00 cyF` p �� IL ATR I Cy\ o y M > 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION r; Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below CJ[ .01 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A WATER MAIN.THIS INCLUDES BUILDINGS,CARPORTS,TRASH ENCLOSURES,TREES, DEEP ROOTING BUSHES, ETC. WATER NOTES w 1❑ INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF z MERIDIAN STANDARDS. w SEE ON-SITE UTILITY PLANS / / �2 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF o w _ FOR CONTINUATION / / MERIDIAN STANDARDS. a m INSTALL FIRE HYDRANT ASSEMBLY WITH GATE VALVE PER CITY OF MERIDIAN STD cwn cn .DWG W8 &W9 — _ o 0 14 I ® INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. / / N INSTALL 8" x 8" x 8"TEE. a cN 0 i - - - - - - - - - - - - - - - - - - - - - � I I L - - - - - - - - - - - - - - - - - - - - - - - - - - � �7 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK CITY OF MERIDIAN STANDARDS. - - - - � b o � ANGLE PER PLAN. F2�0I I ® INSTALL 8" x 8" x 6"TEE. a s — 00 oo6 _ I 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF ��1 64 LF OF 8" PVC evoevoevo.:e SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. SEE NOTE 2 ON SHEET / W. ENDEAVOR STREET CO.10 FOR MORE DETAILS. 00 b 16+00 0 17+00 18+00 �° U 14 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD DWG W13. 5 LF OF 8" PV 1 kQp 7 45° � � _ I _ com _ _ 4 _ _ _ � _ _ _ _ � _ _ N 5 12 1 158 LF OF 8" PVC 00 / 8 M 0 5 21 WATER LINE/IRRIGATION LINE CROSSING. CONTRACTOR TO MAINTAIN MINIMUM 1.5' M.�8 "S M.18 4 OF VERTICAL SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL z / 14 LF OF 8" PV 1 2 20 LF OF 6" PVC _� REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE 'BEND AND IS SET A MINIMUM OF 10 CLEAR OF OUTSIDE OF CROSSING PIPE. -, — 45° 700 N — — — — — — — — — — — — — — o IRR IRR IRR IRR IR / RP— 1 38 LF OF 8" PVC ) 49 LF OF 8" PV 1 IRR IRR - - - - - - - Ln - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � o \ / 3 00 20 WATER I 14 21 N / EASEMENT �I cn I MATCHLINE SEE SHEET C5.01cn I o co I R II I I IRR IRR IRR IRR IRR IRR IRR IRR o I I 0 Q 21 C II Y I X X X X X x x x x x x x ic 3 0 w 3 m rn VJ 0 u 06 LL LL m -�+ m 0 N O O EX. GRADE i �` L.L w z Q @ ROAD Y � �� w0 (Dw0 0 N 2528 — — — — _ _ — 2528 _ J w Z � O oc p w CL N J U O :�DWID U @ ROAD cLLU C 0. 7 �/ ` W N U 2524 o O 2524 KEY MAP U 12" PVC SD XING INV: 2522.63 C5.03 3N c\1 c\1 " C900 PIPE Z O O O F 00 00 00 3 158►-F O 8 O 07 U oU) 2520 2520 Q �L a C5.02 C) Z) o W " w QCL a N LU t C5.01 Q Q O O o I I I I � c O LL u O 0 a o Co m m Z O W m p Cr) w U 0') w z CD U O E75 Q o w o_ 2516 2516 � w = � 0 0 E U d w ° NORTH SEAL ID U) J L 2514 2514 oF�SS\o[NMANS o GRAPHIC SCALE IN FEET Q� �� Fp F1, a r- 0 0 10 20 40 W ao ao o N N 19524 C � U') LO N N 05/09/2024 CD 15+00 16+00 ti�qTF OF M IL 6, N � r pATR I Cy\ ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U t , NOT APPROVED FOR O m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ;6 m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C5.02 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES WATER NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. Fil INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF 14 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD DWG W13. KEY MAP 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING MERIDIAN STANDARDS. IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF 19 CONNECT TO FUTURE EXISTING 8"WATER MAIN PER ISPWC STANDARDS AND 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED MERIDIAN STANDARDS. SPECS. LOCATION PER AVIATOR SPRINGS CONSTRUCTION DRAWINGS. DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE ❑3 INSTALL FIRE HYDRANT ASSEMBLY WITH GATE VALVE PER CITY OF MERIDIAN STD CONTRACTOR TO REMOVE TEMPORARY BLOW OFF VALVE ASSEMBLY, CUT BACK C5.03 CONTRACTOR AT THE CONTRACTOR'S EXPENSE. DWG W8 &W9. WATER LINE, AND PATCH PAVEMENT AS NECCESSARY TO CONNECT TO EXISTING WATER LINE AND ENSURE ALL SEPARATION REQUIREMENTS ARE MET. 4. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A WATER MAIN.THIS �7 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK CITY OF MERIDIAN STANDARDS. INCLUDES BUILDINGS,CARPORTS,TRASH ENCLOSURES,TREES, DEEP ROOTING BUSHES, ETC. ANGLE PER PLAN. 21 WATER LINE/IRRIGATION LINE CROSSING. CONTRACTOR TO MAINTAIN MINIMUM 1.5' OF VERTICAL SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL ® INSTALL 8"x 8"x 6"TEE. REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF VERTICAL INSTALL WATER PIPE SLEEVE PER CITY OF MERIDIAN STD DWG SW1, SW2, AND > SEPARATION PER IDEA STANDARDS. © W15-A. C5.02 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. w SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS z w NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A O C5.01 a Q MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. SEE NOTE 2 ON SHEET a C0.10 FOR MORE DETAILS. I J LI cn w w O o z SEE ONSITE UTILITY PLANS \ W - FOR CONTINUATION j \\ \\ R o 0co CD I 14 I I I I ''_',_,_ GRAPHIC SCALE IN FEET _ 0 10 20 40 — — — — — — — — — — — � _ — - -1-- - - - - - - - -�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - c � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °' I o0 1 55 LF OF 8" PVC co co C/) 4 LF OF 8" PVC 1 \ 22 N \ 23 0 co II I 19 / 7 45° 34 LF OF 8 W PVC 1 , \ _ T 03 z 23+00 1 19 LF OF 8" PVC 24+00 N. ALAMEDA CREEK AVENUE 25+00 26+00 27+00 0 \ w II \ 1 4LFOF8" PVCi 7 45° ��183 LF OF 8" PVC 11.25° 7 ^ co %4 /� 1 208 LF OF 8" PVC 8"yy 8"W 8••W 8"W 8"W 8"W 8"W 8"W 809 \ 1 21 LF OF 8" PVC ^ o 12 21 - I I 8 11 o — .3 ...................... ...................... II 12 LF OF 6" PVC 2 � o _ _ 00 w o 0 — — — — — — — — — — — �\ _ co I 'r�� \ 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I i \ 3:20'WATER 0 EASEMENT I I \\ N Q I I \ N C O S T N E Y 0 _T ic f0 O W 3 0 m ' ) 06 LL 2536 2536LL N z O / N U O C T N N CL LL W Z Q Y iii O � W V J W Z / LLJ > O Q 3 PROP. GRADE @ ROAD � — — — 2532 2532 O— — — — — — _ - - - - - - - - - \�� - - - - - - - - - - - - - O W CL N - - - - - - - - - - - - - - - - - - - - - - - J _ _ _ - - - - EX. GRADE C - — — @ ROAD IL z W a z ry o O 4 U O O 0 U 12" PVC SD XING N INV: 2525.99 2528 2528 INV: 2525.19 3 208 LF OF 8" C900 PIPE 34 LF OF 8" C900 PIPE O O O f" N N N 183 LF OF 8" C900 PIPE Z 2 ` N N N R\ 3 00 00 0 O o w ti ti ti Uj U 10 LF OF 8" C900 PIPE o CONNECT PI w Q � c °- a EX. 8" C900 PIPE � o y o MATCH EXISTING Q wa -UU U� INV: . cn U) U 00 2 a 0 w 0 2524 LL M 2524 o r00 LL o —' Q Q o LL m m CD o co w 21 F OF 8" C900 PIPE m p o z 01) ) V-8" SS z z v � � w zLD g 0 IN V: 2521.52 w w o w } Q E U d = QSEAL U W 0 Nen U m J 2520 1 1 1 1 2520 S�ONaL E N o 0 00 _M 7 Q�oFF�\GE N S M M M o19524 ° N N N N N 2 05/09/2024 24+00 25+00 26+00 27+00 28+00 o M 0 9F� 0 �F r pA IL TRIC`\ N ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U t , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C5.03 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 56561 C I 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION STA: 11+08.0133 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT OFF: 35.64'LT SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. w STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION L PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. w — — — — — — — — — — — — — — — — — — — — — — — — — �Ho — Ho— © INSTALL STREETLIGHT WITH DAVIT POLE PER CITY OF MERIDIAN STANDARDS AND p Uj DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE a m IRR -IRR _ IRR _ IRR _ IRR_ _ _ _ IRR _ _ _ _ _ _ _ HEIGHT SHALL BE 40' WITH 15'-25' MAST ARM. STREETLIGHT FIXTURES SHALL BE a I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — - - - - - - - - - - - - - - - U W PHILLIPS RFS 108W32LED4k T R3M UNIV DMG RCD7 PH8XL BR OR APPROVED 0 C I \ i\ EQUIVALENT. STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2, 0 0 (n W \ LIGHT POLE PER STANDARD DRAWING T4, AND LOCATION PER STANDARD I m I \ DRAWING T8. STREETLIGHT NAME PER PLAN. c� I N. GLASSFORD AVENUE WLU I v CD 1+ 0 12+00 13+00 0 o U 14+100 � KEY MAP 0 � m � W D I 56562C z 56563C _ p w 899W 89$W— STA: 12+46.0119 8"W 899UV _g»W i STA: 14+41.41 1 g J z a s OFF: 22.50'RT I:OFF: 22.50 RT U I O C6.01 I QC I = sae e,e / 00 I ;01 co GRAPHIC SCALE IN FEET 00 1\ I 0 10 20 40 N / \/ C6.00 N lid 00 O M 0 N W O 00LU LIGHTING NOTES: N > 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH 5 THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL W SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. o 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO co c STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT _ HTTPS: //CITIZENPORTAL.MERIDIAN CITY.ORG/CITIZENACCESS/ / TO OPEN A PERMIT AND REQUEST INSPECTIONS. W / 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE a J _ / REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED — W Q / WIRING. I / / 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM Y / / FIRE HYDRANTS AND 2'MIN FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A / REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING - ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC L1J — — — - - o — — — — — — — - - T — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. N O o 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) cn 3 — — — — — — — — U/ 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS U)o \ 00 — LOCKED METER PEDESTALS. z L.L LL � W / 7. ALL STREETLIGHTS AND STREETLIGHT AMENITIES (METERS, CONDUIT, JUNCTION Q _% eeeee y _ W-� BOXES, ETC.) NEED TO BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY PER J // 56564C 56565C 56566C 2 CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. i O 19 STA: 17+20.56 19 STA: 17+90.29 U) _ / 19 STA: 16+20.76 LU OFF: 19.50'LT OFF: 19.50'LT — — — — — — — — — — — LU_ — _ w z Q / — — — -OFF: E — �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0 � - 46+900 U - - - -- - - - - - - - - - �7 0� - - - - - - - - - - - - - - - - - - - - - - - -1i +0� - - - - - / .E r - W w c oo — �— I —gym — — — — i — i — — — I cn--- V) N Q � — x �� '�� W. ENDEAVOR STREET LLI z LL ii J W z i �iin„8- nn„8 M„g M„8 J O O - > Q I � > F_ z -n Q- - \ — — — — — T — — — — — — — — — - - Q W O � LU O J / Q I U MATCHLINE SEE ABOVE W I NORTH N ' of O I I d GRAPHIC SCALE IN FEET ® I 0 10 20 40 z 3 I O O O 00 co c 3 O o I X X X \ X ti ti ti (� c LL LL O o I 3 Q Q J n W w Q a N C L T O ,^ ,^ O VJ VJ O LL O O -O } O co T/{ N Z VJ W m p M W w U 0') w z CD U 07 Q o } Q E U 0- = QSEAL U W 0 N U m U) J Fo o ��oN %FF � a Q W o 19524 05 09 2024CD %� OF M IL 6, O o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below C6.00 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. \\ \ E SHEET \\ CONSTRUCTION NOTES \ 1 N�INESE \� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION - - - - - - - - - - - - - - - - - - - - - o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - 11000F THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT \ \ \ o \ SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS z — — — — — — — — — — — — _ RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. LU \ �\ STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION o Uj -0 \ \ \ J PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. a a 1 x w W---_� �, cn 1 OD m o 0 56567C 5656.8 W LIGHTING NOTES: \ STA: 19+83.4119 I STA: 21+81.81 19 \ \ OFF:\ 2cq 0 0 0 I 21+00 OFF: 19.50'LT 22+00 W-00 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH � THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL �' CO W N 1 \ m W SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. o 0 \ N. ALAMEDA CREEK AVENUE z 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO \ STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT \ - U HTTPS: //CITIZENPORTAL.MERIDIAN CITY.ORG/CITIZENACCESS/ \ TO OPEN A PERMIT AND REQUEST INSPECTIONS. a a ------------- 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE — — — — — — — — — — — — — - REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. \ \ Lncn - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - -- - - - - - - 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM \ FIRE HYDRANTS AND 2'MIN FROM WATER METERS. — ` 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A - — — — REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING co \ Z ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 00 O N 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) \ GRAPHIC SCALE IN FEET 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS a \ 0 10 20 40 LOCKED METER PEDESTALS. = Z 7. ALL STREETLIGHTS AND STREETLIGHT AMENITIES (METERS, CONDUIT, JUNCTION ~ BOXES, ETC.) NEED TO BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY PER \\ CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. /^\ co 0 a m 2 N cn o y I 56571 C \ \ 1 p I STA: 27+60.9719 0 = I OFF: 19.46'LT o \ - Z I o T - - - - - - - - - - — --� - - - - - - - - - - - - - - - - - - - - -- -- — - - - - - - - - - - - -`— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1� 90—\ 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � 0 1 r _ — W — \\ GRAPHIC SCALE IN FEET W > — — — — — — — o — — — — — — — — — \ \ 128+01 0 10 20 40 O N m oo \ 1 \ 1 U) W = 56569C 56570C w \ QLL y W STA: 23+80.2819 STA: 25+76.49 19 ,� \ 3+0o OFF: 19.50'LT 24+0o N. ALAMEDA CREEK AVENUE 25+o OFF: 19.50'LT 26+00 27+00 ' " \\ \ \\ LU a _LU ; C� W 0 Y J �� » » » » » KEY MAP N = 8W 8W— 8W 8W 8W 8W \ \ LL " �� \ O. \ LL L J W Z 0000000000000000000000 \ > Q ' C6.01 C14 > O 1 - - - - - - - — � \ ZLLI LL O I _ _ - - o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - C _ / \\ \ C6.014-1 o V L.L W C6.00 0 ° 1 I C6.00 u a 3 0 0 o Z U 3 O o ti ti ti = c� U) U W�/'� Q � VJ Lu Q L O o Q o J n W w Q a N C L T O O coVJ coVJ O -O } O co T/{ N Z VJ W m p p Cr) w U 0') w z CD U U5 Q o } Q E U d = QSEAL U W 0 N U m U) J Fo o ��oN %FF � a Q W o 19524 05 09 2024CD %� OF M IL 6, 0 o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR O m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ;6 m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below C6.01 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED i DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. I STRIPING AND SIGNAGE NOTES II I INSTALL 30"X30" STOP SIGN (R1-1)AND STREET NAME SIGN (D3-1) PER MUTCD STANDARDS AND ACHD STD DWG TS-1114. INSTALL 24" WIDE WHITE PAINTED STOP BAR PER ISPWC ACHD SUPPLEMENT AND > ACHD DETAIL 19 ON TS-1112.03. w 0-0 N �3 PAINT 4"YELLOW DASHED CENTER LINE PER ACHD STD DWG TS-1112.01 DETAIL 1 w D U' 15 — — — — -- — o FOR POSTED SPEED LIMIT<_40 MPH. z w 4 1 0 20 \ — — — — — — — ® LD INSTALL 24"X24" "NO LEFT TURN" SIGN PER MUTCD R3-2. a m w r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - — \ \� INSTALL24"X30" 30 MPH SPEED LIMIT SIGN PER MUTCD R2-1 AND ACHD STD DWG w 0 C Z "°°°° - OJ TS-1114. 0 z U) m �� I 104' m \ �7 INSTALL TURNING VEHICLES YIELD TO PEDESTRIANS/BICYCLISTS SIGN PER MUTCD n m �� 18 9 N. GLASSFORD AVENUE W R10-15(R) MOD AND ACHD STD DWG MUP-06. w N co TIN 11 00 12+00 13+00 0 o U 14+00 LU ® PAINT CROSSWALK PER ACHD DETAIL 18 ON TS-1112.03 0 0 �7 (n SEE SHEET O 13 m — w \ 3 "� 9 PAINT RIGHT TURN ARROW PER MUTCD STANDARDS AND ACHD STD DWG fll I— _ 14 _ z � TS-1112.07. � C6.32 � � I— 8"w 8"w 8"w 8"w 8"w 8' w 8"w a a I = 10 INSTALL 30"X30"W11-2 AND 21"X15" W16-7P PEDESTRIAN CROSSING SIGNS PER C 20 MUTCD AND ACHD SUPPLEMENTAL SPECIFICATIONS. I Q 14 PAINT 4" DOUBLE YELLOW CENTER LINE PER ACHD STD DWG TS-1112.02 DETAIL 7. 3 20 cn / 5 o � 0 15 INSTALL 30"X30" "RIGHT LANE MUST TURN RIGHT" SIGN PER MUTCD R3-7R. _ _ 00 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 1 I /� 1 ® INSTALL 30"X30"W11-15 AND 21"X15"W16-7P PEDESTRIANS/BICYCLISTS CROSSING SIGNS PER MUTCD AND ACHD SUPPLEMENTAL SPECIFICATIONS. N L \ O -T— �♦�I� i Z � -- H KEY MAP � No 00 M W 0 N Uj O C6.03 0 N >_ 11 cn s 03 I U o m u (� GRAPHIC SCALE IN FEET o / 0 10 20 40 o y w J — W J Q / C6.02 Y II 1 �� — - -- — 2 — � — — - - - � / 5 / I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LU _ :. — — — — — — — — — — — — — — — — — T o t o I I 10 ® - LL W L.L o v' °° ^ LL ae L j M a / W O Q LL / O N U) C a / W. ENDEAVOR STREET LD O LLI Z Q E + �/ o 16+00 o U 17+00 18+00 W (� (D w 0 �5 J z N F14 QJ LU z z > Q CL O 3 U � �, LL O LL s / Uj _ I I \�� I 10 0 I I n I U 0 a W I NORTH II I N N I I I d GRAPHIC SCALE IN FEET 0 10 20 40 0 0 o Z MATCHLINE SEE ABOVE I I 00 00 0 3 o I I ti ti ti (n 0 Q Q z a U a U Q a N CLU LL L T / �V/� O VJ JLL O O r^} �T/{�J z VJ w m p M W w U 0') w z CD U E75 Q o } Q E 0 10 1 U d = Q SEAL U W 0 N U m U) J Fo o ��oN %FF � n w " 19524 05 09 2024° %� OF M IL 6, 0 o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C6.02 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 11 1G6 02\ STRIPING AND SIGNAGE NOTES \ 1 .�GN�-INESE \�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1❑ INSTALL30"X30" STOPSIGN (R1-1)ANDSTREETNAMESIGN (D3-1) PERMUTCD \ M{� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Uj o STANDARDS AND ACHD STD DWG TS-1 114. w — — — — — — — — — — - �2 INSTALL 24" WIDE WHITE PAINTED STOP BAR PER ISPWC ACHD SUPPLEMENT AND z \ - ACHD DETAIL 19 ON TS-1112.03. z w \\ 1 J O © INSTALL 12"X36" OBJECT MARKER SIGN PER MUTCD OM3-R. °-° m 00 79 J v w \ Xp W ® PAINT CROSSWALK PER ACHD DETAIL 18 ON TS-1112.03 Uj 0 \ 4 m o ° 1\ 20+00 0 o W 21+00 22+00 W-00 10 INSTALL 30"X30"W11-2 AND 21"X15" W16-7P PEDESTRIAN CROSSING SIGNS PER _r � � �� G7 MUTCD AND ACHD SUPPLEMENTAL SPECIFICATIONS.\\ w CO N` 14 m zLLI 11 CONNECT TO EXISTING AVIATOR SPRINGS SUBDIVISION. o \ N. ALAMEDA CREEK AVENUE = 14 PAINT 4" DOUBLE YELLOW CENTER LINE PER ACHD STD DWG TS-1112.02 DETAIL 7. --------\�---- ------------ Q — - - - - - -- - - - - - - \ � Z \ 1 O 00 00 Z N 00 — O N I O N GRAPHIC SCALE IN FEET a 0 10 20 40 Z N O 00 M W 0 N O m O N cn (6 w , \ \ � 4"p1RR � ■ � o Z O Z - - - - - - - - - - 2 ==1-- - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o `" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - /\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - 00 — W — — — — — — — — — GRAPHIC SCALE IN FEET w O — o \ \ 28+pp 0 10 20 40 N cd -i 00 Cn Q w LL W 10 w V' M L.L y W \ w O U) 3+00 `I� 24+0o N. ALAMEDA CREEK AVENUE+00 o 26+00 2�+00 / �' 11'I - z 0 O z I � � � � � m � I � � � """ , � O w Z Q _ �, �7rq r�nr'� Y J 1 0 �� Q�� Q�� Q�� Q�� » Q» Q» \ / KEY MAP V W 0 a = 6 8 W 8 W 8 W 8 W 8 W 8 W 8 W - / / Z J — .N L O'' I� ' L < J LU Z v J > Q TT LU 3 — Z- - - - - - - - - - - - z Q W _ — \ C6.03 -1 W — — r,=C6.02 a 0 a C6.02 0 C6.04 = a m 3 O O O Z U 3 O o ti ti ti = U) o J Q Q z a U U Q a N CLU L T O ,^ ,^ O VJ VJ O -O } O co T/{ N z VJ w m p Cr) w U 0') w z CD U U5 Q o } Q E 10 1 U d = Q SEAL U W 0 N U m en J o ��o[N Fo%FF � n w " C) 0 19524 05 09 2024CD %� OF M IL 6, O o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below C6.03 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. STRIPING AND SIGNAGE NOTES INSTALL 30"X30" STOP SIGN (R1-1)AND STREET NAME SIGN (D3-1) PER MUTCD > STANDARDS AND ACHD STD DWG TS-1114. w �2 INSTALL 24" WIDE WHITE PAINTED STOP BAR PER ISPWC ACHD SUPPLEMENT AND w ACHD DETAIL 19 ON TS-1112.03. z w ® INSTALL 24"X24" "NO LEFT TURN" SIGN PER MUTCD R3-2. °—° m a_ � w U El INSTALL TURNING VEHICLES YIELD TO PEDESTRIANS/BICYCLISTS SIGN PER MUTCD w O R10-15(R) MOD AND ACHD STD DWG MUP-06. 0 1 z PAINT RIGHT TURN ARROW PER MUTCD STANDARDS AND ACHD STD DWG TS-1112.07. w N INSTALL 36"X12" "ONE WAY" SIGN PER MUTCD R6-1 R. o co ' 16 INSTALL 36"X36" "RIGHT LANE MUST TURN RIGHT" SIGN PER MUTCD R3-7R. INSTALL 8" PAINTED WHITE STRIPE PER ACHD DETAIL TS-1112.03 DETAIL 15. INSTALL 4" PAINTED YELLOW STRIPE PER ACHD DETAIL TS-1112.03. 3 I I ao ` ,�� // 19 INSTALL 4" PAINTED YELLOW MULTI-USE PATH CENTER LINE. 3' LENGTH &9' GAP. 00 INSTALL 30"X30"W11-15 AND 21"X15"W16-7P PEDESTRIANS/BICYCLISTS CROSSING \ SIGNS PER MUTCD AND ACHD SUPPLEMENTAL SPECIFICATIONS. O N � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — co MATCHLINE SEE SHEET C6.02 - 18 N 19 0 18 0 25.0' 25.0' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 19 20 0 16 N 0 7 9 9 25.00' U) 1 4 - co o .0 0 a 105.0' 16 5.0' 13.7' Fm USTICK ROAD EXISTING 4"WHITE STRIPE TO REMAIN 1 I EXISTING 4"WHITE STRIPE TO REMAIN s NORTH Y 0 _T A2 f0 O w N GRAPHIC SCALE IN FEET 0 10 20 40 LJJ LL (� LL — — M 0 LL 0 0 L a w n Z Q E KEY MAP (� M Y r w C V _ a 5 O Q Z L N z Q J W Z QCL > OQ C6.03 Q 3 O W � 1 3 p z V) p Lu EZ LL C6.03 LL s m U C f0 CLU 6.02 a U C6.02 of C6.04 a m 3 O O O Z U 3 — — — — 00 00 00 0 07 LL Lu J Q 0 Q z a U U Q a N CLU L T O O coVJ coVJ O -O } O co T/{ N z VJ w m p M W w U 0') w z CD U U5 Q o } Q E 10 1 U d = Q SEAL U W 0 N U m en J o ��o[N Fo%FF � n w " C) w 19524 05 09 2024CD %� OF M IL 6, 0 o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C 6.04 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 47' R/W 47' R/W 8' 16.5' 16.5' PLANTER B/C B/C 13' S/W 16.5' 16.5' EASEMENT B/C B/C I I I I I NO TREES OR SHRUBS OVER SEEPAGE BED NATIVE BACKFILL z 2' S' 5' , PLACED AND COMPACTED PER S/W 2 2 1 0 GEOTECHNICAL REPORT I2.0% 2_Q°-f _ S/W1 S/W 5t 2' 2.0% 2.0% S/W > - --------------------- ----- - Mph �74q �� INLET FROM SAND AND 18"SOLID WALL HDPE PIPE 18"HDPE PIPE(TOP HALF OF PIPE TO BE PERFORATED) �'•1 x MP 3 ui GREASE TRAP INVERT PER PLAN --------------------- INVERT PER PLAN----------------------- Q �J MqX z PROP. PAVEMENT SECTION PER MONITORING WELL PER CONCRETE SIDEWALK „ CONCRETE SIDEWALK z w CONCRETE SIDEWALK CONCRETE SIDEWALK 5' MIN. DETAIL ON THIS SHEET ACHD LOCAL ROAD PAVEMENT PROP. PAVEMENT SECTION PER EMBEDMENT PER PER ACHD SUPPLEMENT PER ACHD SUPPLEMENT a ovovovov w PER ACHD SUPPLEMENT PER ACHD SUPPLEMENT „ m ISPWC STANDARDS SECTION DETAIL BELOW. ACHD LOCAL ROAD PAVEMENT a Q TO ISPWC SD-709 TO ISPWC SD-709 TO ISPWC SD-709 TO ISPWC SD-709 LLI STORMTECH DETENTION SYSTEM = SECTION DETAIL BELOW. C) IMPERMEABLE THERMOPLASTIC ANGULAR-"-2"ROCK " " PROP. 6" VERTICAL CURB W O LINER TO LINE SPECIFIED w PROP. 6" VERTICAL CURB & PROP. 6 VERTICAL CURB PROP. 6" VERTICAL CURB & o z SEEPAGE BED SIDES o GUTTER PER ACHD SUPPLEMENT & GUTTER PER ACHD GUTTER PER ACHD SUPPLEMENT & GUTTER PER ACHD GROUNDWATER NOTES: TO ISPWC SD-701 SUPPLEMENT TO ISPWC TO ISP C D-70 SUPPLEMENT TO ISPWC call 0& SD-70 W N 1. CONTRACTOR SHALL NOTIFY THE ENGINEER w N IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ACHD LOCAL ROADS TYPICAL SECTION 1 WITHIN 3 FEET R THE BOTTOM DESIGN ELEVATION ACHD LOCAL ROADS TYPICAL SECTION C T O N 1 FOR ANY INFILTRATION FACILITY AND/OR IF IT IS ASTM C33 FILTER SAND �? N.T.S. HIGHER THAN ANTICIPATED. Z_ 2. GROUND WATER ELEVATIONS BASED ON TEST PIT g N.T.S. W. ENDEAVOR STREET DATA GATHERED BY ATLAS TECHNICAL a a CONSULTANTS,LLC,IN REPORTS NO.B220953G co N. GLASSFORD AVENUE (STA: 10+00.00 TO STA: 15+22.95) (FROM STA: 15+45.88 TO STA: 18+70.65) �* (MAY 23,2022)AND B231194G(SEPT.5,2023). 