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HomeMy WebLinkAboutConstruction Drawings DEVELOPER � o Mo 0 o SANDROCK DEVELOPMENT. 0 oQ CONSTRUCTION DRAWINGS m 1468 JAMES RD o U-1 -i GARDNERVILLE, NV 89460 00 CONTACT: FOR W PINE AVE m m 0 LU LARRY JACOBSON M z W o EMAIL: LARRY@SANDROCKDEVELOPMENT.COM m PHONE (801) 201-3666 "IATION SUBDIVISION PURDAM GULCH z SURVEYOR 1 1 DRAIN o o LOCATED IN THE W /2 OF THE SW /4 OF SECTION 10 T■3N ■, R. 1W., B■ M ■, o SITE IDAHO SURVEY GROUP ADA COUNTY IDAHO Q I`�I 9955 EMERALD ST, 0 W AVIATOR ST BOISE, ID 83704 May 2023 I Q z PHONE: (208) 846-8570 I m z ENGINEER I W FRANKLIN RD KEITH SCHNEIDER EMAIL: STRONGWAY54@GMAIL.COM - - - PHONE: (406) 531-6954 I LEGEND Primary Owner: UNION PACIFIC RAILWAY SITE BOUNDARY Vicinity Map PROPOSED NEW NMID EASEMENT NOT TO SCALE PROPOSED GRAVITY PIPE AND MANHOLE PROPOSED GRAVITY PIPE HEADWALL EXISTING NMID EASEMENT �T JL TOB EXISTING TOP OF BANK BLOCK 1 O - > - - > - - EXISTING PURDAM GULCH DRAIN FLOW LINE ICI EXISTING NMID PUMP HOUSE ACCESS EASEMENT tT EXISTING NMID PUMP HOUSE _ <" I /; � IR EXISTING IRRIGATION PIPE C) >• W TOPEKA STREET J Q EXISTING PURDAM GULCH DRAIN WEIR CURB & GUTTER ` �- - . - Q RIGHT-OF-WAY - - - - Co ACHD SIDEWALK EASEMENT .'• -- _ Sys..^_:• •\ BLOCK 1 FUTURE LOT LINES 2 I 1 18 I 23 I Q (� 0 25 50 100 150 ' LANDSCAPE BUFFER EASEMENT :Y I A -I r - , 25 I- -I 24 - - O .....• . :: ` BLOC SIDEWALK K 1 / SCALE 1 - 50 V..' z PAVEMENT J I I 2 1 7 a J -2540 2539- - EXISTING CONTOURS U) 2540 W 3 O ; W LOS ALAMOS LN(PRIVATE) -2539 PROPOSED CONTOURS I BLOCK 2 16 y UP EXISTING UNDERGROUND POWER a I ZO •; = _ -22 SHEET LIST TABLE EXISTING WATER MAIN O 15:; ' 4 I `' ' I I Sheet Number Sheet Title a N 0,- I I CO.0 COVER WATER MAIN AND VALVE W Z I '' ' '�'''''" ' w� CO.1 NOTES > /--® PROPOSED WATER SERVICE O w I 5 Q W ' C1.0 EXISTING FEATURES EXISTING FIRE HYDRANT M U 14 I ¢ d ,�• PROPOSED FIRE HYDRANT E z �_. C2.0 SITE PLAN > C3.0 W_ :r -� I I GRADING PLAN W r .<.; •.. : •.:•• ::. z \ Z - -j21 C4.0 DRAINAGE PLAN EXISTING SEWER MAIN ;. I •6 \ I C5.1 AVIATOR STREET (SAWCUT) - PLAN AND PROFILE SS8 SEWER MAIN AND MANHOLE I \ C5.2 AVIATOR STREET EXTENSION - PLAN AND PROFILE PROPOSED SEWER SERVICE C5.3 N DUPLICATE AVE - PLAN AND PROFILE EXISTING STROMDRAIN > \ W SANTAFE d r* \ LA IV ATE) \ ', I C5.4 W TOPEKA STREET - PLAN AND PROFILE SD12 PROPOSED STORMDRAIN I W f I C5.5 N STRONGHOLD AVE - PLAN AND PROFILE PROPOSED PERFORATED STORMDRAIN d I \ ••'• �y U 7 8 13 ' '' ::j,.. .;:..•.•' . =''•t I C5.6 W SANTA FE DRIVE - PLAN AND PROFILE DESIGNED JKS PROPOSED STORMDRAIN CURBCUT 9 1 O 1 1 12 ,:•..:, : •' •` ' 20 C5.7 LOS ALAMOS - YUMA - SANTA FE LANE - PLAN AND PROFILE 0 o PROPOSED SAND AND GREASE TRAP t Q I.,'a BLOCK 2 I' \�� ' "•'.� � L I ,. C5.8 INTERSECTION DETAILS DRAWN JKS ® PROPOSED STORMDRAIN CATCHBASIN Z \� 19 . c5.9 ROADWAY DETAILS STORMWATER INFILTRATION BED ';' I •'` ' I ' �- -7 �+ rp `, BLOCK 1 C6.0 SEWER LINE 'A' - PLAN AND PROFILE (SHEET 1 OF 3) CHECKED KS STORMWATER STREET SWALE I I - W SANTA FE DRIVE \ :• ,..:..•;: , C6.1 SEWER LINE 'A' - PLAN AND PROFILE (SHEET 2 OF 3) �i e. ...n• •' • "' ' •• •f:t. APPROVED KS EXISTING EDGE OF PAVEMENT ,'' G t':':. •.. C6.2 - •' SEWER LINE 'A' PLAN AND PROFILE (SHEET 3 OF 3) .41 EXISTING FENCE "-`' \ ��� '' .. • `� �- C6.3 SEWER LINE 'B' - PLAN AND PROFILE EXISTING EDGE OF PAVEMENT AVIATOR STREET_ :• \ 'YG ''�,,•. ' - C6.4 SEWER LINE 'C' - PLAN AND PROFILE ROAD CENTERLINE 9 \ \ C6.5 SEWER LINE 'D' - PLAN AND PROFILE . . --- SEWER EASEMENT I I I 1 2 3 4 5 6 7 $ •i., / T C7.0 DRAINAGE DETAILS 5-FOOT WIDE PEDESTRIAN PATH I , :,. •..,~...• C8.0 WATER PLAN N N r7 .. o N N M ro f:.' / , : " ° " C9.0 STREET LIGHT & SIGNAGE PLAN N o o N N N BLOCK 3 I •. : - C10.0 PRESSURE IRRIGATION PLAN o N cO I N j N r> C10.1 GRAVITY IRRIGATION PLAN o . ... •.... /I I J - / 2 . • : :::• : •• • w •• ' C10 2 WATER & PRESSURE IRRIGATION DETAILS . .. •�':'• •l0 ..r•• • _ _ / & BLOCK 4 � / N W W Of CN - ---------------- --------- --------------------- LLJ ----- - i----------- j `4. --- --------------- ---I--------- Z o --------------- AVIATOR STREET j 7 ■ � o N y. .: ■ ■ `m ■: 1 ■ v M Q ❑ 1 � �1 1 ❑ LLJ o' W N N NOTE ® F{ rM ■ ■■♦■ M a_ ! N N of N I I o W V) I I Q Primary Owner: I ■� " ' 0 1. NO CONSTRUCTION SHALL COMMENCE ON THE "BPS FRANKLIN ROAD LLC" PROPERTY Primary Owner: r ti r 0 ROHMTONID I IF o WITHOUT THE EXPRESSED WRITTEN CONSENT FROM BOTH THE OWNER OF "AVIATION Primary Owner: BPS FRANKLIN ROAD LLC ■ .{ ■ ■ Of , 0 Q Q Q � SUBDIVISION"AND OWNERS OF THE "BPS FRANKLIN ROAD LLC" LAND. THE CONTRACTOR COMPASS PUBLIC CHARTER SCHOOL INC I I w W W W W o SHALL HAVE A COPY OF THE WRITTEN CONSENT ON SITE AT ALL TIMES. BLOCK 3 � w w w w O� ■ ■ 0- a_ 0- 0 M - ■ _ ■ o a Q Q a o ~ cn 0Mcn ~ z PROJECT NARRATIVE Q Q Q Q Q QLd 000000 a_ a_ a_ 0- 0- a_ I D D D D D D W THE DEVELOPER IS PROCEEDING WITH INFRASTRUCTURE IMPROVEMENTS FOR AVIATION SUBDIVISION. THE NOTICE TO CONTRACTORS ACHD CERTIFICATE OF COMPLIANCE CALL BEFORE YOU DIG SURVEY DATUM FIRST STEP OF THE PROCESS IS TO RELOCATE THE PURDAM GULCH DRAIN FROM AN OPEN CHANNEL TO A oz N n -t Lo PIPED IRRIGATION SYSTEM. THESE CONSTRUCTION IMPROVEMENTS HAVE BEEN COMPLETED DECEMBER CALL DIGLINE INC. 2022. *PIPED IRRIGATION IMPROVEMENTS HAVE BEEN ADDRESSED UNDER ANOTHER ENGINEERING SET OF CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED PRIOR TO COMMENCING HORIZONTAL DATUM BASED ON ADA COUNTY GIS. DRAWINGS* CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND STANDARDS IN �0 L fN UNDERGROUND WORK S c, AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PLACE AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES (208) 342-1585 ALL ELEVATIONS SHOWN ARE NORTH AMERICAN THE EXISTING PUMP-HOUSE LOT IS OWNED BY THE NAMPA MERIDIAN IRRIGATION DISTRICT AND THE o�c�`' C SF 'LF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN VERTICAL DATUM OF 1988 (NAVD 88). IRRIGATION SYSTEM DISTRIBUTION PIPING IS FOR THE BENEFIT OF HENSLEY STATION SUBDIVISION, REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN COMPASS CHARTER SCHOOL, AND AVIATION SUBDIVISION. ALL EXISTING IRRIGATION SYSTEM ITEMS SHALL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT BE PROTECTED. 1 4 Zb 3 AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN DESCRIPTION, WERE APPROVED FOR THIS PROJECT: NONE. ?3 CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH AN AGREEMENT IS IN PLACE WITH BPS FRANKLIN ROAD LLC (PROPERTY OWNER TO THE SOUTH)TO ALLOW �� T of THE PERFORMANCE OF WORK ON THIS PROJECT. FOR ROAD CONSTRUCTION TO BE COMPLETED ON THE NORTHWEST PORTION OF THEIR PROPERTY. AFTER /Ty A. SCHN�\O COMPLETION OF THE ROADWAY, AT THE TIME OF RECORDING OF THE FINAL PLAT, BPS FRANKLIN ROAD LLC WILL DEDICATE THE AREA WITHIN THE RIGHT OF WAY TO THE ADA COUNTY HIGHWAY DISTRICT. UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ACHD HAS REQUIRED THAT THE PURDAM GULCH DRAIN IRRIGATION PIPE WITHIN THE ACHD RIGHT-OF-WAY SHEET CO.0 ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF BE BROUGHT UP TO ACHD STANDARDS. AS SUCH, THE DEVELOPER WILL BOND FOR THE IMPROVEMENTS THESE PLANS. EAST OF THE INTERSECTION OF OF N. STRONGHOLD AVE. &AVIATOR STREET. CONSTRUCTION ON THE DATE: MAY 2023 PURDAM GULCH DRAIN IMPROVEMENTS WILL TAKE PLACE OUTSIDE OF THE IRRIGATION SEASON. BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD COVER.DWG 00 co OU APPROPRIATE PERMIT. GENERAL CONSTRUCTION NOTES PRESSURE IRRIGATION °m o Q • W J 11. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE O � 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 0 d 00 CONSTRUCTION(ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS), MERIDIAN DESIGN AT ALL TIMES. pp co STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE N 12. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. Z TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF O SPECIFICATIONS. MERIDIAN WATER DEPARTMENT. 0� 13. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE m 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY PLACEMENT OF FILTER FABRIC.MINIMUM 24-HOUR NOTICE IS REQUIRED.APPROVAL IS CONTINGENT UPON INSPECTION. 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM z Z ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE DEPTH OF TWO-AND ONE-HALF(2-1/2)FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND O 14. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER IS NOT EXPECTED IN THIS PROJECT DUE TO p STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. Q HIGH SEASONAL GROUND WATER LEVELS.CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3.5' 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. BELOW GROUND SURFACE. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF 15. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC)AND SWPPP FOR TEMPORARY AND PERMANENT CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH WORK. BMP'S.SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE PROJECT SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER ESC. RULES(IDAPA 58.01.16). 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 16. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT.THE CONTRACTOR SHALL HAVE AT 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING CONSTRUCTION. OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING.THE CONTRACTOR MAY NOT OPEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES OR CLOSE WATER VALVES. 17. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). EMBANKMENT,TRENCH COMPACTION,SUBGRADE,AND GRANULAR MATERIAL.ALL COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION.SUBMIT COMPACTION TESTS FOR FILL PLACED BELOW RIGHT-OF-WAY TO ACHD. 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO(2)INCHES WIDE, METALLIC RED IN COLOR,WITH THE WORDS DANGER REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX(6)INCHES BELOW THE THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 18. PRIOR TO PLACEMENT OF FILL MATERIAL,THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE SURFACE AND EIGHTEEN(18)INCHES ABOVE THE TOP OF THE PIPE. THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT.STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND STOCKPILE FOR FUTURE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A)BACKFILLING TRENCHES FOR PIPE;(B) USE.STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR TO PLACING OF ANY FILL.TOPSOIL SHALL 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE PLACING OF AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING. BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE GEOTECHNICAL REPORT. WATER. 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, 19. ROCK BASE,ASPHALTIC CONCRETE PAVEMENT,CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN ON THE 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE AND THEIR DECISION SHALL BE FINAL.SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN(10)FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. TRAVELWAYS. 20. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT,GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION OPERATIONS 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION.CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, 9. ALL EXISTING PUMPS, FITTINGS AND PIPES SHALL BE OWNED AND MAINTAINED BY OTHERS. CONSTRUCTION. SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE CITY.THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS 21. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING,THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL AND OTHER MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. 12. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND ASPHALT. FIELD O QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13.COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. WATER 13. ALL UNSUITABLE MATERIAL SUCH AS SOILS,TRASH,AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS DISPOSED OF OFF SITE. (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 14. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC. DATED 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND AUGUST 19,2021, FILE NO. B212173g. IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO Q 15. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH OF FILTER FABRIC.MINIMUM 48-HOUR NOTICE IS REQUIRED. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER c RULES(IDAPA 58.01.16). ui 16. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM UNIFORM BUILDING CODE,CITY OF MERIDIAN CODE,AND ALL APPLICABLE COUNTY,STATE,AND FEDERAL CODES AND REGULATION. OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN O 17. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL APPROVAL IS GIVEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES Z TO THE PROJECT. FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). z 18. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY O LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED.THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS (I.E.SEEPAGE BEDS,DRAINAGE SWALES).THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS. PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(IDEQ).CONSTRUCT SERVICE LINE CROSSINGS PER DETAIL 7 OF 2017 ACHD STORMWATER DESIGN GUIDELINES(SECTION 8200). 19. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES TO A CONDITION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION. 20. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL,STATE AND LOCAL AUTHORITIES AND REGULATIONS ADOPTED THEREUNDER,WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. SEWER 21. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL,STATE,AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES(IDAPA 58.01.16 AS WELL AS THE 44 CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 22. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND ANY JURISDICTIONAL BODY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES,SAFETY DEVICES AND CONTROL OF TRAFFIC IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO WITHIN AND AROUND THE CONSTRUCTION AREA. CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER 23. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. RULES(IDAPA 58.01.16). 16. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES 17. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). DESIGNED JKS 18. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY(I.E.,SEEPAGE BEDS, DRAINAGE SWALES).CONSTRUCT SERVICE LINE CROSSINGS PER DETAIL 7 OF 2017 ACHD DRAWN JKS 19. CONSTRUCTION DEWATERING, IF REQUIRED,SHALL COMPLY WITH ISPWC SECTION 205.THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORMWATER DESIGN GUIDELINES(SECTION 8200). REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE CONSTRUCTION WASTEWATER CHECKED KS THAT DISCHARGES TO STATE OR FEDERAL WATERS,A SHORT TERM ACTIVITY EXEMPTION FROM DEQ OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. ROADWAY APPROVED KS 20. TRENCH EXCAVATION, BEDDING,AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300.BEDDING SHALL BE A CLASS A-1 BEDDING 5. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT SYSTEM. IF SOFT, UNSTABLE,OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE TYPE II PER ISPWC FROM ACHD AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO ANY CONSTRUCTION. SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 COMPACTION. 6. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 21. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER.ANY RE-STAKING AS A RESULT OF CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE,THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME COST AS THE OWNER PAYS.THE 7. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE LATEST EDITION OF THE I SPWC AND THE ACHD SUPPLEMENTAL CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN CONFORMANCE WITH THE GENERALLY ACCEPTED SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY,STANDARDS,AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN CONFORMANCE WITH THE ISPWC,TO INCORPORATE INTO THE WORK. PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. NN N N M n M w N O O N N N 8. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. Q JI)N I N 4 I UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. I I I GRADING/STORM DRAINAGE o ! M -.4- 9. INSPECTION OF WORK WITHIN THE RIGHT OF WAY SHALL BE THE RESPONSIBILITY OF ADA COUNTY HIGHWAY DISTRICT AND THE OWNERS z 1. STORM DRAIN TRENCH EXCAVATION, BEDDING AND BACKFILL SHALL CONFORM TO THE I.S.P.W.C. DIVISION 300. BEDDING SHALL BE A CLASS A-1 ENGINEER. N BEDDING SYSTEM. IF SOFT, UNSTABLE OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED,PIPE BEDDING SHALL BE TYPE II PER N w THE ROADWAY I ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. I.S.P.W.C.SECTION 304. BACKFILL SHALL COMPLY WITH THE I.S.P.W.C.SECTION 306 AND SHALL CONFORM TO THE REQUIREMENTS OF"TYPE A 1 10. N COMPACTION".ALL BACKFILL ABOVE PIPE ZONE SHALL BE 8-INCH MINUS UNCRUSHED AGGREGATE CONFORMING TO ISPWC SECTION 801 EITHER CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS,GRADE RINGS,MANHOLE RINGS,AND LIDS. N N FROM APPROVED ON-SITE EXCAVATION OR IMPORTED. z °' p 11. EXISTING ASPHALT CEMENT PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE O g Q o 2. STORM DRAIN PIPE AND RCP CULVERTS AND APPURTENANCES SHALL CONFORM TO ISPWC DIVISION 600. STORMDRAIN PIPE SHALL BE SMOOTH AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. - O N j n to INTERIOR CORRUGATED HIGH DENSITY POLYPROPYLENE(PP)CONFORMING TO ASTM F2763 WITH INTEGRAL BELL AND SPIGOT JOINTS AND > O I n N N Q rn Ld GASKETS CONFORMING TO ASTM F2763 OR PVC CONFORMING TO ISPWC SECTION 601 WITH WATERTIGHT BELL AND SPIGOT JOINTS AND 12. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. w N NI I CD I rn � GASKETS RATED FOR HS-25 TRAFFIC LOADING. RCP CULVERTS SHALL CONFORM TO ISPWC SECTION 601 AND BE RATED CLASS IV. I 't N i Q 13. ALL COSTS TO THE CONTRACTOR INCURRED DUE TO INCORRECT OR INEFFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE O w M It TO CORRECT SUCH WORK WILL BE CAUSED FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. Ld g o 0 0 3. DROP INLETS/CATCH BASINS ON VERTICAL CURBS SHALL BE ACHD REVISION TO THE ISPWC INLET TYPE I PER ACHD SD-601 WITH A 12-INCH O J 0 = _ = O SUMP AND TYPE I GRATE PER ACHD SD-609 IF LOCATED ON GRADES GREATER THAN 3%,OR TYPE III GRATE PER ACHD SD-610A IF LOCATED ON 0:� Q Q a 14. ALL STORM DRAINAGE APPARATUS IS SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. GRADES LESS THAN 3%. DROP INLETS/CATCH BASINS NOT LOCATED IN VERTICAL CURBS SHALL BE ISPWC INLET TYPE III PER ACHD SD-603 w 0 0 O WITH A 12-INCH SUMP.MODIFY BOX DIMENSIONS AS NECESSARY TO ACCOMMODATE LARGER PIPE DIAMETERS. w w w w 15. ALL WATER VALVES WILL BE PLACED AS TO NOT CONFLICT WITH ANY CONCRETE CURB,GUTTER,VALLEY GUTTER,AND SIDEWALK N N w IMPROVEMENTS. O Q Q Q Q O Q 4. STORM DRAIN MANHOLES SHALL CONFORM TO ACHD SUPPLEMENT TO THE ISPWC SD-611,STANDARD CATCH MANHOLE. MANHOLES WITH PIPE INVERTS LESS THAN 48 INCHES IN DEPTH SHALL CONFORM TO ISPWC SD-615A SHALLOW MANHOLE TYPE I WITH A 2-FOOT SUMP,OR SD-613A IF 16. ALL WATER METERS ARE TO BE LOCATED OUTSIDE OF THE ROAD RIGHT AWAY.ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD w w w w w w ui PIPE IS GREATER THAN 24-INCHES IN DIAMETER. RIGHT AWAY OR SIDEWALK EASEMENT.THERE MUST BE AT LEAST A 1 FOOT SEPARATION BETWEEN BACK OF SIDEWALK(OR CURB WITH NO a Q Q Q Q a J 0 0 0 0 0 0 LL_ SIDEWALK)AND THE LEADING EDGE OF ANY FIRE HYDRANT. w o w I 5. INSTALL RIPRAP OUTLET PROTECTION AT BOTH ENDS OF ALL CULVERTS AND DAYLIGHT INLET AND OUTLET ENDS OF PIPES. RIP RAP SHALL > > > > > > w CONFORM TO DETAIL AS SHOWN ON THE PLANS. 17. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. FC6Z5F- CN40 `n (° 6. ALL DAYLIGHT PIPE ENDS AND BOTH ENDS OF CULVERTS SHALL END IN A FLARED END SECTION AND FABRICATED METAL TRASH RACK CONFORMING TO THE TYPE OF PIPE MATERIAL USED. 18. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION 7. ALL STORM DRAIN PIPE SHALL BE TESTED IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC AND ACHD REQUIREMENTS. OF I SPWC AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. SS\� L E,y� 19. