Loading...
HomeMy WebLinkAboutConstruction Drawings SITE DEVELOPMENT PLANS FOR MCD RMOTT VILLAG MERIDIAN , IDAHO z 0 a U cn W 0 BASIS OF BEARING GENERAL PROJECT NOTES w THE BASIS OF BEARING IS GRID NORTH ON THE IDAHO STATE PLAN COORDINATES SYSTEM(NAD 83).WEST ZONE,AS DETERMINED BY GLOBAL POSITIONING SYSTEMS Q METHODS.ANY DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S.SURVEY FEET.AS SHOWN ON SURVEY. E: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL p 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 BENCHMARK ® 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. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPACTION TESTS FOR SUBGRADE AND PAVEMENT IN ACCORDANCE WITH CITY OF MERIDIAN BACKFILL STANDARDS. rm 00 5. ALL NON-COMPACTABLE MATERIALS SHALL BE REMOVED PRIOR TO COMPACTION OF SUBGRADE. L N LEGAL DESCRIPTION alfCONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS. O 0) 00 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- ? Q N NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 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. ^ o ai U) 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. U) 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 NOI,CGP,AND SWPPP. SITE INFORMATION Ell 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. o TOTAL PROJECT AREA 12.85 ACRES(559,746 S.F.) 15. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER OF RECORD,AND THE CITY OF MERIDIAN. L_ 3 TOTAL LANDSCAPE AREA 3.82 ACRES(166,396 S.F.) o a 16. WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION BEFORE CERTIFICATE OF COMPLETION IS ISSUED,THE OWNER'S ENGINEER TOTAL BUILDING AREA 126,702 SF 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 REQUIRED PARKING 495 STALLS RESPONSIBILITY OF THE OWNER'S ENGINEER. HOWEVER THE CONTRACTOR SHALL SUBMIT A COPY OF REDLINED AS-BUILT w DRAWINGS TO THE OWNER'S ENGINEER IN ORDER TO VERIFY ALL FIELD CHANGES WITHIN 15 DAYS OF COMPLETION OF THE N TOTAL STALLS 496 STALLS WORK. O a STANDARD PARKING STALLS 246 STALLS J VICINITY MAP _ = ADA STALLS 6 STALLS w J Q w Y CARPORT STALLS 80 STALLS N O RT H 0 ADA STALLS 1 STALL NOT TO SCALE 7 s GARAGE STALLS 138 STALLS Z ADA STALLS 1 STALL w 50 3 GARPORT STALLS 32 STALLS O G 3 ADA STALLS 1 STALL Sheet List Table - W BIKE STALLS XSTALLS Sheet Number Sheet Title U 0 w U � Co.00 COVER SHEET 5 Co.10 GENERAL NOTES C1.00 DEMOLITION PLAN CONSULTANTS C2.00 EROSION CONTROL COVER SHEET C2.01 EROSION CONTROL PLAN N PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: C2.02 EROSION CONTROL DETAILS WOODSIDE AVENUE INVESTORS, LLC KIMLEY-HORN ATLAS TECHNICAL CONSULTANTS 923 S. BRIDGEWAY PLACE 1100 W IDAHO STREET,SUITE 210 2791 SOUTH VICTORY VIEW WAY C3.00 OVERALL SITE PLAN EAGLE, ID 83616 BOISE, ID 83702 BOISE, ID 83709 CONTACT:JIM HUNTER CONTACT:MICHAEL O'REILLY, P.E. CONTACT:JACOB SCHLADOR,PE C3.01 SITE PLAN(1 OF 2) PHONE:(208)577-5501 PHONE:(208)845-0089 PHONE:(208)376-4748 N N N 3 C3.02 SITE PLAN(2 OF 2) o 0 o j DEVELOPER: SURVEYOR: ARCHITECT: ca.00 GRADING PLAN(1 OF 2) 3 PACIFIC PARTNERS THE LAND GROUP PIVOT NORTH 430 E.STATE STREET,STE. 100 462 E.SHORE DR.,SUITE 100 116 SOUTH 6TH STREET C4.01 GRADING PLAN(2 OF 2) EAGLE, ID 83616 EAGLE, ID 83616 BOISE, IDAHO 83702 CONTACT:CHRIS GRANT CONTACT:JAMES WASHBURN, PLS CONTACT: BRIAN WENZEL, RA C4.10 DRAINAGE PLAN (1 OF 2) LU N PHONE:(208)577-2768 PHONE:(208)939-4041 PHONE:(510)364-4289 ■ Q J C4.11 DRAINAGE PLAN(2 OF 2) ■ ■ ` ■ ' ■ U _a C5.00 OVERALL UTILITY PLAN ■' U) U Ul AGENCY CONTACTS C5.01 UTILITY PLAN(1 OF 2) U `o C5.02 UTILITY PLAN(2 OF 2) ■ ■■ ■■ 2 2 O O PLANNING : GAS SERVICE: STORM DRAIN: c5.10 UTILITY PROFILES U) � o Z CITY OF MERIDIAN INTERMOUNTAIN GAS COMPANY ADA COUNTY HIGHWAY DISTRICT � } O J c LUin CONTACT:SONYA ALLEN CONTACT:BRYCE OSTLER CONTACT:REGINA CUNNINGHAM C5.11 UTILITY PROFILES ■ m m O = w = PHONE:(208)489-0579 PHONE:(208)377-6812 PHONE:(208)387-1681 pip p p 0-)U LU C5.12 UTILITY PROFILES ■ Z z Y (� 0-) � ENGINEERING: ELECTRIC: CABLE: z ULLJ _j Z y C6.00 PAVING OFFSITE PLAN&PROFILE 1 OF 4 J o CITY OF MERIDIAN IDAHO POWER SPARKLIGHT ( ) ■ � W = O w o CONTACT:STEVE O'BRIEN CONTACT:ETHAN MORGAN CONTACT:TERRY ALSUP C6.01 PAVING OFFSITE PLAN&PROFILE(2 OF 4) 10- 0 N PHONE:(208)489-0311 PHONE:(208)388-2356 PHONE:(208)455-5548 ■ p p U 'w FIRE DEPARTMENT: c6.02 PAVING OFFSITE PLAN&PROFILE(3 OF 4) ■ SEAL Q c TELEPHONE: C6.o3 PAVING OFFSITE PLAN&PROFILE 4 OF 4 tn MERIDIAN FIRE DEPARTMENT CAMBRIDGE TELEPHONE ( ) � CONTACT:JOE BONIGIORNO CONTACT:DAN MORRIS C6.10 UTILITY OFFSITE PLAN&PROFILE(1 OF 3) Q�oS�\O E N �������� > � PHONE:(208)489-0458 PHONE:(208)257-8240 C6.11 UTILITY OFFSITE PLAN&PROFILE(2 OF 3) N AGENCY APPROVALS � a C6.12 UTILITY OFFSITE PLAN&PROFILE(3 OF 3) j W w 19524 U C6.20 LIGHTING OFFSITE PLAN(1 OF 2) 2 THE ENGINEER OF RECORD CERTIFIES THAT 01/15/2024 21- o N C6.21 LIGHTING OFFSITE PLAN(2 OF 2) THE PLANS ARE PREPARED IN SUBSTANTIAL �� �� CONFORMANCE WITH THE ACHD POLICY AND �ti9 qTF OF Q o C6.30 STRIPING AND SIGNAGE OFFSITE PLAN(1 OF 2) STANDARDS IN EFFECT AT THE TIME OF PATR I CK o C6.31 STRIPING AND SIGNAGE OFFSITE PLAN(2 OF 2) PREPARATION. THE ENGINEER o � ACKNOWLEDGES THAT ACHD (ADA COUNTY > 3 CAUTION: NOTICE TO CONTRACTOR HIGHWAY DISTRICT ASSUMES NO LIABILITY N U t C7.00 DETAILS NOT APPROVED FOR o i m FOR ERRORS OR DEFICIENCIES IN THE cli THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , C7.01 DETAILS DESIGN. ALL VARIANCES FROM ACHD CONSTRUCTION 0o 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 o a 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 below 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 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. 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 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 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 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DISCHARGES. w DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 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 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 Q TO CONSTRUCTION. FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT AFFECTED LAND SURFACE. o 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 8 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 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 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. N 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 THIS 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 o ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE REQUEST IN WRITING. 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 14. IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE, 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 m RIGHT-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 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 W 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. 0 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 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 Q 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. E 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 Y 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 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 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 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 (1-800-342-1585)AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING GROUND WITHIN ACHD RIGHT-OF-WAY. THE CONTRACTOR THE ENGINEER. SPECIFICATIONS. w SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED)ARE COMPROMISED �In� DURING ANY PHASE OF CONSTRUCTION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR V 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 Q O NO TOLERANCES ALLOWED. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. J 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION T 12. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 0 J E 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 \ 0 s 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING z 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" 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 N BASE AND 20" OF 6" MINUS PIT RUN GREATER. IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)AND THE CITY OF MERIDIAN WATER J z 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DEPARTMENT. DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME O 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. CC 3 A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY G 0 s AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. FD 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 ENTIRE ROADWAY SURFACE. PRIOR TO THE FINAL LIFT OF ASPHALT. V Q CwC C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A U 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 C 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 G INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. REPORT ON THE SITE AT ALL TIMES. e E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. .€ 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 TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE BE TOP SOIL AS SPECIFIED IN THE LANDSCAPE PLANS. 0 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 z 3 O O O N N N 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. � 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, 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 10 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 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 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 U 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 o 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. THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 Q Q C)Z 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 W W o z -� U) 58.01.16). DATED 05/22/2022. m coo co z m uj 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM m 0 M w WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD STORMWATER DESIGN z z z w o a_ z GUIDELINES. U w? Q � O a � w = Q o E 0 o U d J o 2 C0 Q y SEAL U E w ° C7 m w Q > SS\ONAL o QUO CENSFQ 0 19524 o N 01 15 2024 CD o a ti��gTF O o qF F �F a- c PAT 00 o .3 CAUTION: NOTICE TO CONTRACTOR N v s NOT APPROVED FOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION r m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ' Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o 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 CO. O o a- � 11i UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 1�aft Io UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Itwfors you(jig, x SO432417360 \�� \ —��� 2 � 3 4 ?�?�I — — — ?�?�I NOTES \ 7 — — E AG EHC II(LEN)MULTISTATE 2 LLC \\ \\ 2 3 / 2 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. V-v -v- 4 5 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING 1 \\ \\\ \ \ 5 I 5 1 IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 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 (PROPOSED AND EXISTING)SHALL BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL LAND SURVEYOR RETAINED BY THE CONTRACTOR. Fc \ \ DEMOLITION NOTES U W W REMOVE EXISTING STRUCTURE. OVER EXCAVATE, FILL, AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. REMOVE EXISTING DITCH AFTER VERIFICATION OF IRRIGATION PIPE ALONG F NORTHERN PROPERTY LINE AS SHOWN AND AS INDICATED BY THE "McDERMOTT o �\ \ VILLAGE NMID SUBMITTAL" PLAN SET. 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, a \ FILL, AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. 50 REMOVE EXISTING WATER BLOW OFF VALVE. REMOVE AND DISPOSE OF EXISTING BARRICADE. / co co N \ \ I` SAWCUT AND DISPOSE OF EXISTING PAVEMENT. O N N �\ EXISTING FIELD TURAL / ���;F� PROTECT IN PLACE NOTES SO432427950 / Q CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING SANITARY SEWER JOINT SCHOOL DISTRICT NO. 2 / MANHOLES AND SEWER LINE. 00 / Q CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING IRRIGATION PIPE AND IN PLACE. ° / ABOXES EXISTING FENCE TO REMAIN AND BE PROTECTED IN PLACE. / � N QEXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE U) BLOCK 9 0 I ° ±10.41 ACRE LOT 5 EXISTING CONCRETE CURB AND GUTTER TO REMAIN AND BE PROTECTED IN PLACE Q6 EXISTING ASPHALT PAVEMENT TO REMAIN AND BE PROTECTED IN PLACE. ■ U Q Q7 EXISTING WATER LINE TO REMAIN AND BE PROTECTED IN PLACE. 0 e / Y O d / m C) O L_ 3 / a m / N N / I SO432429360 /N WOODSIDE AVENUE INVESTORS LLC W LEGEND Q Q O J J = PROPERTY LINE J 0 ADJACENT PROPERTY LINE z N — — RIGHT OF WAY LINE O 7 EXISTING EASEMENT O 3 \ EASEMENT J 0 t \ LIMITS OF DISTURBANCE OIf LL \ \ Lu / W EXISTING WATER LINE w Lu 3 0HP —P EXISTING OVERHEAD POWER LINE v SS S EXISTING SANITARY SEWER LINE U _ _ EXISTING UTILITY POLE \ \ IRR iRR IRR 4 IRR IRR IR IRR IRR IK IRR 3 2 2 2 2 a a 3 \ o O O O > u w 04 04 04 3 ' \ 0\0 00 00 O d W ' U) SO432438850 I / J Q USTICK RENTAL LLCco I W \ w ) I BLOCK 8 o I ±3.15 ACRE LOT \ Q Q ° o O I W I / \ cn cn g o J I } o cfl Q I 00 z rn = Lu w I NORTH z Lu U = u � g Z y EXISTING AGRICULTURAL FIELD Lu 0 E I 0 0 U d O U j ' � I SEAL L w a) Otn I / J C GRAPHIC HIC SCALE ALE IN FEE O 120 �550AL Ei- � � W G E N SF� l OLU y cl — 19524 o v/ I 01/15/2024o �c�9�qT� OF pATRI CK 0� U OU - Q co cr) N co O L L 0�5 j 3 CAUTION: NOTICE TO CONTRACTOR N U t NOT APPROVED FOR C,jo m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING i CONSTRUCTION 0o m o 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 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w C a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE n I .00 o UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ` 811 before YOU dig EROSON CONTROL PLANS FOR MCD RMOTT VILLAG STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES MERIDIAN, IDAHO EROSION CONTROL GENERAL NOTES 1. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER MANAGEMENT SHALL OBTAIN A COPY OF THE STORMWATER MANAGEMENT PLAN AND THE IDAHO POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(IPDES)AND BECOME FAMILIAR WITH THEIR CONTENTS. z O 2. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP.ADDITIONAL BEST MANAGEMENT PRACTICES STORM WATER POLLUTION PREVENTION PLAN MAINTENANCE NOTES a SHALL BE IMPLEMENTED AS DICTATE BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. U co 3. BEST MANAGEMENT PRACTICES(BMP'S)AND CONTROLS SHALL CONFORM TO FEDERAL,STATE,OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, o 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 ® M mum MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A 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 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 I Lij RESEEDED AS NEEDED. FACILITIES. 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. Lli; PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 00 00 00 10. RUBBISH,TRASH,GARBAGE,LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS SHALL BE PREVENTED 6. THE CONTRACTOR SHALL ENSURE THAT OFF-SITE AREAS USED FOR BORROW OR SPOIL OF MATERIALS USED FOR THIS PROJECT ARE PERMITTED IN N FROM LEAVING THE PREMISES THOUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. ACCORDANCE WITH IPDES REQUIREMENTS AND APPROPRIATE EROSION CONTROL MEASURE AND BMP'S BE PLACED TO ENSURE THAT EROSION N SEDIMENT IS CONTAINED. co11. ALL STORMWATER MANAGEMENT MEASURES PRESENTED ON THIS PLAN,AND IN THE STORMWATER MANAGEMENT PLAN,SHALL BE INITIATED AS SOON 0 ON AS PRACTICABLE. w o 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED.THESE O U AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. LU W BECKY DR U F- N O 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED.THESE AREAS } PROJECT '^` "' � 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 L O CATION J .N 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE AN ADEQUATE AMOUNT OF O m m° 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 O INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. C:, 15. ALL MATERIALS SPILLED, DROPPED,WASHED,OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. SOIL EROSION / SEDIMENTATION W USTICK ROAD Jul 7CONTROL OPERATION TIME SCHEDULE ° 16. CONTRACTOR OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. C ui 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 ' ' raoN' -- NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE N WITH GENERAL PERMIT REQUIREMENTS.THE CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES WILL 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. o ° TEMPORARY SEDIMENT CONTROLS x 18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. CLEAR AND GRUB SITE E 0 19. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE MASS GRADING Y EROSION CONTROL MEASURES(SILT FENCES, DIVERSION SWALES, ETC.)TO PREVENT EROSION. o EXCAVATE UTILITIES, BLDG. FOUNDATION s 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. / SITE CONSTRUCTION 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. c VICINITY MAP > w 22. INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BEING INSTALLED. y NORTH O Q Q 23. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL ' ` O STABILIZATION HAS OCCURRED WHEN ALL SOIL-DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A NOT TO SCALE v DENSITY OF 70%HAS BEEN ACHIEVED. J I a 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 J Y FEMA MAP#16001 C0140J, EFFECTIVE DATE JUNE 19,2020. O > T L.L 25. THERE WILL BE NO ASPHALT OR CONCRETE BATCH PLANTS ON SITE. Sheet List Table 7� z 26. THE POTENTIAL FOR SOIL EROSION FOR THIS SITE IS SLIGHT TO MODERATE. Sheet Number Sheet Title O O Q 27. DAILY INSPECTIONS BY THE PROJECT SUPERINTENDENT MUST BE MADE TO DETERMINE THE EFFECTIVENESS OF THE SWPPP. ' ` 0 3 C2.00 EROSION CONTROL COVER SHEET V 3 C2.01 EROSION CONTROL PLAN 7 C2.02 EROSION CONTROL DETAILS Z W Y o � C t0 a 0 E CONSULTANTS N PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: WOODSIDE AVENUE INVESTORS,LLC KIMLEY-HORN ATLAS TECHNICAL CONSULTANTS 923 S. BRIDGEWAY PLACE 1100 W IDAHO STREET,SUITE 210 2791 SOUTH VICTORY VIEW WAY EAGLE, ID 83616 BOISE, ID 83702 BOISE, ID 83709 a 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 DEVELOPER: SURVEYOR: ARCHITECT: 0 o O PACIFIC PARTNERS DIAMOND LAND SURVEYING PIVOT NORTH ARCHITECTURE TT 430 E.STATE STREET,STE. 100 6891 SOUTH 700 WEST,SUITE 150 1101 W GROVE STREET U) EAGLE, ID 83616 MIDVALE, UT 84047 BOISE, IDAHO 83702 U) CONTACT:CHRIS GRANT CONTACT:NATHAN B.WEBER, PLS CONTACT: RICK STEWART J Q o PHONE:(208)577-2768 PHONE: (801)266-5099 PHONE:(208)690-3108 Q a (� n (n U U O_ AGENCY CONTACTS = o Q C U PLANNING : ELECTRIC: STORM DRAIN: U) U) CD w CITY OF MERIDIAN IDAHO POWER ADA COUNTY HIGHWAY DISTRICT } = CONTACT:SONYA ALLEN CONTACT:ETHAN MORGAN CONTACT:REGINA CUNNINGHAM } 0 m z M � w PHONE:(208)489-0579 PHONE:(208)388-2356 PHONE: (208)387-1681 m W p co U w = z z YLU O Q z N ENGINEERING: TELEPHONE: CABLE: LU U Y a CITY OF MERIDIAN CAMBRIDGE TELEPHONE SPARKLIGHT Df W = � Q o CONTACT:STEVE O'BRIEN CONTACT:DAN MORRIS CONTACT:TERRY ALSUP p p U d m Q c PHONE:(208)489-0311 PHONE:(208)257-8240 PHONE:(208)455-5548 SEAL U FIRE DEPARTMENT: WATER DEPARTMENT: Q MERIDIAN FIRE DEPARTMENT MERIDIAN WATER DEPARTMENT CONTACT:JOE BONIGIORNO PHONE:(208)377-6812 PHONE:(208)489-0458 SS\ONAL FNGiy ~o SANITARY SEWER: QUO �\CENSF� a GAS SERVICE: CITY OF MERIDIAN w m INTERMOUNTAIN GAS COMPANY PHONE:(208)888-2191 U CONTACT:BRYCE OSTLER 19524 PHONE:(208)377-6812 01/15/2024 �F \`3 s o � qF c pA1RICK C U a rn � o O J s ifi � 3 oUi NOT APPROVED FOR C m ° CONSTRUCTION Y SHEET 0 w N o a 2.00 - - \ IP - - - - — - - \\\ \ LD SO432417360 - SF - - -��� 2s�, NOTE S AG EHC II (LEN) MULTISTATE 2 LLC \ I LD � \ 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES TO PROTECT AND PRESERVE I \\ \ SF ' 2530� - ALLEY W PRIVATE �32 _ \ EXISTING PERMANENT SURVEY MONUMENTS.ALL SURVEY MONUMENTS DISTURBED(PROPOSED AND EXISTING)SHALL 253� ( ) 2 \ BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL LAND SURVEYOR RETAINED BY THE CONTRACTOR. II \ \o 2532 \ N \ SEQUENCE OF CONSTRUCTION _ � Q IP -j / v / / \\ 1. INSTALL PERIMETER BOUNDARY SEDIMENT CONTROLS INCLUDING:STABILIZED CONSTRUCTION EXIT(S),SWPPP \ C4 \ 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 SF / \ �� 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 253< / / \ - - - - MAPS IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION 9 \ \ 1 \ PROCESS. 3. DEMOLITION OF EXISTING IMPROVEMENTS PER DEMOLITION PLAN. z tj I \ \\ 4. START MASS GRADING THE SITE AND CONSTRUCTION OF ROADS. 0 \ I 1 _ L \ / I \ 5. TEMPORARILY SEED ANY DENUDED AREAS. MAINTAIN SITE PROTECTION AND a_ I'/I/1 / \\ STABILIZED CONSTRUCTION EXITS. \ 2S30_ \ p \ IP / /y/J 6. EXCAVATE AND INSTALL UTILITIES, BUILDING FOUNDATION, ETC. U) \ - �-=�k - 7. START VERTICAL CONSTRUCTION OF THE BUILDING. p ��`�`33- � \ 8. FINAL GRADING OF THE SITE. 2531� IP 9. INSTALL CURB AND GUTTER,AND SIDEWALKS. 10. INSTALL ASPHALT PARKING LOT. 11. FINAL STABILIZATION AND LANDSCAPING. W MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,AND IN THE STORM WATER POLLUTION W / / , \ \ \��� \S`31�a \ \\\ _ PREVENTION PLAN,SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A \ - - \ COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE.ALL EROSION AND SEDIMENTATION CONTROL \ / / Q - \ \ \\ \\,2\\ \�\ \ MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE 'zz,\ \ - - - APPLICABLE PERMIT,WHICHEVER IS MORE STRINGENT,AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: \I I I \ a \\ \\ \\ \\ \\2533� \ \\ \\ 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.AREAS SHOULD BE 00 \ 25,31 _ `- / \ \ \ �\ 2s� FERTILIZED,WATERED,AND RESEEDED AS NEEDED. L LO 00 0) \I I 2530�J / �� / \ �S� \ \2S3 \\\\\ \\ \�\ 2 OF MUD ONTO PUIBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC ON ENTRANCES SHALL BE MAINTAINED IN A ITOP DRESSINON WHICH G OFLL RTHE CONSTRUEVENT CTION NG OR FLOW 0) �'2 ENTRANCES AS CONDITIONS DEMAND. / try /` \ _ Q • h \ \ \ S3 \ \ \\ m 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION(SUITABLE FOR PARKING AND % \ \ \ \\\ \\\\ STORAGE).THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. z W / TC \ \ \\\\ \\\\\\ 4. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT SO432427950 N N \ / I \ \ ALL TIMES.SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS JOINT SCHOOL DISTRICT NO. 2 N N I \\ \ems \ \ BEEN REDUCED BY 50%. 00 — 0 \ LO 2, LEGEND \ - N 252g ti� \\ \ N \ • \\ IP IP \�s� \\ \\\ -5760- - ' ' EXISTING CONTOUR i BLOCK 9 / — — — I_ \ \ 1 ±10.41 ACRE LOT \ ' \\ \ PROPOSED CONTOUR 0 -- A /1/ v v \\ 5760 � / LIMITS OF DISTURBANCE ■ o o DIRECTION OF PROPOSED STORMWATER FLOW - - - - - - - _ / E "IV \ \\ _ _ \ \ INSTALL VEHICLE TRACKING CONTROL-SEE DETAIL 3, = �' '2529- _ \ \ SHEET C2.02 10 co • \ INSTALL SILT FENCE-SEE DETAIL 1 &DETAIL 2,SHEET Q _ \ 0 SF C2.02 SO432429360 v WOODSIDE AVENUE INVESTORS LLC ' `` W a SF ALLEY'H' (PRIVATE) PROPOSED CONCRETE WASHOUT • \ \ \ AREA-SEE DETAIL 4,SHEET C2.02 O J J a � w C , p , �� � � ' \ O J Q g \ CONSTRUCT DROP INLET PROTECTION-SEE DETAIL 5& \ Q Y j - \ / IP / \ IP 6,SHEET C2.02 T 2527- _ \ z Z C� / ,\ \\ t S STAGING, FUELING, PARKING,AND MAINTENANCE AREA-EXACT O O LOCATION AND SIZE MAY VARY OR BE RELOCATED DURING \ D J \ \ pm _ _ _ _ Ep SFP CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR UPDATING 5 THIS PLAN TO INDICATE ANY AND ALL MODIFICATIONS 3 \ \ LD IP -rm mhHAZARDOUS MATERIALS AND SOLID WASTE AREA-EXACT LOCATION AND z L.L E ___ _ SIZE MAY VARY OR BE RELOCATED DURING CONSTRUCTION.THE O W w_ _ i _ - - -2527 - - - - - - - - - � \ CONTRACTOR IS RESPONSIBLE FOR UPDATING THIS PLAN TO INDICATE _ 1 2528- - - FmmmmmE \ , - - - - III/� -_-_- - 1 i-� - - - \ ANY AND ALL MODIFICATIONS Y 252 _ _ _ W. ENDEAVOR STREET I r - -2529-253_0__ - - - - - - - \ —_ - _ LD - -_ _ _ 2532 - - J r - � - - _ - - = r STOCKPILE AREA-EXACT LOCATION AND SIZE MAY VARY OR BE 5 I / -f \ - - — =—_ - - - - - _ RELOCATED DURING CONSTRUCTION.THE CONTRACTOR IS G 7 _ -2533 — — _ -— — — =—= — — — — 1 SPA RESPONSIBLE FOR UPDATING THIS PLAN TO INDICATE ANY AND ALL �2_0 ,, -a- - z== - - - - - _ _ g 1 - _ - SF ` - \l��lJl�� 1 -\- -` - - -s34 - - - - - - -� - - ` - -- - l MODIFICATIONS IP - -� - / - / __ -- �= —_- - 2528_2529 2530=2531=2532:2533 E o r - - - /� = =__ -2524252525262527 - =--==—- -_ 0. �rr/ 25202_521_252_2=2523=-- =_________ - -_-_ _ _ _ N - - - - - - ) _- _- �__ ________-_—_ - - -_- -- - -2521.2520-2519====_-__ ====--_ ===== -==-=-= = -2527-2526'2525'.2- - -2523- - =--_=----_---- -------__=� - SF s,� j / // \\✓�/ I \\ \ �\\ \ CD CD CDz \\�\N�l —\ \\ r r r TOT \\ \ \ r r r 1 w / ' /J \\ \ \�\\\ 07 SO432438850 Q / / \ \ \�s,3 30,\ J Q ° USTICK RENTAL LLC 0I I // � \ \\ 0� \\ 0 a Cn LL L u- PROPOSED BLOCK 8 c SF // II \ \\ \\ a CD±3.15 ACRE LOT / 0- o 0 o LD w v, Q z (00 W = � � I / / / \ \�\ °° o CO Q z z I N // / / \\ \\\ � 2 0 Y `J \\ _ Q U) uJ O < d V I I �/ J Q �J `° 40 Ov / \I \��� NORTH SEAL W � �S 26 - - - - - - - - // /�i i II ASS\ONAL fiy�i / I II GRAPHIC SCALE IN FEET Q�o`� ��CENSF� C / �L�'� / II 0 30 60 120 W & / II 19524 LD q / / �O/ II � `01q/15/20 24�� rn o j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR ml o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF CONSTRUCTION EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS ¢ Y 'E UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SHEET S INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY a � EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE C2.01 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT Cmi I*fm ymdig PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE(OR BOTH SIDES)AS REQUIRED. OAS FLUSH SURFACE STONE TOWARD DICTATED BYLO _ MAX.6"MESH SPACING) TRAP WITH HI SEDIMENT HIGH VOLUME WATER FLOW AS CAL REQVIREMEN S STONE. 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. 2, 3 �Py 2"-3" CRUSHED STONE pF OVERFLOW WEIR A OVERLAP GEOTEXTILE AND/OR WOVEN G� O COMPACTED BACKFILL WIRE FENCE ACROSS TWO STAKES FP �pP SEDIMENT TRAP O_ WHEN NECESSARY TO CONTINUE 5 �' FENCE ZP�O�G�\ itios S o �5 /o O U 181 FEET(MAX) �� 2p MFT M� M� o ZZ CHES(M�1V) SECURELY FASTEN FENCE MATERIAL M� N?o TO BOTH STAKES WITH TIES OR 11141 OTHER FASTENERS 10"MINIMUM M/N?oo w F�p� III—rid i�II- / o� Q l I Ill i 11 T'4'CLEAN STONE Q A 3:1 SLOPE TO MATCH J _ 401 GRADE.TYP.TO INSIDE GEOTEXTILE UNDERLINER_ ���\ AND OUTSIDE SLOPE. ELEVATION a 6"CRUSHED STONE BASE PLAN WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE. 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 MESH OPENING L00 / O 6" CRUSHED 00 LANE �'`'�� �� FABRIC: 1.AMOCO 1198 VNO 27� 0)00 2. BELTECH 810 GR O Q o 3. MIRAFI 130X F�O STONE BASE 1' N M 4. LING GTF 190 3' IN. W COMPACTED 5.SI 915 SC MIN. FINISH GRADE ABACKFILL COMPACTED BACKFILL. (SPECIFY) GEOTEXTILE LINER CONTRACTOR CAN USE PROVIDE CULVERTS AS 10" OF 2"-3" z STRAW WATTLES IN LIEU REQUIRED TO CARRY CLEAN STONE FLOW OF COMPACTED ELEVATION F� PRE—EXISTING DITCH FLOW SECTION A-A BACKFILL. IMPERVIOUS LINER T MIN.DEPTH COMPACTED SOIL 00 \. o UNDISTURBED /� i y EXTEND WIRE FENCE A BERM - GROUND // MIN.OF 2"INTO TRENCH 2"-3"CLEAN STONE o v6"X6" TRENCW. EMBEDDED GEOTEXTILE FABRIC SEDIMENT 12" SECTION A-A mo MIN.6"INTO GROUND TRAP 12"MIN. N W/6"LAID ALONG BOTTOM r� A-A-SECTION OF TRENCH 6 CRUSHED STONE BASE (SPECIFY) GEOTEXTILE LINER NOTES U) 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 10" THICK MIN. - 2"-3" CLEAN STONE 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 m 24"AT TOP AND MID SECTION. IMPERMEABILITY OF THE MATERIAL. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED ui BY SIX INCHES AND FOLDED. . - o 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 2 T N E Y 0 Y CONTRACTOR TO USE CAUTION WHEN INSTALLING OVER EXISTING UTILITIES. 1) 3 SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SCALE: NTS 2 SILT FENCE OVERLAP DETAIL SCALE: NTS 3 VEHICLE TRACKING CONTROL SCALE: NTS 4 CONCRETE WASHOUT DETAIL SCALE: NTS a m DANDY CURB SACK TM Ill DANDY SACK TM J Ur 0 STORM SEWER O Q O GRATE J Q Z U) LIFT .E00�000 \ STRAPS STORM O J H — `s R INFORCED CORNER GRATE N OPTIONAL CURB IVQ Q OVERFLOW PORT OPENING o Z b-J O 3 ® � 00000000��00o LIFT �000�0000��o STRAPS ° MANAGEABLE o�o� 3 2 FOOT 000000`o0o CURB w E CONTAINMENT FILTER O Q w AREA REINFORCED CORNERS OPTIONAL U DUMPING OUTFLOW PORTS 5 STRAPS ® G MANAGEABLE STORM 2FOOT E INLET CONTAINMENT AREA 0 ° ° a DUMPING 3 STRAPS N N N CD CD CD z 3 T r^ VJ 0 D a C m D w Q 0 D U n N N DGl�1D�7 D DL,�GID�Z (D .L°- D L•3 OO�DD M'J64 S5 p Q OO�DD`^M'J6 4 3 Q Q 11 O v 0 DETAIL OF INLET SEDIMENT CONTROL DEVICE DETAIL OF INLET SEDIMENT CONTROL DEVICE U) U) O WITH CURB FILTER m } o COO m :5 w := PROJECT: DR. BY: PROJECT: DR. BY: 00 p m LU = LLB (� O I- U) .� CITY/STATE: DATE: DR. NO: CITY/STATE: DATE: DR. NO: z z Y w O 2 U Y a DANDY SACK- DANDY CURB SACK- Df W 2 � Q E SPECIFICATIONS SPECIFICATIONS U d J p 2 NOTE: THE DANDY SACKTI WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN NOTE: THE DANDY CURB SACKTI WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN m Q MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: SEAL U REGULAR FLOW DANDY SACKT.(BLACK) REGULAR FLOW DANDY CURB SACKT-(BLACK) W Qc Mechanical Properties Test Method Mechanical Properties Test Method Units MARV J � > s Grab Tensile Strength ASTM D 4632 Grab Tensile Strength ASTM D 4632 kN(Ibs) 1.78(400)x 1.40(315) ASS\UNAL FNG� m Grab Tensile Elongation ASTM D 4632 Grab Tensile Elongation ASTM D 4632 % 15 x 15 0� E N S O Puncture Strength ASTM D 4833 Puncture Strength ASTM D 4833 kN(Ibs) 0.67(150) Q� �\ Mullen Burst Strength ASTM D 3786 Mullen Burst Strength ASTM D 3786 kPa(psi) 5506(800) `o. Trapezoid Tear Strength ASTM D 4533 Trapezoid Tear Strength ASTM D 4533 kN(Ibs) 0.67(150)x 0.73(165) w UV Resistance ASTM D 4355 UV Resistance ASTM D 4355 % 90 Q .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(gal/min/ft) Flow Rate ASTM D 4491 1 1/min/fi(gal/min/ft) 2852(70) 01/15/2024 a Permittivity ASTM D 4491 Permittivity ASTM D 4491 Sec' 0.90 0 HI—FLOW DANDY SACK—(SAFETY ORANGE) HI—FLOW DANDY CURB SACKT.(SAFETY ORANGE) x O n C Mechanical Properties Test Method Mechanical Properties Test Method Units MARV -9� ` 0 o pATRI0K M C) Z Grab Tensile Strength ASTM D 4632 Grab Tensile Strength ASTM D 4632 kN(Ibs) 1.62(365)X 0.89(200) 25 J s Grab Tensile Elongation ASTM D 4632 Grab Tensile Elongation ASTM D 4632 % 24 X 10 t�j 3 Puncture Strength ASTM D 4833 Puncture Strength ASTM D 4833 kN(Ibs) 0.40(90) N U s Mullen Burst Strength ASTM D 3786 Mullen Burst Strength ASTM D 3786 kPa psi 3097 450 NOT APPROVED FOR Trapezoid Tear Strength ASTM D 4533 Trapezoid Tear Strength ASTM D 4533 kN(Ibs) 0.51(115)X 0.33(75) CONSTRUCTION C O o UV Resistance ASTM D 4355 UV Resistance ASTM D 4355 % 90 Iz m — Apparent Opening Size ASTM D 4751 Apparent Opening Size ASTM D 4751 Mm(US Std Sieve) 0.425(40) Flow Rate ASTM D 4491 1/min/m al/min/ft Flow Rate ASTM D 4491 1/min/fi al/min/ft 5907 145 Y 1E Permittivity ASTM D 4491 Permittivity ASTM D 4491 Sec' 2.1 SHEET *Note: All Dandy SacksT" can be ordered with our optional oil absorbent pillows *Note: All Dandy Socks— can be ordered with our optional oil absorbent pillows o a � C2.02 5 DROP INLET PROTECTION DETAIL SCALE:NTS 6 CURB INLET PROTECTION DETAIL SCALE:NTSr7. USED SCALE:NTS ® Ll-'--� HLU] �] Mfflffl H J / 156.8 / LINE TABLE .8.2' 0 0 0 0 N I LINE LENGTH BEARING U ® El `_.'.. .`. :. . L1 448.14 NO°33 02.63 E 32.0'�; 28.0' 138.5 34.0' .•. ® L2 421.76 S89°17'10.63"E fl / I / L3 775.44 N13°40'27.00"E L4 55.39 NO°40 20.95 E L5 141.54 SO°33'02.63"W c / 'o\ C3.01 o I L13 81.50 S76°19'33.00"E z ju . . C)- 5 - W o C6.03 C� . - ® w 0 3 2.0' W W a _ \ / / CURVE TABLE N I / CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT N Cl 45.00' 60.51' N52°11'38"E 56.05' 77°02'22" 35.82' co N L13 % =`: 0 21.5 C2 100.00 22.69 °N7 10 24 E 22.64 13°00 06 11.40, 0 �... o 00 I N '�. .`.`.'. .•. . . 