3. SEE PLAN AND PROFILE SHEETS FOR HIGH GROUND SEEPAGE BED PROFILE VIEW ' / WATER ELEVATIONS. �/ HIGH GROUND WATER 47 R/W/ 15' HEIGHT NOISE SEEPAGE BED NOTES: ATTENUATION WALL p 1. DESIGN INFILTRATION RATE:BETWEEN 1.44 AND 8.00 /7�/ 71 77 8' PLANTER PLANTER L IN/HR BASED ON INFILTRATION TESTING BY ATLAS LENGTH PER PLAN GEOTECHNICAL ENGINEERS,REPORT NO.B231194G. Ln 2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE 16.5' 16.5' 35' L w AFTER THE FACILITY IS FULLY EXCAVATED. CV 13' S/W B/C B/C L/ r` STORMTECH DETENTION SYSTEM SEEPAGE BED AREA EASEMENT BUFFER O N IMPERMEABLE THERMOPLASTIC SP-3, 0.5" MIX, I o LINER TO LINE SPECIFIED Z „ 8' S/W 2� SEEPAGE BED SIDES 5 J 2.5 PG 58-28 EASEMENT 4.0" MIN OF z, ------------------------------------------------------- 1' INLET FROM SAND AND 18"SOLID WALL HDPE PIPE 18"TOP HALF PERFORATED HDPE PIPE W 0.75" ABC 2' 1 0' 9' 9' N GREASE TRAP INVERT PER PLAN INVERT PER PLAN co ------------------------------------------------------- / 5' 2' o „ S W S/W 3 MPX 3.1 'yqX o 14.0 OF 6.0 2� 2�� STATE HIGHWAY MINUS PIT RUN IMPROVEMENTS Ln \ MP 3' TALL NOISE BUFFER 00 BERM PER CITY OF o SEEPAGE BED AREA MONITORING WELL 5 MONITORING WELL MERIDIAN STANDARDS N PER DETAIL ON PER DETAIL ON CONCRETE SIDEWALK THIS SHEET THIS SHEET CONCRETE SIDEWALK PER PROP. PAVEMENT SECTION PER "ACHD PER ACHD SUPPLEMENT � 50' NOTE: ACHD SUPPLEMENT TO ISPWC-709 LOCAL ROAD PAVEMENT SECTION" TO ISPWC SD-709 in N 1. PAVEMENT SECTION PER ACHD RECOMMENDED SD-709 DETAIL BELOW. t SEEPAGE BED PLAN VIEW STANDARDS. PROP. 6" VERTICAL CURB & PROP. 6" VERTICAL CURB & GUTTER GUTTER PER ACHD SUPPLEMENT PER ACHD SUPPLEMENT TO ISPWC TO ISPWC SD-701 0 ACHD LOCAL ROAD PAVEMENT SECTION sD-701 N F ACHD LOCAL ROADS TYPICAL SECTION- 0 N.T.S. N. ALAMEDA CREEK AVENUE (STA: 19+39.36 TO 23+57.96) _T f0 r SEEPAGE BED DETAIL SCALE: NTS I 15' HEIGHT NOISE w 47' R/W ATTENUATION WALL R U 8, 8, PLANTER PLANTER LL LEGEND LL N 0i WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER $ S/W 16.5' 16.5' 35' O 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED EASEMENT g C B/C L S U) O / / FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) I BUFFER 2 0 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER 13' S/W LL LLI 0 TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- n w Q CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS EASEMENT Y O �V 6' 1' 6' I-III II=III=III : 4 e ` s PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" -III-I °_ '- 0 `s 2' 10' 2'PIPE. DRILLED WELLS MAY USE 4" PIPE �� J"- NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK r5`W S/W MPX 3'� MgXI J w 03 POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LBS CY 3' \ 10 7. 0 AP BACKFILL MATERIAL TO MATCH STORAGE MEDIA OR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. 2.0q 2.0% STATE HIGHWAY J / 0 Q IMPROVEMENTS USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES py` 2 r 3 ^ , , ' a v_''°. --;°.A e. ,\ M ' TALL NOISE BUFFER �' BERM PER CITY OF W 5 3 NOTES: MERIDIAN STANDARDS O w PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR Q _ STORM DRAINAGE FACILITIES _ N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS Q 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD w W 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 0 0 U 51 E Q CC �~18„o �I G ACHD LOCAL ROADS TYPICAL SECTION a' O N.T.S. w iil N. ALAMEDA CREEK AVENUE (STA: 23+92.59 TO 26+40.55) It 3 X 8 III 3 O O O z W U 3 Li6 SECTION CONCRETE COLLAR i c/) > N.T.S. -� 15' HEIGHT NOISE Lu o o 47 /W I ATTENUATION WALL R U Q 0 o o o 4 Q H o- W 0 R o LL1 o 0 CONCRETE SIDEWALK PER $ `n PLANTER d ACHD SUPPLEMENT TO ISPWC PROP. PAVEMEN SECTION PER CONCRETE SID WALK w 9 g' S/W SD-709 "ACHD LOCAL ROAD PAVEMENT PER ACHD SUPPLEMENT 16.5' SECTION" DETAIL BEL16.5' I T135'3PWC SD 709 Q Q O CD LL o EASEMENT 6' VERTICAL CURB & B/C B/C PRO 6" VERTICA L/S & Co o LL GUTTER PER ACHD SUPPLEMENT GUT R PER ACHCBUFFEREMENT } } cn TO ISPWC D-70 TO I PWC SD-7(5' S/W m m z p0j a w EASEMENT 6' 1' 6' m LU UJ Z � 2 U S W 10 2' VARIES P 7 0 U d w z Lu cn Q o 0 0 2' 5' Q U) w O a / BMX 3' M S/W 3' qX Ld o 7 Q 2� 1 2 0% -----.:, STATE HIGHWAY SEAL w IMPROVEMENTS g c SECTION \ MP 2' TALL NOISE BUFFER N.T.S. S\ONAL eN BERM PER CITY OF CONCRETE SIDEWALK PER CONCRETE SIDEWALK MERIDIAN STANDARDS S \CENSFQ��F� ACHD SUPPLEMENT TO ISPWC PROP. PAVEMENT SECTION PER PER ACHD SUPPLEMENT Q �' a SD-709 "ACHD LOCAL ROAD PAVEMENT TO ISPWC SD-709 w � - o SECTION" DETAIL BELOW. 19524 g PROP. 6" VERTICAL CURB & 05 09 2024 o GUTTER PER ACHD SUPPLEMENT PROP. 6 VERTICAL CURB & s �0 V GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 OF 2017 ACHD REVISION 2017 ACHD REVISION TO ISPWC SD-701 PA a rn � 'S,9 F ATRICK o CDL M J M - 3 IDAHO STANDARDS IDAHO STANDARDS N r FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING ACHD LOCAL ROADS TYPICAL SECTION o _I NOT APPROVED FOR CONSTRUCTION OBSERVATION W E L_L_ S D - 6 2 7 CONSTRUCTION OBSERVATION W E L_L_ S D- 6 2 7 CONSTRUCTION (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 N.T.S. Y N. ALAMEDA CREEK AVENUE (STA: 26+94.89 TO 27+84.68) SHEET U o a C I .00 3 GROUND WATER OBSERVATION WELL DETAIL SCALE: NTS r 2 STREET SECTIONS SCALE: NTS 8 7 6 5 4 3 2 1 11 10 13 12 NOTES: 8" 8" F 42" DECK DRAWING BASED ON QUOTE#CVS112123 701A F POWER: 230/1/60 V/PH/HZ 2.5" ASPHALT CONCRETE z z 6" REF SLAB �24 TOTAL FLA: 67 A 4" AGGREGATE BASE ° FINISHED GRADE ALL SIDES WET WELL MAX DESIGN FLOW: 50 GPM a EXPANDED METAL 15 O MIN DESIGN FLOW: 15 GPM UP BOLTS ON ALL _ 26"WWq DISCHARGE PRESSURE: 45 PSI 4 CORNERS 21 1/2" flUu ® DISCHARGEq 1. SLAB DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. THE PROJECT ENGINEER SHOULD BE CONSULTED FOR 12" FINISHED GRADE a #4 REBAR 16" ON CONSTRUCTION DETAIL. SLAB AND PUMP HOUSE MUST BE P.C.CONC. 11" AGGREGATE SUBBASE BUILT IN ACCORDANCE WITH LOCAL BUILDING CODES. a CENTER BOTH 2.5" FL#150 2. FIELD-FITTING TO ANY EXISTING CONNECTIONS TO BE DONE WAYS ° ° ° ° BY ON-SITE CONTRACTOR. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 6" VARIES 6" E 0' 3. STATION WEIGHT APPROXIMATELY 8000 LBS DEPENDING ON MIN MIN ° OPTIONS AND PUMP SET E \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\// /\\\ w 0" DECK 4. 15 FT OF WATERTIGHT ELECTRICAL CONDUIT PROVIDED FOR 42" NEC OFF-DECK ELECTRICAL PANELS. GREATER LENGTHS(UP TO PROPERLY PREPARED NATURAL z REQUIRED -1 EARANICE 30 FT)AVAILABLE UPON REQUEST. SUBGRADE SOILS AND/OR STRUCTURAL Lu 2 Y _ Y ® 5HP SUBMERSIBLE PRESSURE MAINTENANCE PUMP SITE GRADING FILL EXTENDING TO p � w U ® VARIABLE FREQUENCY DRIVE PROPERLY PREPARED NATURAL m o AOM CONTROL BOX SUBGRADE SOILS w w � Lo 65 3/8" REF ® DISCONNECT WITH FAULT/RUN LIGHT cn w o O ® HDF SERIES FILTER FILTER W/ 120 MICRON SCREEN RESIDENTIAL ROAD SECTION 0 z a 10 THERMAL FLOWMETER D 11 4 GALLON BLADDER TANK D w N P>DISCHARGE ISOLATION VALVE(2" 150#) a g P>WET WELL ACCESS o r` 14 LOW LEVEL SHUTDOWN NOTE: THE BOX OUTSIDE ® 0 15 FILTER FLUSH LINE (3" NPT)- DISCHARGE TO ATMOSPHERE 3" ASPHALT CONCRETE ❑ ABOVE LAKE LEVEL(PLUMBING SUPPLIED BY OTHERS) » DIMENSION SHALL BE 4 x4' FOR 6 AGGREGATE BASE a a LINES THAT ARE 12" OR LESS - 32 7/16" DISCHARGEq I l i AND SHALL BE 6'4"x6'4" FOR ® ° LINES THAT ARE 36". 12" GRAVITY IRRIGATION BOX DETAIL SCALE: NTS C 327/16" C P.C.CONC. ° , 14" AGGREGATE SUBBASE00 00 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N 00 O 0" SLAB PROPERLY PREPARED NATURAL SUBGRADE SOILS AND/OR STRUCTURAL z SITE GRADING FILL EXTENDING TO PROPERLY PREPARED NATURAL N SUBGRADE SOILS co 1 � B SIGN BLOCK FOR PRODUCTION RELEASE 9 O 1713/4" COLLECTOR ROAD SECTION a) INSTALL WATERMAN MIN WATER 5 B m° C-10 HEADGATE OR LVL GENERAL ARRANGEMENT APPROVAL (INCLUDING ELECTRICAL REQUIREMENTS) o APPROVED EQUAL [20-0] SIGNATURE w IRRIGATION BOX LID WET WELL 14 NOTE: Tn DEPTH DATE- -- - - - -- -- - - - - - - - - - - 1. PAVEMENT SECTIONS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. u) CONTRACTOR TO VERIFY INFORMATION SHOWN HERE MATCHES THE CORRECT 0 TITLE GEOTECHNICAL REPORT. co w ^��.� ^` ��. ^��.� ^` UNLESS OTHERWISE DRAWN DATE PROJ.NAME . O �� �,� �,� NOTICE: SPECIFIED: SD 71/812023 6)Z 6" MIN THIS DRAWING EMBODIES CONFIDENTIAL PROPRIETARY FRACTIONAL ,S t18. DESIGNED GATE RQ A PRIVATE STREET PAVEMENT SECTIONS SCALE: N T S y TOLERANCE SD 12212023 A DESIGN MANUFACTURING, SEA AND SALE RIGHTSALL SYSTEMS ARI DN. Q X DESIGN,MANUFACTURINQ USEAND SALE RIGHTS RE- SCALE TUCSON,ARZONA IPROJ.NO. m Q SUBMITTED UNDER A CONFIDENTIAL RELATIONSHIP FOR HOLED t132 1.20 TITLE DRAWING NUMBER A SPECIFIC PURPOSE AND THE RECIPIENT AGREES BY DO NOT SCALE DRAWING c (n z ACCEPTING THIS DRAWING NOT TO SUPPLY OR DISCLOSE ANGULAR =¢2• uSTNDDIFIEDI„VERSIM 1X 5HP-SUBMERSIBLE APPROVAL -A LV ANY INFORMATION REGARDING IT TO ANY UNAUTHORIZED PUMP Mirz SPECIAL FPERSONLEATURE UNIQUEINCORPORATE TO THIS DESIGN ALL PATENT OTHER PROJECTS DECIMAL x =•Ta• $olidWarks 2020 PART NO. REV. I W CHECK WALL OR RIGHTS HERETO ARE EXPRESSLY RESERVED. TOLERANCE xlxx=:p,o DWPERANSILS SHEET 10F2 Y o BOARDS AS CHECK NOTCHES o REQUIRED 8 1 7 1 6 1 5 4 1 3 2 1 ic "' 8 7 6 5 4 3 2 1 r 6" MIN. �v ui 3 � m F ° F LL O .0LL 0 o O O Mir LL OUTSIDE BOX w Z Q E DIMENSION O (D W o PIPE O.D. + 2' MIN. \ N J NW Z J > Q E E J > O .3 Q) 1 2 TYP. WEIR STRUCTURE DETAIL SCALE: NTS 0 O Lu U O L-_1 0 O IW I I U ° U C N N Q a U 0 D D N N PULL HANDLE LOCATION TO BE ON 0 0 o Z ACCESS ROAD SIDE OF 3 80X � N co SEE DETAIL OUTSIDE BOX 5# EXPANDED METAL TOP. 00 co c ti ti ti 3 112" DIMENSION - 2" REINFORCE WITH CROSS = T_ ° BARS TO MEET PIONEER o IRRIGATION DISTRICT W 12 AAY C J Q STANDARD SECTION 1210 C ° Q 0 n O U LL w c U = a co (�j� Lu L U5 o FLOW z0 ----- ---- FLOW Q Q o cn cn o LL 6) NoX m m o co w pip z M _ Z Z W U of Y O w z B U U Q o G iQ cn w O w 0 E 2 3 0.D. 1/3 0.D. B o o U 0- o = QSEAL U N EPDXY EYEBOLT PULL HANDLE DETAIL EMBEDDED 3" MIN. (4) 3/8"0 EPDXY ANCHOR FOR LOCKING PROVIDE BOLT 4" LONG WITH 3" o N 2" LONG x I" WIDE MINIMUM EMBEDMENT AT Q�o \�NEAN F�%FF�, a OPENING EACH CORNER OF 113 O.D. LLI p I PORTION OF LID. UNLESS OTHERWISE DRAWN JDATE PROJ.NAME 19524 U A NOTICE: SPECIFIED: SD 72BI2023 -o THIS DRAWING EMBODIES A CONFIDENTIAL PROPRIETARY FRACTIONAL __718. DESIGNED DATE /� 05/09/2024 c SD 121812 0 2 3 A TOLERANCE 00 DESIGNORIGINATEDRING,U EANDS LE RIGHTS ALL TUCSON,ARIZONA Q DESIGN,MANUFACNRING,USE AND SALE RIGHTS RE- SCALE PROJ.NO. v O a 3�8nX4>>X�n GARDING THE SAME ARE EXPRESSLY RESERVED IT IS DRILLED =i 1132` 1:20 c ASPECT DUNKED E UNDER A CON AND THE RELATIONNT SHIP HOLES DO NOT SCALE DRAWING TIRE SUBMERSIBLE DRAWING NUMBER �yF TF OF o NYLON LOCK NUT ACCEPTING THIS DRAWING NOT TO SUPPLY OR DISCLOSE ANGULAR =t2 USTnaaFlEDI„vEaso„ I 5HP-SUBMERSIBLE APPROVAL -A ATRICY� p 0 SQUARE U BOLT ANY INFORMATION REGARDING IT TO ANY UNAUTHORIZED PUMP OR INCORSalidVJorks 2020 PART NO. REV. IL Y f SPECIAL FEATURE UNIQUE THIS DESIGN ALL PATENT DECIMAL x ='Tao O W/ METAL STRAP RIGHTS HERETO ARE EXPRESSLY RESERVED. TOLERANCE xmxx-jo DWPERANSOLS SHEET 20F2 M J V — `m o 8 7 6 5 4 3 2 1 NOT APPROVED FOR 3 TYP. IRRIGATION BOX LID DETAIL SCALE: NTSJ 4 IRRIGATION PUMP DETAIL SCALE: NTS CONSTRUCTION " Y SHEET S o aic EPDXY BONDING AGENT BETWEEN WESTERN WASHINGTON EASTERN WASHINGTON NOTES J PILASTER AND BASE PLATE FOR TAPERED HOLE FOR WEDGE HEAD OPTION SHOWN- WIND AND SEISMIC LIMITATIONS EXPOSED EXPOSED ROD "A"THREADED BAR OPTION NO TAPER FOR ANCHOR BOLT OPTION WITH HOLE F WIND PEAK SEISMIC GROUND WALL HT ROD "A" LAPSPLICE WALL HT ROD"A" LAPSPLICE w SHAFT DEPTH ANCHOR BASE PLATE SHAFT DEPTH ANCHOR BASE PLATE ❑ DIAMETER ROD"A"DIAMETER+1/16"(TYP.) WIND w BAR"B" BOLT BAR"B" BOLT 1. All rods"A"and Anchor bolts shall be per ASTM F1554 grade 105. zi EDGE OF PANEL-SURFACE LOCATION EXPOSURE VELOCITY ACCELERATION COEFFICIENT w H D1 D2 DIAM. Y DIAM. F Q T H D1 D2 DIAM. y z TREATMENT NOT SHOWN (MPH) ON ROCK,SITE CLASS B(9) ❑o DIAM. F Q T 2. Anchor Bolts, Nuts, Washers and Rod "A" shall have a protective ROD "A"(TYP.)-SEE WESTERN SPARSE 6'-0" 5'-6" 4'-6" 1/2" 4-#4 2'-3" 1/2" 1 1/8" 1 21/32" 1 1/2" 6'-0" 4'-9" 3'-9" 1/2" 4 #4 2'-3" 1/2" 1 1/8" 1 21/32" 1 1/2" coating of either Hot Dipped Galvanizing per AASHTO M232 for wi TABLE FOR DIAMETER WASHINGTON SUBURBAN 100 0.45 I 8'-0" 6'-6" 5'-3" 5/8" 4-#4 2'-9" 5/8" 1 1/8" 1 21132" 1 1/2" 8'-0" 5'-3" 4'-6" 1/2" 4-004 2'-3" 1/2" 1 1/8" 1 21/32" 1 1!2" hardware or AASHTO M111 for Washers and Plates. Q EASTERN SPARSE LL m FINISHED GROUND 80 0.19 10'-0" T-3" 6-0" 3/4" 4-#5 3'-0" 3/4" 1 1/8" 1 21f32" 1 1/2" 10'-0" 6'-0" 5'-0" 5/8" 4-#4 4'-0" 518" 1 1/8" 1 21/32" 1 1/2" 3. For intermediate wall heights, use the next higher H. WASHINGTON SUBURBAN 3 SLOPED GROUT OPTION O O Z 12'-0" 8'-3" T-0" 7/8" 4-#6 T-9" 7/8" 1 118"' 1 21f32" 1 1/2" 12'-0" T-3" 6'-0" 3/4" 4-�#5 4'-0" 3/4" 1 1/8" 1 21/32" 1 112" 4. Panels shall have at least 3 feet of level ground on each side. oBLOCKOUT IN PANEL-TO BE SECTION F FOUNDATION DESIGN 3 14'-0" 9'-0" T-6" 1" 4-#6 6'-0" 1' 1 318" 2" 2" 14'-0" 8'-0" 6'-9" 7/8" 4-#6 4'-0" V8" 1 1/8" 1 21/32" 1 1/2" 5. The Contracts specifies actual foundation requirements for D1 or D2 FILLED WITH GROUT TYPE 2 TOP OF GROUT(TYP.) p q AFTER SETTING PANEL(TYP.) V_ __T SOIL ANGLE OF INTERNAL ❑ 16'-0" 9'-9" 8'-3" 1 1/4" 4-#8 B'-0" 1 1/8" 1 3/8" 2" 2" 18.-0" B'-9" 7'-3" 1" 4-#6 6'-0" 1" 1 3/8" 2" 2" and location of Western WA and Eastern WA. TYPE FRICTION,a(DEGREES) 18'-0" 10'-6" 8'-9" 1 IIA"* 4-#6 10'-0" 1 1/4" * * 2 1/4" 18'-0" 9'-6" 8'-0" 1 1/8" 4�-#7 6'-0" 1 1/8" 1 3/8" 2" 2" O VERTICAL GROUT OPTION I. 6. Maximum panel length shall be 12 feet. . I � SHAFT AND D1 32 20'-0" 11'-3" 9'-6- 20'-0" 10'-0" e'-6" 1 1/4" 4_#7 g'_3" 1 1/4" 1 3/8" 2" 2" E — -- - 1 -- PILASTER 7. Materials shall meet the requirements of Standard Specification D2 38 22'-0" 12'-0" 10'-0" SPECIAL DESIGN REQUIRED 22'-0" 10'-9" 9'-0" Section 6-12 and Special Provisions Section 6-12. EDGE OF PANEL-SURFACE SPECIAL DESIGN REQUIRED P BASE PLATE ~ TREATMENT NOT SHOWN 24'-0" 12'-6" 10'-6" 24'-D" 11'-3" 9'-6" r 1"MIN. 3"MAX. W GROUT TYPE 2 - 4 11l16" �k ONLY ANCHOR BOLT OPTION FOR ROD"A"ALLOWED, SHAFT 8 SHAFT 8, (TYP.) ANCHOR BOLT PILASTER WEDGE HEAD OPTION NOT ALLOWED BASE PLATE z } WASHER(TYP.)ASTM A563 T SET THEWITH TM F436 ELEVATION 2 1/4 1'-1!2" (TYP.) #3 SPIRAL Z SHAFT � -- � I w (TYP. SEE TABLE FOR WEDGE HEAD OPTION TYP.) TAPERED HOLE DIMENSIONS.-NO TAPER BAR"D"#3 @ 1'-0"MAX. . W OF THE LEVELING NUTS BEFORE I _ � Z W SETTING THE PANEL 3" 11" FOR ANCHOR BOLT OPTION HOLE DIAM.= B i`t \ SHAFT O (— ANCHOR BOLT - ASTM F 1554 ) - _ 1I ROD"A"DIAM.+1/16"(TYP) r U (TYP.) /� • • '� a t I _ � 3!4 CHAMFER m Q (TYP.)-SEE TABLE FOR I CONSTRUCTION JOINT WITH - — _ _ _ _ _ w DIAMETER ROUGHENED SURFACE BASE PLATE T x T-5"x 1'-5" co I — C7 — CB 1¢ �6 U �_ ASTM A36,GALVANIZED, W O (EMBEDDED WITH GROUT TYPE 2) I i I I I I I I I i ( ) AR B F a U — m • / 2"CLR. 0 Z • SHAFT TO PANEL CONNECTION DETAIL m -- — -- — -- — --�—�-- — = M � N — m 1O SI­ EITHER OPTION ACCEPTABLE TO GROUT BLOCKOUTS, ' w Q m ANCHOR BOLTS AND BASE PLATE TO THE LIMITS SHOWN t3J y ai ------- — —-—-—- —-—-— — TI 1>J = PRECAST CONCRETE (TYP.) w N — _— _ _ _— _ _—�—�—_ _ I — PANEL WITH PILASTER 5 1/2" #6 TYP. —� I ' �' o 51/2" a❑ CO m I WALL TO BE m SET PLUMB 2'-6" SLOT FOR ANCHOR BOLT= 2" `'' t L — n F (ANCHOR BOLT DIAMETER+1/4")x 2 1/2" " I i I I I I I I (2)Roo'•A•• - (a LL — SECTION CO ROD"A"- 5 114" 5" 3/4" BLOCKOUT IN PANEL I — � (2)BAR"B" ¢ w __ SHAFT REINFORCEMENT SHOWN ACCEPTABLE DEFORMED 3/4"CHAMFER (TYP.) (TYP.) (TYP.) i I °0 ¢ 00 FOR HEIGHTS"H":5 18'IN WESTERN WASHINGTON ROD "A"-SEE REINF.BAR ALL CORNERS V.5. I I I I I I I I I I j w to z 3'-0"MIN. AND HEIGHTS"H":5 20'IN EASTERN WASHINGTON JAM NUT 0 I FINAL GROUND LINE I I t _J ¢ TABLE FOR DIAM. I — T— — --T—�--T— FINAL GROUND LINE F SECTION 0 I I I I I I I ' atn v 2 ASTM A583 NUT WITH BASE PLATE DETAIL I I g Z Z _ a 1 MAX. ASTM F436 WASHER (SHAFT NOT SHOWN FOR CLARITY) y. ¢ `" — � OR WASy!C I i -'- ~r--i BASE PLATE °D o o 2 M ih GROUT ��� WAS co T r I I I I I I I I r " SHAFT TO PANEL CONNECTION cm�l SHAFT AND It 1/2" ; --- 1-L----- ---L _ — C�` Ali --------------------------------------------- � � s SEE DETAIL, SHEET J y O N LE DIAM. BOLT SHAFT U SHAFT ROD"A" ROD"A" DIAM.H01/8" (SEE TABLE) PILASTER ELEVATION o ANCHOR BOLT OPTION WEDGE HEAD OPTION ry ° o ////.n �\ •{ — �. IR 9 �O� D j�27695 ��L� I a U I I ®�{, t��!_', 27695 Z ASTM F1554 GR 105 FOR ALL HEIGHTS "H" ASTM A706 GR 80 AS ALLOWED PER TABLE, �s "AL E� G� J a N ANCHOR BOLTS-SET BOLTS �d 'U/tAL C�� FOR HEIGHTS"H"<16'IN WESTERN WASHINGTON — — (ANAL 1, O I WITH TEMPLATE, USE NUTS J'IONAL V, AND HEIGHT"H"<20'IN EASTERN WASHINGTON 4 2 2" 1'-5" C I I TOP 8,BOTTOM OF TEMPLATE F j Khaleghi,Bijan BAR "D"-#3 ( ) ROD "A" TYP. = w I g j M BAR "B" TYP. (TYP.) TO SECURE LOCATION Khaleghi,Bijan f✓�jG"_9Aa �"Apr 30 2014 3:43 PM ALTERNATE VERTICAL a 4a Bej� ze �C, glv� Apr 30 2014 3:42 PM ^ m BENDING DIAGRAM �'¢ — —1— — BARS AS SHOWN BAR "E"#3 STIRR. 0 • • w❑ 8 ANCHOR PLATE NOISE BARRIER WALL 5_ ❑ t=» SEE DETAIL, SHEET 2 NOISE BARRIER WALL`���:' VARIES WITH A VARIES AT ANCHOR ROD BLOCKOUT - I " «I -- BAR "F"-#3 VARIES E — TYPE 11 "' I BAR c #3 ___� TYPE 11 m - -� — _ - ------------ ----- ----------------------- = m — .-- i� • • . o ---------- ---------------------------- STANDARD PLAN D-2.36-03 -T ---T---- - -- T--- •I— I STANDARD PLAN D-2.36-03 i•�i VARIES TO N 1- �' MATCH ANGLE _ ------------------------------------------ - 1 1/2" 1 1/2" `� SHEET 2 OF 3 SHEETS .1 SURFACE TREATMENT SHEET 1 OF 3 SHEETS 2 0" 7 3/4" APPROVED FOR PUBLICATION AS REQUIRED 3" 3" a"UBLI P.— i7 ANCHOR SPIRAL .5 �� WITH TWO TURNS APPROVED FOR PUBLICATION PANEL LENGTH T «a Jun It 2Ut41:22 PM PANEL LENGTH-12'-0"MAX. SECTION BO TOP AND BOTTOM �� Bn II 2ak 014a122 PM U) 1'-2" STATE DESIGN ENGINEER O STATE DESIGN ENGINEER I BAR"C" BAR"E" BAR"F" Washington State Department of Transportation co Ank SECTION A TYPICAL SECTION Washington State Department of Transportation ANCHOR PLATE DETAIL -„ -„ 0 U N N C O S T N E R O _T N r SHAFT(TYP.) 5'-0"MAX. (TYP.) W 3 _j SEE DETAIL AO w ❑ ----------- -- ----- -................................ - - --- -- - ---- -- ---- -----I. 5'-0"MAX.(TYP.) - --,�� - J . •• "---_• - LL w - �/� - - \ --- -- ----LL - ---__.—_---_:------- -------- ------__ LL r^ V-- --------- ---------- -- - -- -- I` •• - -----------------------', -- - O z � SHAFTS AND � / �1 PILASTERS I MIrI I 1 yam, I. ,�.. ,, w � 2 o ❑ LL Q .E ANGLE POINT 4„ 1 5 END OF O CANTILEVERED �•� 2'. WALL CC o \"� END OF PANEL _(TYP-_) M G NW O C L PILASTER PILASTER 1/2"SEAL II 3 AND SHAFT AND SHAFT -----------A I�•!�+ �!•s L.L Uj E BAR"C"-#3(TYP.) BAR"C" #3(TYP.) •--- 90° MAX. W O p C BAR"F„�#3 --- - - --- \ 1,_5„ 2„ BAR"E"-#3 STIRR. BAR"F" #3 BAR"E"-#3 STIRR. \ G +� (TYP.) o BAR"B"(TYP.) BAR"B"(TYP.) KEY JOINT(TYP.) DETAIL AO W I- . ROD"A" (TYP.) ROD"A" (TYP.) 0 LL . LL --------------------------- ----------- U z BAR"D" #3(TYP.) z BAR"D" #3(TYP.) tO / ' tO ` 180° + 2.5° MAX. 1/2"NOISE SEAL 2" (TYP) 20° MAX. 20° MAX. P/ StER PANEL LENGTH- 12'-0"MAX. (TYP.) 3 ANDSH r P pSHA� END PANEL OPTIONS CN 00 0 0 ANGLE POINT— ON SHAFT p o ANGLE 2.5°TO 20° f f f = TOP OF ADJACENT W a I- 6"MIN. PANEL- LEVEL(TYP.) W Q o y GJ ¢ ti ¢ 2'-0"MAX. Q a = I� _ -------------------------- ------------ ca o a ��_ BAR"F„-#3 TOP OF ����a WASP/ CO __ _ BAR"E"-#3 STIRR. STANDARD PANEL PILASTER ,act, _ U) 5 BEND AS SHOWN — p 11` ANGLE TOLERANCE = a I BAR„F" #3 4• BAR"C" #3 w I• BEND AS SHOWN W o 1, _ 2 2 O II• BAR"C„-93 o .S, g Q Q CD LL ° r- i_ 1/2"NOISE SEAL FOR 'P ` CD ENTIRE HEIGHT OF WALL ®�,� 2769�r �w m } 6 ROD"A"(TYP-) ROD"A"(TYP.) AL 1 Q 00 Z F 1 BAR"B"(TYP.) F / 01) W v LL LL w t� ¢ - — LV ¢ L - , BAR"B^(TYP.) I®NAL °° LU LU CO / . BAR"E" #3 STIRR. . ELEVATION VIEW Z Y w o W Z o • • 2" 2" / _/" �" " Khaleghi,Bijan �j U Q o STEP DETAIL ✓(�ILV KY44{�#, yt t. Apr 30 2014 3:44 PM w = O w = Q N Oi / 20°I MIN. ~ 20° MIN. NOISE BARRIER WALL a � � 9tio�vs�'� �,�„���-,� TYPE 11 SEAL ID UW tsyq�F,� �'P ;n 'v m r STANDARD PLAN D-2.36-03 > L PILASTER PILASTER P� SHEET 3 OF 3 SHEETS 5\ONAL E AND SHAFT AND SHAFT v g OFFS DENS 0 N V, c� APPROVED FOR PUBLICATION Q� �\ FO n ON SHAFT ��. Jun Ill 20 4 Pasco 23 PM ANGLE POINT^r W m ANGLE 20° TO 9O° STATE DESIGN ENGINEER 19524 U PLAN VIEW Washington State Department of Transportation 05/09/2024 a o SHEAR-KEY DETAIL �� cy qTF OF M IL 6, M O Y � J L � pATR I C`�� p UI a NOT APPROVED FOR m o CONSTRUCTION Y )"NOISE BARRIER WALL TYPE 11 DETAIL SCALE: NTS SHEET 0 o a EPDXY BONDING AGENT BETWEEN TAPERED HOLE FOR WEDGE HEAD OPTION SHOWN WIND AND SEISMIC LIMITATIONS S_ SHAFT& NOTES PILASTER AND BASE PLATE FOR NO TAPER FOR ANCHOR BOLT OPTION WITH HOLE BASE PLATE ROD "A"THREADED BAR OPTION DIAMETER=ROD"A"(IN)DIAMETER+1116"(IN)(TYP.) F WIND PEAK SEISMIC GROUND BAR"D"#3 @ 1'-0"MAX. 1. All rods"A" and Anchor bolts shall be per LOCATION WIND VELOCITY ACCELERATION COEFFICIENT ASTM F1554 grade 105. EDGE OF PANEL-SURFACE ROD "A"(TYP.)-SEE EXPOSURE (MPH) ON ROCK, SITE CLASS B(g) � TREATMENT NOT SHOWN TABLE FOR DIAMETER W D B N IY 2. Anchor Bolts, Nuts, Washers and Rod "A" shall WESTERN SPARSE ❑ v have a protective coating of either Hot Dipped FINISHED GROUND WASHINGTON SUBURBAN 100 0.45 ❑ p g pp J ---- ------------------ Galvanizing per AASHTO M232 for hardware 3" EASTERN SPARSE z t I 0 SLOPED GROUT OPTION 80 0.19 t (2)BAR 'B" Q X WASHINGTON SUBURBAN W I ¢ z 3/4"CHAMFER(TYP.) or AASHTO M111 for Washers and Plates. BLOCKOUT IN PANEL-TO BE vi SECTION OF I I FILLED WITH GROUT TYPE 2 TOP OF GROUT(TYP.) } --------------------- — CO o ¢� 3. For intermediate wall heights, use the next FOUNDATION DESIGN _� higher"H". AFTER SETTING PANEL(TYP.) In1 I # SURFACE TREATMENT g t SOIL ANGLE OF INTERNAL t _ _ AS REQUIRED 4. Panels shall have at least 3 feet of level round W I TYPE FRICTION, a DE ----------------------- g ❑ VERTICAL GROUT OPTION PILASTER (DEGREES) — — 1° v on each side. _- AND SHAFT D1 32 I I I I ;, m OPTIONAL 5. The Contract specifies actual foundation require- E - - EDGE OF PANEL-SURFACE z ------ — CONSTRUCTION f TREATMENT NOT SHOWN D2 38 —� I I ments for D1 or D2 and location of Western BASE PLATE — ��r- r-----------------------— — i JOINT WA or Eastern WA. 1"MIN.-T MAX. I 1 4 11/16" I ------------� i I ` OFFSET GROUT TYPE 2 (2)ROD"A" m 1 (TYP.) r I _ LL 4'-0"MIN. 6. Maximum panel length shall be 12 feet. > --- --}} LU ASTM A563 NUT WITH ASTM F436 2 1/4^ I I 7'-1/2" i w - — 7. Materials shall meet the requirements of Stan- SHAFT — --- —1' WASHER(TYP.)SET THE ELEVATION I 3/4" 1/2" 3/4" -------------- --------- �.L — I rr _ q (TYP.)I I r , I ¢ w a �' dard Specifications Section 6-12 and Special z --� SETTING THE PANE OF THE LEVELING NUTS BEFORE 3" 1 1 11-__ / I ----------- ----------- :L i L 0 Q BARRIER ER CONCRETE MIN.CD 0 Provisions Section 6-12. P W BLOCKOUT IN PANEL (TYP.) '� r 7 I I I z w ANCHOR BOLT ASTM ( 1 p _-__-____ _ _ _ ___ -____ I 11 8E9ANDE0 8. Concrete Barrier shall be MASH compliant with O P) T_ FINAL GROUND LINE __ _ _ __ (TYP.) SEE TABLE FOR I CONSTRUCTION JOINT WITH I — DIAMETER ROUGHENED SURFACE m ° + --------------------t-I- - - = ailing test level of TL 4 or less. a m BASE PLATE T x 1'-5"x 1'-5" a r a ° i — (2)BAR"B" M v _ - ¢ " > o _ i' g 9. Sin le Sloe Concrete Barrier is W ASTM A36,GALVANIZED, p L— I 3' 0"MIN. g p W --------------------- (EMBEDDED WITH GROUT TYPE 2) '}' J —C v T _I } ¢ shown. Other MASH compliant LU to DETAIL O r } ;' „;I I _ -4 m FINAL GROUND concrete barrier shapes are o —_ -_—_—_ _—_—_-_ N DUMMY JOINT DETAIL ___ --------------------------I--� permitted. TO PANEL CONNECTION 1 F l� �_ CAST IN PLACE BARRIER OPTION �0 ` t �M 10. The concrete barrier embed- SHAFT �, (SEE NOTE 9-SHEET 1) BASE PLATE SHAFT z MIN. minimum shall be 3" minimum, N EITHER OPTION AVAILABLE TO GROUT BLOCKOUTS, —I z SEE SHAFT TO PILASTER c�(� g " or as required for the concrete ¢ o ANCHOR BOLTS, BASE PLATE TO LIMITS SHOWN { ` o — CONNECTION DETAIL- Q CD ELEVATION r SHEET 2 barrier selected. SLOT FOR ANCHOR BOLT= (ANCHOR BOLT DIAMETER+1/4")x 2 1/2" 2" 51/4" 5" 3/4" — — GROUT SEE WEDGE HEAD OPTION FOR a a 3/4"(IN)CHAMFER- (TYP.) (TYP.) TAPERED HOLE DIMENSIONS.NO 4" ALL CORNERS 1'-5" TAPER FOR ANCHOR BOLT OPTION 1/2"NOISE SEAL FOR 2" SURFACE TREATMENT BAR "B"(TYP.) 2' 1'-5" ROD "A" (TYP.) SHAFT SHAFT& HOLE DIAM.=ROD"A"DIAM.+1/16" (TYP.) ENTIRE WALL HEIGHT AS REQUIRED BAR "D"'-#3 ANCHOR BOLT PILASTER ALTERNATE VERTICAL (TYP.) #3 SPIRAL O BARS AS SHOWN SECTION BAR"F"-#3 OR (TYP.) BAR"E"#3 STIRR. BAR„L„_#3 II n U �— Co /� 2"cLR. BASE PLATE DETAIL 1 BAR"C"#3 / a ANCHOR BOLTS SET BOLTS LO BASE PLATE, SHAFT AND TRAFFIC BARRIER i/ �— -- -- __ O I WITH TEMPLATE. USE NUTS \ NOT SHOWN FOR CLARITY �L --------- G TOP&BOTTOM OF TEMPLATE Vf4z LL B•. L' _ I TO SECURE LOCATION �� W �� 00 w� -- - '. i- � -- ��� of wAsy� o�r PANEL LENGTH-12'-0"MAX. 0 a I _ �� OF ASy� pj� L N ` d° W C , c PILASTER R 1/2 5�� ti M ANCHOR PLATE F AND SHAFT 8-#6 SEE DETAIL, SHEET 2 O N S �• HOLE DIAM.