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CC - Construction Drawings d- T co 00 0 7 O �f U Cn iCD CD m LUP NE COVE SUBD V S ON -0 Cn a tv� T - w >' W o I� E z Tn N 4 \Jf O000 VcDERVOTT ROAD � c MER DAN , ` CO O �� c }, 06 N O U N .7 CO CO �jQ�E IDIZ P�blic \ DAHO rt.rxpartnn` Dwfn RConWuNo.fupplxnwW fpcihRom ❑1 f f ti W. McMILLAN ROAD PROJECT SITE Oo Revisions o # 1 > � Q m, - ,..,,. _ SHEET INDEX BECKY DRIVE Q Q o Y Nhoeet Sheet Title m " Q C1.0 TITLE SHEET M O W �' JORDAN LANE ° J C2.0 NOTES AND LEGEND O o , m C3.0 DEMOLITION SHEET z C4.0 GRADING SHEET Q z a C5.0 ALTITUDE DR. PROFILE SHEET (^ _ C5.1 GLIDER WAY PROFILE SHEET ski C5.2 PATMOS AVE. PROFILE SHEET Z C5.3 lMcDERMOTT PROFILE SHEET w ' C6.0 ALTITUDE DR. SEWER P&P W USTICK ROAD C6.1 GLIDER WAY SEWER P&P > w 0 C7.0 WATER PLAN SHEET 1121!� C8.0 IRRIGATION PLAN SHEET Q LU C8.1 I IRRIGATION DETAIL SHEET O C9.0 STORM PLAN SHEET o 12 C10.0 LIGHTING & SIGNAGE SHEET L100 LANDSCAPE LAN OVERVIEW &MITIGATION v L101 LANDSCAPE PLAN L102 LANDSCAPE PLAN & DETAIL Uj L103 TREE INVENTORY � O L104 TREE INVENTORY V C N TY MAP - O NOT TO SCALE O N 0 TE J CERTIFICATE OF COMPL ANCE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE EFFECT AT THE TIME OF PREPARATION. THE DESIGN PROFESSIONAL ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS DEFICIENCIES IN THE DESIGN. ALL VARIANCES, LISTED BY DATE AND SHORT SHOWN ON THE PLANS. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, DESCRIPTIONS, WERE APPROVED FOR THE PROJECT: NONE SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. DRAWN BY: AMC THE CONTRACTOR SHALL BE REQUIRED AND RESPONSIBLE TO POTHOLE FOR ALL EXISTING UTILITIES TO VERIFY CHECKED BY: AMC EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION AND EXCAVATION ACTIVITIES. DATE: 12/18/2020 Project Contacts Datum: Notes: Disclaimer: REVISIONS Owner: Surveyor: Power: BASIS OF BEARING: 1 . ALL CONSTRUCTION SHALL CONFORM WITH LOCAL & STATE BUILDING, PLUMBING, AND ELECTRICAL CODE. It is understood that these plans # DATE Lupine Cove, LLC Accurate Surveying & Mapping Idaho Power were designed in accordance with 0 --/--/---- Kerry Angelos 1602 W Hays Street, Ste. 306 Ph: (208) 388-6320 N 00D32'36" E BETWEEN FOUND MONUMENTS AT THE 4 1 2. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND BASED UPON INFORMATION PROVIDED BY 372 S Eagle Road, #107 Boise, ID 83702 / standard practices widely accepted # --/--/---- Eagle, ID 83616 Ph: (208) 488-4227 Gas: CORNER COMMON TO SECTIONS 32 & 33, AND THE SECTION UTILITY COMPANIES AND FIELD OBSERVATIONS. ACCURACY OF LOCATIONS OF ALL UNDERGROUND UTILITIES IS through the field of civil engineering # 208.807.1912 Contact: Nathan Dang, PLS Intermountain Gas Company CORNER COMMON TO SECTIONS 28, 29, 32, & 33. NEITHER GUARANTEED NOR WARRANTED. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND and surveying. Although the plans kerry@northstaridaho.com nathan@accuratesurveyors.com Ph; (208) 377-6863 VERIFYING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. represented here have been Project No. Digline: (800) 342-1585 designed by, or under the direct R20126 Civil Engineer: Planning and Zoning: VERTICAL DATUM: 3. PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL FILE A "NOTICE OF INTENT TO supervision of, a registered S\ONAL EN Ackerman—Estvold City of Meridian Planning and Health Autority: 5 7661 W Riverside Dr. Ste 102 Development Services OBTAIN COVERAGE UNDER THE NDPDES GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH professional engineer, OUSTER p Central District Health >> Garden City, ID 83714 Ph: (208) 884-5533 Department NAVD 88, BROUGHT TO THE SITE VIA STATIC OBSERVATION CONSTRUCTION ACTIVITY (NOI). Ackerman-Estvold will not be TITLE SHEET Ph: (208) 853-6470 Ph: (208) 375-5211 PROCESSED THROUGH THE NGS OPUS UTILITY responsible for the accuracy of any 6 physical work that is not P]2/18/200 Contact: Antonio Conti, L Sewer & Water: constructed under the direct full � 9T P antonio.conti©ackerman—estvold.com City of Meridian Public Works Ph: (208) 898-5500 time observation of personnel O F OF C��Go` employed by Ackerman-Estvold. �� M • T GENERAL NOTES: GENERAL ABBREVIATIONS co ti PROPOSED TOPOGRAPHY FEATURES PROPOSED UTILITIES 00 1 . ALL WORK SHALL CONFORM TO THE PROJECT NOTES, DETAILS, COMPLETE THE PROJECT. FM FM Sanitary Sewer Force Main �A 0 2 �o � � SPECIFICATIONS, AND THE CITY OF MERIDIAN STANDARDS. WHERE ARV -Air Release Valve O - 1905 - Proposed Topographic Contour (Major) ASME -American Society Of Mechanical Engineers OC -On Center Q J a NOT SPECIFIED, ALL WORK SHALL CONFORM TO THE 2017, OR 21 . IF ANY ITEMS OF SUSPECTED HISTORICAL OR ARCHAEOLOGICAL Y 9� MOST CURRENT, EDITION OF THE IDAHO STANDARDS FOR PUBLIC VALUE ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR Sanitary Sewer Manhole ASTM -American Society Of Testing Materials OD -Outside Diameter 0 > coWORKS CONSTRUCTION (ISPWC). IN THE EVENT THAT ANY OF THESE WILL BE REQUIRED TO STOP WORK AND CONTACT THE OWNER, �---1902 Proposed Topographic Contour (Minor) AVAR -Air Vacuum And Air Release O 0 STANDARDS CONFLICT, THE MORE STRINGENT SHALL BE THE PROJECT ENGINEER, AS WELL AS THE STATE HISTORICAL P Sanitary Sewer Cleanout CONTROLLING STANDARDS OR SPECIFICATIONS. PRESERVATION OFFICE. San CD B PV -Pavement W L z Proposed Curb & Gutter BFP -Backflow Preventer PSI -Pounds Per Square Inch 1T-� 2. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" SHALL 22. IF DURING CONSTRUCTION OF THE PROJECT, AN UNDERGROUND ss ss Sanitary Sewer Gravity Main BLDG -Building PVC -Polyvinyl Chloride r � CO o D c BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS STORAGE TANK, BURIED DRUM, OTHER CONTAINER, CONTAMINATED V T c� o ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" STAMP SOIL, OR DEBRIS NOT SCHEDULED FOR REMOVAL UNDER THE Sign (Single or Double Post) C Q W � U) SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. CONTRACT IS DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY Storm Sewer Catch Basin CB -Catch Basin QTY -Quantity Cn NOTIFY THE OWNER AND THE PROJECT ENGINEER. NO ATTEMPT Post or Bollard CIF -Cubic Foot 3. THE CONTRACTOR SHALL KEEP ONSITE AT ALL TIMES A COPY OF SHALL BE MADE TO EXCAVATE, OPEN, OR REMOVE SUCH MATERIAL Storm Sewer Inlet Manhole CFS -Cubic Feet Per Second R THE APPROVED CONSTRUCTION PLANS. THESE PLANS SHALL BE WITHOUT WRITTEN APPROVAL. Iron CI -Cast I RBR -Rebar o USED TO RECORD THE ACTUAL LOCATIONS OF THE CONSTRUCTED d Mail Box ti z PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE CJ -Construction Joint RCP -Reinforced Concrete Pipe � ( ) �o Storm Sewer Manhole co -Control Joint RJ -Restrained Joint 4 �. CONTRACTOR SHALL PROVIDE THESE RECORDED LOCATIONS TO THE ` LO o Asphalt Pavement Hatch CL -Centerline PROJECT ENGINEER FOR USE IN THE PRODUCTION OF RECORD >_ � .� ACHD STANDARD NOTES Storm Sewer End Section CLR -Clear s DRAWINGS PRIOR TO FINAL APPROVAL/ACCEPTANCE OF THE - CC oo PROJECT. Concrete Pavement Hatch CMP -Corrugated Metal Pipe S -Slope N o 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT CO -Cleanout SF -Square Feet N sT 8T Storm Sewer Gravity Main 4. EXISTING SITE INFORMATION INCLUDING THE LOCATION OF EXISTING (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT CNC -Concrete SS -Sanitary Sewer SITE CONDITIONS AND SURFACE TOPOGRAPHY AS SHOWN ON THESE EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS Gravel Pavement Hatch CU -Cubic SSMH -Sanitary Sewer Manhole C-0 PLANS HAS BEEN PROVIDED BY ACCURATE SURVEYING AND CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL Water Manhole CY -Cubic Yard SD -Storm Sewer co MAPPING, PC. THE EXISTING SITE INFORMATION IS PROVIDED FOR SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STA -Station THE CONVENIENCE OF THE CONTRACTOR AND SHALL BE FIELD STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS D STD -Standard VERIFIED BY THE CONTRACTOR'S CONSTRUCTION SURVEY PRIOR TO SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE Fire Hydrant DTL -Detail SDMH -Storm Sewer Manhole THE START OF ANY PROJECT CONSTRUCTION. THE CONTRACTOR DISTRICT. DI -Ductile Iron SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION N Water Valve DIA -Diameter T STAKING. 2. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE NOTE: DIM -Dimension ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT THIS IS A GENERAL LIST OF SYMBOLS LINES DIP -Ductile Iron Pipe TBC -Top Back Curb 5. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL e Water Curb Stop DR -Drain TOC -Top Of Concrete UNDERGROUND UTILITIES AS SHOWN ON THESE DRAWINGS WERE PROCEDURES, ROAD WAY CONSTRUCTION AND CONCRETE WORK. AND ABBREVIATIONS. NOT ALL ARE USED ON DWG -Drawing TOG -Top Of Grout OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE ANY WORK TO BE DONE WITHIN THE EXISTING RIGHT-OF-WAY w w Water Main TOW -Top Of Wall CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD THIS PROJECT AND SOME MAY NOT BE SHOWN. E TYP -Typical REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL EX -Existing SUCH UNDERGROUND UTILITIES. THE PROJECT ENGINEER ASSUMES SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD =i -i Water Fittings EL -Elevation U NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE INSPECTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. - DELINEATION OF SUCH UNDERGROUND UTILITIES, OR THE EXISTENCE PRIOR TO CONSTRUCTION STARTING. EP -Edge Pavement U -U Post OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE Water Reducer EJ -Expansion Joint UV -Ultra Violet ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 3. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY EXACT CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND Water Cap IF V LOCATIONS OF EXISTING UTILITIES PRIOR TO THE START OF ANY APPROVED THROUGH CONSTRUCTION SERVICES OF ACHD, FF -Finish Floor VERT -Vertical PROJECT CONSTRUCTION. ANY LOCATION WHICH MAY POSE A 208-387-6280, PRIOR TO INITIATING ANY CONSTRUCTION. CITY OF MERIDIAN STANDARD NOTES MARCH 20151 FG -Finish Grade VCP -Vitrified Clay Pipe CONFLICT WITH THE PROPOSED CONSTRUCTION MUST BE REPORTED FH -Fire Hydrant TO THE PROJECT ENGINEER PRIOR TO THE START OF ANY PROJECT 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING FL -Flowline W CONSTRUCTION. PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. GENERAL CONSTRUCTION WASTEWATER RULES (IDAPA 58.01.16). FT -Feet W Water AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE W/ -With 6. THE CONTRACTOR SHALL CALL DIG LINE (800-342-1585) TO 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT G W/O -Without LOCATE ALL EXISTING UTILITIES AT LEAST THREE (3) DAYS PRIOR CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). GAL Gallon WS -Water Surface TO THE START OF CONSTRUCTION. 5. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL GPM -Gallons Per Minute WSP -Welded Steel Pipe PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS GV -Gate Valve SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY 7. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER A MINIMUM SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE X OF SEVENTY-TWO (72) HOURS PRIOR TO THE START OF PROJECT CAST INTO THE CONCRETE (STAMPED CONCRETE AND ADHESIVE (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. H X Chisel 'X' CONSTRUCTION. MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. HP -Horsepower DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS p 7. Q 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO EXCAVATE IN PUBLIC 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. SEWER HWL -High Water Level YD Y-Yard RIGHT OF WAY, FROM THE CITY OF MERIDIAN PRIOR TO THE START ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN I YR -Year O OF PROJECT CONSTRUCTION. AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ID -Inside Diameter ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE IN -Inch Z 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC 7. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS CONTROL ASSOCIATED WITH THE PROJECT AND SHALL GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL INV -Invert Elevation ZON -Zoning /1 DEVELOP/SUBMIT A PLAN TO THE PROJECT ENGINEER FOR CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET WORK ORDER UNTIL THE SITUATION IS RESOLVED. CONSTRUCTION NOTE NO. 1. IP -Iron Pin I O APPROVAL PRIOR TO THE START OR PROJECT CONSTRUCTION. PLAN IMPROVEMENTS. TO BE IN ACCORDANCE WITH MUTCD, THE CITY OF MERIDIAN AND 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND � PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND JT -Joint ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS Q 10. THE CONTRACTOR SHALL MAINTAIN TRAFFIC ACCESS AT THE END OF DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN M EACH DAY AND PROVIDE DETOURS OR ONE-WAY TRAFFIC DURING 208-387-6258 (WITH FILE NUMBERS) FOR DETAILS. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL M -Meter O CONSTRUCTION. WHEN CONSTRUCTION TECHNIQUES ALLOW, ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE MGD -Million Gallons Per Day CONTRACTOR SHALL PROVIDE ACCESS THROUGH THE CONSTRUCTION 9C. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER MH -Manhole ZONE TO PRIVATE PROPERTIES. APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER MISC -Miscellaneous 0 RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT NOTICE. RULES (IDAPA 58.01.16). MJ -Mechanical Joint 11 . CONTRACTOR SHALL SECURE A SHORT TERM ACTIVITY EXEMPTION SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS (,/ , ]�i FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ) ROADWAYS SHALL BE SP-3, 0.50 INCH (1") MIX, PG 64-28 PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE N PRIOR TO THE START OF PROJECT CONSTRUCTION, IF TRENCH FIVE 5" INCHES OF ASPHALT, AS A MINIMUM WITH 4 INCHES CLOSE WATER VALVES. WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX Z 3� ) (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NTS -Not To Scale w n/ DEWATERING IS REQUIRED, CONTRACTOR SHALL SUBMIT A OF 4 MINUS CRUSHED AGGREGATE, AND 25 INCHES OF 6 ' 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE ��LL - DEWATERING PLAN TO THE PROJECT ENGINEER PRIOR TO MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) \ L Q COMMENCEMENT OF DEWATERING OPERATIONS. GREATER. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED / - SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 12. DURING SERVICE CONNECTIONS, GROUNDWATER LEVELS SHALL BE INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE LJJ OPERATIONS. CONSTRUCTION NOTE NO 0 MAINTAINED ONE (1 ) FOOT OR MORE BELOW PIPE INVERTS PER . 1. WASTEWATER RULES (IDAPA 58.01.16). o ISPWC. ONCE DEWATERING OPERATIONS CEASE, CONTRACTOR SHALL 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES OR 10. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE U G PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER STORMDRAIN FACILITIES THAT ARE SILTED DUE TO THEIR DEWATERING ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING GRADING, DRAINAGE, AND EROSION CONTROL NOTES: EFFORTS. THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). ]�i 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. ASPHALT PAVING. w 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS, 1). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL g_ INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND ROADWAY 1 . ANY DISTURBED SOILS SHALL BE RECOMPACTED OR REMOVED AND C)SURVEY MARKERS, STREET SIGNS, UTILITIES, IRRIGATION LINES, BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, REPLACED WITH CONTROLLED, COMPACTED FILL. LOOSE LIFT ]z PAVEMENT, TREES, FENCES, AND ANY OTHER IMPORTANT OBJECTS ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT THICKNESS SHALL NOT EXCEED SIX (6) INCHES. FILL SHALL BE O ON/OR ADJACENT TO THE JOB SITE FROM DAMAGE AND REPAIR OR OPERATIONS. RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY COMPACTED TO AT LEAST 98% OF ASTM D698 (STANDARD PROCTOR) REPLACE DAMAGED FACILITIES AS REQUIRED BY THE OWNER AND 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM WITHIN -3% TO +3% OF OPTIMUM MOISTURE CONTENT. COMPACTION O THE PROJECT ENGINEER. 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL APPROVED CONSTRUCTION PLANS. ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY IN TRENCHES SHALL BE OBTAINED USING A VIBRATORY SHEEPS FOOT Q REPLACE THE ENTIRE ROADWAY SURFACE. COMPACTOR. 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING 3). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST CONSTRUCTION. WORK AND SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC 2. SUBGRADE PREPARATION SHALL BE PERFORMED BENEATH ALL J ANY DISCREPANCIES. OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR CONSTRUCTION. RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PROPOSED PAVEMENTS. THE SOIL SHALL BE SCARIFIED TO A DEPTH EDGE OF A TRAVEL LANE. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL OF 12" BELOW SUBGRADE AND RECOMPACTED TO AT LEAST 98% OF 15. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION 4). FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING PRESSURIZED IRRIGATION ASTM D698 (STANDARD PROCTOR) WITHIN -3% TO +3% OF OPTIMUM DRAWINGS MUST BE REVIEWED AND APPROVED BY THE PROJECT THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN MOISTURE CONTENT. ENGINEER BEFORE CHANGES ARE MADE. THIS INCLUDES CHANGES INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE REQUESTED BY THE OWNER AND SUBCONTRACTORS. IS A CRITICAL FACTOR. APPROVED IN WRITING FROM THE CITY ENGINEER. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS 3. ALL TOPSOIL IN CONSTRUCTION AREAS SHALL BE STRIPPED AND 5). ANY EXCEPTIONS TO THESE RULES SHALL BE OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. SEPARATED FROM OTHER INORGANIC SOIL MATERIALS. THE 16. CONTRACTOR SHALL PROVIDE THE PROJECT ENGINEER WITH ONE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT THE COPY OF REDLINED AS-BUILT DRAWINGS PRIOR TO PROJECT CONSTRUCTION BEGINS. WATER 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY MIXING OF TOPSOIL WITH OTHER MATERIALS. THE TOPSOIL SHALL BE ACCEPTANCE IF DEEMED NECESSARY. CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE RESPREAD TO A DEPTH OF AT LEAST SIX (6) INCHES. REFER TO 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO THE SPECIFICATIONS FOR SEEDING REQUIREMENTS. 17. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL WORK CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF CONSTRUCTED BY THEIR WORK CREWS UNTIL THE WORK IS TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER STANDARDS IN THE "IDAHO WELL RULES FOR PUBLIC DRINKING WATER SYSTEMS MERIDIAN WATER DEPARTMENT. 4. EXCESS MATERIAL (TOPSOIL/CLAY/GRAVEL, ETC.) SHALL BECOME THE DRAWN BY: AMC ACCEPTED BY THE OWNER FOR CONTINUOUS OPERATION AND ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE (IDAPA ED TO E WELL O THE STANDARDS AND SPECIFICATIONS PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF CHECKED BY: AMC MAINTENANCE. MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. SITE. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND DRAINAGE 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 5. CONTRACTOR SHALL PLACE EROSION CONTROLS AS NECESSARY DATE: 12/18/2020 APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY INCLUDING, 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR DURING CONSTRUCTION. FINAL EROSION CONTROL MEASURES SHALL BUT NOT LIMITED TO, SAFE WORKING PRACTICES WITHIN AND ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE BE CONSTRUCTED WITHIN 30 DAYS OF COMPLETING UNDERGROUND AROUND THE CONSTRUCTION AREA. IN ADDITION, JURISDICTIONAL POLICY AND EXISTING PAVEMENT MARKINGS. TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE UTILITY CONSTRUCTION. REVISIONS AGENCIES, THE OWNER, AND THE PROJECT ENGINEER SHALL NOT SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS. 13. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE 6. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN SITE AND SHALL # DATE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE CORRECT ANY EROSION ISSUES IMMEDIATELY. zt 19. THE CONTRACTOR IS TO OBTAIN ALL APPLICABLE PERMITS. RIGHT-OF-WAY PERMIT. RULES (IDAPA 58.01.16). APPROPRIATE PERMIT. 7. SEEDING TYPE, LOCATION, AND APPLICATION RATES SHALL BE PER # 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE THE ISPWC. CONTRACTOR SHALL ONLY SEED BETWEEN MAY 1 AND DISPOSAL OF ANY EXCESS ONSITE MATERIALS AS NECESSARY TO WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX JUNE 15 OR SEPTEMBER 1 TO OCTOBER 15. # --/--/---- (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 8. CONTRACTOR SHALL WARRANTY SEEDING UNTIL VEGETATION IS Project No. INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED ESTABLISHED AT A RATE OF NOT LESS THAN 80% COVERAGE. R20126 IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC SIGNAL EN DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE S G\STER G�� o �I NOTES AND 6 LEGEND 112/18/20�0 �/0 /0 M C2 ,00 AT 1MM_ `MJ W O �--+ U N .J O 72 } cz — W � E z rr) N i U "1 CDW r V O C/) _ j O 1/2 1/4 0 1/2 Full z N Cfl Graphic Scale: ` > 0 Attention is Drawn to the Fact That Drawing — 00 O Scales May be Altered During Reproduction cv SECT/ON 29 28 Processes. Scales Shown Hereon are Based on CORNER a Full Scale Sheet Size of 24" x 36". CD CP&F No. 3 2 3 3 2019-017185 Scale: 1" = 40' ti ILLEGIBLE REFER TO LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION I � w 22 28 _ 12" CMP INVERT 3 56 N � N =2522.5, E 726.5- I N 85°03 27 q2" CMP INVERT w l — � — ( � 12'rCMP INVERT TLG' ELEV.=2518.71' LEV=25 .5 ' CONTROI ACCESS ROAD SHED SET CAP L _24" CMP INVERT �� 0 2 V.=2517.55' � � ��/ w Z � _ o SHE,i ACCESS ROAD - C00 i � � - 523 ', OU 6' 23-� c ° rL� � N C) Lij Jv RIGHT -OF-WAY W SHE FOR MCFADDEN DRAIN ALSO • 2s KNOWN AS TEETER DRAIN 25 - INSTRUMENT No. 7608075 � _ • 26 c ' — o 10' WIDE POWER LINE EASEMENT INSTRUMENT \ Q No. \8118573 U Z F— O REMOVE A PROPERLY DI SE 527 -A w " �S�Q TING SHEDS REES N ° 1 1 _ F CES VARIOUS APP RTENANCES. 260 Q V N 25\�BM112" IRON PIN COORDINATE OWNER FOR \_----- R AINING T DANG' �� Q 2 ITEM 0 SALVAGED. CD o � k AL ��_ ^� ELEV.=2525.92' ,w z CANOP 0 D Ste, z o CP 0 o UJ m N � � DITCH � RAIN�'`' > W 8" PVC INV o _1EV=25 ° o ° c UJ U, � � ° DR IN J� � m - R PAN E � w o o UTANK GARAGE - �f��'�J ��0 ��F �0 Q �� F F ELEV. 12" CMP INVERT O ° o - 5�F• ��' =2532.26'ELEV.=2525.99' : ° o i� SPIGOT Gb�FP��• RIGHT -OF- A o P FOR MCFADDEN DRAIN SPUR UJ PROTEC 0 0 rREAM INSTRUMENT No. 7608075 12CMP INVERT �L� �_ �� ° EXISTING CD ° - HOUSE w\ Z ELEV.=2525.46' o ---- -— PIGOT o r SSE x � / EM 8' PVC FF. ELEV s a ° N �"�� 5 HIGH, TUB o =2532.97' �S ° �° s I--------------- C o L ERICC CALL s"r,.� r' CIL O SPIG T °� \ LLJ w 12" CYNFP INVERT S ° ° �A, X \\ E V.=252 j.28' ELL 0 0 4" CMP INVERT EL V.=2525,81' -1AG PRO T CT 112" IRON PIN �oLE EX TING + 'DANG' X ,� 8" PVC O � ELEV-2530.64 BM O \ AR S AN E L ° �S�T/t^5 o PR K o o ANL o 0 0 - 253, K 24" CMP INVERT 25 INVERT o \ ELEV. 24" CMP=2526.82' 3 0 3 EL Y Z526.84' o 114 CORNER PLS 4 3 CP&F No. 772 o 0 0 N 89°1 7'46" W 2637. 72' 2016-1206349 DI TCH �' � � ��CAP_, 97.3c DRAWN BY: AMC f a \ 2530 25,30 CHECKED BY: AMC 12" CMP INVERT ELEV.=2527.62' n 1 \ \ �S� 2531 o __ - � � � / 1 DATE: 12/18/2020 0_ n I REVISIONS w w # DATE I Al --/--/---- # --/--/---- # --/--/---- Project No. R20126 S��NAL EN O\STORFo �0 DEMOLITION 6 SHEET P]2/18/20�o OF \QP O�� O�/0 M O C300 Ar 1MM_ `MJ W ZC- KEYNOTES: N U °' cn � o OREFER TO LANDSCAPE DRAWINGS FOR O 72 m ADDITIONAL INFORMATION > m aP � c W Lz r� N i U "1 T- i_ i r V O C/) _ j C-) 1/2 1/4 0 1/2 Full z N Cfl Graphic Scale: ` > m Attention is Drawn to the Fact That Drawing — 00 p Scales May be Altered During Reproduction cv Processes. Scales Shown Hereon are Based on a Full Scale Sheet Size of 24" x 36". co co Scale: 1" 30' ti ---- LL LLI EL O w 2L — w � 151 ------- ------- ---------- „sr�-= ---- �_ I-- l I I }_ - - _-= --- ------+I ------ 1rr_--- �- --—— — — _ — — 2525 ° w --- - Ur- ---- - ° _ - 11_ Il� �I ° I N - O� � •�8 III I ;= I '1 2524 MW - �' / -- ------/ LOT 7 I �,ti�------ LOT #8 / as28 I I 2525 LOT PAD:2529.4 ti PAD.2529.2 / O PAD:25 9.6 - I I I 525 , 2g I 2526 - I / 6 z5�� I I '� � I LOT �9 O � I _i / PAD:25 9.0 2527 4� / 252 LOT z 2s - - 252a II PAD:2529.E I 2528LLJ 2 s I I I 252 2525 2524 Q I II PAD:25 9. I 2526 ti _\, ��56 -- 2526 Cn I d� ° 2527 .,� LOT 10 L #2 I I � I '2s2a LOT #1 I P :2529.2 �� - 2sz9 �� - �T B 2 \ PAD:2528.8 PAD:25 8.8 I O Q - I N � I � Q LOT 3 2526' -- i I�9 9A0 PAD:2528.4 / moo• o� � T� � 2 2525 _ I -I- — PAD.2 \ I \ r 7 � Z 2529 , � / _ O toe , LLJ �� \ —z5z6 �8 �� os , I _ ��— ° PAD 2528 6 `� - � s� � LOT 11 S S O -� �252g A VA _ — 0 5z2 9 RIDGE �o� 8 s . A LU 2528 S�0 L�L T� ro i S� U •C�' 2529 — - --- LOT �12 ` � PAD:2 29.5 \ A \ x° 1 \ 2 s ti LOT 12 W. ALTITUDE DRIVE PAD:2 28.7 � LU Z CD 10 O e� x� o \ h \ LOT 13 G� PAD:2529.1 V�A 'CO) \ N 2�75 s a ° N v v ° I I I LOT 3 I LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT #9 s° ° \\ T \ N PAD:25 8.4 # # # # # i r N LOT #2 PAD:2528.E ` PAD:2528.8 PAD:2529.0 PAD:2529.2 PAD:2529.3 PAD.25 9.5 O° \ / ` LOT #1 4 PAD:2528.2 PAD:2529.5 I I 2 � v . . , -I` I I I � / w 88 �� 2526 \\ zBsQ, 2530 2531 I I LOT 15 DRAWN BY: AMC o ° 7 1 ° \ PAD:2 29.6 J CHECKED BY: AMC N - DATE: 12/18/2020 N I I I 3� v RE I I N SO S 0 0 ° v 9 9 �_�, ° ° O ��' ,�� S� S� �� # DATE W i EL l # -- -- ---- 253p Project No. R20126 S�ONAL EN C,\STERFo��F W W GRADING 6 SHEET p12/18�20�0 OF �QP O�� oti/0 GC400M T- 1MM_ - ± �� I - 00 L � 1 o �� 2528 2528 � j + 2524 2524 N � �TBC ST :4+ 2525 I I 0 F:16. 0'L _ / U N 2525 I 2525 �� n N \ ------ 2526- 252E - ------ I II I I �' - �I O N 2527 2527 2g26 I I I 72 O 2528 2528 2524- \ �� -- � CZ a� - - I TBC STA:4 08.00 LJ.� C - OFF:1�6.50'L 9 7 0 N N i �� 9 AQ �� Q � � � N I Z 41 r � o c LJ �1..j T / �9 � C --- 0 o LLJ 252 N 2s2> -- ��9>> a 2 54 4+40 �p § - Q TQ 2,45p30 9 9 OFF.16.50 R 2.05 AQ Im TBC STA:4+6 z + 17 ---- - - o N 1 � D 2526 - -- 0 5� _I ------------ - o r„ LLI ----� -- - - _� 1/2 1/4 0 1/2 Feu � Zo7_ ---4$c-STA:2+51.51 L1 L- M O M8 7 - OFF:16.50'L � 3k60 O ��9Q � 9A 7 Gr1p�1�Ci S�'i1�@. j LO c ;' I - - RIDGE �� 9 13 �� s - -�- 8S � o --M R= o \ �2527��9 R=20.00 A 2�^E ' Attention is Drawn to the Fact That Drawing p 4'� 52 TBC STA:4+34.04 1 I 6 = OFF 32 3 CV 20 00 n S / �� TC 2528 roc On e9 Scales May be Altered During Reproduction a� o R - - - a 5 ,� Processes. Scales Shown Hereon are Based 'R Z - - - - \52 2529 0/ �9 a Full Scale Sheet Size of 24" x 36". ' ' �cP G 3k2 �4 ° TQ O o ° ---- T S _CD - � e Scale: 1" = 20' ti TBC STA:0+5E.16 -0.45% 9 _---� - �j / �� ,7 Q OFF:16.50'L - TBC-STA.1+72.16 �j 'dd 07 T 2kg0 �G g R= OFF:16.50'L 61 T� T� �0 �� 27.00 1+60 T 2528 020°40 �� OBF:29. :3 49.18 0 \ 00 + 0 0+80 / 1+20 2+00 M 2+40 4 = � � ° , S89' 27' 24"E - 213.57' L_223.50 -0 ALTITUDE DRIVE �� 1 R �� L 7 2528 ��1 R=20.00 L� 9 -0.44% 5Q TBC STA:3+25.8 OFF:16.50'R 4 _ \\ TBC +94.20 2g30 \ S TBC STA:O+ 6 i 8 OFF:16.50'R OFF:16.50'R 2528 \� TBC STA:2+13.57 \ 1 1 OFF:16.50'R ti�� 1 v Q C) A 8 1 1 1 1 \\ KEYNOTES: o o� �� s� 1 \ 2.5" ASPHALT PAVING CLASS III PLANT MIX 1 O PG58-28, 3/4" MIX DESIGN, ON 4" 3/4" MINUS AGGREGATE BASE COURSE, ON 14 2 MINUS AGGREGATE BASE COURSE, OVER COMPACTED SUBGRADE - REFER TO GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED APRIL 20, 2019, AVAILABLE UPON REQUEST CDMATCH EXISTING ASPHALT. McDERMOTT ROAD IS CLASSIFIED AS A MINOR ARTERIAL ROADWAY. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY Q APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO O MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: - \� MINOR ARTERIAL ROADWAYS SHALL BE A O High Point STA 4+58.20 SP-3, 0.50 INCH (2") MIX, PG 58-28 FIVE High Point ELEV 2529.49 INCHES (5») THICK, AS A MINIMUM WITH 4» PVI STA 4+62.05 OF 3/4" BASE AND 25" OF 6" MINUS PIT PVI KLEV51.319.55 RUN. USE WHICHEVER PAVEMENT SECTION A.D. = 0.97% L = 50.00 IS GREATER. Q O CONSTRUCT 6" VERTICAL CURB PER ACHD 2532 2017 SUPPLEMENTAL SPECIFICATIONS STD F- O DWG SD-701 O = O CONSTRUCT SIDEWALK PER ACHD 2017 Q �� SUPPLEMENTAL SPECIFICATIONS STD DWG ' /� +" SD-709 v ' 7N +u � 6 Q SAWCUT EXISTING ASPHALT - MIN 2' WIDE. UJ I..L _ 0.41 ;; O CONSTRUCT PAVEMENT MATCH PER ACHD - - 0.87 o STANDARD NOTE 9 ON SHEET C1 .0. > L U 0 ASPHALT REPAIR PER ISPWC AND ACHD 0:� _ - - SUPPLEMENTAL FOR STREET REPAIRS PER Q W 2528 _ _ - - - __ SD-301 , SD-303 AND SD 806(MINIMUM 0 - - - - - _ _ _ _ - - - CROSS SLOPE U - - O CONSTRUCT VALLEY GUTTER PER ACHD 2017 FI I S H GRADE SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708 w OCONSTRUCT PEDESTRIAN RAMP TYPE "G" 8 PER ACHD 2017 SUPPLEMENTAL Z Q SPECIFICATIONS STD DWG SD-712G O O7 CONSTRUCT PEDESTRIAN RAMP TYPE "C3" ^^ PER ISPWC STD DWG SD-712C I..L Q CDCONSTRUCT 3" ROLLED CURB PER ACHD 2524 0 o o o 2017 SUPPLEMENTAL SPECIFICATIONS STD � o 00 � NCO � � o � 't N � mo o � r. � g � o � DWG SD-702 J 0 .6 0j � 00 oi co oi 00 00 INSTALL TYPE II TERMINUS BARRICADE PER N N (� N (� N N N (� N N N N N N N (� N (� N (� N N N (� N (� N N � N N N N N N N N N 1 O N N Lo N N N N NLf� N N N LO N LO N L N LO N ACHD 2017 SUPPLEMENTAL SPECIFICATIONS N N N N N N N N N N N N N 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+00 STD DWG SD-1132A 11 INSTALL CURB TERMINUS PER ISPWC STD DWG SD-707 DRAWN BY: AMC CHECKED BY: AMC DATE: 12/18/2020 REVISIONS # DATE Al --/--/---- # --/--/---- # --/--/---- Project No. R20126 SXONAL EN G\STERFo �� ALTITUDE DR. 6 ' PROFILE SHEET P]2/18/20�o OF �QP 0 �ti/0 M . GC5e0 d- T M 00 0 ZO C) _ C) U � � O O> o O O co � O C'3 C L z j n N vl O -Z2 T O O \ / U w c� N \ Q Cn iv A - I 1/2 1/4 0 1/2 Full ~ - ------- oz� o` \ TBC STA:7+37.68 TBC STA:8 31.23 4 OFF:16.50'L OFF:16.51'LI G S ` L 00O \ TBC STA:6+84.15 Graphic Scale: j C o OFF:16.50'L � / 2529 00L0 \ GO 00 - - - - TBC STA:8+49.10 Attention is Drawn to the Fact That Drawing N p OFF:16.51'L Scales May be Altered During Reproduction N \ / 4 Processes. Scales Shown Hereon are Based on a Full Scale Sheet Size of 24 x 36". O �� a S � CD 2S' ag F r 9 $ �� Scale. 1 = 20 ti 2� 2J2g ��Q 25= 6 TBC STA:8+81.20 g2 I \ -� OFF:16.50'L / 6+80 7+20 7+60 8+00 8+40 2529 I C S19' 44' 46"E - 147.07' (G L=17.85 O �� Co 252g 2S2 N. GLIDER WAY o =R02o2� °o.4 / L=72.35 S 8 2 R=53.50 N r 2� S F 19" \ 8+ i O A = 077°29' �� 42 6 0 �Xa 29 1 8y'92 ° 4 O10 nC TBC STA:7+37.68 0'. G :� TBC STA:6+84.15 OFF:16.50'R \ c-' OFF 1650'R c� S� co \ N Z I P TBC STA: 68.9 �G / 86 \\�� OFF:41.69'R KEYNOTES: v N h N n N TBC S TA:6+11.81 �' 11 N N OFF:16.50'l �a 6 F \ i 8� o \ 2.5 ASPHALT PAVING CLASS III PLANT MIX Ln o ,TBC STA:6+11.81 1��° PG58-28, 3/4" MIX DESIGN, ON 4" 3/4" \ OFF:16.50 TBC STA-'R MINUS AGGREGATE BASE COURSE, ON 14" 2"� N � � OFF:38.03R N . MINUS AGGREGATE BASE COURSE, OVER �c 9 COMPACTED SUBGRADE - REFER TO j N \ 2�� F� GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED APRIL 20, 2019, rn / 00 AVAILABLE UPON REQUEST CDEXISTING ASPHALT. McDERMOTT ROAD IS CLASSIFIED AS A MINOR ARTERIAL i TBC STA:7+90.92 ROADWAY. CONSTRUCT ALL PAVEMENT ° OFF:72.50'R Z MATCHES (INCLUDING DRIVEWAY Q --- ° APPROACHES AND UTILITY CUT STREET ° REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT 0 I / / SECTION OR TO USE THE FOLLOWING: Q MINOR ARTERIAL ROADWAYS SHALL BE A t /1 SP-3, 0.50 INCH ("") MIX, PG 58-28 FIVE '° INCHES (5") THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 25" OF 6" MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION Zo \ // / IS GREATER. CO �' a / 3 CONSTRUCT 6" VERTICAL CURB PER ACHD CD 1 0 F- ° 2017 SUPPLEMENTAL SPECIFICATIONS STD F- O 00 % o / DWG SD-701 v CDCONSTRUCT SIDEWALK PER ACHD 2017 0 SUPPLEMENTAL SPECIFICATIONS STD DWG 0 SD-709 V) ^/ Z OSAWCUT EXISTING ASPHALT - MIN 2' WIDE. UJ CONSTRUCT PAVEMENT MATCH PER ACHD - STANDARD NOTE 9 ON SHEET C1 .0. > UJ ASPHALT REPAIR PER ISPWC AND ACHD SUPPLEMENTAL FOR STREET REPAIRS PER Q W SD-301 , SD-303 AND SD 806(MINIMUM O 12 CROSS SLOPE o 7 CONSTRUCT VALLEY GUTTER PER ACHD 2017 U 2532 O SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708 w CDCONSTRUCT PEDESTRIAN RAMP TYPE "G" ]Z O PER ACHD 2017 SUPPLEMENTAL EXISTING GRADE SPECIFICATIONS STD DWG SD-712G O O7 CONSTRUCT PEDESTRIAN RAMP TYPE "C3" ^ PER ISPWC STD DWG SD-712C I..L O � � - - - �� - - - - - J - - - - - - - - - - - - - - - CDCONSTRUCT 3" ROLLED CURB PER ACHD 2017 SUPPLEMENTAL SPECIFICATIONS STD -702 \ ' 10 D WG D STALL TYPE II TERMINUS BARRICADE PER J O ACHD 2017 SUPPLEMENTAL SPECIFICATIONS 2528 _ STD DWG SD-1132A / N \ / i N +00 INSTALL CURB TERMINUS PER ISPWC STD 11 DWG SD-707 - - - INISH GRADE >> � r - L - 50 00 K - 31 79 A.D. = 1 57% PVI ELEV 2328.00 7+37.69 LowPPontAST 7+30.56 DRAWN BY: AMC Low Point ELE 2528.09 CHECKED BY: AMC 25240 � 1N ; � � Ln � � , N , � 7: � N Ln Ln N NN N NN N NN NN NN N N N N N N NN N N DATE: 12/18/2020 N N N N N N N 5+00 5+20 5+60 6+00 6+ +80 7+20 7+60 8+00 8+40 8+80 9+18.09 REVISIONS # DATE 0 --/--/---- # --/--/---- # --/--/---- Project No. R20126 -XONAL EN G\STERFo GLIDER WAY 6 ' PROFILE SHEET 7 u12/18/20o OF �QP O�� /0 M GC5 . 1 d- T M 00 0 ZO J cn O O> o a� +, m FUTURE �� 1 � O m T — N Cq N N 00 �S L� i ,�' IMPROVEMENTS TO BE TBC STA:2+57.73 N N � ii o I N N U) b O o I I..�.d CONSTRUCTED UPON OFF:164.47L N IQ 1 �. � �-' E z DEVELOPMENT OF 7 �� o �N N CD uu to O c TBC S A:2+27.61 r � _Y `e ADJACENT PARCEL " � �-i V w T U o n 0 F:38.82'L a O N I o U o =20.00 - CD TBC STA:4+03.70 —. _— — — — — — — I I OFF:L15.86'L 4 N p y 1/2 1/4 0 1/2 Full -m z y- - -- -- - - — — — — 11 9 I ��s<<. co N s� � M o O N n m � o � � F� a O w Graphic i I �n 0 G a cScae• P ._ s N ry ti 0 6 0 0+00 0+40 � 0+80 I 1+20 1+60 0 I/to �2+40 2630 Attention ttention is Drawn to dthe rFact That dDrawing U p S00' 32' 36 W N Processes. Scales Shown Hereon are Based on F o a Full Scale Sheet Size of 24" x 36". �� I �� N. P'T \0� AVENUE o V V o N w '' 9/ 9 �� Q Scale: 1" = 30' ti co N 11 4 c� 5 �C_G , TBC 9TA:1+92.16 �� j� TBC S A:1+92.16 �� R=20.00 b� OFF:216.53'L ��' ��' \ FF:36.50'L alb 7 zk N s N TBC STA:1+92.16 I n N o OFF:162.31'L r cfl N + N In V C N N � I N In N I I N N N N N I N , II �� IIII � IIII i i I I' KEYNOTES: O2.5" ASPHALT PAVING CLASS III PLANT MIX PG58-28, 3/4" MIX DESIGN, ON 4" 3/4" MINUS AGGREGATE BASE COURSE, ON 14" 2" MINUS AGGREGATE BASE COURSE, OVER COMPACTED SUBGRADE — REFER TO GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED APRIL 20, 2019, AVAILABLE UPON REQUEST OMATCH EXISTING ASPHALT. McDERMOTT ROAD IS CLASSIFIED AS A MINOR ARTERIAL ROADWAY. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY Q 2532 APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO O MATCH THE EXISTING STREET PAVEMENT High Pont STA 227.91 SECTION OR TO USE THE FOLLOWING: - High Poi it ELELEV 2528-06 MINOR ARTERIAL ROADWAYS SHALL BE A O PVI TA 2+23.82 �» PVI LEV 2528.20 SP-3, 0.50 INCH (� ) MIX, PG 58-28 FIVE 3.06 INCHES (5") THICK, AS A MINIMUM WITH 4" A. - = 9.99 = OF 3/4" BASE AND 25" OF 6" MINUS PIT N� RUN. USE WHICHEVER PAVEMENT SECTION �o "� IS GREATER. Q NN NN CONSTRUCT 6" VERTICAL CURB PER ACHD O 2017 SUPPLEMENTAL SPECIFICATIONS STD Q 2528 - DWG SD-701 = FINISH GRADE , CD SUPPLEMENTAL SIDEWALK PER ACHD 20170 Q SUPPLEMENTAL SPECIFICATIONS STD DWG ! /� 0 - SD-709 v FUTURE IMPROVEMENTS TO BE CONSTRUCTED UPON O SAWCUT EXISTING ASPHALT - MIN 2' WIDE. UJ DEVELOPMENT OF ADJACENT CONSTRUCT PAVEMENT MATCH PER ACHD PARCEL STANDARD NOTE 9 ON SHEET C1 .0. > UJ 0 ASPHALT REPAIR PER ISPWC AND ACHD 0!� \ SUPPLEMENTAL FOR STREET REPAIRS PER Q W \ i SD-301 , SD-303 AND SD 806(MINIMUM O 12 \ CROSS SLOPE o 2524 U / � CONSTRUCT VALLEY GUTTER PER ACHD 2017 / \ _ _ _ _ - O SUPPLEMENTAL SPECIFICATIONS STD DWG - - - SD-708 w �I -1 °2% - ]�i CD PEDESTRIAN RAMP TYPE "G" 1 PER ACHD 2017 SUPPLEMENTAL O I / SPECIFICATIONS STD DWG SD-712G O I I O7 CONSTRUCT PEDESTRIAN RAMP TYPE "C3" ^^ PER ISPWC STD DWG SD-712C L.L O 1 / CD CURB PER AHD 20117TSUPPLEMENOTALEDSPECI CATIONSCSTD I / EXISTING GRADE I 1 2520 DWG sD-702 J I / 10 INSTALL TYPE II TERMINUS BARRICADE PER ACHD 2017 SUPPLEMENTAL SPECIFICATIONS I / STD DWG SD-1132A 1 1 INSTALL CURB TERMINUS PER ISPWC STD / CD DWG SD-707 1 I I I I I 1 2516 I ' DRAWN BY: AMC 30' CMP TO BE INSTALLED UPON CHECKED BY: AMC DEVELOPMENT OF ADJACENT PARCEL DATE: 12/18/2020 REVISIONS # DATE 0 --/--/---- M N 0 # 2512 --/--/---- fl o N N N — 10 co°O � N 7 7 Ln x Cd # --/--/---- LO � N N N L N � N N N N Ln N Ln N Ln N L N Ln N N N N N N N 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+63.01 Project No. R20126 S��NAL EN G\STERF10 ��1\ PATMOS AVE 6 ' PROFILE SHEET 7 �12/18/20�0 9TF OF �QP O�� oN/O G 2 M . 