1 0 m o :::_: ®L PHASE 2 N 32.0' HASE 1 32 O' �? U) to 13 1 _ U a ° C3.02 m po�. ®� ®® oN' _T co Y C I l a m / 0 32.p C6.02 / Y 'yam W N V:!n N U I a 75.1' N a o 211.0 z r-i Q Q 0 0 = J = J T LL C6 Y x31.0' 27.5 / W 0 a ❑ - ❑ ❑ - 13.0' 13.0, I / N � z p 3 \ - « W L2 > O U « CC U \ C6.01 G _ A N 2 O C N O N N N l0 a N a 3 O O O u N N N 3 I c I v/ N U Lu U) J Q 0 a a U) w U J p- J °+ Q w w C6.00 2 2 O Oo U) U) � D / Q Q o o } coz° rn 00 zi J co LLJ M w = °� z Z W U � U z ULLI U a d � W 2 C) U d m 9 c I NORTH SEAL wm J FOSS\OVAL e���ti i GRAPHIC SCALE IN FEET Quo ��CENSFo FF�, 0 30 60 120 w U � a 19524 01/15/2024 OF F� PA Icy, c _ L � U a 0) r m C/ L i�c� 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 CONSTRUCTION m_ 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 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION =� D CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE I mm ��°00 N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knmwhaft UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cwl twors yw(jig, 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. ALL RADII 3'UNLESS OTHERWISE NOTED ON PLAN. S89`19'58"E 865.29' 5. ALL DIMENSIONS AND MEASUREMENTS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 6. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL PLANS FOR ALL CARPORT PARKING DENOTED '_'.'.° `wy •' • .. .W°W -`yW `WWWW.WW'W'W`W 7 S 1 A -yy-WWWWWWyy°'.y-WWWWW-.`.°y-`wWWWW-W 0 1 A 1WA� y�wWWWw Wwy � W WITH A ©. 10 _�y c c a c c �� � � �_ � � 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 �������� - CONSTRUCTION NOTES ° 2 a 2 10.0' N 9.0 0 0 10.0 A ° 15 10.0'8.0' 7 2 1 A INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC STANDARDS AND w 15 SPECIFICATIONS STD DWG SD-701A. o 0 INSTALL 1'WIDE FLUSH CURB WITH NO GUTTER PER THE DETAIL ON SHEET C7.00. - - - o ALLEY'K' (PRIVATE) ui - - - - - 14 3 5 6 14 F5 5 3 6 5 14 3 1 A � - ❑2 INSTALL LIGHT DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET C7.00. o y 19.0' w o . Rep 3.5' ., 9.0' " 9.0' 9.0 4.8' . o J z°' 1 B o ` - o o R20o 3 INSTALL HEAVY DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET C7.00. O. e � ❑ ° ❑T ° 1B 11 ° 6 ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD ,� _ r DWG SD-709. 16 T ■ 5 - I 10.6 26.0 15.0 . 2 34.0 C ❑5 INSTALL LIGHT DUTY CONCRETE PAVEMENT PER DETAIL ON SHEET C7.00. El _ �- 14 © PAINT 4' YELLOW PAVEMENT MARKING PER MUTCD STANDARDS. 6 _ .y . - 2 I LO 00 ❑7 PAINT ADA ACCESSIBLE PARKING STALL AND ACCESSIBLE AISLE PER MUTCD N _ - - PROPOSED BUILDING P OPOSED BUILDING / STANDARDS AND SPECIFICATIONS. N 8,755 ± GSF 8,755 ± GSF _ co - 11 INSTALL LANDSCAPE AREA PER LANDSCAPE PLANS. 0 0El W N 6 , o INSTALL TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. 0 0 '° n 3 1 B 2 13 CONTRACTOR TO SMOOTHLY TRANSITION FROM 6"VERTICAL CURB AND GUTTER co 1A 0 - - - �' PROPOSED �� " BUILDING 11 1 B C? 1g 0 1 A TO 6"VERTICAL CURB WITH NO GUTTER. o 2 9,990 ± GSF ��� - - ° co 14 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. m 12.5' 19.0' 26.0 19.0 ' W W W u w 6 0 0 ❑ 3 o I �p INSTAL HEAVY DUTY CONCRETE PAVEMENT PER DETAIL ON SHEET C7.00. cli cn ° z _ 14 % 6 0 0 : . . 11 �y� �'° �?� � SITE INFORMATION 0 15 4 0 N O 5 1 B 2 _ ,0 .W 'W W W l / TOTAL PROJECT AREA 12.85 ACRES(559,746 S.F.) ■ © o 'p _ � C Q� Q TOTAL LANDSCAPE AREA 3.82 ACRES(166,396 S.F.) � TOTAL BUILDING AREA 126,702 SF o _ REQUIRED PARKING 495 STALLS 2 0 2 6 �'� �O, - _ 5 / TOTAL STALLS 496 STALLS 0 2 1 B O ❑ I 11 J > "_" STANDARD PARKING STALLS 246 STALLS ° y © 6 ',°y". O 1 1 ADA STALLS 6 STALLS W ❑ `_` �� _1 4 CARPORT STALLS 80 STALLS 26 01 ADA STALLS 1 STALL GARAGE STALLS 138 STALLS W ao 12] 0 / l�� 50, 1 U f�II�1 " cp © 6 00 U �IY18- ADA STALLS 1 STALL �� V O N v. W W�� 2 O GARPORT STALLS 32 STALLS N © 4 �A �, W LL w r � _ L 0 2 ADA STALLS 1 STALL r Q E i0 © Q 5 ��� 1� W W- Z BIKE STALLS X STALLS Q I _ z 5 0 � : o 'er LEGEND z � z ° w ^o ❑ 0 O 5 � o Q Q J O PROPERTY LINE o Q A� \ 1 B r (� - - - - ADJACENT PROPERTY LINE © �o 5 LLJ U-1 W U 11.5 20.0 29.7 19.0 ` c')p 5 / / 6 / / PROPOSED HEAVY DUTY A.C.PAVEMENT Q w U Y �x OG Cco PROPOSED LIGHT DUTY A.C. PAVEMENT TO PR P E i O OS W• a a 3 O'' / N PROPOSED CONCRETE PAVEMENT 11 O BUILDING 20� 3 / � .1 B e 13,870 ± GSF p'_ varo l Q'8 9•D / w w y PROPOSED LANDSCAPE 0 ❑ 1 B 6 7 2 �2 13 PROPOSED CONCRETE SIDEWALK 6 5 5 ` 6 a 1 A © 3 �4p C� PROPOSED CARPORT PARKING STALL 9.0 14 ( / 3 ©o 3.5' 5 0 0 o z 3 U c / O O '.'• • ❑ � � s .• •��o0 13 - r r r � U //� y c W V1 a Q W a © 1 A y / KEY MAP 0 a-, w PR W 0 � 020.0' 0 OPOSEp BU 1 Q Q a o C c� O ■in 8,55+GSF D/NG 4 C3.01 C6.03 O c m m o (c) LLI Lu LLI Q . 4 �. �'�' .' y'.�y ��.�.�. . W 14 2 v 6Lu C C3.02 W (n Z O Q p C6.02 0 U d mQ � © 16 � . . . . y . . . . � � 1 r7 / SEAL U � I NORTH N C6.01 Q C > SS\ONAL FN� a c6.00 GRAPHIC SCALE IN FEET CENSF���FF� � N „ , 0 15 30 60 W m 0 U o N 19524 01 15 2024 o a ti��gTF 0.) o cqF pA1RI0K 0� C U a rn � o CD j .3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR Ui r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ g UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ' Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE below C3.0 N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CW1 twors yw(fig, 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. ALL RADII 3'UNLESS OTHERWISE NOTED ON PLAN. 5. ALL DIMENSIONS AND MEASUREMENTS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 6. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL PLANS FOR ALL CARPORT PARKING DENOTED C 1B - z CONSTRUCTION NOTES a INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC STANDARDS AND ® ® ® -` SPECIFICATIONS STD DWG SD-701A. o El [3 _ 6 1 1B INSTALL V WIDE FLUSH CURB WITH NO GUTTER PER THE DETAIL ON SHEET C7.00. 6 9.0, ui 11 INSTALL LIGHT DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET C7.00. o • 0 0 Q of 0 . © o 5 f O " a ,. I pZ / Q3 INSTALL HEAVY DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET C7.00. a PROPOSE ® a W 2 ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD 11.5 20.0' 26.0' 19.0''' BUILDING _ a _ q J 1 A DWG S GF D-709. c 9,990 ± ® m C� W �5 INSTALL LIGHT DUTY CONCRETE PAVEMENT PER DETAIL ON SHEET C7.00. © o W ® ®® C - o 6 / / M © PAINT 4 YELLOW PAVEMENT MARKING PER MUTCD STANDARDS. © 6 00 CL O U �7 PAINT ADA ACCESSIBLE PARKING STALL AND ACCESSIBLE AISLE PER MUTCD N 1 A ■ ® a o / STANDARDS AND SPECIFICATIONS.CO N J PROPOSED CLUBHOUSE ® a ❑� e 19.0'.e. 3 J U 11 INSTALL LANDSCAPE AREA. SEE PLAN BY OTHERS. O o © W Cc 9,117 ± GSF ® a ❑ 26,0' / C� � / / / J !� 0 a 21 2 W z° O 2 Q 4 cc: ❑ °o ® -0 l 12 3,10 0 / •y l c2 12 INSTALL TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. o O 8. 0' N o © a o �❑ ❑� 0 co 13 CONTRACTOR TO SMOOTHLY TRANSITION FROM 6"VERTICAL CURB AND GUTTER co ,p 0 0 00 co b, v ® 14 TO 6„VERTICAL CURB WITH NO GUTTER. o ao o C ` © 5 - � / / 14 CONSTRUCT 4 WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. m INSTAL HEAVY DUTY CONCRETE PAVEMENT PER DETAIL ON SHEET C7.00. LO 9 0' o o �`� o o INSTALL PERMEABLE PAVER �' °' U) �' 1 B °' 9.0 9.0cn ' � - 16 S S. SEE DESIGN BY OTHERS. 9.0' .0'9.0' / / SITE INFORMATION ui ALLEY'H' (PRIVATE) 16 / N N .05 6 5 5 6 5 TOTAL PROJECT AREA 12.85 ACRES(559,746 S.F.) N a 15 16 TOTAL LANDSCAPE AREA 3.82 ACRES(166,396 S.F.) �T R2�•0 ZOO. W W 9•�' 4 / / TOTAL BUILDING AREA 126,702 SF a 1A �! `` '' V' ' REQUIRED PARKING 4 STALLS e s 1A 1A 00 / Q 95 Z' W w 1 TOTAL STALLS 496 STALLS W 2 6.0' 27.5 ' 11 / cn 0 3 STANDARD PARKING STALLS 246 STALLS a _ ❑ ❑ _ O / / ADA STALLS 6 STALLS co 11 3 CARPORT STALLS 80 STALLS CLIw a 11CO ' ADA STALLS 1 STALL w m _ (D p GARAGE STALLS 138 STALLS PROPOSED BUILDING Lu J PROPOSED BUILDING / ADA STALLS 1 STALL C11 a O .. . a I 9,990 ± GSF Q a _ 9,990 ± GSF 0❑ / / GARPORT STALLS 32 STALLS L.L J L� 13 5 7.0' 13 U O J Q E W / / ADA STALLS 1 STALL - Q ■ BIKE STALLS X STALLS N 4 o. LEG EN D z ~ Q -W ,s10 - - PROPERTY LINE ADJACENT PROPERTY LINE uj w L.L S89'17'15"E 724.89' W. ENDEAVOR STREET / W o - - - - - - - PROPOSED HEAVY DUTY A.C.PAVEMENT Y SEE SHEET C6.01 FOR INFORMATION. PROPOSED LIGHT DUTY A.C. PAVEMENT C o / _ _ _ _ _ _ _ _ _ _ _ a PROPOSED CONCRETE PAVEMENT a /E y Z PROPOSEDLANDSCAPE O / PROPOSED CONCRETE SIDEWALK W O Z) W O PROPOSED CARPORT PARKING STALL Z Z It 3 > W o 0 o z U - Q O _ ' N N N v TO `o LL C) co cf) U (n co J Q Q W C7 = U Z W KEY MAP U N W D_ N /A CD 0 O U) U) O C3.01 C6.03 m } o (00 m s } Z :5 LUCO W m H Z Z Y LLJU p ~ Z 3: 2 U = J `o v o C3.02 0 U d m Q y c6.02 SEAL W � NORTH Q .= C6.01 s ASS\ONAL fiy�i o GRAPHIC SCALE IN FEET Q�o`� �\CENSF0 C6.00 0 15 30 60 W m u 19524 U o N 01 15 2024 o a ti��gTF rn o OF c qF PA1RICK 0� C U a rn � o CD j .3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR Ui r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ' Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE below C3.02 N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CW1 twors yw(fig, 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 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. 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. 4. ALL FG SPOT ELEVATIONS ALONG PROPOSED CURB ARE BOTTOM FACE OF CURB ELEVATIONS. / 2530.22FG 2530.91 FG �2s3 -� 2533 \ 2532 2531 5. CONTRACTOR TO SMOOTHLY TRANSITION BETWEEN CATCH AND SPILL CURB TO NOT IMPOUND WATER. / 2530.06FG 2531.03FG `3 \\ 2533\ 2530.99FG / 2530.03FG 2531.13FG \\ \ \ _ - - 2529.98FG \ \ , 2531.12FG 2529.81 FG 2530.31 FG \ GRADING NOTE S 2529.77FG �, \ \ 2531.75FG 2531.71 FG 2531 a 2529.65FG 2529.93FG s/ 2531.73FG 2531.78FG \ 2532.43FG 2532.43FG \\ 2532.26FG 2532.26FG 2531.98FG 2531.56FG _ _ 2529.91 FG 2531.39FG 2531.44FG 2532.09FG 2532.11 FG 2531.94FG 2531.92FG 72531.41 FG 2531.59FG w 2530.01 FG 2529.88FG 2529.97FG 2531.29FG \ 2531.34FG 2532.00FG 2532.01 FG 2531.84FG 2531.83FG 2531.36FG 2529.74FG - - 2531.41 FG 2531.82GB ALLEY 'K' (PRIVATE) 2530.95FG 2531.85FG 2529.56FG 2530.65FG \ 2531.03GB 2532.14FG 2532.17FG 2531.40FG 2531.63FG 2532 W 2530.56FG \ 2532.23FG 2532.26FG 2531.41 FG 2531.99FG o 2532.06FG 2532.09FG \ 2531.49FG 2531.26FG J 2529.90FG 25�1 2531.39FG 2532 2532.15FG 2532.19FG 2532 2531.37FG ❑ 2532.40FG �\ 2532.10FG 2532 ABBREVIATIONS I 2531.64FG a /� 2529.30FG 2529.66FG 2531.41 FG 2531.41 FG 2531.39FG 2532.40FG T 2532.43FG 2531.81 FG \ . 2530.99FG 2531.32FG 2515.00 FG FINISHED GRADE SPOT ELEVATION I \ 2532.54FG 2532.56FG 2531.68FG 2530.65FG / 2 2515.00 FF FINISHED FLOOR SPOT ELEVATION ��� ❑ \ ❑ ❑ 2531.38FG 2530.96FG ��- - s32_ 2515.00 SW SIDEWALK SPOT ELEVATION 1 N 2530.31 FG \ 2531.06FG 2515.00 FL FLOWLINE SPOT ELEVATION Lo _ _ 2529.88FG ® 2529.11GB 2530.36FG 2531.20FG \ L,, _ ` / co - - \ PROPOSED BUILDING 2530.84FG " 2529.90FG 2529.47FG 2531.20FG PROPOSED BUILDING FFE = 2532.90 2530.80FG / LEGEND 0 N co 2531.10FG FIFE = 2532.80 u ❑ 2532 2532.84SW p p p - - \ CD 2529.48FG 2530.86FG �, 2531.16FG 0 2532.76SW 2532.86SW 2530.76FG 2531.87FG 2529.58FG \ PROPERTY LINE z o 2530.76FG 2532.74SW 2532.74SW 2532.76SW 2532.61 SW 2532.83SW 2532.90SW / 2531.10FG 2532.51 SW 2532.26SW 2532.26SW I 2532.62SW 2532.38SW \ S33_ - 420 EXISTING MAJOR CONTOUR `s' I 2532.10- 2532.08SW 2532.56SW 2532.30SW 2533.13SW - N N I J 2529.30G6 PROPOSED BUILDING 2530.99FG 2532.46SW I - - 2531.35SW 420 EXISTING MINOR CONTOURco FFE = 2530.00 253co 0.99FG 2532.44SW 2532.01 SW 2532.53SW 2532.26SW 2533.06SW u- \_ 2532.22SW 2531.83SW 2532.18SW 2531.03SW �2o PROPOSED MAJOR CONTOUR 2530.97FG 2531.07SW 2532.01 SW 2532.29SW 2532.10SW 2530.95FG \ �20' PROPOSED MINOR CONTOUR � \ 2531.99SW 2532.12SW 2530.90SW \ co I N ^ 2531.36FG 2531.06FG 2531.07SW 2531.84SW ,2532.04SW 1•�1 q' �`'S - I 2529.88FG 2531.09SW 2531.86SW 2532.22SW 2531.21 SW oHP BHP EXISTING POWER LINE a I 2531.48FG 2531.41 FG r 2529.56FG 2531.20FG 2531.39FG 2531.57SW 2531.38SW \ \\ OHP OHP PROPOSED POWER LINE I I I 2529.46FG 2530.85FG 2531.27FG \ 2531.69SW 2530.86FG 6aq,__! 2530.49FG - / \ \ U) _2532.82G6 \\ \ EXISTING STORM DRAIN LINE - "/ 2530.86FG 2531.23FG 2530.81 FG 1' 2530.40SW \ I I / 2530.77FG O 2530.46FG \ PROPOSED STORM DRAIN LINE I I I I 2529.44FG 2530.70FG 0 0 2531.14SW 2530.78FG \ I I I I \ 2530.66SW 2531.30SW 2530.76SW _ 2530.40FG \ �� PROPOSED POWER POLE o 2529.54FG 2530.68FG 2530.28G6 2530.63SW 2531.41 SW \, GRADE BREAK 2529.88FG 2530.42SW \ 2533.14SW I I I 2530.77FG 2530.68FG \ 9533.1 OSW I 2530.66SW 2531.27SW 2530.46FG REVERSE VERTICAL CURB AND GUTTER I I I 2529.34FG 2530.05GB 2530.69FG 2531.27SW L I II I 2529.26FG 2529.66SW 2531.09FG 2530.63SW 2530.15FG 2530.45FG \ I 2529.57SW 2530.73FG -I I I 2528.91 GB 2530.77' -o 2531.23SW 2531.40SW Y 2529.43SW 2530.84SW 2530.68SW 2531.05FG 'A s I i I 2529.05FG 2529.36SW 2530.84SW �0 2531.1OSW 2531.39SW -� 0 2531.22SW 2530.82SW I 2528.89SW 2529.85SW cs� 2531.10SW \ 2528.80SW 2529.76SW 2530.62SW \ I I 2528.84FG 2530.62SW s�� 2530.96SW o 0 2530.35GB \ \ t \ \ 112528.06GB 2529.18FG 2530.79SW 2530.94FG �o Oi,L 2530.66SW y \ I 2528.97FG 2530.71 SW 2530.84FG c m �, 1 1 I I 2528.40FG . �) I I II 2528.55FG 2531.26OFG y�l� "s 0 co u _ ` ` \\ N W Fv 2531.05SW - - _ _ N / O Q O a II 112527.97FG a 2532.42SW 2530.89SW O a \ \ J Q 2530.99SW w \ 2532.34SW J 2530.95SW ,, \ 2528.56FG 2529.02SW 2531.05SW J 0 / 2529.10SW 5-30.89SW z - / I I 2528.22FG 2529.04SW / Q N / I 2529.1 OSW 2530.81 SW 2531.40SW \ \ z 2528.13FG 2529.04SW 2530.53FG \ w / W 2530.80SW 2531.40SW 2530.43FG \ 2528.91 SW Z i I ❑ - 2530.68SW 2530.40FG 2530.85FG Lu ; 0 \ - 2530.62FG 2530.73FG \o I I 2528.11 FG A - _ 2530.79FG 2528.20FG 'A \ 2530.80FG p o / Lo I \ 2528.92SW A 2530.85FG c PROPOSED 0 2 2530 54FG • / � � z w c� 0 2528.54FG BUILDING '� Os 2530.56FG \ cv w 1 I r \ FFE = 2529.00 2530.53SW F` FO 2530.54FG - 2530.89FG m Q 2530.51 FG \ m / cd U L i I N 0 �s,OG� - - - \ 2530.81 FG 2530.47FG `� O� 2530.53FG o 2530.96SW /� I w \ ❑ �� 2530.47SW 2530.16FG 2 I I I 2528.66SW c 2530.11 FG 2530.37FG tx o I N I Q 2531.07SW 2530.24FG ^°� 2530.96FG \ 2530.42FG 2529.81 G 'n I I � > 2529.10SW 2528.82SW 2530.95SW 2530.45FG � VqN �• W � I N I I \ 2530.16FG 2530.93FG I 2529.1OSW 2528.86SW 2530.44SW 2529.93FG 2530.88FG / I I I 2528.86SW 0 2530.24FG 2530.18FG 2530.85SW 2530. I I I J ❑ ® 2528.58SW 2530.41 SW 2529.99FG _ 2529.88FG 2530.24FG 2531.52SW 2531.04SWW 2531.49SW I 2531.41 SW 2530.37FG 2529.81 FG 2531.54SW I I I 2531.80SW \\ 2531.42SW 2531.01 SW I III Q \ 2530.73SW \ 2530.96SW I I \ 2530.90SW \ / 2531.57SW 2530.81 SW _ 1 N N 2531.00SW 2530.45FG 2530.84SW N N N z 3 I 2530.87SW 2529.00FG 2530.76SW / 0 0 0 = 2530.89SW / � 2530.77G6 2531.40SW p _ 2529.92SW 2529.45FG 2530.49SW 2530.90GB 2530.81 SW _ i 1 ❑ \ / 253 D.64GB u) 2528.36SW 2529.90SW \ 2530.13FG I 2528.86SW S 9 2528.76FG 2530.63SW N J • I I 2527.91 FG 2529.1 OSW 2 2 ''' Q 2527.57FG 2529.10SW 2528.86SW \ 2531.18SW 2530.53SW v a 2527.48FG 2528.27SW 2529.78SW 2528.73FG \ 25 1003SWco w I I 2529.82SW 2529.28FG a o I I 2527.46FG \ pR _ I 0 2530.79SW OpOS 2 = = 0 0 2527.56FG N Q ED g S3 2530.16FG Q Q o- U 2527.90FG \ , 2530.74SW FFE�253 UI DING 0 0 o 2530.70SW v 00 rn I I \ 2530.61 SW 2530.04FG m m o co c� w I O \ o z rn I 2527.31 FG 2528.74SW 2530.58SW 2529.96FG 00 w o ~ w � / co w = 2530.58SW z z 2530.43SW _ Y w CD a z N / 2527.39FG 2527.71 FG 2 228.59SW 2528.83SW 2530.36SW 2530.36SW \ Q co 0 o Y -J I 2527.35FG 2527.65FG 2528.43SW 2528.86SW 2527.55FG U a I I 2530.23SW 2530.61 SW a o 'L I 2527. 2529.71 SW 2529.99SW 2528.95SW 2530.30FG O in o v 00 a 2528.63FG / 2527.66FG h� SEAL wm NORTH y °a = J > _ FOSS\OVAL GRAPHIC SCALE IN FEET Quo ��CENSFo FFE, a 0 15 30 60 e w 19524 U y `01 15 20240 rn 0 0 � '°AIRICK� O t > .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 CONSTRUCTION I- m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y 2) AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION =� D CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE I mm /��}.OQ N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cwl twfors yw(jig, 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 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. 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. 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. 