=BOLT DIAM. �, SECTION OA —� I o to r -----� O #6(TYP.) +1/8"(IN) (SEE TABLE) �\ ® D 27695 ROD"A"-DEFORMED 5 1/2• � � � ct, PLAN __ —+ � � cy REINFORCING BAR O ® GC�,�27695 cv ROD "A"-SEE TABLE 0 5 1/2" A� ANAL E 1� •� �4' FOR DIAMETER JAM NUT 0 -I - — — —"—. ' sg J ��1G * ONLY ANCHOR BOLT OPTION FOR ROD"A"ALLOWED'- �y 'yq J 't F- 2'-6" ®NFL WEDGE HEAD OPTION NOT ALLOWED ONt1L ANCHOR SPIRAL o � WESTERN WASHINGTON EASTERN WASHINGTON WITH TWO TURNS M �,¢ _- - ___ _____ Aug 13,2021 EXPOSED EXPOSE Aug 13,2021 ASTM A563 NUT WITH x t -� - SHAFT DEPTH LAP- ANCHOR BASE PLATE SHAFT DEPTH LAP- ANCHOR BASE PLATE TOP AND BOTTOM 0 ASTM F436 WASHER SECTION OC to WALL HT WALL HT ROD"A" „ " ^ - ROD "A" BAR"B" SPLICE BOLT BAR B SPLICE BOLT NOISE BARRIER WALL H D1 D2 Y DIAM. F Q T H D1 D2 DIAM. Y DIAM. F Q T O NOISE BARRIER WALL SECTION B o TYPE 14 6'-0" T-9" 6--3" 3/4" 4-#4 3'-0" 3/4" 1 1/8" 1 21/32" 1 1/2" 6'-0" T-9" 6'-3" 3/4" 4-#4 3'-3" 3/4" 1 1/8" 1 21/32" 1 1/2" TYPE 14 m 8'-0" 7'-9" 6'-3" 3/4" 4-#4 3'-0" 3/4" 1 1/8" 1 21/32" 1 1/2" 8'-0" T-9" 6'-3" 3/4" 4-#4 3'-3" 3/4" 1 1/8" 1 21/32" 1 1/2" o STANDARD PLAN D-2.46-02 STANDARD PLAN D-2.46-02 � N ROD"A" ROD..A" 1 1/2" 10'-0" T-9" 6'-3" 3/4" 4-#5 V-0" 3/4" 1 1/6" 1 21/32" 1 1/2" 10'-W T-9" 6'-3" 3/4" 4-#4 4'-0" 3/4" 1 1/8" 1 21/32" 1 1/2" TYPICAL SECTION SHEET 2 OF 3 SHEETS SHEET 1 OF 3 SHEETS .2 ANCHOR BOLT OPTION WEDGE HEAD OPTION 3" 3" APPROVED FOR PUBLICATION 12'-0" 8'-0" 6'-9" 7/8" 4•-#6 3'-9" 7/8" 1 1/8" 1 21/32" 1 1/2" 12'-0" T-9" 6'-3" 3/4" 4-#5 4'-0" 3/4" 1 1/8" 1 21/32" 1 1/2" APPROVED FOR PUBLICATION 14'-0" 9'-0" 7'-3" 1" 4 #6 6'-0" 1" 1 3/8" 2" 2" 14'-0" 8'-0" 6'-6" 7/8" 4^ 4'-0" 7/8" 1 1/8" 1 21/32" 1 1/2" 2" ` - 401- Aug3 2021 Aug3 2021 `0 ASTM A706 GR 105 FOR ALL HEIGHTS"H" ASTM A706 GR 80 AS ALLOWED PER TABLE, g , g , o 16'-0" 9'-9" 8--0" 1 114" 4-�#6 8'-0" 1 1/8" 1 3/8" 2" 2" 16'-9" 8'-6" 7'-3" V 4-#6 6'-0" 1" 1 3/8" 2" 2" s FOR HEIGHTS"H"516'IN THE WEST STATE DESIGN ENGINEER STATE DESIGN ENGINEER (6 AND HEIGHTS"H"<_18'IN THE EAST ANCHOR PLATE DETAIL �Washington State Department of Transportation 18'-0" 10'-3" 8'-6" 1 114' 4-#6 10'-0" 1 114" * �C 2 1/4" 18'-0" 9'-3" 7'-9" 1 1/8" 4•-#7 6'-0" 1 1/8" 1 3/8" 2" 2" �1 Mir Washington State Department of Transportation 0 0 N N C O S T N E Y 0 _T N O w BENDING DIAGRAM � 5'-0"MAX.(TYP.) VARIES TO I I VARIES TO I LL o MATCH ANGLE MATCH ANGLE ------ O rt-----------_ . .. � — O - �/'� 0 PANEL LENGTH MINUS 8" PMIr MNNUS EN 9TH 0 J E J T W BAR"F" BAR"L" 1 Y o 1'-2 7/8" 4.. 2" 1' S i v LL] 0 0 o VARIES WITH h (TYP.) i _ N z ANGLE END OF �� J w END OF ! w Z c LL / I i I PANEL -� I. WALL } m 3 1'-07/8" ------------I 0 1'-0" 7 3/4" f V. •• /-� L � BAR"C" ------------- BAR"E" - i L .. � - - - -----------❑ II / I I /I i LL.I O Uj ZS VARIES AT ROD BLOCKOUT o a w 1 0. 4_1 0 1'-5" 2" 1'-5" 1 (TYP.) I Uj i QI o KEY JOINT(TYP.) 1 OFFSET 1 4'-W MIN. - -------- o �— ——————— — N tI II BAR„D,-#3 , - ---------------------------------------------- - , a 2'-0"_1 I I BAR"F"#3(TYP.) m a MIN. 3 FINAL GROUND SURFACE TREATMENT 2" 1'-5" 1 O O O Z> LINE N N N 3 PANEL LENGTH 12'-0"MAX. (TYP.) �P) I O c vJ END PANEL OPTIONS C9 BAR"L"#3 Ij j Q CONCRETE BARRIER- Q a SEE NOTES 8,9, &10 � A U a SECTION O TOP OF ADJACENT �� SF �F -.A�yl�G XX = a / PANEL^ LEVEL(TYP.) ��Q" y 6"(IN) MIN. rk W 0 2'-0"MAX. O 0 TOP OF c� O 0 LL 180°+ 2 1/2"(IN) PILASTER 0 GE�q�27695 c�, 0) - MAX 1/2"(IN) NOISE �L/I, 'tAL El`�G`` ��5� m 00 Z O < = SEAL 2" 2" �10NAL t m LuLu U CO 0 cn .� Z (Zi) Y LI O Q o Aug 13,2021 w = O Q 2 NOISE BARRIER WALL Ld " a 9 A - TYPE 14 SEAL W 1O M �� N " -- -------- - - STANDARD PLAN D-2.46-02 J > rn SHEET 3 OF 3 SHEETS EN ----- --- ----------------------------------- ---------j r APPROVED FOR PUBLICATION 1/2"(IN) NOISE SHEIGHEAL T OF WALL Aug Aug 13,2021 NSFO FF�, W n ELEVATION VIEW PLAN VIEW STATE DESIGN ENGINEER 19524 STANDARD PANEL � 05/09/2024 ANGLE TOLERANCE STEP DETAIL SHEAR-KEY DETAIL �I/ Washington State Department O o a -" M LL N qFl �F M O r pATR I C`�� p UI 0 NOT APPROVED FOR m o CONSTRUCTION Y NOISE BARRIER WALL TYPE 14 DETAIL SCALE: NTS SHEET 0 o a OFFSITE IMPROVEMENT PLANS FOR MCD RMOTT VILLAG MERIDIAN , IDAHO w z w z w � m a ¢ w cn U co w O o z BASIS OF BEARING GENERAL PROJECT NOTES W N THE BASIS OF BEARING IS GRID NORTH ON THE IDAHO STATE PLAN COORDINATES SYSTEM(NAD 83).WEST ZONE,AS DETERMINED BY GLOBAL POSITIONING SYSTEMS Qco METHODS.ANY DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S.SURVEY FEET.AS SHOWN ON SURVEY. T7 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL 0 0 COMPLY WITH IDAHO CODE CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE W MCM I LLAN RD CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.CALL DIGLINE, INC.,48 HOURS BEFORE COMMENCING ANY UNDERGROUND WORK AT 811 OR 208-342-1585. a a BENCHMARK ® M 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS ® CONSTRUCTION(ISPWC). AS SHOWN ON SURVEY. 3. CONTRACTOR SHALL REPAVE TO EXISTING GRADES ANY PAVED AREAS DISTURBED BY CONSTRUCTION. TITEEITMI 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPACTION TESTS FOR SUBGRADE AND PAVEMENT IN ACCORDANCE WITH CITY OF MERIDIAN BACKFILL STANDARDS. 5. ALL NON-COMPACTABLE MATERIALS SHALL BE REMOVED PRIOR TO COMPACTION OF SUBGRADE. L N LEGAL DESCRIPTIONrl- alfCONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS. 00 O N 7. SITE TOPOGRAPHIC SURVEY AND ROAD TOPOGRAPHIC SURVEY PROVIDED BY THE LAND GROUP.(04/05/2021). N BEING THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32,TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN,CITY OF MERIDIAN,ADA o COUNTY, IDAHO. W O 8. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF THE TEMPORARY BENCHMARKS, PAVEMENT MATCH LOCATIONS,AND mr- z Q NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. F) IL N w 9. THE CITY OF MERIDIAN MAY OPT TO HOLD A PRE-CONSTRUCTION MEETING FOR THIS PROJECT. IF SO,THEN NO CONSTRUCTION o 00 0 SHALL BEGIN BEFORE THE PRE-CONSTRUCTION MEETING WITH THE CITY OF MERIDIAN,WHICH THE CONTRACTOR AND ^ 00 O U SUBCONTRACTORS ARE REQUIRED TO ATTEND. ^ 0 ai W W BECKY DR U 10. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT(ACHD)PRIOR TO o COMMENCING CONSTRUCTION IN ANY ACHD RIGHT-OF-WAY. PLEASE ALLOW MINIMUM OF 48 HOURS FOR PROCESSING OF 00 LU Y APPLICATION.CONTACT ACHD INSPECTION SERVICES AT(208)387-6284, MINIMUM OF 48 HOURS PRIOR TO SCHEDULE o LU U INSPECTIONS. N = PROJECT m 11. ALL UNDERGROUND UTILITIES AND SERVICE LINES SHALL BE INSTALLED AND TESTED PRIOR TO STREET CONSTRUCTION AND u) ON-SITE PAVING. � LOCATION z 12. DISTURBANCES TO THIS SITE WILL REQUIRE AN APPROVED EROSION AND SEDIMENT CONTROL PERMIT FROM THE CITY OF z MERIDIAN. 0 13. IN ADDITION,ALL OWNERS AND CONTRACTORS INTENDING TO DISTURB ONE ACRE OR MORE OF GROUND AS PART OF - 0 CONSTRUCTION ACTIVITIES SHALL DO THE FOLLOWING: A. FILE A NOTICE OF INTENT(NOI)WITH EPA'S CONSTRUCTION GENERAL PERMIT(CGP). B. PREPARE A STORM WATER POLLUTION PREVENTION PLAN(SWPPP). W USTICK ROAD I C. INSTALL SIGNAGE PER THE CGP. D. MAINTAIN ON-SITE COPIES OF THE N01,CGP,AND SWPPP. E. COMPLY WITH REQUIREMENTS OF CGP AND SWPPP INCLUDING DOCUMENTING THAT ALL INSPECTIONS AND MONITORING -- HAVE BEEN PERFORMED. Y F. FILE A NOTICE OF TERMINATION(NOT)WHEN ON-SITE WORK IS COMPLETE AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING. t 15. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER OF RECORD,AND THE CITY OF MERIDIAN. w 3 0 a 16. WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION BEFORE CERTIFICATE OF COMPLETION IS ISSUED,THE OWNER'S ENGINEER t SHALL COLLECT AND NEATLY RECORD ACCURATE"AS-CONSTRUCTED"RECORD INFORMATION AND PREPARE COMPLETE SEALED RECORD DRAWINGS IN ACCORDANCE WITH THE CITY'S RECORD DRAWINGS REQUIREMENTS. RECORD DRAWINGS ARE THE y RESPONSIBILITY OF THE OWNER'S ENGINEER. HOWEVER THE CONTRACTOR SHALL SUBMIT A COPY OF REDLINED AS-BUILT 0 DRAWINGS TO THE OWNER'S ENGINEER IN ORDER TO VERIFY ALL FIELD CHANGES WITHIN 15 DAYS OF COMPLETION OF THE LL WORK. O O E VICINITY MAP w w z Q NORTH W Qwo NOT TO SCALE _ - N J ww/ z O \ y /J W N C \/ r 3 O U O � w Sheet List Table - Sheet Number Sheet Title UUj CO.00 COVER SHEET Q CONSULTANTS C0.10 GENERAL NOTES U C1.00 DEMOLITION PLAN N PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: C2.00 EROSION CONTROL COVER SHEET WOODSIDE AVENUE INVESTORS, LLC KIMLEY-HORN ATLAS TECHNICAL CONSULTANTS 923 S. BRIDGEWAY PLACE 1100 W IDAHO STREET,SUITE 210 2791 SOUTH VICTORY VIEW WAY C2.01 EROSION CONTROL PLAN EAGLE, ID 83616 BOISE, ID 83702 BOISE, ID 83709 CONTACT:JIM HUNTER CONTACT:MICHAEL O'REILLY, P.E. CONTACT:JACOB SCHLADOR,PE C2.02 EROSION CONTROL DETAILS N PHONE:(208)577-5501 PHONE:(208)845-0089 PHONE:(208)376-4748 N N N 2 C3.00 ROADWAY KEYMAP o 0 o Z 3 DEVELOPER: SURVEYOR: 1 C3.01 PAVING OFFSITE PLAN & PROFILE OF 5 0 o PACIFIC PARTNERS THE LAND GROUP ( ) _ 430 E.STATE STREET,STE. 100 462 E.SHORE DR.,SUITE 100 2 EAGLE, ID 83616 EAGLE, ID 83616 C3.02 PAVING OFFSITE PLAN & PROFILE (2 OF 5) CONTACT:CHRIS GRANT CONTACT:JAMES WASHBURN, PLSLU C3.03 PAVING OFFSITE PLAN & PROFILE (3 OF 5) 0 N PHONE:(208)577-2768 PHONE:(208)939-4041 U Q z a C3.04 PAVING OFFSITE PLAN & PROFILE (4 OF 5) ■ ■ 'w w C3.05 PAVING OFFSITE PLAN - USTICK ROAD (5 OF 5) ■' w o AGENCY CONTACTS C4.00 GRADING PLAN (1 OF 2) ■ ■ �� _ = O ~ C4.01 GRADING PLAN (2 OF 2) Q Q 0- o PLANNING : GAS SERVICE: STORM DRAIN: cn cn g p CITY OF MERIDIAN INTERMOUNTAIN GAS COMPANY ADA COUNTY HIGHWAY DISTRICT ■� 0) in CONTACT:SONYAALLEN CONTACT:BRYCE OSTLER CONTACT:REGINA CUNNINGHAM C5.00 UTILITY KEYMAP � m m ° C.0 U PHONE:(208)489-0579 PHONE:(208)377-6812 PHONE:(208)387-1681 C5.01 UTILITY OFFSITE PLAN & PROFILE (1 OF 3) m o M Z Z U w z .y ENGINEERING: ELECTRIC: CABLE: C5.02 UTILITY OFFSITE PLAN & PROFILE (2 OF 3) I 3: 2 U U) o CITY OF MERIDIAN IDAHO POWER SPARKLIGHT < W 2 O L CONTACT:STEVE O'BRIEN CONTACT:ETHAN MORGAN CONTACT:TERRY ALSUP C5.03 UTILITY OFFSITE PLAN & PROFILE (3 OF 3) 10- 0 N PHONE:(208)489-0311 PHONE:(208)388-2356 PHONE:(208)455-5548 U C6.00 LIGHTING OFFSITE PLAN (1 OF 2) ■ SEAL w FIRE DEPARTMENT: TELEPHONE: � O MERIDIAN FIRE DEPARTMENT CAMBRIDGE TELEPHONE C6.01 LIGHTING OFFSITE PLAN (2 OF 2) � CONTACT:JOE BONIGIORNO C6.02 STRIPING AND SIGNAGE OFFSITE PLAN (1 OF 3) 05\ONAL NTA T:DAN M RRI ��GENSF� > PHONE:(208)489-0458 PHONE:(208)257-8240 C6.03 STRIPING AND SIGNAGE OFFSITE PLAN (2 OF 3) ° AGENCY APPROVALS w a C6.04 STRIPING AND SIGNAGE OFFSITE PLAN (3 OF 3) C7.00 DETAILS (1 OF 4) 19524 THE ENGINEER OF RECORD CERTIFIES THAT 05/09/2024 0 C7.01 DETAILS (2 OF 4) c� qT �P �, o U THE PLANS ARE PREPARED IN SUBSTANTIAL �" �� m o CONFORMANCE WITH THE ACHD POLICY AND �q F OF F� C7.02 DETAILS (3 OF 4) STANDARDS IN EFFECT AT THE TIME OF pATRICK a rn t PREPARATION. THE ENGINEER °? ACKNOWLEDGES THAT ACHD ADA COUNTY o - 3 CAUTION: NOTICE TO CONTRACTOR C7.O3 DETAILS (4 OF 4) v ? HIGHWAY DISTRICT) ASSUMES NO LIABILITY N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , FOR ERRORS OR DEFICIENCIES IN THE NOT APPROVED FOR DESIGN. ALL VARIANCES FROM ACHD CONSTRUCTION m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES POLICY SHALL BE APPROVED IN WRITING. Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED THE FOLLOWING VARIANCES, LISTED BY SHEET ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION DATE AND SHORT DESCRIPTION, WERE ° w 0 CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE n APPROVED FOR THE PROJECT: NONE. C0�00 C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhaft bellow UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ` 811 before you dig GENERAL NOTES WATER NOTES ENGINEERING GRADING NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES 1. CONTOURS ON SIDEWALKS AND PRIVATE/PUBLIC ROADWAYS ARE TO FINISH GRADE. WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. FOR GROUND TREATMENT OF ALL OPEN AREAS WITHIN THE PROJECT SITE, REFER TO LANDSCAPE PLANS. THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS STANDARDS OR SPECIFICATIONS. (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT 3. FIELD DENSITY TESTS SHALL BE TAKEN AT REGULAR FREQUENCY AS REQUIRED IN THE GEOTECHNICAL REPORT AND 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS SPECIFICATIONS. READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. START OF WORK. POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 5. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAYNOT SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS OPEN OR CLOSE WATER VALVES. SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME z REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS. ui INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL o UJ 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, 6. SOD OR SEED/MULCH MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING a m PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DISCHARGES. w o DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE o z RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED DRAINAGE NOTES 7. THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN A PERMANENT VEGETATIVE PROTECTIVE COVER FOR EROSION CONSTRUCTION PLANS. AND SEDIMENT CONTROL ON ALL LAND SURFACES EXPOSED OR DISTURBED BY CONSTRUCTION OF THE PERMITTED It 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE PROJECT. THE PROTECTIVE COVER MUST BE INSTALLED WITHIN FOURTEEN DAYS AFTER FINAL GRADING OF THE w �" TO CONSTRUCTION. AFFECTED LAND SURFACE. o `' FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN $ THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND OR OTHER FINAL LANDSCAPE PLANTING IS WELL a a 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE RESPONSIBILITY ESTABLISHED. OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY 9. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR ADA NOTES AND DO NOT CONTAIN COMPACTED BASE MATERIAL. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED. 1. ALL HANDICAP PARKING STALLS SHALL BE PAINTED AND SIGNED IN STRICT ACCORDANCE WITH ROADWAY CURRENT ADA STANDARDS AND LOCAL REGULATIONS. ALL HANDICAP RAMPS AND ACCESSIBLE 10. STRIP TOPSOIL AND ORGANIC MATTER AND PAVING MATERIAL FROM ALL AREAS UNDER BUILDING AND PAVED RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH CURRENT ADA STANDARDS AND SURFACES. TOPSOIL MAY BE STOCKPILED ON SITE FOR REPLACEMENT ON SLOPES IN GREEN AREAS. STOCKPILED TOP L co 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY LOCAL REGULATIONS. SOIL MAY NEED TO BE AMENDED TO MEET PROJECT SPECIFICATION SECTIONS. CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. A. THE FOLLOWING CRITERIA SHALL APPLY TO ALL CONSTRUCTION WITHIN THE LIMITS OF THIS00 N 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PROJECT. 11. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. o PIPE ZONE. o B. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. z ACHD NOTES NOT EXCEED 2.0 PERCENT. THE SLOPE SHALL BE MEASURED PERPENDICULAR TO THE 13. UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED THREE (3) HORIZONTAL TO ONE (1)VERTICAL. ALL o DIRECTION OF TRAVEL. SLOPED AREAS MUST BE PROTECTED FROM EROSION. co 1. ANY REQUEST FOR VARIANCE OF DISTRICT POLICY MUST BE MADE IN WRITING AND REFERENCE THE APPROPRIATE SECTION(S) OF THE C. THE GRADES WITHIN HANDICAP PARKING STALLS SHALL NOT EXCEED 2.0 PERCENT MEASURED co o ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE REQUEST IN WRITING. 14. IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE, 6 2. ANY PRIVATE SEWER, WATER OR OTHER NON-PUC REGULATED UTILITY ARE PROHIBITED FROM BEING LOCATED WITHIN THE IN ANY DIRECTION. HANDICAP PARKING STALLS SHALL HAVE AN ACCESSIBLE ROUTE, AS NOTED o BELOW, TO THE BUILDING ENTRY AS SHOWN ON THE DRAWINGS. TOPSOIL MAY BE PLACED TO A HEIGHT OF FIVE FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE coRIGHT-OF-WAY. STOCKPILE AND THE STOCKPILE SHALL BE SEEDED WITH NATIVE SEED MIX IMMEDIATELY AFTER STRIPPING OPERATIONS o 3. ANY IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. 2. ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5.0 PERCENT. ACCESSIBLE ARE COMPLETE. N 4. ALL UTILITY RELOCATION COSTS ASSOCIATED WITH IMPROVING STREET FRONTAGES ABUTTING THE SITE SHALL BE BORNE BY THE ROUTES EXCEEDING 5.0 PERCENT SHALL BE CONSTRUCTED WITH RAMPS AND HANDRAILS HAVING A 5 DEVELOPER. MAXIMUM SLOPE OF 8.33 PERCENT FOR A MAXIMUM RISE OF 30 INCHES. A 5-FOOT BY 5-FOOT 15. ON-SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS BEYOND 5 FEET OF THE BUILDING SHALL M cn 5. IN ACCORDANCE WITH DISTRICT POLICY, 7203.3, THE APPLICANT MAY BE REQUIRED TO UPDATE ANY EXISTING NON-COMPLIANT LANDING PAD (WITH A MAXIMUM SLOPE OF 2 PERCENT IN ANY DIRECTION) SHALL BE CONSTRUCTED BE COMPACTED IN ACCORDANCE WITH GUIDELINES PRESENTED IN THE SOILS REPORT. PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. THE AT THE BOTTOM AND TOP OF ALL RAMPS. APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO DISTRICT DEVELOPMENT REVIEW STAFF FOR 3. ALL SITE DIRECTIONAL SIGNS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 7-FEET AS MEASURED 16. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY 3: REVIEW. FROM THE GROUND TO THE BOTTOM OF THE LOWEST SIGN. THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. o 10 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB, GUTTER, AND a PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT 387-6284 (WITH FILE NUMBER) FOR DETAILS. 4. ALL ACCESSIBLE ROUTES THAT CROSS A VEHICULAR DRIVE SHALL CONTAIN A DETECTIBLE WARNING UTILITIES. IN STRICT ACCORDANCE WITH CURRENT ADA STANDARDS AND LOCAL REGULATIONS WHETHER OR 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. NOT A RAMP IS NEEDED. 17. BENCHMARK VERIFICATION: CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT POLICY MANUAL, ISPWC 5. THE MAXIMUM VERTICAL GRADE DIFFERENTIAL BETWEEN SURFACES ALONG AN ACCESSIBLE ROUTE BENCHMARK(S), BY RUNNING A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY STANDARDS AND APPROVED SUPPLEMENTS, CONSTRUCTION SERVICES PROCEDURES AND ALL APPLICABLE ACHD ORDINANCES UNLESS SHALL BE A MAXIMUM OF '/4-INCH. NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 0 0 SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO SHALL PREPARE AND CERTIFY ALL IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL HAVE ALL CONCRETE FORMS THAT ARE PART OF ANY DESIGNATED 18. CONTOURS ON SIDEWALKS AND PRIVATE/PUBLIC ROADWAYS ARE TO FINISH GRADE. 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ADA ACCESSIBLE ROUTE, STORE FRONT, HANDICAP PARKING SPACE OR RAMP SURVEYED BY A LICENSED w 3 COUNTY HIGHWAY DISTRICT PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. SURVEYOR AND SUBMITTED TO THE ENGINEER TO VERIFY GRADES AND CROSS SLOPES PRIOR TO 19. FOR GROUND TREATMENT OF ALL OPEN AREAS WITHIN THE PROJECT SITE, REFER TO LANDSCAPE PLANS. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR AT NO PLACEMENT OF ANY CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS AND s COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE CONTRACTOR SHALL CALL DIGLINE DAMAGES FOR IMPROVEMENTS INSTALLED OR OTHERWISE IMPACTED BY WORK NOT APPROVED BY 20. FIELD DENSITY TESTS SHALL BE TAKEN AT REGULAR FREQUENCY AS REQUIRED IN THE GEOTECHNICAL REPORT AND U) (1-800-342-1585)AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING GROUND WITHIN ACHD RIGHT-OF-WAY. THE CONTRACTOR THE ENGINEER. SPECIFICATIONS. LL SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED)ARE COMPROMISED LL DURING ANY PHASE OF CONSTRUCTION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 PERCENT. THERE ARE PRESSURIZED IRRIGATION DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE W O O NO TOLERANCES ALLOWED. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. LLI I- a 12. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD DISTRICT IN WHICH IT IS BEING CONSTRUCTED. n z Q Y �V RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL, 22. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO O W 0 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH %2") MIX, PG-64-28 THREE INCHES 3', THICK, AS A MINIMUM WITH 4" OF%4" THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING CC ( ( ) WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS G N BASE AND 20" OF 6" MINUS PIT RUN GREATER. IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)AND THE CITY OF MERIDIAN WATER J J LLJ z 8 MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND J 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE DEPARTMENT. 1. DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME Q > Q PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS. 3 A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY LJJ r AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z 3 B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE 23. ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS, VAULTS, BOXES, ETC.) SHALL BE ADJUSTED TO FINAL GRADE W C ENTIRE ROADWAY SURFACE. PRIOR TO THE FINAL LIFT OF ASPHALT. O c C C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A G G LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 24. ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD IDENTIFIED IN THE GEOTECH REPORT. THE CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECH w INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. REPORT ON THE SITE AT ALL TIMES. Q E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. U 14. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED 25. THE CONTOURS SHOWN REPRESENT FINAL GRADE. THE TOP 6 INCHES OF MATERIAL IN THE LANDSCAPE AREAS SHALL CC TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE o BE TOP SOIL AS SPECIFIED IN THE LANDSCAPE PLANS. G N MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS 26. GRADES WITHIN ASPHALT AND/OR CONCRETE PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES TO INSURE NO STANDING WATER. ALL CURBS SHALL BE BUILT IN ACCORDANCE TO THE PLAN. CURBS OR PAVEMENT AREAS WHICH DO SEWER NOTES NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. N N N 3 O O O 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL AS THE 27. SPOT ELEVATIONS REPRESENT FLOW LINE OR TOP OF ASPHALT UNLESS OTHERWISE NOTED. p STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. iz� _ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 28. WHERE NEW CURB AND GUTTER IS BEING CONSTRUCTED ADJACENT TO EXISTING ASPHALT OR CONCRETE PAVEMENT, (D IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER THE FOLLOWING SHALL APPLY: PRIOR TO PLACEMENT OF ANY CONCRETE THE CONTRACTOR SHALL HAVE A LICENSED w Q 0 o MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN SURVEYOR VERIFY THE GRADE AND CROSS SLOPE OF THE CURB AND GUTTER FORMS. THE CONTRACTOR SHALL SUBMIT Q 0 a ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 THE SLOPES AND GRADES TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR W w w OF THE WASTEWATER RULES (IDAPA 58.01.16). SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY SECTION WHICH DOES NOT CONFORM TO THE DESIGN OR TYPICAL = y 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A CROSS SECTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CURB AND GUTTER POURS WITHOUT THE s MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS APPROVAL OF THE ENGINEER. w o ~ a THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 Q Q o LL OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 29. CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC U o 58.01.16). DATED 05/22/2022. co } o coo m w 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM m p p 6j Lu WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD STORMWATER DESIGN z z Y w o a o GUIDELINES. Q W w O -1 o Q p p U _ ❑ 2 Q SEAL U w a ONAL o N QUO \GENSFQ FF�, w19524 U 2 � l05 09 2024 CD 0 � CD OF a rn N C:)� J L � pATR I CK� ri j 3 CAUTION: NOTICE TO CONTRACTOR v U r o NOT APPROVED FOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , CONSTRUCTION UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what'sbelow. Co. 10 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeYOUdig 6 6 NOTES X SO432417360 aal 4 - AG EHC II(LEN)MULTISTATE 2 LLC \\ \\ 2 3 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. - - - Ee�, 2 3 4 5 4 2 II 7 / I 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING — — — — — — — — — — — 1 1 I IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 5 � 5 6 2 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED \ EXISTING AGRICULTURAL DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE \ FIELD 7 / CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 2 \ 4. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES BEFORE CONSTRUCTION AND PROTECT IN PLACE UNLESS NOTED ON THE PLANS. 5. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES TO PROTECT \ \ AND PRESERVE EXISTING PERMANENT SURVEY MONUMENTS.ALL SURVEY MONUMENTS DISTURBED 1 (PROPOSED AND EXISTING)SHALL BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL LAND SURVEYOR RETAINED BY THE CONTRACTOR. \� w / I Z LU / / I z W O H DEMOLITION NOTES cn W O eo �a� 01 REMOVE EXISTING STRUCTURE. OVER EXCAVATE, FILL, AND COMPACT IN p Z ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. REMOVE EXISTING DITCH AFTER VERIFICATION OF IRRIGATION PIPE ALONG w N NORTHERN PROPERTY LINE AS SHOWN AND AS INDICATED BY THE "McDERMOTT o 0 I VILLAGE NMID SUBMITTAL" PLAN SET. 3 REMOVE EXISTING IRRIGATION PIPE. OVER EXCAVATE, FILL, AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. REMOVE AND REPLACE EXISTING IRRIGATION BOX PER PLANS. OVER EXCAVATE, FILL, AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. 05 REMOVE EXISTING WATER BLOW OFF VALVE. 00 \ © REMOVE AND DISPOSE OF EXISTING BARRICADE. 00 / /J J 00 CO UJ SAWCUT AND DISPOSE OF EXISTING PAVEMENT. O °' I ^ \\\fC\ o O Q I \ ® REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. a I EXISTING AGRICULTURAL J Q \� Z FIELD /O O O REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK. N SO432427950 00 Q' f/ o JOINT SCHOOL DISTRICT NO. 2 a 10 REMOVE AND DISPOSE OF EXISTING PAVEMENT. '^' o / 11 REMOVE AND DISPOSE OF ROAD STRIPING. m REMOVE AND DISPOSE OF DRIVE ACCESS. w f LOT 1 , BLOCK 9 PROTECT IN PLACE NOTESco co ±10.49 ACRE LOT J — N / Q1 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING SANITARY SEWER o MANHOLES AND SEWER LINE. ■ y I Q2 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING IRRIGATION PIPE AND a BOXES IN PLACE. a Q3 EXISTING FENCE TO REMAIN AND BE PROTECTED IN PLACE. T I / Q4 EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE ic I Q5 EXISTING CONCRETE CURB AND GUTTER TO REMAIN AND BE PROTECTED IN PLACE w 3 Q6 EXISTING ASPHALT PAVEMENT TO REMAIN AND BE PROTECTED IN PLACE. U) / ILL EXISTING WATER LINE TO REMAIN AND BE PROTECTED IN PLACE. LL o O I Q8 EXISTING ROAD STRIPING TO REMAIN AND BE PROTECTED IN PLACE. Q Fm I J 2 O w E / CL CD w o / / / Z Q — N S0432417200 O — J w Z I WOODSIDE AVENUE I INVESTORS LLC J O — — — / — w O � w -1 4-1 3 N — — — —LEGEND PROPERTY LINE w / IKR TRR �RF� — — — — ADJACENT PROPERTY LINE 0 o n� 4 — — r , RIGHT OF WAY LINE v I — EXISTING EASEMENT IRR IRR IR IRR IRR IRR — 3 2 2 2 0 2 I EASEMENT LIMITS OF DISTURBANCE a W EXISTING WATER LINE II W PROP LOT 1 , BLOCK 1 PROP LOT 2, BLOCK 1 —OHP OHP EXISTING OVERHEAD POWER LINE N N N Z o I 10 ±0.64 ACRE LOT ±0.83 ACRE LOT SS SS EXISTING SANITARY SEWER LINE I _Qf \ �, EXISTING UTILITY POLE cn SO432438850 / J Q N \ NORTH Q USTICK RENTAL LLC 4 V``^) ! W " Q a I I N y W o g i 10 EXISTING AGRICULTURAL / GRAPHIC SCALE IN FEET } 6' W I 0 30 60 120 � co °}° z rn I m Q I-- CM w co LD 0 o U5 ¢ I; � w = W 2Q PROP LOT 3, BLOCK 1 I a SEAL w ' ±1 .62 ACRE LOT i en I J L 10 � SS0MAL eNc o I Q�oFF�\CENSF������ o- w 4— — p19524 — — — — START 9 1 9 END 1 05/09/2024 zi ------ o �° -- - _ U 8 4 8 5 0 �tiF9TF OF a �m, 4 =__-- 5 CAUTION:NOTICE TO CONTRACTOR pATRI ry o 4—n 4 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING `V J L 11 END 11 START 7 END 11 $ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES > .3 11 START 7 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIEDC14 U °�� $ - ---- — ----FP-----FP-----FP 8 —w �H W-�_ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION NOT APPROVED FOR ----FP - ----- ---- ---- m ° W USTICK ROAD CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE CONSTRUCTION Y — — — — — — UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. owwhat's below. SHEET o a Call before you did C1 .00 EROSION CONTROL PLANS FOR MCD RMOTT VILLAG STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES MERIDIAN, IDAHO EROSION CONTROL GENERAL NOTES W 1. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER MANAGEMENT SHALL OBTAIN A COPY OF THE STORMWATER MANAGEMENT w PLAN AND THE IDAHO POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(IPDES)AND BECOME FAMILIAR WITH THEIR CONTENTS. Z w O Q 2. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP.ADDITIONAL BEST MANAGEMENT PRACTICES STORM WATER POLLUTION PREVENTION PLAN MAINTENANCE NOTES7 I= a Q SHALL BE IMPLEMENTED AS DICTATE BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. v W U 3. BEST MANAGEMENT PRACTICES(BMP'S)AND CONTROLS SHALL CONFORM TO FEDERAL,STATE,OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, p z AS APPLICABLE.CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. ® ®� ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,AND IN THE STORM WATER POLLUTION PREVENTION PLAN,SHALL BE 4. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED W MCM I LLAN RD ® ® ®®® MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FORA COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS � WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. ® OR THE APPLICABLE PERMIT,WHICHEVER IS MORE STRINGENT,AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: Q 0 5. CONTRACTOR SHALL MINIMIZE CLEARING TO THE EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING,OR DETERIORATION. 6. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.AREAS SHOULD BE FERTILIZED,WATERED AND MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA,AND AREA FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,AND TOILET RESEEDED AS NEEDED. FACILITIES. ffffo I a a 3. SILT FENCES SHALL BE REPAIRED TO THE THEIR ORIGINAL CONDITIONS IF DAMAGED.SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT 7. ALL WASH WATER(CONCRETE TRUCKS,VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.)SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON-SITE OR SHALL BE READILY AVAILABLE TO 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC CONTAIN AND CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS. RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTIONS ENTRANCES AS CONDITIONS DEMAND. 9. DUST ON THE SITE SHALL BE CONTROLLED.THE USE OF MOTOR OILS AND OTHER PETROLEUM-BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION 5. THE TEMPORARY PARKING AND STORAGE AREAS SHALL BE KEPT IN GOOD CONDITION(SUITABLE FOR PARKING AND STORAGE).THIS MAY REQUIRE OPERATIONS IS PROHIBITED. Lij> PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 00 00 10. RUBBISH,TRASH,GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS SHALL BE PREVENTED Q 6. THE CONTRACTOR SHALL ENSURE THAT OFF-SITE AREAS USED FOR BORROW OR SPOIL OF MATERIALS USED FOR THIS PROJECT ARE PERMITTED IN `� Q FROM LEAVING THE PREMISES THOUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 2 ACCORDANCE WITH IPDES REQUIREMENTS AND APPROPRIATE EROSION CONTROL MEASURE AND BMP'S BE PLACED TO ENSURE THAT EROSION O N SEDIMENT IS CONTAINED. co11. ALL STORMWATER MANAGEMENT MEASURES PRESENTED ON THIS PLAN,AND IN THE STORMWATER MANAGEMENT PLAN,SHALL BE INITIATED AS SOON N AS PRACTICABLE. O Q Z 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED.THESE U W BECKY DR Q AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. L1J U N o 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED.THESE AREAS T PROJECT ^ 00 M SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN p AND/OR LANDSCAPE PLAN. > Q J 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE AN ADEQUATE AMOUNT OF O LOCATION m � o DIRT OR MUD,THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO z Z INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. N 15. ALL MATERIALS SPILLED, DROPPED,WASHED,OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED aj .5 IMMEDIATELY. IL F-IJL SOIL EROSION / SEDIMENTATION cn W USTICK ROAD ' CONTROL OPERATION TIME SCHEDULE ° 16. CONTRACTOR OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWERco DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 'a 17. ON-SITE AND OFF-SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF ■ o BEST MANAGEMENT PRACTICES.STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE EON, -- NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE y WITH GENERAL PERMIT REQUIREMENTS.THE CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES WILL a ENTER OR EXIT THE SITE.CONTROL FACILITIES WILL BE MAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN NECESSARY,AND CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN REMOVED WHEN THE SITE IS PAVED. TEMPORARY SEDIMENT CONTROLS 18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. CLEAR AND GRUB SITE 0 19. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE MASS GRADING EROSION CONTROL MEASURES(SILT FENCES, DIVERSION SWALES, ETC.)TO PREVENT EROSION. E EXCAVATE UTILITIES, BLDG. FOUNDATION 0 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. / SITE CONSTRUCTION W 3 21. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS INTENDED. PERMANENT CONTROL STRUCTURES A REPRESENTATIVE OF THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF '^ PROPOSED FACILITIES. w 22. INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BEING INSTALLED. VICINITY MAPO NORTH a 23. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL O O STABILIZATION HAS OCCURRED WHEN ALL SOIL-DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A NOT TO SCALE U CI) DENSITY OF 70%HAS BEEN ACHIEVED. J I 24. THE SITE IS LOCATED WITHIN ZONE X.ZONE X IS AREA DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN.ZONING INFORMATION IS BASED ON (W Y FEMA MAP#16001C0140J, EFFECTIVE DATE JUNE 19,2020. O v W �_ T 25. THERE WILL BE NO ASPHALT OR CONCRETE BATCH PLANTS ON SITE. Sheet List Table w J w JWz 26. THE POTENTIAL FOR SOIL EROSION FOR THIS SITE IS SLIGHT TO MODERATE. _ > Sheet Number Sheet Title 27. DAILY INSPECTIONS BY THE PROJECT SUPERINTENDENT MUST BE MADE TO DETERMINE THE EFFECTIVENESS OF THE SWPPP. O V) O Q 3 C2.00 EROSION CONTROL COVER SHEET 3 C2.01 EROSION CONTROL PLAN O O G W C2.02 EROSION CONTROL DETAILS - OU 0 .L- v _1 ' ) O w Ul U C N Q N `'" U CONSULTANTS y PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: 0 WOODSIDE AVENUE INVESTORS,LLC KIMLEY-HORN ATLAS TECHNICAL CONSULTANTS 923 S.BRIDGEWAY PLACE 1100 W IDAHO STREET,SUITE 210 2791 SOUTH VICTORY VIEW WAY a EAGLE, ID 83616 BOISE, ID 83702 BOISE, ID 83709 CONTACT:JIM HUNTER CONTACT:MICHAEL O'REILLY, P.E. CONTACT:JACOB SCHLADOR,PE 3 PHONE:(208)577-5501 PHONE: (208)845 0089 PHONE:(208)376-4748 0 0 o Z 3 DEVELOPER: SURVEYOR: ARCHITECT: 00 00 0 `o PACIFIC PARTNERS DIAMOND LAND SURVEYING PIVOT NORTH ARCHITECTURE O ti ti ti = 0 430 E.STATE STREET,STE. 100 6891 SOUTH 700 WEST,SUITE 150 1101 W GROVE STREET 07 a EAGLE, ID 83616 MIDVALE,UT 84047 BOISE, IDAHO 83702 O CONTACT:CHRIS GRANT CONTACT:NATHAN B.WEBER,PLS CONTACT: RICK STEWART W Q p o PHONE:(208)577-2768 PHONE: (801)266-5099 PHONE:(208)690-3108 J w a U co W w AGENCY CONTACTS W o a PLANNING : ELECTRIC: STORM DRAIN: � � o Q Q � o LL Q CITY OF MERIDIAN IDAHO POWER ADA COUNTY HIGHWAY DISTRICT p}p } o CONTACT:SONYA ALLEN CONTACT:ETHAN MORGAN CONTACT:REGINA CUNNINGHAM m Z p CD 0< = PHONE:(208)489-0579 PHONE:(208)388-2356 PHONE: (208)387-1681 co Fco Z Z .� U p Ur W W z N ENGINEERING: TELEPHONE: CABLE: Q ° CITY OF MERIDIAN CAMBRIDGE TELEPHONE SPARKLIGHT W = 0 p 0 E CONTACT:STEVE O'BRIEN CONTACT:DAN MORRIS CONTACT:TERRY ALSUP 0 10 1 U d = Q 2 PHONE:(208)489-0311 PHONE:(208)257-8240 PHONE: (208)455-5548 SEAL FIRE DEPARTMENT: WATER DEPARTMENT: J MERIDIAN FIRE DEPARTMENT MERIDIAN WATER DEPARTMENT CONTACT:JOE BONIGIORNO PHONE:(208)377-6812 L PHONE: (208)489-0458 (vCNAL o SANITARY SEWER: QUO ��GENSF� F�� � a GAS SERVICE: CITY OF MERIDIAN G w INTERMOUNTAIN GAS COMPANY PHONE: (208)888-2191 U CONTACT:BRYCE OSTLER 19524 PHONE:(208)377-6812 05 09 2024CD o or) OF a M N qFl �F N r pATR I CY\� NOT APPROVED FOR p UI a m o CONSTRUCTION r Y SHEET O o a — — I IP \ SO432417360 1 O Lp 2s3� NOTES \ AG EHC II(LEN)MULTISTATE 2 LLC \ 11 I \ \ \ \ 11 \ I 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES TO PROTECT AND PRESERVE EXISTING PERMANENT SURVEY MONUMENTS.ALL SURVEY MONUMENTS DISTURBED(PROPOSED AND EXISTING)SHALL �T�c BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL LAND SURVEYOR RETAINED BY THE CONTRACTOR. \ \0 1,A \to I / SEQUENCE OF CONSTRUCTION / SF \\ I 1. INSTALL PERIMETER BOUNDARY SEDIMENT CONTROLS INCLUDING:STABILIZED CONSTRUCTION EXIT(S),SWPPP INFORMATION SIGN, HYDRAULIC CONTROL STRUCTURES(SWALES,CHECK DAMS,SEDIMENT POND, ETC.)AND SILT FENCING. \ 2. PREPARE TEMPORARY PARKING AND STORAGE AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS:TRAILER,PARKING, LAY DOWN,PORTA-POTTY,WHEEL WASH,CONCRETE WASHOUT, MASONS > AREA, FUEL AND MATERIAL STORAGE CONTAINERS,SOLID WASTE CONTAINERS, ETC., DENOTE THEM ON THE SITE �� / Ln / - _ MAPS IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION z IQ \ I \ `32- N / \ - - _ _ PROCESS. w / / /®� 3. DEMOLITION OF EXISTING IMPROVEMENTS PER DEMOLITION PLAN. z w \ \ \ I r / _ _ �I 4. START MASS GRADING THE SITE AND CONSTRUCTION OF ROADS. 0 Q 5. TEMPORARILY SEED ANY DENUDED AREAS. MAINTAIN SITE PROTECTION AND a CO \ \ I ( \\ / / ///� // \ STABILIZED CONSTRUCTION EXITS. v LU 253 \ \ / J 0\ \ � - � I I \ S` � ` - - - 6. EXCAVATE AND INSTALL UTILITIES,BUILDING FOUNDATION,ETC. w O 7. START VERTICAL CONSTRUCTION OF THE BUILDING. 0 z 8. FINAL GRADING OF THE SITE. \ \\ r 9. INSTALL CURB AND GUTTER,�>\ \\ 1 D SIDEWALKS. 0. INSTALL ASPHALT PARKING LOT. 11. FINAL STABILIZATION AND LANDSCAPING. W N p\ � 534�� I �, \ \ I I I \\ / �, SF �� �S3 I N I � , , 3. MAINTENANCE / \ �h / � 2s \ S30 ' \ 11 l l err l l \ \ \\ �2`5311� \ \��\\ _ MEASURESALL ON THIS EROSION PREVENTION PLAN,SHALL BE MAINTAINED D SEDIMENT ED NNFULLYF, CONTROL FUNCTIONAL UNTIL NO LONGER REQUIRED OR A �`S31�� COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED ACCORDANCE I TH THE APPLICABLE PERMIT,WHICHEVER S MORE N C STRINGENT,,AND REPAIRED ACCORDANCE WITH I HCT E FOLLOWING:UMENTS R THE I ( I I I 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.AREAS SHOULD BE I / N I I \\ \\ / / \ \ \ �� �253\ \\ �� FERTILIZED,WATERED,AND RESEEDED AS NEEDED. LO 0000 2. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW J OF MUD ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION N ENTRANCES AS CONDITIONS DEMAND. (IV, 0 / / \ \ \ \ � 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION(SUITABLE FOR PARKING AND a / r / \ I ���\ ��\�\ STORAGE).THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. T z / / \ N, 4. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT �_ \ \ ( // / \ \ �� ALL TIMES.SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS `� SO432427950 c Jam- \\/ \\ \�s \ BEEN REDUCED BY 50%. JOINT SCHOOL DISTRICT NO. 2 / / \ \ ^ o / / - - Ln - - - _ 00 — \ / AV \ \ I LEGEND cli 5760- - - EXISTING CONTOUR cn PROP LOT 1 , BLOCK 2 l� // s��\ \\ cn o ±10.49 ACRE LOTLij / \ / \ � j760� PROPOSED CONTOUR co i - Ijj / \/ ((� \�S \ I \ \ Lp LIMITS OF DISTURBANCE ■ N \ I / I DIRECTION OF PROPOSED STORMWATER FLOW \ I \ / UjLJJ \ �\ / \ '_10 C) On O n O n O n C INSTALL VEHI CLE TRACKING CONTROL-SEE DETAIL 3, -2 529- _ SHEET C2.02 _ - ( Ljj Uj C-A \ / 1 t j' \ //� / INSTALL SILT FENCE-SEE DETAIL 1 &DETAIL 2,SHEET N z W LL r �s \\ ��� Cw PROPOSED CONCRETE WASHOUT N � J a I \ // I /�h l l r \ I \ "� AREA-SEE DETAIL 4,SHEET C2.02 CL O /v/� O ! Wz < E \ // / / \\ CONSTRUCT DROP INLET PROTECTION-SEE DETAIL 5& P -/ / \ \ 6,SHEET C2.02 W Q Q0 a N I // ' /' �" 2527_ _ SO432417200 z J W Z WOODSIDE AVENUE r STAGING, FUELING, PARKING,AND MAINTENANCE AREA-EXACT J \ \ I I $FP LOCATION AND SIZE MAY VARY OR BE RELOCATED DURING O / Q INVESTORS LLC CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR UPDATING U O Q THIS PLAN TO INDICATE ANY AND ALL MODIFICATIONS _ 3 O • I— - - __ - _ _ _ _ _ _ _ _ _ _ / • -r' / y J \ r HAZARDOUS MATERIALS AND SOLID WASTE AREA-EXACT LOCATION AND LL �2S / % \ 1 1 HM SIZE MAY VARY OR BE RELOCATED DURING CONSTRUCTION.THE O O W 2 - — - / _ - - - -2527 - - - - - - - - CONTRACTOR IS RESPONSIBLE FOR UPDATING THIS PLAN TO INDICATE _ --- 8\ 2528 - - 1 _ - / // LD - I JI/� , - - - - _ ANY AND ALL MODIFICATIONS (� — 4_1Ip - - _—__�_ W. ENDEAVOR STREET — _ _ / _ �Illlllr = 25_29_2_530=2531- - -/ __ — — — — _ O -2532__ __ / r \�� _ _ - __ - r m = = m STOCKPILE AREA-EXACT LOCATION AND SIZE MAY VARY OR BE �� I llllll l I _ 2533 \_ ___________ _ __ 1 1 SPA pC W - RELOCATED DURING CONSTRUCTION.THE CONTRACTOR IS \/ — 6a ,- - l� _ 7 1 I \ - _ - - - - - - _ Z I I RESPONSIBLE FOR UPDATING THIS PLAN TO INDICATE ANY AND ALL \- 2530�-=\ - - - - - �lllll 1 1_� - C 253� _ j ` - J ` MODIFICATIONS w 0 ` -____ - - - - _ - - - - - - - -- - - - - - - -252� - - - - - - - - - _ - - - - - - - - - - - ' III / _ - - - - - - ; SF r� - -= =__ - - - T -e �2520 2521`2522_2523'2524 25252526_2527'2528_2529 2530 2531=2532�253-_ _ 1Ae f �0 ) —_ ==y== =_===_=__ 2519 - -_ - - -_ - - - =— I �/�))/ \\`_cr _ - 2521-2520-= =—=--- - - ===== 2524=2523=2522= - - - - - - - - - - / - - - _- - -=== =2527=2526°2525 __ _- - - - - i / — — —__=____ — — 1 - - SFCD CD CD w _ PROP LOT 1 , BLOCK 1 PROP LOT 2, BLOCK 1 / I \\ \�_ _ _ \\\\ ±0.64 ACRE LOT z SF ±0.83 ACRE LOT / J \ I \�\���\ \\\ \\\ _ / \ I \ \\\\ _ cn 1 j I / SO432438850 1 ( Q 1 / / / \ \ \�s�0 0,\ J Q w a USTICK RENTAL LLC I 1 p - - - - - - - - - - , / \\ ..2s \\ 0 C 1LL // � NORTH cn I I / I \ \\� Q Q o o Q I� LD i ; / / III \ \��� CO CO } rn o �0� GRAPHIC SCALE IN FEET m 00 z° rn _ 11 Z I N �, J // / \\ \\�� 0 30 60 120 z LU v CO w Z ® I / \ \\ cD 0 c) E T 01 Q = PROP LOT 3, BLOCK 1 h / / / I \ \\ SEAL N LU T ±1 .62 ACRE LOT JONMAL I 1N N J T �OFFSS\CEN F�/OFF @DW — - - - - - - - - - - - - -Uj - - - - - - L �— - / / 19524 C) / LD / 05/09/2024 rn a _____ CAUTION:NOTICE TO CONTRACTOR 9F OF IL --------- —� _ _ _ _ / THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING pATRI o y - Ip - - - - - / UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES i N J y IP USTICK ROAD M 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED C14 - - - -_-_ - - __-_-_-_-_- _ _ _ _ _ - ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION NOT APPROVED FOR o U 0 _ - - - - _ CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE I � m _ _ _ _ - UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING CONSTRUCTION Y - - - - - - - - - - - UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ow what's below. SHEET Call before you dig o a C2.0 I PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE(OR BOTH SIDES)AS REQUIRED. OAS OjCTATED gY�� ) TRAP WITH HIGH VOLUME WATER FLOW ASFLUSH SURFACE STONE TOWARD MAX.6"MESH SPACING CAL REQVIREMEN 3 NEEDSTONED TO MAINTAIN CLEAN SURFACE PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL A JURISDICTION. py 2"-3"CRUSHED STONE 2� OVERFLOW WEIR tiA\�. M/N LU z OVERLAP GEOTEXTILE AND/OR WOVEN 6- p ULI COMPACTED BACKFILL WIRE FENCE ACROSS TWO STAKES FP SOP SEDIMENT TRAP O_ � WHEN NECESSARY TO CONTINUE `� G m FENCE ZP�p pG�\ /SOS S o w 5 FEET 9 (MAX) �� 2p MFT M/� �M�M o 0 18 N HE S(MW) SECURELY FASTEN FENCE MATERIAL ��tilG�, ?O _ TO BOTH STAKES WITH TIES OR III—� OTHER FASTENERS ' 10"MINIMUM ?Oo w c��l FAO` IIIIIII1E1II- 0 "-4" LEAN STONE A II 3 C S O J� 31 SLOPE TO MATCH 11- 4� 9 GRADE.TYP.TO INSIDE AND OUTSIDE SLOPE. ELEVATION =III=III— GEOTEXTILE UNDERLINER t� a a 6"CRUSHED STONE BASE PLAN WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE. zzz 50'MIN. MAX.6"MESH SPACING)WITH GEOTEXTILE COVER FENCE:WOVEN WIRE, 14-1/2 GA.6"MAX 20'@ 2%MIN. 20'@ 2%MIN. DES L00 / MESH OPENING 00 N _ OVNO L -�� �� 00 FABRIC: 1.AMOCO 1198 6"CRUSHED 27, � 2. BELTECH 810 GR = 3. MIRAFI 130X FLO STONE BASE o M 4.LING GTF 190 3' IN. COMPACTED 5.SI 915 SC MIN. FINISH GRADE ABACKFILL COMPACTED BACKFILL. (SPECIFY)GEOTEXTILE LINER � v CONTRACTOR CAN USE PROVIDE CULVERTS AS 10"OF 2"-3" z° STRAW WATTLES IN LIEU REQUIRED TO CARRY CLEAN STONE I I I I FLOC FLOW PRE-EXISTING DITCH FLOW SECTION A-A � OF COMPACTED BACKFILL. ELEVATION IMPERVIOUS LINER T MIN. DEPTH COMPACTED SOIL M NIX / ^ 00 E UNDISTURBED /i,,/\\\/� \%/ ,� EXTEND WIRE FENCE A M BERM �� cv i //� IN.OF 2"INTO TRENCH ai GROUND g � \ \ 2"-3"CLEAN STONE 6 T RENCFYj \ EMBEDDED GEOTEXTILE FABRIC SEDIMENT 12" o MIN.6"INTO GROUND TRAP 12"MIN. SECTION A-A 00 \Z<exZ<e\\\j\� W/6"LAID ALONG BOTTOM 2_ A-A-SECTION OF TRENCH 6"CRUSHED STONE BASE =5 (SPECIFY)GEOTEXTILE LINER NOTES 10"THICK MIN.-2"4"CLEAN STONE U) 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 1. IMPERVIOUS LINER SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE o 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY SECTION B-B SHEETING AND SHOULD BE FREE OF HOLES,TEARS,OR OTHER DEFECTS THAT COMPROMISE THE co 24"AT TOP AND MID SECTION. IMPERMEABILITY OF THE MATERIAL. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN.COLLECTED MATERIAL N SHALL BE REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. a 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE 0 a E Y 0 CONTRACTOR TO USE CAUTION WHEN INSTALLING OVER EXISTING UTILITIES. 1 SCALE: NTS SCALE:NTS 3 VEHICLE TRACKING CONTROL SCALE: NTS 4 CONCRETE WASHOUT DETAIL SCALE: NTS w 3 SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SILT FENCE OVERLAP DETAIL DANDY CURB SACK TMLL Yi U) DANDY SACK TM J LL O .0STORM a SEWER GRATE w Z Q a LIFT rr II�� .E OD \ STRAPS Z (� v W STORM O J Q r R INFORCED CORNER GRATE ZG U J N OPTIONAL CURB w Z 0 OPENING OVERFLOW PORT o w \ > Q 3 000000 0o LIFT / O O N MANAGEABLE 00o STRAPS — LL 3 2 FOOT o�0000 CURB (n CONTAINMENT REINFORCED FILTER O O C w S AREA CORNERS 5 G y OPTIONAL DUMPING OUTFLOW PORTS L.L.I L.L STRAPS w MANAGEABLE STORM 2FOOT E INLET CONTAINMENT U AREA 0 N N N N DUMPING 3 I STRAPS o 0 0 U 3 O 0 ti ti ti = U) LU V C w J o Q Lu a V) w U_ a0i Y ° ♦ 2 � so. r�Qoom¢pg �• nr�e��e�s � w o _ _ Q Q Q DETAIL OF INLET SEDIMENT CONTROL DEVICE DETAIL OF INLET SEDIMENT CONTROL DEVICE to to O LL 0 WITH CURB FILTER m } o LU PROJECT: DR. BY: PROJECT: DR. BY: m o p z LU w Z CITY/STATE: DATE: DR. NO: CITY/STATE: DATE: DR. NO: LD U LLJ o w4 DANDY SACK- DANDY CURB SACK- � W _ � p 0 E SPECIFICATIONS SPECIFICATIONS 0 0 U 10- 0 2 NOTE: THE DANDY SACK'"'WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN NOTE: THE DANDY CURB SACKTM WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN _ MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: SEAL L Uj REGULAR FLOW DANDY SACK"'(BLACK) REGULAR FLOW DANDY CURB SACKTm(BLACK) ID J)) m Mechanical Properties Test Method Mechanical Properties Test Method Units MARV J > t Grab Tensile Strength ASTM D 4632 Grab Tensile Strength ASTM D 4632 kN(Ibs) 1.78(400)x 1.40(315) 5\WAL 0 Grab Tensile Elongation ASTM D 4632 Grab Tensile Elongation ASTM D 4632 % 15 x 15 OPuncture Strength ASTM D 4833 Puncture Strength ASTM D 4833 kN(Ibs) 0.67(150) Q�� �\ E N SFp Mullen Burst Strength ASTM D 3786 Mullen Burst Strength ASTM D 3786 We(psi) 5506 800 d n Trapezoid Tear Strength ASTM D 4533 Trapezoid Tear Strength ASTM D 4533 kN(Ibs) 0.67(150)x 0.73(165)Of "^its ✓ /}� w c UV Resistance ASTM D 4355 UV Resistance ASTM D 4355 % 90 m Apparent Opening Size ASTM D 4751 Apparent Opening Size ASTM D 4751 Mm(US Std Sieve) 0.425(40) 19524 („) Flow Rate ASTM D 4491 1/min/m al/min/ft Flow Rate ASTM D 4491 1 1/min/rh al/min/ft 2852 70 Permittivity ASTM D 4491 Permittivity ASTM D 4491 Sec' 0.90 05/09/2024 CD o y HI-FLOW DANDY SACK' (SAFETY ORANGE) HI-FLOW DANDY CURB SACKT"(SAFETY ORANGE) � 0 Mechanical Properties Test Method Mechanical Properties Test Method Units MARV qFi OF M o C pATR I C\Y�\ 0_ Y Grab Tensile Strength ASTM D 4632 Grab Tensile Strength ASTM D 4632 kN(Ibs) 1.62(365)X 0.89(200) O (V J :E Grab Tensile Elongation ASTM D 4632 Grab Tensile Elongation ASTM D 4632 % 24 X 10 C'7 3 Puncture Strength ASTM D 4833 Puncture Strength ASTM D 4833 kN(Ibs) 0.40(90) N U L Mullen Burst Strength ASTM D 3786 Mullen Burst Strength ASTM D 3786 kPa(psi) 3097(450) 0 Trapezoid Tear Strength ASTM D 4533 Trapezoid Tear Strength ASTM D 4533 kN(Ibs) 0.51(115)X 0.33(75) NOT APPROVED FOR (V 0 o UV Resistance ASTM D 4355 UV Resistance ASTM D 4355 % 90 0p Apparent Opening Size ASTM D 4751 Apparent Opening Size ASTM D 4751 M.