5 . T- 1 MM W O -+ C3 U 7C3 °) JN O 72 � � m cz — Mir E � j� z V! N L ^ -- O W C T— U O w aj c/) C/) _ � O — _ E P E P E P - 1/2 1/4 0 1/2 Full z EP EP EP EP EP TBC sTA:3+49.so EP EP EP �o N:720462.8630 o OFF:8.92'R Cn EP STA:0+50.00 E:2433150.0770 N. M C D E R M O TT R O A D 25 M O OFF:8.92'R O 2526� 25 Graphic Scale: ` _> L c M 0 0+4 0+80 �� 1+20 1+60 C� 2 0 �2+40 2+80 3+20 3+60 3+84 Attention is Drawn to the Fact That Drawing — p g�8 2803 NOW 32' 36"E - 384.34' i Scales May be Altered During Reproduction cv pq O CDO C Processes. Scales Shown Hereon are Based on N:720797.1886 a Full Scale Sheet Size of 24" x 36". -------- E E.2433153.2481 E E P - EP �9 ---- �6 J 2529 CL) Scale. 1 = 30 ti C, -1.22% 3 z52g �� TC� - - 6 252� 6' CD2 3 —1.42% CD2y25 A 11 A� — • F� 25�� 252g — o R=20.0 �Q TBC STA:3+37. 6 R20 00sss OFF:22.5b'R TBC STA:0+50.00 4 : - 4 10 �� OFF:22.50'R '� s �s l (0ti � a TBC STA:2+ �61 OFF: TBC STA:1+48.50 OFF:23.00'R J� 'x 8 / 8 � 2525 / N KEYNOTES: O2.5" ASPHALT PAVING CLASS III PLANT MIX PG58-28, 3/4" MIX DESIGN, ON 4" 3/4" MINUS AGGREGATE BASE COURSE, ON 14" 2" MINUS AGGREGATE BASE COURSE, OVER COMPACTED SUBGRADE — REFER TO GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED APRIL 20, 2019, AVAILABLE UPON REQUEST CDMATCH EXISTING ASPHALT. McDERMOTT ROAD IS CLASSIFIED AS A MINOR ARTERIAL ROADWAY. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY Q APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT—OF—WAY TO O MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: — \� 2536 MINOR ARTERIAL ROADWAYS SHALL BE A '' ^) SP-3, 0.50 INCH (2") MIX, PG 58-28 FIVE = O INCHES (5 ) THICK, AS A MINIMUM WITH 4 OF 3/4" BASE AND 25" OF 6" MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. Q OCONSTRUCT 6" VERTICAL CURB PER ACHD 2017 SUPPLEMENTAL SPECIFICATIONS STD F— O DWG SD-701 O = CDCONSTRUCT SIDEWALK PER ACHD 2017 Q SUPPLEMENTAL SPECIFICATIONS STD DWG Q 2532 SD-709 v ' 6 SAWCUT EXISTING ASPHALT — MIN 2' WIDE. UJ I..L O Q CONSTRUCT PAVEMENT MATCH PER ACHD — STANDARD NOTE 9 ON SHEET C1 .0. > UJ 0 ASPHALT REPAIR PER ISPWC AND ACHD 0:� SUPPLEMENTAL FOR STREET REPAIRS PER Q W — — — — _ SD-301 , SD-303 AND SD 806(MINIMUM O — — — — EkSTIN GRADE AT CROSS SLOPE o CENTERL.INE O CONSTRUCT VALLEY GUTTER PER ACHD 2017 \ SUPPLEMENTAL SPECIFICATIONS STD DWG 2528 SD-708 UJ— — — O CONSTRUCT PEDESTRIAN RAMP TYPE "G" PER ACHD 2017 SUPPLEMENTAL Z Q SPECIFICATIONS STD DWG SD-712G _ — CONSTRUCT PEDESTRIAN RAMP TYPE "C3" O PER ISPWC STD DWG SD-712C Q — — — — — — — — — — CD CONSTRUCT 3" ROLLED CURB PER ACHD FINISH GRADE T — — — — — 2017 SUPPLEMENTAL SPECIFICATIONS STD FLOWLI E — — — — — _ DWG SD-702 J 10 INSTALL TYPE II TERMINUS BARRICADE PER ACHD 2017 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-1132A 2524 11 INSTALL CURB TERMINUS PER ISPWC STD O DWG SD-707 DRAWN BY: AMC CHECKED BY: AMC 2520 ° `° N `° QD� DATE: 12/18/2020 coW � O O O c0 O M N c0 O 0) c0 � O O O o0 O cD 0) M 0 M O) 0� �6 C6 ^ cO (D cD CO 'i L6 Ln N (V N (V N (V N (V N L N L N L N Ln N N L N Ln N NLn N N N N N N N N N REVISIONS 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 # DATE Al --/--/---- # --/--/---- # --/--/---- Project No. R20126 S��NAL EN C,\STERFo �� McDERMOTT 6 ' PROFILE SHEET A 2/18/20�o OF �QP O�� ti/0 M . GC503 d- M W b I d I I I BLOCK 2 CO 1r'sT I I I I BLOCK 2 I BLOT 82 4" PVC LOT 9 BLOCK 2 0 C 12-1 rz T �1z sT I I I I I LOT 7 I SERVICE / LOT 10 - o 0 4" PVC MAIN STA: Z _ 0 BLOCK 2 BLOCK 2 I BLO K 12' 4 PVC I SERVICE 6+15 6.0 R / 4" PVC SERVICE < U -0 Cn � I LOT 4 LOT 5 I SERVICE I 40 2.00% MIN / MAIN STA: �To II I II LO I MAIN STA: I 5+7I9 6.0 R @ ° / + l ,.. o m - I 5+37 6.0 R I 40' 2.00% MIN INV. @END / 6 48 9.5 R O L T - _ @ 2523.00 43 2.00/o MIN D i BLOCK 2 II SERVICE I SERVICE I 140I @ 2.00% MIN @ @ / W �' c.� c BLOCK 2 � I I INV. @END / INV. END c� o LOT 2 I LOT 3 MAIN STA: MAIN STA: I IN25 3 660ND I 2523.20 I /4 2522.80 �"' E z 3+68 6.0 R 4+09 6.0 R I I I I I I O � c BLOCK 1 BLOCK 1 BLOCK 1 I 40' @ 2.00% MIN 40, @ 2.00% MIN I I 4 - w T � o LOT 2 LOT 3 LOT 4 I 4" PVCINV. @ END INV. @ END 4" PVC SERVICE II SERVICE 2523.50 2523.60 I - - - w 3 / MAIN STA: I MAIN STA: 4 I w w 6� - L Z 2+86 6.1 R 3+27 6.0 R +60 \/ I p p 4 PVC SERVICE ° I ° 6 w 5 5 15 T5 0 15 30 �_ r- z 40 @ 2.00/° MIN 40 @ 2.00/° MIN I w- 5+20 MAIN STA: 4 PVC SERVICE D INV. @ END I INV. @ END I N w 4+80 � N += 1+08 6.5 R MAIN STA: � O 2522.80 2523.20 w 3 M o 40' @ 2.00% MIN 1+50 6.5 R + m +4o Graphic Scale: ` o INV. END O v I N _ - SSMHA-3 oo � @ 40' @ 2.00% MIN 2522.50 INV. @ END Cn 4 a*p0 ___�- ----- �o Attention is Drawn to the Fact That Drawing Scales May be ON 2522.40 - - Altered During Reproduction Processes. Scales Shown ,v m SSMH A-4 Hereon are Based on a Full Scale Sheet Size of 24"x 36". r co Z /3k6° 3 \ 4" PVC SERVICE 4 C 4 MAIN STA: / Scale: 1"=30' frl N �� N \ 5+77 6.0 R S \ - s*Z° �� \\ 27' @ 2.00% MIN \�. .. - N NN P \ INV. @ END \ oN 6 cow `^ w w w w w w z+s0 \ 2523.50 k SEWER CALLOUT. 01 00 +40 0+ 0 1+20 1+60 2+00 � - + s° s \;L± SEWER PIPE SHALL BE BELL AND SPIGOT, PVC SDR35 MEETING ASTM 5 N SSMHA-1 \\ s \\ BLOCK 3 s° O 3034 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SsM A 3 3 _ _ A 4" PVC SERVICE V LOT 12 / SPECIFICATIONS. C, - \ MAIN STA: \ \ / -r 4 \ 5+02 0 R INSTALL SANITARY SEWER MANHOLE (SIZE AS SHOWN) PER DIVISION 11 _ \ 2T @ 2.00% MIN \ / G O 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 4" PVC SERVICE 4" PVC SERVICE 4 \\ VERIFY LOCATION AND DEPTH TO \\ I 4 I 4 MAIN STA: MAIN STA: I I � MATCH EXISTING SERVICE. •. O ADJUST AS NEEDED. O PROVIDE REQUIRED SEPARATION, SEE CITY OF MERIDIAN SEWER �� 2+90 6.0 R 3+26 6.0 R \ N 4" PVC SERVICE 4" PVC SERVICE 4 PVC SERVICE 4 PVC SERVICE 4" PVC SERVICE 4" PVC SERVICE \ / NOTES 2 & 3, SHEET C1.1 AND SUPPLEMENTAL SPECIFICATIONS. 27' @2.00% MIN 27' @2.00% MIN MAIN STA: MAIN STA: MAIN STA: MAIN STA: MAIN STA: MAIN STA: ) \ 1+13 6.5 R 1+61 6.5 R 2+14 6.8 R 2+56 9.5 R INV. @ END INV. @ END 3+62 6.0 R 4+13 6.0 R o INSTALL 4" SANITARY SEWER SERVICE 2.0% MIN. SLOPE PER o ° 2523.00 2523.20 ° ° \ @ ° ° 27 2.00% MIN 27 2.00% 58 2.00% MIN 61 2.00% MIN s` 5 27 @ 2.00/o MIN 27 @ 2.00/° MIN @ @ @ @ Os / / �ry O STANDARD DETAIL SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN INV. @END INV. @END INV. @ END INV. @ END INV. 3 END INV. @END BLOCK 3 \\ BLOCK 3 / SUPPLEMENTAL SPECIFICATIONS N 2522.20 2522.40 2522.60 2522.80 2523.30 2523.50 0 L 10 LOT 11 - I II I I � / I I I I \ BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 \ / 5 CONNECT TO EXISTING SANITARY SEWER AND PLACE MANHOLE IN O LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 \ / EXISTING LINE. O6 PROVIDE SLEEVE FOR CROSSING IN ACCORDANCE WITH CITY OF MERIDIAN SEWER NOTES 2 & 3, SHEET C2.0. AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS DETAIL SW1 & SW2. 2532 Z EXISTING GRADE FINISH GRADE O 2528 A > 0.56� 12" GRAVITY - - - - IRRIGATION LINE Q F- 2 � O 2 O 2524 0 2 � - 1 1 UJ Q 6 > LU o C-) w 2520 O 192'-8"PVC@0.40% o 2 1 V w LU z O 2516EO cd^o O n'3 g9ol ^y W PJ G v W Q(+O N SI Q N m>> U) � O 2 II II L�Q U U) Z nndxz J 2512 7 a N 2508 QNN j S II II L so a< EL» nC' ZZ 1 DRAWN BY: AMC PSG@�6610 CHECKED BY: AMC DATE: 12/18/2020 2504 6 REVISIONS # DATE 0 --/--/---- # --/--/---- 2500 z Project No. o R20126 co co 5S\�N eN�i N0 N �\STERFo ALTITUDE DR. DATUM ELEV Qo" ` _' 2496 000 N =-zz � � � � � � � � � � � � � N � � � o � M � o � � � � m N � � � 6 SEWER P&P co v, m N M � ro o N v N ( rn O n COo ro N m O N L o LO cor � � c6C6 m � 06 m � � � m0 � 0 0 0 �12/18/200 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N L L U / / (\ LL� L' ,!') L N L L' N Ln ,!') L L N N L' N L' ,!') L L L N N N Lo N L' -)N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NNN (//O OF \ G� 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+50 ��0 M • C6 ,00 d- T M 00 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 o 0 BLOCK 2 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 0 Q LOT 10 \ / QJ � � Cn O> o 4" PVC SERVICE 4" PVC SERVICE 4" PVC SERVICE 4" PVC SERVICE 4" PVC SERVICE 4" PVC SERVICE O � m MAIN STA: MAIN STA: MAIN STA: MAIN STA: MAIN STA: MAIN STA: CD c 6+63 7.6 R 7+10 6.0 R 7+51 6.0 R 7+91 6.0 R 8+30 6.0 R 8+60 6.0 R c� p 41' @2.00% MIN 40' @2.00% MIN 40' @2.00% MIN 40' @2.00% MIN 40' @2.00% MIN 49' @2.00% MIN '� n o INV. @END INV. @END INV. @END INV. @END INV. @END INV. @END j �J�l T � LJ o 2522.80 2522.60 2522.70 2523.10 2523.50 2523.60 < o m N CD 3 15 7.5 0 15 30 - ;Z 3 co CYi o a� s+s ,+2o w w60 w 8+00 w w 8+ao Graphic Scale: o = 3 w 00 Attention is Drawn to the Fact That Drawing Scales May be C CV GLIDER WAY a�o Altered During Reproduction Processes. Scales Shown SSMH A-5 e*92 Hereon are Based on a Full Scale Sheet Size of 24"x 36". T 6 c0 Scale: 1"=30' / SSMH A-4 s � � 5 SSMH A-3 0 � s o EWERCALLOUT S �� SEWER PIPE SHALL BE BELL AND SPIGOT, PVC SDR35 MEETING ASTM / o O 3034 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. CDINSTALL 48" SANITARY SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. CDPROVIDE REQUIRED SEPARATION, SEE CITY OF MERIDIAN SEWER NOTES 2 &3, SHEET C1.1 AND SUPPLEMENTAL SPECIFICATIONS. INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER OSTANDARD DETAIL SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS CIDINSTALL 4" SANITARY SEWER SERVICE CLEAN OUT PER SD-506 