2526.84GBLx ❑T 2528.55SW - 2528.82SW 2527.20SW 2527.60FG 2528.50SW 2528.32SW 2527.46FG 2527.97FG i \ \ 2527.28FG 2528.47SW - 2527.01 GB \ FG 2527.68FG 2527.36 2528.75SW 2527.37FG "j \\ z - - II 2527.27FG EEEEEEEEEEEEEEE � � E2528.53SW 2527.44FG \ GRADING NOTES O -2530 2527.49FG 2528.68SW _ \\ 2527.39FG \ U) El EEEE EFFF ® r] LA 2527.43FG , o 2527.83FG ® S / w ® � 2528.35SW 2528.51 SW 2527.42FG 2528.24SW El ® 2528.45SW Q 2528.40SW 2528.19SW \ / 2527.84FG > 2528.20SW I \/ F 2527.41 FG �\ 2528.13SW Q 2528.21 SW 2527.89SW ❑ o 2527.50FG J �� ' 2528.11 SW 0 2528.23SW 2528.42SWEl / II W �� ❑ 2527.47SW 2527.99SW(2528.01 SW2528.37SW 81SW ABBREVIATIONS W I O 2527.77FG 2529. ❑ �(�� I I Q \ PROPOSED BUILDING 2527.59SW 2529.66SW 2515.00 FG FINISHED GRADE SPOT ELEVATION I� FIFE = 2528.40 -- 2527.96SW 2527.73FG ILO \\ ,W 1 2-5 77.30SW ° ° a 2527.77FG I N 2527.80SW COo \ 2515.00 FF FINISHED FLOOR SPOT ELEVATION i 2527.29GB 2526.90SW ® ® 0 m Co. / \ 2528.42FG 2515.00 SW SIDEWALK SPOT ELEVATION 1 U 0 J u ® W �� / �� 2515.00 FL FLOWLINE SPOT ELEVATION ❑ N I 2527.23SW ® ®® ® 2527.36SW � o w - , \ 1 I 2527.45SW 2527.21 SW 2527.24SW 2527.45SW a 2527.48GB co I I 2527.16FG 2527.29SW 2527.30SW 2527.71 SW a \ \ 2 co I I 2527.85SW a 2527.30SW o 2527.25SW �� ° N 1 2528.34SW 2527.22SW m 2527.19SW Q LEGEND 0 0 2527.80SW 2527.17SW ogo 2527.79SW 2527.99SW co a N - - - PROPERTY LINE 2527.45SW " u 2527.14SW PROPOSED CLUBHOUSE � 2527.79SW 2527.54SW � � / � z _ I I 2527.30SW 2527.16SW N W W Z / FIFE = 2528.00 / 420 EXISTING MAJOR CONTOUR 2527.30FG 2527.23SW 2527.11 SW o ,0 2527.73SW �� / / / N 2527.20SW F❑ ❑ 2527.87SW - - - - - / / 20 EXISTING MINOR CONTOUR ^ co 2527.12FG 2527.05SW ° 2527.14SW M - / 2527.49FG 2526.93SW � ® / O O � GJZp�. 20 PROPOSED MAJOR CONTOUR 9 2527.20SW 2527.23SW co �2 / 2526.87FG 2526.93SW 0 2527.53SW O U 2p PROPOSED MINOR CONTOUR o 2527.01 SW 2527.04SW 2527.08FG 2526.87SW 2527.44SW 2527.08FG / o OHP oHP EXISTING POWER LINE o 2526.95FG 2526.84FG ❑ 2526.90SW 2526.84FG 2527.00SW 2526.92SW 2526.98SW 2526.84FG 2526.84FG 2526.95FG Q U N 2526.84FG o 0 0 o i 2526.91 SW T (j OHIP OHP PROPOSED POWER LINE ' i 0 0 2526.84FG 2526.84FG 2526.84FG � 2526.93FG Z 2526.84FG 2526.84FG �� °os 2526.84FG 2526.84FG 2526.84FG s 2527.79FG 2 - - EXISTING STORM DRAIN LINE I 2526.84FG `� 2526.84FG 2526.84FG 2526.84FG 2526.84FG _ W PROPOSED STORM DRAIN LINE 2526.84FG �\ 2526.84FG 2526.84SW V9.59R 526.84FG 2526.84FG 2526.84FG 2526.84FG 2526.84FG CO ❑ ) 2526.84FG 2526.84FG / �� PROPOSED POWER POLE C) 2526.84FG 2526.84SW 2526.84FG .84FG ��L g 2526.84FG (2526.84FG)' ALLEY 'H' (PRIVATE) 2526.84FG �, - - - - - - - - - - - - - GRADE BREAK 2526.84FG 2526.84FG < ❑ ` a 2526.84FG 2526.84FG /v REVERSE VERTICAL CURB AND GUTTER 2526.84FG �� ❑ 2526.84FG T 2526.84FG s, 2526.84FG 2526.84FG - 2527.88G6 / s9 �'` 2527.34FG 2527.49FG 2526.84FG -252�/ Y 2526.84FG w 2526.84FG 04 / Q \ I \ > I I \ Elo ❑ I 2528.60SW - y I 2527.54FG - nl 2527.69FG 2528.45SW� (V w w a I Q 2527.27FG ✓ cVLL PROPOSED BUILDING 2527.26FG PROPOSED BUILDING O Q O m 2527.26GB FIFE = 2527.70 FIFE = 2527.70 0 2526.31 SW - 0 2528.00FG J 0 LJ 2527.27FG 2527.81 SW u ❑ 2528.88SW 9 \ 2527.70SW 2527.70SW 2527.70SW 2527.70SW 2.9 7.27FG _ _ 2527.70SW 2527.7OSW 2527.70SW 2527.70SW 2528.73SW / z a [ 2528.25SW G / / - o �� 2527.28SW 2527.45SW 2527.30SW 2527.17FG 2527.25FG 2527.93SW 2528.20SW 2528.32SW 2528.07E � / 15 25.E 2526.26SW 2527.46SW 2527.23SW 2528.37SW 2528.85SW 2528.97SW N 2526.44SW 2526.95SW 2527.08SW 2527.00SW 2527.80SW 2529.24SW - _ CL - S 2527.21 SW 52�� �cb Q Q ° ?s� 2527.37SW 2929.09SW / 2 2526.87SW / - - 2526.77FG 2527.70SW 2528.43FG \ \ I I <0 _ 0 - 2526.47FG 2527.19FG 2527.18SW - - - - - - - I ' //I I /2529 z E 1 j/// 2525.79G6 2526- - - - - - _ - - - 2527.71 SW W. ENDEAVOR STREET I I / I I ❑ W W 1 1 - =-2527 _- - - -1 - - - - - - - - - -2528- - - _ - - - - I I I to 0 _ _ _ 2527.66SW _ - / I I Q ❑ - <as: -=-_ -_- 2528 25292530 - - __ 2527.16SW - / - - - l I r� - - - - - - -_ - - 253 .25322533 \ SEE SHEET C6.01 FOR INFORMATION. - I� o I /ff 25===❑________ - - // IS2g _ �� / I111 I I I \m \ \ _ - _ - - - - - - - ------ - - - - - -� -� \ - - - - - - - - - - - - - - - - \ / // 11 I I I \ ` - - - - - - - - - - - - - - __- - - - - - - - - - - N - - - - - - - - - - - - - - - - - - - - - � � - _ - - 528� .2528:2525_- - ==_ v� - _ - - _ _- :25242523 - - - - - - - - - -_- Q I - - - - - - - _ _ _ - - - - _ - _ - _ _ - ;_-_ -= - - 2522 - - ____-_______ - - - - - - - - - - - - - / / r/ � � _ _ _ _ _ - � w --� � � 1- � __ _2521=25 z o I - - - - - - - � _ - - _/ / \ \ \\ \ \\� - - - - _=- 20-25192518== It N NCD CD N s ��/ > 0 I - - - - - - - - _ _ - - �� � - - - - - - - - , - - - , - / / / / / ) \ ❑ - - _ - N N N z _ - - - - - - - - - / - -_- - - - - - _ _ ®® _ / / _ _ ❑ o - - - - - - - - - - - / / / /---2521.25222523 =__________= r r r ILL (.0o - - _ - - - - - - -' - - - - /\ _= J /-/______�====-2524-2525=2526-==_-= cn U) L) - - - - I cn / / / -T-- w Q o I a J W / / / / \� / Q U' U / / U I I W a I W L / _ = O o (n (n O p v J O CO W 6) m m z 0') 2 W n m W CO U = �� W W U cy) Z z � (D U O } Z N J a c Q' W 2 �' W Q 0 0 U d wm SEAL NORTH Z) a cF � J = FOSS\OVAL fiy�/ o y GRAPHIC SCALE IN FEET a 0 15 30 60 W = o N 4 01/15/2024 UF9TF OF c pATRICK L U Q 0) i 0) L o�i j 3 CAUTION:NOTICE TO CONTRACTOR N U t NOT APPROVED FOR 04 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 R' Y E AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o 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 C4.0 a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below. 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 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. 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. 4. PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY WATER RULES AND REGULATIONS INCLUDING,BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION F- � PREVENTION. • STORM DRAIN NOTES z / �T I I o ® INSTALL INLET CATCH BASIN TYPE III PER ISPWC DETAIL SD-603. 16 0 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. W ui � o RETENTION BED#1A O INSTALL PERFORATED STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. 5 w 66.00'Lx19.00'Wx3.00'D ALLEY'K' (PRIVATE) I a TOP ELEV: 2528.1' - I ® INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624. BOTTOM ELEV: 2525.1' c� \ ❑T \ �/ 05 INSTALL SEEPAGE BED PER CITY OF MERIDIANS STANDARDS AND SPECIFICATIONS. 3 61 LF OF 18" G 9 � SEE DETAIL ON SHEET C7.00. a PIPE @ 0.00% ❑T I © INSTALL STORM DRAIN MANHOLE PER ISPWC DETAIL SD-611. 15.00, 15 LF OF 12�, ;;• � 1© INSTALL CLASS III RCP STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. • 2 PIPE @ 0.56% 11 ` - RETENTION BED#2 C13-1 %' S 101.00'Lx15.00'Wx7.00'D 16 FURNISH AND INSTALL STORMTECH DETENTION SYSTEM IMPERMEABLE LO N ®® ( 001 1 RIM: 2529.11 TOP ELEV: 2528.9' THERMOPLASTIC LINER ALONG ENTIRE LENGTH OF SEEPAGE BED SIDE. SEE PROPOSED BUILDING INV OUT. 2526.11 PROPOSED BUILDING BOTTOM ELEV: 2521.9' III DETAIL ON SHEET C.7.00. N II 0 O00 S&G-1 RIM: 2529.70 J 0 0 16 4 INV IN: 2526.03 z INV OUT: 2525.70 INV OUT: 2525.70 I co 55 LF OF 18" PROPOSED 96 LF OF 18" `° 3 to PIPE @ 0.00% BUILDING • 3 PIPE @ 0.00% RETENTION BED #1B 5 60.00'Lx19.00'Wx3.00'D L m 0 TOP ELEV: 2528.1' BOTTOM ELEV: 2525.1' S&G-2 19.00' RIM: 2530.47 ii �', cn cn INV IN: 2526.99 4 ' CB-2 / 0 16 \ 0 INV OUT: 2526.66 ® 1 : . ® RIM 253005 INV OUT: 2527.05 ui 0 o .00 2 13 LF OF 12 (\. i 1 CB-36 ip PIPE @ 0.50%/ RIM: 2530.28 �- - I-I n INV OUT: 2527.28 �G 75 LF OF 12 2 lQ E -i� PIPE @ 0.50% �L 0 SDMH-313 - RIM: 2530.70 6 INV IN: 2526.90 I 0 INV OUT: 2526.50 Lii a � L.L c0 O Q O W ' J a T � o LEGEND Q° C. Z N O Q 127 LF OF 12" 2 0 � V A PROPERTY LINE o _ _ PIPE @ 2.42% /'j coU I 4200 EXISTING MAJOR CONTOUR 0 �0 A� 20 EXISTING MINOR CONTOUR � Z E O �� �� co 20 PROPOSED MAJOR CONTOUR W 10 s� W w 20 PROPOSED ' PROPOSED MINOR CONTOUR ME U BUILDING OHE OHE EXISTING POWER LINE S&B-36 �G� \ `} OHP OHP RIM: 2524.05 PROPOSED POWER LINE 4 VA PROPOSED POWER LINE ® ' E INV IN: 2523.43 EXISTING STORM DRAIN LINE INV OUT: 2523.10 N ® • » PROPOSED STORM DRAIN LINE 3 13 LF OF 18 •• W PIPE @ 0.00% -� a � '��� �Q� EXISTING POWER POLE PROPOSED SAND AND GREASE TRAP N N N O O O z PROPOSED SLOPED END HEADWALL N N N N N N » > PROPOSED RETENTION POND r r r 13 LFOF 18 3 1 �a / = - - - - _� U) PIPE © 0.00% PROPOSED ADS STORMTECH CHAMBER w Q a \ � U RETENTION BED#3 5 N 122.00'Lx50.00'Wx7.00'D S&G-3C TOP ELEV: 2528.0' 1 RIM: 2530.32 PRO BOTTOM ELEV: 2521.0' `� 4 INV IN: 2523.43 0 POS = = O 1 EO BUI / Q Q a o o �, \� DOING � � � ® INV OUT: 2523.10 cn cn 2 o rn ^ c rv�l in m m o CO w W 102 LF OF 18 3 �� m o rn II16 = U PIPE @ 0.00% 190 LF OF 12 z z Y w � = Q o 23 LF OF 12" 15 3 13 LF OF 18" 2 PIPE @ 0.32% U)3: 2 W v a o PIPE @ 0.00% Of w = � PIPE @ 0.25% ®® 0 0 v 0- m _ I _ `142 LF OF 12" 3 13 LF OF 18 CB-3C NORTH SEAL 2 PIPE @ 0.00% a CB-3A S&G-3A PIPE @ 0.25% 1 1 RIM: 2527.03 1 RIM: 2527 INV IN: 2523.89.63 -1 SDMH-3A INV OUT: 2524.03 ONA F > RIM: 2526.84 4 6 RIM: 2529.63 �_ S� N INV IN: 2523.20 ��S G� INV OUT: 2523.95 INV OUT: 2523.56 GRAPHIC SCALE IN FEET �o �CENSF� N INV IN: 2523.10 a 0 15 30 60 UJ 19524 U o N 01 15 2024 o a ti��gTF o qF 0 c pA1RICK C U a rn o C) > 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o U T THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION i m_ g UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE below /� . O N �} o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Whaft UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd 1*fM YW 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 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. O � � 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 � �W � / ENGINEER OF ANY DISCREPANCIES. 4. PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY WATER RULES AND 0 REGULATIONS INCLUDING,BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION 00 0 ° a PREVENTION. I PROPOSED Z ° � J ! Q BUILDING 0 STORM DRAIN NOTES Z m � ' W 14 O _z INSTALL PERMEABLE PAVERS. SEE DESIGN BY OTHERS. a Q ICOa Q M o El ❑ o Q o a O �V L ® cCO o PROPOSED CLUBHOUSE ® a w u � o uuuICl � ® a o 0 Q ❑ El a ® 2 2 hij F �7 a / .�❑ ® ® L0 L 00 00 V O O N Z 7 ALLEY'H' (PRIVATE) 7 N O 0 w 7.56 ^ mn ®® cli o � o m 0 CD C • ❑ • . O PROPOSED BUILDING PROPOSED BUILDING NEl El z R T T E Y 1 O ' ®® - j s W. ENDEAVOR STREET N w N Y - LL SEE SHEET C6.01 FOR INFORMATION. O � Q O J Q T I� 16 0 LEGEND Q I-- Z c — — PROPERTY LINE O Q ui 3 w O 4200 EXISTING MAJOR CONTOUR Q L Z Z 3 w 201 EXISTING MINOR CONTOUR a E - Q OLL o - ®® 20 PROPOSED MAJOR CONTOUR z Q 5W N o .201 PROPOSED MINOR CONTOUR Y o U U) U OHE OHE EXISTING POWER LINE W OHP OHP PROPOSED POWER LINE U 2 E Z W E PROPOSED POWER LINE EXISTING STORM DRAIN LINE 0 PROPOSED STORM DRAIN LINE EXISTING POWER POLE PROPOSED SAND AND GREASE TRAP N N N 3 ®® CD CD CDz 3 PROPOSED SLOPED END HEADWALL N N N O PROPOSED RETENTION POND T T PROPOSED ADS STORMTECH CHAMBER w W , J Q 0 Q U U) U U O_ N ��nn L (D O C Q ' / O O T 'Q^^ /Q O ^^ Icc� U) U) G Q (n 0 0) C W N m } J Lu LU cow co co Z Z Y LLJU p ~ Z 3: 2 U = J `o U a Df w 2 Q o e 0 10 1 C) d co9 NORTH SEAL W � N Q C > s ��SS\ONAL o GRAPHIC SCALE IN FEET Quo �\CENSF� 2 a 0 15 30 60 19524 0 U o N 01 15 2024 o a ti��gTF OF 0 9F c I)A1RI0K C U a rn 0 0 j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o U T THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE �0 /� . N �} o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd I*fm ym dig SO432417360 AG EHC II (LEN) MULTISTATE 2 LLC / L LU® - - Li L L L -L is - , NOTES — — — — ALLEY W (PRIVATE) — I 1. GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATING THE INSTALLATION OF CONDUIT FOR THE FIRE W 899 1 O Ty 8 Wy ALARM SYSTEM WITH THEIR SUBCONTRACTORS. t � � 1� =1 t 2. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S T I RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING �� / J UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL jjiUTILITIES ARE SHOWN HEREON.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR I / UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 3. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE I \ / ELEVATIONS. cd \ u / 4. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE \ / / ENGINEER OF ANY DISCREPANCIES. ' \ C5.01 / 5. PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION / 1 PREVENTION. ZO / 6. UTILITIES TO BUILDING CONNECTIONS ARE LOCATED 5 FEET AWAY FROM BUILDINGS. a / J C)o Lu LEG EN D W PROPERTY LINE � J W W 9TF j W EXISTING WATER LINE a Lu + W PROPOSED DOMESTIC WATER SERVICE LINE / 6" W PROPOSED FIRE WATER SERVICE LINE(HYDRANT) J , 8" W PROPOSED FIRE WATER SERVICE LINE II \ Q 3 r 12 S EXISTING SANITARY SEWER LINE LO co 00 L00 6" SS PROPOSED SANITARY SEWER LINE N 0) EXISTING IRRIGATION LINE O N Lij IRR PROPOSED IRRIGATION LINE ' ® CO C/) i OH EXISTING POWER LINE Z SO432427950 / EXISTING POWER POLE Q M o JOINT SCHOOL DISTRICT NO. 2 I d ' / 0 W PROPOSED END CAP o ' D/ � PROPOSED TEE � �o j3 m PHASE 2 o PROPOSED FIRE HYDRANT N PHASE 1 / PROPOSED WATER VALVE w QO PROPOSED SEWER CLEANOUT BLOCK 9 0 ±10.41 ACRE LOT / ui C5.02 � O ' a 3 E Y a • Z 41 J I m Q / 13 / Q 1 s eeeeeee _ ___ e — e � / / ® / SO432429360 p / WOODSIDE AVENUE INVESTORS LLC Z LLJ N i� ALLEY'H' (PRIVATE) 8„ O J = LLI 16 Y I > N � �Im Q D 00J - 3 I , 3 /i W E W 18 W. ENDEAVOR STREET U Y \ 8i/W CC U \ C6.11 O G C t0 _ N o — — E m I 0 w a K a w 3 O O O z U N N N 3 I r^ VJ SO432438850 / ui Q 0 J USTICK RENTAL LLC co J w PROPOSED BLOCK 8 J w C6.10 3 ±3.15 ACRE LOT CD O T w O MMCD � W N W � o (V co W V ` CO Q 0 z :5w '- W m W Lu Z Z Y U p ~ Z ULLJ U a W W 2 J o > > 0 U d coc Q I NORTH SEAL W � > s 0 ��SS�ONAL fiy�i o 07 3 / GRAPHIC SCALE IN FEET Quo \1�CENSF� 2 a U) — _ _ — 0 30 60 120 w m Q / U 19524 J 01/15/2024 °� ff nn V - S Z _ USTICK ROAD OF °P��`v pA1RICK 0� — — 0 0 j 3 CAUTION: NOT CE TO CONTRACTOR NOT APPROVED FOR o U T THE CONTRAC FOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIO F EXISTI CONSTRUCTION iz: m_ UTILITIES AS S r+� Y E AND,WHERE P SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE 11ti�1811°S �0 C5.00 N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. I Cd befm 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 l l RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL I 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 F_ T ®® ELEVATIONS. - - - - SSMH-01 / 4. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE EX SSMH-01 --- \ RIM: 2531.03 1 36 LF OF 8" PVC SSMH-06 '- SSMH-05 ENGINEER OF ANY DISCREPANCIES. RIM: 2531.29 3��C`I 2 INV IN: 2518.92E o RIM: : 251 . 2 RIM: : 252 0 5. PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY WATER RULES AND \ INV IN: 2518.94 S 1 119 LF OF 8 PVC @ 0.40/0 2 INV IN: 2519.49E INV IN: 2521.22 E INV IN: 2518.75 SE & \ INV OUT: 2518.84 NW - - - - - - - - - o- - - INV IN: 2519.49 S - - - - - - - - - - - INV OUT: 2521.12 W o REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION 3s°,- - - - - - - - - - - - - - - - - - - -I � - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - _ PREVENTION. 21 LF OF 8" PVC 0.40% 64 LF OF 8" PVC 1 c§1' .0. INV OUT: 2519.39 W 1 409 LF OF 8" PVC @ 0.40% ALLEY 'K' (PRIVATE) 19 LF OF 8" PVC 1 6 ` - o @ 1 ss s ss ss � � 1 116 LF OF 8 PVC @ 0.40/0 6. UTILITIES TO BUILDING CONNECTIONS ARE LOCATED 5 FEET AWAY FROM BUILDINGS. �f cps 45° 7 8 11 5 1 21 LF OF 8" PVC 156 LF OF 8" PVC 1 -o --��168 LF OF 8" PVC 8 7 450 168.5°' Ss I I _ / Q UTILITY CROSSING.SEE WATER NOTES 2&3 ON SHEET CO.10. Z 45° 7 23 LF OF 6"13 4 8 34 LF OF 6" PVC @ 2.00% 4 $ a a19 12 LF OF 8" PVC a 1 - - - - - - - U co-6- - - - - - - - - - - - - - - - - -, - - - -a - - # � -� - - � s / - - _ I 11 S WATER NOTES W / 4 2 11 LF OF 6" PVC 5 34 LF OF 6 PVC @ 2.00% 4 ` INV OUT: 2520.74 0 1 21 LF OF 8" PVC - - 3 6 CO-7 5 \ 1 25 LF OF 8" PVC ` _ _ ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF 23 LF OF 4" PVC 10 6 i 1 70 LF OF 8" PVC INV OUT: 2521.43 / \ 7 45° / _ -i- _ / MERIDIAN STANDARDS. 6 3 EX SSMH-02 w �� 17 52 LF OF 4" PVC 10 T 52 LF OF 4" PVC 10 0 1 8 LF OF 8" PVC RIM: 2531.63 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF o 22 LF OF 6" PVC @ 2.00% 4 I 13 54 LF OF 6 I INV IN: 2521.79 E 3 MERIDIAN STANDARDS. 14 LF OF 4" PVC 10 " CO-5 5 54 LF OF 6 13 • / 7 11.25° INV OUT: 2521.69 W 3 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STD DWG W8 &W9. 