(US Std Sieve) 0.425(40) CONSTRUCTION YFlow Rate ASTM D 4491 1/min/m(gal/min/ft) Flow Rate ASTM D 4491 1/min/rn(gal/min/ft) 5907(145) Permittivity ASTM D 4491 Permittivity ASTM D 4491 Sec' 2.1 SHEET $ *Note: All Dandy SacksT1 can be ordered with our optional oil absorbent pillows *Note: All Dandy SacksT" can be ordered with our optional oil absorbent pillows C2.02 5 DROP INLET PROTECTION DETAIL SCALE: NTS 6 CURB INLET PROTECTION DETAIL SCALE: NTS 7 NOT USED SCALE: NTS — — — — — — — — — — — — — — — — — — — — — J LINE TABLE — I v LINE LENGTH BEARING L1 321.87 NO°33'07.00"E L2 347.70 S89°17'10.63"E / I L3 775.44 N13°40'27.00"E // L4 55.39 NO°40'20.95"E I/ I w Lu Z Lu Lu I ° Q a w U cn_ W 0 0 z C3.04 W N Q co l 11 I CURVE TABLE co/ CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT N f f f » f f » f O N / C1 43.50 68.45 N45°37 58 E 61.61 90°09 42 43.62 00 C2 45.00' 60.51' N52°11'38"E 56.05' 77°02'22" 35.82' Z I / I C3 100.00' 22.69' N7°10'24"E 22.64' 13°00'06" 11.40' � SO432427950 � / � o JOINT SCHOOL DISTRICT NO. 2 // / m / ^ o cli cn I PROP LOT 1 , // // cn BLOCK 2 // / co ±10.49 ACRE co LOT /� J� I ■ y E 0 ic 0 W 3 / / I— C3.03 ILL /I O N I � / Q = I a W Z Q Q.E W �W a Y 5 o N I / / W Z O Q 3 i i - W L2 / — � 4-1 C3.02 W a o � E / I of n N N N Z 3 � PROP LOT 2, / � li PROP LOT 1 , / N N BLOCK 1 BLOCK 1 °° `° `° O 00 J ±0.64 ACRE LOT ±0.83 ACRE LOT / Lu SO432438850 I % / / J Q USTICK RENTAL LLC II — — — — — — — — — — / II cn W 2 CL C3.01 / I = = O o LL co co p o / co } 0 co W �� o m z rn J °° Lu00 w Z I L U5 g o I a cn w O �_ 0 E PROP LOT 3, �� I 0 c 0} w NORTH � BLOCK 1 ,�� /// SEAL N " ±1 .62 ACRE LOT SS\ORAL ENG o N ` — — — — — — — — — — — —� — — — — — GRAPHIC SCALE IN FEET 2 N — — — — 0 30 60 120 W = GG — — — — — — � 19524 — — 05 09 20240 UOF a W y -, — — — — — — CAUTION: NOTICE TO CONTRACTOR pATRIC`(` N J y THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF N �_ U S TI C K ROAD C3.05 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS 0 ° 0 D UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE NOT APPROVED FOR — — — — — — — — — — — — INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR CONSTRUCTION Y MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE SHEET 6 -E � RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT Knowwhanbelow. o a F WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Callbefom you digi C3.00 NOTES IRRIGATION NOTES CONSTRUCTION NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 13 INSTALL IRRIGATION BOX PER DETAILS 1 AND 3 ON C7.01 AND NMID STANDARDS 1 C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND 2. CONTRACTOR TO PROTECT PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING AND SPECIFICATIONS. INVERT AND RIM ELEVATIONS PER PLAN. CONTRACTOR TO SPECIFICATIONS STD DWG SD-701. IMPROVEMENTS THAT ARE TOO REMAIN As NOTED ON THE PLAN. NOTIFY ENGINEER IF EXISTING ELEVATIONS DIFFER FROM THOSE SHOWN ON ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED PLAN. DWG SD-709. DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE 14 INSTALL 6"X4" ROCK RIPRAP AT OUTLET DIMENSIONS PER PLAN INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN CONTRACTOR AT THE CONTRACTOR'S EXPENSE. Eg ACCESS PER ISPWC STD DWG SD-712. 15 EXTEND 12" CONCRETE ITD CULVERT PER ITD STANDARDS. MATCH EXISTING 14 CONSTRUCT 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS INVERTS. STD DWG SD-708. 16 INSTALL FLARED END SECTION PER ITD STD DWG 609-1 AND 609-2. 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. w STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. w 2 2® INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON o Q SHEET C7.00. a a ® PROPOSED DRIVE ENTRANCE PER ITD USTICK IMPROVEMENTS TO BE REMOVED IS cn CONTRACTOR TO VERIFY EXISTING AT THE TIME OF CONSTRUCTION. Uj EXISTING ELEVATIONS AND 7'Wx4'Lx2'D 14 � � CONTACT ENGINEER BEFORE 32 00 31 PROPOSED CONCRETE SIDEWALK PER ITD USTICK IMPROVEMENTS. CONTRACTOR CONSTRUCTION IF EXISTING F RIM: 2526.35 13 TO TIE INTO EXISTING GRADES. GRADES ARE DIFFERENT EXISTING STORM I GIRR INV: 2517.79 w N THAN DESIGN GRADES EXISTING 24" EXISTING ITD © PROPOSED CONCRETE CURB PER ITD USTICK IMPROVEMENTS. CONTRACTOR TO < CO CATCH BASIN ECR PIPE PER ITD CB-7A IRR OUTFALL �'Y\\\� REMOVE PORTION OF CURB TO ALLOW FOR DRIVE ENTRANCE IF EXISTING AT TIME o 31 c� OF CONSTRUCTION. I BCR r STA: 11+19.70 STA: 14+31.24, -16.00LT EX. GIRR BOX OFF: 16.00'LT RIM: 2526.32 INV IN (E):2518.73 INV OUT: 2523.30 \73 N a a I STA: 10+89.71 FL: 2528.09 $ INV IN (S):2518.73 � OFF: 44.96'LT u RIM: 2529.05 HO HQ INV OUSEEWNM NMID O FL: 2527.87_ - 13 GIRR INV: 2520.75t ME- - - - - - - - - - - _ _ _ _ - _ Q25: 0.23 CFS Ho - _ _ _ _ _ _ _ _ Q100: 0.28 CFS DETAILS��_ M - ...... STORM DRAIN NOTES IRR I - - - - 4 - 2527 - IRR - - - 14 1 C -2528- _ _ _ _ _ _ O2 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. I II C` I I I - - evoo evoo oesoo W \ - - - � =I 11 - - - - - - - -28 LF OF 12"- \ 10 2525- PIPE @ 0.50% 9 = _ \ ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. co \ N. GLASSFORD AVENUE cf) co n I I 2s CB-7B W �v \, I I �q� I 28 ECR 26 RIM: 2526.32 W Q9 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. O 40 1 00 12+00 13+00 STA: 13+35.00 c� o I 0 `� �/ I� 'v 30 26 - - - - I - - - - - - OFF: 16.00'RT- I w � �- INV IN: 2523.16 8 � _ A a / c� o o INV OUT: 2523.16 W 10 INSTALL 18 HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. Z J- - - J / 14 FL: 2526.95 �� �, LENGTH PER PLAN.Q25: 0.60 CFS Z_ - - W �8"W 8"W 8"W W 1 C 4 Q100: 0.71 CFS J �� \\� 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND o I- 16 19 = EX. 24" GIRR PIPE O ACHD BMP 20. M of 6 LF OF 12" U 10 x2527.31 2527.02 x 2 Ln BCR I ECR 1 C ;24 SEEPAGE BED-07 14 PIPE @ 0.50% Q 1© INSTALL SEEPAGE BED PER ACHD BMP 20. - eOvappppppppppppveOOv STA: 11+27.40� STA: 10+97.42 - - - 10 FINISH GRADE ELEVATION: -----� ---- - - m -STA: - � OFF: RT 4 OF BCR DIMENSIONS: 15'Wx45.5'Lx5'D OFF: 47.04'RT 2528 10 OVERALL SYSTEM VOLUME: 1365CF o 3 ® CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD FL: 2528.10 F STA: 13+05.00 PIPE INVERT ELEVATION: 2520.28 00 \ SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE N FL: 2527.65 15 - - - OFF: 46.00 RT_ - 1 - _ �_l0 LF OF 18" - - - - - - - - - INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE 2- - - - - - - - - - - - - - - - TOP OF GRAVEL: 2525.40 = CONTRACTOR TO VERIFY I / 2527 ECR FL: 2525.42 BOTTOM OF GRAVEL: 2520.40 PIPE © 0.00% 2 \ INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE EXISTING ELEVATIONS AND STA: 12+76.00 BOTTOM OF SAND: 2518.90 OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR � CONTACT ENGINEER BEFORE 16 31 / OFF: 46.00'RT - - r MAX GROUNDWATER ELEVATION: 2517.40 S&G-7 EX GIRR BOX ° CONSTRUCTION IF EXISTING ± / FL. 2525.57 I INFILTRATION RATE:4.00 IN/HR STA: 14+31.24, 26.50RT INV IN (E): 2518.83 / - - PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FORco c GRADES ARE DIFFERENT 2526 ADDITIONAL INFORMATION. THAN DESIGN GRADES / I 35 LF OF 18" RIM: 2526.16 INV OUT (W) 2518.83 o / I 10 INV IN: 2523.13 11 SEE NMID FOR cJ 16 FURNISH AND INSTALL A 30 MIL PVC LINER TO THE FULL DEPTH OF THE SEEPAGE o 1 118 I PIPE 0.00% INV OUT: 2522.28 DETAILS EX. GIRR BOX FACILITY TO A LENGTH AS SHOWN ON THE PLAN. �I I INV IN (E): 2521.30 a I I I 0I I I I BAFFLE IN: 2522.53 INV OUT (W): 2521.30 ® FURNISH AND INSTALL SHALLOW DETACHED INLET. REFER TO SPEC S901.613 OF BAFFLE OUT: 2523.03 / SEE NMID FOR DETAILS I "PLAN AND PROFILE OF PROPOSED SH-16. USTICK RD TO US-20/26" PREPARED FOR a ITD BY DEA FOR DETAILS. Y 0 _T ic f0 O w 3 m '^ 06 LL m LLm y O / N U) O Ln C Q 37' CLLL I1JZQ E Y 2532 K=15.0 VERTICAL CURVE 2532 LU O Q LLJ C) E U C U > c J m w LPL w _j LLI Z \\ � ao o N z Q (.0 00O JOo rn o L + � � co n O LL � (.004 O Nc N N + � N X O D n D LEI Oww QN Z G a N Qw N UJ 0 N 0- +6.23% � � N � PROP. GRADE 1­-- wbj AT 2528 _2 O 2528 CL LU � 1 U -0.65% GRADE - - - - - - - - _ _ ATE - - - - - 3 - - - - - - - - - - - / ' - N - - - - - - - KEY MAP N O O 3 00 00 00 0 c 2524 2524 C3.04 U 12" SD XING- Lu Q o y INV: 2523.30 Q a C)i C (� U a 3.03 Q N CLU L C3.02 Q Q p LL O O a o CO m m Z 01) 2520 2520 C3.01 m o o w o LU 36 cD RCP IRR XING U in Q o w C3.05 = Q U) L1J O � INV: 2518.80 � w = � } Q E 0 U d w 24" GIRR XING SEAL N " 2518 INV: 2518.96 2518 1 d > t rn o ASS\ONAL £N�i o � N N N ZGENSF� '�F�� 0 N Ln Ln Ln w m � U _N 11 +00 12+00 13+00 14+00 19524 05/09/2024 o 6)a � 9F� 0 �F N r pATR I C� ri j 3 CAUTION: NOTICE TO CONTRACTOR GRAPHIC SCALE IN FEET 0 10 20 40 `" U NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , 'A, CONSTRUCTION r; Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below C3.01 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. rCalibefore you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. i CONSTRUCTION NOTES I r I 1 C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND > SEEPAGE BED-06 SPECIFICATIONS STD DWG SD-701. w FINISH GRADE ELEVATION:2526.27 / ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD z LU S&G-6 DIMENSIONS: 17'Wx114.5'Lx3'D DWG SD-709. z w STA: 15+24.03, -24.01 LT OVERALL SYSTEM VOLUME: 2336CFCIV RIM: 2526.38 PIPE INVERT ELEVATION: 2521.68 / 10 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN °-° Q INV I N: 2522.53 TOP OF GRAVEL: 2524.00 1 / m 11 BOTTOM OF GRAVEL: 2521.00 N ACCESS PER ISPWC STD DWG SD-712. cn BAFFLE IN: 2521.93 BOTTOM OF SAND: 2519.50 SEE ON-SITE CONSTRUCTION / 11 INSTALL LANDSCAPE AREA PER LANDSCAPE PLANS. BAFFLE OUT: 2521.68 MAX GROUNDWATERINFFITRATTIONERA Eo6.00 N/HR DOCUMENTS FOR DETAILS / o z INV OUT: 2521.68 CONTRACTOR TO SMOOTHLY TRANSITION FROM 6 VERTICAL CURB AND GUTTER INV OUT: 2521.68 58 LF OF 18" 2 10 LF OF 18 - / / TO 6"VERTICAL CURB WITH NO GUTTER. N 2 10 PIPE ® 0.00% BCR N 37 LF OF 18" 10 10 LF OF 18" 2 PIPE C� 0.00% 14 10 13 _ STA: 16+76.76 - 13 / / 14 CONSTRUCT 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS o 0 PIPE © 0.00% PIPE @ 0.00% 68.0' v 2 SIDEWALK EASEMENT 4 - - - - - - - - - 4 eve OFF: 10 _ _ _ _ _ _ _ _ _ _ _ / / STD DWG SD-708. ee eae 14 _ _ - - - - - - - - - - - - - - _ - - - FL: 2527.16 e0e - - - - 10 s M 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION O ECR aaee o w 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT a a o o o U) 19 STA: 16+50.76 6 M SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS - OFF: 46.09'LT - - - - - - - - - U RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. 46.5' if 11 FL: 2527.16 19 19 STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION / CB-6B J -� x2526.54 2526.81 x -----_ W LU PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. U/' / ECR STA: 15+23.97, -15.98LT BCR ECR PC 2 2 INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON °`/ �T STA: 15+22.95 8 RIM: 2525.73 _ _ �, / �� STA: 16+20.76 14 STA: 17+06.76 11 1 C STA: 18+70.65 SHEET C7.00. rm /u� 6/ OFF: 16.00 LT /INV IN: 2522.56 OFF: 16.00'LT - - OFF: 16.00'LT W. ENDEAVOR STREET / FL: 2525.72- 526 INV OUT: 2522.56 16+00 - - 17+00 �" 18+00 OFF: 16.00 LT W Lco 2 252 o � O FL: 2526.42 FL: 2527.09 26 FL: 2 28.43 LU - - //l' CB-6A I - - �_ m - U) N STA: 15+22.95, 16.00RT - - - - - - - ��_ \ \ \ 2�'� O \ �2- - 2S \ 5 28 LF OF 12 RIM: 2526.00 2533 Z PIPE © 0.50% 9 8 INV OUT: 2522.70 4 \ ✓ 2 = Z / ---- _ Q25: 0.47 CFs x2526.56 2526.86x STORM DRAIN NOTES 1 C ECR - - _ - - - - in U) - - - - _ - - - - - 1 C - - - PC Q 02 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. _ 1- i STA: 15+24.21 1 C - - - co ECR STA: 18+70.65 o BCR BCR IRR IRIS OFF: 16.00'RT I OFF: 16.00 RT STA: 17+08.52 BCR FL: 2526.00 STA: 14+54.49 �� - - STA: 16+19�52 10 4 FL: 2528.43 ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. - - - - - Ex. GIRR Box - 10 - - - - - - - - - - - 10 - - - -OFF: 16.00RT _ - - - - - - - - �====f-2530-- - - - - - - - - - - - - - - - - - - - >V4 m STA: 14+54.49 _ _ _/ / OFF: 16.00 RT INV IN (E): 2521.30 OFF: 16.00 RT- ECR - - -I BCR FL: 2527.17 - - - - - - - - - - - - - OFF: 16.00'LT - / FL: 2526.17 INV OUT (W): 2521.30 FL: 2532.91 STA: 16+49.52 - STA: 16+78.52 09 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. N / SEE NMID FOR DETAILS , FL: 2526.17 � OFF: 45.91 RT � OFF: 46.09P RT _ ERR - FL: 2527.16 - IFL: 2527.39 _ - - - - - - - _ _ _ _ 10 INSTALL 18" HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. cn - 2528 2528-2528- - - - yy _ - - _ - - , / - / LENGTH PER PLAN. MATCHLINE SEE SHEET C3.01 - I r_ 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND N I -IIR IRR - - tRR- - _ - _ - _ _ IRR IRR -IRR -IRR IRR IRR IRR ACHD BMP 20. - - _ _ _ - _ _ - - - - _ - - - - - - - - - _ 1© INSTALL SEEPAGE BED PER ACHD BMP 20. CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD _ - - - SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE - X X X X - - I X X X _x�� - _ X x INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE \ / OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR ic 3 I PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR r ADDITIONAL INFORMATION. Ill 06 LL 1? m '^ Z wI O '^ W^ Q U) O A\ Ln � 1 + • LLI /\ i� LL LL, z E 00 Q - N Z W O (/ W C) bi EX. GRADE _ LU z t / ` - - - - _ �/ AT / LL w J Q 3 - - - - - - - - - / O _j � O 2528 ' \ 00 2528� ' - - _ - - - \� - - - - - - - + \\ o.78q L N PROP. GRADE _ w / QN AT z O r s m I- .. -0.65% Q c� cn o_ 0 CL W U C � I Q U a a N `m N 2524 2524 KEY MAP a m 3 12" SD XING o 0c\j o Z INV: 2522.70 0 0 0 3 o C3.04 _ c7 LL p W Q O a Q w 2520 n 12" PVC IRR X I N G 2520 U) .a INV: 2519.32 C3.03 = N C LU L C3.02 Q Q O `o co co O O } m O CO 01) w 2518 2518 C3.01 m o o z co � _ ° r- o z ; Y w z .N C6 C6 cd v in Q o N N N N C3.05 = Q U) LLI O p o E N N N N 0 0 C) 10- 2 U 15+00 16+00 17+00 18+00 SEAL W 0 N U m en = J NAL o TH 5��o[N F NO o%FF a w c R 19524 N 05/09/2024 C:, ° GRAPHIC SCALE ALE IN FEET 0 F�p OF 2 M o O 0 a 6, ATRIC 00 o y M j 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's belomL C 3.02 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig CONSTRUCTION NOTES NOTES 1 C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. SPECIFICATIONS STD DWG SD-701. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. DWG SD-709. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED 11 INSTALL LANDSCAPE AREA PER LANDSCAPE PLANS. DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT STORM DRAIN NOTES SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. Q2 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. w ® INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON SHEET C7.00. w Q9 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. UJ :MERIDIAN ONSTRUCT EARTHEN BERM WITH 15' NOISE ATTENUATION WALL PER CITY OF o ORDINANCE 11-3H-4.D AND IN COMPLIANCE WITH ITD AND ACHD ¢ 1INSTALL 18" HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. a ¢ TANDARDS AND SPECIFICATIONS. SEE SHEET C7.00 DETAIL 2 FOR CROSS w ECTIONS AND STATIONING. SEE SHEET C7.02 & C7.03 FOR NOISE BARRIER WALL LENGTH PER PLAN.TAIL 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND o 0 ACHD BMP 20. © INSTALL SEEPAGE BED PER ACHD BMP 20. w N a A CD STA: A: 20+15.93, -16.00LT G CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD RIM- 2527.56 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE \ 2528 ' 4 - 8 INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE \\ \ \ \ 1NESEESN PC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE �* _ _ _ _ _ _ _ _ INV OUT: 2523.50 4 STA: 18+70.65- - - - - - - - - - - - - - - - - - - - - -Q25. 0.65 CFS _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BCR- - �- - - OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR as o Q100: 0.77 CFS \ \ \ PC \ OFF: 16.00 LT 19 0 19 STA: : 16.00 72 co PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR \ \ \ \\ STA: 18+70.65 FL: 25 3 ci OFF: 16.00'LT U ADDITIONAL INFORMATION. \\ \\ � \ OFF: 16.00'RT 1 C o FL: 2528.43 00 FL: 25 14 - - - - -1 C - - - - 29.96- WPT J W STA: 19+31.15� 9 PPE ©28 LF 00.50% CB-5B 11 11 ADO IRRIGATION NOTES L co \ \ \ \ OFF: 16.00'LT STA: 20+15.93, 16.00RT N. ALAMEDA CREEK AVENUE 25 \- 20+00- 21+00 26 W Q1 INSTALL 6" SCHEDULE 40 PVC PRESSURE IRRIGATION PIPE. O N \ \ \ 1 26 FL: 2528.07 0 o c� RIM: 2527.5600 PT - - m - INV IN: 2523.36 - - - - 1 - - 0 \ \ \\ \ STA: 19+31.15 INV OUT: 2523.36 22+00 z Q INSTALL 6" GATE VALVE. z° \ 8 \ \ \ 4 252 I Q25: 0.45 CFS 2 \ \ RIM:2528.45 N OFF: 16.00 RT \ Q100: 0.53 CFS 2g = Q3 CONNECT TO EXISTING IRRIGATION PIPE. o \ INV N:2522.12 ^ M 8 INV S:2522.62 U m \ INV E: 2521.12 14 6 LF OF 12" ~ Q4 INSTALL 6" CAP FOR FUTURE CONNECTION. -------- ---------- ---------- --- CHECK:2523.12 �\ \ --- o AT1 - PIPE © 0.50%. 4 - 1 C - - - - 2��0 4- 1 C Q \ EX. INV 12" PIPE: 2523.22 p BCR o \ 3 INV 6" PIPE: 2523.22 _ C Ln n STA: 22+81.72 Q6 INSTALL 6"x6" TEE. EX. INV 1 - - - - - - - - - - - 0'- - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IN 6" PIPE: 2521.08 3 42 0 \ 7 3 LF 42 FI IV" IN 2529.96 Q7 INSTALL 12" REINFORCED CONCRETE PIPE w - - - - - -16 LF 7 - 2 - � l o SEEPAGE BED-05 1 Q8 INSTALL IRRIGATION BOX WITH WHEEL GATE AND WEIR PER DETAILS 1, 2, AND 3 ON co FINISH GRADE ELEVATION:BED-05 71 LF OF 18 10 S&G-5 C7.01 AND NMID STANDARDS AND SPECIFICATIONS. - _ _PIPE @ 0.00% - T DIMENSIONS: 20'Wx68'Lx5'D6-7 - STA: 20+15.93 26.50RT - - - - - - 10 INSTALL 6" PVC C900 IRRIGATION PIPE. o 6 OVERALL SYSTEM VOLUME: 2724CF 5 LF OF 18" ■ \ - 2 RIM: 2528.17 1 447 LF N �\ PIPE INVERT ELEVATION: 2522.18 PIPE ® 6.00% 11 INV IN: 2523.33 1 5 LF TOP OF GRAVEL: 2526.64 17 INSTALL WETWELL AND PUMP STATION PER RAINBIRD DETAIL ON SHEET C7.01. BOTTOM OF GRAVEL: 2521.64 INV OUT: 2522.48 \ - - - - / �\\mac 4 BOTTOM OF SAND: 2520.14 BAFFLE IN: 2522.73 C-A� \�� MAX GROUNDWATER ELEVATION: 2518.64 BAFFLE OUT: 2523.23 E - - - - �\ \,\ INFILTRATION RATE:8.00 IN/HR _T f0 U W 3 m ci N 00 W LL 1'1� N = LL 0 00 O N O '^ a + � ­ VJ O N N X o N > '� J � � = Qwz � Jw CL LL w z Q E W W Y w W 0 a J (n 2532 2532 M J LU z ° LLw > > Q t LLJ ° n (� 0 E - - - - - - - _ _ - - � O Lu - - - - - - ° 00 EX. GRADE - - CL 00 N ol- AT - - - - - - - -0.90%- - - - - - - olf _ Lo _ o NN - - _ - - - Q CL W m I­_ N U _ - - - -2528 2528 U a - - _ _ - - - �� �� - - - - - - PROP. GRADE KEY MAP AT N N d N N 3 C3.04 0 0 0 U00 co 00 3 O o ti ti ti = (n o 2524 2524 W LL y �� C3.03 J O LL Q 12 SD XING Q 'o a INV: 2523.50 v ui U) U a 3.02 ¢ N C L LU 2522 2522 Q Q o 0 2 o 0 C3.01 p O a r 00 } p N N N N J 00 } O Co w N N N Lc) C3.05 = m co Z M ¢ w W W 0') w co N 19+00 20+00 21 +00 22+00 L � ¢ ° Y o LLi o f ZO o o v a _ <_ _ SrAL C w en ID > S\ONAL o N GRAPHIC SCALE IN FEET Quo \GENSF� a 0 10 20 40 w N o 19524 05 09 2024or) 0 %� OF M IL 6, N O Y pATR I C`�� ri j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C3.03 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig IRRIGATION NOTES STORM DRAIN NOTES CONSTRUCTION NOTES NOTES Q1 INSTALL 6" SCHEDULE 40 PVC PRESSURE IRRIGATION PIPE. 02 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. 1 C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND 26 INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE SPECIFICATIONS STD DWG SD-701. SHEET C7.00. PLAN. Q2 INSTALL 6" GATE VALVE. ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD © TIE INTO EXISTING IMPROVEMENTS. 2. CONTRACTOR To PROTECT IN PLACE, DURING DEMOLITION AND DWG SD-709. CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO Q3 CONNECT TO EXISTING IRRIGATION PIPE. 09 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. 10 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ® INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD REMAIN AS NOTED ON THE PLAN. ACCESS PER ISPWC STD DWG SD-712. SUPPLEMENTAL SPECIFICATIONS STD DWG SD-710B. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO 4Q INSTALL 6" CAP FOR FUTURE CONNECTION. 10 INSTALL 18" HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. 11 INSTALL LANDSCAPE AREA PER LANDSCAPE PLANS. ® INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION ACCESS PER ISPWC STD DWG SD-712G. SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE LENGTH PER PLAN. 1 CONTRACTOR AT THE CONTRACTOR'S EXPENSE. Q5 INSTALL 6" 90' BEND AND P.C.C. THRUST BLOCK. 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND 13 CONTRACTOR TO SMOOTHLY TRANSITION FROM 6"VERTICAL CURB AND GUTTER CONSTRUCT EARTHEN BERM WITH 15' NOISE ATTENUATION WALL PER CITY OF ACHD BMP 20. TO 6" VERTICAL CURB WITH NO GUTTER. MERIDIAN ORDINANCE 11-3H-4.D AND IN COMPLIANCE WITH ITD AND ACHD STANDARDS AND SPECIFICATIONS. SEE SHEET C7.00 DETAIL 2 FOR CROSS 9 INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE CENTERED UNDER 1© INSTALL SEEPAGE BED PER ACHD BMP 20. 14 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS SECTIONS AND STATIONING. SEE SHEET C7.02 & C7.03 FOR NOISE BARRIER WALL ROADWAY. STD DWG SD-708. DETAILS. > Uj 11 INSTALL 36" REINFORCED CONCRETE PIPE, LENGTH PER PLAN ® CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT z Uj INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS 7i 13 INSTALL IRRIGATION BOX PER DETAILS 1 AND 3 ON C7.01 AND NMID STANDARDS z w INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. o AND SPECIFICATIONS. INVERT AND RIM ELEVATIONS PER PLAN. CONTRACTOR TO m NOTIFY ENGINEER IF EXISTING ELEVATIONS DIFFER FROM THOSE SHOWN ON OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION a a 1 PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. Uj 0 ADDITIONAL INFORMATION. 0 0 18 CONTRACTOR TO FIELD VERIFY IRRIGATION IS NOT IN CONFLICT WITH FOOTING OF NOISE ABATEMENT WALL. INSTALL VERTICAL BEND IN IRRIGATION IF REQUIRED. P C \ �� STA: 22+88.26 \ RIM: 2532.72 Q co OFF: 14.50'LT \ 13 GIRR INV: 2524.96 Z o FL: 2530.04 SEE ON-SITE CONSTRUCTION BCR CB-4A \ - 4"�""' STA: 27+29.29 STA: 27+73.52, -16.00LT 14 27 11 12 LF DOCUMENTS FOR DETAILS OFF: 16.00'LT RIM: 2531.04 \ a a 3 STUB & CAP FL: 2531.43 INV OUT: 2526.01 8 \ STA: 27+84.68' FOR ONSITE 4 ' IRR SYSTEM BCR Q25: 0.17 CFS , OFF: 16.00'LT I 4 ECR - - - - - -p 13 LF - - - - STA: 23+92.59 4 o STA: 27+06.60 Q100: 0.20 CFS- FL: 2530.94 1 - - -- - - _ : _ OFF: 16.00 LT -- - 19 - g 28 12"- - - - - - - - - - -OFF: 16.00LT - - - - - - - - - - - - - - - - - - - - - - , - _ - - - - - - - - - - - - - - - - - - - _ - --- � \ LF F GRAPHIC SCALE IN FEET 0 - - - - FL: 2531.63- U - - ;oe. 13 00 - 10 0 � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PIPE @ 0.50� I ECR oaae 10 0 -FL: 2531.00 - - - - - - - - - - - - - - - - - - - - - - o I 28 0 10 20 40 /_ 2 STA: 23+24.15 U' 19 / 19 / I 27 l Ln LLJOFF: 37.00 LT W I I FL: 2530.31 0 \ 1 C // 2S,3 - o / \ 1 C ' 4 \ STA: 27+73.52, 16.00RT _ 14 I eOeeeeeeeeeeee�" J - RIM: 2531.04 KEY MAP O N C� o000000000000.