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKF 8. INSTALL SILT RETENTION BAGS IN ALL INLETS. CONTRACTOR SHALL PERIODICALLY CLEAN OR REPLACE BAGS UNTIL FINAL COMPLETION. CONSTRUCTION STANDARD DRAWINGS(LATEST ADDITION) Q� �?p 9. ALL DRAINAGE DETENTION FACILITIES SHALL BE INSPECTED BY MERIDIAN CITY PUBLIC WORKS DEPARTMENT. CONTRACTOR SHALL NOTIFY 20. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS.CONTACT ACHD BOISE CITY PUBLIC WORKS 48-HOURS PRIOR TO SCHEDULE AN INSPECTION. ALL DRAINAGE FACILITIES INCLUDING PIPE AND MANHOLES INSPECTION SERVICES AT 208-387-6284PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR c 3 'b 3 SHALL BE INSPECTED BY ACHD. VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS, OF \0 10. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE Ty A. SCHN�\ FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE SHEET C0.1 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJECTS\21009\ACADDWG\SHEETS\CONTT DRAW\21009 - CD COVER.DWG Lo 1--g x \\ \ \ I \ \ \ C) \ \ \ I x 00 6 o2z co x o Lu-i x x x x • 0- 00 x x x x x x X X - \ \ co 00 \ / x x —X—x X X X \ N \ \ SRp\\\ \ \ \ X�X X X X X X X 0 X X X X x X X X X X � X X X \ ` / Z X X X X \ \\r � \ \ \ \ \ / 12 \ \ \ \ x \ x x x i \ \ \ \ \ \ w x Q / \ \ N \ ass 2545 — 0 15 30 so 90 \ V \ IRR-54 z \ \ \ \ x SCALE: 1" = 30' 13 �� \\\� \ \ \\ \ \ \ \ \ 11 I KEYNOTES \ ob \ \ 1 NAMPA MERIDIAN IRRIGATION DISTRICT EASEMENT L I I \\\� \V� / \\\\\\\\\ \ \ \\ \\\ ` \ \ \ \ \ \ O \\\\\\\\\ SUBDIVISION UBDIVIOSIONIFINAL1POAT O BE VACATED WITH N r ACHD TEMPORARY TURN AROUND EASEMENT INST. II I 1 12 \ \r \ \\\ \�\\\ \ \\ \\ \ \ \ \ FINAL OPLAT0442).TO BE REMOVED WITH SUBDIVISION II I 10 / \ \\\\\ \ \\\\ \\ \\ \ \\ \ \ \ \ \ \ \ O CONTRACTOR TO REMOVE EXISTING TEMPORARY � I •/// \ \ T�\\�\\ �'\ \ \ \\\\\\ \\\ \ \\ ASPHALT TURNAROUND \\\�\\ EXISTING PRESSURE IRRIGATION SYSTEM. RETAIN AND / ✓ I \ \\\\\\ \• N", \\\\\\ \\ \ \ \\ \ \ \ \ \ I PROTECT. EXISTING NAMPA MERIDIAN IRRIGATION DISTRICT PUMP I \ \ O HOUSE LOT.CONTRACTOR TO PROTECT IN PLACE. �t� �d \I \\\\\� \' \ \\\ \\�\\\ \ \\ \\ \ \ \ Z III /� / I \ \ \\\� \\ \\ \ \\\ \�\\ \ \\ \ \ �I \ c\\ \ \\\ \� \\ \ \ \ \ x 6 EXISTING UNDERGROUND POWER.CONTRACTOR TO I \ O PROTECT IN PLACE. O \\ \\ �� \ I \ I \ � O7 EXISTING TEMPORARY STORMWATER SWALE. \ \ \ \ CONTRACTOR TO REMOVE. EXISTING GRAVEL ACCESS ROAD.CONTRACTOR TO > W �> \ \ REMOVE. EXISTING IRRIGATION DITCH CONTRACTOR TO REMOVE Q EXISTING GRAVITY IRRIGATION PIPE AND REPLACE. SEE SHEET C10.1 c W I C \ \ \\\\\ \ \\\\\\\\\\ \\ \ \ \ \ \ \ 1 Q U. EXISTING STORMWATER SWALE.CONTRACTOR TO PROTECT IN PLACE (w vJ PURDAM GULCH DRAIN IMPROVEMENTS. Z Z � CONSTRUCTION COMPLETED DECMEBER 2022 H EXISTING FENCE.CONTRACTOR TO REMOVE. O I II III \ 1 ` \ \\ �\\\\\\ �\� \ \\�\\ \\ \� \ \\ \\\ \ ✓ EXISTING CULVERT.CONTRACTOR TO REMOVE. � ~ III _ I _ _ \ \�s�\ �\\\\ '•\ \\\\�\\\ � \ � \ � \ IRR 13 x EXISTING GRAVITY IRRIGATION PIPE. uu PURDAM GULCH DRAIN TO BE REPLACED WITHIN THE \ \ \ \ \ \ I \ FUTURE ACHD RIGHT-OF-WAY IN ORDER TO MEET III11,01 11 III / ACHD STANDARDS.A SEPARATE SET OF �h \ CONSTRUCTION DRAWINGS FOR THESE IRRIGATION \ \ \ \\ \ \ \ \ IMPROVEMENTS ARE TO BE REVIEWED BY ACHD. \\ \ \\ 16 EXISTING PRESSURE IRRIGATION SYSTEM.TO BE I I• I I \ \�\\\\\ \�- \ \\�\\\\ ��� \ \\ � � REMOVED. III � _ \ \� ��\\ •� \�\\ \\\ � \\ �, DESIGNED JKS DRAWN JKS \\ \ CHECKED KS APPROVED KS IN" \ I: :III I II / N III I� 1Q W NN � � I N O O N N N II I I I I \ 2550 _ _ _ \�\ \\\\\\\ \ \\ IN cD N \ \ \ \\ \�\ � \ \\\\\\\\ \�\ \ I I O � IN LLI 15 N X EGA — �C,� \ 5 / cf) Of LLJ - -- _ \ ✓ / �\ \\\� o_ Q I �,11111� �h I 3 / — EGR - - �—� - - _ 4 � \\\�\� w �r EGR EGR \ \ \\ \ (n � N Q I U In ON P7 N I N� 4 0 / 6 \ \ — EGR EGR ' \� \\\\ w N a, I �►11 J / 6 SEE PRESSURE IRRIGATION PLAN 16 — \ \\ \ \ \ I N w 1 / EGR 16 SEE PRESSURE IRRIGATION PLAN \ �\\G � � 4 � � 1 �I Q IR — I IR IR IR \ 9 \ \ \ �\ \�� \ o o 6 _ EGR Ld = o —UP U UP UP —umIRIR IR IR P �\ r ci Q a a _ _ = o -- --- ------ — U P U P UP —UP UP _ \\ \ \ � w o - - X X x x X X X - < —• _ < — -n� _— =���T--- < — _ — �B — — SOB \ \\ �\ N N w 14 9 x x x x x x �x — x x x X'B x x x x �B x X �� — < — \\ cn cn cn cn 12 14 9 14 9 x x x x —X �X�x X- \ cn cn cn cn z W W W WEP EP EP x W �,r�\�� \ 000000 � ICI-- --------- --- --- -- ------ -- ---------- ---- 2549 / x / I \�\C�� I o � CO x / I I I �0 L £N Q� 0 x I � 1 4 �1 �3P63 UNPLATTED UNPLATTED Th q A. OS I I SHEET C1.0 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 — CD EXISTING FEATURES.DWG 14'WIDE x 28'LONG CONCRETE DRIVEWAY Lo ti o 14'WIDE x 28'LONG CONCRETE DRIVEWAY APPROACH AND ACCESS ROAD AS PER ACHD APPROACH AND ACCESS ROAD AS PER ACHD 00 co U SD-710C SD-710C x 006 ACCESS ROAD, DRIVEWAY,AND SIDEWALK ACCESS ROAD, DRIVEWAY,AND SIDEWALK m -Q SECTION TO BE 6"THICK CONCRETE WITH 4"OF SECTION TO BE 6"THICK CONCRETE WITH 4"OF • w J X X 3/4"ROAD MIX BASE q L X X X X X X 3/4"ROAD MIX BASE 3: 0 � 00 mm X�x x x x x x x x x w N X X X X Z X X X X X X X X X X X X X X X X X X X X VERTICAL SAND FILTER'B' VERTICAL SAND FILTER'C' X X X X X X X X X of SEE DETAIL SHEET C7.0 SEE DETAIL SHEET C7.0 g- 14'WIDE GRAVEL ACCESS ROAD AS PER ISPWC m 4 SD-304 FOR NMID AND ACHD ACCESS AND USE X w VERTICAL SAND FILTER'D' Z J SEE DETAIL SHEET C7.0 ¢ O 0 oN 67'SEP — — 0 4 qR'4 >� ❑ _ 0 15 30 60 90 SURFACE W TO OPEN — —_ — — — — U �R TER -<18"SD O Q - - - M O 18 SD> O O 18"SD> _ M SCALE: 1" = 30' GRAVEL ACCESS �O�� ,,.';. •' 12"SD> e ROAD TURNAROUND 12"SD> AS PER ISPWC SD-305 `\O��Q - - ,_.' - - -- ': •.• M 4 Q G 5 KEYNOTES QP�P ——— / W TOPEKA STREET --- - l�J - .•: SEWER LINE'A' . S hQ�� _ / o_ - -� SEE SHEET C6.0 O CONNECT TO EXISTING 8"WATER MAIN m \ PI o IPI PI ss SS10 I SS10 0- SS10 S 10 SS 10 co I PI 2 REMOVE BLOW-OFF AND CONNECT TO EXISTING 8" .°; S10 SS10 SS10 co SS10 SS10 SS O WATER MAIN --- --\ P STUB 8"WATER MAIN AND INSTALL 8"GATE VALVE ,, • ° ASSEMBLY AND 4"BLOW-OFF ASSEMBLY FOR FUTURE SEWER LINE W / I m - °•' 2 .•; �\ TIE-IN AS PER CITY OF MERIDIAN SD W13 00 SEE SHEETC6.0 I r - - - - - - - - � - - - a 5 0 r - - - - - / rn 1 1 I 1 I : 23 O GRAVITY IRRIGATION PIPING OF THE PURDAM GULCH 2 / / m s I I 1 ❑ 2 18 I Y� _ 25 BLOCK 1 __ DRAIN.CONSTRUCTION COMPLETED DEC.2022 w 1 _ z SSI I BLOCK 2 1 I Q Q 1 1 4 - 1I I I r I 24 - - - - I I O 8"WATER MAIN.SEE SHEET C8.0. / I I �s w I Q .••, .°' "•; •: , _ I / / PURDAM GULCH DRAIN TO BE REPLACED WITHIN THE I 6 I -.•. :• O FUTURE ACHD RIGHT-OF-WAY IN ORDER TO MEET 1 N I d N a I • •'I •� /r° t. ':� :. ,], •r• ''I ACHD STANDARDS.A SEPARATE SET OF / BLOCK 1 �. I I SEWERLINE'A' o I I ° / 1 S . 1 2 1 1 SEE SHEET C6.1 1 I I 1 I I / / CONSTRUCTION DRAWINGS FOR THESE IRRIGATION O / I 17 S Z :. IMPROVEMENTS HAVE BEEN REVIEWED BY ACHD. SEWERLINE'D' // 5� :e I 1 5 I SEE SHEET C6.5 I // N / � ,• I O STUB 8"SEWER MAIN AND INSTALL 8"CLEANOUT AS / ` I w I S 1 1 Z W / PER 2017 ISWPC SD-506 FOR FUTURE TIE-IN •'' _ .:, s N 1 3 I I 16 I ;•,. W LOS ALAMOS LN(PRIVATE - w cn r. '. mo I i I I 1 1 SS8 ss8 ss8 sss N sss sss ss •''. .: :.`:. 22 1 I 1 - - 0 Z II 1 , co a ss 1 1 5 •• .. �0 1 1 I 1 5 S <1$ SD .. 18"Sp ' :. S I N SEWER LINE'B' 4 ° N 1 SEE SHEET C6.3 1 1 1 N °: 0D 1 1 I I • ' • M ,.•0 A. ' ' W 1 1 ° S I 1 1 1 I VERTICAL SAND FILTER'F 1 ' W H SS e• , 5 1 1 •S I I SEE DETAIL SHEET C7.0 1 1 1 4 VERTICAL SAND FILTER'F 2 ' > I '4 N1 I 1 I VERTICAL SAND FILTER'E' SEE DETAIL SHEET C7.0 O II I to J L - - - - - - - - - SEE DETAIL SHEET C7.0 �— a - 'd - N ACHD SIDEWALK 2 14'WIDE GRAVEL ACCESS ROAD AS PER ISPWC O •',a _ \ ESMT. BLOCK Spy SD-304 FOR NMID AND ACHD ACCESS AND USE � I I 1 ..'SS � '•'•. 1 \ •..° 12' SS Q a 1 - - - - — 21 1 a •. 4 •. �. • ° ss \ M I I O 1 1 ' ' 00 N1 18"Sp' Z • SSI ~ 1 Fp ° a a 1 12'SD> \ 0 / \ 1 I a o VERTICAL SAND FILTER'G' 1 N W I- - - - - - - - - - - - - - - - - O SEE DETAIL SHEET C7.0 ss I > .. 1 - - - - - - � I- - - �\ 4, \pAA _ - R ATE) �s W SANTA FE LANE( :, 5 \ 4\ \ - - - - - - - - - - � I ¢ I 1 1 1 I I \\015' ss>o \ . . I \I m U o - - - - - - - - - - � I I 1 1 I I 13 \ .. \ / I 1 3 �, 1 7 8 9 1 o I I 1 1 12 I I r��. 20'WIDE CONCRETE DRIVEWAY APPROACH AND ACCESS ROAD AS PER ACHD SD-710C.CONCRETE AREA ALSO PROVIEDS EMERGENCY TURNAROUND AS PER MERIDIAN FIRE DEPARTMENT 1 SS N Q I I I I I \ sQ REQUIREMENTS Op '. I 7 1 �.• r ACCESS ROAD, DRIVEWAY,AND SIDEWALK SECTION TO BE 6"THICK CONCRETE WITH 4"OF 3/4" DESIGNED JKS O a 1 1 33 1 1 BLOCK 2 ACHD SIDEWALK :°' «. '• . ,i ROAD MIX BASE ~ 1 BTB 1 1 1 - ESMT. - — 4' L - - - - - - - - - J L - - - - -- � _ _ - • •' - - - - - - - — DRAWN JKS 19 CHECKED KS I SSI I ° 5 �, a. a. 1 V, I W �� . ° S�, APPROVED KS !0 W _ ss • . �O p1 1 1 I W SANTA FE DRIVE 00 pf ° say. ...• �d \ —• . •...• t• ; nor ss S S8 SS8 SE N SS8 S ss ••• • s 1 I I 13'ACHD / \•.:. �o \ P� /•, ; i SEWER LINE'A N N M AVIATOR STREET N N 13'ACHD SIDEWALK ESMT. 37'R O-W / SEE SHEET C6.1 �' N w N o o N N N m I °' SIDEWALK ESMT. I 0 1 - - _ 1 I _ cs W ❑ N I I I 1 SEWER LINE'C' I I I I 9 5 - SS SS10 SS10 S p N I cD ' SEE SHEET C6.4 I I I I 8 \ •° . \ �� \ •�..:•..'• � .... � Ss1� � Z I i I ss I I 1 2 3 4 5 i i 6 7 II II \� ,. !y 10/ SEWER LINE'A' T N w :� SEE SHEET C6.2 - / .. .••' �.. '..e 'i' N W z • ' '� N cn a 1 I I 1 I BLOCK 3 I I I I �� s 5 ss10 ...• 6 cn 1 I ° SSI 1 I L � � / / GI SS10 \// I > N v I BLOCK 1 1 - - - - - - - - - - - -i L - - - - - - - - - 1 / BLOCK 4 10) ' N I • ; ,• � • �;: _ ,•; : 14'WIDE x 20'LONG CONCRETE DRIVEWAY Lu w N N �3 0 L - -I- - - - - - - - 3 e• :::•:: SS cn,.,. . 78' RATION TO OPEN SURFACE WATER APPROACH AND ACCESS ROAD AS PER ACHD I N w I PI PI 4 :: :::• W o ;C- U Q .. SS , T v SD 710C U to I r7 °• . • ,°^ - �- ACCESS ROAD, DRIVEWAY,AND SIDEWALK � ,'°'• ". ,: °• ••• p p _ SECTION TO BE 6"THICK CONCRETE WITH 4" O J O_ _ .•' .. .. ... ••.• . . .^ .:°.� ;. ;.. .. ° '•!' •.. a �: • 0;•'` GI _ :i' - - - g F 3/4 R MIX BASE Q Q Q y O ROAD G✓ U (� 0_ Z UP ::::::........................................ ......::::. ............................... GI ...................... g w O ....................::.. ........................ ...... .... .;; .................................. ;....::.......:.............................::....... S gY gY ....................... : . •.. ............... 5 ..... Jig I- :....................... :........................................ :•::•...............................................: cn cn ....... .... .............. -.,-*1.-,.+rtiw: GI g w ............ :: 1 .... .............. .................................................... ......................... :............................. :::::._:::......... Q Q Q Q O O --------------------- -' M: X ' O x X X X X X X x TO w w w w w w —————————w-------------- ---- ` TO ------------ ---------------------------- co , . ---- 4 -- -- ---------- -- ---J- --- - - - ----- -------------- -i--- 2 AVIATOR STREET •' i. 1 0 N n � co •" 7 14'WIDE GRAVEL ACCESS ROAD AS PER ISPWC •, SD-304 FOR NMID ACCESS AND USE 1 END CONSTRUCTION. ROAD TO 7A rTVERTICAL SAND FILTER'A' BE EXTENDED IN THE FUTURE SEE DETAIL SHEET C7.0 I s5�0 L E �, (BY OTHERS) O�c�' C SFN/yF 14'WIDE x 20'LONG CONCRETE DRIVEWAY APPROACH AND ACCESS ROAD AS PER ACHD 4 3 I I V ACCESS ROAD, DRIVEWAY,AND SIDEWALK ` 3 SECTION TO BE 6"THICK CONCRETE WITH 4" OF 3/4"ROAD MIX BASE /Ty A. OgCNN�`\�� 1 1 SHEET C2.0 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 — CD SITE PLAN.DWG Lo 1`g � ;o 0- 00 00 00 w N 12"STORM PIPE TO \ / / / / \\\ \ \\ \\\ \ BE BELOW \ ( O \ \ PROPOSED VERTICAL \ \ \ \ m \\\ \ \\\ SAND FILTERS �� x \ Z vA 0 _ j FG 2547.602J^S NcS r'S �S � ._'--�- (EG 2544.51) �h \ < \ _ BLOCK 1 FG 2547.38 \ - \ FG 2547.54 FG 2547.54- \ (EG 2546.90) \ \ \ \ \ , x • (EG 2543.93) - - - \ \ (EG 2545.88) - - \ \ \ \ 0 15 30 60 90 FG 2547.361 Y �• I 'F� �� � _ .• � FG 2547.29 (EG 2550.29) Q FG 2547.09 (EG 2546.78) y -- FG 2547.07\ 346.42) SCALE: 1 30' s� \\�\!\ \� ti //j ,, j t . . • (EG 2545.79) ` " = \ a \\\\\ FG 2546.76>� FG 2547.25 - � \ \�(EG 2540.88)� / } ��_(EG 2554.03) FG 2546.92 x ISQ SS W TOPEKA STREET (EG 2546.23) FG 2548.54 r9 FG 2549.37 \ J - \ / - \\ \\ _FG 2547.51) �(EG 2547.96) (EG 2548 69) \ FG 2551.77 J - . -.� - _ (EG 2550.67) NOTES I - • ' FG2544.92 � �\ � •_� _- 1 I I \\ (EG 2544.92) ss S1P I SS10 0 S10 -S,10 -_ - S - � S1C FG 2547.30 \ 1. THE SOIL USED FOR FILLING THE EXISTING PURDAM SS70 SS10 FG 2544.22� I ° �- 10 \ _ (EG 2552.24) SUFFICIENTLY MEETS THE REQUIREMENTS SET FORTH I FG 2547.28 ii _ GULCH DRAIN SHALL BE STRUCTURAL FILL THAT (EG 2544.22) - - \ / / T \\\ \ ___ (EG 2541.36) �/� \ \ \ I IN THE GEOTECHNICAL SOILS REPORT PREPARED BY \ - - ' *_ '' . M' ' ' ' +, e: •. 8 ` ATLAS TECHNICAL CONSULTANTS,LLC.DATED I I I FG 2545.08 i \\ r f \ - \�\` \ (�� - - - -� a ... I (EG 2545.08) BLOCK 1 \ AUGUST 19,2021,FILE NO.6212173g.THE SOILS PLACED ON-SITE SHALL BE TESTED BY THE \\,\\ 1 a: 3 \ CONTRACTORS INDEPENDENT TESTING ENTITY AND \ BLOCK 2 \�\ \� I \ \\ 1 I W 7 - - - - 25 \ ALL REPORTING SHALL BE FURNISHED TO THE I I /� / \ BLOCK 1 ssI I FG 2547.44 \ \ I\ - \�\ \ \`SS i S I > - I ENGINEER OF RECORD IN A TIMELY MANNER.THE (EG 2545.37) 2 I FG 2547.59 \�\ \ O�I °� 1 ) 24 - - - = I CONTRACTOR IS RESPONSIBLE FOR PROVIDING /�, I I :• \�\�• \ SR (EG 2540.43)• \\ I Q •, . °• .• 4' .� . .•.• 1 1 ADEQUATE TESTING THROUGHOUT THE ENTIRE I FG 2549 : I FG 2550.43 \ PROCESS. I �. N I St�\ O� ; I -i. r.',.•..� , :;� .05 '.... .. FG 2547.22J c I I I ° (EG 2547.80) .° A �(EG 2548.88) \ S - \ \� \ \ \\\ \\ Z / / 2. ADVERSE SITE CONDITIONS ARE NOT EXPECTED. IF O ���� 1 FG 2547.54 \\\\ V �� \ ��C�A\�(EG 2549.18). I I ANY EXISTING ADVERSE SITE CONDITIONS PROVE TO I I /cL ' I �° (EG 2545.27) \\ FG 2547.67 \\\\\ 1 \ I �' N 1 / �FG 2549.02 \ - - - - J \\\\ (EG 2537.93) \ \\ I E- I I FG 4547.00 N BE PRESENT DURING THE CONSTRUCTION PROCESS FG 2544,46�� - - i I ' \ \\\ , \\\\\ \ v� I EG 2546.11) 1 I FG 2547.59 / 5 (EG 2547.62) I I I (EG2544.46) - - - - - - - - - I \ \ \ �\ Z I ( uNi / \ TACT THE CONTRACTOR SHALL STOP WORK AND CON / , / 1 \ \ \ \ \ -+ I (EG 2546 89)/ / I THE ENGINEER OF RECORD IMMEDIATELY FOR (EG 2544FG 790) I I <n is I \ \\ \ \ \\\\ FG 2547.34�1 li N h I G�Dc1 / ASSISTANCE PRIOR TO RESUMING. I I FG 2544.45� S FG 2547.64 3 I \�h 6 (EG 2553.51) I N - ', W LOS ALAMOS LN PRIVATE 2 - - 3. PRIOR TO PLACEMENT OF ANY GENERAL FILL,THE I(EG 2544.45), FG 2544.64 FG 2547.75 \\ ' •' ' - FG 2548.10\ (EG 2545.11) \ \ i Z 1 EG 2544.64)•�� I \ I �(EG 2546.91) \ 1r�sSB -SS8 SS8 SS SS8 (EG 2547.09) \ SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE �( _ I - SS8-�-� ;• °* 22 WITH THE REQUIREMENTS OF THE GEOTECHNICAL 14 FG 2547.56 - FG 2547.09 FG 2547.12 - - - \ \\ (EG 2551.59) (EG 2547.32) (EG 2547.14) (EGFG 22546870) .: : \ SOILS REPORT PREPARED BY ATLAS TECHNICAL FG 2547.66 \ S 4 \ 1 1 \\\\\ FG 2547.47 \�\ 1 i I \ T I CONSULTANTS, LLC. DATED AUGUST 19,2021, FILE NO. co (EG 2544.96)SS I NI FG 2547.74 \ FG 2547.86 \�\ (EG 2542.72)� \ III N I B212173g.THE PREPPED SUBGRADE SHALL BE I I FG 2544.75 I (EG 2545.14) I \ \\� I N FG 2547.89 O OBSERVED AND APPROVED BY THE PROJECT I (EG 2544.75) I I I (EG 2545.49) \\\\\\. : EG 255 2.27 - - Z (r-- )� M •: FG 2548.41 r• FG 2549.35 GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF I II I I I I I I �_-�\ 'd M �' "'° (EG 2547.16) (EG 2548.38) FILL MATERIALS. H Q I I I FG 2547.76J W S I I \I \ \ FG 2547.59J I I I� \\�\\�\ \�\\ FIG 2547.48 W I II III 1 \- \ \\ FG 2547.52 FG 2548.38-/ F" e 4. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT I (EG 2545.51)SS F °'' 5 I 1 \ \ _(EG 2539.19)' y - k \ \\ \ (EG 2547.84) FG 2548.63 ¢ r, Z FG 2544.74 < U -1 1 FG 2547.86 \�\\ \\ \� (EG 2548.22) \\ \ (EG 2546.53) (EG 2546.81) I AND DEBRIS FROM THE PUBLIC ROADWAY AT THE END \ \\\ 1 ao I FG 2547.90 \ i i \ FRONT-END LOADER,SUPPLEMENTED BY POWER I (EG 2544.74) - cnl (EG 2545.83) - FG 2547.52 �''�' I \�\\ \ \\ • a a' OF EACH DAY.CLEANING SHALL BE BY GRADER AND I I I - - - - - - - J �(EG2545_65) - - - 2547.14 " tll I \ \\\\ \BLOCK 1 \ �- _ O (' Lo I ' (EG ) I II j \� \ \\\ \\\�\ \\ \ 2 BRUSHING AND HAND LABOR UNLESS OTHERWISE I I - N I FG 2547.86J I I I c \\ \�\ \\ -T APPROVED BY THE CITY.THE CONTRACTOR SHALL I• :I I z ° \\ \ FG 2548.47 a I FOLLOW CITY AND DE EROSION CONTROL I I I (EG 2545.97) \ \\\ \\ \ \ Q I I FG 2544.82 I S - \ 1 \ \•f! \ \ (EG 2547.43) Q 21 PROCEDURES. (EG 2544.82) . • FG 2547.61 \ \\ \ :I 1 I• � I 1 'a. ., '•' '. .•.q •'.'. ';• •• • '. ° � _ � \ (EG 2539.78)�• � •'•� - - - - II \ I N ., . a. .' . y' \ \\ / - FG 2548.56` II III O I/ \i- FG 2547.92 L (EG 2547.90) Z \ • ' FG 2547.96 I I 71 (EG 2545.99)SS ' FG 2548.21 / \ '' \ FG 2547.36 (EG 2550.76) FG 2548.21\ a FG 2544.99 I \ �\ \ I EG 2547.8 (EG 2544.99) 1 \ I (EG 2546.51) \ \ ,, ( ) FG 2548.34 I I I I I _ \\� �(EG 2547.97) \ .:4FG 2547.54 ra �1 � FG 2548.23 FG 2548.17 FG 2548.11 FG 2548.06 FG 2547.99 FG 2547.93 FG 2547.79 •.: \° \ (EG 2546.63) PRIVAZE� / / I FG 2548.06J FG 2548.04 ,, r(EG 2546.30)_ -(EG 2546.25) (EG 2546.17) _(EG 2546.11) (EG 2546.29) (EG 2546.17) (EG 2546.15) NTA FE LANE _ I I III I I I (EG 2546.01) (EG 2546.23) I I P w SA \ FG 2548.82 E i • q, ° ' 3 SS I I I I I \ �FG 2548.00 \ \ \\\\� FG 2548.01 / \ \ (EG 2547.86) 3 \ I I FG 2545.19 Vt d I \ :. t \ (EG 2544.80) / (EG 2548.26)2545.19) I \ '� J�, \ ::•• \ \ I(EG i ' I I I I I • I / '� 1 7 8 9 10 I I 1 1 1 I I 13 \ :'• . .; '� \ \ _ { ; r : '.: .� ° \ 1 FG 2548.18J (EG 2546.01) N I \ \ :. _ 2 III FG 2545.47 SS 1 BLOCK 2 I I I I FG 2547.83 �\�-. ;••:r;•; _ \\ DESIGNED JKS «, ' O (EG 2545.47) I ' 1 1 1 I I � � i , �,a' ��\ FG 2547.26 (EG 2546.69) •• � a •• .�\\ I i• \ r J (EG 2546.75) •. . �- r I I \\\ - I I I I I 1 1 1 L FG 2547.46 _° �: .. • \ �� \ \\\ •\\ \\\\ DRAWN JKS L - - - - - - - - - - - - - - - -- J L - - - - - - (EG2546.89) FG 2548.30 •� ... III I 1 FG 2548.07 \ \ �'\ \ \\ FG 2546.60 CHECKED KS FG 2548.11 ��• I I I I I 1 (EG 2545.96)SS I °•"•:'� FG 2548.42 FG 2548.54 FG 2548.64 FG 2548.74 FG 2548.60 FG 2548.34 � (EG 2546.72)� • � �-, ��. \ \ \\ \ (EG 2553.00) III I FG 2545.54 I (EG 2546.10) I (EG 2546.33) (EG 2547.09 \ \ �� \\ \ i• - �(EG 2545.53) I ) (EG 2547.24) (EG 2547.29) (EG 2545.82) - (EG 2546.00) • �� \ \ '•' •_ �e \ \ \ \ \ FG 2548.59 . • FG 2546.68 VI FG 2547.72� \ `rs' O�i� \ \ \\ �\ 1 •. 4 (EG 2551.00) APPROVED KS (EG 2550.17) �� I ; - EG 2548.23 i • \ BLOCK 1 \ z FG 2548.40 I ( ) •�• FG 2547.37 \ \\ \ \� 1 (EG 2545.95) I W SANTA FE DRIVE -- - SSay/� (EG 2548.36) ••:r -� \ _ \ -�_�... �_ ..•' FG 2546.55 �. " t••. FG 2545.68 p` I S S8 SS8 SS8 -SS8I S !r• -� \ �\ \ • I (EG 2545.67) 1 \ jal T FG 2547.88 i\ .° \ �` \ . ' III: :III I 1 I �'•�, . :.. •...•:A; -�: - �. ° . FG 2548.05 (EG 7.14)' \ \ I I 1 / FG 2548.22 I FG 2548.43 FG 2548.54 FG 2548.64 FG 2548.74 FG 2548.63 1F 2548.42 FG 2548.22 (EG 2546.85) \•'•• O \ \ \ ••` ' �� _=� \ m I FG 2548.50J (EG 2546.60) • (EG 2547.15) (EG 2547.74) (EG 2547.74) (EG 2547.81) (EG 2546.51) (EG 2546.20) (EG 2546.50) \ \ u�\\\\\ \\\ AVIATOR STREET o N N M (EG 2546.00) '' \ : FG 2545.81 I SS - r \ ;: \ _ -ice \ \ \\ \\� ss� w N o o N N N (EG 2545.80) - - - - - - - - - - \ a.:. _FG 2546.0R \�\\\ \ \\\\ -I r I I EG 2548.65): '' \ \_ '��- 2 S 9 - '•'�•� • S � s ��:. .. cps \\ `S�s \�II '\ -��s10-- O N I FG2548.60 '1 I I I I g �'° \ �. .• �' -\�\ 2S� \ �o \� �• Z IIII I I 1 i (EG 2545.95) I 1 I I I I: :II I / 2b56�I I : SSII I I I I I ] I FG 2546.9 : � T \- NFG 2545.81 1 2 3 4 5 (EG 2549.64). N (EG 2545.80) w BLOCK 3 -� N V) I. .I I I 1 2 I I I 1 1 I :: •S-FG 2547.37 J' 2SSC� •: . \ I \\\ \\ I Z O FG 2548.70 1 1 I ' ' : • (EG 2546.52) �'o E \ ✓ ~ o I / \ FG 2546.44 \\1\\ O Q M FG 2547.36 i a FG 2548.36 � ' GI - i ��0 ( G 2547.92)����� � (n O N > I (EG 2547.46) I - - - 1 - - - L �i G 2546.62)_•.., S� •• .. • / (EG 2548.76) \\ �\\\\ W O N N N < o SSI FG 2546.17 / ° I / ` BLOCK 1 I FG 2549.01 - -- - - L - - - - FG 2547.87 / / \\ L N N 1 I �3 0 -FG 2546.18) I I - -FG 2548.50 - - -FG 2548.31 - ;.�. �p J _- - - - - - - I e•• (EG 2547.90) (EG 2547.56) �(EG 2547.04)� .., •.; '' SS i.,. .'. I \ \ BLOCK 4 �\ I N w N I -1 �- (EG 2547.09) I __ •.. T , • � FG 2547.59 ::• .. •• ��� . .x.. °'• , 'I \I \ \r \ � U � � 1 :.. .. . .°. ;, . ....... . 