16 10 L J OF'4" PVC 10 16 / I / 7 � INV OUT: 2519.67 � 17 1 53 LF OF 8" PVC 1 17 / 2 12 LF OF 6" PVC / ® INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. a 22 LF OF 6" PVC 2 90 LF OF 8" PVC @ 0.68% 1 ° I 1316 LF OF 6" � � - 7 11.25 � � � u 12LFOF6 13 3 18 �&;k-� i 1 10 LF a BUILDING 6 BUILDING 7 / 3 / �5 INSTALL 8" x 8"x 8" TEE. SSMH-07 0 7 22.50 0 ❑ ❑ 0 _ ❑ 1 / 271 LF OF 8" PVC @ 0.400 1 RIM: 2531.03 INSTALL 8" x 8" CROSS. INV IN: 2520.20 SE \ \ / / 00 3 I INV OUT: 2520.10 N \ \\ / 1 302 LF OF 8" PVC 3 / / �7 INSTALL 8" WATER LINE BEND WITH THRUST BLOCK CITY OF MERIDIAN STANDARDS. N µ' \ 00 ANGLE PER PLAN. O o ® INSTALL 8" x 8"x 6" TEE. o BUILDING 5 12' 1 92 LF OF 8" PVC / Z ❑ \ �\ 1312 LF OF 6" T / l� 10 INSTALL 2" SERVICE LINE, 2" METER SETTER WITH SINGLE 2" METER PER CITY OF a) 13 56 LF OF 6" ( MERIDIAN STD DWG W4. \ \ 16 ► O I j!I l / \ 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF VERTICAL ^ \ o L � / 3 / SEPARATION PER IDEA STANDARDS. /�\ o M a \ co / WATER/ 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF 17 ® \ o � ® / SEPARATION PER IDEA STANDARDS. WHERE VERTICAL REALIGNMENT IS / I m \ 8 1010 LF OF 4" PVC 3 \ NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A o 0 22 LF OF 6" PVC 2 \ MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. N 3 \ 10 54 LF OF 4" PVC, / / � \\`ec a0 3 / e� 13 INSTALL 6" DI WATERLINE FOR FIRE SERVICE PER ISPWC AND CITY OF MERIDIAN U) 1 137 LF OF 8" PVC; / / \��Fc STANDARDS AND SPECIFICATIONS. un 6 LF OF 8" PVC 1 �+ \\ _ / I\ l \ \���\ \ 15 FURNISH AND INSTALL 450 BEND AND THRUST BLOCK PER ISPWC AND CITY OF \ 6 / MERIDIAN STANDARDS AND SPECIFICATIONS. • 16 7 \\ \ 5 �� 16 FURNISH AND INSTALL 90° BEND AND THRUST BLOCK PER ISPWC AND CITY OF INV OUT: 2521.87 138LFOF6 \ n l / I I / ! � � � N g ! \ 4 36 LF OF 6" PVC @ 2.00% / 3 / l MERIDIAN STANDARDS AND SPECIFICATIONS. 13 51 LF OF 6" 10 6 LF OF 4" PVC 286 LF OF 8" PVC @ 0.66% 1 \ \ / L ry^ / / / 17 PROPOSED DOMESTIC WATER AND FIRE ENTRY LOCATION. SEE PLUMBING PLANS a / FOR CONTINUATION. \ BUILDING 9 SANITARY SEWER NOTES o 10 49 LF OF 4" PVC 17 � \ �\ ' � / Q / / 3 Q \ y� \\ �✓ /� co BUILDING (� // / I / / O1 INSTALL 8" PVC SDR35 SEWER LINE WITH 3' MIN COVER PER CITY OF MERIDIAN 1 200 LF OF 8" PVC SUPPLEMENTAL SPECIFICATIONS. s INV-OUT: O INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE PER ISPWC SD-501 AND CITY i 5 INV OUT: 2520.66 \ \,\ / w / �6 / J / OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. SSMH-02 6 \\ �2� \ Q / 3 CONNECT TO EXISTING MANHOLE PER ISPWC STDS. RIM: 2527.97 _ .�. BUILDING 10 \ 9 / O ° INV IN: 2520.12 S 2 � 4 34 LF OF 6" PVC @ 2.00% (y fwn INV OUT: 2520.02 N \ / (b / ® INSTALL 6" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER CITY OF MERIDIAN V Q I \ \� �\ / / I j STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL LL Q O 10 ❑ 0 \ \ SPECIFICATIONS. O J / / Q " O5 SEWER SERVICE CLEANOUT PER CITY OF MERIDIAN STD DWG S1. - Q E �► \ �' \\ � / 1. ap 26 LF OF 6" PVC @ 2.00% 4 \\ y' \ O / / O / / / 6 PROPOSED SANITARY SEWER SERVICE ENTRY LOCATION. SEE PLUMBING PLANS N - CO-10 5 \ \ 0 17 / / I � FOR CONTINUATION. z z ° INV OUT: 2522.42 / Q \ / 7 SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. Q 6 s \ =--_6 13 49 LF OF 6 / \/ I C� O O \ 1 8 LF OF 8 PVC / CC 3 w 1 251 LF OF 8" PVC] ❑ \ �3�7° \ \ CO-8 5 10 49 LF OF 4" PVC- t SSMH-08 \ - ,INV OUT: 2523.39 LEG EN D - Q \ 29 LF OF 6" PVC @ 2.00% 4 19 LF OF 6 PVC 2 3 / BUILDING 4 2 3 Ln / / / - - - - PROPERTY LINE J W 3 > a I RIM: / / / w INV IN: 2522.17E 11 / 8 C J ® INV OUT: 2522.07 NW \ �� _ - c / / I J EXISTING WATER LINE r > Y I ❑ ® s ! 1 142 LF OF 8" PVC v W ° 8+' i s`� /SSMH-09 3 W PROPOSED DOMESTIC WATER SERVICE LINE 7 45 W '� 2 RIM: 2529.56 -i 3 17 " 6" W PROPOSED FIRE WATER SERVICE LINE(HYDRANT) 2_01 84 LF OF 8" PVC / INV OUT: 2523.10 W QO 10 57 LF OF 4" PVC „ " E - 8 w 1 38 LF OF 8" PVC / I 8 W PROPOSED FIRE WATER SERVICE LINE 5LFOF4" PVC 10 13 58 LF OF 6 4 36 LF OF 6" PVC @ 2.00% $� 4 _ 12" SS EXISTING SANITARY SEWER LINE ❑ 15 6 LF OF 6"13 15 1010 LF OF 4" PVC 5 NOV OUT: 2523.20 \ \ 4 4 8++I 6" SS PROPOSED SANITARY SEWER LINE 1312 LF OF 6" 6 61 LF OF 8" PVC 1 / /- RF EXISTING IRRIGATION LINE 6 ` , I / I IRR PROPOSED IRRIGATION LINE / 1 79 LF OF 8" PVCIt 14 1111 C / _7 / / -QH EXISTING POWER LINE N N No z / EE SHEET C6.1 FOR 1 56 LF OF 8" PVC BUILDING 11 25LFOF4" PVC10 / = WATER MAIN CO TINUATION L- 17 / INFORMATION. �� EXISTING POWER POLE r r r U) 3 / v, � I a l I I ILL] PROPOSED END CAP w Q U W 00 c J 10 400LFOF8" PVC@0.40% � 25 LF OF 6 13 / $ PROPOSED TEE w I 0 �1 2 p /l I PROPOSED FIRE HYDRANT L I g CD s 2 12 LF OF 6" PVC 16 / / I PROPOSED WATER VALVE Q Q d CD ° I l l I I PROPOSED SEWER CLEANOUT U) U) 2 O 3 13 8 LF OF 6" • 19 LF OF 6" PVC 2 / 1 55 LF OF 8" PVC m } o c°o ~ - 7LFOF8" PVC 1 1351 LFOF6" / I } 0 00 z m w = 10 6 LF OF 4" PVC I m wCO w = 8 Z Y w O N � cn z 8 m 3 10 49 LF OF 4" PVC / Q U) w O U a a 17 ib o o U Q 0 E m U KEY MAP NORTH SEAL 'w � U' m N Q C o 1 S� AL \C E N a C5o C6.12 GRAPHIC SCALE IN FEET U ° 0 15 30 60 19524 w m 0 U o N 01 15 2024 c5.o2 9Fq F OF I' c pA1RICK C U a rn o ici j 3 CAUTION: NOTICE TO CONTRACTOR 04 C6.11 NOT APPROVED FOR Ui T THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE C6.10 o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING below C5.01 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd befm 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 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 REGULATIONS INCLUDING,BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. 6. UTILITIES TO BUILDING CONNECTIONS ARE LOCATED 5 FEET AWAY FROM BUILDINGS. Q UTILITY CROSSING.SEE WATER NOTES 2&3 ON SHEET CO.10. Z O H a J WATER NOTES co ui 5 CO-3 / INV OUT: 2521.80 / /\ / �1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF 6 MERIDIAN STANDARDS. w ! L / INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF a o O MERIDIAN STANDARDS. 4 34 LF OF 6 PVC @ 2.00% 1 / I / / INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STD DWG W8 &W9. ® INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. 3 / 00 I BUILDING 3 BUILDING 12 / / �5 INSTALL 8" x 8" x 8"TEE. / Q 1 178 LF OF 8" PVC > p /- _ ` 07 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK CITY OF MERIDIAN STANDARDS. � / 1 177 LF OF 8" PVC ANGLE PER PLAN. LO J I 135LFOF6" / / �� ® INSTALL8" x8" x6"TEE. N w 0 10 7 LF OF 2" PVC O Q I ° O 13 77 LF OF 6" / �� / / / ' 10 INSTALL 2" SERVICE LINE, 2" METER SETTER WITH SINGLE 2" METER PER CITY OF o / / MERIDIAN STD DWG W4. m O 17 10 79 LF OF 2° P CO-1 / 3_a / Z_ o 5 W 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF VERTICAL 3 I o 16 INV OUT: 2523.64 / so / SEPARATION PER IDEA STANDARDS. ° 4 31 LF OF 6" PVC 2.00% o @ J ! 13 INSTALL 6" DI WATERLINE FOR FIRE SERVICE PER ISPWC AND CITY OF MERIDIAN ^ co � � � � � / Q STANDARDS AND SPECIFICATIONS. � CO (4, I 0 17 FURNISH AND INSTALL 45° BEND AND THRUST BLOCK PER ISPWC AND CITY OF �; ❑ CO-13 13 21 LF OF 6" // / SSMH-04 �� / MERIDIAN STANDARDS AND SPECIFICATIONS. m 5 21 LF OF 2" PVC 2 RIM: 2526.84 � ° o I co INV OUT: 2523.57 6 10 C / I Q 16 FURNISH AND INSTALL 90 BEND AND THRUST BLOCK PER ISPWC AND CITY OF 7 45° INV OUT: 2523.21 W -� N 18 13 28 LF OF 6"' / C� MERIDIAN STANDARDS AND SPECIFICATIONS. \ N� 10 27 LF OF 2" PVC _ 7 11.25° z 17 PROPOSED DOMESTIC WATER AND FIRE ENTRY LOCATION. SEE PLUMBING PLANS �' \ 38 LF OF 6" PVC 2.00% W -J - - - - - - -@ 4 FOR CONTINUATION. 9 - - - 1 19 LF OF 8" PVC o° ALLEY'H' (PRIVATE) 3$7 LF OF 8" PVC @ 0.40% 1 56 LF OF 8" PVC 1 18 FURNISH AND INSTALL 11.25° BEND AND THRUST BLOCK PER ISPWC AND CITY OF SSMH-03 ! ! 7 22.5° / MERIDIAN STANDARDS AND SPECIFICATIONS. � ui RIM: 2526.84 11 4 4 8 2 8 8 1 6 LF OF 8" PVC ■ o INV IN: 2521.82 E ! ' ! 8 13 24 LF OF 6" SANITARY SEWER NOTES Q INV OUT: 2521.72 N 42 LF OF 8" PVC 1 7 45° 2 10 LF OF 6" PVC 47 LF OF 8" PVC 1 -L. L- 1 129LFOF8" PVC 5 45° 7 10 24 LF OF 2" PVC 36 LF OF 6" PVC @ 2.00% 4 y ❑T 4 - 3 1 44 LF OF 8" PVC / / O INSTALL 8" PVC SDR35 SEWER LINE WITH 3' MIN COVER PER CITY OF MERIDIAN i 36 LF OF 6" PVC @ 2.00% 4 15 � / SUPPLEMENTAL SPECIFICATIONS. .E CO-2 1 42 LF OF 8" PVC CO-1 INV OUT: 2522.91 5 INV OUT: 2523.88 5 10 38 LF OF 2" PVC ® / O2 INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE PER ISPWC SD-501 AND CITY Y OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 0 6 39 LF OF 2" PVC 10 3 1 53 LF OF 8" PVC g U I LD I N G 1 6 13 40 LF OF 6" ; ® INSTALL 6" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER CITY OF MERIDIAN 3 °D 10 6 LF OF 2" PVC STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 17 8 6 LF 8" PVC 1 17 / SPECIFICATIONS. c SEWER SERVICE CLEANOUT PER CITY OF MERIDIAN STD DWG S1. 39LFOF6"13I 138LFOF6 / / w BUILDING 2 1 91 LF OF 8" PVC © PROPOSED SANITARY SEWER SERVICE ENTRY LOCATION. SEE PLUMBING PLANS N / FOR CONTINUATION. O E o � � a � � / O � 2 LEG D N J Q - o .E Err - / > - W / - - PROPERTY LINE 7 0 -1EXISTING WATER LINE L 1-- Z Q p / Q ° OO / / W PROPOSED DOMESTIC WATER SERVICE LINE 50 - C 6" W PROPOSED FIRE WATER SERVICE LINE(HYDRANT) 0 o W. ENDEAVOR STREET SEE SHEET C6.11 FOR / 8" W PROPOSED FIRE WATER SERVICE LINE E WATER MAIN CONNECTION J - - - ' 12 SS EXISTING SANITARY SEWER LINE Q 10 DETAILS. "- 6" SS PROPOSED SANITARY SEWER LINE U Y r. '$ / 5 8 W 8 W / RR EXISTING IRRIGATION LINE G I IRR PROPOSED IRRIGATION LINE E OH EXISTING POWER LINE N \ �� EXISTING POWER POLE W PROPOSED END CAP a I W Z PROPOSED TEE a z CN CN � z 3 _ Q ® / PROPOSED FIRE HYDRANT CD CD CD U �/ O o 00 PROPOSED WATER VALVE r r T- o I / X X - X X I PROPOSED SEWER CLEANOUT G7 Qr Lu J Q J I U a 'o I co Z I � I n i N N V O T O O KEY MAP O H m } Z � } 00 :5W m 0 H O Lu Z Z Y LLJU O ~ Z 2 U U a C5.01 C6.12 Of W 2 Q U) w O Q o e 0 10 U d co9 NORTH SEAL W � J > SS\ONAL Fiy��N o GRAPHIC SCALE IN FEET Quo �\CENSF� a 0 15 30 60 o m C6.11 19524 U 2 o N 01 15 2024 o C6.10 9F9rF OF �OP����v C) a 6, AIRICK � o j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR Ui T THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE belowC5.02 N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Whaft UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd 1*fM YW dig 2536 ALLEY G 2536 r r J �p O O 2532 N L r 2532 N� N N 00 �0�N 'tN 00 C-4 00 z " N 0N + N N 2532 / I 2532 O O ONH r Nz0 I r NO I U / w U) � >> EX. GRADE FE / II 2528 (n (n z z PROP GRADE (n Z 2528Lu / _ - - - - - - - - - - - Q — — — — — — — — 2528 I PROP GRADE EX. GRADE 2528 �� 42LFOF8" PVC ' � - - - - - - - - - - - - - - - - a 129 LF OF 8 PVC — — 2524 56 LF OF 8" PVC 2524 16 LF OF 8" PVC L347 LF OF 8" PVC @ 0.40% Z_ 2524 2524 44 LF OF 8" PVC L 00 jq7E 47 LF OF 8" PVC N 6 LF OF 8 PVC 91 LF OF 8" PVC 53 LF OF 8" PVC N 2520 F 8" PVC 2520 00 02 LF OF 8" PVC 6 LF OF 8" PVC o WATER 20 LF O LOWERING DETAIL Z 2518 SHEET C5.12 2518 2520 2520 N r (� N CD co N N N N p LO 0 0 � N N N N 11 +00 12+00 13+00 14+00cli o 10+00 11 +00 12+00 12+41 .54 V/ .5 ALLEY H CD ALLEY G . ... U y Q (0 C O 2 T N E Y O _T t0 O L 3 a m ti W m O U N Q c J J Q o Q T N OT C 2532 EX. GRADE _ _ — _ _ — — — J II \ 2532 Q E — _ _ _ I_ w W U 2528 _- - - - - -- — z 2528 C t0 a 8 LF OF 8" PVC E -o m PROP GRADE Z $ pvC 302 LF OF 8" PVC `FOF 2524 19 LF OF 8" PVC OF $ pVC 3$ 2524 a C y gL 3 C 5 0 0 o z 3O 55LFOF8„ pv N N N 0 r r r T 0 1 " PV r r r r=r^ VJ O ^^ V'' U J J Q C c0 a 2520 2520 cUn U N O r7 O) O I� � ° c\4 N N r7 rO r0 w N N N N N N N Q Q d CD O 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 } rn ry z � C W N m } JCO uJ m CO ui z z Y U O ~ Z U v a ALLEY I W w = Q cn uJ O 0� Q o E U d co Q SEAL U W N Q C > s �SS�ONAL fiy�i o GRAPHIC SCALE IN FEET Q�o`� ��CENSF� a 0 15 30 60 W 019524 U o N 01 15 2024 o a ti��gTF OF qF c PA1RICK C U a M 0 j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR Ui r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE below ��. O N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Whaft UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd 1*fM YW dig ALLEY J 2536 0 `� 0 0 J 2536 0 0, 0 p) p� I� r7 N O O rot 'tai 4 06N r. r, r- r- 6L-0 N N (p O r N 0 c0 + to �N O ± U)N F- — . Ln N 00 NZ Z� _ coNZO + K)NN rn Or7 ai L N O LnN� L :2< >> EX. GRADE N ~ �z z = r N-0 0 LO O z 2532L U) U) 0f z z z � �- < �>> I r N o 2532 ~ = a w I—Z w PROP GRAD _ o _7T ------ � > 2528 It 0 2528 10 LFOF8" PVC 6LFOF8" PVC > a 0 8 LF OF 8" PVC 70LFOF8" PVC 61 LF OF 8" PVC U g�� PVG 171 LF OF 8" PVC 200 LF OF 8" PVC $ 84 LF OF 8" PVC OF 7 2524 `n zZ 10 LF OF 8" PVC 2524 r G In CO CO N O N 0.66% 142 LF OF 8" PVC @ 0.65% 286 LF OF 8 PVC @ o N Z � 2520 0.68% Z 90 LF OF 8" PVC @ 2520 ~ N O co coLi t ^,99k co 1 Ak, C, 2518 2518 N.o ­t O Lc) O r N co 00 O o rO M O� OO r7 r7 M N Lf) Ln L0 Lc) to Lr) Lc) N N N N N N N 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 0 Ez, ALLEY J . ... U tU/1 Q (0 C O E 2540 ALLEY K 2540 Y O _, O 0 J 3 N J N s O N O I— N c 2536 d- 0 Co 04 7 2536 Lu N N E Mrn rn00 OM rn m NN V Q 000000in n'tern In + j� .. a OO �NNH + nLnLO EX. GRADE orN-0 J J I r N •• LoN NH rr J a E _ .. ZZ I.Z O I rNZZ� N < �» a � Q »> 0 /� i\ V) V) .N 2532 � zzz --- ---- - - - -- \ i �� � 2532 Z -- -- - -- - --- --- — \ - - --- - —— - -- - - - - O Q t PROP GRADE' \ �L J \ � z w w 10 CC 12 LF OF 8" PVC L 2528 2528 U G 21 LF OF 8" PVC 19 LF OF 8" PVC 25 LF OF 8" PVC G 21 LF OF 8" PVC 36 LF OF 8" PVC 156 LF OF 8" PVC 168 LF OF 8" PVC a E 64 LF OF 8" PVC 0 2524 2524 a 3 CD CD CDU N N N 3 U 2520 409 LF OF 8 PVC @ 0.40 ° C 2520 J Q 119LFOF8 PVC@0.40% Q Y' U O ° 116 LF OF 8" PVC @ 0.40% U) U N D_ f! N V\ N S •L- N� O LL C d <'^ </^O VJ O co O 2516 2516 m m o (.0 } z rn u = m o z z Y V O U E U' LLJ vas 2514 2514 W = mQ y (.0rO r0 0') O rn 0 U d w r7 rN � rN SEAL m O Ln LO Ln Ln lf) Ln Q = N N N N N N > = 11 +00 12+00 13+00 14+00 15+00 16+00 ASS Nc, n GRAPHIC SCALE IN FEET Q�o`� �\CENSF� 0 15 30 60 w ALLEY K 19524 U o N 01 15 2024 o a ti��gTF O o qF c rn pA1RI0K C U a o > 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o U r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE below ��. N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Whaft UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. W1 befM you dig Z O H a U co u1 cl ALLEY L W a 0 J O a 2536 04 2536 '4 Nt C� N pry O O 00 O o0 00 LO r + LoLnLnN OcflLnNNH J I T N Z Z�D rm = O Lo O N Q > >> L 00 ~ NO (n ~ —ZZZ O I �O ON2532 2532N 0� EX. GRADE 00 N N N + NO — — — 00 2N M + ONN I � NZO I— CD2 _ _O �NH � � �>> M co �» — 2528 N (A Fh Z Z PROP GRADE _ __ — — — — — — — 2528 u� 2524 o U 75 LF OF 8' PVC m 2524 7 LF OF 8" PVC 137 LF OF 8' PVC CD E CD 251 LFOF8" PVC 0 Q 178 LF OF 8" PVC 400 LF OF 8" PVC @ 0.40% T N E 2520 Y 2520 Y 271 LF OF 8" PVC @ 0.40% 0 O s 3 a m s U N W N 2516 2516 Q O Q J = 0 _j J T 1 1 E 2514 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2514 Ln 7 O 00 co Ln 16 s N N 00 00 N OM 7 N N N N N N N O — a 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 0 3 J E ALLEY L o w 0 D L U O U t0 N O oa E a m 0 w K a a `m a 3 O O O U N N N 3 T r^ VJ 0 U cn C c0 W PAVEMENT Q Z TRENCH WIDTH PER cU) > ISPWC SECTION 301 REMAINDER OF TRENCH O TO BE BACKFILLED PER � w � U NON—POTABLE UTILITY ISPWC SECTION 306 No 0 LL C a i1� Z O r g Z = W M C W Jco LLJ m � � Z Z Y U p ~ Z U v a 45" BEND WITH 45° BEND WITH w = o = GRAVITY THRUST 10' 10' GRAVITY THRUST U10- co ca, BLOCK BLOCK SEAL W a 20' OF PVC CASING REQUIRED > FOR NON—POTABLE CROSSINGS SS\ONAL F LENS o GRAPHIC SCALE IN FEET Q� �� a 0 15 30 60 o )WATER MAIN VERTICAL REALIGNMENT DETAIL SCALE: NTS 19524 U 2 o N 01 15 2024 o a ti��gTF OF 0 9F c pA1RICK C U a rn o j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o U r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE �0 ��. N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd l*fM yW dig NOTES CONSTRUCTION NOTES 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 1 C INSTALL 6"VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING SPECIFICATIONS STD DWG SD-701. IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. HE INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DWG SD-709. DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 1 O INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC STD DWG SD-712. IRRIGATION NOTES 14 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 3Q CONNECT TO EXISTING IRRIGATION PIPE. 17 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK TERMINUS PER ISPWC STD DWG SD-1132A. 11 INSTALL 36" REINFORCED CONCRETE PIPE, LENGTH PER PLAN 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT 12 INSTALL REINFORCED CONCRETE PIPE, MATCH EXISTING CONCRETE PIPE SIZE. SHALL BE 25'. STREETLIGHT FIXTURES SHALL BE PHILLIPS RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. 