OF ISPWC AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. Z Q O Q �Do2 0 EXISTING GRADE > FINISH GRADE0,997, 2528 - m 0 12" STORM PIPE 0 v/ 2 2 UJ 2524 5 > LU 0 C-) LU6 pw 1 r o � PVC@0.40% v 166'-8"PVC@0.40LU 12 2U2T Z O �z n O N O M W NON O j� � a N O��N (O O N��N 1 N N O O Q N N N N il 2U D ��NM O'n SII IIL�O J a +N�NN U)< E '>> QNN II II V)V)d'S Z Z 2 II II s so U)F E'�>> U,K=Z Z DATUM UDUV 2512, 000 0 m v CO o o v 00 ro 00 ai CO m m m CO of 6) ai rn of N N N N N N N N N N N N N N N N N N N N LO N N N N N N N N N N 6+50 6+80 7+20 7+60 8+00 8+40 8+80 9+18.09 DRAWN BY: AMC CHECKED BY: AMC DATE: 12/18/2020 REVISIONS # DATE 0 --/--/---- # --/--/---- # --/--/---- Project No. R20126 SIGNAL EN �G�STERFa'�� GLIDER WAY 6 SEWER P&P 7 u 12/18/20�o ��E OF VIP NT M O 0 ZO n _ C) J O O> o O O co � O C'3 C F-' L z N jn Vf O � c W T o 15 7.5 0 15 30 ) Graphic Scale: `n Attention is Drawn to the Fact That Drawing Scales May be Altered During Reproduction r— o Processes. Scales Shown Hereon are Based on -C3 "ZJ- z a Full Scale Sheet Size of 24" x 36". N M o 0 c Scale: 1" - 30' WATER PLAN NOTES06 00 O O O N 1. ALL WATER MAIN AND SERVICE CONSTRUCTION 1- SHALL BE PER THE CITY OF MERIDIAN STANDARD � NOTES AND PER DIVISION 400 OF THE CITY OF ti MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 2, SEE SHEETS C6.0 TO CIA FOR SANITARY SEWER LL _ _ PLAN AND PROFILE. LLI — — TOP — w 3. CONTRACTOR TO WRITE LOT/BLOCK INSIDE SETTER O FOR EACH SERVICE. INSTALL TRAFFIC RATED LIDS. + _ TOP o ___ _ � — _________ -- TOP --------- _ WATER CALLOUT TOP TOP ------------------ � — TOP �CONNECT TO EXISTING WATER MAIN AND w I � _ _ TOP 8>, 1 w --- _ — SIZE AS INDICATED. TOP o� _ T0= _ TOP TOP + ° „�T --- ` MAIN.INSTALL C900 PVC WATER ---------- --- -- ---- 51' 8" 2 III I _-_----- --___--------- ------ LENGTH AND SIZE AS INDICATED. I III ____ ______ / 8 3 INSTALL 11.250 BEND (MJxMJ)AND THRUST TOP i _ BLOCK. w LL TOP SIZE AS INDICATED. TOP + INSTALL 22.50 BEND (MJxMJ)AND THRUST BLOCK. I I I I 1 � II I I III II I _ I I III II I I II II / / 8 5 SIZE AS INDICATED. MW INSTALL 450 BEND (M JxMJ)AND THRUST 12"sT BLOCK 2 s-f� 1z,s BLOCK BLOCK 2 LOT 10 / BLOCK. �z 2 2 o LO BLOCK 2 LOT 9 SIZE AS INDICATED. BLOCK 2 LOT 8 LOT INSTALL 1" POLYETHYLENE DOMESTIC O B LOCK 2 WATER SERVICE LINE PER STANDARD DETAIL —BLOCK 2BLOCK 2BLOCK 2 LOT 4 LOT 5 W1. LENGTH AS INDICATED LOT 2 LOT 3 v ) Q 7 I I I "'I 51 8 2 /I / O I 7 I I 18' 6 7 INSTALL 2" DOUBLE WATER METER & SETTER w o I I I I 11 18 6 / O PER STANDARD DETAIL SW3, W3, W6. � LL z + I I I I I - - / BLOCK 2 LIJLOT 11 8 EXISTING WATER MAIN. BLO K 11 BLOCK 1 � BLOCK 1 Q � I II I II 86 8 2 — / � O Q LO 2 LOT 3 LOT 4 1 W W \ \ O Cf)O I 7 I s PROVIDE REQUIRED SEPARATION, SEE Cl g" 3 w 6+0o TY 0 I II I W 5+60 8 5 � ' �, O OF MERIDIAN WATER NOTES 2 & 3, SHEET O 0 < I I 5+20 —ss s ' C2.0 � 0 z O I 1 1 8' 6 W- 4+80 -SS _ N I I / 4 40 SS 111' 8" 2 ss PROVIDE SLEEVE FOR CROSSING IN 12"x12"x8" 12 7 I y ss — — ACCORDANCE WITH CITY OF MERIDIANft� UJ ^/ Z — 8" 5 \ BLOCK 2 10 WATER NOTES 2 &3, SHEET C2.0. AND CITY LL Q , / 9 — 30' 6 LOT 12 OF MERIDIAN SUPPLEMENTAL 18 6 / / — w Q z 11 7 3�0o ss 10 \ 7 17' 6 SPECIFICATIONS DETAIL SW1 & SW2. 16 4 8" 2 / 9 1 \ NN � ' 0 W 8 s ° INSTALL FIRE HYDRANT ASSEMBLY PER 12" 1 13 6 _ o� X2o \ 11 STANDARD DETAIL W8 AND W9. 12 13 �, 9 \ (1) 8"x8"x6"TEE (MJxFLGxMJ) U w w w w + 3 4 kgo \ BLOCK 2 (2) 6" GATE VALVE (FLGxMJ) 0UJV� ALTITUDIf DRIVE w ss 1 � A �' � 101' 8" 2 LOT 13 / 66' 6 / \ N INSTALL TEE (FLGXFLGXFLG), GATE VALVE +40 0+80 1+20 1+60 2+00 2+40 12" 1 39, 8" 2 ss / °� \ 1 "x12"x8" 12 (FLGXMJ)WHERE INDICATED AND THRUST BLOCK. SIZE AS INDICATED. O —s ss ss ss ss s s—®� °V 9 _ 9 206' 8" 2 9 1 _ _ A V BLOCK 3 i 11 g" 13 �� N 30' 6 I I �� a A LOT 12 � � � � � 7 INSTALL GATE VALVE (MJXMJ)AND THRUST 8 �'� — — — �< \ BLOCK 2 8 13 BLOCK. SIZE AS INDICATED. 34 6 33' 6 1 7 ° 7 LOT 14 1 17 6 INSTALL WATER BLOW OFF WHERE 7 °\ / �Q ' ; 8" 14 INDICATED AND THRUST BLOCK. SIZE AS J INDICATED N i 1 1 \ BLOCK 3 / ti 71 8 2 BLOCK 2 1 1 o V LOT 11 / LOT 15 V / 8 4 BLOCK BLOCK 3 BLOCK 3 I LOT 10 — GM AC / 82' 3 1 1 LOT 8 LOT 9 1 1 1 7 BLOCK 2 DRAWN BY: AMC N BLOCK 3 BLOCK 3 BLOCK 3 O BLOCK 3 1 BLOCK 3 BLOCK 3 BLOCK 3 co LOT 16 CHECKED BY: AMC LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 1 LOT 7 I I I I I I CD- 0 � 44 82 DATE: 12/18/2020 REVISIONS # DATE + 8" 13 m 8„ 14 1 --/--/---- EL 00 Project No. R20126 S��NAL EN °SST°RFo °�� WATER PLAN EL W � 6 SHEET � � �12/18/20�0 , �9TF OF �QP O�� C7 . 0 °ti/0 M . ° / P I SYSTEM NOTES : IRRIGATION CA L LO U T O A DEG. ELBOW WITH CONCRETE THRUST BLOCK 12 PRESSURE IRRIGATION SLEEVE, C-900 PIPE �TNAMPA MERIDIANAS PER NAMPA& MERIDIAN IRRIGATION DISTRICT WHERE IRRIGATION LINES CROSS PUBLIC RIGHT l�l r STANDARDS ON SHEET C8.1. OF WAY. CO i PVC PRESSURE IRRIGATION LINE. SIZE AS ao IRRIGATION 1' 4" 1 INDICATED. SLEEVE IN C-900 PIPE WHERE 0 o 1. PRESSURE IRRIGATION OWNED BY THE HOME OWNERS IRRIGATION LINES CROSS PUBLIC RIGHT OF WAY. O 22.5 DEG. ELBOW WITH CONCRETE THRUST BLOCK INSTALL GATE VALVE WITH CONCRETE THRUST o _ ASSOCIATION. 7 AS PER NAMPA& MERIDIAN IRRIGATION DISTRICT 13 BLOCK AS PER NAMPA& MERIDIAN IRRIGATIONDISTRICT NOTES STANDARDS ON SHEET C8.1. DISTRICT STANDARDS U cn CONNECT NEW 4" PRESSURE IRRIGATION ,J � o �- 2. REDUCED PRESSURE BACKFLOW ASSEMBLY MUST BE O MAINLINE TO 8" PRESSURE IRRIGATION LINE 2 O -0 C m 1. THE NAMPA MERIDIAN IRRIGATION DISTRICT APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF INSTALLED BY AEGEAN ESTATES SUBDIVISION No. 1 O 11.25 DEG. ELBOW WITH CONCRETE THRUST 14 INSTALL IRRIGATION BOX PER ISPWC STD DWG a > � c - SHALL INSPECT ALL PRESSURIZED IRRIGATION ENVIRONMENTAL QUALITY AND MERIDIAN WATER BLOCK AS PER NAMPA& MERIDIAN IRRIGATION SD-619 i r T = o UNLESS A PROPERLY EXECUTED AGGREEMENT DEPARTMENT. INSTALL SERVICE STRUB AS PER NAMPA& DISTRICT STANDARDS ON SHEET C8.1. �w/ COE z FOR INSPECTION AND MAINTENANCE IS IN O MERIDIAN IRRIGATION DISTRICT STANDARDS SIZE y v p CD EFFECT PRIOR TO THE PRECONSTRUCTION AS 3/4" UNLESS OTHERWISE NOTED. T Q MEETING. FORTY-EIGHT (48) HOURS ADVANCE 3. COMMON AREA AND PRIVATE PRESSURE IRRIGATION 2 x2 x2 9 INSTALL TEE (FLGXFLGXFLG)WHERE INDICATED is �.s o is so ai c� N IS REQUIRED. MAINLINES SHALL BE LOOPED TO PROVIDE MULTIPLE AND THRUST BLOCK SIZE AS INDICATED. c � NOTICE 2. REFER IS NAMPA MERIDIAN IRRIGATION CONNECTIONS TO THE PI DISTRIBUTION MAIN VIA LOCATE MANUAL DRAIN VALVE AT LOW POINT IN Graphic Scale: - PROVIDED SERVICE TAPS. 4 MAINLINE, AS PER NAMPA& MERIDIAN IRRIGATION DISTRICT"PRESSURE URBAN IRRIGATION O O PROVIDE REQUIRED SEPARATIONS SEE CITY OF _ DISTRICT STANDARDS ON SHEET C8.1. 10 Attention is Drawn to the Fact That Drawing SPECIFICATIONS" FOR ADDITIONAL INFORMATION MERIDIAN WATER NOTES 2& 3, SHEET C2.0 Scales May be Altered During Reproduction o AND REQUIREMENTS. 4. COMMON AREA CALCULATED AS 35.814 SF. Processes. Scales Shown Hereon are Based on ti z 90 DEG. ELBOW WITH CONCRETE THRUST BLOCK a Full Scale Sheet Size of 24" x 36". CIDAS PER NAMPA& MERIDIAN IRRIGATION DISTRICT 11 AIR RELEASE VALVE, AS PER NAMPA& MERIDIAN t C'i o STANDARDS ON SHEET C8.1. IRRIGATION DISTRICT STANDARDS ON SHEET C8.1. Scale: 1" = 30' 13 2 ` > � oo 100' OF 30" CMP @ 0.10% TO BE 12" FLARED END SECTION 3 INSTALLED UPON DEVELOPMENT OF 30" FLARED END SECTION INV. = 2522.50 T THE PARCEL TO THE NORTH INV. = 2515.3 13 co ti a "30"ST ST 30"ST COORDINATE WITH NMID FOR TIMING OF III III 475' 4" 1 BORE UNDER I III III I EXISTING CANAL III III 3 30" FLARED END SECTION I III III I 96' 4" 1 INV. = 2515.2 III 12 8 I III III I 13 3 5' 4" 1 I III 152' 4" 1 7ff3 I III - - - - -III 1" 1 RIGATION 3 7 MN/ 4 SER ICE 5' 4" 1 \T7 3 BLOCK 2 4"x4"x4" 9 7 3 BLOCK 2 BLOCK 2 LOT 8 LOT 9 5 11' 4" 1 BOCK 2 LOT 7 BLOCK 2 3 OT 6 LOT 10 BLOCK 2 BLOCK 2 BLOCK 2 1" IRRIGATION BLOCK 2 LOT 3 LOT 4 LOT 5 SERVICE LOT 2 D BLOCK 2 Li N LOT 11 BLOCK 1 BLOCK 1 BLOCK 1 Q Cn LOT 2 LOT 3 LOT 4 U) o p w w Q 3 w� s 5 � 24 9' 4" 1 N "� ss ss s zW-W S7 Q ss------- ss ss s O BLOCK 2 o LOT 12 - z 6 Ix / gS 13 " 285' OF 12" N N SS NN RCP @ 2.11 S / S/ 363' 4" 1 0 w w w w w w w w_11� SS N BLOCK 2 F- O INV: 2515.0 10 / BLOCK 3 N ZZ LOT 13 3 = W ALTITUDE DRIVE SS N N O S 0 SS.- ss ss ss LOT 12 Q s ss ss s ! ^ 12 3 G/ BLOCK 2 L U �/ Q 13 LOT 14 - 50' OF 12" RCP @ 14 3 . 12" INLET > UJ INV 2528.50 Q � o G� OLU 1.00% 1" IRRIGATION �a NN S SERVICE o 93' 0 2" RCP @ � 1.00� BLOCK 3 BLOCK 3 BLOCK 3 0 3 BLOCK 3 � v LOT 4 LOT 5 LOT 6 BLOTK73 0 �� ZZ BLOCK 2 CONNECT TO LOT 11 ARTESIAN WELL LOT 15 3 UJ N 4"x4"x4" 9 S Z O BLOCK 3 BLOCK 3 �BLOCK3 LOT 3 LOT 8 LOT 9 BLOCK 3 Z ^ O LOT 10 L.L LOCK 3 BLOCK 3 � BLOCK 2 11 O T LOT 16 1 LO LOT 2 3 3 3 3 3 " 1 4"x4"x4" 9 14 765' 4" 1 - � s 12 5' 4 7 13 13 13 13 1" IRRIGATION SERVICE CONNECT EXISTING 10 INV. = 2526.96 TO BE CMPLETE AND PERFECT IN EVERY PRESSURIZED IRRIGATION NOTES IRRIGATION CONSTRUCTION NOTES 12. THE ENTIRE SYSTEM SHALL BE FOR APERIO OF ONE YEAR OMTRHE DATE OF ITSAOCEPTANCE. REPAIR ORREPLACEMENTIOF 1. INSTALL FINDER TAPE WILL ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, 7. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE PRESSURE IRRIGATION 1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION ANY DEFECTS OCCURRING WITHIN THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. DRAWN BY: AMC METALLIC IN COLOR, WITH THE WORDS "DANGER-UNSAFE WATER" OR"NON-POTABLE WATER" MAINS TRAVERSE A SIDE LOT LINE IN ORDER TO CROSS A STREET, THE DOMESTIC WATER OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S 13. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START CHECKED BY: AMC CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE RESPONSIBILITY. SERVICE AND PRESSURE IRRIGATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. UP OF THE SYSTEM DURING THE WARRANTY PERIOD. 8. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY (150) POUND PER SQUARE 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND 2. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING ELECTRICAL ENGINEERING SHEETS. SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. INCH (PSI) 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL, AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE DATE: 12/18/2020 "DANGER-UNSAFE WATER" (OR EQUIVALENT). 9. THE NAMPA AND MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED IRRIGATION 3. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT PERMISSION OF THE OWNER. 3. LABEL ALL VALVE BOXES AND VAULTS WITH THE WARNING "DANGER-UNSAFE WATER" OR PRIOR TO THE PRECONSTRUCTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS HARD SURFACES WITH RESPECTIVE CONTRACTORS. 15. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY REVISIONS "NON-POTABLE WATER", AND LOCATE THEM A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC REQUIRED. 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND RIGHT-OF-WAY. 10. IRRIGATION PIPE SHALL BE GASKETED PVC ASTM-D2241 CLASS 200, SDR-21 OR BETTER. OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF PROVIDE NECESSARY ADJUSTMENTS. # DATE 4. THE HORIZONTAL SEPARATION OF WATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN (10) 11. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS AND/OR PUMP SLEEVES SHALL BE TAPED OR CAPPED AND MARKED WITH A 2"X4" PAINTED STAKE EXTENDING TO 16. ALL MAIN LINE FITTINGS SHALL BE DUCTILE IRON PUSH ON TYPE MEETING NMID STANDARDS FEET, WHERE IT IS NECESSARY FOR SEWER (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) OUT STATIONS AS SHOWN ON PLANS. 24"ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS UNLESS NOTED FOR LATERAL SERVICE. AND WATER LINES TO CROSS EACH OTHER, AND THE SEWER LINE IS LESS THAN EIGHTEEN (18) 12. TRENCH BACKFILL FOR PIPELINES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE COMPACTED TO COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE OF 17. IRRIGATION CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS # --/--/---- INCHES BELOW OR ABOVE WATER MAIN, THE SEWER LINE SHALL BE CLASS 200 ASTM D-2241 PVC TYPE A BACKFILL REQUIREMENTS PER ISPWC SECTION 306 AND SHALL MEET ADA COUNTY PAVEMENT. PROVIDE COMPACTED BACKFILL AS NECESSARY AT HARD SURFACE LOCATIONS. OPERABLE DURING CONSTRUCTION. PIPE WITH WATER-TIGHT JOINTS, OR EQUAL CONSTRUCTION FOR A DISTANCE OF TEN (10) FEET 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. # ON BOTH SIDES OF WATER LINE IN ACCORDANCE WITH SECTION 550.06 OF THE IDAHO RULES FOR HIGHWAY DISTRICT (ACHD) REQUIREMENTS. PIPES SHALL BE BEDDED PER ISPWC SECTION 305 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE APPLICABLE. VERIFY TYPE OF 18. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLACED WITH NEW PRODUCTS OF EQUAL OR GREATER VALUE BY THE PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). ONE FULL LENGTH OF BOTH WATER AND METER AND INSTALLATION REQUIREMENTS WITH MUNICIPALITY OR WATER DISTRICT. IRRIGATION CONTRACTOR, AT NO EXPENSE TO THE OWNER. PfOJ@Ct NO. SEWER LINES SHALL BE CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR 7. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C, STATE CODES, LOCAL CODES, AND 19. CONTRACTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING OPERATIONS TO R20126 FROM THE CROSSING AS POSSIBLE IN LIEU OF CONSTRUCTION OR RECONSTRUCTING THE SEWER MANUFACTURER'S RECOMMENDATION. ENSURE HEAD TO HEAD COVERAGE AND TO BE FLUSH WITH NEW FINISH GRADES. GNAL E TO CONFORM TO WATER MAIN STANDARDS, THE WATER LINE MAY BE SLEEVED IN CLASS 200 PVC 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE 20. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE SS G�STER�%F FOR A DISTANCE OF TEN (10) FEET ON BOTH SIDES OF THE CROSSING. SURFACE AS A RESULT OF TRENCHING OPERATIONS. CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. �� F� �� IRRIGATION 5. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE 9. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL 21. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL. POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. (CALL WATER DEPARTMENT REQUIREMENTS. 6 PLAN SHEET TO VERIFY THAT THE DEVICE IS APPROVED FOR USE IN THE CITY). 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, CODES, AND LOCAL LAWS AND u12/18/200 6. INSTALL ALL CROSSINGS OF THE RIGHTS-OF-WAY WITH PRESSURE IRRIGATION AT A MAXIMUM ORDINANCES. 7 DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C900 PIPE SLEEVE WITH LOCATOR 11. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING ON MYLAR AND IN E OF WIRE. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT CROSSINGS PRIOR TO BACKFILLING. PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. C8 ,00 AT 1MM_ `MJ W 2 z Q U U J °� o 0 1 3" SDR 21" PVC RISER EXTEND 18"ABOVE GROUND GRAVEL SURFACE PAVED SURFACE Q 72 m 2 3" X 4" X 6" CINDER BLOCK (OR EQUAL) U 5 — 5/8" MINUS GRAVEL 2" AC PAVEMENT, CLASS G, FURNISHED AND DOMESTIC WATER METER ii TT TT 3 4" X 3/4" SADDLE MINIMUM MIN. DEPTH PLACE IN ACCORDANCE WITH APWA SEC BOX COVER OBLITERATE 20 PVC y 4 4" MAIN LINE MINIMUM 34. AS REQUIRED BY CONTROLLING WORDS "WATER METER" No a� NATIVE MATERIAL AS CALLED FOR IN AGENCY. MIN. OF 2" FORD No. K43 CAST IRON �.L.1 T L) o 5 3/4" POLY PIPE 200 PSI 13 THE SPECIFICATIONS COMPACTED TO NEAT PAVEMENT CUT. WITH 13 1/2" LOCKING LIDS ai Cn 6 6" X 3/4" 200 PSI POLY 18"ABOVE GROUND = 95% IN ACCORDANCE WITH ASTM D APPLE CCS-1 \\/\\/\\/\\/\\/\\/\ /\\/\\/\ C 7 3/4" BRASS COMP. COUPLINGS 10 12 = 698• EMULSIFIED ASPHALT TO JOINTS PRIOR TO - - r r r REPLACING PAVEMENT 0 0 8 3/4" BRASS CURB STOP 11 ao = r r 9 ROCK CHIPS _ 36"MIN.WITHIN rr rr rr UNDISTURBED \ 1 1/2" CURB STOP cn } 00 10 3" FEMALE ADD. 1 = COUNTY STREET R.O.W. rr rr \�/% \\// /% /\�//\� BALL VALVE SUCH ` L rrr rrr rr COMPACTNUS ED O 95 o GRAVEL / \//\ \//��/j� B 11 AS F 66S W 4- o ORD 11 LOCATOR WIRE 7 � ° 12 3" PVC PLUG 6 r r IN ACCORDANCE �\ c\J 13 MARKER STEEL "T" POST 3 WITH ASTM D 698 \/,\\\\ \\// \/,\\/ T 2 /\�/ / /\�/ 4 PIPE BEDDING AS CALLED //\\// \//\\//� //\\//\ co 5 o FOR IN THE SPECIFICATIONS / \//\\//� //\\//\ ti 8 AND COMPACTED TO 95% IN 9 ACCORDANCE WITH ASTM D 1 1/2" 698. BRASS "MODIFIED" CLASS 200, SDR 21 PIPE ��\//�\//� MIN 1 CU. YD. PVC PIPE \�\/� j DRAIN ROCK TO TYPE ARISER 8„ $„ \\'�\.,;� , , , , , , , , , , .,,.'� BOTTOM OF VALVE LONG SIDE SERVICE MAX n MAX \\� FOR SUPPORT --NTS-- MANUAL DRAIN VALVE SINGLE FAMILY RESIDENT STREET CROSSING NAMPA & MERIDIAN IRRIGATION DISTRICT NAMPA& MERIDIAN IRRIGATION DISTRICT NAMPA& MERIDIAN IRRIGATION DISTRICT 1 3" SDR 21" PVC RISER EXTEND 18"ABOVE GROUND 2 3" X 4" X 6" CINDER BLOCK (OR EQUAL) DOMESTIC WATER METER I I I- 3 4" X 3/4" SADDLE MINIMUM BOX COVER OBLITERATE AIR RELEASE VALVE 1 1/2" =I I I=I —1 II—I�I—I FINISH GRADE 4 4" MAIN LINE MINIMUM WORDS "WATER METER" 200 PSI RATER OR ICI—III—III Q FORD No. K43 CAST IRON EQUIVALENT —III=III=I 5 1/4" LOCKING LID WITH LIP 5 6" X 3/4" BRASS NIPPLE 12 WITH 13 1/2" LOCKING LIDS =III�I I II LABELED IRRIGATION. O 6 6" X 3/4" 200 PSI POLY 18"ABOVE GROUND = \\\\\\\\\ \j,\\j,\\\ J II ADJUSTABLE CAST IRON VALVE 7 3/4" BRASS CURB STOP 9 11 w I BOX WITH SLOTTED BASE BY 8 ROCK CHIPS 10 00 = /\\�\\�\\�\\�\ \j\\j\ / 20" PVC a TYLER OR APPROVED EQUAL. BELL X BELL MECHANICALLY 9 3" FEMALE ADD. _ //\ \ \ \ FI SELF-RESTRAINED, RESILIENT El I 10 LOCATOR WIRE _ WEDGE GATE VALVE. INSTALL PER 1 /\\/\ \\\/\\/ I I=I MANUFACTURERS 11 3" PVC PLUG 3 /�\/ //�\// /� N \// /�\/ IIF RECOMMENDATIONS AND NMID Q 12 MARKER STEEL "T" POST PA a 5 </,</, \\�\/�\/ �I I II II STANDARDS O 2 0 PVC D CONCRETE THRUST BLOCK Lu Q "MODIFIED" /\ \ \ \ \ MIN 1 CU. YD. MAINLINE — \\\\\ \\\\ DRAIN ROCK TO WITH REBAR ANCHORS � Lu BOTTOM OF VALVE — ° ° TYPE A RISER \��\�� \�'�\�'� ° ° D \\ \\,\\,/\\,/\\,//,//,//,//,//,//,/\\ \ FOR SUPPORT Dp° ° D °D D D ° O 0 Lu SHORT SIDE SERVICE o :E --NTS-- AIR RELEASE VALVE MAIN LINE ISOLATION VALVE u SINGLE FAMILY RESIDENT NAMPA & MERIDIAN IRRIGATION DISTRICT ]:E NAMPA& MERIDIAN IRRIGATION DISTRICT NAMPA& MERIDIAN IRRIGATION DISTRICT w Z � n O 1..