• W BCR - x2530.25 2530.55x BCR 26 8 INV IN: 2525.85 o PRc N. ALAMEDA CREEK AVENUE 11 / \ STA 7+29.29 W__ 28 INV OUT: 2525.85 o W g BCR STA: 23+86.05 / \ 1 z Cn STA: 22+81.72 STA: 23+50.15 OFF: 14.50'LT 26 25+00 � CA / 26+00 26 OFF: 16.00 RT � o, � •1 o U ' 1 0100: 0.14 CFS W OFF: 16.00'LT OFF: 37.00'LT� FL: 2530.92 F : 2531.43 _ � C3.04 0 Z FL: 2529.96 II 1 54 LF FL: 2530.50 N m 0 o / / ECR 4 STA: 27+84.68co J STA: 27+06.65 OFF: 16.00'RT o = 2 I 899 2531_ �8"W B..W 2532 / 8��`"�- ��"�- B..W B..W_ OFF: 16.00'RT 4..u,_28 o o \ 1 27 FL: 2530.94 6 U o00000000000000000000 / FL: 2531.63 14 U .0 2 1 1 LF OF 12" m Q I ld� - 6 PIPE @ 0.90% o C3.03 4 ECR - 00 RIM: 2532.23 N ,L - 0 1 C 40 - - STA: 23+92.59_ - 1 C - - - - - - - 1 C - / - - _ 0 1 1 S&G-43 GIRR INV: 2525.33 OFF: 16.00'RT cn o / _ _ _ - - - - STA: 27+72.28, 33.75RT c3.o2 cn _- - - - - - - - 18 - - - ECR - - - FL: 2531.00 �® o / / - ` RIM: 2531.27 t � � SEEPAGE BED-04 I \ 11 INV IN: 2525.74 m ' DIMENSIONS: 16'Wx36'Lx5'D- INV OUT: 2524.89 - OFF: 12.00 RT 42 - __ J 42 C3.01 0 OVERALL SYSTEM VOLUME: 1152CF BAFFLE IN: 2525.14 FL: 2530.17 N r PIPE INVERT ELEVATION: 2524.92 BAFFLE OUT 2525.64 " 1 STA: 22+81.72 STA: 22+89.20- BCR A: + 1 _ `� / BOTTOM OF GRAVEL: 2524.80 31 LF OF 18 10 PIPE @ 0.00% OFF: 16.00'RT OFF: 14.00'RT -STA: 23+77.62 - , - - - - - - - - BOTTOM OF SAND: 2523.30 PIPE @ 0.00% - - - - - OFF: 12.00'RT OFF: 14.00 RT / / / / MAX GROUNDWATER ELEVATION: 2521.80 Y FL: 2529.96 FL: 2530.07 FL: 2530.90 FL: 2530.93 // �� // GIRR INV: 2525.47 1 447 LF 1 26 LF INFILTRATION RATE:1.80 IN/HR T / I j SEE NMID FOR DETAILS 1 W 06 N N 2536 , ; 2536; 90 N Z O O m VERTICAL CURVE w Q ^ _ Ln K=50.0 � LL W z Q + c0 0 Y � N L0NM j:;� n Lu0 QWO + co N Lc) + co - N 5;Lo 0 (n 0 N 00 �/ J W Z r Q N - - - r � �Q N c0 LL w J > Q H PROP. GRADE J O Q 3 AT - - _- � `� O LL - _ - - - 2532 - - - - - - - - - - - -0.89� m < N 2532 O ~ W 0.90% _ - - - - - - - - - - - - - - - 0 cna_ Z CL O N - .t- - - - - - O N - U - - - _ - - - EX. GRADE - 50q CL W _ _ _ - - - - - - - AT 0 END OF IMPROVEMENTS. TIE INTO EXISTING GRADE FROM AVIATOR o N SPRINGS SUBDIVISION 2528 2528 3 0 0 o z 3 0-) 00 00 00 Q INV' 2D525N9 � o 36 RCP IRR XING c/) L INV: 2525.19 J Q o a a a R U 'w - U) U a a N w o 2524 2524 = = o 0 LLo can can C)LL o } o o co m w LLJ m p co W W U O� LU U > 3: 2 U LU o w z �; cn a o 0 0 PROPOSED 8" SSWR XING o o 0 a_ SEAL = o a U w N CD a 2 2520 2520 SS\ONAL o 0 0 QUO ��GENSFQ ��� a r7 U-) Lo Lo Lo Lo Ln o m N N N N N N 19524 C 23+00 24+00 25+00 26+00 27+00 28+00 s�/09/20�o c�q qTF OF o a CR C:) r � pATR I CK 00 � ri j 3 CAUTION: NOTICE TO CONTRACTOR � U r o NOT APPROVED FOR c\jTHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , CONSTRUCTION UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION o ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what'sbelow. C3.04 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoudig STORM DRAIN NOTES IRRIGATION NOTES CONSTRUCTION NOTES NOTES ® FURNISH AND INSTALL SHALLOW DETACHED INLET. REFER TO SPEC S901.613 OF 15 EXTEND 12" CONCRETE ITD CULVERT PER ITD STANDARDS. MATCH EXISTING 1C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND "PLAN AND PROFILE OF PROPOSED SH-16. USTICK RD TO US-20/26" PREPARED FOR INVERTS. SPECIFICATIONS STD DWG SD-701. 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. ITD BY DEA FOR DETAILS. 16 INSTALL FLARED END SECTION PER ITD STD DWG 609-1 AND 609-2. 14 CONSTRUCT 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING STD DWG SD-708. IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. © TIE INTO EXISTING IMPROVEMENTS. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 31 PROPOSED CONCRETE SIDEWALK PER ITD USTICK IMPROVEMENTS. CONTRACTOR TO TIE INTO EXISTING GRADES. 41 INSTALL CONCRETE PAVEMENT. MATCH EXISTING SECTION. SEE "PLAN AND PROFILE OF PROPOSED SH-16, USTICK RD TO US-20/26 ADA AND CANYON COUNTY" PLANS PREPARED FOR ITD BY DEA FOR REFERENCE. w z w z w O_ Q a- coa_ w U cn cn W O 0 z \ — — — — — — — - - - - - -/ / I L w N co MATCHLINE SEE SHEET C3.01 0CD 31 as I NO RTH H 15 16 27 2527.92 2527.81 2527.74 2527.65 2528.23 L 00 252s.o1 GRAPHIC SCALE IN FEET N 2527.87 ME 2528.67 0 10 20 40 i N 2528.10 ME o 2527.96 ME 14 18 41 c 2529.13 ME 2528.06 ME J 2S I 2528.12 ME V z 28\ I 1 1 C 2528.51 ME 1 C 2528.90 ME 27 2529.22 ME KEY MAPco ^ o 1 � 2529� —1 1 _ _ _ USTICK ROAD ^ M 0 I 1 1 - - - - - - - _ - - - - - � o — — - - - _ - - 2530- - - - - - - - - - - - - - - _ C3.o4 N — C/) (n O 1 (6 — — — — _ C3.03 � U N c C3.02 0 a C3.01 Tic A2 0 W 3 m rn VJ 0 LL m N Q LL 0 CL E /n W v�/ LLJ C) 2532 2532 J o N 00 ii0 J � Q � o O > O� — �7 3 � o � � ln o ; � + mF `V Z U O Cw ol + 006 + �' on — N c� cnd — G 4-1 Lo N o N + � PROP. GRADE AT Q N Q N Q N N LIP OF GUTTER 0° 0.47% Q m .. QN Ln 0 U) m m H .. CO (n 0_ m H .. Q N CL 2528 0 U) m0.38% o N m m ~ " 0.55% w —0.46% —0.38% o � m 2528 0 N Uo _ — - - - - N -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N :EX. GRADE AT LIP OF GUTTER 3 O O O U00 co co 3 O 0 ti ti ti = 2524 2524 LL 0 wLL Q a U 0- a W " CL w 2522 2522 W o 0 00 0o rn Q Q o0 LL Ln Ln C,4 } CO } o co N N N co Z 01) LU zLU 11 +00 12+00 13+00 z y � 0')LU Q o YLLJ U o w } 0 E 10 U d = Q SEAL U W 0 O U m en J o ��o[N Fo%FF � a Q W 0 C) w 19524 05 09 2024CD OF M IL 6, N O Y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U t , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION r; Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's belomL C 3.OJ[ UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING Z UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL O UTILITIES ARE SHOWN HEREON.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. = 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE ELEVATIONS. 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. GRAPHIC SCALE IN FEET 0 10 20 40 4. ALL FG SPOT ELEVATIONS ALONG PROPOSED CURB ARE BOTTOM FACE OF CURB ELEVATIONS. 5. CONTRACTOR TO SMOOTHLY TRANSITION BETWEEN CATCH AND SPILL CURB TO NOT IMPOUND WATER. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING GRADES. > w 7. CONTRACTOR SHALL ENSURE THAT ADA GRADES ARE MAINTAINED AT ALL ADA RAMPS AND SIDEWALKS. ~ z RUNNING GRADE SHALL NOT EXCEED 8.3%AND CROSS SLOPE GRADE SHALL NOT EXCEED 2%AT ADA RAMPS. w LANDINGS AT RAMPS SHALL NOT EXCEED 2%IN ANY DIRECTION. RUNNING SLOPES SHALL NOT EXCEED 5% Z w AND CROSS SLOPE GRADE SHALL NOT EXCEED 2%FOR ADA ACCESSIBLE SIDEWALKS. Q a m f 8. FINISHED FLOOR ELEVATIONS FOR THE APARTMENT BUILDINGS ARE THE UNIT FINISHED FLOOR ELEVATION v w 0 ME AND NOT THE GARAGE ELEVATION. w Ln O I r o z ABBREVIATIONS 76SW Uj N E--0 2515.00 FG FINISHED GRADE SPOT ELEVATION Q o - X X= - - - __- X _ - - -X- - - - - - - 2515.00 FF FINISHED FLOOR SPOT ELEVATION 2527 \ \ 2515.00 SW SIDEWALK SPOT ELEVATION I I I 2528.73SW - - - - 2528.11SW -_ - - - - 2515.00FL FLOWLINESPOTELEVATION - W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ W - - - - - - - - - - - - - as I - Z 2528.16FG 2528.16FG 2527.53FG N. G LAS S F O R D AVENUE 2527.45FG \ m \\ /� �I m 2s2, i LU \\ LEGEND c - U) --m _ \ - - PROPERTY LINE 00 00 �I I z \�., 00 4200 EXISTING MAJOR CONTOUR 528 rn W = 2528.16FG 2528.16FG 2 2527.53FG 2527.31FG 2527.02FG 2526.95FG \ \� _ \ - 4201 EXISTING MINOR CONTOUR m I O o m U N � 20 PROPOSED MAJOR CONTOUR � a m I 0i0ppe 2528.74SW 2528.73SW 2528.11SW \ 2527.52SW CCA 4201PROPOSED MINOR CONTOUR z - - - 2527.6.SW 2527.13SW 2527.60 - - OHP OHP EXISTING POWER LINE ^ N2528 252 02528.19SW 2527.5 M2527.72SW 2527.19SW ~ 2528.25SW 2527.58SW I I � OHP OHP PROPOSED POWER LINE ^ o - - - - - - - - - - - - - - - - - 2528.33SW - - - - - - - - - - - - - - 2527.69SW - - - - - - - - - - - - - - - - - ^ 0 I I 2527 ` \ - EXISTING STORM DRAIN LINE 2s.sosw / 2526 / 2528.35SW 2527.92SW �\ \I I >V4 m° PROPOSED STORM DRAIN LINE I / 2528.42SW 252s.22sw II I �\ PROPOSED POWER POLE 2526 N - - - - - - - - - - - - - - - - GRADE BREAK C/) REVERSE VERTICAL CURB AND GUTTER o 1 m 0 m U N Q N C O S T N E Y O _T ic f0 O w LL m i II n N L.L N LL O U) c I O w wr� Z Q .E I I J (D w 0 Q PROPOSED BUILDING z Q - PROPOSED BUILDING N FFE = 2527.80 KEY MAP J J pi I FFE = 2528.40 _ Q 2527.16FG �_ 2527.27FG 2526.40SW 2 3 O 527.00SW 2526.39SW 3 2527.50SW 2527.26G6 2527.83SW U 71 C4.01 z n/ 2527c"I .57SW W E - - - - 2527.16FG - - - / O cV 2526.69SW 2526.95SW v 2527.2rJ272527.33SW - w / - - - - - - - - - 2527.00FG 2527.13SW IvoI 2527.73SW - - - - - - - - - - - - - w s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2528.76SW - 2527.36SW 2527.16SW 0 2528.25SW 2528.37SW 2529.24SW 2527.41SW 2527.09SW 2527.59SW 2528.71SW 2J^29 U) C4.01 , ^ S2s 2526.30SW 2527.22SW 2526.86SW 2527.61SW 2527.63SW 2529.09SW w v Q o - j 2 - - 252-7.17FG 2527.59SW - - - - - - w C4 �v,52658F 2526.68SW O U) Q0 .00 w ° N N //� j T\ / - 2525.72FG _ _ - - _ - - 2526.47FG 2526.54FG 2526.81 FG 2527.08SW 2527.11 SW 2528.43FG10 z /// / / \'� 2526 -2526 - - - - - - - - - - 2527.09FG = C4.00 _ _ _ W. ENDEAVOR STREET _ - - - -2528 - - - U 526 - - - - / - - - - - - - 2527- - - - - - - - _ _ _ - - - - _ - - - - - - - F- a _ - a / I 2 - _ - _ - - - - - - - - - -2528----�--- - -_- - __-�_ c - - - _ _ _ � - � - --- - - - - - - - - - ---- 2529-_- - _ -- - - N N N 2S - - - - - - - -- -- --_-_- 2530_-_25.31=2532-2533= - 2s2 j - \� - \\\ \ \ / 0 0 o Z - - - - - - - - - - \ 00 00 00 3 - - - \ 2527.18SW 2527.23SW - - \ 2525.72FG 2526.48FG 2526.56FG � 2526.86FG 1 � 2s 2528.43FG ti ti ti = \ / 2527.72SW 2527.70SW 28 \ ___ _ _ 2527.26SW _ _ Q a I - e' - - - - - -2527.30SW 2526.89SW - - 2527.76SW 2528 - -'o - -/ - - U 2527.29SW 2527 2527.2ssw 2529 V \ I 1 1 2527.30SW 2526.87SW 2527.78SW 2527.77SW (`1 2529.01SW = . ` \ 2527.34SW 2527.31SW t ��\ \ / ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - CULjw ���-_ / 2528 _ - - - - - - - - - - - - - a = _2527.55SW 2527.90SW2526.75SW 2526.17FG 2526.65FG Q Q O LL p 2527.73SW 2527.96SW - - - - - m } 0)Cn - _ - - - - _ _ _ _ - U vO com z Mw NORTH o _ LU w 0')zz � Y w o w z � cn w O } o E ���� 2526.90Sw 2526.82FG 2526.32FG 2526.90Sw - -� _ - GRAPHIC SCALE IN FEET U a i��� J - - - - - - _ - - - - - - - - - - - - 0 10 20 40 SEAL 'wID en - - _ - - - Q - MATCHLINE SEE ABOVE > _ I X X \ S5\ONAL ENS X X - -X _ - = Q�oF ��GENSFO ' o LU U 05/09/2024 o0 19524 v cy qTF OF M IL 0, �, r pATRICy\ N ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR O m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ;6 m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C4.00 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 1�4 Do S S ll NOTES �1 1 EE HEET \ �- \ . �1 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S MA.�GN�1N - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING � - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL 2528.43FG \ 2528.88SW 2528.37SW 2529.81SW 2530.77SW UTILITIES ARE SHOWN HEREON.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR 2528.81SW 11 2528.73SW 2528.22SW 2529.66SW 2530.62SW UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. i� - - - - - - - -- - - - - - - - 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE 1 O ELEVATIONS. 1 1 uJ 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE 2529.96FG 1 1 1 ` 2528.00FG .96FG 4FG m ENGINEER OF ANY DISCREPANCIES. 1 1 1 2528.07FG \ / Lij 4. ALL FG SPOT ELEVATIONS ALONG PROPOSED CURB ARE BOTTOM FACE OF CURB ELEVATIONS. � N. ALAMEDA CREEK AVENUE UJI U) 5. CONTRACTOR TO SMOOTHLY TRANSITION BETWEEN CATCH AND SPILL CURB TO NOT IMPOUND WATER. 1 11 11 528 \ 2527.88GB 2 2S 2S3o // z 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING GRADES. 1 / 2 2527.56FG s28 29 2530.07FG J 7. CONTRACTOR SHALL ENSURE THAT ADA GRADES ARE MAINTAINED AT ALL ADA RAMPS AND SIDEWALKS. z 1 2529.96FG = RUNNING GRADE SHALL NOT EXCEED 8.3%AND CROSS SLOPE GRADE SHALL NOT EXCEED 2%AT ADA RAMPS. LU 1 --- U LANDINGS AT RAMPS SHALL NOT EXCEED 2%IN ANY DIRECTION. RUNNING SLOPES SHALL NOT EXCEED 5% Z w AND CROSS SLOPE GRADE SHALL NOT EXCEED 2%FOR ADA ACCESSIBLE SIDEWALKS. aLD m ------- ------ --- -------- 2528.22SW Q 1 - 2528.67SW - - - - - - - - - - - - 8. FINISHED FLOOR ELEVATIONS FOR THE APARTMENT BUILDINGS ARE THE UNIT FINISHED FLOOR ELEVATION C w j AND NOT THE GARAGE ELEVATION. w O 2528.75SW 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 1 2528.79FG 2528.34FG 2528.30SW 2530.72FG 2531.79FG 2531.34FG 2533.72FG w N Q O O 2 a a GRAPHIC SCALE IN FEET 0 10 20 40 L00 00 0 00 00 N 1 ` Z O 0 2530.12FG 1 ��-A z 2530.19FG 1 - // 2530.31SW 2530.22SW 2530.50SW 2530.36SW 00 - - - - - - - - 2531.55SW 0 2530.49GB - - - - -2530.92SW oeoe 2530.37G6 - osa000°oao -2531.08SW 2531.69SW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GRAPHIC E IN FEE m 2530.61 GB 2531.01 SW 2532.17SW U-1 2530.81SW 2531.00SW 2533.24SW 2532.37SW = ; 0 1 0 20 40 0 2530.56SW 2531.16SW - - - - - - - - - - -- - 2532.09SW 1 N 2530.31 SW 2530.92FG 2S 2533.16SW 2532.29SW O / 33 2531.04FG 1 5 m 2530.63SW 2530.96FG Q 2530.28SW w 2531.37SW 2532.50FG 2S`32 2532.00FG 2531.43FG o w 2530.16FG 2530.25FG 2530.55FG 2530.84SW Z�J� ��/ ' 1 � c) 2530.73SW N. ALAMEDA CREEK AVENUE Liu 2530.66SW N _ 2531.01 FG J KEY MAP y z 2s 2532.82G6 2531.13FG " `1 2531.60FG 2531.49FG 1 Fm _ (� / 2532.SOFG o000000000000000000 2530.17FG .73SW 530.91 SW ' 1 2531.17SW C4.01 77- _- 2531.29SW 2530.78SW � 2532.35SW 0 T � �h� 2531.25SW 2530.87SW // 2531.32SW 2531.76SW - - - - - - 2531.24SW - - - - - - - - - - - - - 2531.36SW - 2531.38SW 2531.35SW GJ�j�J 2533.16SW 2532.88SW 2532.66SW 2532.39SW - _ 2531.65SW ` 1 w 2 I _ - - - - - - - -- - - - - - - - - - - - - - 2531.61SW / 2531.49SW 1 3 rL � � � � ' 2532.50SW ` C4.01 t2533.58FG 2535.35FG - ' 2532.81 SW2531.58FG - - 2533.31SW 2533.03SW ` vJ 25343FG 50FG 2531.86FG 2531.33FG 0 �N LL 2535.07FG 25345 2534.36FG 2533.66FG N LL m a C4.00 LL 0 O ` - - - - - O Fm C4.00 `� Y W 0(/� z a C4.01 N J J W Z CL 3 V O L c LL o W a N Q] 4- , r LU - -- - - - N MATCHLINE SEE SHEET C4.00 2528.71SW / 2528.60SW 2528.76SW 2528.65SW 2527.80 ME i' 2528.08SW I '°° N N N 3 252 �8.12SW N N N Z �\ 2528.05 ME 00 00 00 �/ \ \ \ O L 0 c - 2528.06SW - 2527.90 ME w 2527.65 ME 2527.96SW 2528.50SW NORTH ABBREVIATIONS C� 2528.61SW 2528.45SW LU Q o y 2528.56SW / 2515.00 FG FINISHED GRADE SPOT ELEVATION Q a 2527.81FG 2527.74FG 2527.65FG 2528.23FG / w 2527.92FG 2529.01FG 2515.00 FF FINISHED FLOOR SPOT ELEVATION Q a 2527.87 ME 2528.67E j/ = N 2515.00 SW SIDEWALK SPOT ELEVATION CL LU 2527.96 ME 2528 / 2529.13 ME GRAPHIC SCALE IN FEET 2515.00 FL FLOWLINE SPOT ELEVATION = = O a 0 10 20 40 C0 C o LL O 2528.06 ME 2528.10 ME 2528.12 ME 2528.51 ME - - - 2528.90 ME >- } o co - - co w - Go - - - \ \� - - - - - - - - - - - - - - - - - - 2529.22 ME LEGENDLLI00 � � � M W Z w _ W_ _ - - z LD cn Q o W � � I W - - - _ - - - - - - - - - - - - - - - - - - - - - - - Q U) W O U U � � W - _ _ _ - - - - - - PROPERTY LINE W = Ld 0 E - -----EP �W - - - - - JDL - - - - - - U d- - - - - - - - _ } ----EP-----EP-- -W - - - - - - - - - - 420 EXISTING MAJOR CONTOUR SEAL < "- - - - EP - � � - - - - - - - - _ _ - - - - - - - - - c -- -----EP-- -EP __ W W- _ ---- - - - - - - - - - 20' EXISTING MINOR CONTOUR LU - - - -EP - - -EE- - -.-Ep C� m - - - - - -- EP-----EP- _ J - _ - EP --- W =_ - - - L EP-----EP �--� > ----Ep-----EP-----EP 20 PROPOSED MAJOR CONTOUR ��S5\(3NAL 20 PROPOSED MINOR CONTOUR QUO �\GENS O � OHP OHP EXISTING POWER LINE LU o C) w - OHP OHP PROPOSED POWER LINE 19524 05 09 2024 o N - EXISTING STORM DRAIN LINE r� 0 rn IL M o PROPOSED STORM DRAIN LINE F� cy qTF OF pATR I cy\ y N o L PROPOSED POWER POLE ri j 3 CAUTION: NOTICE TO CONTRACTOR - - - - - - - - - - - - - GRADE BREAK `" U Y NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, REVERSE VERTICAL CURB AND GUTTER CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C4.01 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig — — — — — — — — — — — — — — — — NOTES 1. GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATING THE INSTALLATION OF CONDUIT FOR THE FIRE ALARM SYSTEM WITH THEIR SUBCONTRACTORS. 2. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN HEREON.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 3. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE co ELEVATIONS. 4. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. > 5. PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY WATER RULES AND z REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION LU PREVENTION. z0 LU � Q 6. UTILITIES TO BUILDING CONNECTIONS ARE LOCATED 5 FEET AWAY FROM BUILDINGS. U W W O 0 z C5.03 LEGEND Q "' PROPERTY LINE W EXISTING WATER LINE a a W PROPOSED DOMESTIC WATER SERVICE LINE 6" W PROPOSED FIRE WATER SERVICE LINE(HYDRANT) 8" W PROPOSED FIRE WATER SERVICE LINE //% / 1 2��S EXISTING SANITARY SEWER LINE L00 6" SS PROPOSED SANITARY SEWER LINE 00 N RR EXISTING IRRIGATION LINE 0 0 N 00 IRR PROPOSED IRRIGATION LINE / % o QH EXISTING POWER LINE z SO432427950 EXISTING POWER POLE JOINT SCHOOL DISTRICT NO. 2 // / / 00 / W PROPOSED END CAP Ln / PROPOSED TEE m 1 PROPOSED FIRE HYDRANT N PROPOSED WATER VALVE W j / 00 PROPOSED SEWER CLEANOUT co r ill /l / ■ � NFm 0 Y 0 a 0 / LU Q / 3 SO432429360 U) ILL WOODSIDE AVENUE INVESTORS LLC 0 CL U) O Fm 2 W Z Q (DWD a LU Q T J N WZ > Q _ -I - - - - - - - - - - �/ // / J O w 01 W. ENDEAVOR STREET4-1 / C5.02 ' Lij i N N N U00 co co 3 Q U o SO432438850 I — — — — — — % / / J Q USTICK RENTAL LLC III — — — — w , / cn r PROPOSED BLOCK 8 / W w C5.01 ±3.15 ACRE LOT / can COa o °-° co } o co z 01) w :N I LU 3 J m w o M � coz °� I / z Y o U5 Q Z LUJ LD U = Q SEAL w / NORTH N < I / D Q ' OILL I // SS\ONAL ENG o � Q � - - - - - - - - - - - - - - - - - - - - - -/t- - � GRAPHIC SCALE IN FEET ��GENSF���'F�� 0 Q — — 0 30 60 120 LU U — — J 19524 2 (D — 05/09/2024 g z - USTICK ROAD - - — - — — - — ' �FC �FOF ��P�`�� o t — _ — - -- -- -- - -- — — — — CAUTION: NOTICE TO CONTRACTOR pATRIC`� N J —I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF M > 3 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS i UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE NOT APPROVED FOR p o — — — — — — — — — — — — — — INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR CONSTRUCTION m — — — MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY Y EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE ow what's below SHEET RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT Kn o WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig a NOTES WATER NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. ® INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE �5 INSTALL 8"X 8" x 8"TEE. CONTRACTOR AT THE CONTRACTOR'S EXPENSE. �9 CONNECT TO EXISTING 12" WATER MAIN PER ISPWC STANDARDS AND SPECS. REMOVE AND DISPOSE OF EXISTING TEMPORARY BLOW OFF VALVE ASSEMBLY. 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. SEE NOTE 2 ON SHEET > C0.10 FOR MORE DETAILS. 14 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD DWG W13. w Z w 21 WATER LINE/IRRIGATION LINE CROSSING. CONTRACTOR TO MAINTAIN MINIMUM 1.5' a a OF VERTICAL SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL v w REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE w O BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 0 Z © INSTALL WATER PIPE SLEEVE PER CITY OF MERIDIAN STD DWG SW1, SW2, AND W 15-A. W N © INSTALL 12" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF o 0 MERIDIAN STANDARDS. 26 INSTALL 12"x8" REDUCER PER THE CITY OF MERIDIAN STANDARDS. 4 I as I HO u — — HO x — —HO — — — HO — — — — — — — — — H� — YO — ���.. — — L N W � N IRR IRR I IRR IRR IRF IRR —IRR IRR IRR U — _ — — — — _ _ _ — _ _ _ — _ _ _ _ _ _ _ _ _ — — — ®— _ — — — _ — — _ _ — — J 7ER�i\7AlN LLI 000ee:oee:oo:voo:sooe. - - EXISTI G WA'I .. i L a Z N. GLASSFORD AVENUE 22 ccl) N 44 LF OF 8" C 1 w C) 1+00 12+00 13+00 14+00 12co _ 9 26 1 159 LF OF 8" PVC 1 0 n 4 LF OF 8 PVC 1 LLI 5 127 LF OF 8" PVC Z —� m l o I w B,.W f� B,.W 8>,>,W 8„W 8„W - 8„W 8"W — J- I = 4 21 Z ICI C.) 25 5 LF OF 12" PVC 1 31 LF F 8 PV �I I O " C I U) � — — — — - - — I — — — 3 = I YA2_TNT Io i / I I - - - - - - - -� — — 14 NE0f0° F/7 I W 2532 2532 )■ � 06 L.L LL N z N O / N U O J W � CL Z Q W O (D L1J C) E \ Se \ PROP. GRADE a \ @ ROAD r _ 2528 \\ 2528 LPL L J J W Z � > > Q O 1 3 O W \\ Pl — - - - - - - - - - - - - - - - - zw J — 4-1 - - - - - 5 LF OF 12" C900 PIPE � U - - VEX. GRADE - - - - — _ - - - - W- - KEY MAP EX. 12"PIPE b 2524 2524 — "t C) @ROAD IL 12 SD XING N INV: 2523.30 ° OF$' C5.03 159 LF C900 PIPE a m 12" PVC 3 - IRR XING t 36" RCP IRR XING INV: 2519.32 ONTO co co O 127 LF OF INV: 2518.80 ti ti ti = 3 8"C900 PIPE U) 0 cn c� wQ Q U 0 a P Z-Q p1 C 520 v FOF $ c5.o2 w 16 W U) _ LLJ Q a Q N C � 0 0- 0 LU U LL rn C5.01 Q Q O w c0 F- U O O U- } } o co O N U- m m Z O w u O m p p C")J W LU 0') O cn LU Z o M Q LD uJ O J 44 LF OF 8" C900 PIPE 0 E 2516 2516 O C) 0- } o SEAL = Q C T 'WID ^ 0 1 en V N J > S�0NAL ° 2514 2514 GRAPHIC SCALE IN FEET Quo \1�GENSF� a 0 10 20 40 ,., w m rn 0 19524 U 2 N N N N 05/09/2024 C:, N M 11 +00 12+00 13+00 14+00 cyF` p �� IL ATR I Cy\ o y M > 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION r; Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below CJ[ .01 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A WATER MAIN.THIS INCLUDES BUILDINGS,CARPORTS,TRASH ENCLOSURES,TREES, DEEP ROOTING BUSHES, ETC. WATER NOTES w 1❑ INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF z MERIDIAN STANDARDS. w SEE ON-SITE UTILITY PLANS / / �2 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF o w _ FOR CONTINUATION / / MERIDIAN STANDARDS. a m INSTALL FIRE HYDRANT ASSEMBLY WITH GATE VALVE PER CITY OF MERIDIAN STD cwn cn .DWG W8 &W9 — _ o 0 14 I ® INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. / / N INSTALL 8" x 8" x 8"TEE. a cN 0 i - - - - - - - - - - - - - - - - - - - - - � I I L - - - - - - - - - - - - - - - - - - - - - - - - - - � �7 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK CITY OF MERIDIAN STANDARDS. - - - - � b o � ANGLE PER PLAN. F2�0I I ® INSTALL 8" x 8" x 6"TEE. a s — 00 oo6 _ I 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF ��1 64 LF OF 8" PVC evoevoevo.:e SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. SEE NOTE 2 ON SHEET / W. ENDEAVOR STREET CO.10 FOR MORE DETAILS. 00 b 16+00 0 17+00 18+00 �° U 14 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD DWG W13. 5 LF OF 8" PV 1 kQp 7 45° � � _ I _ com _ _ 4 _ _ _ � _ _ _ _ � _ _ N 5 12 1 158 LF OF 8" PVC 00 / 8 M 0 5 21 WATER LINE/IRRIGATION LINE CROSSING. CONTRACTOR TO MAINTAIN MINIMUM 1.5' M.�8 "S M.18 4 OF VERTICAL SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL z / 14 LF OF 8" PV 1 2 20 LF OF 6" PVC _� REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE 'BEND AND IS SET A MINIMUM OF 10 CLEAR OF OUTSIDE OF CROSSING PIPE. -, — 45° 700 N — — — — — — — — — — — — — — o IRR IRR IRR IRR IR / RP— 1 38 LF OF 8" PVC ) 49 LF OF 8" PV 1 IRR IRR - - - - - - - Ln - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � o \ / 3 00 20 WATER I 14 21 N / EASEMENT �I cn I MATCHLINE SEE SHEET C5.01cn I o co I R II I I IRR IRR IRR IRR IRR IRR IRR IRR o I I 0 Q 21 C II Y I X X X X X x x x x x x x ic 3 0 w 3 m rn VJ 0 u 06 LL LL m -�+ m 0 N O O EX. GRADE i �` L.L w z Q @ ROAD Y � �� w0 (Dw0 0 N 2528 — — — — _ _ — 2528 _ J w Z � O oc p w CL N J U O :�DWID U @ ROAD cLLU C 0. 7 �/ ` W N U 2524 o O 2524 KEY MAP U 12" PVC SD XING INV: 2522.63 C5.03 3N c\1 c\1 " C900 PIPE Z O O O F 00 00 00 3 158►-F O 8 O 07 U oU) 2520 2520 Q �L a C5.02 C) Z) o W " w QCL a N LU t C5.01 Q Q O O o I I I I � c O LL u O 0 a o Co m m Z O W m p Cr) w U 0') w z CD U O E75 Q o w o_ 2516 2516 � w = � 0 0 E U d w ° NORTH SEAL ID U) J L 2514 2514 oF�SS\o[NMANS o GRAPHIC SCALE IN FEET Q� �� Fp F1, a r- 0 0 10 20 40 W ao ao o N N 19524 C � U') LO N N 05/09/2024 CD 15+00 16+00 ti�qTF OF M IL 6, N � r pATR I Cy\ ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U t , NOT APPROVED FOR O m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ;6 m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C5.02 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES WATER NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. Fil INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF 14 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD DWG W13. KEY MAP 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING MERIDIAN STANDARDS. IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF 19 CONNECT TO FUTURE EXISTING 8"WATER MAIN PER ISPWC STANDARDS AND 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED MERIDIAN STANDARDS. SPECS. LOCATION PER AVIATOR SPRINGS CONSTRUCTION DRAWINGS. DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE ❑3 INSTALL FIRE HYDRANT ASSEMBLY WITH GATE VALVE PER CITY OF MERIDIAN STD CONTRACTOR TO REMOVE TEMPORARY BLOW OFF VALVE ASSEMBLY, CUT BACK C5.03 CONTRACTOR AT THE CONTRACTOR'S EXPENSE. DWG W8 &W9. WATER LINE, AND PATCH PAVEMENT AS NECCESSARY TO CONNECT TO EXISTING WATER LINE AND ENSURE ALL SEPARATION REQUIREMENTS ARE MET. 4. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A WATER MAIN.THIS �7 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK CITY OF MERIDIAN STANDARDS. INCLUDES BUILDINGS,CARPORTS,TRASH ENCLOSURES,TREES, DEEP ROOTING BUSHES, ETC. ANGLE PER PLAN. 21 WATER LINE/IRRIGATION LINE CROSSING. CONTRACTOR TO MAINTAIN MINIMUM 1.5' OF VERTICAL SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL ® INSTALL 8"x 8"x 6"TEE. REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF VERTICAL INSTALL WATER PIPE SLEEVE PER CITY OF MERIDIAN STD DWG SW1, SW2, AND > SEPARATION PER IDEA STANDARDS. © W15-A. C5.02 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. w SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS z w NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A O C5.01 a Q MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. SEE NOTE 2 ON SHEET a C0.10 FOR MORE DETAILS. I J LI cn w w O o z SEE ONSITE UTILITY PLANS \ W - FOR CONTINUATION j \\ \\ R o 0co CD I 14 I I I I ''_',_,_ GRAPHIC SCALE IN FEET _ 0 10 20 40 — — — — — — — — — — — � _ — - -1-- - - - - - - - -�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - c � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °' I o0 1 55 LF OF 8" PVC co co C/) 4 LF OF 8" PVC 1 \ 22 N \ 23 0 co II I 19 / 7 45° 34 LF OF 8 W PVC 1 , \ _ T 03 z 23+00 1 19 LF OF 8" PVC 24+00 N. ALAMEDA CREEK AVENUE 25+00 26+00 27+00 0 \ w II \ 1 4LFOF8" PVCi 7 45° ��183 LF OF 8" PVC 11.25° 7 ^ co %4 /� 1 208 LF OF 8" PVC 8"yy 8"W 8••W 8"W 8"W 8"W 8"W 8"W 809 \ 1 21 LF OF 8" PVC ^ o 12 21 - I I 8 11 o — .3 ...................... ...................... II 12 LF OF 6" PVC 2 � o _ _ 00 w o 0 — — — — — — — — — — — �\ _ co I 'r�� \ 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I i \ 3:20'WATER 0 EASEMENT I I \\ N Q I I \ N C O S T N E Y 0 _T ic f0 O W 3 0 m ' ) 06 LL 2536 2536LL N z O / N U O C T N N CL LL W Z Q Y iii O � W V J W Z / LLJ > O Q 3 PROP. GRADE @ ROAD � — — — 2532 2532 O— — — — — — _ - - - - - - - - - \�� - - - - - - - - - - - - - O W CL N - - - - - - - - - - - - - - - - - - - - - - - J _ _ _ - - - - EX. GRADE C - — — @ ROAD IL z W a z ry o O 4 U O O 0 U 12" PVC SD XING N INV: 2525.99 2528 2528 INV: 2525.19 3 208 LF OF 8" C900 PIPE 34 LF OF 8" C900 PIPE O O O f" N N N 183 LF OF 8" C900 PIPE Z 2 ` N N N R\ 3 00 00 0 O o w ti ti ti Uj U 10 LF OF 8" C900 PIPE o CONNECT PI w Q � c °- a EX. 8" C900 PIPE � o y o MATCH EXISTING Q wa -UU U� INV: . cn U) U 00 2 a 0 w 0 2524 LL M 2524 o r00 LL o —' Q Q o LL m m CD o co w 21 F OF 8" C900 PIPE m p o z 01) ) V-8" SS z z v � � w zLD g 0 IN V: 2521.52 w w o w } Q E U d = QSEAL U W 0 Nen U m J 2520 1 1 1 1 2520 S�ONaL E N o 0 00 _M 7 Q�oFF�\GE N S M M M o19524 ° N N N N N 2 05/09/2024 24+00 25+00 26+00 27+00 28+00 o M 0 9F� 0 �F r pA IL TRIC`\ N ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U t , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C5.03 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 56561 C I 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION STA: 11+08.0133 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT OFF: 35.64'LT SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. w STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION L PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. w — — — — — — — — — — — — — — — — — — — — — — — — — �Ho — Ho— © INSTALL STREETLIGHT WITH DAVIT POLE PER CITY OF MERIDIAN STANDARDS AND p Uj DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE a m IRR -IRR _ IRR _ IRR _ IRR_ _ _ _ IRR _ _ _ _ _ _ _ HEIGHT SHALL BE 40' WITH 15'-25' MAST ARM. STREETLIGHT FIXTURES SHALL BE a I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — - - - - - - - - - - - - - - - U W PHILLIPS RFS 108W32LED4k T R3M UNIV DMG RCD7 PH8XL BR OR APPROVED 0 C I \ i\ EQUIVALENT. STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2, 0 0 (n W \ LIGHT POLE PER STANDARD DRAWING T4, AND LOCATION PER STANDARD I m I \ DRAWING T8. STREETLIGHT NAME PER PLAN. c� I N. GLASSFORD AVENUE WLU I v CD 1+ 0 12+00 13+00 0 o U 14+100 � KEY MAP 0 � m � W D I 56562C z 56563C _ p w 899W 89$W— STA: 12+46.0119 8"W 899UV _g»W i STA: 14+41.41 1 g J z a s OFF: 22.50'RT I:OFF: 22.50 RT U I O C6.01 I QC I = sae e,e / 00 I ;01 co GRAPHIC SCALE IN FEET 00 1\ I 0 10 20 40 N / \/ C6.00 N lid 00 O M 0 N W O 00LU LIGHTING NOTES: N > 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH 5 THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL W SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. o 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO co c STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT _ HTTPS: //CITIZENPORTAL.MERIDIAN CITY.ORG/CITIZENACCESS/ / TO OPEN A PERMIT AND REQUEST INSPECTIONS. W / 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE a J _ / REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED — W Q / WIRING. I / / 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM Y / / FIRE HYDRANTS AND 2'MIN FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A / REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING - ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC L1J — — — - - o — — — — — — — - - T — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. N O o 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) cn 3 — — — — — — — — U/ 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS U)o \ 00 — LOCKED METER PEDESTALS. z L.L LL � W / 7. ALL STREETLIGHTS AND STREETLIGHT AMENITIES (METERS, CONDUIT, JUNCTION Q _% eeeee y _ W-� BOXES, ETC.) NEED TO BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY PER J // 56564C 56565C 56566C 2 CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. i O 19 STA: 17+20.56 19 STA: 17+90.29 U) _ / 19 STA: 16+20.76 LU OFF: 19.50'LT OFF: 19.50'LT — — — — — — — — — — — LU_ — _ w z Q / — — — -OFF: E — �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0 � - 46+900 U - - - -- - - - - - - - - - �7 0� - - - - - - - - - - - - - - - - - - - - - - - -1i +0� - - - - - / .E r - W w c oo — �— I —gym — — — — i — i — — — I cn--- V) N Q � — x �� '�� W. ENDEAVOR STREET LLI z LL ii J W z i �iin„8- nn„8 M„g M„8 J O O - > Q I � > F_ z -n Q- - \ — — — — — T — — — — — — — — — - - Q W O � LU O J / Q I U MATCHLINE SEE ABOVE W I NORTH N ' of O I I d GRAPHIC SCALE IN FEET ® I 0 10 20 40 z 3 I O O O 00 co c 3 O o I X X X \ X ti ti ti (� c LL LL O o I 3 Q Q J n W w Q a N C L T O ,^ ,^ O VJ VJ O LL O O -O } O co T/{ N Z VJ W m p M W w U 0') w z CD U 07 Q o } Q E U 0- = QSEAL U W 0 N U m U) J Fo o ��oN %FF � a Q W o 19524 05 09 2024CD %� OF M IL 6, O o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below C6.00 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. \\ \ E SHEET \\ CONSTRUCTION NOTES \ 1 N�INESE \� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION - - - - - - - - - - - - - - - - - - - - - o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - 11000F THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT \ \ \ o \ SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS z — — — — — — — — — — — — _ RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. LU \ �\ STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION o Uj -0 \ \ \ J PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. a a 1 x w W---_� �, cn 1 OD m o 0 56567C 5656.8 W LIGHTING NOTES: \ STA: 19+83.4119 I STA: 21+81.81 19 \ \ OFF:\ 2cq 0 0 0 I 21+00 OFF: 19.50'LT 22+00 W-00 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH � THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL �' CO W N 1 \ m W SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. o 0 \ N. ALAMEDA CREEK AVENUE z 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO \ STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT \ - U HTTPS: //CITIZENPORTAL.MERIDIAN CITY.ORG/CITIZENACCESS/ \ TO OPEN A PERMIT AND REQUEST INSPECTIONS. a a ------------- 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE — — — — — — — — — — — — — - REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. \ \ Lncn - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - -- - - - - - - 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM \ FIRE HYDRANTS AND 2'MIN FROM WATER METERS. — ` 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A - — — — REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING co \ Z ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 00 O N 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) \ GRAPHIC SCALE IN FEET 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS a \ 0 10 20 40 LOCKED METER PEDESTALS. = Z 7. ALL STREETLIGHTS AND STREETLIGHT AMENITIES (METERS, CONDUIT, JUNCTION ~ BOXES, ETC.) NEED TO BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY PER \\ CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. /^\ co 0 a m 2 N cn o y I 56571 C \ \ 1 p I STA: 27+60.9719 0 = I OFF: 19.46'LT o \ - Z I o T - - - - - - - - - - — --� - - - - - - - - - - - - - - - - - - - - -- -- — - - - - - - - - - - - -`— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1� 90—\ 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � 0 1 r _ — W — \\ GRAPHIC SCALE IN FEET W > — — — — — — — o — — — — — — — — — \ \ 128+01 0 10 20 40 O N m oo \ 1 \ 1 U) W = 56569C 56570C w \ QLL y W STA: 23+80.2819 STA: 25+76.49 19 ,� \ 3+0o OFF: 19.50'LT 24+0o N. ALAMEDA CREEK AVENUE 25+o OFF: 19.50'LT 26+00 27+00 ' " \\ \ \\ LU a _LU ; C� W 0 Y J �� » » » » » KEY MAP N = 8W 8W— 8W 8W 8W 8W \ \ LL " �� \ O. \ LL L J W Z 0000000000000000000000 \ > Q ' C6.01 C14 > O 1 - - - - - - - — � \ ZLLI LL O I _ _ - - o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - C _ / \\ \ C6.014-1 o V L.L W C6.00 0 ° 1 I C6.00 u a 3 0 0 o Z U 3 O o ti ti ti = c� U) U W�/'� Q � VJ Lu Q L O o Q o J n W w Q a N C L T O O coVJ coVJ O -O } O co T/{ N Z VJ W m p p Cr) w U 0') w z CD U U5 Q o } Q E U d = QSEAL U W 0 N U m U) J Fo o ��oN %FF � a Q W o 19524 05 09 2024CD %� OF M IL 6, 0 o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR O m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ;6 m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below C6.01 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED i DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. I STRIPING AND SIGNAGE NOTES II I INSTALL 30"X30" STOP SIGN (R1-1)AND STREET NAME SIGN (D3-1) PER MUTCD STANDARDS AND ACHD STD DWG TS-1114. INSTALL 24" WIDE WHITE PAINTED STOP BAR PER ISPWC ACHD SUPPLEMENT AND > ACHD DETAIL 19 ON TS-1112.03. w 0-0 N �3 PAINT 4"YELLOW DASHED CENTER LINE PER ACHD STD DWG TS-1112.01 DETAIL 1 w D U' 15 — — — — -- — o FOR POSTED SPEED LIMIT<_40 MPH. z w 4 1 0 20 \ — — — — — — — ® LD INSTALL 24"X24" "NO LEFT TURN" SIGN PER MUTCD R3-2. a m w r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - — \ \� INSTALL24"X30" 30 MPH SPEED LIMIT SIGN PER MUTCD R2-1 AND ACHD STD DWG w 0 C Z "°°°° - OJ TS-1114. 0 z U) m �� I 104' m \ �7 INSTALL TURNING VEHICLES YIELD TO PEDESTRIANS/BICYCLISTS SIGN PER MUTCD n m �� 18 9 N. GLASSFORD AVENUE W R10-15(R) MOD AND ACHD STD DWG MUP-06. w N co TIN 11 00 12+00 13+00 0 o U 14+00 LU ® PAINT CROSSWALK PER ACHD DETAIL 18 ON TS-1112.03 0 0 �7 (n SEE SHEET O 13 m — w \ 3 "� 9 PAINT RIGHT TURN ARROW PER MUTCD STANDARDS AND ACHD STD DWG fll I— _ 14 _ z � TS-1112.07. � C6.32 � � I— 8"w 8"w 8"w 8"w 8"w 8' w 8"w a a I = 10 INSTALL 30"X30"W11-2 AND 21"X15" W16-7P PEDESTRIAN CROSSING SIGNS PER C 20 MUTCD AND ACHD SUPPLEMENTAL SPECIFICATIONS. I Q 14 PAINT 4" DOUBLE YELLOW CENTER LINE PER ACHD STD DWG TS-1112.02 DETAIL 7. 3 20 cn / 5 o � 0 15 INSTALL 30"X30" "RIGHT LANE MUST TURN RIGHT" SIGN PER MUTCD R3-7R. _ _ 00 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 1 I /� 1 ® INSTALL 30"X30"W11-15 AND 21"X15"W16-7P PEDESTRIANS/BICYCLISTS CROSSING SIGNS PER MUTCD AND ACHD SUPPLEMENTAL SPECIFICATIONS. N L \ O -T— �♦�I� i Z � -- H KEY MAP � No 00 M W 0 N Uj O C6.03 0 N >_ 11 cn s 03 I U o m u (� GRAPHIC SCALE IN FEET o / 0 10 20 40 o y w J — W J Q / C6.02 Y II 1 �� — - -- — 2 — � — — - - - � / 5 / I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LU _ :. — — — — — — — — — — — — — — — — — T o t o I I 10 ® - LL W L.L o v' °° ^ LL ae L j M a / W O Q LL / O N U) C a / W. ENDEAVOR STREET LD O LLI Z Q E + �/ o 16+00 o U 17+00 18+00 W (� (D w 0 �5 J z N F14 QJ LU z z > Q CL O 3 U � �, LL O LL s / Uj _ I I \�� I 10 0 I I n I U 0 a W I NORTH II I N N I I I d GRAPHIC SCALE IN FEET 0 10 20 40 0 0 o Z MATCHLINE SEE ABOVE I I 00 00 0 3 o I I ti ti ti (n 0 Q Q z a U a U Q a N CLU LL L T / �V/� O VJ JLL O O r^} �T/{�J z VJ w m p M W w U 0') w z CD U E75 Q o } Q E 0 10 1 U d = Q SEAL U W 0 N U m U) J Fo o ��oN %FF � n w " 19524 05 09 2024° %� OF M IL 6, 0 o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C6.02 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 11 1G6 02\ STRIPING AND SIGNAGE NOTES \ 1 .�GN�-INESE \�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1❑ INSTALL30"X30" STOPSIGN (R1-1)ANDSTREETNAMESIGN (D3-1) PERMUTCD \ M{� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Uj o STANDARDS AND ACHD STD DWG TS-1 114. w — — — — — — — — — — - �2 INSTALL 24" WIDE WHITE PAINTED STOP BAR PER ISPWC ACHD SUPPLEMENT AND z \ - ACHD DETAIL 19 ON TS-1112.03. z w \\ 1 J O © INSTALL 12"X36" OBJECT MARKER SIGN PER MUTCD OM3-R. °-° m 00 79 J v w \ Xp W ® PAINT CROSSWALK PER ACHD DETAIL 18 ON TS-1112.03 Uj 0 \ 4 m o ° 1\ 20+00 0 o W 21+00 22+00 W-00 10 INSTALL 30"X30"W11-2 AND 21"X15" W16-7P PEDESTRIAN CROSSING SIGNS PER _r � � �� G7 MUTCD AND ACHD SUPPLEMENTAL SPECIFICATIONS.\\ w CO N` 14 m zLLI 11 CONNECT TO EXISTING AVIATOR SPRINGS SUBDIVISION. o \ N. ALAMEDA CREEK AVENUE = 14 PAINT 4" DOUBLE YELLOW CENTER LINE PER ACHD STD DWG TS-1112.02 DETAIL 7. --------\�---- ------------ Q — - - - - - -- - - - - - - \ � Z \ 1 O 00 00 Z N 00 — O N I O N GRAPHIC SCALE IN FEET a 0 10 20 40 Z N O 00 M W 0 N O m O N cn (6 w , \ \ � 4"p1RR � ■ � o Z O Z - - - - - - - - - - 2 ==1-- - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o `" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - /\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - 00 — W — — — — — — — — — GRAPHIC SCALE IN FEET w O — o \ \ 28+pp 0 10 20 40 N cd -i 00 Cn Q w LL W 10 w V' M L.L y W \ w O U) 3+00 `I� 24+0o N. ALAMEDA CREEK AVENUE+00 o 26+00 2�+00 / �' 11'I - z 0 O z I � � � � � m � I � � � """ , � O w Z Q _ �, �7rq r�nr'� Y J 1 0 �� Q�� Q�� Q�� Q�� » Q» Q» \ / KEY MAP V W 0 a = 6 8 W 8 W 8 W 8 W 8 W 8 W 8 W - / / Z J — .N L O'' I� ' L < J LU Z v J > Q TT LU 3 — Z- - - - - - - - - - - - z Q W _ — \ C6.03 -1 W — — r,=C6.02 a 0 a C6.02 0 C6.04 = a m 3 O O O Z U 3 O o ti ti ti = U) o J Q Q z a U U Q a N CLU L T O ,^ ,^ O VJ VJ O -O } O co T/{ N z VJ w m p Cr) w U 0') w z CD U U5 Q o } Q E 10 1 U d = Q SEAL U W 0 N U m en J o ��o[N Fo%FF � n w " C) 0 19524 05 09 2024CD %� OF M IL 6, O o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below C6.03 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. STRIPING AND SIGNAGE NOTES INSTALL 30"X30" STOP SIGN (R1-1)AND STREET NAME SIGN (D3-1) PER MUTCD > STANDARDS AND ACHD STD DWG TS-1114. w �2 INSTALL 24" WIDE WHITE PAINTED STOP BAR PER ISPWC ACHD SUPPLEMENT AND w ACHD DETAIL 19 ON TS-1112.03. z w ® INSTALL 24"X24" "NO LEFT TURN" SIGN PER MUTCD R3-2. °—° m a_ � w U El INSTALL TURNING VEHICLES YIELD TO PEDESTRIANS/BICYCLISTS SIGN PER MUTCD w O R10-15(R) MOD AND ACHD STD DWG MUP-06. 0 1 z PAINT RIGHT TURN ARROW PER MUTCD STANDARDS AND ACHD STD DWG TS-1112.07. w N INSTALL 36"X12" "ONE WAY" SIGN PER MUTCD R6-1 R. o co ' 16 INSTALL 36"X36" "RIGHT LANE MUST TURN RIGHT" SIGN PER MUTCD R3-7R. INSTALL 8" PAINTED WHITE STRIPE PER ACHD DETAIL TS-1112.03 DETAIL 15. INSTALL 4" PAINTED YELLOW STRIPE PER ACHD DETAIL TS-1112.03. 3 I I ao ` ,�� // 19 INSTALL 4" PAINTED YELLOW MULTI-USE PATH CENTER LINE. 3' LENGTH &9' GAP. 00 INSTALL 30"X30"W11-15 AND 21"X15"W16-7P PEDESTRIANS/BICYCLISTS CROSSING \ SIGNS PER MUTCD AND ACHD SUPPLEMENTAL SPECIFICATIONS. O N � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — co MATCHLINE SEE SHEET C6.02 - 18 N 19 0 18 0 25.0' 25.0' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 19 20 0 16 N 0 7 9 9 25.00' U) 1 4 - co o .0 0 a 105.0' 16 5.0' 13.7' Fm USTICK ROAD EXISTING 4"WHITE STRIPE TO REMAIN 1 I EXISTING 4"WHITE STRIPE TO REMAIN s NORTH Y 0 _T A2 f0 O w N GRAPHIC SCALE IN FEET 0 10 20 40 LJJ LL (� LL — — M 0 LL 0 0 L a w n Z Q E KEY MAP (� M Y r w C V _ a 5 O Q Z L N z Q J W Z QCL > OQ C6.03 Q 3 O W � 1 3 p z V) p Lu EZ LL C6.03 LL s m U C f0 CLU 6.02 a U C6.02 of C6.04 a m 3 O O O Z U 3 — — — — 00 00 00 0 07 LL Lu J Q 0 Q z a U U Q a N CLU L T O O coVJ coVJ O -O } O co T/{ N z VJ w m p M W w U 0') w z CD U U5 Q o } Q E 10 1 U d = Q SEAL U W 0 N U m en J o ��o[N Fo%FF � n w " C) w 19524 05 09 2024CD %� OF M IL 6, 0 o y pATR I C`�° ri j 3 CAUTION: NOTICE TO CONTRACTOR `" U , NOT APPROVED FOR o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , ''A, CONSTRUCTION Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below C 6.04 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 47' R/W 47' R/W 8' 16.5' 16.5' PLANTER B/C B/C 13' S/W 16.5' 16.5' EASEMENT B/C B/C I I I I I NO TREES OR SHRUBS OVER SEEPAGE BED NATIVE BACKFILL z 2' S' 5' , PLACED AND COMPACTED PER S/W 2 2 1 0 GEOTECHNICAL REPORT I2.0% 2_Q°-f _ S/W1 S/W 5t 2' 2.0% 2.0% S/W > - --------------------- ----- - Mph �74q �� INLET FROM SAND AND 18"SOLID WALL HDPE PIPE 18"HDPE PIPE(TOP HALF OF PIPE TO BE PERFORATED) �'•1 x MP 3 ui GREASE TRAP INVERT PER PLAN --------------------- INVERT PER PLAN----------------------- Q �J MqX z PROP. PAVEMENT SECTION PER MONITORING WELL PER CONCRETE SIDEWALK „ CONCRETE SIDEWALK z w CONCRETE SIDEWALK CONCRETE SIDEWALK 5' MIN. DETAIL ON THIS SHEET ACHD LOCAL ROAD PAVEMENT PROP. PAVEMENT SECTION PER EMBEDMENT PER PER ACHD SUPPLEMENT PER ACHD SUPPLEMENT a ovovovov w PER ACHD SUPPLEMENT PER ACHD SUPPLEMENT „ m ISPWC STANDARDS SECTION DETAIL BELOW. ACHD LOCAL ROAD PAVEMENT a Q TO ISPWC SD-709 TO ISPWC SD-709 TO ISPWC SD-709 TO ISPWC SD-709 LLI STORMTECH DETENTION SYSTEM = SECTION DETAIL BELOW. C) IMPERMEABLE THERMOPLASTIC ANGULAR-"-2"ROCK " " PROP. 6" VERTICAL CURB W O LINER TO LINE SPECIFIED w PROP. 6" VERTICAL CURB & PROP. 6 VERTICAL CURB PROP. 6" VERTICAL CURB & o z SEEPAGE BED SIDES o GUTTER PER ACHD SUPPLEMENT & GUTTER PER ACHD GUTTER PER ACHD SUPPLEMENT & GUTTER PER ACHD GROUNDWATER NOTES: TO ISPWC SD-701 SUPPLEMENT TO ISPWC TO ISP C D-70 SUPPLEMENT TO ISPWC call 0& SD-70 W N 1. CONTRACTOR SHALL NOTIFY THE ENGINEER w N IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ACHD LOCAL ROADS TYPICAL SECTION 1 WITHIN 3 FEET R THE BOTTOM DESIGN ELEVATION ACHD LOCAL ROADS TYPICAL SECTION C T O N 1 FOR ANY INFILTRATION FACILITY AND/OR IF IT IS ASTM C33 FILTER SAND �? N.T.S. HIGHER THAN ANTICIPATED. Z_ 2. GROUND WATER ELEVATIONS BASED ON TEST PIT g N.T.S. W. ENDEAVOR STREET DATA GATHERED BY ATLAS TECHNICAL a a CONSULTANTS,LLC,IN REPORTS NO.B220953G co N. GLASSFORD AVENUE (STA: 10+00.00 TO STA: 15+22.95) (FROM STA: 15+45.88 TO STA: 18+70.65) �* (MAY 23,2022)AND B231194G(SEPT.5,2023). 3. SEE PLAN AND PROFILE SHEETS FOR HIGH GROUND SEEPAGE BED PROFILE VIEW ' / WATER ELEVATIONS. �/ HIGH GROUND WATER 47 R/W/ 15' HEIGHT NOISE SEEPAGE BED NOTES: ATTENUATION WALL p 1. DESIGN INFILTRATION RATE:BETWEEN 1.44 AND 8.00 /7�/ 71 77 8' PLANTER PLANTER L IN/HR BASED ON INFILTRATION TESTING BY ATLAS LENGTH PER PLAN GEOTECHNICAL ENGINEERS,REPORT NO.B231194G. Ln 2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE 16.5' 16.5' 35' L w AFTER THE FACILITY IS FULLY EXCAVATED. CV 13' S/W B/C B/C L/ r` STORMTECH DETENTION SYSTEM SEEPAGE BED AREA EASEMENT BUFFER O N IMPERMEABLE THERMOPLASTIC SP-3, 0.5" MIX, I o LINER TO LINE SPECIFIED Z „ 8' S/W 2� SEEPAGE BED SIDES 5 J 2.5 PG 58-28 EASEMENT 4.0" MIN OF z, ------------------------------------------------------- 1' INLET FROM SAND AND 18"SOLID WALL HDPE PIPE 18"TOP HALF PERFORATED HDPE PIPE W 0.75" ABC 2' 1 0' 9' 9' N GREASE TRAP INVERT PER PLAN INVERT PER PLAN co ------------------------------------------------------- / 5' 2' o „ S W S/W 3 MPX 3.1 'yqX o 14.0 OF 6.0 2� 2�� STATE HIGHWAY MINUS PIT RUN IMPROVEMENTS Ln \ MP 3' TALL NOISE BUFFER 00 BERM PER CITY OF o SEEPAGE BED AREA MONITORING WELL 5 MONITORING WELL MERIDIAN STANDARDS N PER DETAIL ON PER DETAIL ON CONCRETE SIDEWALK THIS SHEET THIS SHEET CONCRETE SIDEWALK PER PROP. PAVEMENT SECTION PER "ACHD PER ACHD SUPPLEMENT � 50' NOTE: ACHD SUPPLEMENT TO ISPWC-709 LOCAL ROAD PAVEMENT SECTION" TO ISPWC SD-709 in N 1. PAVEMENT SECTION PER ACHD RECOMMENDED SD-709 DETAIL BELOW. t SEEPAGE BED PLAN VIEW STANDARDS. PROP. 6" VERTICAL CURB & PROP. 6" VERTICAL CURB & GUTTER GUTTER PER ACHD SUPPLEMENT PER ACHD SUPPLEMENT TO ISPWC TO ISPWC SD-701 0 ACHD LOCAL ROAD PAVEMENT SECTION sD-701 N F ACHD LOCAL ROADS TYPICAL SECTION- 0 N.T.S. N. ALAMEDA CREEK AVENUE (STA: 19+39.36 TO 23+57.96) _T f0 r SEEPAGE BED DETAIL SCALE: NTS I 15' HEIGHT NOISE w 47' R/W ATTENUATION WALL R U 8, 8, PLANTER PLANTER LL LEGEND LL N 0i WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER $ S/W 16.5' 16.5' 35' O 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED EASEMENT g C B/C L S U) O / / FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) I BUFFER 2 0 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER 13' S/W LL LLI 0 TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- n w Q CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS EASEMENT Y O �V 6' 1' 6' I-III II=III=III : 4 e ` s PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" -III-I °_ '- 0 `s 2' 10' 2'PIPE. DRILLED WELLS MAY USE 4" PIPE �� J"- NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK r5`W S/W MPX 3'� MgXI J w 03 POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LBS CY 3' \ 10 7. 0 AP BACKFILL MATERIAL TO MATCH STORAGE MEDIA OR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. 2.0q 2.0% STATE HIGHWAY J / 0 Q IMPROVEMENTS USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES py` 2 r 3 ^ , , ' a v_''°. --;°.A e. ,\ M ' TALL NOISE BUFFER �' BERM PER CITY OF W 5 3 NOTES: MERIDIAN STANDARDS O w PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR Q _ STORM DRAINAGE FACILITIES _ N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS Q 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD w W 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 0 0 U 51 E Q CC �~18„o �I G ACHD LOCAL ROADS TYPICAL SECTION a' O N.T.S. w iil N. ALAMEDA CREEK AVENUE (STA: 23+92.59 TO 26+40.55) It 3 X 8 III 3 O O O z W U 3 Li6 SECTION CONCRETE COLLAR i c/) > N.T.S. -� 15' HEIGHT NOISE Lu o o 47 /W I ATTENUATION WALL R U Q 0 o o o 4 Q H o- W 0 R o LL1 o 0 CONCRETE SIDEWALK PER $ `n PLANTER d ACHD SUPPLEMENT TO ISPWC PROP. PAVEMEN SECTION PER CONCRETE SID WALK w 9 g' S/W SD-709 "ACHD LOCAL ROAD PAVEMENT PER ACHD SUPPLEMENT 16.5' SECTION" DETAIL BEL16.5' I T135'3PWC SD 709 Q Q O CD LL o EASEMENT 6' VERTICAL CURB & B/C B/C PRO 6" VERTICA L/S & Co o LL GUTTER PER ACHD SUPPLEMENT GUT R PER ACHCBUFFEREMENT } } cn TO ISPWC D-70 TO I PWC SD-7(5' S/W m m z p0j a w EASEMENT 6' 1' 6' m LU UJ Z � 2 U S W 10 2' VARIES P 7 0 U d w z Lu cn Q o 0 0 2' 5' Q U) w O a / BMX 3' M S/W 3' qX Ld o 7 Q 2� 1 2 0% -----.:, STATE HIGHWAY SEAL w IMPROVEMENTS g c SECTION \ MP 2' TALL NOISE BUFFER N.T.S. S\ONAL eN BERM PER CITY OF CONCRETE SIDEWALK PER CONCRETE SIDEWALK MERIDIAN STANDARDS S \CENSFQ��F� ACHD SUPPLEMENT TO ISPWC PROP. PAVEMENT SECTION PER PER ACHD SUPPLEMENT Q �' a SD-709 "ACHD LOCAL ROAD PAVEMENT TO ISPWC SD-709 w � - o SECTION" DETAIL BELOW. 