13 INSTALL IRRIGATION BOX PER DETAILS 1 AND 3 ON C7.01 AND NMID STANDARDS STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION o AND SPECIFICATIONS. INVERT AND RIM ELEVATIONS PER PLAN. CONTRACTOR TO PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. a NOTIFY ENGINEER IF EXISTING ELEVATIONS DIFFER FROM THOSE SHOWN ON INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON PLAN. SHEET C7.00. o 14 INSTALL 6"x4" ROCK RIPRAP AT OUTLET, DIMENSIONS PER PLAN 3g PROPOSED DRIVE ENTRANCE PER ITD USTICK IMPROVEMENTS TO BE REMOVED IS EXISTING AT THE TIME OF CONSTRUCTION. ui 31 PROPOSED CONCRETE SIDEWALK PER ITD USTICK IMPROVEMENTS. CONTRACTOR Q TO TIE INTO EXISTING GRADES IF EXISTING AT THE TIME OF CONSTRUCTION. i 3© PROPOSED CONCRETE CURB PER ITD USTICK IMPROVEMENTS. CONTRACTOR TO CONTRACTOR TO VERIFY I RIM: 2526.35 13 7'Wx4'Lx2'D 14 REMOVE PORTION OF CURB TO ALLOW FOR DRIVE ENTRANCE IF EXISTING AT TIME EXISTING ELEVATIONS AND GIRR INV: 2517.79 CONTACT ENGINEER BEFORE 32 RIM: 2526.19 OF CONSTRUCTION. a CONSTRUCTION IF EXISTING GIRR INV: 2518.72 13 GRADES ARE DIFFERENT CB-7A THAN DESIGN GRADES u EXISTING 24" 6 L 11 STORM DRAIN NOTES \ J PIPE PER ITD STA: 14+31.25, -16.00LT BCR ` 31 RIM: 2524.71 3 \\\0 STA: 10+89.48 ECR INV OUT: 2521.304.71 8 \�� 02 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. OFF: 44.96'LT 12 STA: 11+19.96 Q25: 0.23 CFS 11 L FL: 2527.27 Q100: 0.28 CFS ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. 00 I� I OFF: 16.00'LT 3 \ N _ FL: 2527.67 Ho Ho 4 0 14 _ _ _ 10 _ 1 C 1 C - - - - - - - 1 C - - - . - - Q9 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. O _ U CD CD IRR IR IRR IRR - IRR I I 1 10 / LU 10 INSTALL 18" HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. z I C o 1 1 / l - - - _ _ 28 LF OF 121' g W LENGTH PER PLAN. I \ \ ECR \ 26 - 2525- P4 00 0.50% 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND o I - I 1100 1200 N. GLASSFORD AVENUE 13+00 STA: 13+35.01 U, ACHD BMP 20. C7 rn_ _ _ c� CB-7B LLJ o I N t�cb I co 30 26 I I I OFF. 16.00 RT Q INSTALL SEEPAGE BED PER ACHD BMP 20. - ', FL: 2525.28 \ 1 C RIM: 2521.16 _ U I INV IN: 2521.16 0 "W 8"W 8„W 8„W_ 26 8„W 8„W 8»W g Uj 25 INV OUT: 2521.16 LU ® CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD o -"� �' 14 \ 16 Q25: 0.60 CFS Z_ SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE 10 4 N I 14 10 X2525.60 2525.37 x G Q100: 0.71 CFS 19 J INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE °' I / _ BCR I ECR BCR 14 EX. 24 IRR PIPE INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE � STA: 11+22.66 - 1 C _ _ _ _ - - 7 LF OF 12 2 OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR 0 ,n STA: 10+92.68 -STA: 12+46.01- N OFF: 16.00'RT BCR SEEPAGE BED-07 PIPE @ 0.50% PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR OFF: 47.04 RT 4 OFF: 16.00'RT FL: 2527.63 10 STA: 13+05.01 ' SH E ELEVATION:2525.22 >, ® _ - I ADDITIONAL INFORMATION. FL: 2527.73 FL: 2525.82 DIMENSIONS: 15'Wx53'Lx5'D �15 LF OF 18 / ECR OFF: 45.91 RT 2 16 FURNISH AND INSTALL STORMTECH DETENTION SYSTEM IMPERMEABLE o STA: 12+76.01 ALL SYSTEM VOLUME: 1590CF PIPE @ 0.00% 0 CONTRACTOR TO VERIFY I 31 19 FL: 2525.41 PIPE INVERT ELEVATION: 2520.28 S&G-7 , I THERMOPLASTIC LINER ALONG ENTIRE LENGTH OF SEEPAGE BED SIDE. SEE ° EXISTING ELEVATIONS AND OFF: 46.09 RT TOP OF GRAVEL: 2522.80 12 STA: 14+31.25, 26.50RT 1 DETAIL ON SHEET C.7.00. a CONTACT ENGINEER BEFORE1-1 CONSTRUCTION IF EXISTING FL: 2525.58 BOTTOM OF GRAVEL: 2517.80 \ RIM: 2525.25 BOTTOM OF SAND: 2516.30 GRADES ARE DIFFERENTI 1 AX GROUNDWATER ELEVATION: 2514.80 `o INV IN: 2521.13 11 GIRR INV: 2518.83 THAN DESIGN GRADES INV OUT: 2520.28 SEE NMID FOR DETAILS 1 32 INFILTRATION RATE:8.00 IN/HR c43 LF BAFFLE OUT: 2521.03 c9cJ II I I I PPE ®00.0 % 10 BAFFLE IN: 2520.53 L 3 a m N I I C 0 I W N O 2532 54' 2532 Q ^1 onQ 0 VERTICAL CURVE J J = T K=15.0 Y U w0 > o m - Ln >LLJ L � `� z Ln w Q 3 \ QN C) � N + �j Ln'M 0) 0 L.L 2528 \�� �' a `� `�' Q �� 2528 zII3� LU cn + � QW N _ � 0 w � J aN U N L0 (n W m F- > Y PVI: 2527.99 Q N ^` U U) W \ STA: 11+23.16 -2 05q 0 N PROP. GAT '`N) o \ EL P 2527.74 + _ Q - - - - - - - - - - � N - - - - - - - - - - -0.60% mN 200% -2.00q - - - - - - - KEY MAP 2524 EX. GRADE 1 I 2524 AT 1 00 I CD CD CDz s N I 00 00 0 O 3 1 I C3.01 C6.03 0 1 I r r r = 1 I c) LU Q 1 I J Q 12" SD XING 1 I C3.02 U) INV: 2521.15 1 I c6.02 �- I o = 1 2520 1 2520 C6.01 Q Q 0- o0 ° 36" RCP IRR XING 1 I 12" C900 IRR XING J g INV: 2518.77 I INV: 2518.67 m co CO z° rn w o w 1 I C6.00 m w 0 co z \ I z W LLJ o } Z \ J Q `o � Q J \ 0 LJ Q L 0 J \ �7 0 U d c = SEAL .. UJ \\� Q C s SS ENG o N 2516 2516 GRAPHIC SCALE IN FEET Q������oEANSF�/�FF�, r� O� 00 0 0 10 20 40 w y � n Ln "t r Ln n Ln Ln U-) 19524 N N N N N o a 11 +00 12+00 13+00 14+00 15+00 ��q/15/20 Pao tigF f OF pATR I C� M o Q O O J s j 3 CAUTION: NOTICE TO CONTRACTOR N v s NOT APPROVED FOR m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , CONSTRUCTION co m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 1 ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o 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 L 0 d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what'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. \ MAX GROUNDWATER ELEVATION: 2516.70 �I 7 L \ INFILTRATION RATE: 8.00 IN/HR � o -4 -4CONSTRUCTION NOTES INSTALL 6" VERTICAL CURB WITH GUTTER PER ACHD STANDARDS AND \ SPECIFICATIONS STD DWG SD-701. O ® INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD SEEPAGE BED-06 - DWG SD-709. Z FINISH GRADE ELEVATION:2526.59 3 � O 10 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN DIMENSIONS: 15'Wx46'Lx5'D > a S&G-6 OVERALL SYSTEM VOLUME: 1380CF 00 W ACCESS PER ISPWC STD DWG SD-712. of STA: 10+82.70, -26.50LT PIPE INVERT ELEVATION: 2520.58 Q J TOP OF GRAVEL: 2523.10 1 J a 11 INSTALL LANDSCAPE AREA PER LANDSCAPE PLANS. o RIM: 2526.14 � � Q a W INV IN: 2521.43 11 BOTTOM OF GRAVEL: 2518.10 INV OUT: 2520.58 BOTTOM OF SAND: 2516.60 13 7MATCHLINE SEE SHEET C3.OZ \ 13 CONTRACTOR TO SMOOTHLY TRANSITION FROM 6" VERTICAL CURB AND GUTTER MAX GROUNDWATER ELEVATION: 2515.10 TO 6"VERTICAL CURB WITH NO GUTTER. w BAFFLE OUT: 2521.33 INFILTRATION RATE:1.44 IN/HR \ BAFFLE IN: 2520.83 a � �� `10 LF OF 18" 4 13 ,STA: 12+77�87 13 14 CONSTRUCT 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS o 8 LF OF 12 2 2 1 O OFF: 45.91 LT 10 4 STD DWG SD-708. PIPE @ 0.50% PIPE @ 0.00% FL: 2527.26 o � ECR 10 I CVo 17 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK TERMINUS PER ISPWC STD e - . 19 STA. 12+51.87 cfl a 17 _ _ _ _ _ a _ _ U 18 INSTALL TYPE III TERMINUS BARRICADES & "THIS ROAD WILL BE EXTENDED IN THE - -OFF: 46.09'LT - - - - - - - - 19 - - - FUTURE" SIGN PER ISPWC STD DWG SD-1132B. FL:2527.26 � cd STA: 10+50.00 J x x \ -- -- w 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 2526.57 2 26.85 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT OFF: 16.00'LT �, BCR ECR SHALL BE 25'. STREETLIGHT FIXTURES SHALL BE PHILLIPS 1 C - 1 p - 10 36 LF OF 18 11 STA:12+21.87 14 PIPE @ 0.00% � STA: 13+07.�87 11 J 1 C STA:14+71.76 � 18 ` o I 6� OFF: 16.00 LT OFF: 16.00 LT W. ENDEAVOR STREET OFF: 16.00'LT w RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. 00 CB-6 0 125 11+00 26 - 252_�2� - - _ - - - - - - 12+00 FL: 2526.49 FL:2527.16 13+00 i 26 14+00 10+00 STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION Lco 27 _ _ o o U FL: 2528.43 STA: 10+80.71, -16.00LT - + _ _ - - - - __2528_ - - - - - - � _- � - i I I (n PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. - - /� - - -2529-- - - - - - rq °' RIM: 2525.45 / / // - - - - - - - - - -2530- - - - - - rl, m - N 8 / / ( ECR /i / - - -- ---___- - -2531- - - - - - - - \ \ �� W 2® INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON 0 INV OUT: 2521.47 ( - - - - - - 2532 - 2S 2 - Z_ SHEET C7.00. 0 o STA: 11+19.63 8 - 8"W 2� \ - 2 S Q25: 0.47 CFS ( �►-� 253 \ 529 2g - - \ z° Q100: 0.55 CFS OFF: 16.00'RT ' _ - _ - - - 4 - - 14 \ \ BCR FL: 2525.69 - - - x2526.56 2526.86x \ J / U STORM DRAIN NOTES STA:10+50.13 / / 1 p _ 18 OFF:26.15'RT - - 1 C - - - - - - - = - 1 C - - PC Q Q2 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. co ECR FL: 2525.46 1 p j i 14 BCR - - - - ECR -IRS / STA: 14+71.76 - o \ STA: 10+57.13 / BCR STA: 12+20.63 STA: 13+09.63 OFF: 16.00'RT N OFF: 46.18'RT STA: 10+89.63 �`GIRR INV: 2521.30 OFF: 16.00'RT 10 i / 10 1 p OFF: 16.00'RT \- - 4- _ - 2530- - FL: 2528.43 ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. 0 FL: 2525.33, ` - _ °°°° OFF: 46.09 RT SEE NMID FOR DETAILS FL: 2532.91 ECR _ - BCR m _ - - FL: 2527.17 - - - - - - - - - - - - - - - - - - - -- -2529- - o - % FL: 2524.83 STA: 12+50.63 STA:12+79.63 OO INSTALL 18" HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. N _ _ _ OFF: 45.91'RT OFF: 46.09'RT _ _ _ - - _ - - - LENGTH PER PLAN. cn FL: 2527.16 FL: 2527.39 _ - - - 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND - 2528 2528-2528- - 7MA7CHLINE SEE SHEET C6.00 ACHD BMP 20. 0 © INSTALL SEEPAGE BED PER ACHD BMP 20. 0 I - - - - - - -IRR IRR IRR IRR � IRR - tRR- - - - _ - IRR IRR -IRR - _ - - - - - - - _ - _ - ® E C) ui I CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD Q \ - - - WE � _ _ _ - - - - - - - - - - - - - - - - - SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE - INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE o INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE E I I - - - - - _ X X X � OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR Y X X X X - - _ - _ / _-_-_ -�_ X X - PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR 0 / T ADDITIONAL INFORMATION. 0 s 3 a m s U J C /WJ� Lu N N Z 2532 _ _ 2532 E Q O LL J Q T E w0 > o a � 1 7 N O � L, `� L Cq 46' Ld - 00 N J Q VERTICAL CURVE EX. GRADE O � ,Lo 0 06 O 3 K=20.0 AT ��� � Ld c° - - - - _ c~n � aN O - z - - m _ _ _ -0.60% CD U) a_ (D w E O / ��/ NIA \� Z 0 w 10 2528 `� o (oro 00 � - w �� -- - - - - 0.78%- -- - - � � _ � 2528 U o � N N Lo 0 114 / - J Q V) \ Q Q N N � o NO_ > �, N - -� LN 0- cn 0- 0.78% E a -150% PROP. GRADE AT KEY MAP n 2524 1 1 2524 N N N z 3 1 CD CDCD� rl- 0 3 O C3.01 C6.03 r r r U) U U) C W c0 a U C3.02 U) U C6.02 a N S N Q O0 CD q 2520 2520 C6.01 cn (n 2 o CD °° m z � i 0 0co w w C6.00 m W L1J ~ M z z Y LLJU p ~ z IJ `I � 2 U = J `o U a Of W 2 0' g o E 2518 2518 U m m ¢ NORTH SEAL U � I- O N w . 00 00 00 N U ° N N N N N i Lo Ln Ln Lo Ln > N N N N N 5\ONAL Fiy��N o 11 +00 12+00 13+00 14+00 15+00 GRAPHIC SCALE IN FEET Quo �\CENSF� a 0 10 20 40 W 019524 U 2 o N 01 15 2024 o a ti��gTF \OP�o�v 0 9F OF c pA1RICK C U a rn N C) j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR Ui r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE �0 C6.0 N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd l*fM yW dig CONSTRUCTION NOTES NOTES 1 Ci 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. STANDARDS IDIAN 19 1 INSTALL00 OF THE CITY OF MER D AN SU PILEME TALKSPECIFICATIONS. PO D DIEIGHOTN STORM DRAIN NOTES SHALL BE 25'. 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. © INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON SHEET C7.00. Q9 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. z 0 QO INSTALL 18" HALF PERFORATED HDPE STORM DRAIN PIPE PER ACHD BMP 20. LENGTH PER PLAN. 11 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC DETAIL SD-624 AND o ACHD BMP 20. © INSTALL SEEPAGE BED PER ACHD BMP 20. w II II III 0 pp CB 5A �I J�� \ 1 I �� STA: 11+95.29 ® CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD \ \ \ E SHEET G6 4 8 RIM: 2527.56 , -16.00LT SE / INSTALLED 5SUPPLEMENT SPECIFICATIONS H6 FROM AL EENDAND EDGE OF THE BED. OUTSIDE WELL SHALL BE \ \ \ E PC INV OUT: 2523.20 4 13 L INSTALLED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED ON THE a I \ \ MATGHL�N STA: 10+50.00 Q25: 0.65 CFS BCR co o � Q100: 0.77 CFS p OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR \ \ \ PC OFF: 16.00 LTZ / STA: 14+61.07 PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR \ \ \ FL: 2528.43 19 0 `� / \ STA: 10+50.00 _ _ _ _ _ _ _ _ _ _ _ _ 19 _ _ _ _ - OFF: 16.00'LT U _ ADDITIONAL INFORMATION. - - FL: 2529.96- \ \\ OFF: 16.00 RT 1 C � 14 W FL: 2528.43 C6 J W \ \ \ PT 9 28 LF OF 12" / 11 0 � IRRIGATION NOTES L■, 00 STA: 11+10.51 PIPE © 0.50%-CB-5B 11 5�p• \ \ \ \ l0 1��0 OFF: LT STA: 11+95.29, 16.00RT N. GLASSFORD AVENUE 2 W \ \ \ o� \ 0 FL: 2528.07 0 o c� 2+00 RIM: 2527.56 13+00 26 14+00 / W Ql INSTALL 6" SCHEDULE 40 PVC PRESSURE IRRIGATION PIPE. O 00 26 PT m CD m 8 INV IN: 2523.06 2S3 STA: 11+10.51 S INV OUT: 2523.06 �0 z Q2 INSTALL 6" GATE VALVE. z 4 OFF: 16.00'RT-252 Q25: 0.45 CFS 2S \ RIM:2528.45 0` 2g 3 CONNECT TO EXISTING IRRIGATION PIPE. o J Q N PUMP HOUSE IN IN:2522.47 + FL: 2528.07 Q100: 0.53 CFS M \ AND WET WELL 8 INV OUT:2521.97 N ~ 4 INSTALL 6" CAP FOR FUTURE CONNECTION. \ TO BE DESIGNED \ BY OTHERS CHECK:2523.47 2 6 LF OF 12 EX. INV 12" PIPE: 2523.22 1 C - - - - 1 C Q \ 3 INV 6" PIPE: 2523.47 - o - -PIPE © 0.50% - I 4 BCR m S&G-5 ® \ SEEPAGE BED-05 STA: 11+95.29, 24.50RT 4 0� STA: 14+61.07 6 INSTALL 6"x6" TEE. C 10 FINISH GRADE ELEVATION: 14 cn EX. INV 36" PIPE: 2519.57 -r 10 LF //� N OFF: 16.00 RT INV 6" PIPE: 2521.08 3 DIMENSIONS: 20'Wx53'Lx5'D RIM: 2528.17 1 a \ \ 1 OVERALL SYSTEM VOLUME: 2120CF �N 11 INV IN: 2523.03 N F : 2529.96 Q7 INSTALL 12 REINFORCED CONCRETE PIPE 2 7 5 LF PIPE INVERT ELEVATION: 2522.18 12 N INV OUT: 2522.18 \ u) 6 LF 7 TOP OF GRAVEL: 2524.70 wue BAFFLE OUT: 2522.93 -� Q r BOTTOM OF GRAVEL: 2524.70 � 8 INSTALL IRRIGATION BOX WITH WHEEL GATE AND WEIR PER DETAILS 1, 2, AND 3 ON \ BOTTOM OF SAND: 2518.20 43 LF OF 18" 10 1 1 447 LF BAFFLE IN: 2522.43 \ C7.01 AND NMID STANDARDS AND SPECIFICATIONS. ° MAX GROUNDWATER ELEVATION: 2516.70 _ _PIPE © 0.00% _ _ _ _ _ I _ _ _ _ _ _ C) 6 INFILTRATION RATE:8.00 IN/HR I I 10 INSTALL 6" PVC C900 IRRIGATION PIPE. x \ 10 LF OF 18 do 1 5 LF PIPE ® 0.00% 2 I 4 \ 1 I O a a L 3 a m N C N W 7 O O a 2532 N GLASSFORD AVENUE z 2532 Q � J = ° J T CL L J Q Y W 0 r o M + L N -- - - _ - - Z o °N° moo EX. GRADE - - - - - - - - - - - - - -- - - - LL J O Q L _ PROP. GRADE - - - - - - - 3 m � N / - - - - _ _ + 1� AT - - - - - - - - - - - - c� cn A T N - - - LL _ _ 0.90% O m QN W W -0.60% _ 2528 z 3 - - - - 2528 ` J \� - - - - - S21a � - - - - - - U \ - O - a CL CL KEY MAP 0 O O a 2524 2524 C3.01 C6.03 3 N N N O O O z 3 12" SD XING - - - 0 r r r INV: 2523.13 r r r = C3.02 Q W a C6.02 J Q 0 U) C6.01 O a o 0 0 2520 2520 C6.00 � c o J a M I II I 0') w cn 00 0') IIII JJJI l"`IIII m m o c� = w N N N N 0 Z CO O w Ln Ln LO Lf� m W LLJ O') = z N N N } Z N N Z ZLLJ J ¢ 0 11 +00 12+00 13+00 14+00 Q � w o 0 a Y 0 E Z 0 0 0 d O 0 EAL w Q C > s FOSS\ONAL o N GRAPHIC SCALE IN FEET Quo �\GENSFo 0 10 20 40 w 0 19524 1/15/2024 C) a OF M �tiq qTf pATR I C\�0� N � M � O J s j 3 CAUTION: NOTICE TO CONTRACTOR N O s NOT APPROVED FOR N ° THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , CONSTRUCTION m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 1 ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o 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 0 d 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 IRRIGATION NOTES STORM DRAIN NOTES CONSTRUCTION NOTES NOTES Ql INSTALL 6" SCHEDULE 40 PVC PRESSURE IRRIGATION PIPE. Q2 INSTALL HDPE STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. 1C 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 2 INSTALL 6" GATE VALVE. ® INSTALL CATCH BASIN TYPE I PER ACHD DETAIL SD-601. ® 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 3 CONNECT TO EXISTING IRRIGATION PIPE. Q9 INSTALL C-900 STORM DRAIN LINE. LENGTH AND SIZE PER PLAN. 10 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE ACCESS PER ISPWC STD DWG SD-712. CONTRACTOR AT THE CONTRACTOR'S EXPENSE. Q4 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. LENGTH PER PLAN. 