� O J O O O O O O O O O 10 1 THROUGH LINE CONNECTION, TEE DRAWN BY: AMC 2 THROUGH LINE CONNECTION, CROSS USED AS TEE CHECKED BY: AMC 3 CHANGE IN LINE SIZE WITH REDUCER 4 DIRECTION CHANGE, CROSS USED AS ELBOW DATE: 12/18/2020 5 DIRECTION CHANGE 90° ELBOW 6 DIRECTION CHANGE, TEE USED AS ELBOW REVISIONS 7 DIRECTION CHANGE # DATE 8 THROUGH LINE CONNECTION, WYE zi 9 VERTICAL DIRECTION CHANGE, BEND ANCHOR, SEE NOTE BELOW 10 VALVE ANCHOR, SEE NOTE BELOW NOTE: IF THRUST, DUE TO HIGH PRESSURE, ARE EXPECTED, ANCHOR VALVES AS Project No. SHOWN IN DETAIL#10, AT VERTICAL BENS, ANCHOR TO RESIST OUTWARD THRUSTS. R20126 S��NAL ENC THRUST BLOCKING OSTER IRRIGATION NAMPA& MERIDIAN IRRIGATION DISTRICT 6 .: DETAIL SHEET �pl2/18/20�0 OF OP 0 /0 M . C801 1 N AT 1MM_ `MJ W 2 0 $g � U 30"S I I�ST� < V Cn 1ST-UT-- III I I 20 � 72 � m I - I I III III I TOP w INSTALL FLARED END I III III \ o o °' c TBC. 2 527.85 SECTION WITH RIP RAP I �I� III I - _- \ k \ ,s �.s o is 30 w T U o INV: 2,2520.3 OP III III ----- \ N INV: 2,524.85 - `� �' Q - ---------------- I � I it I - N Graphic Scale: Cn _ TOP ----- - - \ \ a� 3.5% 48' 1 _ _ - I_ 1_I� - � III I I � � �• _---- o \ ° ° \ \ Attent'on s Drawn to the Fact That Drawing 3 I III + III 13 !/ a 1 \ Scales May be Altered During Reproduction 0 _ --- III III TBC. 2 525.25 ° A Processes. Scales Shown Hereon are Based on a z - TBC: 2 525.25 / a Full Scale Sheet Size of 24" x 36". --- I III •- - --- III I I 5 / � �� \\ � NN �� i co o 5 III - , i ° ° a _ _ Scale: 1 - 20 ` > L INV: 2,522.11 W TBC- 2,525.00 I ° a� / \ i iE co 2i - o 9 a) c� 12^S / / \ / 5� X INV 2,522.00 a V / 12 ST 12' ST ° DRAINAGE CALLOUT CD T 12„STD 1.5%73 ---- ,z„sT�,z°sT I � " � � � � v v T 12 sT \ 120 1 INSTALL 12" SDR35 STORM SEWER LENGTH p 0 \ 0.5% 30 1 4 + 0.5% 28' 1 Y Z AND SLOPE AS INDICATED IM:(:2,5:24.70 0.5% 124' 1 N \\ 2 INSTALL TYPE IV INLET CATCH BASIN PER I :IN O ACHD SUPPLEMENTAL SPECIFICATION 2,521.48 / / Q SD-604a. .5% 1 1 I P ELEV A: 2,521 .42 o INSTALL TYPE I INLET CATCH BASIN PER / 3 - 9 ELEV B: 521 .32 cp 2, ACHD SUPPLEMENTAL SPECIFICATION \ SD-601. / J N ELEV C: 2,520.82 \ ELEV A: 23.38 / 41 'L N ELEV D: 2,521 .22 \ ELEV B: 2�523.28 / \ 1 0 \ ELEV C: 2,522.88 / / 4 INSTALL STANDARD CONCRETE CATCH � \ E EV D: 23.18 O MANHOLE PER ACHD SUPPLEMENTAL 0.5% 10' + \ / SPECIFICATION SD-611. �s Y 3 � 5 INSTALL TWO (2) TYPE IV INLET CATCH BASIN PER ACHD SUPPLEMENTAL SPECIFICATION TBC: 2,527.50 0 1 SD-604a. SEE DETAIL A z 7 O_ _ _ _ _ _ _ 1 INV: 2,523.50 ccCONSTRUCT SEEPAGE BED PER ACHD 61 w 02017 STORMWATER DESIGN GUIDELINES 0.5% 23 , 1 SECTION 8200 STANDARD DRAWING BMP 20. CONTRACTOR TO COORDINATE WITH o o ACHD FOR INSTALLATION OF ELECTRONIC MARKERS AT THE CORNER OF THE co z N \ Co SEEPAGE BED. SEE DETAIL 1 co O 0.5% 5' 1 \ INSTALL MONITORING WELL PER ACHD o -- - - ----- - ---- _ O 2017 STORMWATER DESIGN GUIDELINES 7 00 SECTION 8200 STANDARD DRAWING BMP V00 20 AND STANDARD DRAWING DETAIL 06. C)z INTERNAL WELL SHALL BE INSTALLED 5 O FROM THE END AND EDGE OF THE BED. \ / \ OUTSIDE WELL SHALL BE INSTALLED A MINIMUM OF 20' FROM THE PERIMETER v OF THE WELL O TBC: 2,525.00 O CONSTRUCT SEEPAGE BED PER ACHD w w ww wwww w2+63 8 2017 STORMWATER DESIGN GUIDELINES w w +►�- ry SECTION 8200 STANDARD DRAWING BMP Q 0+40 0+80 1+20 1 +60 20. CONTRACTOR TO COORDINATE WITH cn 2+40 ACHD FOR INSTALLATION OF ELECTRONIC Q 2+00 MARKERS AT THE CORNER OF THE INV: 2,522.50 = s SEEPAGE BED SEE DETAIL 2 O Q ss ss Ss SS ss ss ss ss ss SS � Q W ALTITUDE DRIVE INSTALL 1 ,000 GAL. SAND AND GREASE CI� :2 - ,2"ST C TRAP PER ACHD 2017 STORMWATER _ INV: 2,522.50 DESIGN GUIDELINES SECTION 8200 w I..L Q STANDARD DRAWING BMP 01 . ELEVATIONS -. _ - - - - - - - - T AS SHOWN. w G� INV: 2,522.00 SEEPAGE BED NOTES: RECONSTRUCT DRIVEWAY. CONTRACTOR Q W N N • V100: 3,522 CU.FT. TO COORDINATE WITH HOMEOWNER FOR 10 0 col • DESIGN INFILTRATION RATE: 6 IN/HR MAINTAINING ACCESS TO THE PROPERTY U 1 U • ENGINEER MUST VERIFY THE INV: 2,522.00 INFILTRATION RATE AFTER THE FACILITY SEEPAGE BED 2 DETAILS IS FULLY ]:E I I N I I • CONTRACTOR SHALLDNOTIFY ENGINEER w co IMMEDIATELY IF GROUNDWATER IS 1.8% 308 1 DETAIL A V1 ENCOUNTERED WITHIN 5-FEET OF THE Q BOTTOM DESIGN ELEVATION FOR ANY DESIGN 3 INFILTRATION RATE: 6 IN/HR INFILTRATION CU.FT. SEEPAGE BED 1 DETAILS INFILTRATION FACILITY I I 15.0' CL O Co V100: 1,686 CU.FT. FINISH GRADE o FINISHED GRADE EL 2,528.00 DESIGN INFILTRATION RATE: 6 IN/HR MIN. 0.5' J 2.0 TOP OF GRAVEL EL: 2,526,00 co N I I I 15.0' 9.0' 6.0' PIPE INVERT EL: 2,523,95 FINISHED GRADE FINISHED GRADE EL 2,524.2 ROTTOM OF 2" DRAIN ROCK EL: 2,520.00 2 0' MIN. 0.5' 1 0 BOTTOM OF C33 SAND ON POORLY TOP OF GRAVEL EL: 2,522.2 N >4' GRADED GRAVEL EL: 2,519.00 co PIPE INVERT EL: 2,520.17 6.0' 3.0' MAX HSGW MORE THAN 15' TOM OF 2" DRAIN ROCK EL: 2,519.20 BGS PER GEOTECHNICAL SEEPAGE BED NOTES: 1 .0' REPORT BY SITE CONSULTING, DRAWN BY: AMC BOTTOM OF C33 SAND ON POORLY ___ _ • V100: 1,686 CU.FT. >4 GRADED GRAVEL EL: 2,519.2 LLC CHECKED BY: AMC • DESIGN INFILTRATION RATE: 6 IN/HR ° o 0 0 0 0 ° ° ° a • ENGINEER MUST VERIFY THE a a o 0 0 0 0 0 0 0 0 INFILTRATION RATE AFTER THE FACILITY MAX HSGW MORE THAN 15' DATE: 12/18/2020 IS FULLY EXCAVATED BGS PER GEOTECHNICAL 81 • CONTRACTOR SHALL NOTIFY ENGINEER REPORT BY SITE CONSULTING, N 10 IMMEDIATELY IF GROUNDWATER IS LLC REVISIONS ENCOUNTERED WITHIN 5-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INSTALL NON WOVEN # DATE US 120 INFILTRATION FACILITY FABRIC 66' 18" PERFORATED PIPE US 20NW OR 0 MATCH EXISTING DITCH --/--/---- APPROVED EQUAL # FLOWLINE r J4 J4 J4 J4 J4 JW JW JW JW M # --/--/---- INSTALL FLARED END INSTALL NON WOVEN MONITORING WELL SECTION INV: 2,527.6 GEOTEXTILE FABRIC Project No. 18" PERFORATED PIPE US 120NW OR R20126 APPROVED EQUAL MAX HSGW PER 4 �S\ONAL*5m*99999 ENc MONITORING WELL GEOTECHNICAL REPORT 5 ��O�STERFO �� STORM PLAN 6 SHEET ,A 2/18/20�o MAX HSGW PER �-4 /' OF GEOTECHNICAL REPORT 5 0ti/0 M G d- N T ti CY) CEO 0 ZO n _ C) J O O> o O CD �--' co � O CD C Ez CITY OF MERIDIAN STREET LIGHT NOTES W o 15 7.5 0 15 30 § f Graphic Scale: 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE cn 3: - IN ACCORDANCE WITH THE CURRENT VERSION OF Attention is Drawn to the Fact That Drawing THE ISPWC, THE MERIDIAN SUPPLEMENTAL Q — Scales May be Altered During Reproduction SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL o 0 Processes. Scales Shown Hereon are Based on ELECTRIC CODE. z a Full Scale Sheet Size of 24" x 36". NCO 0 _ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE ` .> � Scale: 1" = 30' - OPENED PRIOR TO STARTING WORK. USE THE op ONLINE CITIZEN PORTAL AT Cn oN HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. r c0 c0 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE ~ CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. ------ ---- 4. w -__ STREET LIGHT BASES SHALL BE LOCATED 10' MIN. I I 1 - --- - FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' -- MIN. FROM WATER METERS. o -- o — + - _ ---------------------- ------ ---------_------- TOP 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX ---------- _------ --- -__ LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING -- TOP ---- TOP ----- ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO ---------- --- THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR ----------- ----------------- -------------- - -- TO REQUESTING FINAL INSPECTION. -------------------- ---------- ----- --------- ---- -------------- ------- I IIIIII__- o �IIIII�{II LI 1s 30"S f ----- — - - - — - / 6. CONTACT THE CITY TRANSPORTATION RTAT ION AND UT IL ITY -------- -----------------�3Er ST COORDINATOR 208898 5500 FORQUESTIONS -- REGARDING UTILITY CONFLICTS OR T ACCESS - --- LOCKED METER PEDESTALS. - - -- --- - o III I I I I I / WATER CALLOUT I I II I I I III _ _ _ _III I 77 I CMW I II I II II II INSTALL TYPE 1 STREET LIGHT (POLES TO BE I I I / BLOCK 2 // O ROUND STEEL POWDER-COATED BLACK PER II BLOCK 2 BLOCK 2 THE SUPPLEMENTAL SPECIFICATIONS), AND I I o I I I LOT 6 I BLOCK 2 I LOT 9 / LOT 10 / CONFORM TO SUPPLEMENTAL Z + I I I BLOCK 2 I LOT 8 I / / SPECIFICATIONS DRAWING T1 UNLESS Q I I I LOT 7 I / / OTHERWISE DIRECTED BY THE CITY OF I I / MERIDIAN TRANSPORTATION & UTILITY O I I / IBLOCK 2IBLOCK 2 BLOCK 2 II / COORDINATOR. INSTALLATION SHALL BLOCK 2 LOT3 LOT 4 LOT 5 CONFORM TO THE CITY OF MERIDIAN P UB LIC V) LOT 2 WORKS DEPARTMENT DESIGN STANDARD O / 2016, SECTION 6. II I I I II I I 2 w o I L z + I I I I I — — / BLOCK 2 INSTALL 25'TYPE II STREET LIGHT (SQUARE Q I I I II _ — // LOT 11 O STEEL WITH BRONZE POLYESTER COATING) Q BLOCK 1 BLOCK 1 BLOCK 1 I \ AND BASE PER CITY OF MERIDIAN STANDARD LOT 2 LOT 3 LOT 4 Cn I I I I — 00 / DETAIL T2 AND T3. INSTALLATION SHALL O o I I I 5+60 6+ 6�10 CONFORM TO THE CITY OF MERIDIAN PUBLIC _ o ~ I I I 5+20 WORKS DEPARTMENT DESIGN STANDARD O Q Q Q 4+80 2016, SECTION 6. I I I z o I I 4+40 INSTALL STREET SIGN WITH "STOP SIGN" II y ��00 — — 4 Z O BLOCK 2 O(MUTCD R-1) w Q LOT 12 — g I 0 — — INSTALL STREET SIGN UJ I - Q w �k2o U +63 2�86 �� BLOCK 2 0+00 0 40 0+80 1+ WW ALTITUDE DRIVE +40 \ LOT 13 20 1+60 2+00 2 LU BLOCK 3 LOT 12 o -r — \ vv k BLOCK 2 1 \ \ / LOT 14 I I I I I I �� — o \ BLOCK 3 / / co BLOCK 2 o \ LOT 11 / LOT 15 I� BLOCK 3 BLOCK 3 BLOK 3 LOT 10 \ / LOT 8 LOT9 o o + DRAWN BY: AMC 00 BLOCK 2 CHECKED BY: AMC �BLOCK13� BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 LOT 16LOT LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 I I I I I I I DATE: 12/18/2020 I I I I I REVISIONS 8+80 # DATE 8+9 2 0 7 --/--/---- ## --/--/---- ## --/--/---- Project No. R20126 S�ONAL EN c,\STERFo �� LIGHTING & 6 SIGNAGE 7 1)]2/18/20�o OF \QP C1000 /0 M .