19524 g PROP. 6" VERTICAL CURB & 05 09 2024 o GUTTER PER ACHD SUPPLEMENT PROP. 6 VERTICAL CURB & s �0 V GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 OF 2017 ACHD REVISION 2017 ACHD REVISION TO ISPWC SD-701 PA a rn � 'S,9 F ATRICK o CDL M J M - 3 IDAHO STANDARDS IDAHO STANDARDS N r FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING ACHD LOCAL ROADS TYPICAL SECTION o _I NOT APPROVED FOR CONSTRUCTION OBSERVATION W E L_L_ S D - 6 2 7 CONSTRUCTION OBSERVATION W E L_L_ S D- 6 2 7 CONSTRUCTION (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 N.T.S. Y N. ALAMEDA CREEK AVENUE (STA: 26+94.89 TO 27+84.68) SHEET U o a C I .00 3 GROUND WATER OBSERVATION WELL DETAIL SCALE: NTS r 2 STREET SECTIONS SCALE: NTS 8 7 6 5 4 3 2 1 11 10 13 12 NOTES: 8" 8" F 42" DECK DRAWING BASED ON QUOTE#CVS112123 701A F POWER: 230/1/60 V/PH/HZ 2.5" ASPHALT CONCRETE z z 6" REF SLAB �24 TOTAL FLA: 67 A 4" AGGREGATE BASE ° FINISHED GRADE ALL SIDES WET WELL MAX DESIGN FLOW: 50 GPM a EXPANDED METAL 15 O MIN DESIGN FLOW: 15 GPM UP BOLTS ON ALL _ 26"WWq DISCHARGE PRESSURE: 45 PSI 4 CORNERS 21 1/2" flUu ® DISCHARGEq 1. SLAB DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. THE PROJECT ENGINEER SHOULD BE CONSULTED FOR 12" FINISHED GRADE a #4 REBAR 16" ON CONSTRUCTION DETAIL. SLAB AND PUMP HOUSE MUST BE P.C.CONC. 11" AGGREGATE SUBBASE BUILT IN ACCORDANCE WITH LOCAL BUILDING CODES. a CENTER BOTH 2.5" FL#150 2. FIELD-FITTING TO ANY EXISTING CONNECTIONS TO BE DONE WAYS ° ° ° ° BY ON-SITE CONTRACTOR. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 6" VARIES 6" E 0' 3. STATION WEIGHT APPROXIMATELY 8000 LBS DEPENDING ON MIN MIN ° OPTIONS AND PUMP SET E \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\// /\\\ w 0" DECK 4. 15 FT OF WATERTIGHT ELECTRICAL CONDUIT PROVIDED FOR 42" NEC OFF-DECK ELECTRICAL PANELS. GREATER LENGTHS(UP TO PROPERLY PREPARED NATURAL z REQUIRED -1 EARANICE 30 FT)AVAILABLE UPON REQUEST. SUBGRADE SOILS AND/OR STRUCTURAL Lu 2 Y _ Y ® 5HP SUBMERSIBLE PRESSURE MAINTENANCE PUMP SITE GRADING FILL EXTENDING TO p � w U ® VARIABLE FREQUENCY DRIVE PROPERLY PREPARED NATURAL m o AOM CONTROL BOX SUBGRADE SOILS w w � Lo 65 3/8" REF ® DISCONNECT WITH FAULT/RUN LIGHT cn w o O ® HDF SERIES FILTER FILTER W/ 120 MICRON SCREEN RESIDENTIAL ROAD SECTION 0 z a 10 THERMAL FLOWMETER D 11 4 GALLON BLADDER TANK D w N P>DISCHARGE ISOLATION VALVE(2" 150#) a g P>WET WELL ACCESS o r` 14 LOW LEVEL SHUTDOWN NOTE: THE BOX OUTSIDE ® 0 15 FILTER FLUSH LINE (3" NPT)- DISCHARGE TO ATMOSPHERE 3" ASPHALT CONCRETE ❑ ABOVE LAKE LEVEL(PLUMBING SUPPLIED BY OTHERS) » DIMENSION SHALL BE 4 x4' FOR 6 AGGREGATE BASE a a LINES THAT ARE 12" OR LESS - 32 7/16" DISCHARGEq I l i AND SHALL BE 6'4"x6'4" FOR ® ° LINES THAT ARE 36". 12" GRAVITY IRRIGATION BOX DETAIL SCALE: NTS C 327/16" C P.C.CONC. ° , 14" AGGREGATE SUBBASE00 00 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N 00 O 0" SLAB PROPERLY PREPARED NATURAL SUBGRADE SOILS AND/OR STRUCTURAL z SITE GRADING FILL EXTENDING TO PROPERLY PREPARED NATURAL N SUBGRADE SOILS co 1 � B SIGN BLOCK FOR PRODUCTION RELEASE 9 O 1713/4" COLLECTOR ROAD SECTION a) INSTALL WATERMAN MIN WATER 5 B m° C-10 HEADGATE OR LVL GENERAL ARRANGEMENT APPROVAL (INCLUDING ELECTRICAL REQUIREMENTS) o APPROVED EQUAL [20-0] SIGNATURE w IRRIGATION BOX LID WET WELL 14 NOTE: Tn DEPTH DATE- -- - - - -- -- - - - - - - - - - - 1. PAVEMENT SECTIONS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. u) CONTRACTOR TO VERIFY INFORMATION SHOWN HERE MATCHES THE CORRECT 0 TITLE GEOTECHNICAL REPORT. co w ^��.� ^` ��. ^��.� ^` UNLESS OTHERWISE DRAWN DATE PROJ.NAME . O �� �,� �,� NOTICE: SPECIFIED: SD 71/812023 6)Z 6" MIN THIS DRAWING EMBODIES CONFIDENTIAL PROPRIETARY FRACTIONAL ,S t18. DESIGNED GATE RQ A PRIVATE STREET PAVEMENT SECTIONS SCALE: N T S y TOLERANCE SD 12212023 A DESIGN MANUFACTURING, SEA AND SALE RIGHTSALL SYSTEMS ARI DN. Q X DESIGN,MANUFACTURINQ USEAND SALE RIGHTS RE- SCALE TUCSON,ARZONA IPROJ.NO. m Q SUBMITTED UNDER A CONFIDENTIAL RELATIONSHIP FOR HOLED t132 1.20 TITLE DRAWING NUMBER A SPECIFIC PURPOSE AND THE RECIPIENT AGREES BY DO NOT SCALE DRAWING c (n z ACCEPTING THIS DRAWING NOT TO SUPPLY OR DISCLOSE ANGULAR =¢2• uSTNDDIFIEDI„VERSIM 1X 5HP-SUBMERSIBLE APPROVAL -A LV ANY INFORMATION REGARDING IT TO ANY UNAUTHORIZED PUMP Mirz SPECIAL FPERSONLEATURE UNIQUEINCORPORATE TO THIS DESIGN ALL PATENT OTHER PROJECTS DECIMAL x =•Ta• $olidWarks 2020 PART NO. REV. I W CHECK WALL OR RIGHTS HERETO ARE EXPRESSLY RESERVED. TOLERANCE xlxx=:p,o DWPERANSILS SHEET 10F2 Y o BOARDS AS CHECK NOTCHES o REQUIRED 8 1 7 1 6 1 5 4 1 3 2 1 ic "' 8 7 6 5 4 3 2 1 r 6" MIN. �v ui 3 � m F ° F LL O .0LL 0 o O O Mir LL OUTSIDE BOX w Z Q E DIMENSION O (D W o PIPE O.D. + 2' MIN. \ N J NW Z J > Q E E J > O .3 Q) 1 2 TYP. WEIR STRUCTURE DETAIL SCALE: NTS 0 O Lu U O L-_1 0 O IW I I U ° U C N N Q a U 0 D D N N PULL HANDLE LOCATION TO BE ON 0 0 o Z ACCESS ROAD SIDE OF 3 80X � N co SEE DETAIL OUTSIDE BOX 5# EXPANDED METAL TOP. 00 co c ti ti ti 3 112" DIMENSION - 2" REINFORCE WITH CROSS = T_ ° BARS TO MEET PIONEER o IRRIGATION DISTRICT W 12 AAY C J Q STANDARD SECTION 1210 C ° Q 0 n O U LL w c U = a co (�j� Lu L U5 o FLOW z0 ----- ---- FLOW Q Q o cn cn o LL 6) NoX m m o co w pip z M _ Z Z W U of Y O w z B U U Q o G iQ cn w O w 0 E 2 3 0.D. 1/3 0.D. B o o U 0- o = QSEAL U N EPDXY EYEBOLT PULL HANDLE DETAIL EMBEDDED 3" MIN. (4) 3/8"0 EPDXY ANCHOR FOR LOCKING PROVIDE BOLT 4" LONG WITH 3" o N 2" LONG x I" WIDE MINIMUM EMBEDMENT AT Q�o \�NEAN F�%FF�, a OPENING EACH CORNER OF 113 O.D. LLI p I PORTION OF LID. UNLESS OTHERWISE DRAWN JDATE PROJ.NAME 19524 U A NOTICE: SPECIFIED: SD 72BI2023 -o THIS DRAWING EMBODIES A CONFIDENTIAL PROPRIETARY FRACTIONAL __718. DESIGNED DATE /� 05/09/2024 c SD 121812 0 2 3 A TOLERANCE 00 DESIGNORIGINATEDRING,U EANDS LE RIGHTS ALL TUCSON,ARIZONA Q DESIGN,MANUFACNRING,USE AND SALE RIGHTS RE- SCALE PROJ.NO. v O a 3�8nX4>>X�n GARDING THE SAME ARE EXPRESSLY RESERVED IT IS DRILLED =i 1132` 1:20 c ASPECT DUNKED E UNDER A CON AND THE RELATIONNT SHIP HOLES DO NOT SCALE DRAWING TIRE SUBMERSIBLE DRAWING NUMBER �yF TF OF o NYLON LOCK NUT ACCEPTING THIS DRAWING NOT TO SUPPLY OR DISCLOSE ANGULAR =t2 USTnaaFlEDI„vEaso„ I 5HP-SUBMERSIBLE APPROVAL -A ATRICY� p 0 SQUARE U BOLT ANY INFORMATION REGARDING IT TO ANY UNAUTHORIZED PUMP OR INCORSalidVJorks 2020 PART NO. REV. IL Y f SPECIAL FEATURE UNIQUE THIS DESIGN ALL PATENT DECIMAL x ='Tao O W/ METAL STRAP RIGHTS HERETO ARE EXPRESSLY RESERVED. TOLERANCE xmxx-jo DWPERANSOLS SHEET 20F2 M J V — `m o 8 7 6 5 4 3 2 1 NOT APPROVED FOR 3 TYP. IRRIGATION BOX LID DETAIL SCALE: NTSJ 4 IRRIGATION PUMP DETAIL SCALE: NTS CONSTRUCTION " Y SHEET S o aic EPDXY BONDING AGENT BETWEEN WESTERN WASHINGTON EASTERN WASHINGTON NOTES J PILASTER AND BASE PLATE FOR TAPERED HOLE FOR WEDGE HEAD OPTION SHOWN- WIND AND SEISMIC LIMITATIONS EXPOSED EXPOSED ROD "A"THREADED BAR OPTION NO TAPER FOR ANCHOR BOLT OPTION WITH HOLE F WIND PEAK SEISMIC GROUND WALL HT ROD "A" LAPSPLICE WALL HT ROD"A" LAPSPLICE w SHAFT DEPTH ANCHOR BASE PLATE SHAFT DEPTH ANCHOR BASE PLATE ❑ DIAMETER ROD"A"DIAMETER+1/16"(TYP.) WIND w BAR"B" BOLT BAR"B" BOLT 1. All rods"A"and Anchor bolts shall be per ASTM F1554 grade 105. zi EDGE OF PANEL-SURFACE LOCATION EXPOSURE VELOCITY ACCELERATION COEFFICIENT w H D1 D2 DIAM. Y DIAM. F Q T H D1 D2 DIAM. y z TREATMENT NOT SHOWN (MPH) ON ROCK,SITE CLASS B(9) ❑o DIAM. F Q T 2. Anchor Bolts, Nuts, Washers and Rod "A" shall have a protective ROD "A"(TYP.)-SEE WESTERN SPARSE 6'-0" 5'-6" 4'-6" 1/2" 4-#4 2'-3" 1/2" 1 1/8" 1 21/32" 1 1/2" 6'-0" 4'-9" 3'-9" 1/2" 4 #4 2'-3" 1/2" 1 1/8" 1 21/32" 1 1/2" coating of either Hot Dipped Galvanizing per AASHTO M232 for wi TABLE FOR DIAMETER WASHINGTON SUBURBAN 100 0.45 I 8'-0" 6'-6" 5'-3" 5/8" 4-#4 2'-9" 5/8" 1 1/8" 1 21132" 1 1/2" 8'-0" 5'-3" 4'-6" 1/2" 4-004 2'-3" 1/2" 1 1/8" 1 21/32" 1 1!2" hardware or AASHTO M111 for Washers and Plates. Q EASTERN SPARSE LL m FINISHED GROUND 80 0.19 10'-0" T-3" 6-0" 3/4" 4-#5 3'-0" 3/4" 1 1/8" 1 21f32" 1 1/2" 10'-0" 6'-0" 5'-0" 5/8" 4-#4 4'-0" 518" 1 1/8" 1 21/32" 1 1/2" 3. For intermediate wall heights, use the next higher H. WASHINGTON SUBURBAN 3 SLOPED GROUT OPTION O O Z 12'-0" 8'-3" T-0" 7/8" 4-#6 T-9" 7/8" 1 118"' 1 21f32" 1 1/2" 12'-0" T-3" 6'-0" 3/4" 4-�#5 4'-0" 3/4" 1 1/8" 1 21/32" 1 112" 4. Panels shall have at least 3 feet of level ground on each side. oBLOCKOUT IN PANEL-TO BE SECTION F FOUNDATION DESIGN 3 14'-0" 9'-0" T-6" 1" 4-#6 6'-0" 1' 1 318" 2" 2" 14'-0" 8'-0" 6'-9" 7/8" 4-#6 4'-0" V8" 1 1/8" 1 21/32" 1 1/2" 5. The Contracts specifies actual foundation requirements for D1 or D2 FILLED WITH GROUT TYPE 2 TOP OF GROUT(TYP.) p q AFTER SETTING PANEL(TYP.) V_ __T SOIL ANGLE OF INTERNAL ❑ 16'-0" 9'-9" 8'-3" 1 1/4" 4-#8 B'-0" 1 1/8" 1 3/8" 2" 2" 18.-0" B'-9" 7'-3" 1" 4-#6 6'-0" 1" 1 3/8" 2" 2" and location of Western WA and Eastern WA. TYPE FRICTION,a(DEGREES) 18'-0" 10'-6" 8'-9" 1 IIA"* 4-#6 10'-0" 1 1/4" * * 2 1/4" 18'-0" 9'-6" 8'-0" 1 1/8" 4�-#7 6'-0" 1 1/8" 1 3/8" 2" 2" O VERTICAL GROUT OPTION I. 6. Maximum panel length shall be 12 feet. . I � SHAFT AND D1 32 20'-0" 11'-3" 9'-6- 20'-0" 10'-0" e'-6" 1 1/4" 4_#7 g'_3" 1 1/4" 1 3/8" 2" 2" E — -- - 1 -- PILASTER 7. Materials shall meet the requirements of Standard Specification D2 38 22'-0" 12'-0" 10'-0" SPECIAL DESIGN REQUIRED 22'-0" 10'-9" 9'-0" Section 6-12 and Special Provisions Section 6-12. EDGE OF PANEL-SURFACE SPECIAL DESIGN REQUIRED P BASE PLATE ~ TREATMENT NOT SHOWN 24'-0" 12'-6" 10'-6" 24'-D" 11'-3" 9'-6" r 1"MIN. 3"MAX. W GROUT TYPE 2 - 4 11l16" �k ONLY ANCHOR BOLT OPTION FOR ROD"A"ALLOWED, SHAFT 8 SHAFT 8, (TYP.) ANCHOR BOLT PILASTER WEDGE HEAD OPTION NOT ALLOWED BASE PLATE z } WASHER(TYP.)ASTM A563 T SET THEWITH TM F436 ELEVATION 2 1/4 1'-1!2" (TYP.) #3 SPIRAL Z SHAFT � -- � I w (TYP. SEE TABLE FOR WEDGE HEAD OPTION TYP.) TAPERED HOLE DIMENSIONS.-NO TAPER BAR"D"#3 @ 1'-0"MAX. . W OF THE LEVELING NUTS BEFORE I _ � Z W SETTING THE PANEL 3" 11" FOR ANCHOR BOLT OPTION HOLE DIAM.= B i`t \ SHAFT O (— ANCHOR BOLT - ASTM F 1554 ) - _ 1I ROD"A"DIAM.+1/16"(TYP) r U (TYP.) /� • • '� a t I _ � 3!4 CHAMFER m Q (TYP.)-SEE TABLE FOR I CONSTRUCTION JOINT WITH - — _ _ _ _ _ w DIAMETER ROUGHENED SURFACE BASE PLATE T x T-5"x 1'-5" co I — C7 — CB 1¢ �6 U �_ ASTM A36,GALVANIZED, W O (EMBEDDED WITH GROUT TYPE 2) I i I I I I I I I i ( ) AR B F a U — m • / 2"CLR. 0 Z • SHAFT TO PANEL CONNECTION DETAIL m -- — -- — -- — --�—�-- — = M � N — m 1O SI­ EITHER OPTION ACCEPTABLE TO GROUT BLOCKOUTS, ' w Q m ANCHOR BOLTS AND BASE PLATE TO THE LIMITS SHOWN t3J y ai ------- — —-—-—- —-—-— — TI 1>J = PRECAST CONCRETE (TYP.) w N — _— _ _ _— _ _—�—�—_ _ I — PANEL WITH PILASTER 5 1/2" #6 TYP. —� I ' �' o 51/2" a❑ CO m I WALL TO BE m SET PLUMB 2'-6" SLOT FOR ANCHOR BOLT= 2" `'' t L — n F (ANCHOR BOLT DIAMETER+1/4")x 2 1/2" " I i I I I I I I (2)Roo'•A•• - (a LL — SECTION CO ROD"A"- 5 114" 5" 3/4" BLOCKOUT IN PANEL I — � (2)BAR"B" ¢ w __ SHAFT REINFORCEMENT SHOWN ACCEPTABLE DEFORMED 3/4"CHAMFER (TYP.) (TYP.) (TYP.) i I °0 ¢ 00 FOR HEIGHTS"H":5 18'IN WESTERN WASHINGTON ROD "A"-SEE REINF.BAR ALL CORNERS V.5. I I I I I I I I I I j w to z 3'-0"MIN. AND HEIGHTS"H":5 20'IN EASTERN WASHINGTON JAM NUT 0 I FINAL GROUND LINE I I t _J ¢ TABLE FOR DIAM. I — T— — --T—�--T— FINAL GROUND LINE F SECTION 0 I I I I I I I ' atn v 2 ASTM A583 NUT WITH BASE PLATE DETAIL I I g Z Z _ a 1 MAX. ASTM F436 WASHER (SHAFT NOT SHOWN FOR CLARITY) y. ¢ `" — � OR WASy!C I i -'- ~r--i BASE PLATE °D o o 2 M ih GROUT ��� WAS co T r I I I I I I I I r " SHAFT TO PANEL CONNECTION cm�l SHAFT AND It 1/2" ; --- 1-L----- ---L _ — C�` Ali --------------------------------------------- � � s SEE DETAIL, SHEET J y O N LE DIAM. BOLT SHAFT U SHAFT ROD"A" ROD"A" DIAM.H01/8" (SEE TABLE) PILASTER ELEVATION o ANCHOR BOLT OPTION WEDGE HEAD OPTION ry ° o ////.n �\ •{ — �. IR 9 �O� D j�27695 ��L� I a U I I ®�{, t��!_', 27695 Z ASTM F1554 GR 105 FOR ALL HEIGHTS "H" ASTM A706 GR 80 AS ALLOWED PER TABLE, �s "AL E� G� J a N ANCHOR BOLTS-SET BOLTS �d 'U/tAL C�� FOR HEIGHTS"H"<16'IN WESTERN WASHINGTON — — (ANAL 1, O I WITH TEMPLATE, USE NUTS J'IONAL V, AND HEIGHT"H"<20'IN EASTERN WASHINGTON 4 2 2" 1'-5" C I I TOP 8,BOTTOM OF TEMPLATE F j Khaleghi,Bijan BAR "D"-#3 ( ) ROD "A" TYP. = w I g j M BAR "B" TYP. (TYP.) TO SECURE LOCATION Khaleghi,Bijan f✓�jG"_9Aa �"Apr 30 2014 3:43 PM ALTERNATE VERTICAL a 4a Bej� ze �C, glv� Apr 30 2014 3:42 PM ^ m BENDING DIAGRAM �'¢ — —1— — BARS AS SHOWN BAR "E"#3 STIRR. 0 • • w❑ 8 ANCHOR PLATE NOISE BARRIER WALL 5_ ❑ t=» SEE DETAIL, SHEET 2 NOISE BARRIER WALL`���:' VARIES WITH A VARIES AT ANCHOR ROD BLOCKOUT - I " «I -- BAR "F"-#3 VARIES E — TYPE 11 "' I BAR c #3 ___� TYPE 11 m - -� — _ - ------------ ----- ----------------------- = m — .-- i� • • . o ---------- ---------------------------- STANDARD PLAN D-2.36-03 -T ---T---- - -- T--- •I— I STANDARD PLAN D-2.36-03 i•�i VARIES TO N 1- �' MATCH ANGLE _ ------------------------------------------ - 1 1/2" 1 1/2" `� SHEET 2 OF 3 SHEETS .1 SURFACE TREATMENT SHEET 1 OF 3 SHEETS 2 0" 7 3/4" APPROVED FOR PUBLICATION AS REQUIRED 3" 3" a"UBLI P.— i7 ANCHOR SPIRAL .5 �� WITH TWO TURNS APPROVED FOR PUBLICATION PANEL LENGTH T «a Jun It 2Ut41:22 PM PANEL LENGTH-12'-0"MAX. SECTION BO TOP AND BOTTOM �� Bn II 2ak 014a122 PM U) 1'-2" STATE DESIGN ENGINEER O STATE DESIGN ENGINEER I BAR"C" BAR"E" BAR"F" Washington State Department of Transportation co Ank SECTION A TYPICAL SECTION Washington State Department of Transportation ANCHOR PLATE DETAIL -„ -„ 0 U N N C O S T N E R O _T N r SHAFT(TYP.) 5'-0"MAX. (TYP.) W 3 _j SEE DETAIL AO w ❑ ----------- -- ----- -................................ - - --- -- - ---- -- ---- -----I. 5'-0"MAX.(TYP.) - --,�� - J . •• "---_• - LL w - �/� - - \ --- -- ----LL - ---__.—_---_:------- -------- ------__ LL r^ V-- --------- ---------- -- - -- -- I` •• - -----------------------', -- - O z � SHAFTS AND � / �1 PILASTERS I MIrI I 1 yam, I. ,�.. ,, w � 2 o ❑ LL Q .E ANGLE POINT 4„ 1 5 END OF O CANTILEVERED �•� 2'. WALL CC o \"� END OF PANEL _(TYP-_) M G NW O C L PILASTER PILASTER 1/2"SEAL II 3 AND SHAFT AND SHAFT -----------A I�•!�+ �!•s L.L Uj E BAR"C"-#3(TYP.) BAR"C" #3(TYP.) •--- 90° MAX. W O p C BAR"F„�#3 --- - - --- \ 1,_5„ 2„ BAR"E"-#3 STIRR. BAR"F" #3 BAR"E"-#3 STIRR. \ G +� (TYP.) o BAR"B"(TYP.) BAR"B"(TYP.) KEY JOINT(TYP.) DETAIL AO W I- . ROD"A" (TYP.) ROD"A" (TYP.) 0 LL . LL --------------------------- ----------- U z BAR"D" #3(TYP.) z BAR"D" #3(TYP.) tO / ' tO ` 180° + 2.5° MAX. 1/2"NOISE SEAL 2" (TYP) 20° MAX. 20° MAX. P/ StER PANEL LENGTH- 12'-0"MAX. (TYP.) 3 ANDSH r P pSHA� END PANEL OPTIONS CN 00 0 0 ANGLE POINT— ON SHAFT p o ANGLE 2.5°TO 20° f f f = TOP OF ADJACENT W a I- 6"MIN. PANEL- LEVEL(TYP.) W Q o y GJ ¢ ti ¢ 2'-0"MAX. Q a = I� _ -------------------------- ------------ ca o a ��_ BAR"F„-#3 TOP OF ����a WASP/ CO __ _ BAR"E"-#3 STIRR. STANDARD PANEL PILASTER ,act, _ U) 5 BEND AS SHOWN — p 11` ANGLE TOLERANCE = a I BAR„F" #3 4• BAR"C" #3 w I• BEND AS SHOWN W o 1, _ 2 2 O II• BAR"C„-93 o .S, g Q Q CD LL ° r- i_ 1/2"NOISE SEAL FOR 'P ` CD ENTIRE HEIGHT OF WALL ®�,� 2769�r �w m } 6 ROD"A"(TYP-) ROD"A"(TYP.) AL 1 Q 00 Z F 1 BAR"B"(TYP.) F / 01) W v LL LL w t� ¢ - — LV ¢ L - , BAR"B^(TYP.) I®NAL °° LU LU CO / . BAR"E" #3 STIRR. . ELEVATION VIEW Z Y w o W Z o • • 2" 2" / _/" �" " Khaleghi,Bijan �j U Q o STEP DETAIL ✓(�ILV KY44{�#, yt t. Apr 30 2014 3:44 PM w = O w = Q N Oi / 20°I MIN. ~ 20° MIN. NOISE BARRIER WALL a � � 9tio�vs�'� �,�„���-,� TYPE 11 SEAL ID UW tsyq�F,� �'P ;n 'v m r STANDARD PLAN D-2.36-03 > L PILASTER PILASTER P� SHEET 3 OF 3 SHEETS 5\ONAL E AND SHAFT AND SHAFT v g OFFS DENS 0 N V, c� APPROVED FOR PUBLICATION Q� �\ FO n ON SHAFT ��. Jun Ill 20 4 Pasco 23 PM ANGLE POINT^r W m ANGLE 20° TO 9O° STATE DESIGN ENGINEER 19524 U PLAN VIEW Washington State Department of Transportation 05/09/2024 a o SHEAR-KEY DETAIL �� cy qTF OF M IL 6, M O Y � J L � pATR I C`�� p UI a NOT APPROVED FOR m o CONSTRUCTION Y )"NOISE BARRIER WALL TYPE 11 DETAIL SCALE: NTS SHEET 0 o a EPDXY BONDING AGENT BETWEEN TAPERED HOLE FOR WEDGE HEAD OPTION SHOWN WIND AND SEISMIC LIMITATIONS S_ SHAFT& NOTES PILASTER AND BASE PLATE FOR NO TAPER FOR ANCHOR BOLT OPTION WITH HOLE BASE PLATE ROD "A"THREADED BAR OPTION DIAMETER=ROD"A"(IN)DIAMETER+1116"(IN)(TYP.) F WIND PEAK SEISMIC GROUND BAR"D"#3 @ 1'-0"MAX. 1. All rods"A" and Anchor bolts shall be per LOCATION WIND VELOCITY ACCELERATION COEFFICIENT ASTM F1554 grade 105. EDGE OF PANEL-SURFACE ROD "A"(TYP.)-SEE EXPOSURE (MPH) ON ROCK, SITE CLASS B(g) � TREATMENT NOT SHOWN TABLE FOR DIAMETER W D B N IY 2. Anchor Bolts, Nuts, Washers and Rod "A" shall WESTERN SPARSE ❑ v have a protective coating of either Hot Dipped FINISHED GROUND WASHINGTON SUBURBAN 100 0.45 ❑ p g pp J ---- ------------------ Galvanizing per AASHTO M232 for hardware 3" EASTERN SPARSE z t I 0 SLOPED GROUT OPTION 80 0.19 t (2)BAR 'B" Q X WASHINGTON SUBURBAN W I ¢ z 3/4"CHAMFER(TYP.) or AASHTO M111 for Washers and Plates. BLOCKOUT IN PANEL-TO BE vi SECTION OF I I FILLED WITH GROUT TYPE 2 TOP OF GROUT(TYP.) } --------------------- — CO o ¢� 3. For intermediate wall heights, use the next FOUNDATION DESIGN _� higher"H". AFTER SETTING PANEL(TYP.) In1 I # SURFACE TREATMENT g t SOIL ANGLE OF INTERNAL t _ _ AS REQUIRED 4. Panels shall have at least 3 feet of level round W I TYPE FRICTION, a DE ----------------------- g ❑ VERTICAL GROUT OPTION PILASTER (DEGREES) — — 1° v on each side. _- AND SHAFT D1 32 I I I I ;, m OPTIONAL 5. The Contract specifies actual foundation require- E - - EDGE OF PANEL-SURFACE z ------ — CONSTRUCTION f TREATMENT NOT SHOWN D2 38 —� I I ments for D1 or D2 and location of Western BASE PLATE — ��r- r-----------------------— — i JOINT WA or Eastern WA. 1"MIN.-T MAX. I 1 4 11/16" I ------------� i I ` OFFSET GROUT TYPE 2 (2)ROD"A" m 1 (TYP.) r I _ LL 4'-0"MIN. 6. Maximum panel length shall be 12 feet. > --- --}} LU ASTM A563 NUT WITH ASTM F436 2 1/4^ I I 7'-1/2" i w - — 7. Materials shall meet the requirements of Stan- SHAFT — --- —1' WASHER(TYP.)SET THE ELEVATION I 3/4" 1/2" 3/4" -------------- --------- �.L — I rr _ q (TYP.)I I r , I ¢ w a �' dard Specifications Section 6-12 and Special z --� SETTING THE PANE OF THE LEVELING NUTS BEFORE 3" 1 1 11-__ / I ----------- ----------- :L i L 0 Q BARRIER ER CONCRETE MIN.CD 0 Provisions Section 6-12. P W BLOCKOUT IN PANEL (TYP.) '� r 7 I I I z w ANCHOR BOLT ASTM ( 1 p _-__-____ _ _ _ ___ -____ I 11 8E9ANDE0 8. Concrete Barrier shall be MASH compliant with O P) T_ FINAL GROUND LINE __ _ _ __ (TYP.) SEE TABLE FOR I CONSTRUCTION JOINT WITH I — DIAMETER ROUGHENED SURFACE m ° + --------------------t-I- - - = ailing test level of TL 4 or less. a m BASE PLATE T x 1'-5"x 1'-5" a r a ° i — (2)BAR"B" M v _ - ¢ " > o _ i' g 9. Sin le Sloe Concrete Barrier is W ASTM A36,GALVANIZED, p L— I 3' 0"MIN. g p W --------------------- (EMBEDDED WITH GROUT TYPE 2) '}' J —C v T _I } ¢ shown. Other MASH compliant LU to DETAIL O r } ;' „;I I _ -4 m FINAL GROUND concrete barrier shapes are o —_ -_—_—_ _—_—_-_ N DUMMY JOINT DETAIL ___ --------------------------I--� permitted. TO PANEL CONNECTION 1 F l� �_ CAST IN PLACE BARRIER OPTION �0 ` t �M 10. The concrete barrier embed- SHAFT �, (SEE NOTE 9-SHEET 1) BASE PLATE SHAFT z MIN. minimum shall be 3" minimum, N EITHER OPTION AVAILABLE TO GROUT BLOCKOUTS, —I z SEE SHAFT TO PILASTER c�(� g " or as required for the concrete ¢ o ANCHOR BOLTS, BASE PLATE TO LIMITS SHOWN { ` o — CONNECTION DETAIL- Q CD ELEVATION r SHEET 2 barrier selected. SLOT FOR ANCHOR BOLT= (ANCHOR BOLT DIAMETER+1/4")x 2 1/2" 2" 51/4" 5" 3/4" — — GROUT SEE WEDGE HEAD OPTION FOR a a 3/4"(IN)CHAMFER- (TYP.) (TYP.) TAPERED HOLE DIMENSIONS.NO 4" ALL CORNERS 1'-5" TAPER FOR ANCHOR BOLT OPTION 1/2"NOISE SEAL FOR 2" SURFACE TREATMENT BAR "B"(TYP.) 2' 1'-5" ROD "A" (TYP.) SHAFT SHAFT& HOLE DIAM.=ROD"A"DIAM.+1/16" (TYP.) ENTIRE WALL HEIGHT AS REQUIRED BAR "D"'-#3 ANCHOR BOLT PILASTER ALTERNATE VERTICAL (TYP.) #3 SPIRAL O BARS AS SHOWN SECTION BAR"F"-#3 OR (TYP.) BAR"E"#3 STIRR. BAR„L„_#3 II n U �— Co /� 2"cLR. BASE PLATE DETAIL 1 BAR"C"#3 / a ANCHOR BOLTS SET BOLTS LO BASE PLATE, SHAFT AND TRAFFIC BARRIER i/ �— -- -- __ O I WITH TEMPLATE. USE NUTS \ NOT SHOWN FOR CLARITY �L --------- G TOP&BOTTOM OF TEMPLATE Vf4z LL B•. L' _ I TO SECURE LOCATION �� W �� 00 w� -- - '. i- � -- ��� of wAsy� o�r PANEL LENGTH-12'-0"MAX. 0 a I _ �� OF ASy� pj� L N ` d° W C , c PILASTER R 1/2 5�� ti M ANCHOR PLATE F AND SHAFT 8-#6 SEE DETAIL, SHEET 2 O N S �• HOLE DIAM.=BOLT DIAM. �, SECTION OA —� I o to r -----� O #6(TYP.) +1/8"(IN) (SEE TABLE) �\ ® D 27695 ROD"A"-DEFORMED 5 1/2• � � � ct, PLAN __ —+ � � cy REINFORCING BAR O ® GC�,�27695 cv ROD "A"-SEE TABLE 0 5 1/2" A� ANAL E 1� •� �4' FOR DIAMETER JAM NUT 0 -I - — — —"—. ' sg J ��1G * ONLY ANCHOR BOLT OPTION FOR ROD"A"ALLOWED'- �y 'yq J 't F- 2'-6" ®NFL WEDGE HEAD OPTION NOT ALLOWED ONt1L ANCHOR SPIRAL o � WESTERN WASHINGTON EASTERN WASHINGTON WITH TWO TURNS M �,¢ _- - ___ _____ Aug 13,2021 EXPOSED EXPOSE Aug 13,2021 ASTM A563 NUT WITH x t -� - SHAFT DEPTH LAP- ANCHOR BASE PLATE SHAFT DEPTH LAP- ANCHOR BASE PLATE TOP AND BOTTOM 0 ASTM F436 WASHER SECTION OC to WALL HT WALL HT ROD"A" „ " ^ - ROD "A" BAR"B" SPLICE BOLT BAR B SPLICE BOLT NOISE BARRIER WALL H D1 D2 Y DIAM. F Q T H D1 D2 DIAM. Y DIAM. F Q T O NOISE BARRIER WALL SECTION B o TYPE 14 6'-0" T-9" 6--3" 3/4" 4-#4 3'-0" 3/4" 1 1/8" 1 21/32" 1 1/2" 6'-0" T-9" 6'-3" 3/4" 4-#4 3'-3" 3/4" 1 1/8" 1 21/32" 1 1/2" TYPE 14 m 8'-0" 7'-9" 6'-3" 3/4" 4-#4 3'-0" 3/4" 1 1/8" 1 21/32" 1 1/2" 8'-0" T-9" 6'-3" 3/4" 4-#4 3'-3" 3/4" 1 1/8" 1 21/32" 1 1/2" o STANDARD PLAN D-2.46-02 STANDARD PLAN D-2.46-02 � N ROD"A" ROD..A" 1 1/2" 10'-0" T-9" 6'-3" 3/4" 4-#5 V-0" 3/4" 1 1/6" 1 21/32" 1 1/2" 10'-W T-9" 6'-3" 3/4" 4-#4 4'-0" 3/4" 1 1/8" 1 21/32" 1 1/2" TYPICAL SECTION SHEET 2 OF 3 SHEETS SHEET 1 OF 3 SHEETS .2 ANCHOR BOLT OPTION WEDGE HEAD OPTION 3" 3" APPROVED FOR PUBLICATION 12'-0" 8'-0" 6'-9" 7/8" 4•-#6 3'-9" 7/8" 1 1/8" 1 21/32" 1 1/2" 12'-0" T-9" 6'-3" 3/4" 4-#5 4'-0" 3/4" 1 1/8" 1 21/32" 1 1/2" APPROVED FOR PUBLICATION 14'-0" 9'-0" 7'-3" 1" 4 #6 6'-0" 1" 1 3/8" 2" 2" 14'-0" 8'-0" 6'-6" 7/8" 4^ 4'-0" 7/8" 1 1/8" 1 21/32" 1 1/2" 2" ` - 401- Aug3 2021 Aug3 2021 `0 ASTM A706 GR 105 FOR ALL HEIGHTS"H" ASTM A706 GR 80 AS ALLOWED PER TABLE, g , g , o 16'-0" 9'-9" 8--0" 1 114" 4-�#6 8'-0" 1 1/8" 1 3/8" 2" 2" 16'-9" 8'-6" 7'-3" V 4-#6 6'-0" 1" 1 3/8" 2" 2" s FOR HEIGHTS"H"516'IN THE WEST STATE DESIGN ENGINEER STATE DESIGN ENGINEER (6 AND HEIGHTS"H"<_18'IN THE EAST ANCHOR PLATE DETAIL �Washington State Department of Transportation 18'-0" 10'-3" 8'-6" 1 114' 4-#6 10'-0" 1 114" * �C 2 1/4" 18'-0" 9'-3" 7'-9" 1 1/8" 4•-#7 6'-0" 1 1/8" 1 3/8" 2" 2" �1 Mir Washington State Department of Transportation 0 0 N N C O S T N E Y 0 _T N O w BENDING DIAGRAM � 5'-0"MAX.(TYP.) VARIES TO I I VARIES TO I LL o MATCH ANGLE MATCH ANGLE ------ O rt-----------_ . .. � — O - �/'� 0 PANEL LENGTH MINUS 8" PMIr MNNUS EN 9TH 0 J E J T W BAR"F" BAR"L" 1 Y o 1'-2 7/8" 4.. 2" 1' S i v LL] 0 0 o VARIES WITH h (TYP.) i _ N z ANGLE END OF �� J w END OF ! w Z c LL / I i I PANEL -� I. WALL } m 3 1'-07/8" ------------I 0 1'-0" 7 3/4" f V. •• /-� L � BAR"C" ------------- BAR"E" - i L .. � - - - -----------❑ II / I I /I i LL.I O Uj ZS VARIES AT ROD BLOCKOUT o a w 1 0. 4_1 0 1'-5" 2" 1'-5" 1 (TYP.) I Uj i QI o KEY JOINT(TYP.) 1 OFFSET 1 4'-W MIN. - -------- o �— ——————— — N tI II BAR„D,-#3 , - ---------------------------------------------- - , a 2'-0"_1 I I BAR"F"#3(TYP.) m a MIN. 3 FINAL GROUND SURFACE TREATMENT 2" 1'-5" 1 O O O Z> LINE N N N 3 PANEL LENGTH 12'-0"MAX. (TYP.) �P) I O c vJ END PANEL OPTIONS C9 BAR"L"#3 Ij j Q CONCRETE BARRIER- Q a SEE NOTES 8,9, &10 � A U a SECTION O TOP OF ADJACENT �� SF �F -.A�yl�G XX = a / PANEL^ LEVEL(TYP.) ��Q" y 6"(IN) MIN. rk W 0 2'-0"MAX. O 0 TOP OF c� O 0 LL 180°+ 2 1/2"(IN) PILASTER 0 GE�q�27695 c�, 0) - MAX 1/2"(IN) NOISE �L/I, 'tAL El`�G`` ��5� m 00 Z O < = SEAL 2" 2" �10NAL t m LuLu U CO 0 cn .� Z (Zi) Y LI O Q o Aug 13,2021 w = O Q 2 NOISE BARRIER WALL Ld " a 9 A - TYPE 14 SEAL W 1O M �� N " -- -------- - - STANDARD PLAN D-2.46-02 J > rn SHEET 3 OF 3 SHEETS EN ----- --- ----------------------------------- ---------j r APPROVED FOR PUBLICATION 1/2"(IN) NOISE SHEIGHEAL T OF WALL Aug Aug 13,2021 NSFO FF�, W n ELEVATION VIEW PLAN VIEW STATE DESIGN ENGINEER 19524 STANDARD PANEL � 05/09/2024 ANGLE TOLERANCE STEP DETAIL SHEAR-KEY DETAIL �I/ Washington State Department O o a -" M LL N qFl �F M O r pATR I C`�� p UI 0 NOT APPROVED FOR m o CONSTRUCTION Y NOISE BARRIER WALL TYPE 14 DETAIL SCALE: NTS SHEET 0 o a