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 ACHD BMP 20. TO 6" VERTICAL CURB WITH NO GUTTER. Q9 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 ROADWAY. STD DWG SD-708. 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 13 INSTALL IRRIGATION BOX PER DETAILS 1 AND 3 ON C7.01 AND NMID STANDARDS INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE SHALL BE 25'. STREETLIGHT FIXTURES SHALL BE PHILLIPS o AND SPECIFICATIONS. INVERT AND RIM ELEVATIONS PER PLAN. CONTRACTOR TO 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. a OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION NOTIFY ENGINEER IF EXISTING ELEVATIONS DIFFER FROM THOSE SHOWN ON PLAN. PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET C7.00 FOR PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. w ADDITIONAL INFORMATION. 26 INSTALL ASPHALT PAVEMENT PER ACHD LOCAL STREET SECTION DETAIL ON SHEET C7.00. © TIE INTO EXISTING IMPROVEMENTS. F Q 0 ® INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD SUPPLEMENT TO THE ISPWC STD DWG SD-710B. a / PRC STA: 15+03.51 / / , RIM: 2 50'LT I INV: 2524 / Z STA: 14+67.61 I OFF: 48. 1 13 GIRR INV: 524.96 OFF: 14.50'LT �I FL: 2530.13 / // BCR I CB-4A , 27 'v"P�vx� / FL: 2530.04 / 1 I / / STA: 19+08.64 12 LF A MATCHLINE SEE SHEET C3.01 / / / I STA: 19+52.87, -16.00LT 14 11 Z OFF: 16.00 LT I RIM: 2531.04 PROPOSED / I FL: 2531.43 I INV OUT: 2526.01 8 3 STA: 19+64.03 co IRR. 4 STA: 15+29.51 I I co DESIGNED OFF: 48.50'LT BCR / ECR Q25: 0.17 CFS OFF: 16.00'LT `° N oo FL: 2530.45 STA: 15+71.94 / 4 / Q100: 0.20 CFS 1 I BY OTHERS cn / 4 STA: 18+85.95 cn FL: 2530.94 p 13 LF 1 TJ / u� OFF: 16.00 LT I 1 g g 28 LF OF 12 GRAPHIC SCALE IN FEET O o 13 13 OFF: 16.00 LT cv 00 PIPE © 0.50% I 0 10 20 40 N U II ECR 10 FL: 2531.00 / FL: 2531.63 I I 0 20 Z ooae °;aa °so - - ao°oe° ° 2 STA: 15+03.51 10 � 19 / 19 I 20+00 27 LU - - - - - - - - - - - - - - - T LLI 10 I I OFF: 37.00'LT o � 1 C / o _ 14 FL: 2530.64 N J _ cn / 1 C I 4 STBA:4B19+52.87, 16.00RT KEY MAP co RIM: 2531.04 o LLI x2530.25 2 30.55x PRC / / 1 BCR I I w -A 26 8 INV IN: 2525.85 6 \ I 11 STA: 19+08.64 I I w 28 .o LU BCR I g BCR STA: 15+65.40 / / INV OUT: 2525.85 m 26 // / 18+00 26 OFF: 16.00 RT I 19+00 I o Q25: 0.12 CFS(n STA: 14+61.07 15+00 STA: 15+29;51 _ OFF: 14.50'LT 16+00 N. GLASSFORD AVENUE c 1/7+00CD LU OFF: 16.00 LT OFF: 37.00 LT o FL: 2530.93 °J C3.01 C6.03 N Z FL: 2529.96 � �� m � � �-^' � ��I FL: 2531.43 I ----- � __ I Q100: 0.14 CFS II 1 54 LF FL: 2530.90 N / ECR�I I 4 STA: 19+64.03 J „ STA: 18+86.00 I OFF: 16.00 RT ��� = 2 I 4�-� 8"W 2S`2 8"W 8"W 2S3u $"W 8 W 8 W 8 W OFF: 16.00'RT 8 I" I 27 `� U I I S31 2 / 4 28 \o FL: 2530.94 C3.o2 ososososo�e I I FL: 2532.00 ---- 4 - II -- o, o, 1 2 20 LF OF 12 C6.02 U / ECR cn o I I PIPE 0.38% g - � _ 1 C - STA: 15+71.94- - 1 C - - - o - / - 1 C N -o - - - - o S&G-4 C6.01 c v) OFF: 16.00 RT 14 ® 1 STA: 19+52.87, 40.75RT 10 FL: 2531.00 4 I I RIM: 2531.27 ECR BCR PRC I I / �,, SEEPAGE BED-04 I 11 INV IN: 2525.77 T STA: 14+76.04 FINISH GRADE ELEVATION:2531.60 (n STA: 15+56.98 STA: 15+64.46 ,� / i"� INV OUT: 2524.92 c6.00 Y 5 OFF: 12.00'RT OFF: 12.00'RT OFF: 14.00'RT I - - - - - I / / DIMENSIONS: 15'Wx26'Lx5'D OVERALL SYSTEM VOLUME: 780CF BAFFLE OUT 2525.67 FL: 2530.17 FL: 2530.90 FL: 2530.93 PIPE INVERT ELEVATION: 2524.92 12 I BAFFLE IN: 2525.07 BCR PRC I I l l TOP OF GRAVEL: 2527.44 STA: 14+61.07 I N BOTTOM OF GRAVEL: 2522.44 s STA: 14+68.55 _ _ _ , / / 5 LF OF 18" 3 - - -OFF: 16.00 RT OFF: 14.00'RT - - - - - � / - - BOTTOM OF SAND: 2520.94 - - 2 FL: 2529.96 MAX GROUNDWATER ELEVATION: 2518.60 PIPE ® 0.00- FL: 2530.07 1 447 LF 25 LF INFILTRATION RATE:1.80 IN/HR c 1 / / / 10 GIRR INV: 2525.47 91 1 P- np- 1 R'• SEE NMID FOR DETAILS 06 rWI� z v U O OQ -__- U / -__ _ �� 0 m w J J = T U_ J Q Y co N � o W O O O LO N p - N (0 00 f ) 0 v7 � r7 00 N Z CN pe' � w OQ J _ ON 3 c° m PROP. GRADE - - 1 I rn (� O W U 2532 Ln AT - - - - - - - - - - 1 I aN 2532 z � 0 W m QN .90� - - _ _ - - - - - - - 11 0.89�- - - - c~n � U I-__ +0 - _ CD cn � - - - - - - - I I - - - - - - - - - - - - - CL_ - - - - - - _ - - - - - - i EX. GRADE - _ - - - - - - AT I END OF IMPROVEMENTS. TIE INTO EXISTING GRADE FROM AVIATOR SPRINGS SUBDIVISION 2528 2528 3 N N N O O O U s r r r = rn U) 12" SD XING w Q a INV: 2525.92 v a U) U 36" RCP IRR XING o INV: 2525.12 2524 2524 /Q /Q o w T O O O V/ V/ O _j a Q 6) Z m m � x w m p p c� U w LLJ W U O') z z z uJ y Q o Y w PROPOSED 8" SSWR XING o v p 0 0 a U SEAL 'w Q C > s SS\ONAL fNG 2520 2520 oF� 0 w m Ln LO Ln 19524 g N N N N N NCD 01/15/20240 15+00 16+00 17+00 18+00 19+00 20+00 /��iy�gTf OF Q M � pATR I C� O O J s j 3 CAUTION: NOTICE TO CONTRACTOR N U s NOT APPROVED FOR N ° THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , CONSTRUCTION m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 1 ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o 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 0 d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below. C6.03 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 MERIDIAN STANDARDS. 2. CONTRACTOR TO PROTECT IN PLACE,DURING DEMOLITION AND CONSTRUCTION,ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. El INSTALL 8"X 8" X 8"TEE. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE 0 CONNECT TO EXISTING 8"WATER MAIN PER ISPWC STANDARDS AND SPECS. CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 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. 14 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD DWG W13. 21 WATER LINE/IRRIGATION LINE CROSSING. CONTRACTOR TO MAINTAIN MINIMUM 1.5' OF VERTICAL SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE z BEND AND IS SET A MINIMUM OF 1O' CLEAR OF OUTSIDE OF CROSSING PIPE. LD ® INSTALL WATER PIPE SLEEVE PER CITY OF MERIDIAN STD DWG SW1, SW2, AND W 15-A. w 0 w a 0 a I f / �■■� 00 00 00 I 00 N I I W O -HO HO X HO —HO HO HO HO— z (.0 = z N -IRR— IR IRR IRF IRR IRR IR IRR V ~ f EXISTING ATER iMAIN I I ~ N o co 22 w N. GLASSFORD AVENUE 37 LF OF 8" PVC 1 c o 11400 I 12�00 13+00 W 14+00 1 +00 m I I I w £ 9 128 LF OF 8" PVC 1 I LV I �1�230 LF OF 8" PVC 5 4 LF OF 8 PVC 1 - - - - - - 8.9W 8»W 8.9W 8"W 8"W 8"W 8"W 8"W — w-CD C:7 0 21 Z_ ui I I 1 38 LF OF 8" PVC o 12 = � �� ;evoa I=I I U O — — — — — — — — — V Q o ui + — U I C \ r .0 , I r ° E .Ei l 14/Y I _' C I c I t0 'o s 3 a m s U J C /WJ. w N N U N O 2532 2532 M Q = LL J Q w0 > o T � � 7^ .NO s � J OQ C OIL � o \\ O w W U 0 2528 \ 2528 J U N Y PROP. GRADE @ ROAD -b i ° \ — KEY MAP i z C5.01 C6.12 aLu > I N N N 3 2524 0 0 EX. GRADE 1 2524 CD CD CD 3 230 LF pF U @ ROAD h 1 i i i 00 r r r ui ° 8, C900 p/PE z 1 c5.02 r r r U) U 90 1 J Q c> I 1 C6.11 12" SD XING .15 1 3 LF OF 8" C900 PIPE INV: 2521 1 _ = O � N 128 LF OF 8"LL C900 PIPE C6.10 O 0 0 CD o ° 2520 11 36" RCP IRR XING 2520 U) U) 2 0 INV: 2518.77 w 1 � } 0 00 z m w uJ= : 1 1 �- z z wo Q z N o 1 o U _ < o p \ O Q U) W O Q o E C) \ I U p 0 10 U d m Q _ 24" C900 - SEAL w co IRR XING I 00 00 = �- INV: 2518.67 r i .= O 1 > J J SS\ONAL o 40 LF OF 8" C900 PIPE GRAPHIC SCALE IN FEET Quo ��CENSF� a 2516 2516 0 10 20 40 UJ °' `o 00 19524 o Ln Ln Ln Ln 01/15/20240 c N N N N /�tiF9TF OF c °' 0 11 +00 12+00 13+00 14+00 PA1RIDK C U a rn M C) j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o U m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE �0 C6. O N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd l*fM yW 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. WATER NOTES Lij I W s Q -%' _., �1 INSTALL 8 PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF 7- kL---�) ' ,h� ` MERIDIAN STANDARDS. �2 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. 3 �3 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STD DWG W8 &W9. Z 0 or I j �5 INSTALL 8"x 8" x 8"TEE. ❑ J ❑ w a INSTALL 8"WATER LINE BEND WITH THRUST BLOCK CITY OF MERIDIAN STANDARDS. i \ L ANGLE PER PLAN. MATCHLINE SEE SHEET C5.02 ® INSTALL 8"x 8" x 6"TEE. w a 14 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD DWG W13. o / 21 WATER LINE/IRRIGATION LINE CROSSING. CONTRACTOR TO MAINTAIN MINIMUM 1.5' a ®® r 2 OF VERTICAL SEPARATION PER IDEA STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE 00 -1-1coBEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. k--E]91 LF OF 8" PVC o W. ENDEAVOR STREET co + 11+00 0 12+00 o U 13+00 14+00 co 1co 165 LF OF 8" PVC "' m 00 45° 7 8„W 8„W 8„W 5 0 19 LF OF 8" PVC 1 3 LF OF 8" PVC Z � 1 45 — 2 33 LF OF 6" PVC ® co !� co ��. 1 38 LF OF 8 PVC $ / IRR IRR JRR Inn— IRR IRR IRR IRR IR `® � ° 37 LF OF 8" PVC 1 �R 3 cli 21 — — -- - - - - - 14— .) MATCHLINE SEE SHEET C6.10 W 7 -- IF'll IRR IRR IRR IRR IRR IRR IRR IRR IRR I�----- o ui i YE I I X X X X — X X — X X O Y 'o s 3 a m s U J C /WJ. N W c0 r\ N z V 2532 2532 M Q LL J Q w0 > o N — ZN EX. GRADE LlJ O Q ° @ ROAD C � - 3 i— __ _ O OL o 3 - - - - - - _ /� `v 2528 — — — 2528 J Y � U t0 2 / E / KEY MAP / PROP. GRADE / @ ROAD T) of Z C5.01 C6.12 Of 2524 1 � 2524 N N N z CDCD CD 3 T C5.02 F Cg00 PIPE Q Q e 165 L C6.11 U r^ U V � > D_ �� OF $ C6.10 Q Q O0 CD o o 2520 19 2520 U U) O o } 0 C W N m } cl J Lu co ILLI Z Z Y Lu U p ~ Z 3: 2 U = J `o Q o E 2518 2518 0 0 C) 0- m < � o N SEAL W � � ,� 00 NORTH w O Ln Ln Ln Ln Ln � Q > N N N N N SS ONAL o 11 +00 12+00 13+00 14+00 15+00 GRAPHIC SCALE IN FEET Quo ��CENSF� 2 a 0 10 20 40 W 0 U 19524 o N 01 15 2024 o a ti��gTF OF 0 9F c I)A1RICK C U a rn M O) j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR Ui r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE �0 C6. N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd l*fM yW dig 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 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 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED MERIDIAN STANDARDS. DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STD DWG W8 &W9. CONTRACTOR AT THE CONTRACTOR'S EXPENSE. Fil El INSTALL 8"WATER LINE BEND WITH THRUST BLOCK CITY OF MERIDIAN STANDARDS. ANGLE PER PLAN. ® INSTALL 8"x 8" x 6" TEE. 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF VERTICAL SEPARATION PER IDEQ STANDARDS. 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS Z NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A LD MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. a 19 CONNECT TO FUTURE EXISTING 8"WATER MAIN PER ISPWC STANDARDS AND U) SPECS. LOCATION PER AVIATOR SPRINGS CONSTRUCTION DRAWINGS. o CONTRACTOR TO CUT BACK WATER LINE AND PATCH PAVEMENT AS NECCESSARY TO CONNECT TO EXISTING WATER LINE AND ENSURE ALL SEPARATION REQUIREMENTS ARE MET. w 21 WATER LINE/IRRIGATION LINE CROSSING. CONTRACTOR TO MAINTAIN MINIMUM 1.5' a 0 OF VERTICAL 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. a © INSTALL WATER PIPE SLEEVE PER CITY OF MERIDIAN STD DWG SW1, SW2, AND W 15-A. ® INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. Lo cco o N N r O o MATCHLINE SEE SHEET C6.11 1 Z Za) °° Ln ply, o co 1 79 LF OF 8" PVC - - - - - — —� — — - - - - - - - - - - - - — - - - - - - - - - - — � 2 +gyp , cn co o 4 LF OF 8" PVC 1 22 23 — N 19 �n 39 LF OF 8" PVC 1 I W' cn I 7 45° I w `'' �W� --' 0 15+00 10LFOF8" PVC c?16+00 N. GLASSFORD AVENUE 17+00 18+00 1 19 p0 1 1 I I — ° „ 11.25 7 ■ 7 45 1 183 LF OF 8 PVC 1 208 LF OF 8 PVC 1 5 LF OF 8" PVC o " I I _ o y 9, „ „ ff ICI 8W 8W 8W 8W $ W 8W 8W 8W 81W I 12 110LFOF8" PVC 8 11 N 1 21 lil 1 E t 22 LF OF 6" PVC 2 1 � 0 1 — o � �— 3 , I � I pm I 06 W c — — — — — — — — — — — — — — — — I — — — — z .—. QO M J 2 LL J Q T N GLASSFORD AVENUE 2536 N LLLI C J Q Q 3 OOL � 0 0 LLJ UJI — _ 0 N PROP. GRADE 2532 @ ROADKEY MAP a — o n I - - - — — — - - - - - EX. GRADE I I - - -- @ ROAD T) 1 I � w z 0 0 I I C5.01 C6.12 \ > PROP. TEMP. w U BLOWOFF VALVE > It CONNECT TO U p EX. 8" C900 PIPE o 0 o z L I MATCH EXISTING 3 I I INV: 2525.92 0 r r r T 2528 1 0 C5.02 U U) C N 208 LF OF 8" C900 PIPE J U 183 LF OF 8" C900 PIPE C6.11 Q 39 LF OF 8„ cn ^ U C900 PIPE V � n L LL > o ° 12" PVC SD XING C6.10 Q Q O p 9 10INV: 2525.92 I J LI U) U) 2 CD 4 LF OF 8" C900 PIPE } o m z 0) Lu 2524 36" RCP IRR XING 5 LF OF 8Lu " C900 PIPE z zz w o = Q INV: 2525.12 Q 7 2 w O Q o 0 0 10 U m ¢ � SEAL .. w N 8" SS = < a L INV: 2522.23 10 LF OF 8" C900 PIPE > s ASS\ONAL fiy�i o GRAPHIC SCALE IN FEET Q�o`� ��CENSF� a 2521 0 10 20 40 o19524 m U M o N 01 15 20240 U CIA cal cal �y qTF OF c °' ° 17+00 18+00 19+00 pA1RICK�� C U a o j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o U r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE �0 C6. N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd l*fM YW 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. 56561C CONSTRUCTION NOTES STA: 11+08.0133 OFF: 35.64'LT 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT / SHALL BE 25'. STREETLIGHT FIXTURES SHALL BE PHILLIPS / RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. I STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION - - - - - - - - - - � -- - PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. HO Ho © INSTALL STREETLIGHT WITH DAVIT POLE PER CITY OF MERIDIAN STANDARDS AND Z O : ° 9e I DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE a I IRR IRR IRR- -IRR -IRRI - > I HEIGHT SHALL BE 30'. STREETLIGHT FIXTURES SHALL BE PHILLIPS Of RFS-108W32LED4k-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. U) ui STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2, LIGHT POLE Cn I I W I PER STANDARD DRAWING T4, AND LOCATION PER STANDARD DRAWING T8. I 11400 12400 N. GLASSFORD AVENUE 13+00 14+100 m I STREETLIGHT NAME PER PLAN. C7 I I I �� \ off \ �I W I W I m 56562C I W I KEY MAP . I mo- - - - - - - 8W 8W 8W� STA: 12+46.0119 �8„W -8„ 56563C U) W 8V11 OD S TA: 14+41.4119 W I OFF: 22.50'RT I Z � OFF: 22.50 RT J I I I a = � I o C6 21 F i I I C6.21 co 00 GRAPHIC SCALE IN FEET N 0 10 20 40 N I C6.20 O o N C6.20 a� N O 00 M lid W N in O W o o I LIGHTING NOTES: N W ; 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL - SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. cn 0 O .� 72. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO • Q - O STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS: //CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ C • ...i ui ' � ' TO OPEN A PERMIT AND REQUEST INSPECTIONS. o ui U = 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE ❑ ❑ J ❑ ❑ REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED ❑ ❑ E WIRING. 0 ❑ Q 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM Y - - - FIRE HYDRANTS AND 2'MIN FROM WATER METERS. Y 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 WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. o N 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) ®® r �� 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS - - - - - - - o - - - - - - - - - - - - - - - - - - LOCKED METER PEDESTALS. Z W W j 7. ALL STREETLIGHTS AND STREETLIGHT AMENITIES (METERS, CONDUIT, JUNCTION Ur -- W BOXES, ETC.) NEED TO BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY PER O 56564C 56565C 2 CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. Q 19 STA: 13+91.40 U) J = 0 o 19 STA: 12+21.87 W W. ENDEAVORSTREET OFF: 19.50LT - - - - - - - - - - - W_ _ - - -OFF: 19.50 LT - Q Y 10+00 - - - - - �� - - - �1�O.D- - - - - - - - - - - - - - - - - - - - - -o � - �2+-0� -0 � - - - - -- - - - - - - - -1�+�(� - - - - - - - - - rt4�0-0- - - TO�QD W � N W z 89W 8„W_ 89W z J 00 p Q C � 0 W E o0 i = U \ Y O J U \ - o- MATCHLINE SEE ABOVE W NORTH ° I I GRAPHIC SCALE IN FEET _ ® 0 10 20 40 3 0 0 o z U N N N 3 I O r r r T o X X X X X X r r r rT- /� V) U W 0 J Q a U n U) U U '^ N v N 0 r LL C < < O Cn VJ d a O C O O O C m M} Z cy) W J LU m 0 ~ co LLI Z Z Y LLJU p ~ Z 3: 2 U = J `o U a W 2 Q o E 0 10 U d co Q SEAL U W N Q C > S�ONAL o QUO ��CENSF� w 019524 U o N 01 15 2024 o a ti��gTF o qF OF c PA1RICK C U a rn � o j 3 CAUTION: NOTICE TO CONTRACTOR 04 NOT APPROVED FOR o U m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 0 Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE belowC6.20 N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Whaft UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd 1*fM yW 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 `SEE SHEET [ MA.