3) . •:. - - - - >N --- \ \\\ \\\ � W FG 2549.0 \- � 2548.13 (EG2546 - = = O(EG 2548.03) (EG 2547.69)• .: (EG 2547.28) •' EG 2547.10 O O O O- JP- - - 0_ OG UP w w w w <::. ::.... \ (EG 2547.91)< (EG 2548.25) =- ..... X Q Q X X '�X X X Q Q X 4,, '\ -------�-- ---------------- Ld -------------- ----------- :' GI Ci� \ / \\\' \ w AVIATOR STREET x c INn � L0 CD / I \v/ �o L r- 25�� 1 4 �123P� 3 OF �O 1 Ty A I SHEET C3.0 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD GRADING PLAN.DWG LO 1`g SG - c KEYNOTES LO o 0 STA=14+94.40 TO BE CONSTRUCTED PER ISPWC SD-624 N � 1500 GAL 0 15 30 60 90 (D PER SHALLOW INLET WITH 6"DEEP,3%6"ANGULAR RIP-RAP IN SWALE AS m 0 ZQ Velocity=0.41 fps PER ACHD SUPPLEMENTAL DRAWING SD-715. LLj J BAFFLE SPACING: 20inch SG - D O Lu_j BAFFLE EL. IN.: 2543.13 STA=16+28.13 O INSTALL 6'WIDE BIORETENTION SWALE. a- 00 INSTALL 12"DIAMETER RIP RAP UNDER DISCHARGE PIPE TO AN ELEVATION 1 FOOT BAFFLE EL. OUT.: 2543.43 SCALE: 1" = 30' 00 00 ABOVE HIGH WATER WITH A 5 FOOT BY 10 FOOT LONG AREA. TO BE CONSTRUCTED PER ISPWC SD-6240 W L=123' VERTICAL SAND FILTER'C 1000 GAL N 5OS=0.00% SEE DETAIL SHEET C7.0 Velocity=0.16 fps 3 INSTALL 10'WIDE BIORETENTION SWALE. Z D=18" BAFFLE SPACING: 20inch � VERTICAL SAND FILTER'C' BAFFLE EL. IN.: 2542.91 4 SDR PVC 35 PIPE [0 SEE DETAIL SHEET C7.0 BAFFLE EL. OUT.: 2543.21 O 18"PVC PIPE. PERFORATED TOP HALF AS PER ACHD BMP DETAIL ON SHEET OZ C7.0 0 L=76' --®- � � L-_102' BYPASS MH: BP-C 0 S=4.47% � ._� 5 S=0.00% BLOCK 1 D=12" O ""`�-- D=18" STA: 14+94.45 O 12"PVC PIPE. PERFORATED PIPE AS PER ACHD BMP DETAIL ON SHEET C7.0 ;6 a OPEN 3V EPARA '� �a - - L=68, O GROUNDWATER OBSERVATION WELL AS PER ACHD SUPPLEMENTAL DETAIL RFgCE Wq T O - -S_O.0o% 5 - - - - TO THE ISPWC SD-627 ER M L=14' 00 0 ,. .... D=18 - INSTALL CHECK DAM AS PER HD BMP 30.CHECK DAM TO BE L=10 - - - 4 0.50% O CONSTRUCTED WITH CLAY SOIL' � 4 ' D=12„.. L=102' _ _ _ - O PROPOSED 12"GRAVITY IRRIGATION PIPE.SEE SHEET C10.10 OS=O.00% _ . , M c' c' Q�P D=12" CB - C.2 L=10' L=IZ,5 �L=11, , lS tS ��J --- STA=14+94.47 S=o.50% 4 S=0.00%� S=0.50% 4 L-68' �� STORM STRUCTURE(PRIVATE) Q25=2.46 D=12 BYPASS MH:BP-D S=0.00% 6 D=12" STA: 16+28.22 D=12" D=12" p Q100=3.42 - \ STRUCTURE ELEVATIONS DETAILS OQ O O 2SS7 RIM.= 2546.63 Q25=0.53 ss I - L=32' L.50 W TOPEKA STREET O S=0.50% SG - F CB-F.1 SUMP:2542.88 Q100=0.74 EXISTING OUTLET \ •d 4 =0.50% 4 CONTROL D=12" CB - D.2 D=12" O STA=11+25.00 IE.= 2543.88 (S) STA. 11+25.00; 11.75L STRUCTURE. - - - - STA=16+28.22 - - TO BE CONSTRUCTED PER ISPWC SD-624 CONTRACTOR TO--- -- --- �� , • ., . ° Q25=0.75 1000 GAL RIM.= 2546.63 _ REMOVE AND �: ..,: ;< •: :..'M ;: Q100=1.05 Velocity=0.22 fps 2550 SUMP:2542.73 Q25-1.06 :. 8. ..,• ... CB-F.2 Q100=1.47 REPLACE EXISTING / - ----� _ I BAFFLE SPACING: 20inch IE.= 2543.83 (N) OUTLET PIPE.SEE CB - CA CB - DA ;° ` BLOCK 1 BAFFLE EL. IN.: 2542.32 IE.= 2543.73 (S) STA. 11+25.00; 11.75R DETAIL SHEET C7.0 STA=14+94.47 7 STA=16+28.22 BAFFLE EL. OUT.: 2543.62 3 2 / Q25=1.41 025=0.38 a: 25 RIM.= 2547.36 Q25=0.51 I BLOCK 1 I Q100=1.96 BLOCK 2 Q100=0.53 ? _ - f I- - \ I CB-G.1 SUMP:2543.61 Q100=0.71 14 00 I ! 00 /-l r 24 IE.= 2544.61 (NW) STA. 14+71.17; 11.75E / I Q ,.:.. ° '• ": "„ '•• 1 I 9 RIM.= 2547.36 O I I . : '.a :. ' ;. �a ': . : : • I. :' • ., .'j..•�,a :� ' I SUMP:2543.39 Q25=1.06 `'�'..'.. : !!• '.. ; CB-G.2 IE.= 2544.49 (SE) Q100=1.47 °, STA. 14+71.17; 11.75R Z I a I I I CBI F.1 I I // / IE.= 2544.39 NW 2 ( ) 0 17 I STA=11+25.00 Q25=0.53 SS�B / TO BE CONSTRUCTED PER ISPWC SD-624 L=24' Q100=0.74 / RIM.= 2547.07 1000 GAL Z 4 S=0.20% / I SUMP:2540.37 VELOCITY=0.22 FPS VJ D=12" / SG-F IE.= 2543.71 (N) BAFFLE SPACING:201NCH / IE.= 2542.87 (W) BAFFLE EL. IN.:2542.32 4 W LOS ALAMOS LN(PRIVATE) Zc p'1 -� BAFFLE EL.OUT.:42.3.62 • Z • 3 �6 - ry m I I CB _ F.2 r. IE.= 2542.87 (E) O • STA. 11+25.00;21.75R I ^ STA=11+25.00 O - Q : 3• I L=10 Q25=1.06 O ': °'. 22 TO BE CONSTRUCTED PER ISPWC SD-624 Q J •, 4 =0.20% Q100=1.47 - - - 1000 GAL I I D=12" I RIM.= 2547.91 VELOCITY=0.22 FPS a. O I I 4 1 5 I EUMP25440.93.27 (SE) W � SG-G BAFFLE SPACING:201NCH W BAFFLE EL. IN.:254388 L=67' L=68' - - - - -� IE.= 2543.43 (E) BAFFLE EL.OUT.:2544.18 W I a• . M S=0.00%• ° • ' S=o.00% M °',:.••' ' Q D=18" D=18" W STA. 14+71.17;35.78R a: I ° Z II ° Z 3 00 •, 5 14 I OO 8I VERTICAL SAND FILTER'F ° U SEE DETAIL SHEET C7.0 VERTICAL SAND FILTER'F 2 ' STORM STRUCTURE TABLE (PUBLIC) O a •.'. BLOCK 1 L=1 12' SEE DETAIL SHEET C7.0 a ° STRUCTURE ELEVATIONS DETAILS Q I I S=0.00%O - - � O �. •. VERTICAL SAND FILTER'E' W � N I Q I SEE DETAIL SHEET C7.0 D=12 •.� RIM.= 2546.49 O Z ° `• L=2' L=108' a SUMP:2541.80 BYPASS MANHOLE �n -' S 0.00%O d 2 gp_A IE.= 2544.35 (N) TO BE CONSTRUCTED PER ACHD SD 611 I N 1 S=0.50% =18" - - - - STA. 16+20.78;29.14R _ D OQ I IE.= 2543 80 (S) d :, °. a. : '.' . . .• ;:. .; •4 6': •' ; •; ; \ BYPASS MH: BP-E D-12 M >" I IE.= 2544.80 (E) II O N L=12' STA: 18+61.67 L=126' Z \ _ > ~ O4 S=0.50% . 0 S=0.00% \\ SUMP:2541?58 N D=12 PIPE ANGLE=25° p D=18" BYPASS MANHOLE a I I CB - E.2 \ IE.= 2543.68 (N) • • \ BP-C TO BE CONSTRUCTED PER ACHD SD-611 STA=18+66.65 STA. 14+94.45;26.02E a ' Q25=1 25 \ T VERTICAL SAND FILTER'G' ' IE.= 2544.58 (W) Q100=1.75 \ O SANTAFE LANE(PRIVA ,SEE DETAIL SHEET C7.0 \ E I IE.= 2544.58 (E) CB - E.1 4 a• W SG - G \\ ° I RIM.= 2546.95 .`' STA=18+66.65 \ $ SUMP:2541.35 BYPASS MANHOLE Q25_ STA=14+71.17 I Q100=01.05 L=24' CB - G.2 TO BE CONSTRUCTED PER ISPWC SD-624 I BP-D IE.= 2543.35 (S) STA. . 1 CONSTRUCTED PER ACHD SD-611 M \, a'\ I IE.= 2543.35 (N) STA. 16+2g,22;27.00E m ,,• 7 6 4 S=0.50% STA=14+71.17 1000 GAL \ � IE.= 2544.35 E O D=12 Q25=1.06 , Velocity=0.22 fps I ( ) �- 12 �� . Q100=1.47 BAFFLE SPACING: 20inch RIM.= 2547.47 7 8 9 10 13 L.50 BAFFLE EL. IN.: 254388 2 SUMP:2547.4 BYPASS MANHOLE ,. 11 1 O4 S=0.50% BAFFLE EL. OUT:: 2544.18 BLOCK 2 D=12" L=24 r. • �p �: 4 S=0.50% CB - G.1 ,, .' i. BP-E IE.= 2543.85 (SE) TO BE CONSTRUCTED PER ACHD SD-611 DESIGNED JKS D=12"'• STA=14+71.17 .'.•< ' : ' _ I IE.= 2544.85 (E) STA. 18+61.67;27.18E SG - E =1 . Q25=0.51 `- IE.= 2543.95 (SW) " STA=18+71.55 �� �! Q25=0. 1 - TOP OF SWALE LOWEST POINT):2545.96 DRAWN JKS r� TO BE CONSTRUCTED PER ISPWC SD-624 �� ° TOP OF SWALE LOWEST POINT):2545.73 BOTTOM OF SWALE HIGH POINT:2545.02 RIM.= 2546.08 Q25=0.50 1000 GAL BOTTOM OF SWALE HIGH POINT:2544.95 BOTTOM OF SWALE LOW POINT:2544.75 CB-Al SUMP:2543.41 Q100=0.70 CHECKED KS Velocity=0.26 fps BOTTOM OF SWALE LOW POINT:2544.58 LOW INLET:2546.46 IE.= 2544.41 (S) STA. 16+25.00; 17.33R • ° * ' BAFFLE SPACING: 20inch J' �' LOW INLET:2546.23 V100(REQUIRED)=452 C.F. ns ° �' ;; ' .=e��•' BAFFLE EL. IN.: 2543.55 �� �� V100(REQUIRED)=327 C.F. V100(PROVIDED)=508 C.F. RIM.= 2546.74 Q25=1.41 APPROVED KS I BAFFLE EL. OUT- 2543.75 �� BLOCK 1 V100(PROVIDED)=430 C.F. '.,•�:. . CB-CA SUMP:2542.99 Q100=1.96 \ ` 25 g ;•- .• . IE.= 2543.99 (N) STA. 14+94.47; 15.75R ' - W SANTA FE DRIVE - RIM.= 2546.74 0] yr I ... •r .° �d s ° OFF: 17 01 L 5 d \ 9 •: ': SUMP:2542.73 Q25=2.46 STA: 16+25.00 + r : °• ,. CB C.2 Q100=3.42 I C� 'L '' STA: 16 69.29 I 6'•• _ IE.= 2543.83 (S) STA. 14+94.47; 15.75L :. .' • 'r'. •• .' ° •....• ... \ O ,: OFF: 17.50 L • ' : �, IE.= 2543.73 (N) ° •:.. OFF: 17.49 L i m TOP OF SWALE LOWEST POINT):2546.75 OO .0.58%y%r! i"r.•:::.;•:::: :.;•. I RIM.= 2546.52 Q25=0.38 N N n ' BOTTOM OF SWALE HIGH POINT:2545.73 :� N N M O ` TOP OF SWALE LOWEST POINT):2548.04 • AVIATOR STREET CB-DA SUMP:2542.77 Q100=0.53 0 0 o N N M BOTTOM OF SWALE LOW POINT:2547.25 \ a: STA: 15+g7.33 :•: FG 3 0o w N N N I I N BOTTOM OF SWALE HIGH POINT:2547.32 LOW INLET:2547.25 o IE.=-2543.77 (N) STA. 16+28.22; 15.75R I I I rn y BOTTOM OF SWALE LOW POINT:2547.04 OFF: 17.50 L 0�� �° 2546.72' N N I V100(REQUIRED)=225 C.F. i J O RIM.- 2546.52 N I� _ ��-7 - , LOW INLET:2548.50 V100(PROVIDED)-300 C.F. 9 \ , .;: M Q25=0.75 BLOCK 3 V100(REQUIRED)= 152 C.F. o�°= FG SUMP:2542.51 . TOP OF SWALE LOWEST POINT):2548.27 a' y 6� CB-D.2 Q100=1.05 I BOTTOM OF SWALE HIGH POINT:2547.40 ;, V100(PROVIDED)=356 C.F. 8 •: :::0 2546.46 O IE.= 2543.61 (Sj z 7 :.,; FG / O IE.= 2543.51 N STA. 16+28.22; 15.75L - BOTTOM OF SWALE LOW POINT:2547.22 2 3 4 5 6 : 3 / r ' , N �i ::: ' LOW INLET:2548.27 I STA: 13+56.57 !• 3 2546.2 Ld .CB - Al IOf V100 REQUIRED 95 C.F. I '' r '• •e' RIM.= 2547.02 Q25=0.75 N Of V100(PROVIDED)=98 C.F. OFF: 17.50 L O .,• .. Q25=0.50 _ I STA=16+25.00 ,• • •' ,,,•., CB-EA SUMP:2543.27 Q100=1.05 N N Q FC' I O al. ,.'•. IE.= 2544.27 (NE) STA. 18+66.65; 15.75R 07 rn Of A I2548.05� FG " ' STA: 14+92.20 FG Q100=0.70 78'm : . I' O / O °•. `L=g4'i SEPARATION - O i; STA: 13+86.18 2547.90' / (OFF: 17.50 L 2546.58' O e� e TO C�/� RIM.= 2547.02 - p N / O PIPE ANGLE=22'' S=0.00%( 6 Q25=1.25 N I STA: 10+47.79 ,. I I OFF: 17.50 L OPEN _ SUMP:2543.01 U 1 L OFF: 17.20 L BLOCK 1 I _ 9 L=13' D-�?" SURFACE CB-E.2 IE.= 2544.11 (SW) Q100=1.75 W O N N N o STA: 12+26.50 STA: 12+65.70 :.�.' ': STA: 14+41.60' 4 S=0.48% x BLOCK 4 STA. 18+66.65; 15.75E 0' w N 1 rn N OFF: 17.50 L O OFF: 17.50 L O OF- 17.50 L " i. L=1 1' WATER IE.= 2544.01 (NE) w I N w -L 4' ° FG D-12 4 U // w N 1 1 i Q -I - J- :.O1410-,:: S=0.50% U STA: 10+7g.3 T ,. f- g OFF: 17.00 L g s 2547.25' g // . `a :x D=12" 2 TO BE CONSTRUCTED PER ISPWC SD-624 w 1= _ r� .. !. o ... -� . 1000 GAL o o STA: 10+05.58 9 9 BYPASS - = - - • .•.STA: 11+05.58 .:• • ;.°• FG ..°. ° .t • •. �` : '• SS MH:BP A O O F� - _ _� RIM 2547 58 OFF: 17.04 L ••'... '•• ... 1 " + :• $ +•'•••; :.' 0 G ASTA: 16+20.78 - ® :i' - SUMP:2540.40 VELOCITY=0.11 FPS U U U = OFF: 17.00 L FG 0 ¢ ¢ ¢ c� .,. 2548.75' :: ::. : : .. ------ ------------ - - J o GI GI _:. • :::0.69%::: ::::.:: 2545.52 lJP I .)i --- - ----- ( ) BAFFLE SPACING 201N w W W W W p 3 c o_ ....•••• - ° P _.__ ___._______ IE.= 2543 75 N BAFFLE EL. IN.:2543.37 0.40%...... .•;. :::.0.46/0..... ............. 0.40%.. 0.96% ..... ' o ...... ........ o ......... G ......0.62/0 ::..... ::: \ IE.= 2542.90 (E) w w w w :: ....•.... ::::0.40%:::::::.:......... 0.42/0 BAFFLE EL.OUT.:2543.67 N rlu N......................... . . :... ........ .............. .......... ............... ....... . ............. ..... ....... ..... ....:::... ....... .... ,. . ................ :.... ...... ...... ...... .........:::::. .... FG STA. 16+16.98;39.19R cn cn 2546.61' o ¢ ¢ ¢ ¢ 0 ¢ EG 2 ------------ 2547.10' - CONSTRUCTED PER ISPWC SD-624 M �iY FG -------�-- --- - FG- - -- 48 FG .,: .� ' FG S=0.00%O TQB B RIM.= 2547.48 1 00 GALO 2STO BE O 2548.27' 254 3.45' N 3 2548.70" STA: 13+04.73- ----�- -2548.03'---- FG : GI 2546.17' 9 D=18" SUMP:2540.10 ¢ ¢ ¢ ¢ ¢ ¢ - _ OFF: 17.50 L '` VELOCITY=0.41 FPS o 0 0 0 0 o w 10+00 _ (A - I O0 2547.63- i � SG-C IE.= 2543.51 (S) BAFFLE SPACING:201NCH > > > > > > w O EG FG O O FG ---- FG -- --- -�--- : 7 IE.= 2542.60 (E) BAFFLE EL. IN.:2543.13 2548.43' AVIATOR STREET O 2548.85' FG I SEE DETAIL SHEET CVERTICAL SAND E 0 A IE.= 2542.60 (W) STAF14+g4.OLE EL. U39.55L3.43 O N n � � 2548.56' 2548.50' 2548.13' I ,. .:.. a FG SG - A TO BE CONSTRUCTED PER ISPWC SD-624 8 2548.50' A 2546.17' STA=16+16.98 1000 GAL TO BE CONSTRUCTED PER ISPWC SD-624 RIM.= 2547.40 VELOCITY=0.16 FPS �0 E TOP OF SWALE LOWEST POINT :2547.10 L BOTTOM OF SWALE HIGH POINT:2546.00 1000 GAL SUMP:2539.96 mn ® Velocity=0.11 fps SG-D IE.= 2543.30 (S) BAFFLE SPACING:201NCH BOTTOM OF SWALE LOW POINT:2545.79 BAFFLE EL. IN.:2542.91 TOP OF SWALE LOWEST POINT):2548.36 BAFFLE SPACING: 20inch IE.= 2542.46 E LOW INLET:2547.63 ( ) BAFFLE EL.OUT.:2543.21 BOTTOM OF SWALE HIGH POINT:2547.57 FG BAFFLE EL. IN.: 2543.37 TOP OF SWALE LOWEST POINT):2548.35 V100(REQUIRED)=93 C.F. STA. 16+28.13;36.66L BOTTOM OF SWALE LOW POINT:2547.36 BAFFLE EL. OUT.: 2543.67 BOTTOM OF SWALE HIGH POINT:2547.18 V100(PROVIDED)=209 C.F. END CONSTRUCTION.ROAD TO 2546.35 4 � 3 LOW INLET: 08 C.F.5 BOTTOM OF SWALE LOW POINT:2547.02 TO BE CONSTRUCTED PER ISPWC SD-624 V100(REQUIRED)=208 C. n BE EXTENDED IN THE FUTURE ?3 LOW INLET:2548.85 I 1 1000 GAL V100(PROVIDED)=269 C.F. V100(REQUIRED)= 112 C.F. (BY OTHERS) RIM.= 2547.47.50 VELOCITY=0.26 FPS l ��P V100 PROVIDED = 150 C.F. TOP OF SWALE LOWEST POINT):2547.46 TEMPORARY DRAINAGE SWALE SUMP:543.840 Fj OF �v (PROVIDED)- SG-E E IE.= 2543.84 (NW) BAFFLE SPACING:201NCH Ty A. SCHN�\O BOTTOM OF SWALE HIGH POINT:2546.67 TOP AREA=25'xl3' BAFFLE EL. IN.:2543.55 BOTTOM OF SWALE LOW POINT:2546.12 BOTTOM AREA= 19'x7' IE.= 2543.00 (E) BAFFLE EL.OUT.:2543.75 LOW INLET:2548.03 DEPTH= 1' STA. 18+71.55;27.00L V100(REQUIRED)= 187 C.F. V100(PROVIDED)=393 C.F. SHEET C4.0 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD DRIANAGE PLAN.DWG 00 co OU a0 x 0 0 oz m _Q • W J 0 c/) 0- 00 m m W N Z 0 m W0 Q 0 15 30 60 90 SCALE: 1" = 30' KEYNOTES OSAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2-FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT.ASPHALT REPAIR TO FOLLOW ISPWC AND ACHD SUPPLEMENTAL STANDARDS TO THE ISPWC SD-301,SD-303,&SD-806 (MINIMUM CROSS-SLOPE) O6'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 O10'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 O6"VERTICAL CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-701 O3"ROLLED CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-702 0 OINSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE"H1"OR"H7"WITH 4'FLARES AND Z TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE Z a AND COLORED"TRAFFIC YELLOW". OINSTALL STREET NAME SIGN(ACHD TS-1109)INSTALLED PER ACHD SD-1114. O a OINSTALL SHALLOW INLET WITH 6"DEEP,3%6"ANGULAR RIP-RAP IN SWALE AS PER ACHD 8 SUPPLEMENTAL DRAWING SD-715. O � 1 Q 5-FOOT WIDE CONCRETE SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-709 10 INSTALL INLET CATCH BASIN TYPE I AS PER ACHD SUPPLEMENTAL DRAWING SD-601 SEE SHEET C5.3 SEE SHEET C5.5 11 INSTALL INLET CATCH BASIN TYPE IV AS PER ACHD SUPPLEMENTAL DRAWING SD-604A V W I I 0] I �� 12 INSTALL TYPE II BARRICADE WITH"KICK PLATE"AS PER ACHD SD-1132A.TYPE II co �.j OO I 5 I ` _ \ \ BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6"WIDE REFLECTIVE INC U. y - - - - - - - - - - - - - - - - - - r - - - - I 1 \ a� RED/WHITE DIAGONAL DECALS. IA 0 _ I g \\ \ .s �� 13 INSTALL TYPE III BARRICADE AS PER ACHD SD-1132B LABELED"THIS ROAD TO BE EXTENDED IN THE FUTURE"TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM a 4 I E" I BLOCK 3 7 8 $ STA=14+92.19 \ •' • WITH 6"WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. W TVC=2547.30 O W BLOCK 1 I .r, 1 2 3 4 5 i i 6 > s 14 CONSTRUCT 4'WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708 A/ I I 2 a I a STA=14+41.60 -(\ O TVC=2547.63 g 15 CONCRETE DRIVEWAY APPROACH WITH DETACHED SIDEWALK AS PER ACHD rw -.• Q I STA=1 1+09.04(PC) I I $ •` a �Si \ SUPPLEMENTAL DRAWING SD-710C.CONCRETE TO BE 6"THICK AT DRIVE APPROACH. Vl pp 3 STA=10+76.07(PT) Z TRC=2549.06' STA=13+12.95 _ ° CONNECT TO 0 I I TRC=2548.82' I � I $ - 3 GI N _ a I- I O TVC=2548.03 J �- - / •- 16 13-FOOT ACHD SIDEWALK EASEMENT. EXISTING SIDEWALK I TA=10+08.55 e ' - - - _ - - - TVC=2548.83' = 7 5 STA=11+56.99LSTTVA,= - - - - J L_ - - - - - - - w O STA 10+56. 9 (PC) I 12+34.95 :•: :: a - - J 8 $ :: w 17 OBSERVATION WELL AS PER ACHD STANDARD DRAWIGNS SD-627 -{� TVC=2548.99 - TVC=2548.85 =2548.53')I :.. ,' ' ''' o ^� 9 PI ss -I $ STA=12+84.80- "' v° BEGIN CONSTRUCTION 4 8 i / w 18 8'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 a a b• •'• 5 cb TVC=2548.23 IRR MH-8 L H STA=10+00.00 . •, : p :.. a'. Lo FLL STA=11+9 6.16 •a. ...:: .� .. GI TVC=2548.94 .. . . •. r UP 8 19 TEMPORARY 4'WIDE ASPHALT RAMP TO ROADWAY.TO BE REMOVED IN FUTURE WHEN I 1 N TVC=2548.68 IRR MH-7 4 Wd 0 AVIATOR STREET IS EXTENDED. . . ......... .......... GI .::::::::::::::::::• ::•. ::::: �R� STA=1 +00.58 '.'.':: .'.' : :::::::............ :• :::::.... .::•:. :::::. :::::. :::::. :::::. :::..: .':':::::::::. .• :....:::......::•:...... ............:•:.......:..... . ::. :::::•.: S :.:....... ... .::::::::::::::::::::............. . ::::. ::::: ::::::. ................... Og :: . :::::. ::::..........: ::. • ...... . :::. •:::::. :::::.: ... .............. ::::::::::::•::•::•::• : : :: ::.;•::::... ��� T TVC=2 48.56 6 ZP::::::::::::::::::::::::::.: 3 ................... ........... -- - - I _ O m 2 -V!- 18 4 - -�✓/- STA=10+35.81 $ ----P` ----- 3 r� =V 3 =_ �---- TF_-f== , _CONNECT SWALE0 - m ----- ---- 1 -+--TVC=2548.91'( O 4 0 EXISTING SWA E co n STA-11+30.01 (PT) - --= __ R=500.00' ; '•. O STA=12+29.27 (PC) --- - -- AVIATOR STREET TVC=2549.05' O i TVC=2548.56' 0 1 1 / .. .:.. • � • • DESIGNED JKS 8 STA=9+36.01 DRAWN JKS TVC=2548.57 RETAIN AND PROTECT EXISTING CONTRACTOR TO TRANSITION FROM STA=9+78.22 PEDESTRIAN CROSSING ATTACHED 7'WIDE CONCRETE CHECKED KS RETAIN AND $PROTECT EXISTING TVC=2548.57 SIDEWALK TO 5'WIDE DETACHED 12"STORM PIPE CONNECT TO EXISTING SIDEWALK AVIATOR STREET (SAWCUT LINE) PLAN VIEW CURB AND SIDEWALK APPROVED KS THE SAWCUT LINE IS SHOWN AS THE BEST ESTIMATED RETAIN AND PROTECT WIDTH REQUIRED FOR THE CROSS SLOPE OF THE ROAD TO RETAIN AND PROTECT EXISTING EXISTING CATCH BE WITHIN THE RANGE OF 2%-4%CROSS SLOPE.THE PEDESTRIAN CROSSING BASIN CONTRACTOR SHALL VERIFY THAT ALL NEW ASPHALT IS WITHIN THE ACCEPTABLE RANGE OF 2%-4%AND SHALL MAKE ADJUSTMENTS AS NECESSARY TO THE WIDTH OF THE NEW PAVEMENT SECTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND THE ACHD INSPECTOR IF AREAS N N n ARE UNABLE TO MEET THE REQUIRED CROSS SLOPE. 2555 2555 N N N n 0 0 0 N NUJ N O N - N �I I I N I r� U m Lo O I� 00 M 00 + 00 V � ( O r 00 Z �_ V _W (O V O Z O I I N + W 06 0000 O M O N II Lo N Q II II N N V N It + r + 00 U Q II PROPOSED FINISHED Q II � N t I Z � J GRADE PROFILE w J Q N it N io v N (� w > > � w J H J Q II II N N Cn p w > > PVI STA=10+08.73 a a > > u) w � w ¢ J � ¢o 2550 m a PVI EL=2548.40 d a a s j > w U) w a 0- -> > 2550 0 o 0 0 d as ON _0.40%_ -0.40% W ofN N N N �y -0.44% o 0- I I am w Ld AVIATOR STREET(SAWCUTLINE)STA: 10+93.51= M � CD o a ao o 0 0 0 06 NOTES: O J O D U U N DUPLICA E AVE STA: 10+10.58= + "m+ coo 00 N 0No r� r� rn O 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%WITHOUT a_ U Q Q Q Z ELEV:2548.74 N N + Lo 00 Sri 06 00 00 `r' OR it II � N + Lo Lo v .4 � co I- DEVIATION.ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL w w w w w a_ w II W J N N N N O 1- N a II w d 11 w it STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE � � M N M N 2545 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"TRAFFIC N cn cn cn cn N 2545 w ,I � 1t d FL w w w YELLOW" o Q Q Q Q oo z APPROX.EXISTING N N N w w w w w w uj GROUND PROFILE 2. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE ! ! 1 ! ! !Q Q Q Q Q Q RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL 4"PRESSURE IRRIGATION FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE > > > > > > w CROSSING REQUIREMENTS OF ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.THE CONTRACTOR SHALL MAINTAIN A DETAILED RECORD OF ALL FILL APPROX. EXISTING PROPOSED FINISHED LOCATIONS AND THE COMPACTION TESTING RESULTS FOR EACH LIFT. N GRADE AT SAWCUT Z GRADE AT SAWCUT 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 2540 00 co oo n 0 n N II co Lo coljqo 2540 o�c�s5\OC L SFNc�y�tt` c6 00 00 00 00 00 00 00 00 7 7 � � O Q� u) Lo Lo Lo Lo Lo Lo Lo Lo LoLo LoW) 14 v v N v N v N N N v N v N 3 7 b 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50T Q� AVIATOR STREET (SAWCUT LINE) PROFILE 0 A. SCNN����2- HORIZONTAL SCALE: 1"=30' SPECIAL NOTE TO CONTRACTOR: VERTICAL SCALE: 1"=3' 1. EXISTING AVIATOR STREET PORTION BASED OF SITE SURVEY BY OTHERS.CONTRACTOR TO CONFIRM ELEVATIONS PRIOR TO CONSTRUCTION. SHEET C5.1 2. STORM DRAINAGE FOR EXISTING SOUTH HALF OF AVIATOR STREET.SEE PREVISIONS ENGINEERING DRAWINGS FOR COMPASS CHARTER SCHOOL STORM DRAINAGE INFO(BY DATE: MAY 2023 OTHERS) BRONZE BOW PROJECT NO: 21009 C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD ROAD SHEETS.DWG 5-FOOT WIDE Lo II SEE SHEET C5.3 20'WIDE CONCRETE DRIVEWAY APPROACH AND ACCESS ROAD AS PER ACHD SD-710C.CONCRETE N o SEE SHEET C5.5 AREA ALSO PROVIEDS EMERGENCY TURNAROUND AS PER MERIDIAN FIRE DEPARTMENT PEDESTRIAN PATHWAY co M O I \ •;' �� REQUIREMENTS X oo 6 I ' I BLOCK 2 I I ACCESS ROAD, DRIVEWAY,AND SIDEWALK SECTION TO BE 6"THICK CONCRETE WITH 4"OF 3/4" O 0 Z \ . ; - �, '. I 13 \ .!• : • ROAD MIX BASE i I m LLi J •. •''4 .. .•. I 4 7 8 9 10 I I 11 12 I I ) ',: \ .• '�.:.: N O c� I I I I I .. I _ BLOCK 1 :. 20 o 0 o o �10 �• • i I ~•• I' L 19 ••r OI co co - - - - - - - - - J L - - / a (? 11 o co O \� v + N STA=18+06.92 (PT) z :��� N a� a TVC=2547.35 aT 12 W ,o \ \ a -A N n a' o rn p1 o cis+ A Q W8 W8 W8 - SS • \\ \\ ... :•.cn, .' ' . •°:. W SANTA FE DRIVE-W8 C> _� \� n N► N rn c,+.�,, ice' ,:. "` STA=18+41.99 d - - - - Q •' ;, \\ rs a.:'.•..• •.. t > aaY ss S SS8 SS8 SS8 SS8 SS8 ss 55 /. � \ N�+ rs n \� rn N �" TVC=2547.83 + � /Lp � 0 15 30 60 90 \ -,+ 13 I � o rn > 9 AVIATOR STREET SCALE: 1" = 30' d _ d •` w w - - - - - - - - - - - - - - - - - - - - - 1 8 \\ YG \ a. 9 - 4 0 o0 00 I I F 7 I0 0 1 2 3 4 5 I I 6 I I STA=15+21.07(PC) \ s wg - ss sslo Ao co S 1 sslo s N a IP� co I I I I TRC=2547.84' .. . \ so 5 .:' . • 48$p0' bo KEYNOTES • Q I BLOCK 3 I I o l l :. �0 '`' r STA=15+98.90 (PT) �/ r • .• 19 1 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2-FEET TO 8 STA=15+01.75 (PC)> 5 3 TVC=2546.58' 00 ` • STA=18+41.99 O PROVIDE SMOOTH TRANSITION TO NEW ASPHALT.ASPHALT REPAIR TO FOLLOW ISPWC TVC=2547.40 g / / ;• �' TVC=2547.83 cn N .,• 1. ,STA=16+30.13 (PC) - +•a 12 AND ACHD SUPPLEMENTAL STANDARDS TO THE ISPWC SD-301,SD-303,&SD-806 I n v I % X ��\ R20' �a 6 6� 551 TVC=2546.43 as. .. •. .• r• I v I r' - 6 S =18+06.92 (PT) (MINIMUM CROSS-SLOPE) II S �r STA=14+92.19 , TVC=2547.30' GI ' ' • \ v a O / °'`•' ::• TVC=2547.35' O •' I + m 6' O - I CB-Al 17 I 2 6'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 00 �, J L - - �, \ 4 s o s . . : . . BLOCK 4 _ 14'WIDE x 20'LONG CONCRETE DRIVEWAY I 9 win - :.•, STA=15+18.14 (PC) 10 STA=16+25.00 (PC) 10 - APPROACH AND ACCESS ROAD AS PER ACHD O 10'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 - :: : •::. .: 55 :... .'. TVC=2546.41' ti I 2 SD-710C ss PI PI •• 4 '.:r!•:' 1 ACCESS ROAD, DRIVEWAY,AND SIDEWALK 6 VERTICAL CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD 701 r PI 10 !! •• J:. / j SG-A° SECTION TO BE 6"THICK CONCRETE WITH 4" O SS r °'• IRR MH 8 •• 4 ROAD IX BASE 3 ROLLED CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD 702..• .., •., .�:.. •.,a, :• •. ;, :. . ' •• .. ..: �: .•t •aa. '.. '.a :•%' .. ••. '� ;:.• GI cP �' - OF3/ " DM (3� O O 0 6 14 ® 5 - 3 ' U P w ................ GI °� y• GI IRR MH-7 •• •• ••• ._.•; .,,::::,... :: _ cr.O U U P F� ___ _=_,-_,_._� EASEMENT I INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE"H1"OR"H7"WITH 4'FLARES AND ' 40'WATER EASEME GI .................... 6� 1 7 i 6 .......... """""' 712 DOMES SHALL BE CAST INTO THE CONCRETE ''.`.' .". .., • ... ........... :.....::......:::...................:........:::..... .. •:. .. � �� J, ; TRUNCATED DOMES PER ISPWC SD- CONTRA T R TO PROTECT EXISTING GRAVITY ..........::. :::::. ::................... :::::...:::: :::..:.::::•::•::::::... IRRIGATION HEADWALL.NO HEAVY MACHINERY:. . •:::. :::::. :: . . ::::.... GI RR INLET-H & z • ................ ............. :::::::::::::::::::::::.;;::::::::::::::::::::::::::: ::•::•::::•::::::::::::...... .... �z X AND COLORED"TRAFFIC YELLOW". Z - OR VIBRATORY ROLLERS MAY COME WITHIN _ STA=13+97.27 6 M:.i FD O \ X X X X X X X X_ TOB CLOSE PROXIMITY TO THE HEADWALL AND THE -�-- --- _ _ -- O TVC=2547.94' 4 x_ TO \CONTRACTOR MUST TAKE EVERY PRECAUTION O7 INSTALL STREET NAME SIGN(ACHD TS-1109)INSTALLED PER ACHD SD-1114. Q U---------r1��- ---- ,� _N-------------,�_,__- 3 ------ --- �� x e -- R=500.0�� _w. _-_ _--�----- N � _ _- O �• •� � O HAND ACCESS ROAD AS PER ACHD k INTEGRITY I COMPROMISED STRUCTURAL DEEP, -6 ANGULAR RIP-RAP IN SWALE AS PER ACHD ' GI C 14'WIDE x 20'LONG CONCRETE DRIVEWAY NECESSARY TO ENSURE THE Crl \ APPROACH NTEGRIT IS PRO O INSTALL SHALLOW INLET WITH 1 . P 3" a O -�- ___----- - -� --- SD-710C 1 \ \ I SUPPLEMENTAL DRAWING SD 715. 1 w O 1 / 9 \ / ACCESS ROAD,DRIVEWAY,AND SIDEWALK W I AVIATOR STREET I ".• SECTION TO BE 6"THICK CONCRETE WITH 4" r� I O 5 FOOT WIDE CONCRETE SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-709 > Z REMOVE EXISTING 12" v OF 3/4"ROAD MIX BASE STORM PIPE SEE SHEET C5.8 FOR SPECIAL I 10 INSTALL INLET CATCH BASIN TYPE I AS PER ACHD SUPPLEMENTAL DRAWING SD-601 O GRADING INFORMATION Q w W -` STA=13+95.31 CONTRACTOR TO TRANSITION FROM 11 INSTALL INLET CATCH BASIN TYPE IV AS PER ACHD SUPPLEMENTAL DRAWING SD-604A V/ TVA=2548.19' ATTACHED 7'WIDE CONCRETE Primary Owner: BEGIN CONSTRUCTION SIDEWALK TO 5'WIDE DETACHED 12 INSTALL TYPE II BARRICADE WITH"KICK PLATE"AS PER ACHD SD-1132A.TYPE II W I-I SIDEWALK BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6"WIDE REFLECTIVE COMPASS PUBLIC CHARTER SCHOOL INC CONNECT TO EXISTING RED/WHITE DIAGONAL DECALS. O CURB AND SIDEWALK RETAIN AND PROTECT r 1 ' PrimaryOwner: Primary Owner: 13 INSTALL TYPE III BARRICADE AS PER ACHD SD-1132B LABELED"THIS ROAD TO BE LLI li EXISTING CATCH y O EXTENDED IN THE FUTURE"TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM BASIN BPS FRANKLIN ROAD LLC BPS FRANKLIN ROAD LLC Z L a I WITH 6"WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. W SPECIAL NOTE TO CONTRACTOR: AVIATOR STREET I 14 CONSTRUCT 4'WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708 0 ui 1. NO CONSTRUCTION SHALL COMMENCE ON THE "BPS FRANKLIN ROAD LLC" PROPERTY AVIATOR STREET PLAN VIEW 15 CONCRETE DRIVEWAY APPROACH WITH DETACHED SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-710C.CONCRETE TO BE 6"THICK AT DRIVE APPROACH. WITHOUT THE EXPRESSED WRITTEN CONSENT FROM BOTH THE OWNER OF AVIATION V/ SUBDIVISION"AND OWNERS OF THE "BPS FRANKLIN ROAD LLC" LAND. THE CONTRACTOR 16 13-FOOT ACHD SIDEWALK EASEMENT. ce SHALL HAVE A COPY OF THE WRITTEN CONSENT ON SITE AT ALL TIMES. 17 OBSERVATION WELL AS PER ACHD STANDARD DRAWIGNS SD-627 � O 18 8'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 Q Q H 1g TEMPORARY 4'WIDE ASPHALT RAMP TO ROADWAY.TO BE REMOVED IN FUTURE WHEN ' AVIATOR STREET IS EXTENDED. 44 DESIGNED JKS LOW PT STA = 17+49.50 LOW PT EL = 2546.75 PVI STA = 17+92.00 DRAWN JKS PVI EL = 2546.92 2555 K = 77.26 2555 CHECKED KS LVC = 85.00' 0 L _ 0(D APPROVED KS z +Lo / `\ +Lo PROPERTY LINE. END O INN \ 00N CONSTRUCTION AVIATOR STREET STA: 5+49.72= II � II D rn CD STRONGHOLD AVE STA 20+88.86= w ;w + ELEV:2546.76 m \ W z ADJACENT PROPERTY. \ ELEVATIONS AND GRADES OU � _ o U) uj L6 Lo \ SHOWN FOR REFERENCE ONLY N 2550 Z- w a > PROPOSED FINISHED `+V � 2550 N O N N M � M GRADE PROFILE IL Lo -�- - -1 w N O O N N N 00 it N i - PVI STA=18+82.80 Q � I I rn �_ w \ // 1 PVI EL=2548.29 N cn r� I I > N I r� IL F- 0.40% 00N N Ld \ / I 00 `t N H N (n I o ON OO NN (n 0) Of Qp I II J z O 2545 ° � + Lo w w.545 0 g V N O c / 00 N U) O N > a w + Lo II a "'I END CONSTRUCTION W U I n N N a rn co N I / 0 N N I I o a w APPROX. EXISTING AVIATOR STREET I �I N w N Station=18+42.17 L > 48"RCP GRAVITY w N GROUND PROFILE U - r7 Q elev=2547.630 _ / CROSSING IRRIGATION PIPE D o 0 0 0 NOTES: O J O D U U 0 GRAVITY IRRIGATION I 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%WITHOUT a_ L U Q Q Q Z CROSSING 4"PRESSURE IRRIGATION DEVIATION.ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL w o o 0 w w w w CROSSING I / STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE N 0- 0- a- 0- N w (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"TRAFFIC cn cn cn cn O Q Q Q Q O Q I // YELLOW" � � Z w w w w w wbi 2. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE Q Q Q Q Q Q RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL 0 FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE > > > > > > w REQUIREMENTS OF ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.THE CONTRACTOR SHALL MAINTAIN A DETAILED RECORD OF ALL FILL APPROX.EXISTING PROPOSED FINISHED LOCATIONS AND THE COMPACTION TESTING RESULTS FOR EACH LIFT. Oz N GRADE AT CENTERLINE GRADE AT CENTERLINE 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 2535 _ 2535 .. .. .. .. `. .. .. .. .. .. .. 1- N N Of n 10 M N � O � N � � N_ OD Of 1� n N It It O 1� n tb M M � N 1� � Of I� aD 1`1 1` 1` 1` n n 10 10 10 00 W W W M W M 1`1 OD P, ItIt 1* � � � � 1* 1* 1* 1* 1* It W) It � d 14 W) Lo to o Lo Lo Lo Lo Lo Lo Lo Lo W) W) W) W) 3 N N N N N N N N N N N N N N N N N N N N N _- 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 3\oP� --- - - - - -- --- F`, OF Q�v AVIATOR STREET PROFILE ry A. scHN�� HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' SHEET C5.2 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD ROAD SHEETS.DWG 00 co OU a0 x 0 O oz m _Q • W J O c/) LL . . . _ . . . - . . . - . . . - . . . _ . . . o I x 0- 00 _ . . . - . . . _ . . . - . . . . . . _ . . . _ . . . - . . . - . . . - . . . mm W 0 i To o B TOB TOB TOB I os/ x � s I To \ BLOCK 1 I Z� I m I e \ 2 / 0 "�� o zoos x o PI PI PI PI PI PI \ Q \ j I 0 15 30 60 90 1 3 - 4 _ 5 6 7 8 I I 9 10 11 12 13 14 I I x I I STA=10+17.58 (PC) I I BLOCK 1 I I \\ p� O I I SCALE: 1" = 30' I I i i NC=2548.99 I I I I I \� I !� x I STA=10+37.58(PT) I I 11 15 \ TRC=2548.82' �� �� �� I I�� �o N� ��, Lo I I �__ - - r 3 KEYNOTES � � o6 � � cd coN I Iv; � M ,6 * r 4aopo � I I � x ;. , + - - - -QU�,w-. •-04 co + •-: •-' •10 ••• • +II 04 to r � ,n + � t + + + + I + �II I x SAWCUT EXISTING ASPHA LT PERPENDICULAR AND PARALLEL A MINIMUM OF 2-FEE T TO Lo + N N M o O 11 II N STA-14+16.26(PC) 14WIDE GRAVEL ACCESS ROAD AS PER ISPWC PROVIDE SMOOTH TRANSITION TO NEW ASPHALT.ASPHALT REPAIR TO FOLLOW ISPWC N II IIN CN L - - - SD-304 FOR NMID AND ACHD ACCESS AND USE � Q LQ U Q U TRC_2547.30 AND ACHD SUPPLEMENTAL STANDARDS TO THE ISPWC SD-301,SD-303,&SD-806 - �N � U Hw - w -Q QU - - - - - - -L (MINIMUM CROSS-SLOP )N N N STA_14+to4 30.08n ' I' TRC=2547.25 :e :• ' •' +.' 6'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 II � - - - - - - - - - ••cn:; 10'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 l i g x 5 N DUPLICATE AVE 16 o I 6 � � .: O 6"VERTICAL CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-701 m 5 �-I- - - - - -SSS O m SS8 -SS8 SS8 SS8_ -SS8 SS8 SS8 I O - - t cca 5 3"ROLLED CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-702 STA=1 0+37.92(PT) 5 14 co O STA=12+41.47 0 0 � ►. W 7 M O TRC=2548.00' O 5 O STA=13+90.56 x INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE"H1"OR"H7"WITH 4'FLARES AND TRC-2549.06' w8 w8 w8 - O6 - W8 N/8 W8 W8 8 TRC=2547.41' °p TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE H - - -� - - - - - - - \ sol I I AND COLORED"TRAFFIC YELLOW". ' ► '.•3 , ,. F� O INSTALL STREET NAME SIGN(ACHD TS-1109)INSTALLED PER ACHD SD-1114. _STA=11+11.42(PC) •': �2 Y:, . y TRC=2548.52'-R20 ' 6 a ' ' - - - - - - - - - TA=14+16.26(PC) " '6 o STA=1 4+74.20(PT) �■■� s TRC=2547.30 - �2: TRC=2547.07 g INSTALL SHALLOW INLET WITH 6"DEEP,3%6"ANGULAR RIP-RAP IN SWALE AS PER ACHD I-I 1 I I 7 I �_ Lo �- Lo x \ ,n N-Ln r- - - -,n � - -�n - - - - - - - SUPPLEMENTAL DRAWING SD-715. STA=10+17.92 (PC) I I f� _ � o `O � 'n W I I I 4 NC=2549.05' STA=11+31.42(PT) v STA=11+75.42(PT) I lao ar° `� - c4 I I •' I a W I TRC=2548.27 I + -* + Lo + to + � I, g 5-FOOT WIDE CONCRETE SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-709 Z TRC=2548.46 �: > I N I N �_ N M N I O I I jl a II U II 0 II U W 11 X CB-C.2 BP-C x I O INSTALL INLET CATCH BASIN TYPE I AS PER ACHD SUPPLEMENTAL DRAWING SD-601 STA=11+55.42(PC) Q U < W a Q W I I I 10 O I I I I I N �- STA=14+74.20(PT) CB-C.1 Q Z sl I I I w TRC=2548.46 I I N N N E~ SG C i 2 d 8 I TRC=2547.07 I I v, 00 5 l x 11 INSTALL INLET CATCH BASIN TYPE IV AS PER ACHD SUPPLEMENTAL DRAWING SD-604A 00 co j 4 I BLOCK 3 I v z I 5 4 3 2 1 I '"? 5 -'. I 12 INSTALL TYPE II BARRICADE WITH"KICK PLATE"AS PER ACHD SD-1132A.TYPE II BLOCK 2 BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6"WIDE REFLECTIVE I I I I BLOCK 2 g I •' x RED/WHITE DIAGONAL DECALS. INSTALL TYPE III BARRICADE AS PER ACHD SD-1132B LABELED"THIS ROAD TO BE W 13 SEE SHEET C5.2 SEE SHEET C5.6 SEE SHEET C5.4 EXTENDED IN THE FUTURE"TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM N DUPLICATE WAY PLAN VIEW WITH 6"WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 4 14 CONSTRUCT 4'WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708 O W 15 CONCRETE DRIVEWAY APPROACH WITH DETACHED SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-710C.CONCRETE TO BE 6"THICK AT DRIVE APPROACH. 16 13-FOOT ACHD SIDEWALK EASEMENT. H 17 OBSERVATION WELL AS PER ACHD STANDARD DRAWIGNS SD-627 18 8'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 a Q 1g TEMPORARY 4'WIDE ASPHALT RAMP TO ROADWAY.TO BE REMOVED IN FUTURE WHEN z AVIATOR STREET IS EXTENDED. DESIGNED JKS DRAWN JKS 2555 2555 CHECKED KS u o `r' o o M o APPROVED KS 0 0 o o o+ H J U) In LU 0 U7 Q W a N DUPLICATE AVE ST A 10+00.00= Q a+2550 ' AVIATOR STREET SA CUT LINE STA: 10+93.88= n 71 ~ N ELEV:2549.03 O QPROPOSED PRO F N N n J LJ NGRADEPROFILE mo w o o N N w / d a Q I I rn 0 -0.40% // N I� r7 o col\ / 0.50% z 0 0 N N w o � \ ,� PT=14+74.20 I _ - - - - - - - - - - - - - - - - - - - - � cDr` EL=2547.14 N it 'n \ CO J \v - (n cn 0) Of p 2545 4"PRESSURE IRRIGATION 2545 CROSSING O � Q o it ' N c> d U N 17 Q I APPROX. EXISTING Ld GROUND PROFILE ' w N CD I o I N �_ w N I 12"STORM DRAIN w N I I I Q 4"PRESSURE IRRIGATION I U r7 CROSSING I CROSSING 2 2 = O 1 NOTES: J U U U = ' 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%WITHOUT D_ U Q a a c� DEVIATION.ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL � w w w w 0 STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 0- 0- a- 0- 2540 _ - 2540 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"TRAFFIC o Q Q Q Q o Q YELLOW" w w w w w w 2. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE Q Q Q Q Q Q RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE > > > > > > w REQUIREMENTS OF ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.THE CONTRACTOR SHALL MAINTAIN A DETAILED RECORD OF ALL FILL APPROX. EXISTING PROPOSED FINISHED LOCATIONS AND THE COMPACTION TESTING RESULTS FOR EACH LIFT. Oz N GRADE AT CENTERLINE GRADE AT CENTERLINE 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L 2535 .. .. .. 2535 FNcy M M Uo M N M M M M M O M (0 M CD M IA M C SF O O O CD O t0 O N O t0 a0 O t0 O d 0f N �0 C) 0) aD aD to aD to aD c0 aD (6 a0 IA n IA n N n 01 It It It It It It It * * * * * * d d rM to to U) U) U) U) U) U) U) U) U) to to to to to N N to to N N v N v N v N v N v N v N v N v N v N 1 4 3 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 ` ?3 OF SOP N DUPLICATE WAY PROFILE A. SCHN�� HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' SHEET C5.3 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD ROAD SHEETS.DWG 00 co OU a0 x 0 O oz 00 _Q 14'WIDE x 28'LONG CONCRETE DRIVEWAY Lu J APPROACH AND ACCESS ROAD AS PER ACHD d 00 SD-710C co 00 ACCESS ROAD, DRIVEWAY,AND SIDEWALK 0 W N SECTION TO BE 6"THICK CONCRETE WITH 4"OF Z 3/4"ROAD MIX BASE O X X X X X X X X X 14'WIDE x 28'LONG CONCRETE DRIVEWAY 0_ X -x x u v X X APPROACH AND ACCESS ROAD AS PER ACHD m 14'WIDE GRAVEL ACCESS ROAD AND TURNAROUND X X X X X X X X SD-710C z AS PER ISPWC SD-304&SD-305 FOR NMID AND ACCESS ROAD, DRIVEWAY,AND SIDEWALK -X X X X X ACHD ACCESS AND USE SECTION TO BE 6"THICK CONCRETE WITH 4"OF p 3/4"ROAD MIX BASE 14'WIDE GRAVEL ACCESS ROAD AS PER ISPWC SD-304 FOR NMID AND ACHD ACCESS AND USE STA=14+94.47 0 15 30 60 90 th '- 11 TRC=2546.99' ul 17 STA=14+74.20(PT)- z TRC=2547.07' > - - - SCALE: 1" = 30' �nn SG-C O 16 STA=15+51.07,. g SG-DSG-D 0 TRC=2547.27' 00 'y BP C •• ;BP-D KEYNOTES tp- .:• :• ' ..• a GRAVEL ACCESS - 11 STA=16+28.22(PC) _ nn O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2-FEET TO ROAD TURNAROUND �S � TRC=2546.77' CB-D.2 �• •._ , PROVIDE SMOOTH TRANSITION TO NEW ASPHALT.ASPHALT REPAIR TO FOLLOW ISPWC AS PER ISPWC - le -- - - .• m -, 5 W TOPEKA STREET \ AND ACHD SUPPLEMENTAL STANDARDS TO THE ISPWC SD-301,SD-303,&SD-806 S . - . - . m 8 (A (MINIMUM CROSS-SLOPE) ,3`O�O j M 5 p R,36- \ .�1� PI PI 2 6'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 SS SS10 I SS10 0 SS10 S 10 ss 10 O S� _ O S1� CB-CA 3S10 SSW- CB �" ss M O 10'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 PI - - - CB-D.1 Q --- --- / STA=15+5 0_7 - STA=14+16.26 PC I �o;' * •'.. ' ` ' • O' :• TRC=2547.27' °: • BLOCK 1 O4 6"VERTICAL CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-701 TRC=2547.30' - - -STA=14+94.47• - g' 0� % 5 3"ROLLED CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-702 O I 2 I +I TRC=2546.99' 11 -I - - - - - - - - - - F' ° I o 26 O W - I c g I 18 I+ '• �� a: 25 O INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE"H1"OR"H7"WITH 4'FLARES AND j I / / STA=14+74.20(PT) - - - - TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE ~ / I 3 I TRC=2547.07' 16 I I `° f STA=16+84.95(PT) AND COLORED"TRAFFIC YELLOW". Q� 14 00 1 I 11 TA=16+28.22(PC) I . . I TRC=2547.05 f O O / I ' STA=1 4+16.26(PC) 1 I TRC=2546.77' O+LI a;• 15 1 W ss •• TRC=2547.30' I I I ° •• , ,: y. •, I �7 INSTALL STREET NAME SIGN(ACHD TS-1109)INSTALLED PER ACHD SD-1114. ce .• ••• > co a 1 STA=16+84.95(PT) . ' 63 i I I I O INSTALL SHALLOW INLET WITH 6"DEEP,3"-6"ANGULAR RIP-RAP IN SWALE AS PER ACHD I / BLO I =2547.05' I I SUPPLEMENTAL DRAWING SD-715.CK 1 TRC 33'BTB 1■■1 �° cc 5-FOOT WIDE CONCRETE SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-709 I I - - - - - - - - - , Ca I Q U INSTALL INLET CATCH BASIN TYPE I AS PER ACHD SUPPLEMENTAL DRAWING SD-601 1 10 Z Z t00n I ° W8 W8 1 .' • NI I 3 I 16 I j _ •a W8 8 w 11 INSTALL INLET CATCH BASIN TYPE IV AS PER ACHD SUPPLEMENTAL DRAWING SD-604A Q 37'R-o-w I I x 1`:.. . W LOS ALAMOS LN PRIVATE CO. _ co O� I I I 14 1 63' c I BLOCK 2 I I BLOCK 2 I I ss Z SS8 SS8 ) SS8 SS8-N w 12 INSTALL TYPE II BARRICADE WITH"KICK PLATE"AS PER ACHD SD-1132A.TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6"WIDE REFLECTIVE 33'BTB y. I 1 1 • , RED/WHITE DIAGONAL DECALS. �� 1 4 I I 15 I `: I SEE SHEET C5.3 SEE SHEET C5.57 13 INSTALL TYPE III BARRICADE AS PER ACHD SD-1132B LABELED"THIS ROAD TO BE W EXTENDED IN THE FUTURE"TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM W W TOPEKA STREET PLAN VIEW WITH 6"WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 14 CONSTRUCT 4'WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708 O H 15 CONCRETE DRIVEWAY APPROACH WITH DETACHED SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-710C.CONCRETE TO BE 6"THICK AT DRIVE APPROACH. 16 13-FOOT ACHD SIDEWALK EASEMENT. W 17 OBSERVATION WELL AS PER ACHD STANDARD DRAWIGNS SD-627 18 8'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 a O 1g TEMPORARY 4'WIDE ASPHALT RAMP TO ROADWAY.TO BE REMOVED IN FUTURE WHEN AVIATOR STREET IS EXTENDED. DESIGNED JKS DRAWN JKS 2555 2555 CHECKED KS APPROX. EXISTING APPROVED KS GROUND PROFILE � J\ O M N O \ L+ N M l!) - 00W t I� II N + (O 2550 a N w N 2550 N N co N N M / cn w - > O O N N N PROPOSED FINISHED / 5; 5; �a o w � I N N 0) 4 I GRADE PROFILE / a s a C o N �D N I N ° / 0.40/0 0.50% \ 0.64% 0.50% z - - _ N PT=14+74 20 - _ _ _ N Of 1 N M EL=2547.1 P 16+28.22 U-) N N V) o / r- =2546.83 (n � ¢o 2545 N + N 2545 zo o 0 U W ' II O N W (3 N I'7 P7 Q I I ' 0 Qf 0- N N L'..I 1 I U � cn I �I Q 4"PRESSURE IRRIGATION 12"STORM DRAIN W CROSSING CROSSING O o = 12"STORM DRAIN CROSSING NOTES: U U U = ck� I I 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%WITHOUT a_ L U Q Q Q Z I I DEVIATION.ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL � w w w w 0 4"PRESSURE IRRIGATION STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE N a- 0- a- a- CROSSING w 2540 L _ CROSSING 2540 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"TRAFFIC O Q Q Q Q Q YELLOW" � O w w w w w wbi 2. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE Q Q Q Q Q Q RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL 0 FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE > > > > > > w REQUIREMENTS OF ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.THE CONTRACTOR SHALL MAINTAIN A DETAILED RECORD OF ALL FILL APPROX. EXISTING PROPOSED FINISHED LOCATIONS AND THE COMPACTION TESTING RESULTS FOR EACH LIFT. Oz N GRADE AT CENTERLINE GRADE AT CENTERLINE 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L 2535 2535 Chi. N N O c0 rrn rn O N Obi O�� C SF yF M to iA to to U) U) U) U) co to to v N v N v N v N v N 1 4 3 14+50 15+00 15+50 16+00 16+50 ` ?3 OF SOP W TOPEKA STREET PROFILE ry A. scHN�� HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' SHEET C5.4 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD ROAD SHEETS.DWG 00 co OU SEE SHEET C5.7 SEE SHEET C5.7 SEE SHEET C5.2 MX 00 6 I LL I N 17 J o Ili-i O Lo X I 17 17coN / pO 4 m m - - O 00 L •• I \ Z p O �x ! \ [0 I vNi 51 R STA=20+78.62 (PT) X 14'WIDE GRAVEL ACCESS ROAD AS PER ISPWC 9 •: TVC=2546.84 `!' \ z SD-304 FOR NMID AND ACHD ACCESS AND USE \ w 4 \\ q 0 51 1 '• STA=20+59.30(PC) x BLOCK 1 TRC=2547.34'40 \ 25 "81a,sz Y 18 � 25 3 •a.. \\ 1& 0 15 30 60 90 V7 ° •, 00 I / �10 SCALE: 1" = 30'X I ` g 5 /�• 4 0 1 N 28 0 s .: x 1 00 w KEYNOTES �� �/5 STA=20+59.06 (PT) a I ' STA=19+56.26 O O b TVC=2547.40' 1 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2-FEET TO ' •'TRC=2547.62 co N ' .. O x f�; i / cti \ ( PROVIDE SMOOTH TRANSITION TO NEW ASPHALT.ASPHALT REPAIR TO FOLLOW ISPWC '• a STA=18+66.65 AND ACHD SUPPLEMENTAL STANDARDS TO THE ISPWC SD-301,SD-303,&SD-806 a •:' 11 TRC=2547.27' �� �� STA= .? (20+39.74 PC (MINIMUM CROSS-SLOPE) 00 `'' �� '•I� i ( ) O �' 9 STA=19+23.26 � ' 6 Oti TRC=2547.84' O 6'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 TRC=2547.49: .. . 