�GN�1NE \ 19 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION \ o 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. POLE HEIGHT o \ SHALL BE 25'. STREETLIGHT FIXTURES SHALL BE PHILLIPS \ \ _ _ ® _ RFS-108W32LED4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR OR APPROVED EQUIVALENT. \ — — — — o — — — — — — — — — — — — — — — — — — STREETLIGHT BASE PER CITY OF MERIDIAN STANDARD DRAWING T2 AND LOCATION o 1 00 - PER CITY OF MERIDIAN STANDARD DRAWING T8. STREETLIGHT NAME PER PLAN. � A \ U) 56566C 56567C CID [ o STA: 11+62.76 19 STA: 13+61.16 19 d, � >>+0 OFF: � W LIGHTING NOTES: 0 2+00 13+00 OFF: 14+00 W 1: � N \ 0 0 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH U) THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL w \ ' m W SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. o N. GLASSFORD AVENUE z 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO cs J STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT +\ = HTTPS: //CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ r'1 TO OPEN A PERMIT AND REQUEST INSPECTIONS. a 1 Q 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE T - - - - - - - - - - - - - - - - REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED \ WIRING. 1 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM 1 Z FIRE HYDRANTS AND 2'MIN FROM WATER METERS. O 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A \ �= REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING co 1 ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC4 N 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 o \ 0 10 20 40 LOCKED METER PEDESTALS. = Z 1 7. ALL STREETLIGHTS AND STREETLIGHT AMENITIES (METERS, CONDUIT, JUNCTION ~ 1 BOXES, ETC.) NEED TO BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY PER co 1 CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. co \ o 0 m o N U) cn I 1 \ o o I \ 1 N L�LIL .1 STA: 19+40.33 I 56570C 1 \ Z E o OFF: 19.46'LT 19 T cl N W O O i C \ o W U' � ' 1\ GRAPHIC SCALE IN FEET 3 - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - 0 10 20 40 1 o 1 m 00 -1 \ 1 0000_ W -- 56568C 56569C i w \ w o LL] I -STA: 15+59.63 STA-: 17+55.8419 �I i o9 � 1 \I O 19 N. GLASSFORD AVENUE 17+0015+00 OFF: . � 16+00 m OFF: 19.50 LT 18+0000 o � - L�z JQ I YJ �� » » » �� �� �� „ I 1 KEY MAP �� > _ —8W 8W 8W— � W 8W 8W 8W 8IW .2 U — I — .. � z 0 Q Q C6.21 V�I� — — — — — — — — — — — — — — Npoo0 E I m ch W C6.21 = U Y 1 1 I I \ / 1 — C6.20 E 1 1 \ I C6.20 u a 3 O O O U N N N 3 T r^ U) U W C N W , J a Q U U) U LL U N N r OO U) VJ d a CDC O Z VJ W LU J Lu 00 CO ~ LLI Z Z Y LLJU p ~ Z 3: 2 U = J `o Q o E 0 10 U d C° Q SEAL U W ) Q C > SS\ONAL o QUO �\CENSF'o w 019524 U 2 o N 01 15 2024 o a ti��gTF OF o qF c pA1RICK C U a rn ,n g j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR 04 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE [ow ��V`.� N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd I*fm ym 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 p DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE N / CONTRACTOR AT THE CONTRACTOR'S EXPENSE. tl STRIPING AND SIGNAGE NOTES N �1 INSTALL 30"X30" STOP SIGN PER MUTCD R1-1 AND ACHD STD DWG TS-1114. INSTALL 24"WIDE PAINTED STOP BAR PER ISPWC ACHD SUPPLEMENT AND ACHD / TS-1112. — I 1 4 0 3: �3 PAINT 4"YELLOW DASHED CENTER PER ACHD STD DWG TS-1112. — — — / z T O \ / I eee,ogoeP,ea900a• ® INSTALL "RIGHT TURN ONLY" SIGN PER MUTCD R3-5R. a I U) ui C I J o I1 2 N. GLASSFORD AVENUE 00 11 00 12 00 13+00 0 � 0 u 14+00 W �,� \ r-) I W— a m 3 _ — — — — — — — KEY MAP 8N 8„W� 8„W 8"W ,8„W` _BrrW W .� O I z I D I J I � I I z a eee: I ------- U I I 0 C6.21 I ee as e=s :ce e: � cf� I C6.21 LO 00 co GRAPHIC SCALE IN FEET 0 10 20 40 O N N I - - - - c6.20 CO 0 tl I C6.20 a� N O 00 M lid W N n O �\ m W o o N L�j Fro A go I a I ^ O C I L`JL C) ui ■ �� N c ED 0 0 J 0 o Q13 a T N O 1 r Y T■ [ 1 2 s o N " ®® V) Ot CO/ 2 U� W 00 F— LLJ N Q 9Se"Beve9 E o W. ENDEAVOR STREET ui C7 O J Q E 10+00 O 11+00 12+00 _ 13+00 14+00 10+00 W W US 8„W 8„W— 8„W 3 3 z z I J Q QQ C o W z 1 C � � W u E — — — — —0^^ 0 / l /n U \ V i O U y O G U \ 2 D_ \yl I W NORTH GRAPHIC SCALE IN FEET 0 10 20 40 3 CD CD N N CD s MATCHLINE SEE ABOVE O 3 T r1r^^ VJ U VJ ui 0 J Q a U n U) U r^ U V N D_ N Q L LL O C �/� �/� O O U) p O C W N m } J LU m 0 LLI z z Y U p ~ LLJ Z 3: 2 U = J `o Q o e 0 10 U d co Q SEAL U W N Q C ONAL o QUO ��CENSF� w 019524 U o N 01 15 2024 o a ti��gTF o qF 3F c PA1RICK C U a rn ,n g j 3 CAUTION: NOTICE TO CONTRACTOR NOT APPROVED FOR o U r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION i m_ g UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE belowC6.30 N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Whaft UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd 1*fM yW 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. II II II II II II II � � II II II II II SHEET G6 STRIPING AND SIGNAGE NOTES E .�GN�1NE SE ❑� INSTALL 30"X30" STOP SIGN PER MUTCD R1-1 AND ACHD STD DWG TS-1114. cn �2 INSTALL 24"WIDE PAINTED STOP BAR PER ISPWC ACHD SUPPLEMENT AND ACHD ` ® � - - - - - - — — - - - - - - - - - - - - - - - - - - > — TS-1112. Z cn J Q a PAINT 4"YELLOW DASHED CENTER PER ACHD STD DWG TS-1112. a w [ U) \ _+ coo LLJ o >>+00 2+00 oN \ o U 13+00 14+00 w 1 m -,,6 '�'- i — — 1 — — 1 — i — (n W m w N. GLASSFORD AVENUE z J \ + 2 N U a --------------- Q cn \ 0 Lo 00 00 Z O O N CO O N GRAPHIC SCALE IN FEET o 0 10 20 40 Z N O co co co in O m O N U) E ,:, L-- L L L (6 U 0 O L--iLILILILI L--L�LILILJ =j LILILIL-1 =j 0p. E � I —te a o ° 2 cn Y r � un s i W ' GRAPHIC SCALE IN FEET 3 � �. a � - - - - � 0 10 20 40 0 O C6J m Q W W LLJ � oLLJ LL CDQ oo O 15+00 16+00 N. -0 z w — — — — — — — �; � — — ;� — — —I I Q J 2 T z �, m I Q J Q E J 3 3 I KEY MAP N \ Q y If ff ff ff /f /f ff ff _ —s W 8 W 8 W� W 8 W 8 W 8 W 8 IW N.. �n o .. N e.....e.B. Q I '0 z z Q �� o I / Q CC —� — — — — — — — — C6.21 G 0 o I z W cn W 0 E 0 C6.21 U ° Q " I I C6.20 a 0 n E 0 C6.20 0 a 3 O O O U N N N 3 T r^ U) U U) C N W , J a Q U U) U r^ U V N D_ N Q L LL O CO U��//) U��//) O O O C W N m } cl J w m Z Z Y LLJ U p ~ Z 2 U = J `o Q o E 0 10 U d C° Q SEAL U W N Q C > SS\ONAL o QUO �\CENSF'o19524 w m 0 U 2 o N 01 15 2024 o a ti��gTF OF o qF c pA1RICK C U a rn � o j 3 CAUTION: NOTICE TO CONTRACTOR Ui NOT APPROVED FOR r THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION iz: m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ¢ Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE �0 C6.3 N o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd l*fM YW dig 47' R/W 8' PLANTER 13' S/W 16.5' 1 16.5' EASEMENT B/C B/C I � I NO TREES OR SHRUBS OVER SEEPAGE BED 13' 13' NATIVE BACKFILL 2� 1 0' S/W PLACED AND COMPACTED PER GEOTECHNICAL REPORT S/W WIDTH PER PLAN �2' J 7CH 2� 2�------------------------ INLET FROM SAND AND 18"SOLID WALL HDPE PIPE 18"HDPE PIPE(TOP HALF OF PIPE TO BE PERFORATED)GREASE TRAP INVERT PER PL N ----------------------INVERT PER PLAN----------------------- ZMONITORING WELL P Z EMBEDMENTPER 5' MIN• DETAIL ON THIS SHEET CONCRETE SIDEWALK CONCRETE SIDEWALK o . VEMENT SECTION PERPER ACHD SUPPLEMENT w PER ACHD SUPPLEMENT TO ISPWC SD-709ISPWC STANDARDS "AD LOCAL ROAD PAVEMENT a TO ISPWC SD-709 SECTION DETAIL BELOW. STORMTECH DETENTION SYSTEM = " U IMPERMEABLE THERMOPLASTIC ANGULAR'4.'-2" PROP. 6" VERTICAL CURB W LINER TO LINE SPECIFIED 4 w _ 2�_ PROP. 6" VERTICAL CURB & & GUTTER PER ACHD SEEPAGE BED SIDES o GUTTER PER ACHD SUPPLEMENT GROUNDWATER NOTES: TO ISPWC SD-701 SUPPLEMENT TO ISPWC SD-701 1. CONTRACTOR SHALL NOTIFY THE ENGINEER W IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ACHD LOCAL ROADS TYPICAL SECTION WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS ASTM C33 FILTER SAND 7' 7' N.T.S. HIGHER THAN ANTICIPATED. Z_ " 2. GROUND WATER ELEVATIONS BASED ON TEST PIT PROP' 8 10' MIN. N. GLASSFORD AVENUE (SOUTH PORTION AND NORTH TO STA: 15+71.94) a DATA GATHERED BY ATLAS TECHNICAL SEWER PROP. 8 CONSULTANTS,LLC,IN REPORTS NO.B220953G W. ENDEAVOR STREET (MAY 23,2002)AND B231194G(SEPT.5,2023). WATER 3. SEE PLAN AND PROFILE SHEETS FOR HIGH GROUND SEEPAGE BED PROFILE VIEW WATER ELEVATIONS. QHIGH GROUND WATER SEEPAGE BED NOTES: ALLEYS " G" " L" 47' R/W 1. DESIGN INFILTRATION RATE:BETWEEN 1.44 AND 8.00 LENGTH PER PLAN IN/HR BASED ON INFILTRATION TESTING BY ATLAS TYPICAL SECTION- 2. 8' GEOTECHNICAL ENGINEERS,REPORT NO.B231194G. PLANTER ACHD STAFF MUST VERIFY THE INFILTRATION RATE N.T.S. GO AFTER THE FACILITY IS FULLY EXCAVATED. N 8' S/W N STORMTECH DETENTION SYSTEM SEEPAGE BED AREA 16.5' 16.5' O IMPERMEABLE THERMOPLASTIC EASEMENT B/C B/C N LINER TO LINE SPECIFIED Z �_ SEEPAGE BED SIDES 5' J I o Z m INLET FROM SAND AND 18"SOLID WALL HDPE PIPE 18"TOP HALF PERFORATED HDPE PIPE S/W o SP-3, 0.5 MIX, r5W WIDTH PER PLAN 2' mGREASE TRAP INVERT PER PLAN INVERT PER PLAN " , ,------------------------------------------------------- 2 M 0 0 PG 58-28 o 4.0" MIN OF 2.0% 2.090 0 0.75" ABC �� �� N SEEPAGE BED AREA MONITORING WELL DO 5' MONITORING WELL PER DETAIL ON PER DETAIL ON 14.011 OF 6.0" CONCRETE SIDEWALK CONCRETE SIDEWALK THIS SHEET THIS SHEET MINUS PIT RUN PROP. PAVEMENT SECTION PER PER ACHD SUPPLEMENT U) N 50 PER ACHD SUPPLEMENT "ACHD LOCAL ROAD PAVEMENT TO ISPWC SD-709 ) TO ISPWC SD-709 " VERTICAL CURB SEEPAGE BED PLAN VIEW ' PROP. 6" VERTICAL CURB & SECTION" DETAIL BELOW. PROP. 6 - GUTTER PER ACHD SUPPLEMENT & GUTTER PER ACHD NOTE: TO ISPWC SD-701 SUPPLEMENT TO ISPWC o 0 1. PAVEMENT SECTION PER ACHD RECOMMENDED SD-701 STANDARDS. ACHD LOCAL ROADS TYPICAL SECT ON ACHD LOCAL ROAD PAVEMENT SECTION N.T.S. N. GLASSFORD AVENUE (STA: 15+71.94 TO 19+64.03) o t0 3 SEEPAGE BED DETAIL SCALE: NTS 2 STREET SECTIONS SCALE: NTS a m LEGEND WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER s 2 OR 3 BOLT LID WITH 9/16"HEAD AND SAE THREADS, CASKETED FINISH GRADE 3 CONCRETE(COLLAR), CLASS 3000 (ISPWC SECTION 703) uj z 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3"ON CENTER uj TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED,SINGLE- y CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6"DIAMETER COILS O" PIPE SHALL BE PERFORATED PVC,ASTM D-3035, SDR 35. WELLS EACKFILLED IN A PIT REQUIRE 6" O PIPE. DRILLED WELLS MAY USE 4"PIPE /� NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK < m a { POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LES/CY 2.5" ASPHALT CONCRETE J O' BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. _ ` NV .,.�. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES ACCESS AISLE 4" AGGREGATE BASE J 0 E ' NOTES:. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR 2" rJ (STD. ACCESSIBLE) PLAN CONCRETE COLLAR 2" 8' (VAN ACCESSIBLE) J Y F STORM DRAINAGE FACILITIES U N.T.S. 2.THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR 6Y EXCAVATED PITS #3 BARS 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 1 0 4 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION N O s 4" g g' g' g g' STANDARD 90' 12 (TYP) (TYP) ACCESSIBLE SPACE P.C.CONC. ° , _ 11 AGGREGATE SUBBASE 0O a e _ 6'-0„ ° Q G NVA 3 W SECTION CONCRETE COLLAR LONGITUDINAL SECTION //%//%\//%//%//%\//%////%//%//%\//%//%//%//%//%\//%//�///\\//�//%\/%//% W uj N.T.S. \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ w ALL CONCRETED SING STEEL 5 HALL BE CLASS "A" 18"L LONG TYP.IN CC w ( ) PROPERLY PREPARED NATURAL U G s SUBGRADE SOILS AND/OR STRUCTURAL CC SITE GRADING FILL EXTENDING TO G 6'-0" PROPERLY PREPARED NATURAL a SUBGRADE SOILS B" 3/4"4 HOLE 3/4"0 HOLE RESIDENTIAL ROAD SECTION o SECTION w N.T.S. 4" TRAFFIC YELLOW r STRIPING OR COLOR AS SPECIFIED BY LOCAL 4" TRAFFIC YELLOW CODES. `o. ton ACHD REVISION 2017 ACHD REVISION in PERIMETER STRIPING OR It COLOR AS SPECIFIED BY N N CN z 3 oR"PUB is WOR s GROUNDWATER oR"PUB is WOR s GROUNDWATER 3" ASPHALT CONCRETE o 0 0 STANDARD DRAWING STANDARD DRAWING LOCAL CODE. CONSTRUCTION OBSERVATION WELL SD-627 CONSTRUCTION OBSERVATION WELL SD-627 4" CONTRACTOR TO REFER 3 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF Z PLAN 6" AGGREGATE BASE O #3 BAR TO ARCHITECTURAL SITE _ SHOWING DIMENSIONS PLAN FOR SIGN 3 GROUND WATER OBSERVATION WELL DETAIL SCALE: NTS if 2" 7 4" LOCATIONS. w Q 0 J Q P.C.CONC. ° a 12" 6" �o" TypICAL) 12 14" AGGREGATE SUBBASE coO a U ° RESERVED CROSS SECTION END VIEW o o PARKING SHOWING STEEL SHOWING DIMENSIONS 5' , /\y\\;\\;\\i\\;\\;\\;\y\\;\\;\\;\y\y\\;\\;\\;\\;\\;\\;\\;\\;\\ 2 2 O Q Q w o 0 o 18" ® \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O F CD c m PROPERLY PREPARED NATURAL m ° com w :y 6.5 SUBGRADE SOILS AND/OR STRUCTURAL m o U) E ACCESSIBLE PARKING SYMBOL SITE GRADING FILL EXTENDING TO Z Y w o a z . VAN LOCATE AT EDGE OF PARKING SPACE PROPERLY PREPARED NATURAL LIJ Y a CCESSIBLT6- U 0 a o AT STALLS DESIGNATED AS VAN PARKING UNLESS ACCOMPANIED BY"VAN" SUBGRADE SOILS o o U LETTERING y 12 COLLECTOR ROAD SECTIONLL SEAL U w BLUE LEGEND ON WHITE BACKGROUND NOTES: s (R7-8) (R7-8A) 1. SEE SITE PLAN FOR TOTAL LAYOUT. S\ONAL F 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. OS CENS 0 NOTE: HANDICAP 3. 8'ACCESS AISLE SHALL BE PLACED ON THE PASSENGER SIDE OF A VAN ACCESSIBLE SPACE. NOTE: Q� a SIGN TO BE MOUNTED TO THE BUILDING. 4. ALL DIMENSIONS ARE TO CENTER LINE OF STRIPE UNLESS OTHERWISE INDICATED. 1. PAVEMENT SECTIONS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. - w m REFERENCE THE ARCHITECTURAL PLANS PARKING CONTRACTOR TO VERIFY INFORMATION SHOWN HERE MATCHES THE CORRECT �19524 FOR ATTACHMENT DETAILS. SIGN GEOTECHNICAL REPORT. 01/15/2024 CD o a /may �qrF \OPT �v S O cn a- M o 4 SIGNAGE DETAIL SCALE: NTS 5 WHEEL STOP DETAIL SCALE: NTS 6 ACCESSIBLE PARKING STRIPING DETAIL SCALE: NTS 7 CL PRIVATE STREET PAVEMENT SECTIONS SCALE: NTS qF pATRICK��� �� O ri '3 CAUTION: NOTICE TO CONTRACTOR N v s NOT APPROVED FOR CD THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING CONSTRUCTION I� m_ UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET 01. 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 C7.00 0 a- � UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 11i1haft below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CW1twom yw(jig, 1 o PULL HANDLE INSTALL WATERMAN LOCATJON TO BE ON C-10 HEADGATE OR ACCESS ROAD SIDE OF APPROVED EQUAL BOX OUTSIDE BOX 8"� 8" IRRIGATION BOX LID SEE DETAIL 5# EXPANDED METAL TOP, 12" DIMENSION - 2" REINFORCE WITH CROSS BARS TO MEET PIONEER z ° z FINISHED GRADE o IRRIGATION DISTRICT � a EXPANDED METAL � „ STANDARD SECTION 1270 UP BOLTS ON ALL ° 12 4 CORNERS 0 x j 6" MIN rrl o FINISHED GRADE a #4 REBAR 16" ON m o z CENTER BOTH w z o a ----- ----- 6" VARIES 6" WAYS W CHECK WALL OR FLOW m FLOW MIN MIN ° � o o BOARDS AS CHECK NOTCHES ° o REQUIRED �' 6" MIN. N z O z ° 2 3 0.D. U EPDXY EYEBOLT-1PULL HANDLE DETAIL a EMBEDDED 3" MIN. (4) 3/8"0 EPDXY ANCHOR FOR LOCKING PROVIDE BOLT 4" LONG WITH 3" 2" LONG x I" WJDE MINIMUM EMBEDMENT AT w OPENING EACH CORNER OF 1 3 0.D. o OUTSIDE BOX � PORTION OF LID. / DIMENSION NOTE: THE BOX OUTSIDE PIPE O.D. + 2' MIN. a DIMENSION SHALL BE 4'x4' FOR 1 318"X4"X5' LINES THAT ARE 12" OR LESS o NYLON LOCK NUT SQUARE U BOLT AND SHALL BE 6'4"x6'4" FOR W/ METAL STRAP LINES THAT ARE 36". �■■ GRAVITY IRRIGATION BOX DETAIL SCALE: NTS 2 TYP. WEIR STRUCTURE DETAIL SCALE: NTS 3 TYP. IRRIGATION BOX LID DETAIL SCALE: NTS i■. Z■. 00 00 00 N 0 (7) 00 O mrN_ O z - H N O 00 M W N N O m O N f U) O L ti >a c O m U O N N C O 2 T N Y O _a d m C) L 3 a m N U 1 1 1 N 1 1 1 N N V�r\ U 0 N a T J Q Y J_ a Q Z N 0 Q O W 5 0 ` I� N 3 A'o ui c 0ui U � U O L O U N O a E a m `o 0 m n d n 3 O O O L 0000 0c0 0c0 L 3 d U) U U) C W N , J o Q U a U) U U O_ N Y O // V </ �<, O O vJ J O J c O co w in m m z O') c Q = W w 00 M W uJ ULLJ 0')U z U Q U) uJ O � w = N J J `o C � 0 J o Q c 010 U d U SEAL 'w U' tn m J oO E N �',������ o a W w c .;,r7.. a 19524 01/15/2024 o 0 � q�9TF OF pATRI CK 0� O a O U m Q ° 07 c" L J L j 3 CAUTION: NOTICE TO CONTRACTOR N U t NOT APPROVED FOR cliO m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , CONSTRUCTION 0o m 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 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w C a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE C7.01 o UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before YOU dig