15 5 No ��� / / ::::;. >. x 26 f 17 ����� ��O / 6 // g \� \ 7G O 10'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 - co �j '' / • ° • 6"VERTICAL CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-701 I I I BLOCK 1 I- . - - - - a + rl ��J a•' ` ��'� S'2o, STA=19+64.96(PT) \ \ O ; O W I x I 3 00 A n N SG E .q 14 ° �' TRC=2547.66' g O 1p 3"ROLLED CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-702 STA=16+84.95(PT) I N Q U O O / 7 \ �� O INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE"H1"OR"H7"WITH 4'FLARES AND STA=17+28.84 STA=17+61.84 BP-E . TRC=2547.05' L N ~ / / X �' 6 9 \ TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE x LL PI TRC=2547.27'- 15 TRC=2547_..44 CB E 2 O ° STA=19+45.50(PC) \ \ J O 9 16 5g 5 TRC=2547.70' \ I g AND COLORED"TRAFFIC YELLOW". ' \ STA-19+17.92(PT) ( )INSTALL STREET NAME SIGN ACHD TS-1109 INSTALLED PER ACHD SD-1114. :. ••a• •�„ i 6 �` 1 1 O 0 a x � • '.� � - - - � •o :°... .. :;�• TRC=2547.79' 1 •' Ng 510 • '� v INSTALL SHALLOW INLET WITH 6"DEEP,3%6"ANGULAR RIP-RAP IN SWALE AS PER ACHD SUPPLEMENTAL DRAWING SD 715. N STRONGHOLD AVE W8 g 1 I Z:..0 ah c - \ \ \ \ _ - IRR MH 8 --�--- O 5-FOOT WIDE CONCRETE SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-709 Q II O 5 M p / a, STA=18+98.76(PC) - _ _ '„ r-- s1o �ss10 ss1 M <MI - -ss10 i 13 `- - - _ _ - -I I x '< / TRC=2547.39 � � I� 10 INSTALL INLET CATCH BASIN TYPE I AS PER ACHD SUPPLEMENTAL DRAWING SD-601 • I _ r I r III 0 Q - - - � � •. . °. •;•'• STA=18+66.65 11 1 1 ~.�. \ 5 I �I I � 7 \ I I i 11 INSTALL INLET CATCH BASIN TYPE IV AS PER ACHD SUPPLEMENTAL DRAWING SD-604A I I TRC=2547.10 O� I I I x 11 TRC=2546.77' 16 M ;STA=18+61.31(PT) - I INSTALL TYPE II BARRICADE WITH KICK PLATE AS PER ACHD SD-1132A.TYPE II co '• +� ' I i i I 12 BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6"WIDE REFLECTIVE TRC=2547.29 L _ _ _ _ .. I N CB D.1 a SG-D O N N 1i 1+ - NII rv7- ryII v �II II `� I • _ I I ,� w II 013 RED/WHITE DIAGONAL DECALS. N c0 WBP-D CB-D.2 0) � - r,:- 6 ce oo i. BLOCK 3 INSTALL TYPE III BARRICADE AS PER ACHD SD-11326 LABELED"THIS ROAD TO BEg 12 00 N+ + � + � j co r-r N rN rNa 00 1 EXTENDED IN THE FUTURE"TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM � BLOCK 2 6 WITH 6"WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. a o I � � �' ~ � � � � � to) �I a I QN I I II �I 0 I16 00Ui II 18 + �1 I w ;� L. - - - - - - - - J I I ii 14 CONSTRUCT 4'WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708 C)O r to, z •• I I .' :•:. II I O15 CONCRETE DRIVEWAY APPROACH WITH DETACHED SIDEWALK AS PER ACHD 0 STA-16+28.22 P 17 16 15 14 II II TRC=2546.77 SUPPLEMENTAL DRAWING SD-710C.CONCRETE TO BE 6"THICK AT DRIVE APPROACH. 3 5 I I BLOCK 2 I �, I I �' I I 16 13-FOOT ACHD SIDEWALK EASEMENT. SEE SHEET C5.4 N STRONGHOLD AVE PLAN VIEW SEE SHEET C5.6 SEE SHEET C5.1 17 OBSERVATION WELL AS PER ACHD STANDARD DRAWIGNS SD-627 > 0 18 8'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 a 1g TEMPORARY 4'WIDE ASPHALT RAMP TO ROADWAY.TO BE REMOVED IN FUTURE WHEN V1 AVIATOR STREET IS EXTENDED. z DESIGNED JKS DRAWN JKS 2555 2555 CHECKED KS APPROVED KS APPROX.EXISTING � 1 GROUND PROFILE � I STRONGHOLD AVE STA: 19 39.76=� N SANTA FIE DRIVE STA: 15+1 .11= `q 1 co 6 L M ELEV:2547.62 7 ftNGHOLD AVE ST :20+88.86= N 1 + I� M \AATOR STREET ST : 15+49.72= to co N � STRONGHOLD AVE STA 17+45.07= / 1 N w - 1 N EL V:2546.76 � m + LOS ALAMOS LN STA 10+ 10.00: Lo - w\ c Co 2550 ;, N W w / > > N N 2550 N N w N O O N N N < II > a STRONGHOLD AVE STA: 19+39.16= / a Q II o N N M M cn w 1 a > SANTA FIE DRIVE STA: 12+96.82= / ~ w I I I rn a PC= 6+28.22 ELEV:2547.62CL EL= 546.83 11 .40% 0.50% 0.40% / 1. ° _ - 59/ Z -0.64% Ld _ - - 1cl) CD - - - - - - CON N V) N Lq V 1 O � / M M Cj co N (n Lo co 2545 00 00 + LID 11� 1 °' N / + � N co cc 2545 z °' o ON t` 11 1 C.� W WN II J 00V Q U II J �I W CL / H W f.L w O N (n N H W 1 D_ N 11 J U I I.7 P7 Q 1 0 1 PROPOSED FINISHED 0 0- w w r1 N N CD � N I I �3 0 1 ' GRADE PROFILE w ti It N > CD 4"PRESSURE IRRIGATION 12"STORM DRAIN w N I I I Q 12"STORM DRAIN CROSSING 1 CROSSING ~ o 0 o p 2 2 2 CROSSING 11 NOTES: O O J O D U U = 4"PRESSURE IRRIGATION 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%WITHOUT � Q a a c� \ 4"PRESSURE IRRIGATION CROSSING DEVIATION.ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL w o \ ' CROSSING ()f w w w w STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 0- 0- a- 0- 2540 \ 2540 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"TRAFFIC o Q Q Q Q o Q YELLOW" Z (n Ln cn Ln w w w w w w 2. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE �Q 1 Q Q Q Q Q RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL 0 FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE > > > > > > w REQUIREMENTS OF ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.THE CONTRACTOR SHALL MAINTAIN A DETAILED RECORD OF ALL FILL APPROX. EXISTING PROPOSED FINISHED LOCATIONS AND THE COMPACTION TESTING RESULTS FOR EACH LIFT. Oz N GRADE AT CENTERLINE GRADE AT CENTERLINE 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L 2535 �, 2535 FNcy N OI Ito r- O "1O M 0 to t0 O t0 00 00 C St O> P N t0 OR d N 1: N t0 t0 00 (f M Ito to tG r� rn Il 0r- to P to I� ri ri O P, to r� * � d to 1* M * d d ItIt to d d d toV) N N V> V7 V> V> N N V> V) O O O O O O N N N N v N N N N N v N v N N N v N 1 4 3 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 t -2 3 IQQ OF \OP N STRONGHOLD AVE PROFILE A. scHN�� HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' SHEET C5.5 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD ROAD SHEETS.DWG 00 co OU a0 x 0 0 oz m _Q W J 0 co 0- 00 0 m m W N Z 0 m W0 Q 0 15 30 60 90 SCALE: 1" = 30' KEYNOTES (D SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2-FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT.ASPHALT REPAIR TO FOLLOW ISPWC AND ACHD SUPPLEMENTAL STANDARDS TO THE ISPWC SD-301,SD-303,&SD-806 (MINIMUM CROSS-SLOPE) O6'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 SEE SHEET C5.3 SEE SHEET C5.5 O 10'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 6"VERTICAL CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-701 ss m a V) " O 3"ROLLED CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-702 W 00 O I 10 I ', I °'. O U O INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE"H1"OR"H7"WITH 4'FLARES AND O H o_ I I I w TRUNCATED DOMES PER ISPWC SD 712. DOMES SHALL BE CAST INTO THE CONCRETE PI PI PI ••. = AND COLORED"TRAFFIC YELLOW". O O co W O INSTALL STREET NAME SIGN(ACHD TS-1109)INSTALLED PER ACHD SD-1114. 0 cn ao li _ - - - - - - - - - - - - - - cn - - - - d .•• p 9 I ;•:• I 9 I I I I \ 4 O - FE LANE(PRIVATE O INSTALL SHALLOW INLET WITH 6"DEEP,3%6"ANGULAR RIP-RAP IN SWALE AS PER ACHD I I` I I ,. I \ \^^ : OQ 715.�wS SUPPLEMENTAL DRAWING SD 9L - - - _ _ _ _ - - - - STA=10+16.43(PC) BLOCK 2 u' `,1STA-12+72.04(PT) • ' 5-FOOT WIDE CONCRETE SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-709 Z TRC=2548.27 TRC=2547.39� > Q� - - - - - - - - - - 13 cc 8 a '� I a 7 8 9 10 I I 11 12 I I 1� \ .; 10 INSTALL INLET CATCH BASIN TYPE I AS PER ACHD SUPPLEMENTAL DRAWING SD-601 z I I Rio I I tN nk \ '.:� � : ♦ m - �p co I '� 11 p , 14 11 INSTALL INLET CATCH BASIN TYPE IV AS PER ACHD SUPPLEMENTAL DRAWING SD-604A Q� Q r7 'ao M_ n• �. I I -I UI I C7 11 r'v, Q •.a \� .i ° O O in 00 un M CO ao r I I r cco o n 1 N N- r- �� `ri �: 12 INSTALL TYPE II BARRICADE WITH"KICK PLATE"AS PER ACHD SD-1132A.TYPE II a N cn ao a0 a0 0 0o Mao II U J U' + '� • BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6"WIDE REFLECTIVE L - II II - - -+ ,- - + � - -+ � - J L+ � N �- - - 6 av o � o �- - � ,n - � Ln - - cn o c°-�i y �� I - � �l N N N N 9 J RED/WHITE DIAGONAL DECALS. [� I II II jI II p II p II �'•' 6 r/ W oc 7 I N �_ N N N P o O INSTALL TYPE III BARRICADE AS PER ACHD SD-1132B LABELED"THIS ROAD TO BE N I ° _ � • " • v EXTENDED IN THE FUTURE"TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM •�! •• ' Ng \� `ri'' T Ai 18 WITH 6"WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. ~ - ce wg 5 0� m W8 wa - �. ss `t . �0� BLOCK 1 R=295.04' -" 14 CONSTRUCT 4'WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708 O Q 6 m -+ - W SANTA FE DRIVE y N :• . G� 6 ~ W - I I rr I S SS8 � N S8 SS8 SS8 SS8 ss ••• ° �'�� 15 CONCRETE DRIVEWAY APPROACH WITH DETACHED SIDEWALK AS PER ACHD Lu I I a ° \ d SUPPLEMENTAL DRAWING SD-710C.CONCRETE TO BE 6"THICK AT DRIVE APPROACH. • • ° 14 I N n y N N 7 \• O 16 13-FOOT ACHD SIDEWALK EASEMENT. I1-3 O I 5 I °♦ R2o 00 Lq vi CO ao r M '0 9 r OBSERVATION \'♦\" '•' `�$ •a yA, °.. ::'::: � 1197 O BSERVATION WELL AS PER ACHD STANDARD DRAWIGNS S D-627Ln ao ao 00 000 r0 ao + N- - - + LA 0 o 04 t rL � + I t0N + 8'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 II II II II 00 1D 0 9j j II N i c � � � < w STA=12+67.16(PC TEMPORARY 4'WIDE ASPHALT RAMP TO ROADWAY.TO BE REMOVED IN FUTURE WHEN < (6 � � N o 00 TRC=2547.70 4 7 > a ,VZawl AVIATOR STREET IS EXTENDED. N STA=1 2+84.95(PT) _ c 1 2 3 4 5 I I 6 I I TRC=2547.66' 904 J a N BLOCK 3 R20' s �� W r STA=10+16.57(PC) I -I Z • I II II JI s TRC=2548.52' \ g / wBLOCK 1 3 • 4. ui 1 - - - - - - - - - - - - - SEE SHEET C5.3 W SANTA FE DRIVE PLAN VIEW SEE SHEET C5.2 DESIGNED JKS DRAWN JKS CHECKED KS APPROVED KS N NO N N M M 2555 2555 w N o o N N N SANTA FE STA: 10+ 0.00= 0 I I to I �I cD N N DUPLICATE AVE A: 11+43.50= SANTA FE TA: 12+96.82= 0 N I M ELEV:2548.46 STRONGHOLD AVE TA: 19+39.16= z o PVI STA=10+16.50 v ELEV:2547.62 o v PVI EL=2548.04 + w N ++ 00 N I Lli Lo PVI STA 12+78.06 O� N Lo N PVI E =2547.32 rn CO N N o J (o W <o LU N > > PVI STA= 0+29.47 � a PROPOSED FINISHED PVI STA=12+67. 6 rn 0_ 2550 a PVI EL=25 8.40 c~o w 2550 O N o> GRADE PROFILE PVI EL=2547. 2 Q J O g m PVI STA=12+50.11 > j 25% 6.25% PVI EL=2547.76 d o W N cj N o 0.40% IN -2.00% 2 00% -0.72% 6.21% Ld U N N Q o 2.00°0 H PVI STA=10+1850 - - - _ - - - - - - - - / -0.94° 200°% 0 0 0 0 PVI EL=250. \ - - - NOTES: 0 J U U U = o � / M v - - - - - 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%WITHOUT a_ U Q Q Q Z o v PVI,STA'=10+14.50 ao - o w 0_ 0- 0: 0_ 0 + Li, v - - -6.06/o DEVIATION.ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL w w w w RVI EL=2548.17 4 N- - - - � N STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 11 a N APPROX. EXISTING ii PVI ST =12+80.10 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"TRAFFIC N to to to to N 00 w GROUND PROFILE a W PVI L=2547.19 N N YELLOW" o� Q Q Q Q o� z 2545 2545 N 0 N P I STA=12+82.14 a w 2. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE ! ! 1 ! ! ! PVI EL=2547.32 w RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL o 0 0 0 0 0 LL_ 0 0 0 0 0 o I FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE > > > > > > w REQUIREMENTS OF ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE 4"PRESSURE IRRIGATION COMPACTION TESTS.THE CONTRACTOR SHALL MAINTAIN A DETAILED RECORD OF ALL FILL CROSSING LOCATIONS AND THE COMPACTION TESTING RESULTS FOR EACH LIFT. Oz F- CN 1 U-) APPROX. EXISTING PROPOSED FINISHED 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR GRADE AT CENTERLINE GRADE AT CENTERLINE VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L SFNc��F` 2540 2540 0 00 0) i 0) N 00 N N co Q � O It M It W? 'C 00 It 1p 7 N I* co 00 Sao rl00 in00 co 00 v 1 4 W) W) to Lo U) Lo in in in in in in 3 st N .N.i N .N.i N 04 N v N v N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 •�Fil OF W SANTA FE DRIVE PROFILE ry A. scHN��� HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' SHEET C5.6 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD ROAD SHEETS.DWG 00 co OU a0 x 0 O oz co _Q W J O cn 0 L 00 m m W N Z O m z W SEE SHEET C5.4 SEE SHEET C5.5 _ 0 15 30 60 90 SS10 i �?- -• ... �\ ` I ::: ,.• .. Loi \ "e,STA=10+35.37 SSTA=10+89.37 CALE: 1" 30' STA=11+43.37 TOA=2547.95 w. TOA=2547.49 N P LU I O9 a ••.i •' ~• 9 •�i �O is (n BLOCK 1Lu 0 26 p 25 24 STA=14+94.61 f - ,5 Lo _ 23 \d 18 TRC=2547.62 \ �y SS KEYNOTES g STA=11+52.37 > \ G IVE a`.. + U I? o°'I F - - -STA=11+97.37 - - - - 11 TOA=2547.59 y O� O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2-FEET TO STA=10+16.23 M TOA=2548.08 / TRC=2547.27 .• f �-�� I I BLOCK 1 a �, �\ SP �� • •a + a• \\ y tiN PROVIDE SMOOTH TRANSITION TO NEW ASPHALT.ASPHALT REPAIR TO FOLLOW ISPWC N "'. •..• .: • . II _ ,n •.: .•: :. .<.0 •.. ., :. �, STA=13+72.77 > \\ '1 15 � • N I A I N I • ` ' ,'••` e'" �' t. ':/•' '.' • C� t TOA=2548.40' �\ /i••. ' AND ACHD SUPPLEMENTAL STANDARDS TO THE ISPWC SD-301,SD-303,&SD-806 o I• z 19 11 0 f) k k °' \ M (MINIMUM CROSS-SLOPE) 00 I 9'TYP. F X I / / I r' '� _ _STA=14+42.42 \\ ' I � ; ' , a f-•I STA=13+45.67 � c0 r' �� '•; S � I N O� P rn ( TOA=2548.16 • � 6, >� .\ o ` STA=10+35.37 I STA=11+97.37(PC) h , TOA=2548.51 _ -� r-y- >, J �� O 6'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 STA=11+52.37 O a �; CB G.1 O s �I TRC=2547.55' o , TiC=2547.68 x g O 10'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 I '' 15 CB-F.1 I TRC=2547.19 I / , �, 0• '• � •••'� •. ' u= � •'v/ // �� I e.. ¢ F \ \ 7 W8 W8 T /��Q Gi STA=12+39.50 20 •., ., STA=1 4+27.50(PC) �• °.'. U) . V18 m 8 W8 Off° �� TOA=2548.55' `' R o TRC=2547.78' STA=14+94.61 \ O4 6"VERTICAL CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-701 Z 5 + ' .: o Co G.2 \ TRC=2547.49 \ .. \ 03 W LOS ALAMOS LN(PRIVATE O in - R`4 •`• • } I, I I\ - ° N 5 °• STA=14+77.69(PT) W 5 3"ROLLED CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-702 loc N 3 . . STA-12+43.10 STA=13+33.19 �• \ O J I .:. . . . � -�-SS8 SS8- 8-p0---SS8 So� ss .• •` '� S� ••' TRC=2547.73' i• : %• a'' TRC=2548.19 I TOA=2548.56 •. ^"" m R.29' INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE"H1"OR"H7"WITH 4'FLARES AND 0. STA=10+16.78 CB F.2 -STA=12+49.19 pRIV STA=14+77.69 w SG F • ' ••.: �- , I �•° \ FE LANE( _ -�� o '► TOA-2548.13' TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE STA 13 11 93 > � ,TRC=2547.44' � � • TOA=2548.66 = + �V SANTA_ N AND COLORED TRAFFIC YELLOW". 0 0 \ O •' O SG-G'• � 0 0. cn I g TOA=2548.6, \ O Co° \ \' \ \ O W a, I N ^_ ao \ STA=14+71.17 O O INSTALL STREET NAME SIGN ACHD TS-1109 INSTALLED PER ACHD SD-1114. O o '� tea; - -STA=12+62.87(PT) - STA=12+95.78(PC) \ g'TYP. o TRC=2547.44' 11 \ �`Js 7 ( ) �■■� I A '° •., M + = 41' 22 TRC=2548.31' INSTALL SHALLOW INLET WITH 6"DEEP,3%6"ANGULAR RIP-RAP IN SWALE AS PER ACHD J TRC 2548. Og SUPPLEMENTAL DRAWING SD-715. Z I STA=11+25.00 PC M M N Q e I j \ STA=13+25.87 _ \ O '■■' ( ) o ^- r'? o II II STA=13+03.96 :' \ W 11 TRC=2546.88' ''� ri °' n ' 00 a v r. TOA=2548.51' STA=14+41.69(PT) rn � Q. 2.00/o TOA=2548.68 \ O 5 FOOT WIDE CONCRETE SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-709 LL H `* d r� + � + � N Q f- TRC=2547.73 .' ± N -r ± c N N .' W z z II '� c� II allo - a - I STA=12+95.78 0 -a cn cn STA=14+37.43 10 INSTALL INLET CATCH BASIN TYPE I AS PER ACHD SUPPLEMENTAL DRAWING SD-601 Q W - - N STA=10+35.37 BLOCK 1 28 a �_ II N a a oa STA=12+64.99(PT) TOA=2548.71' so' v TOA=2548.14' :,. \ O a O TOA=2547.95' N �- o) N F- v~i ~ TRC=2548.43' z STA=12+95.78(PC) O -a p II D y_ •: 11 INSTALL INLET CATCH BASIN TYPE IV AS PER ACHD SUPPLEMENTAL DRAWING SD-604A .• N I I W STA=13+23.67 v v N STA=14+28.67 STA=12+95.78(PC) TRC=2548.31' STA=12+64.99(PT) Z , , ss I 21 TOA=2548.54 N OD + + TOA=2548.18 O TRC=2548.31 21 TRC=2548.43 cn �+ Qo cn II N " 12 INSTALL TYPE II BARRICADE WITH"KICK PLATE"AS PER ACHD SD-1132A.TYPE II 0 W STA=12+95.78(PC) + �, •.' I - - - - . - °•• � (0 O • BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6"WIDE REFLECTIVE STA=12+64.99 ° TRC=2548.31 w p o RED/WHITE DIAGONAL DECALS. A :•:. ss M •• '•. • . •.. d �- aD ao a, cD c- rs 28 5 \\ .. a I TOA=2548.83' .S' 2.00% STA=12+64.99(PT) v: c BLOCK 1 g v1 � a TRC=2548.43 co 13 INSTALL TYPE III BARRICADE AS PER ACHD SD-1132B LABELED"THIS ROAD TO BE Q 0 SEE SHEET C5.5 SEE THIS SHEET 2 STA=12+43.27 0• EXTENDED IN THE FUTURE"TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM LOS ALAMOS & YU MA LANE PLAN VIEW I 22 iTOA=2548.56' Z .'' �. a� K ; 6' ° r WITH 6"WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. SEE THIS SHEET SEE SHEET O = Q YU MA & SANTA FE LANE PLAN VIEW C5.5 14 CONSTRUCT 4'WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708 15 CONCRETE DRIVEWAY APPROACH WITH DETACHED SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-710C.CONCRETE TO BE 6"THICK AT DRIVE APPROACH. 16 13-FOOT ACHD SIDEWALK EASEMENT. O 17 OBSERVATION WELL AS PER ACHD STANDARD DRAWIGNS SD-627 Q 18 8'WIDE BIORETENTION SWALE.SEE DETAIL ON SHEET C5.9 a 1g TEMPORARY 4'WIDE ASPHALT RAMP TO ROADWAY.TO BE REMOVED IN FUTURE WHEN ,w AVIATOR STREET IS EXTENDED. O J DESIGNED JKS DRAWN JKS 2555 2555 CHECKED KS SANTA FE LANE STA: 15+11.11= APPROVED KS LOS ALAMOS LN TA: 10+00.00= STRONGOHL AVE STA: 19+39.76= \ STRONGHOLD A IE STA: 17+45.07= ELEV:2547.62 \ ELEV:2547.42 rn � N / 00 (fl O \ (on N / \ 7 O (O O 00 Ln \ O 00 r-� V N O N N Ln II N Lq t O ++ O ,n W II N (n II N + \ 1j N N oo PROPOSED FINISHED _ it N Q it it N ii N Q II O � Q J � v GRADE PROFILE > > Q II H Q it Q _j N N ii N I a s I.- cn w cn N 2550 � W Q u -co w � _ J n N cn w-- -cn w cn W 2550 W d > < J \ > > a a > > > > _ _ _ _ _ w � 0 0 N N N EL a � w a s a s a s Q � I N I a s \ > > / O N N I� M a -0.40% 0 2.00% ... 1 0.75%_ 00 N I LLI LLi r- M (D 11') \ - - _ _ v00 ur 06 0') 0 \ ol� I H �II \\ � _ N lzT N �M (O NN U V (ONN 0 Q OO ,I: J J M N �++ Iil W a W II N� Q V2545 0 o N d w m w a a a- w 5; N N . It I M ¢ I w GROUND PROFILE w W N N N �y o \ I w N N 't N Q oN I \_12-STORM DRAINLd 12"STORM DRAIN CROSSING O o = _ _ I NOTES: U U U = CROSSING I 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%WITHOUT a_ Q Q Q Z I DEVIATION.ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL w w w w STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE N a- 0- a- a- N w I (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"TRAFFIC cn cn cn cn :2 O Q Q Q Q O Q ~ cn cn cn cn ~ YELLOW" z w w w w w w 2. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE Q Q Q Q Q Q RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE > > > > > > w REQUIREMENTS OF ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.THE CONTRACTOR SHALL MAINTAIN A DETAILED RECORD OF ALL FILL LOCATIONS AND THE COMPACTION TESTING RESULTS FOR EACH LIFT. zz N APPROX. EXISTING PROPOSED FINISHED GRADE AT CENTERLINE GRADE AT CENTERLINE 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L 2535 2535 .. .. .. .. .. .. .. .. .. .. O U) O) I- O O U) U)N a0 � 00 n OD N 00 O O Q� � W qt qt O O q 0! Il O N W? N (O O (O OR 00 t0 t0 qt ri r- 00 r- n n - r- ri co(O I- co(O Il 00 00 N 00 r- rn r- U) U) LoLo W) W) W) W) W) W) W) W) W) Lo U) U) U) U) LoLo Lo � 14 N N N N N N N N N N N N N N N N N N N N N N v v v v v v v v v v v 36 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 •�Fl OF \OPT��- LOS ALAMOS - YU MA - SANTA FE LANE PROFILE ry A. scHN�� HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' SHEET C5.7 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD ROAD SHEETS.DWG I 00 MO I CB E.1 \ 4 U �° m 2 Q 2 I \ t \ o Lu uQ� STA=1 1+83.04 da , a 00 \ w STA=11+83.04 n I d• \ STA=18+90.67 N �LG=2548.01' LG=2548.01' 5 m m d d 3 a I \ .d LG=2547.14' STA: 14+64.88 OFF:30.92 R z O ° STA=1 1+75.42(PT) a • I \\ ° ° 3o LG=2548.04'� z I o a STA=1 1+70.04 ° \ STA=19 /LG=2548.06' 4 \\ O d STA=18+92.11 LG=2547.19' d v \ a 5 �LG=2547.14' \ 4 CB-G.2 STA=1 1+70.04__--- \ LG=2548.06' I I \ ° \ 0 5 10 20 30 I STA=11+66.25(PC) I p6 3 1 3 \ d \ �o�GA 25479 6,11 \ \ W LG=2548.09' \ �\ z a i - \ _ STA=18+98.76(PC) STA=19+17.67 / / SCALE: 1" = 10' Q I STA=11+54.56 \ d LG=2547.17' \ J LG=2547.24' d / LG=2548.19' \ STA=19+07.920 d, LG=2547.29' O� 3 KEYNOTES STA=11+56.98J S4% d Z LG=2548.16 \� 3 1 ��\ \ O 6"VERTICAL CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-701 I i �_STA=l 1+53.42(PC) G� LG=2548.23' 2 3"ROLLED CURB AND GUTTER AS PER ACHD SUPPLEMENTAL DRAWING SD-702 STA=11+43.47 i d' `�\ / ° d I LG=2548.17'� I W SANTA FE DRIVE \ O INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE"H1"OR"H7"WITH 4'FLARES AND 0 �� 6 \ d d TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE d Q20. ` �� \�\ \ 4 AND COLORED"TRAFFIC YELLOW". STA=11+43.50� I � STA=19+19.61 �� STA=19+39.16 O4 INSTALL STREET NAME SIGN(ACHD TS-1109)INSTALLED PER ACHD SD-1114. CL=2548.46' i } STA=11+33.42(PT) LG=2547.45' �� CL=2547.62'� ° I d I j I LG=2548.23' d O 5-FOOT WIDE CONCRETE SIDEWALK AS PER ACHD SUPPLEMENTAL DRAWING SD-709 STA=19+19.84(PT) 4 d STA=19+36.88 ° 3 STA=11+29.86 0.40% LG=2547.56a �' LG=2547.32' r \ \ O CONSTRUCT 4'WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708 STA=19+17.20 ` �o°I/ LG=2547.40' z �' 4 ° 4 a O i -4 / `� ,� STA=19+61.38� STA=118.2 '28- \\°o LG=2547.42' d STA=19+46.52 i LG=2548.20 /o / \ I I i • ° p�5/ LG=2547.44' 2 0� � ST G 12547.46' \ � ° STA=11+20.58 ° 2 � STA=19+55.80 - ° LG=2547.38 NOTES: 4 p.50 o STA=19+74.38 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%WITHOUT LG=2548.13' / �' `� LG=2547.47' DEVIATION.ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL d. I 2 3 5 / �� STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE W STA=19+64� YELLOW" \ (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"TRAFFIC Q Q � N � LG=2547.43 - - - - - - - - - - - O 4 STA=11+08.04 I STA=1 1+08.04. d (- � 5 4 � d /LG=2548.31' STA=11+11.42(PC),/ 2 LG=2548.31' a I 3 LG=2548.30' I I i STA=19+43.55(PC) d 4 V _ Z uu 0 o LG=2547.48' 3 0 ° I STA=10+95�04 2 � � � �' / � 5 O oc \ /LG=2548.36 4 \ d d ~ W STA=10+95.04____ LG=2548.36' I \ 2 N DUPLICATE WAY & W SANTA FE W SANTA FE DRIVE AND N STRONGHOLD WAY ~ DRIVE INTERSECTION DETAIL INTERSECTION DETAIL HORIZONTAL SCALE: 1"= 10' HORIZONTAL SCALE: 1"= 10' \ \ a 2 � ' \ ° d \ \ . . .,'., w d ST d d d 7 55 STA=1 5+23.00(PT) G12547.01' -i- / DESIGNED JKS - LG=2547.37' 5 \ \ \ \ �� d •��•'�� / DRAWN JKS a I \ d 4 STA=15+23.66 ° W-, / - - - - - - - - - - J I Qa � , LG=2547.33' STA=15+55.36� 3 d `. •`. •`.`. �► CHECKED KS STA=10+77.95 Z I I d LG=2546.92' Gov 14'WIDE x 20'LONG CONCRETE DRIVEWAY _ LG=2548.58' ° " /� APPROACH AND ACCESS ROAD AS PER ACHD 4 STA=1 56.08( 7) SD 710C APPROVED KS STA=1 0+78.07(PT) LG SECTION ROAD,DRIVEWAY,AND SIDEWALK LG=2548.59' STA=11+06.97 5 4: d STA=15+23.55 LSTA=15+87.30 ECTION TO BE 6"THICK CONCRETE WITH 4" / LG=2548.58 LG=2547.27' LG=2546.19' OF 3/4"ROAD MIX BASE d I - - 4 / STA=15+75.96(PT) d 3 d / Q STA=15+70.51(PT) v 4 d 1 ,/ o STA=1 1+07.04(PC) ° 40 LG=2546.48' LG=2546.39' / a ° LG=2548.59' ��`�/ d. °? N d d d / 1 5 v 32o o N ON 0 N Nd ui N � jSTA=10+ 804 STA=16+25.00 N � LG=2548.60'.. a STA=11+07.34 STA=11+29.96(PT) LG=2545.93� STA: 16+32.35 I NicDI LG=2548.64' TRC=2549.05' OFF:25.45 R 2 d 3 - - \ � STA=16+01.90 ;° �o\° STA=15+13�97 STA=15+49.72 / ° Z 1 CL=2546.76 LG=2546.09' 1 LG-2547.07 • o' -° STA=16+25.00 STA=15+96.90 0 6� FL=2545.91' N . I .:<'. / LG=2546.11'� 4 N cn w d STA=11+14.01� ° �� / STA=15+85.93 z o Z STA=15+09.15 4 STA=10+72.13 LG=2548.88' (HP) �` '.✓. LG=2546.20-\ BP A �;d 2546.89 o N Q o LG=2547.01' ° d O �$ LG=2548.68 (HP) �•7s° %. � (3 N \-STA=1 5+01.75(PC) 6j°)° - 4 4 > I r� N N a o I I LG=2546.93' w N N o - V1/ b'✓ 6 W0 w _N I\-STA=14+92.18 d 'otI Nr07I I0 > STA=10+56.81(PC) STA=15+85.93 STA=11+17.63 STA=11+22.70 LG2546.83 LP d 3 SG-A LG=2548.53' STA=10+68.82 LG=2548.70' 6j°I° FL=2546.07' Ris' LG=2548.80 ' -W- -LG=2548.64' W O o ST ST 1 � STA=10+63.86 N G12546.4 ' G=2546.16 Qo = / P S a_ w3 O O o LG=2548.59 AVIATOR STREET w w w w STA= STA=15+31.10 STA=15+53.96 a- 0- a- 0- - -- - - -- �CL2549.03' - - - 1 N� w . i o� STA=15+82.01 oa a a a o Q LG=2546.19' � NNN0 z STA=15+31.�10-STA=15+53.96 `moo STA=15+58.52 w w w w w w w �FL=2546.44 � i J / STA=15+17.78 LG=2546.41 TOA=2546.67 STA: 16+24.97 a Q Q Q Q a OFF:44.63 R > > > > > > w LG=2546.65'� \ / STA=15+81.90 0 p6j°I0 STA=15+33.63 LG=2546.21' (HP) moo STA=15+83.51 0 N STA=15+04.98 /� LG=2546.56' LG=2546.17' z to Lo LG=2546.74'-\ \ 0 170° 1 STA=15+35.21 ACHD R.O.W. \ S \� L ENG,Z LG=2546.58' (GRADE BREAK) Q X X X X X X X- 3 m �• ad STA=15+35.74 ��� °° M Q LG=2546.59' (HP) ���0� 4 0 3 3 STA=15+62.26 "'T VOP �L- 7� TOA=2546.61 F`� OF Qw a d AVIATOR STREET & N STRONGHOLD WAY TA/A. scHN�� AVIATOR STREET (SAWCUT LINE) & N DUPLICATE WAY °° 3 ° INTERSECTION DETAIL INTERSECTION DETAIL STA=15+41.01 HORIZONTAL SCALE: 1"=10, SHEET C5.8 HORIZONTAL SCALE: 1"= 10' d LG=2546.17' FUU UOTHERS)D IN HE RE / DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJ ECTS\21 009\ACADDWG\SH EETS\CONST DRAW\21009 - CD INTERSECTIONS.DWG 63' co 00 O BACKSLOPE TO BE BELOW THE 13'ACHD SIDEWALK EASEMENT 37'R-O-W 13'ACHD SIDEWALK EASEMENT O 0 z FLOWLINE OF THE CURB 32' 32' coLLi O c� 20' 10, VARIES i 7' 6.0' 2' 16.5' 16.5' 2' 6.0' 7' j d 00 a 5"THICK CONCRETE AS PER 2 5 co 14.5' 14.5' 5' 2 co w ACHD DETAIL SD-709 d �i �} Z w 3 VARIES REMOVE PORTIONS OF EXISTING CURB AND REPLACE �',F� ¢ w d �iH O 6' WITH SHALLOW INLET DETACHED WALK PER ACHD SD-715 w3?W 3iW m a NATIVE a qi qi MATERIAL x H � F H � Q2' 2' 2' 1.5' w Q%W 8 c�7 w 5 8 6 Q g w 0 EXISTING U U1 1 O 13 �¢ 2 I �a �} 3;1 Q 00 I - ------ 3:1 5'__-- --__ VARIES 2% 2% L_ N } MATCH EXISTING �I:Y GROUND 4"OF 3/4"MINUS O�>n�=2 CRUSHED BASE MATERIAL AS PER 6"DEEP 3"-6"ANGULAR 4 ACHD SECTION-800 RIPRAP PER ACHD SD-715 3 BORROW DITCH ELEVATION 1"TO 2" BIORETEBTION SOIL MEDIA COMPACTED KEYNOTES BELOW SIDEWALK AS PER ACHD BMP TO 95%DENSITY AT 1.5'MIN. BEHIND SD-30 APPROX.GROUNDWATER CURB O 2.5"-ASPHALT SP-3,0.50 INCH(1/2")MIX, PG-58-28. ELEVATION=2540.00 BIORETENTION SWALE PER ACHD BMP SD-30. MIN V LEVEL LANDING EACH LOW POINT OF SWALE= SEE LANDSCAPING PLANS FOR LANDSCAPING SIDE OF SIDEWALK 2547.22 DETAILS 2 4"-3/4"CRUSHED AGGREGATE BASE COURSE ROAD MIX 24"BIORETENTION SOIL MEDIA INFILTRATION RATE BELOW BOTTOM OF SWALES SHALL BE A MINIMUM RATE OF 1 in/hr O 12"-6"MINUS COMPACTED PIT RUN SUBBASE SCARIFY THE CONTRACTOR MUST OVER EXCAVATE ALL MATERIAL AT THE BOTTOM OF THE SWALE AND CONFIRM,BY INDEPENDENT SUBGRADE 3"MIN.BEFORE TESTING,THAT FREE DRAINING SOILS WITH A PERCOLATION RATE OF 1 in/hr HAS BEEN MET PRIOR TO BACKFILLING. TYPICAL 33"FOOT BACK OF CURB STREET SECTION BIORETENTIONSOILINSTALLATION O EXTEND BASE&SUBBASE 6"BEHIND CURB TYP. (DUPLICATE AVE, TOPEKA STREET, STRONGHOLD AVE) EXISTING AVIATOR STREET SECTION BIORETENSION SWALE SCALE: NOT TO SCALE O 3"ROLLED CURB PER ISPWC AND ACHD SUPPLEMENTAL DRAWINGS SD-702. BEHIND EXISTING BACK OF CURB O 5"THICK CONCRETE AS PER ACHD DETAIL SD-709 SCALE: NOT TO SCALE O7 4"OF 3/4"MINUS CRUSHED BASE MATERIAL AS PER ACHD SECTION-800 OLANDSCAPE BUFFER 20' 10, VARIES 5"THICK CONCRETE AS PER Z w ACHD DETAIL SD-709 5, VARIES w VARIES SEE TABLE 1.5' 0 w NATIVE UMATERIAL w 6 (w p 1.5' z 7 2 1 EXISTING U 1 3:1 H VARIES 3•. MATCH FLAT LANDING Q EXISTING - BEHIND o o z W GROUND 4"OF 3/4"MINUS SIDEWALK � CRUSHED BASE �o MATERIAL AS PER 5 4 00 0 ACHD SECTION-800 5' VARIES 20' 12.5' 12.5' 20' 5' 1' BORROW DITCH ELEVATION1"TO 2" 6"DEEP 3"-6"ANGULAR RIPRAP PER ACHD BELOW SIDEWALK AS PER ACHD BMP SD-715 AT LOCATION OF SHALLOW INLET 10.5' 10.5' Q w SD-30 BIORETEBTION SOIL MEDIA COMPACTED 8 Q $ MIN 1'LEVEL LANDING EACH TO 95%DENSITY AT 1.5'MIN.BEHIND SIDE OF SIDEWALK CURB H 0 w 5 6 Q APPROX.GROUNDWATER ELEVATION =2540.00 3:1 1 2 1 U 1 2 '3A LOWEST POINT OF SWALE=2546.12 KEYNOTES m 0 %- �2% 2%_ �2% 1 imom TOP BOTTOM N.CONTRACTOR TO VERIFY SAWCUT LINE TO INSURE ASPHALT O SAWCUT ASPHALT AS SHOWN. o STA: DEPTH HAS A MINIMUM SLOPE OF 1/o AND NOT TO EXCEED A MAXIMUM SLOPE OF 4/o ADDITIONAL d WIDTH WIDTH SAWCUT MAY BE REQUIRED TO ACHIEVE MIN.AND MAX.GRADES.REPAIR PER ISPWC AND �� 7 24"BIORETENTION SOIL MEDIA SCARIFY 10+55-10+56 8' 2' 1' SUBGRADE 3"MIN.BEFORE ACHD STANDARD DRAWINGS SD-301,SD-303&SD-806. ��� 11+30-11+59 10' 2' 1.34' BIORETENTION SOIL INSTALLATION 4 3 3 KEYNOTES O 3"-ASPHALT SP-3,0.50 INCH(1/2")MIX, PG-64-28. 3 14 11+63-12+36 10, 2' 1.34' BIORETENTION SWALE PER ACHD BMP SD-30. O 4"-3/4"CRUSHED AGGREGATE BASE COURSE ROAD MIX O 2.5"-ASPHALT SP-3,0.50 INCH(1/2")MIX, PG-58-28. SEE LANDSCAPING PLANS FOR LANDSCAPING 12+41 -13+25 10, 2' 1.34' DETAILS O 20"-6"MINUS COMPACTED PIT RUN SUBBASE O 4"-3/4"CRUSHED AGGREGATE BASE COURSE ROAD MIX INFILTRATION RATE BELOW BOTTOM OF SWALES SHALL BE A MINIMUM RATE OF 1 in/hr O EXTEND BASE&SUBBASE 6"BEHIND CURB TYP. O 12"-6"MINUS COMPACTED PIT RUN SUBBASE THE CONTRACTOR MUST OVER EXCAVATE ALL MATERIAL AT THE BOTTOM OF THE SWALE AND CONFIRM, BY INDEPENDENT TESTING,THAT FREE DRAINING SOILS WITH A PERCOLATION RATE OF 1 O VERTICAL CURB PER ISPWC AND ACHD SUPPLEMENTAL DRAWINGS SD-701.(SHALLOW INLET O EXTEND BASE&SUBBASE 6"BEHIND CURB TYP. in/hr HAS BEEN MET PRIOR TO BACKFILLING. DETACHED WALK PER ACHD SD-715 AT LOCATIONS SHOWN ON ROAD SHEETS) O 3"ROLLED CURB PER ISPWC AND ACHD SUPPLEMENTAL DRAWINGS SD-702. AVIATOR STREET SAWCUT SECTION O BACKSLOPE GRADE 1-2"BELOW THE FLOW LINE OF THE CURB PRIVATE ROAD STREET SECTION SCALE: NOT TO SCALE O 5"THICK CONCRETE AS PER ACHD DETAIL SD-709 (LOS ALAMOS LN, YUMA LN, SANTA FE LN) DESIGNED JKs O SCALE: NOT TO SCALE 4"OF 3/4"MINUS CRUSHED BASE MATERIAL AS PER ACHD SECTION-800 O5-FOOT WIDE CONCRETE SIDEWALK;SEE SHEET C5.7 FOR LOCATION OF ATTACHED AND DRAWN JKS DETACHED SIDEWALK. OPARKING STALLS.CONTRACTORS TO ADD WHEEL STOPS AT END OF PARKING STALL. CHECKED KS 55' APPROVED KS 36' g 7 20' 4' 2' 16' 1 16' 2' d wwk" 2' 5' 13' w w 28'R-O-W aW, 5' t W w 14' _ 14 _ W zCOO 7 A W o 4' 10 coo .0' 10.0' 4' F A W LLj N o o N N N 3. 7 L 10 5' 10, 1.5' S 2 5 3'. U w U w cn - N i �w 2' 2' 2' 2' �a o N 1 1 4' 2' 4' 2% 2% 2' 5' 1 5' 2' o I M " W I 6 w i � ��� � O O O O � � � � � 3• � I W 2% - 2% i N N w (n o) 0 0 0 0 0 0 0 0 0 0 0 0 0 ! z 0 o 6"DEEP,3"-6"ANGULAR RIPRAP PER ACHD 3 KEYNOTES SD-715 AT LOCATION OF SHALLOW INLET V FLAT LANDING 7 �� �, 1 O N BEHIND SIDEWALK 4 ' " ' fi ' ' ' W I n N N o BIORETEBTION SOIL MEDIA COMPACTED O 3"-ASPHALT SP-3,0.50 INCH(1/2")MIX,PG-64-28. Qf w N N I I - TO 95%DENSITY AT 1.5'MIN.BEHIND o I I N w N CURB O 4"-3/4"CRUSHED AGGREGATE BASE COURSE ROAD MIX 3 KEYNOTES M Q 20"-6"MINUS COMPACTED PIT RUN SUBBASE O O = _ = o APPROX.GROUNDWATER ELEVATION =2540.00 3 O 2.5"-ASPHALT SP-3,0.50 INCH(1/2")MIX, PG-58-28. � Q Q a LOWEST POINT OF SWALE=2544.58 �4 EXTEND BASE&SUBBASE 6"BEHIND CURB TYP. Z w W O O 4"-3/4"CRUSHED AGGREGATE BASE COURSE ROAD MIX w w w w INFILTRATION RATE BELOW BOTTOM OF SWALES SHALL BE A N Ln (n V) c N w O VERTICAL CURB PER ISPWC AND ACHD SUPPLEMENTAL DRAWINGS SD-701.(SHALLOW INLET 12"-6"MINUS COMPACTED PIT RUN SUBBASE o Q Q Q Q o Q MINIMUM RATE OF 1 in/hr DETACHED WALK PER ACHD SD-715 AT LOCATIONS SHOWN ON ROAD SHEETS) 3 z THE CONTRACTOR MUST OVER EXCAVATE ALL MATERIAL AT THE N N N � w w w w w w w BOTTOM OF THE SWALE AND CONFIRM,BY INDEPENDENT O 4 EXTEND BASE&SUBBASE 6"BEHIND CURB TYP. 6 BACKSLOPE GRADE 1-2"BELOW THE FLOW LINE OF THE CURB a Q Q Q Q a TESTING,THAT FREE DRAINING SOILS WITH A PERCOLATION 0 0 0 0 0 0 L 24"BIORETENTION SOIL MEDIA SCARIFY ` RATE OF 1 in/hr HAS BEEN MET PRIOR TO BACKFILLING. SUBGRADE 3"MIN.BEFORE O 24-FOOT BACK OF CURB MINOR LOCAL STREET SECTION O 3"ROLLED CURB PER ISPWC AND ACHD SUPPLEMENTAL DRAWINGS SD-702. > > > > > > w BIORETENTION SOIL INSTALLATION 7 5"THICK CONCRETE AS PER ACHD DETAIL SD-709 O4"OF 3/4"MINUS CRUSHED BASE MATERIAL AS PER ACHD SECTION-800 (SANTA FE DRIVE) O 5"THICK CONCRETE AS PER ACHD DETAIL SD-709 O N cp AVIATOR STREET TYPICAL SECTION SCALE:NOT TO SCALE O7 4"OF 3/4"MINUS CRUSHED BASE MATERIAL AS PER ACHD SECTION-800 _ SCALE:NOT TO SCALE 13 L ENc SF .10 NOTES: 1. NATIVE GRASSES AND DROUGHT-TOLERANT PLANT SPECIES ARE RECOMMENDED FOR 1 4 3 USE IN SURFACE STORMWATER FACILITIES FOR WATER QUALITY TREATMENT,SLOPE STABILIZATION AND EROSION CONTROL. NATIVE PLANT SPECIES SHOULD BE P� SPECIFIED OVER NON-NATIVE SPECIES EXCEPT FOR NATIVE TREES WHICH MAY NOT BE WELL SUITED TO STORMWATER FACILITIES.SALT �O RESISTANT Q- BE USED IIN LOCAT ON W TH PROBABLE ADJAC NT SA TAPPL CAT ON VEGETATION SHOULD /Ty A. OF BE 2. ACHD STORMWATER BASINS AND SWALES SHALL BE LANDSCAPED ACCORDING TO THE"ADA COUNTY HIGHWAY DISTRICT STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL"(OCTOBER 2017)IN APPENDIX D. BIORETENTION SHEET C5.9 PLANTERS SHALL BE LANDSCAPED ACCORDING TO ACHD'S"PLANT MATERIALS FOR BIORETENTION FACILITIES IN THE RIGHT-OF-WAY". DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJ ECTS\21 009\ACADDWG\SH EETS\CONST DRAW\21009 - CD INTERSECTIONS.DWG C:\USERS\JAD0N\BRONZE BOW DR0PBOX\JADON SCHNE|DER\BRONZE BOW LAN D\PROJECTS\21 DWG\SHEETS\CONST DRAW\21008 - CD SEWER SHEETS.DWG " [--o / / N O O ,• ago c�iU s p•e 3 ° / -0' 3 ±52LF 8"PVC X 006 J S$ ° m Lu J p d 00 co 00 - w Lu / b O / <{ ��� / 0 10 20 40 60 SSMH A.2 V O $ r v ��' •` BLOCK 1 x 6 `±4`LF 8"PVC D \\ OGj °• / / - Q SCALE: 1 20' 6 �'4� =' / SEWER SERVICE TABLE O 1±59LF 8"PVC \ 4 �O4G� \ ° v 2 LOT SIZE ALIGNMENT STATION OFFSET FINISHED GROUND INVERT BLOCK 1 LOT 18 4 SEWER A 17+42.55 47.4 L 2548.33 2541.83 z / BLOCK 2 LOT 14 4" SEWER A 15+32.31 35.5'R 2547.78 2541.28 BLOCK 2 LOT 15 4" SEWER A 15+06.81 35.5'R 2547.73 2541.23 ^p 4 e � 6 BLOCK 2 LOT 16 4" SEWER A 14+81.81 35.5'R 2547.63 2541.13 / D \ S ° s ±33LF 8"PVC. ° D � 7.• BLOCK 1 + 9 n7 BLOCK 2 LOT 17 4" SEWER 14+56.80 35.5'R 2547.48 2540.98 ° _102LF 8"PVC ° ±128LF 8"PVC S h BLOCK 2 LOT 18 4" SEWER A 14+29.33 35.5'R 2547.29 2540.79 LF 6"C900 7 y ° BLOCK 3 LOT 9 4" SEWER A 17+33.19 35.5'R 2547.83 2541.33 \ 57 �SSMHA.3 °. •" I 5 0 1 V \5LF 8"PVC O O 3 / 5 \ 4 ,� • WATER KEYNOTES e ° ° 1❑Pi Pil INSTALL 1"SERVICE FROM WATER MAIN.3/4"METER / \ 3 ° o °' ' ° o s 6 s ° ° • N s D ° 6 / SETTER WITH 3/4"SINGLE METER SERVICE PER CITY OF A' �p / D'. / 1 p• 4 O O °' : ° ° ° s °' D > o. �? a D° : s D' j MERIDIAN STANDARD DRAWING W2. l � / / 5 \ '• 6 6 � - D o -r ±34LF 8"PVC D�• • % 4 �� 40LF 8"PVC - - - - - - ❑ R / \ S/ - -co - - 6 f . . •� � � 2. INSTALL 1"SERVICE FROM WATER MAIN&2 3/4"METE W / \\ ° \ 04 6 / ±60LF 8"PVC SETTERS WITH 2-3/4"DOUBLE METER SERVICES PER W / 2 \ s \ 6 11 9 11 9 0 % CITY OF MERIDIAN STANDARD DRAWING W3. 17 \ `r 4 6 144° w 9 N STRONGHOLD AVE s v, 6 i l ±72LF 8"PVC 5 \ S W W 3❑ 8x6 TEE(MJxFLG) . C S1 W W W 6 / \ \ ° 6 ±149LF 8"PVC �1 / 4❑ 6"GATE VALVE(FLGxMJ) N _ i� - \\ \ • � � � N - 6 ' ' - ±8LF 8"PVC - 6 � - - N 6 - � - W ° 1 6 \ SSMH A.4 0) SEWER LINE A C° J `o 00 SSMH A.51 ❑ 8x8x6 TEE(MJxFLGxFLG)-1-6"GATE VALVE(FLGxMJ) \ \\ 5 ". ., g S SS1 o SS o SS10 S 0 S10 SS1 o 10 SS10 SS1 o i S 10 �� r� 8 SS8 H U. BLOCK 2 6 4 3 / L=50 LF ❑ O \ O O O % 6. 11.25°ELBOW(MJxMJ) \\ \ 4 4 i SLOPE=0.65% \ \ 2 \\ ° ."' \ ---------- ------------- - - - - - i -DIA.=8" 7❑ 22.5°ELBOW(MJxMJ) \\ \ es ±LF VC 45°ELBOW(MJxMJ) Q \\ \ / °.. \ . ► R '• °O °'. ° D :° D °.. r e'°. e.► ►: / °� 1► ° ❑ 8"GATE VALVE(FLGxMJ) co Z . • . - - - - - - - a M \ \\ 14 / D � - - - - - � r - - - - - - - � ±12LF6"C900/ "' 10. 8x6TEE(MJxFLG) ±98LF 8"PVC�L _ ► / / i (� LL 13 / / _ D �� 11. 8x8x8x8 CROSS(FLGxFLGxFLGxFLG) Z O � m Q 3 4Z' / 12. 8x8x6 TEE(MJxFLG)-1-6"GATE VALVE(FLGxMJ) J 'Awl w SSMH C.2 / BLOCK 3 / / �, KEYNOTES 0 $�/�� 10"SDR-35 PVC SANITARY SEWER PIPE. Q \ \ / / \ __ 2 \ / \ / °' / 3 r' / / / ? 2 8"SDR-35 PVC SANITARY SEWER PIPE. W Z O.00 48"SANITARY SEWER MANHOLE,PER CITY OF MERIDIAN STANDARDS SECTION 502 Z AND ISPWC SD-501 J O4 CONNECT SERVICE TO MAINLINE WITH EITHER;ROMAC"CB"SADDLE OR SDR 26 a w/ HEAVY WALL TEE AS PER CITY OF MERIDIAN STANDARDS SECTION 504 li SEWER LINE 'A' PLAN VIEW W O 4"PVC SDR-35 SANITARY SEWER SERVICE PER CITY OF MERIDIAN STANDARD SECTION 504.SEWER SERVICES SHALL HAVE A MIN.2%SLOPE FROM MAIN TO PROPERTY LINE. rrWw OPOTABLE/NON-POTABLE CROSSING.THE HORIZONTAL SEPARATION OF NON-POTABLE V1 SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE / \ WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS APPROX. EXISTING / \ (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). GROUND / n M DESIGNED JKS N O7 STUB 8"SEWER MAIN AND INSTALL 8"CLEANOUT AS PER 2017 ISWPC SD-506 Ki ri / n M N N N �N N N / - Q 17 ,M DRAWN JKS � o M a0 ASSEMBLY FOR FUTURE TIE-IN I\ i` t0 N _ 2550 oo ;�z / \ ao o N 2550 / ro Q ++ N N w � -t + to N PROPOSED FINISHED / \ 6 N NOTES CHECKED KS / +I a to c v GROUND / \ r� �::w = z z p = Z o / \ `� + '� w cn 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONS / ao�o N N z z z <(n > > / \ D FOR CORRECT LOCATION/PLACEMENT OF SEWER SERVICES. APPROVED KS WwiR22 z z z 2. SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO SUMPS. \ - - / \ 3. SERVICE STATIONING IS BASED ON SEWER PIPE CENTERLINE, NOT ROAD CENTERLINE. _ _ \ � _ _ - PRESSURE \- - - - _ - _ - - _ �_ _ - - - IRRIGATION SLEEVE 4. THE SEWER MAIN LENGTH SHOWN IN SEWER PROFILE IS FROM CENTER OF MANHOLE TO z CENTER OF MANHOLE.THE SEWER MAIN SLOPE SHOWN IN SEWER PROFILE IS / 12"STORM DRAIN m CALCULATED FROM THE INSIDE FACE OF THE MANHOLE TO THE INSIDE FACE OF N N n MANHOLE. w 0 0 0 N N N 2545 __ -- cRosslNG o - 2545 N N � � \ Q 11 rn � 1 m 5. CONTRACTOR TO VERIFY VERTICAL AND HORIZONTAL DATA SHOWN FOR CONNECTIONS o N cn N j / TO EXISTING FEATURES PRIOR TO ANY SEWER CONSTRUCTION. IF DISCREPANCIES p N I c� \ / 8 8"WATER MAIN EXIST,CONTRACT ENGINEER OF RECORD FOR MODIFICATIONS TO DESIGN PRIOR TO CONSTRUCTION. Z \ / Z N 8"WATER MAIN 6. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING N w 0 SW3. N N w I O) 0' w PRESSURE 7. SANITARY SEWER SERVICES SHALL BE TYPE"D"SERVICE CONNECTIONS PER ISPWC Z O o I IRRIGATION SLEEVE SD-511 WITH 2%MIN.SLOPE UNLESS OTHERWISE NOTED. 0 O N c� N 8. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND W 0 N N o 2540 -- \ - INSTALL WATER MAIN AT EXTRA -- 2540 MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. Qf w N c1 0) o \ I DEPTH.SEE SHEET C8.0 I N i Q \ INSTALL WATER MAIN AT EXTRA w cn DEPTH.SEE SHEET C8.0 9. SANITARY SEWER PIPELINES CROSSING DRAINAGE SWALES SHALL REQUIRE A SLEEVE LU ~ \v TO BE INSTALLED ALLOWING ACCESS FOR MAINTENANCE AND REMOVAL OF THE PIPE. Jp THE PIPE SLEEVE SHALL HAVE 1 FOOT OF CLEARANCE FROM THE TOP OF THE SLEEVE 0 J U U U = � � U ¢ a a z TO THE BOTTOM OF THE SWALE. w w w w 10. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE(3)FEET FROM TOP OF PIPE TO w SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE"CLASS 200 WATER PRESSURE 00 Q Q Q Q 0 Z PIPE",ASTM D 2241,SDR 21, INCLUDING SERVICE LINES AND FITTINGS. N N N w w w w w w L=267 LF a Q Q Q Q a L=82 LF 1 SLOPE=0.28% 11. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION 0- 0- 1 SLOPE=0.28% 1 DIA.=10" INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.THE > > > > > > w L=92 LF DIA.=10" CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL 2535 1 OPE=0.29% 2535 ACCEPTANCE OF THE SEWER. O N r7 � � DIA.=10" Z 12. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 13. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE s5�0 L E^rC APPROX.EXISTING PROPOSED FINISHED MERIDIAN PUBLIC WORKS DEPARTMENT. GROUND ELEVATION GROUND ELEVATION 14. ALL SEWER PIPE SHALL BE BELL AND SPIGOT,POLYVINYL CHLORIDE(PVC),SDR 35, ASTM D-3034, UNLESS OTHERWISE SPECIFIED.ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL 7 3 25,3.1 2531 SPECIFICATIONS AND DRAWINGS. cI J c0 c0 M M O W M M co c0 N N n n M M O O N N '� O O q q n n q q OR OR M M 7 _ It It n n q �n FjT l OF co co rl rl Sri Lo co co co co 00 00 0 0 co co rl rl 15. MAINTAIN GROUNDWATER LEVELS ONE FOOT(V)OR MORE BELOW THE PIPE INVERT, y !� * * * * * � * * * * * * W) W) * * * * N U) U) U) U) U) Lo 'n 'n U) W) W) W) W) W) W) W) W) W) 'n 'n PER ISPWC,DURING PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING A• SCH N N N N N N N N N N N N N N N N N N N N SEWER TAPS.CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS.BEDDING AND PIPE ZONE MATERIAL SHALL BE THREE-QUARTER INCH(3/4') SHEET C6.1 SEWER LINE 'A' PROFILE ROCK CHIPS UNLESS OTHERWISE APPROVED. HORIZONTAL SCALE: 1"=20' 16. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. DATE: MAY 2023 VERTICAL SCALE: 1"=2.5' BRONZE BOW [PROJECT NO: 21009 C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHRYFER�&OY&F§bT LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD SEWER SHEETS.DWG 00 co OU a0 x 0 O oz 00 _Q 0 W J O cQ 0- 00 m 00 W 4. 4 - a• 20 0 4 ° �Vc I.e ° • .°q ° I I _ J a 0 e e Ad Q : aA: 19 5 WATER KEYNOTES ERR e !.'e e a v' a INSTALL 1"SERVICE FROM WATER MAIN.3/4"METER SCALE: 1" = 20' SETTER WITH 3/4"SINGLE METER SERVICE PER CITY OF \ a BLOCK I a MERIDIAN STANDARD DRAWING W2. a 5 _ ° v °' a• e• ! •r '•:d . 'd 2❑. INSTALL 1"SERVICE FROM WATER MAIN&2-3/4"METER ° ° e SETTERS WITH 2-3/4"DOUBLE METER SERVICES PER �O , ' ° A v • °• ! . CITY OF MERIDIAN STANDARD DRAWING W3. e I ° a N /�.• ;, .: :c ° El8x6 TEE(MJxFLG) y1 . ... . . ... ° 4 a 7GC� ° n A. ° FH ° ° ..-v ° �- ® 6"GATE VALVE(FLGxMJ) SEWER SERVICE TABLE PVC \ A. e ° 6 6 4 5❑ 8x8x6 TEE(MJxFLGxFLG) 1-6"GATE VALVE(FLGxMJ) LOT SIZE ALIGNMENT STATION OFFSET FINISHED GROUND INVERT ° ±13LF 6"C900 W AVIATOR STREET ° P\ 6❑ 11.25° ELBOW(MJxMJ) BLOCK 1 LOT 19 4" SEWER A 19+54.09 65.6'L 2547.28 2540.78 �p \ ±39LF 8"PVC \ v 5 3 g - - - 3 7❑ 22.5°ELBOW(MJxMJ) BLOCK 1 LOT 20 4" SEWER A 20+23.24 63.7'L 2547.80 2541.30 M SSMH A.6� SEWER LINE'A' Iv 6 / • < . ' 6 W 4 SS SS10 SS10 SSMH A.7 ® 45°ELBOW(MJxMJ) W SS1 e, a SS10 161° 0 9� 8"GATE VALVE(FLGxMJ) G�� .;' g ±52LF 8"PVC 6 r ° 1 O 24"SLEEVE FOR ✓� N S10 O SEWER 10. 8x6 TEE(MJxFLG) Vl S -� O `/ \' v °a w 4 SS10 '� ° "4 ° 11. 8x8x8x8 CROSS(FLGxFLGxFLGxFLG) a \ W Af v S- �y ° ,a . ° w °• °•b •a. A. ;�° 12. 8x8x6 TEE(MJxFLG)-1-6"GATE VALVE(FLGxMJ) H r U. w/±102LF 8"PVC / a : d", ° • A. •a 10"SLEEVE FOR O 11 OQ SS10 a � >� •a •::° � IRRIGATION ce GI g S i SS1 p °+ i Q SSA N ±12LF 6"C900 �1 1�)° 6 , �� I co Z BLOCK 4 KEYNOTES a M v SSM A.5 v ° ` 10"SDR-35 PVC SANITARY SEWER PIPE. w Z LL ±42LF 8"PVC SS 4 a, . . •. t / _.:.. ,: :.. ..:._..;.,.: :,..:.,.,. ".•., ,, ;., � 8 SDR-35 PVC SANITARY SEWER PIPE 2 / ±60LF 8"PVC O 48"SANITARY SEWER MANHOLE, PER CITY OF MERIDIAN STANDARDS SECTION 502 O 0. 2 PI AND ISPWC SD-501 0 � / 3 _ -oN� O4 CONNECT SERVICE TO MAINLINE WITH EITHER;ROMAC"CB"SADDLE OR SDR 26 N 0 LF GI HEAVY WALL TEE AS PER CITY OF MERIDIAN STANDARDS SECTION 504 SLOPE=0.65% s p x x x x x X a W u �'' DIA.=8" `�� B 0 X X X X X O 4"PVC SDR-35 SANITARY SEWER SERVICE PER CITY OF MERIDIAN STANDARD SECTION \ X_ TOB 504.SEWER SERVICES SHALL HAVE A MIN.2%SLOPE FROM MAIN TO PROPERTY LINE. Z e X x_ e a ° / GI Q co = 6 POTABLE/NON-POTABLE CROSSING.THE HORIZONTAL SEPARATION OF NON-POTABLE 'a •• .� / �° X\ � O SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A jSEWER MAIN CROSSING UNDER GRAVITY \ X SEWER LINE 'A' PLAN VIEW I I MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND IRRIGATION SHALL BE CASED AS PER CITY ° / \ NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF W OF MERIDIAN STANDARD DRAWINGS;SW1, VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE SW2,W15-A,B 7 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS END CONSTRUCTION. ROAD TO (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). dui BE EXTENDED IN THE FUTURE O Vl (BY OTHERS) 3 O7 STUB 8"SEWER MAIN AND INSTALL 8"CLEANOUT AS PER 2017 ISWPC SD-506 ASSEMBLY FOR FUTURE TIE-IN NOTES \\ N 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONS O 00 \Q M FOR CORRECT LOCATION/PLACEMENT OF SEWER SERVICES. DESIGNED JKS 0) FINISHED o N PROPOSED 00 rn O GROUND 00 ro Lo 2. SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO SUMPS. Q r7 Q rn It od � DRAWN JKS Lo 2550 P to co M Lo N r, n N ^+ Lo 3 2550 00 rn co LO N :: 00 cq co Lo N 3. SERVICE STATIONING IS BASED ON SEWER PIPE CENTERLINE, NOT ROAD CENTERLINE. �`� co N 3 - - 1 �N CO N ^ / a c� -H CHECKED KS Lo+ Lo w co + ^ 3 / g Q O 4. THE SEWER MAIN LENGTH SHOWN IN SEWER PROFILE IS FROM CENTER OF MANHOLE TO Q oo N�� Uj F_ Q O N N Z CENTER OF MANHOLE.THE SEWER MAIN SLOPE SHOWN IN SEWER PROFILE IS -H - - 1 N N - APPROVED KS _ z z 0 ,� _ 2 •• z O CALCULATED FROM THE INSIDE FACE OF THE MANHOLE TO THE INSIDE FACE OF N N , > / / 1 N�j z z // MANHOLE. Z Z Z 1 i 1 / 5. CONTRACTOR TO VERIFY VERTICAL AND HORIZONTAL DATA SHOWN FOR CONNECTIONS - - TO EXISTING FEATURES PRIOR TO ANY SEWER CONSTRUCTION. IF DISCREPANCIES 1 / EXIST,CONTRACT ENGINEER OF RECORD FOR MODIFICATIONS TO DESIGN PRIOR TO / CONSTRUCTION. w APPROX EXISTING N N rO GROUND / 6. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING O o o N N n I N N I I I 2545 - w 1 -- - 2545 sw3. ui Q � I 1 � � N W p N cD N z 1 / 7. SANITARY SEWER SERVICES SHALL BE TYPE"D"SERVICE CONNECTIONS PER ISPWC o1 I j� r7 / SD-511 WITH 2%MIN.SLOPE UNLESS OTHERWISE NOTED. c z `r 8. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND g"WATER MAIN 1 / MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. N w 8"WATER MAIN N / 9. SANITARY SEWER PIPELINES CROSSING DRAINAGE SWALES SHALL REQUIRE A SLEEVE CI N w 1 / TO BE INSTALLED ALLOWING ACCESS FOR MAINTENANCE AND REMOVAL OF THE PIPE. z °) O vi THE PIPE SLEEVE SHALL HAVE 1 FOOT OF CLEARANCE FROM THE TOP OF THE SLEEVE O_ Q o 1 / TO THE BOTTOM OF THE SWALE. U) O N v I r7 r7 a i 1i1 0 N N N o 2540 1 -- 2540 10. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE(3)FEET FROM TOP OF PIPE TO ci 1 0 w o 't SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE"CLASS 200 WATER PRESSURE I I I Q 48"GRAVITY PIPE",ASTM D 2241,SDR 21, INCLUDING SERVICE LINES AND FITTINGS. w ~ _ to I 0 IRRIGATION O 0 0 0 CROSSING 11. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION J 0 0 0 ck� ¢ a a c� INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.THE a_ z w cl: W cl: O L=191 LF CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL w w w w 1 24"SLEEVED L=104 LF � PE=0.28% ACCEPTANCE OF THE SEWER. cn w cn DIA.=10" IRRIGATION CROSSING SLOPE=0.28% 1 O Q Q Q Q O Q DIA.=10 12. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. ~ N NU) (n ~ z w w w w w w w H H H H H H J Q Q Q Q Q Q 13. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE 0 0 0 0 0 0 LL_ MERIDIAN PUBLIC WORKS DEPARTMENT. > > > > > > w 2535 -- 2535 14. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE(PVC),SDR 35, O N r7 U-) c0 ASTM D-3034, UNLESS OTHERWISE SPECIFIED.ALL SEWER PIPES SHALL COMPLY WITH z APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. L 15. MAINTAIN GROUNDWATER LEVELS ONE FOOT(1')OR MORE BELOW THE PIPE INVERT, 0��'SS\OC SFNc��F` APPROX. EXISTING PROPOSED FINISHED PER ISPWC, DURING PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING Q� �_p GROUND ELEVATION GROUND ELEVATION SEWER TAPS.CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS.BEDDING AND PIPE ZONE MATERIAL SHALL BE THREE-QUARTER INCH(3/4") 4 �b 3 25,11 2531 ROCK CHIPS UNLESS OTHERWISE APPROVED. ?3 O O N N n n M M 00 00 n n M M '� Il n N N OI OI � N 7 7 N N O O F T OF \O co co r- r- co co 00 OD Lo Lo n n ,� 16. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. �T \� W) W) W) W) W) W) W) W) W) Lo Lo Lo to to y A. SCHNE v N N N N N v N N N N N v N 17. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 COVER SHALL BE 4 FEET. SEWER LINE 'A' PROFILE SHEET C6.2 HORIZONTAL SCALE: 1"=20' DATE: MAY 2023 VERTICAL SCALE: 1"=2.5' BRONZE BOW PROJECT NO: 21009 C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD SEWER SHEETS.DWG WATER KEYNOTES CN C)o O 00 co U a0 El INSTALL 1"SERVICE FROM WATER MAIN.3/4"METER O 0 z SETTER WITH 3/4"SINGLE METER SERVICE PER CITY OF m -Q MERIDIAN STANDARD DRAWING W2. p Lu_j 0 00 2❑ INSTALL 1"SERVICE FROM WATER MAIN&2-3/4"METER m co 0 10 20 40 60 SETTERS WITH 2-3/4"DOUBLE METER SERVICES PER N CITY OF MERIDIAN STANDARD DRAWING W3. O IY 3❑. 8x6 TEE(MJxFLG) m SCALE: 1" = 20' z z El 6"GATE VALVE(FLGxMJ) Q 10 w Q l 8x8x6 TEE(MJxFLGxFLG)-1-6"GATE VALVE(FLGxMJ) v ao I I .,i 3 Q N 11.25°ELBOW(MJxMJ)S 8 1 2b w 4 +16I 2 3 4 5 I 22.5°ELBOW(MJxMJ) IRRIGATION WATER SERVICE I II I 8. 45°ELBOW(MJxMJ) 2 SEE SHEET C10.0O O SD 8"GATE VALVE(FLGx MJ)co El _ • I In " W I 5 5 5 5 5 I ° I I 3 2 I I I :a � 10. 8x6 TEE(MJxFLG) 2 I I S I BLOCK 3 N 1 a 5 8x8x8x8 CROSS(FLGxFLGxFLGxFLG) - - 7 - - - - - - - - - - ° I ±183LF8"PVC�� ° i U ry • I o I I W I a 12. 8x8x6 TEE(MJxFLG)-1-6"GATE VALVE(FLGxMJ) N cn N N L - - - - - - - - - - - - - J 1 � p ° a.? L - - I . 20 - - - - - - - - - . . E 6 • .° a .•• °:• •. ••. .. o P .• SEWER SERVICETABLE p ±34LF 8' PVC V V. •` :• " ) • ° 4 a • . ° 3 v - ° e a! o V ° LOT SIZE ALIGNMENT STATION OFFSET FINISHED GROUND INVERT a• o N H±177LF 8"PVC - F V. T e q7 D I BLOCK 1 LOT 3 4" SEWER 3+81.16 40.9'R 2548.80 2542.30 -- • I .s I 6 - - - - - v / 3 " •• - - - - - - BLOCK 1 LOT 4 4" SEWER 3+54 15 40 8'R 2548.47 2541.97 ±12LF 6"C900 9 ° \ 6 M m M 12 ±104LF 8" PVC i BLOCK 1 LOT 5 4" SEWER B 3+29.15 40.6'R 2548.37 2541.87 � �N M M nn ±140LF 8" PVC z SSMH A.1 s 2 4 6 6 �' 4 �' 4 N �' 4 2 M o ��° M M 2 M W I BLOCK 1 LOT 6 4" SEWER B 2+98.15 40.5'R 2548.24 2541.74 6 SEWER LINE'13' 4 4 4 4 4 I 4 4 6 1 r 8S _ SSMH B.1- - _ _ _ 3 P I BLOCK 1 LOT 7 4" SEWER B 2+79.15 40.3'R 2548.17 2541.67 _ SSMH B. SSMG B.3 I I W � 8SS 8 S 80s%ls 8 S SS 8SS 8SS 8 8SS 8SS 8SS 8SS O �j - R - - . I-�- � BLOCK 1 LOT 8 4" SEWER B 2+52.15 40.2'R 2548.05 2541.55 J O O O ° 3 4 6 6 6 4 6 N DUPLICATE AVE 6 4 O 6 I 6 LL \ ° Ln I BLOCK 1 LOT 9 4" SEWER 2+23.15 40.0'R 2547.92 2541.42 j BLOCK 1 LOT 10 4" SEWER B 1+96.15 39.9'R 2547.80 2541.30 O O N - - - - - - - -r' .a • t cn o a Q v �'o N v P v• F II BLOCK 1 LOT 11 4" SEWER B 1+71.15 397 R 2547.70 2541.20 N v7N BLOCK 1 LOT 12 4" SEWER B 1+46.15 39.6'R 2547.61 2541.11T N N % a Q • a oa' •... o •:• ; a :. o a ° :o • ° • o °.. '• :4.. a v ' ° . •O. •, e o : o. •'. a o a ° vv I BLOCK 1 LOT 13 4" SEWER B 1+21.15 39.5'R 2547.52 2541.02 ° I BLOCK 1 LOT 14 4" SEWER B 0+94.15 39.3'R 2547.36 2540.86 �■■� Qi : I - - - - - - I :a BLOCK 1 LOT 15 4" SEWER 0+46.75 39.4'R 2547.05 2540.55 N BLOCK 2 LOT 1 4" SEWER 0+35.38 43.0'L 2547.47 2540.97 co I I I I I S BLOCK 2 LOT 2 4" SEWER B 0+66.11 43.9'L 2547.66 2541.16 5 1 1 5 2 5 I I I 5 2 5 II II 5 2 5 2 5 I5 2 5 a I I a BLOCK 2 LOT 3 4" SEWER B 0+88.40 43.7'L 254777 254127 BLOCK 2 LOT 4 4" SEWER B 1+15.40 43.6'L 2547.87 2541.37 I ° V) ��' \\ I I i i I I I I BLOCK 2 LOT 5 4" SEWER B 1+40.40 43.4'L 2547.97 2541.47 m• cn _ I \ I I � I •. I 0 11 FOO I `\ I 1 I I KEYNOTES W \ I I BLOCK 1 I `\\ I I i i I I a ';• ` O 10"SDR-35 PVC SANITARY SEWER PIPE. 1-y I 8"SDR-35 PVC SANITARY SEWER PIPE. a \ SEWER LI N E B PLAN VIEW O ~ W � � 3 48"SANITARY SEWER MANHOLE, PER CITY OF MERIDIAN STANDARDS SECTION 502 AND ISPWC SD-501 OCONNECT SERVICE TO MAINLINE WITH EITHER;ROMAC"CB"SADDLE OR SDR 26 W HEAVY WALL TEEAS PER CITY OF MERIDIAN STANDARDS SECTION 504 3 M O 4"PVC SDR-35 SANITARY SEWER SERVICE PER CITY OF MERIDIAN STANDARD SECTION 3 Q 00 504.SEWER SERVICES SHALL HAVE A MIN.2%SLOPE FROM MAIN TO PROPERTY LINE. to 00 00 M M N 3 o r j �j N 00 OR 6POTABLE/NON-POTABLE CROSSING.THE HORIZONTAL SEPARATION OF NON-POTABLE M co rn N N ui z SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 3 M N o � N o �^^v m�} 0 MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND -p (V CV � N m�+ N vv =O NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF e - ►� N 00- N +I D Q VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE a0 N � Lo r ,_; PROPOSED FINISHED 2550 d N ^ N N 0 d Z GROUND Q " z z V)i v~i ? 2550 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS m + N N N Fx z z z (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). + Ln w N O -H DESIGNED JKS Q� �.... � _ .. z o _ z z p N< > > O7 STUB 8"SEWER MAIN AND INSTALL 8"CLEANOUT AS PER 2017 ISWPC SD 506 : > cn cn FE z z ASSEMBLY FOR FUTURE TIE-IN DRAWN JKS NOTES CHECKED KS I � I / 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONS PRESSURE I '� / APPROVED KS FOR CORRECT LOCATION/PLACEMENT OF SEWER SERVICES. IRRIGATION SLEEVE _ - - - - - - - - - - - - / o - - 2. SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO SUMPS. I z _ 2545 r ` - - 1= - - - - - - - - - -iw - - - 2545 3. SERVICE STATIONING IS BASED ON SEWER PIPE CENTERLINE, NOT ROAD CENTERLINE. / I co I 4. THE SEWER MAIN LENGTH SHOWN IN SEWER PROFILE IS FROM CENTER OF MANHOLE TO I / APPROX.EXISTING CENTER OF MANHOLE.THE SEWER MAIN SLOPE SHOWN IN SEWER PROFILE IS jv GROUND $.WpTER MAIN CALCULATED FROM THE INSIDE FACE OF THE MANHOLE TO THE INSIDE FACE OF No N N r) n M Z / MANHOLE. wQ oN o N I p N cD N I r 5. CONTRACTOR TO VERIFY VERTICAL AND HORIZONTAL DATA SHOWN FOR CONNECTIONS I I / I 8"WATER MAIN TO EXISTING FEATURES PRIOR TO ANY SEWER CONSTRUCTION. IF DISCREPANCIES O r EXIST,CONTRACT ENGINEER OF RECORD FOR MODIFICATIONS TO DESIGN PRIOR TO z I / CONSTRUCTION. N I INSTALL WATER MAIN AT EXTRA DEPTH. I L=90 LF cj w I / SEE SHEET C8.0 2 SLOPE=0.60% 6. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING N N 2540 - I -- DIA.=8" - 2540 SW3. J w I 7. SANITARY SEWER SERVICES SHALL BE TYPE"D"SERVICE CONNECTIONS PER ISPWC z0 I L=255 LF SD-511 WITH 2%MIN.SLOPE UNLESS OTHERWISE NOTED. (n O N Q 2 SLOPE=0.60% > C3 l Ld n N N DIA.=8" 8. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND Q w N N I o_ I j MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. I N > `" j I U cn I 1 �I Q ILij - ~ I 9. SANITARY SEWER PIPELINES CROSSING DRAINAGE SWALES SHALL REQUIRE A SLEEVE o p o 0 j TO BE INSTALLED ALLOWING ACCESS FOR MAINTENANCE AND REMOVAL OF THE PIPE. O J O U U U THE PIPE SLEEVE SHALL HAVE 1 FOOT OF CLEARANCE FROM THE TOP OF THE SLEEVE � ¢ a a z TO THE BOTTOM OF THE SWALE. w W W w W W O � w � cn cn w 10. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE(3)FEET FROM TOP OF PIPE TO 2535 2535 o Q a Q Q o Z SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE"CLASS 200 WATER PRESSURE PIPE",ASTM D 2241,SDR 21, INCLUDING SERVICE LINES AND FITTINGS. w w w w w w J Q Q Q Q Q Q LL_ 0 0 0 0 0 0 11. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION w o_ D D o_ w L=51 LF INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.THE SLOPES 8.45%O2 CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL rZ6 N r7 4- � c0 DIA.=8 ACCEPTANCE OF THE SEWER. I 12. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. APPROX. EXISTING PROPOSED FINISHED GROUND ELEVATION GROUND ELEVATION 13. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE L MERIDIAN PUBLIC WORKS DEPARTMENT. 2530 _ .. _ 2530 14. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE(PVC),SDR 35, O N °' N r7 °° n `° d d ASTM D-3034, UNLESS OTHERWISE SPECIFIED.ALL SEWER PIPES SHALL COMPLY WITH 1 4 3 O 7 O d O c0 n 00 O O N O d c0 O u ui r� ui r� '0 00 '° 06 '° C6 '0 06 O APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL 3 d d d d d d d d d d d d d d d d v N v N v N v N v a v a v a v N SPECIFICATIONS AND DRAWINGS. OF � 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 15. MAINTAIN GROUNDWATER LEVELS ONE FOOT(1')OR MORE BELOW THE PIPE INVERT, /Ty A. SCHN�\O PER ISPWC, DURING PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS.CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS.BEDDING AND PIPE ZONE MATERIAL SHALL BE THREE-QUARTER INCH(3/4") SHEET C6.3 SEWER LI N E W PROFILE ROCK CHIPS UNLESS OTHERWISE APPROVED. HORIZONTAL SCALE: 1"=20' DATE: MAY 2023 VERTICAL SCALE: 1"=2.5' 16. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. BRONZE BOW PROJECT NO: 21009 17. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS C:\USERS\JADON\BRONZE BOW DROPBOX\JAD4-WiPSCJ-�IDEFi�'\4 ZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD SEWER SHEETS.DWG Lo 1`g i N O y: PI PI41 1. I PI \ a`no c OU v v ° yO \ \ \ A/ 02z co Q ° r - - - - - - -- - - - - - - - - - - - - 0 f W>J> -0 0 N I 1 0 Lu 1 �I 3� z I I I I 1 1 \\ �0� 0 n LL M o A . I I 1 I \ ��, 'o o� U� x +I I I 1 1 v ° �r d o Q 3 I I 7 8 9 10 I I � � I 11 13 \\ :a �- �� °, o W pl I I �2 1 ±98LF 8"PVC °' ss I ° : i BLOCK 2 I I 1 1 \\ ss \ `� 9 6 ±183LF 8"PVC I I 1 1 5 , ° \� ±8LF 8"Pv 0 10 20 40 60 / 4* \ ° s 3 � I I 5 1 1� � ' �� � ° °. LIE •4 5 L. A 5 5 I I 5 _ _ J `� 11 SCALE: 1" = 20' L - - J L - - - - - - - 2 2 2 .. 6 0 9 .•° I 7 6 � ° N RIv� d �. .. r •v , - < y ° y 6 6 N' 6 67° 4 I N 6 S � \ -102 �ft . SEWER SERVICE TABLE ° SS 00 9p° i 2 _ 4 6 4 - 4 W 6 4 W 4 6 W 4 ' Sa 3 LOT SIZE ALIGNMENT STATION OFFSET FINISHED GROUND INVERT SSM B.2 j SSMH C.1 8 6 v 'a \ BLOCK 2 LOT 7 4" SEWER C 10+47.83 29.4'L 2548.51 2542.01 96 s s sss sss ss s8 sss sss ss SS o �• d `rs BLOCK 2 LOT 8 4" SEWER C 10+73.83 29.1'L 2548.59 2542.09 0 SEWER LINE'C' 1 d 'o \ 6 I 4 ° \ \ BLOCK 2 LOT 9 4" SEWER C 10+98.82 28.8'L 2548.68 2542.18 p�O I d Q ° e• d T " v ° / ' \\ ° BLOCK 2 LOT 10 4" SEWER C 11+23.82 28.5'L 2548.64 2542.14 i 711 ° 2 ' 5 \ BLOCK 2 LOT 11 4" SEWER C 11+55.90 28.1'L 2548.42 2541.92 4 ' SS e 5 \ 5 ` ui BLOCK 2 LOT 12 4" SEWER C 11+89.94 30.3'L 2548.14 2541.64 Z i 5 5 5 5 5 / 2 e W BLOCK 3 LOT 1 I ° - - - - - 5 - - 1 \' y' \ BLOCK 2 LOT 13 4" SEWER C 12+34.02 29.0'L 2547.85 2541.35 W I ' LL 4" SEWER C 10+41.82 18.6'R 2548.64 2542.14 0 9 O \\ ° BLOCK 3 LOT 2 4" SEWER C 10+67.82 18.9'R 2548.66 2542.16 a3 I I I 11 1 8 \ .a \ BLOCK 3 LOT 3 4" SEWER C 10+92.82 19.2'R 2548.65 2542.15 a I 1 \ °: BLOCK 3 LOT 4 4" SEWER C 11+17.82 19.5'R 2548.70 2542.20 0 Q I 1 \ SS Z > I A . I I 2 3 4 5 I I 6 7 1 1 \ BLOCK 3 LOT 5 4" SEWER C 11+48.98 19.8'R 2548.48 2541.98 Z 00 00 I g I I BLOCK 3 I I 11 11 � , BLOCK 3 LOT 6 4" SEWER C 11+78.58 19.1'R 2548.28 2541.78 Q ° J 1 BLOCK 3 LOT 7 4" SEWER C 12+02.30 18.2'R 2548.09 2541.59 Z +I I I I I 1 1 / / P / / y, BLOCK 3 LOT 8 4" SEWER C 12 28.02 19.1'R 2547.90 2541.40 j I 91 i V SEWER LINE 'C' PLAN VIEW KEYNOTES Q W O10"SDR-35 PVC SANITARY SEWER PIPE. H WATER KEYNOTES (D8"SDR-35 PVC SANITARY SEWER PIPE. ce ce INSTALL 1"SERVICE FROM WATER MAIN.3/4"METER 48"SANITARY SEWER MANHOLE, PER CITY OF MERIDIAN STANDARDS SECTION 502 W 1❑. AND ISPWC SD-501 SETTER WITH 3/4"SINGLE METER SERVICE PER CITY OF MERIDIAN STANDARD DRAWING W2. O CONNECT SERVICE TO MAINLINE WITH EITHER;ROMAC"CB"SADDLE OR SDR 26 44 W 2❑. INSTALL 1"SERVICE FROM WATER MAIN&2-3/4"METER HEAVY WALL TEE AS PER CITY OF MERIDIAN STANDARDS SECTION 504 Vl SETTERS WITH 2-3/4"DOUBLE METER SERVICES PER O 4"PVC SDR-35 SANITARY SEWER SERVICE PER CITY OF MERIDIAN STANDARD SECTION CITY OF MERIDIAN STANDARD DRAWING W3. 504.SEWER SERVICES SHALL HAVE A MIN.2%SLOPE FROM MAIN TO PROPERTY LINE. 3❑ 8x6 TEE(MJxFLG) O POTABLE/NON-POTABLE CROSSING.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 2555 2555 4❑ 6"GATE VALVE(FLGxMJ) MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF 5❑ 8x8x6 TEE(MJxFLGxFLG)-1-6"GATE VALVE(FLGxMJ) VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS El 11.25°ELBOW(MJxMJ) (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 3 ^ 7.❑ 22.5°ELBOW(MJxMJ) DESIGNED JKS O7 STUB 8"SEWER MAIN AND INSTALL 8"CLEANOUT AS PER 2017 ISWPC SD-506 Q OR � M 3 p O ASSEMBLY FOR FUTURE TIE-IN o ri ri to El ELBOW(MJxMJ) DRAWN JKS N Q M NOTES QOPM Lo � - 00 N N Q U) �^^v 00 to O N N M N 9❑ 8"GATE VALVE(FLGxMJ) CHECKED KS m + N PROPOSED FINISHED rn -^3 N ^ El 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONS =M z z p= GROUND 7 + N v N - * 3 8x6 TEE(MJxFLG) FOR CORRECT LOCATION/PLACEMENT OF SEWER SERVICES. APPROVED KS 2550 d - - ; +I + 2550 N N Z Z z PRESSURE x.. Z O V N iNi j 11. 8x8x8x8 CROSS(FLGxFLGxFLGxFLG) > > 2 O 2. SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO SUMPS. IRRIGATION SLEEVE V)~ - z z Q N N - - V) z 12. 8x8x6 TEE(MJxFLG)-1-6"GATE VALVE(FLGxMJ) v7 v7 - 3. SERVICE STATIONING IS BASED ON SEWER PIPE CENTERLINE,NOT ROAD CENTERLINE. _ 4. THE SEWER MAIN LENGTH SHOWN IN SEWER PROFILE IS FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.THE SEWER MAIN SLOPE SHOWN IN SEWER PROFILE IS CALCULATED FROM THE INSIDE FACE OF THE MANHOLE TO THE INSIDE FACE OF N N lu \ - - - - - - MANHOLE. w o o N N N i O \ _ � - I I - w _ _ 5. CONTRACTOR TO VERIFY VERTICAL AND HORIZONTAL DATA SHOWN FOR CONNECTIONS o N I I rn T_ I W \ J cl � 1 cD v) APPROX. EXISTING TO EXISTING FEATURES PRIOR TO ANY SEWER CONSTRUCTION. IF DISCREPANCIES O N I Z GROUND EXIST,CONTRACT ENGINEER OF RECORD FOR MODIFICATIONS TO DESIGN PRIOR TO F- 2545 r -- - 2545 CONSTRUCTION. ? I v N 6. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING N Of z SW3. N N IOf 8"WATER MAIN 7. SANITARY SEWER SERVICES SHALL BE TYPE"D"SERVICE CONNECTIONS PER ISPWC Z 0' o SD-511 WITH 2%MIN.SLOPE UNLESS OTHERWISE NOTED. 00 o N j U I > I M N N a rn INSTALL WATER MAIN AT EXTRA 8. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND L,1 N ,Js CDDEPTH.SEE SHEET C8.0 L=48 LF MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. Qf w N 1 rn 't o SLOPE=0.607O 1 't N > L=195 LF DIA.=8" U v' Q I OSLOPE=0.60% 9. SANITARY SEWER PIPELINES CROSSING DRAINAGE SWALES SHALL REQUIRE A SLEEVE W I 2 TO BE INSTALLED ALLOWING ACCESS FOR MAINTENANCE AND REMOVAL OF THE PIPE. 'D 2540 �r DIA•-8 -- -- 2540 THE PIPE SLEEVE SHALL HAVE 1 FOOT OF CLEARANCE FROM THE TOP OF THE SLEEVE Q Q Q iTO THE BOTTOM OF THE SWALE. z � w w w w � I 10. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE(3)FEET FROM TOP OF PIPE TO V) v~i w SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE"CLASS 200 WATER PRESSURE O Q Q Q Q O Q PIPE",ASTM D 2241,SDR 21, INCLUDING SERVICE LINES AND FITTINGS. w w w w w w Z t � t w Q Q Q Q Q Q J I 11. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION 0 INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.THE > > > > > > w APPROX. EXISTING PROPOSED FINISHED CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL GROUND ELEVATION GROUND ELEVATION ACCEPTANCE OF THE SEWER. O N tO U-) 12. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 2535 2535 13. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE L r M 0) N o co ao r- co FN n n co uq 0) 9) o d SS C/ CD co r Go ^ OD vi 06 cc .^_. MERIDIAN PUBLIC WORKS DEPARTMENT. N N N N N N N N N N 14. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE(PVC),SDR 35, ASTM D-3034, UNLESS OTHERWISE SPECIFIED.ALL SEWER PIPES SHALL COMPLY WITH 10+00 10+50 11+00 11+50 12+00 12+50 APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL 3 SPECIFICATIONS AND DRAWINGS. c 3 �!6 T P OF 15. MAINTAIN GROUNDWATER LEVELS ONE FOOT(1')OR MORE BELOW THE PIPE INVERT, A• Sr PER ISPWC, DURING PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS.CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE MATERIAL SHALL BE THREE-QUARTER INCH(3/4") SHEET C6.4 SEWER LI N E 'C' PROR LE ROCK CHIPS UNLESS OTHERWISE APPROVED. HORIZONTAL SCALE: 1"=20' 16. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. DATE: MAY 2023 VERTICAL SCALE: 1"=2.5' BRONZE BOW PROJECT NO: 21009 C:\USERS\JADON\BRONZE B4Tg&& M yAbD� E�TCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD SEWER SHEETS.DWG N 00MC) xo o oz 0 W J O c) d 00 m W m PI N p1 PI W Z _ PI p, 0 -N I II I PI • ' m SSMH A.2 w v z SS10 SS10 SS o•' 0 9 . Q 7 23 a a .° � :2I ° 2 2 - � - 1 21 • ° .. e'.. \ to _ 5 I - .�. � � 1 23 I I \\ • . \ ° 'd 25 V v • o o. .. . ' o• :V�° .. °� ° A° d o > . ° S N I I I I 5 - - - 24 � d / / ° 5 I I v I Z °. J .•v v. Id d ° A . d . e'd a. v' . .e .' :r d. . v d ° d. ° ° 1-1 // \\ a de° °. •.•Q I I v. v. ° • 'd ..d °.. d ° a'; i '•v •••� i., •a•°. d d. ad, •!• \ .'o \ s a .�. I /� N I / / d + ° p l \ \\ s ° v a ±47LF 8"PVC 8 I o I I / ;' \ 6 N4NFYUMA LN N 10 I I ±194LF 8"PVC I I / // d ° \ °', 3 d. I I � / ° • • \ \ .. .±28LF 8"PVC 2 6 4 FIF, 4 („ISSMH D.2 a.. 3 I .` d W N W W N 6 N �� �- \\ \ 3 �SSMHD.1S D 8 SS8-1-1�'S1 cn 90" ° 2 _ 6 LOS ALAMOS LN W / 24 v SEWER LINE ui S S 4 ±47LF 8"PVC � I _ ±30LF 8"PVC �' 3 \ 00 j 6 2 _ S SS A.3 9 - - •• 9S s sss SEWER LINE 'D' U. - JJ0 SS SS8 ° 6 SSQ SS8 SS8 SS8 SS8 SSMHD.16 ° 22 ,. y \\ �'' v O O $ . 4 0 ss 1 ' e° d d 8 v .d 4 6 4 •° 1 1 ±13LF 6"C900 a cn �. 12 ±28LF 8"PVC°: °° d ° .a I \I 6 12 a Q d. • o "' �� 3LF 6 C900 S W = +1 4 I ° ±30LF 8"PVC I ao > z I °d I Q I d-. v G .•v .. Q - - - v Q 0 a M d d . ° ° ' Z ss SEWER SERVICE TABLE LOT SIZE ALIGNMENT STATION OFFSET FINISHED GROUND INVERT Q Z ° � n J o / p a BLOCK 1 LOT 21 4" SEWER D 12+91.33 50.2'L 2548.94 2542.44 a :e ° d S ° .• I d BLOCK 1 LOT 22 4" SEWER 12+63.15 51.T L 2548.96 2542.46 Z I BLOCK 1 LOT 23 4" SEWER D 12+36.70 73.3'L 2549.25 2542.75 I d . ss SS SEWER LINED' PLAN VIEW z 5 KEYNOTES BLOCK 1 LOT 24 4" SEWER 12+30.79 49.5'L 2548.67 2542.17 ss _ _ N < ; (D- �' 1 BLOCK 1 LOT 25 4" SEWER 11+55.77 53.1'L 2547.91 2541.41 O W 00 O 10"SDR-35 PVC SANITARY SEWER PIPE. o 6 ±47LF 8"PVC " / BLOCK 1 LOT 26 4" SEWER D 10+78.77 53.2'L 2547.99 2541.49 ±40LF 8"PVC 0 = O 8"SDR-35 PVC SANITARY SEWER PIPE. d a'd SSMH D.2 \ ss � I O 48"SANITARY SEWER MANHOLE, PER CITY OF MERIDIAN STANDARDS SECTION 502 a:• I 21 w/ P Y 3 AND ISPWC SID W O4 CONNECT SERVICE TO MAINLINE WITH EITHER;ROMAC"CB"SADDLE OR SDR 26 0 10 20 40 60 HEAVY WALL TEE AS PER CITY OF MERIDIAN STANDARDS SECTION 504 W 2555 2555 O4"PVC SDR-35 SANITARY SEWER SERVICE PER CITY OF MERIDIAN STANDARD SECTION 504.SEWER SERVICES SHALL HAVE A MIN.2%SLOPE FROM MAIN TO PROPERTY LINE. SCALE: 1" = 20' \ O POTABLE/NON-POTABLE CROSSING.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A / \ 3 MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND / \ O N N NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF \ N r Q 00 VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE \ 0o r Lo WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS WATER KEYNOTES \ 00 Lo - Q ON N �'`� �p� � N (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). M I . M \ 00 i� 00 Lo ,�j N \ M � N 3 N + v O7 STUB 8"SEWER MAIN AND INSTALL 8"CLEANOUT AS PER 2017 ISWPC SD-506 a INSTALL 1"SERVICE FROM WATER MAIN.3/4"METER + v o ~ ASSEMBLY FOR FUTURE TIE-IN SETTER WITH 3/4"SINGLE METER SERVICE PER CITY OF DESIGNED JKS 2550 00 N N z o N = 0 2550 MERIDIAN STANDARD DRAWING W2. Q to \ PROPOSED FINISHED = z O N� NOTES DRAWN JKS -H D \ GROUND N� j j N N FEZ 2❑ INSTALL 1"SERVICE FROM WATER MAIN&2-3/4"METER _ zz 0 NNFz z_ N j j j SETTERS WITH 2-3/4"DOUBLE METER SERVICES PER N N R z z z 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONS CITY OF MERIDIAN STANDARD DRAWING W3. CHECKED KS FOR CORRECT LOCATION/PLACEMENT OF SEWER SERVICES. 3❑. 8x6 TEE(MJxFLG) APPROVED KS \ - - 2. SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO SUMPS. � - - - - - - - - - - - El GATE VALVE(FLGxMJ) PRESSURE - - - - - - - - - - - - - - - - - - ___. / 3. SERVICE STATIONING IS BASED ON SEWER PIPE CENTERLINE, NOT ROAD CENTERLINE. IRRIGATION SLEEVE 5❑ 8x8x6 TEE(MJxFLGxFLG)-1-6"GATE VALVE(FLGxMJ) j Lu 4. THE SEWER MAIN LENGTH SHOWN IN SEWER PROFILE IS FROM CENTER OF MANHOLE TO j O APPROX.EXISTING CENTER OF MANHOLE.THE SEWER MAIN SLOPE SHOWN IN SEWER PROFILE IS © 11.25' ELBOW(MJxMJ) 2545 -r w GROUND -- - 2545 CALCULATED FROM THE INSIDE FACE OF THE MANHOLE TO THE INSIDE FACE OF I w 12"STORM DRAIN MANHOLE. 7� 22.5"ELBOW(MJxMJ)j N N n CROSSING 0 o o N N N 5. CONTRACTOR TO VERIFY VERTICAL AND HORIZONTAL DATA SHOWN FOR CONNECTIONS ® 45'ELBOW(MJxMJ) 1 N N 1 1 1 TO EXISTING FEATURES PRIOR TO ANY SEWER CONSTRUCTION. IF DISCREPANCIES Q N cD 1 N I 8 g"WATER MAIN EXIST,CONTRACT ENGINEER OF RECORD FOR MODIFICATIONS TO DESIGN PRIOR TO N 1 1 I z O0 a 8"GATE VALVE(FLGxMJ) I 9: CONSTRUCTION. 0 8"WATER MAIN Z 10. 8x6 TEE(MJxFLG) z 6. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING N SW3. 11. 8x8x8x8 CROSS(FLGxFLGxFLGxFLG) N w INSTALL WATER MAIN AT EXTRA C4 DEPTH.SEE SHEET C8.0 7. SANITARY SEWER SERVICES SHALL BE TYPE"D"SERVICE CONNECTIONS PER ISPWC 12. 8x8x6 TEE(MJxFLG)-1-6"GATE VALVE(FLGxMJ) �j N w INSTALL WATER MAIN AT EXTRA I DEPTH.SEE SHEET C8.0 L=68 LF SD-511 WITH 2%MIN.SLOPE UNLESS OTHERWISE NOTED. z rn O J 2 SLOPE=0.60% _ O Q 2540 I DIA.=8" 2540 8. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND U) o N Q cl j MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. > v 1 n N NLd Q, I w N N 1 1 o I 9. SANITARY SEWER PIPELINES CROSSING DRAINAGE SWALES SHALL REQUIRE A SLEEVE g N > j TO BE INSTALLED ALLOWING ACCESS FOR MAINTENANCE AND REMOVAL OF THE PIPE. U �_ MLd Q THE PIPE SLEEVE SHALL HAVE 1 FOOT OF CLEARANCE FROM THE TOP OF THE SLEEVE o 0 0 O o = _ = o j L=237 LF TO THE BOTTOM OF THE SWALE. U U cU = c) ¢ a a 0 2 SLOPE=1.91% a_ z DIA.=8" 10. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE(3)FEET FROM TOP OF PIPE TO w w w w SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE"CLASS 200 WATER PRESSURE N a- 0- a- 0- N w j PIPE",ASTM D 2241,SDR 21, INCLUDING SERVICE LINES AND FITTINGS. o Q Q Q Q o Q � � z I 11. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION w w w w w w w a Q Q Q Q a 2535 I 2535 INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.THE p p o p p p CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL D D D D D D w ACCEPTANCE OF THE SEWER. jO N r7 Un cD 12. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. I I� 13. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. �s5�0 L FNC APPROX. EXISTING PROPOSED FINISHED 14. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE(PVC),SDR 35, GROUND ELEVATION GROUND ELEVATION ASTM D-3034, UNLESS OTHERWISE SPECIFIED.ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL 4 3 SPECIFICATIONS AND DRAWINGS. 7 2530 ^ oo rl to rl to _ Lo O 2530 3 15. MAINTAIN GROUNDWATER LEVELS ONE FOOT(V)OR MORE BELOW THE PIPE INVERT, o N M 0)rl rn to rn °0 � rn 00 r PER ISPWC, DURING PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING FjT OF \Q�V � of � � to to to to � to ao � .-. ,n 0 ,n Lo ,n ,n ,n ,n ,n Lo ,n ,n ,n Lo SEWER TAPS.CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND y A. SCHN� v N v N N N N N v N N N N STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS.BEDDING AND PIPE ZONE MATERIAL SHALL BE THREE-QUARTER INCH(3/4") 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 ROCK CHIPS UNLESS OTHERWISE APPROVED. SHEET C6.5 SEWER LINE 'D' PROFILE 16. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. HORIZONTAL SCALE: 1"=20' DATE: MAY 2023 17. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS BRONZE BOW VERTICAL SCALE: 1"=2.5' 21009 COVER SHALL BE 4 FEET. PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 - CD SEWER SHEETS.DWG LO SEE ACHD BMP-21 000 cc i OU DETAIL THIS SHEET o VERTICAL SAND X 006 STA: 14+43.47 STA: 16+33.83 VERTICAL SAND FILTER'B' OFF:39.59 L FILTER'D' O 2 z OFF:80.25 L *ACHD FACILITY* m _< *ACHD FACILITY* W J STA: 14+86.94 STA: 15+01.94 VERTICAL SAND O U) OFF:41.51 L OFF:41.54 L FILTER'C' STA: 16+21.94 0- 00 p SG-C *ACHD FACILITY* OFF:41.84 L coW . .... .. . . . HIGH GROUNDWATER LEVEL -P<< ,�;, OFF:68.16 L z W-2 _ 1.5' W-1 0 °. .• - SG D Of OFG 2547.52 :.. ;.;;. 0 0 [0 C 4 �FG 2547.24IM ..,. BP-D FG 2547.24 z O VERTICAL SAND FILTER (ACHD BMP-21 ) CROSS SECTION VIEW 0 STA: 15+01.99 ° ° ° < 99 M SCALE:NOT TO SCALEOFF:24.54 L - _ _ _ - STA: 16+21. °a, - _ OFF:24.86 L,. . °• °, � STA: 14+39.12 •°,, .• � STA: 14+87.02 � <•' a . OFF:69.63 L OFF:24.51 L ___ W TOPEKA STREET STA: 1 5 ° c OFF: 19.44 9.44 L L SEE ACHD BMP-21 - - ° DETAIL THIS SHEET / 65� -� �� _ STA: 16+61.98`Q.3 cn �6So -OFF:54.61 L L0 . A. W-2 1.5' W-1 °:a / CB CA '°° VERTICAL SAND FILTER B, C, & D SCALE: 1"=20' VETICAL SAND FILTER ° CB F.1 Finished Estimated High V100 V100 / SAND BASIN NUMBER(FROM D(ft) W-1(ft) W-2(ft) L(ft) Ground Top of Sand Bottom of Ground Water INFILTRATION REQUIRED PROVIDED ° iii FILTER STORM WATER REPORT) Elevation Filter Sand Filter Elevation RATE(in/hr) (C.F.) (C.F.) W LOS ALAMOS LN A 13 4 4 15 60 2546.89 2546 2542 2540 1 1186 1605 B 10* 4.5 3.5 12 100 2547.52 2546.5 2542 2540 1 2632.5 2651 ° - - C 10* 4.5 3.5 12 120 2547.24 2546.5 2542 2540 1 2632.5 2651 STA: 11+24.63 R\43SO, D 11 4 4 15 61 2547.24 2545.96 2541.96 2540 1 1613 1632 OFF: 16.76 R \ E 12 4 4 15 101 2547.98 2546.5 2542.5 2540 1 2688 2702 ° STA: 10+54.50 CB-F.2 F(1) 14* 3 3.5 14.5 63 2547.46 2545.8 2542.3 2540 1 1133.5 1277 OFF:20.00 R STA: 11+17.50 STA: 11+32.50 O OFF:20.00 R F(2) 14* 3 3.5 14.5 63 2547.46 2545.8 2542.3 2540 1 1133.5 1277 °O SG F OFF:20.00 R STA: 11+95.50 G 15 3 3.5 14.5 121.5 2548.13 2545.93 2542.93 2540 1 2164 2445 0 o OFF:20.00 R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8_10 0 +•s'= - O Cj *SAND FILTERS SHARE BASIN VOLUME EVENLY N d a M ° FG 2547.64 a d e A° ° d f NOTES: STA: 10+54.50 1. PER THE SOILS REPORT BY ATLAS TECHNICAL CONSULTANT, LLC DATED AUGUST 19,2021, ° •d OFF:39.50 R Q STA: 11+17.50 GROUNDWATER VARIED ACROSS THE SITE AT A DEPTH 3.5 FEET.CONTRACTOR SHALL NOTIFY °• VERTICAL SAND STA:OFF:39.50 R STA: 11+95.50VERTICAL SAND 11+32.50 THE ENGINEER OF RECORD IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION FILTER'F(1)' OFF:39.50 R OFF:39.50 R M W HIGHER THAN ESTIMATED.*NOTE,THE PREVIOUS"OPEN CHANNEL"PRUDAM GULCH DRAIN DITCH ° ' *PRIVATE* VERTICAL SAND FILTER F(1 ) & F(2) W HAS BEEN REMOVED AND REPLACED WITH A PIPE CONVEYANCE SYSTEM IN 2022.SEASONALLY HIGH GROUNDWATER CONDITIONS ARE ANTICIPATED TO DROP SIGNIFICANTLY DUE TO THE SCALE: 1"=20' FILTER'F(2)' W PROPOSED AND COMPLETED INFRASTRUCTURE IMPROVEMENTS.* *NOTE*VERTICAL SAND FILTERS'F(1)'&F(2)ARE PRIVATE FACILITIES AND ARE NOT APART OF THE ACHD SYSTEM *PRIVATE* OBSERVATION WELL PER 2. THE CONTRACTOR MUST OVER EXCAVATE ALL MATERIAL AT THE BOTTOM OF THE VERTICAL SAND ACHD SD-627 FILTER AND CONFIRM, BY INDEPENDENT TESTING,THAT FREE DRAINING SOILS WITH A ° STA: 13+98.37 PERCOLATION RATE OF 1 in/hr HAS BEEN MET PRIOR TO BACKFILLING. OFF:61.02 R '3. FOR VERTICAL SAND FILTERS WITHIN THE JURISDICTION OF ACHD,ACHD STAFF MUST ALSO " A O ~ VERTICAL SAND Ivl VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. FILTER'E' *ACHD FACILITY* I Q 4. NATIVE GRASSES AND DROUGHT-TOLERANT PLANT SPECIES ARE RECOMMENDED FOR USE IN � °• \ SURFACE STORMWATER FACILITIES FOR WATER QUALITY TREATMENT,SLOPE STABILIZATION AND 'STA: 14+65.52 EROSION CONTROL. NATIVE PLANT SPECIES SHOULD BE SPECIFIED OVER NON-NATIVE SPECIES OFF:79.96 R STA: 13+97.45 STA: 13+38.91 EXCEPT FOR NATIVE TREES WHICH MAY NOT BE WELL SUITED TO STORMWATER FACILITIES.SALT FG 2547.99 OFF:40.54 R RESISTANT VEGETATION SHOULD BE USED IN LOCATIONS WITH PROBABLE ADJACENT SALT OFF:37.68 R - - - APPLICATION. \ \ M VERTICAL SAND FILTER (ACHD BMP-21 ) PLAN VIEW 5. ACHD STORMWATER BASINS AND SWALES SHALL BE LANDSCAPED ACCORDING TO THE"ADA ° BP-E ""` r00 \ COUNTY HIGHWAY DISTRICT STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE \\ MANUAL"(OCTOBER 2017)IN APPENDIX D. BIORETENTION PLANTERS SHALL BE LANDSCAPED x ACCORDING TO ACHUS"PLANT MATERIALS FOR BIORETENTION FACILITIES IN THE RIGHT-OF-WAY". DFG 2548.13 Z. STA: 13+52.13 ° STA: 14+56.63 OFF: 18.52 R CB-E.2 SG-E OFF:48.59 R / \ STA: 14+74.19• \ HIGH FLOW VERTICAL SAND / \ 2-YR STORM FLOW OFF:61.38 R \ FILTER'G' BYPASS \ .,° _*PRIVATE* \ REQUIRED 1 5' S A 18+90 w 7 °° A O - FE LN STA: 14+64.88 - o OFF.30.92 R SANTA I DESIGNED JKS cTe+ .117.67 ;a / OBSERVATION NOTES: STA=147.1.4 1, 19' TRANSITION 5-FT IN �LG=2547.14' Via' DRAWN JKS 5' > 5' WELL #2 BED NON-PERFORATED c> o 0 0 0 0 &ACROSS STREET 1. THIS BMP MUST BE APPROVED FOR USE BY ACHD AND IS ONLY ALLOWED WHERE 3-FT SEPARATION VERTICAL SAND FILTER E & G SCALE: V=20' TO PERFORATED PIPE IN SIDEWALK OR MIN TO HSGW IS NOT POSSIBLE. BMP SHALL ONLY BE ALLOWED IN COMMON AREAS. CHECKED KS (TYP) 50' DISTANCE *NOTE*VERTICAL SAND FILTER'G'IS A PRIVATE FACILITY AND IS NOT A PART OF THE ACHD SYSTEM 2. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. APPROVED KS L 0 0 0 0 0 = 3. CONTACT DESIGN PROFESSIONAL FOR VERTICAL SAND FILTER REDESIGN IF GROUNDWATER IS ENCOUNTERED � w w ABOVE MAX HSGW ELEVATION t> o o O O ~ a 4. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED 0 A o o o 0 0 o Q A + 5. VERTICAL SAND FILTER SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS a LI O Q 6. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS Ncn N N o o SECTION 18" PIPE LLI o O N N LLJPERFORATION 7. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM J/ A cl N N o) � N 0 0 0 o o w DETAIL : ` • o N tD N N N.T.S. 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES N 1 3!4'ALUMINUM GRATING,WITH EDGE BANDING, a ° O I M MC NICHOLS,OHIO GRATING OR APPROVED 0 0 0 0 9_2_� 9. BED WIDTH SHALL REMAIN CONSTANT EQUAL,PROVIDE CLIPS&SECURE GRATING TO zMANHOLE USING ANCHOR BOLTS TpPOFBA$IN ELEV=2544.5 254.393 - Nljj OBSERVATION WELL #1l COVER NOTES: RIMELF1F5iE1- ` ` i..d :.r: ,488 p0 cv 1 R N V) w > o 0 0 0 o THIS BMP IS ALLOWED IN THE RIGHT-OF-WAY ONLY FOR CAPITAL AND MAINTENANCE PROJECTS. % / ( z 5 ' n 0)PRECASTER TO CAST Z O FOR VERTICAL SAND FILTERS IN PUBLIC RIGHT-OF-WAY: GROOVE ORSSR��� / O 0d N Q f VANHOLE SECTION TO i 4S DIA ACCOMMODATE GRATING. Ip'� U I 10. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED Pv / Ld n N N o PLAN 1.5' ASTM C-33 SECTION 12" PIPE --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN w N N � L o VERTICAL SAND o I _ w PERFORATION N > FILTER SAND --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED / FILTER'A' N.T.S. DETAIL --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE 3 6�PVCRISER PREGA5TMANHOLE ` U EXTEND TO RIM ELEV *ACHD FACILITY* = � o p o 0 N.T.S. BOTTOM OF BASIN 1 • O J O = = = O 11. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH ELEV=254115 DRILL 2"HOLE IN °• U U U = r STA=16+25.00 d ck� c� < a Q c� MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. i> PVC90°BEND STA: 16+94.13 �"� a_ z 4 GEOTEk LG=2545.93 'STA: 16+32.35 °:'. ' w o � O FILTER FABRIC 1 5' r`r' INV RT_.,,_ -JIA=1 VTV I�aJ + OFF:25.45 R ` ' OFF:42.90 R wd pw w0- Ld TOP & SIDES 12. FULL ROADWAY SECTION IS REQUIRED OVER VERTICAL SAND FILTERS. VERTICAL SAND FILTERS SHALL NOT ,:r �' 2540.20 I to to w STA=16+25.00 J OBSERVATION WELL SAND WINDOW ` FL=2545.91 EXTEND ABOVE SUBGRADE '' �.` _ _ ; ; - � �+' • , O a a a a O � l NDERDRA N 12"OUTLET PIPE 0.5% N N N (n z 18" PERFORATED PIPE �� � "=� � � � � SEE COVER 13. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE INVERT BP A• FG 2546.89h1 w 2-YR STORM 1C`--�� a Q Q Q Q a w NOTES -� SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE (DETAIL IPIIC-401) 2540.40 p p p p p p � CLEAN 1.5"-2' CLEAN 1.5"-2" 4_ ° ° 1 � w o w 0 0- I DRAIN ROCK RAIN ROCK 6" MIN °FOR VERTICAL SAND FILTERS OUTSIDE PUBLIC RIGHT-OF-WAY: SG-A - ew REMOVE AND REPLACE 1. A MINIMUM 1.5 FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED EXISTING PIPE AT ' �` -� ® zz N "� `n c0 1' EXISTING INVERT 5+82.01 - ° WOVEN GEOTEXTILE i46.19' ' FABRIC ELEVATION. STA: 16+24.97 STA: 16+gg.74 PVC LINER, ACROSS BOTTOM SLOPE BOTTOM OF OF ROCK AND ALONG OUTSIDE A 2546..11751 OFF:44.63 R OFF:62.83 R �S V0 L ENG, HIGH FLOW BYPASS LINER UNDER ROCK PORTION EDGES OF ROCK. LINER SHALL OUTLET CONTRO�L -�NORTH BASIN = 12" PERFORATED PIPE OF SEEPAGE BEDS BE CONTINUOUS (SEAMS MIN 1% TOWARDS SAND FACTORY SEALED) OR PROVIDE t:L ¢�o� C 3F ��� NOT TO SCALE 12" OVERLAP AT SEAMS. SECTION A-A VERTICAL SAND FILTER Ar ?3 3 SCALE: 1"=20' N.T.S. �Th O A. SCHN�\O�`2- NOTES: 1. "OUTLET CONTROL-NORTH BASIN"DETAIL TAKEN FROM THE COMPASS CHARTER SCHOOL RECORD 2017 V E-R T C A SAND FILTER E R STANDARD DRAWING 201 7 V E R T CA SAND FILTER E R STANDARD DRAWING DRAWINGS.THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND PROTECT IN PLACE ALL EXISTING PIPES. SHEET C7.0 ACHD STORMWATER DESIGN ACHD STORMWATER DESIGN GUIDELINES BMP 21 GUIDELINES BMP 21 2. INSTALL 12"DIAMETER RIP RAP UNDER DISCHARGE PIPE TO AN ELEVATION 1 FOOT ABOVE HIGH WATER SHEET 1 OF 2 SHEET 2 OF 2 WITH A 5 FOOT BY 10 FOOT LONG AREA. DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJ ECTS\21 009\ACADDWG\SH EETS\CONST DRAW\21009 - CD INTERSECTIONS.DWG 00 co OU x x 006 O oz 00 _Q • W J IN O c� X X� 000 00 W �X X X X X 00 X X X X X X X X X Z X X X X X X X X X X X_X_X O X X X X X X X X X X X X X X X X X 0� [0 @) 4 x I O 0 — x Q — 0 15 30 60 90 M Op • - - 0 0 — 1RR — — — — — — — — IRB I z \ M SCALE: 1" = 30' •y .j r, — — — — — — • 11 M 4 KEYNOTES W TOPEKA STREET --- — --- --- 16 15 S 16 �15 O CONNECT TO EXISTING 8"WATER MAIN ±34LF 8"PVC ±59LF 8"PVC ss SS10 SS1 0 0 SS10 �s 10 ss - _ 0 S10 SS1 �1162LF'8"PVC b REMOVE EXISTING BLOW-OFF AND CONNECT TO .• 0 SS10 SS10 EXISTING 8"WATER MAIN SS10 SS 15 — — — — — — 15 — — O STUB 8"WATER MAIN AND INSTALL 8' GATE VALVE 7- �� • • ° BLOCK 1 I 3 / 11 ' ' ' � • ''' `•• '`•��'�••'•'e'..` .: •••Q':• ••. •'• � ' ' • � �' y n: •. • • ASSEMBLY AND 4"BLOW-OFF ASSEMBLY FOR FUTURE I I I 16 — — ` 8 " �'" 16 15 11 22 TIE-IN AS PER CITY OF MERIDIAN SD W13 m 15 f- - - - - - - — � 22 oi - - - - - - - - - � 7 19 1 8 I '�' W °.. 7 23 O4 GRAVITY IRRIGATION PIPING OF THE PURDAM GULCH I 2 / :'. S I I 19 25 DRAIN.CONSTRUCTION COMPLETED DEC.2022 I— 22 22 7 BLOCK 1 �� I SSI I I 6 BLOCK 2 I I 5 I , ss Q 15 I I r ) 24 INSTALL 1"SERVICE FROM WATER MAIN&3/4"METER a °%' / 1 I SETTER WITH 3/4"SINGLE METER SERVICE PER CITY OF ss I I 9 I • x I . '• ,q• ': 1 I• 19 I MERIDIAN STANDARD DRAWING W2. ` ' cn cn +48LF 8"PVC 5 I I i I 14 17' I I / , O INSTALL 1"SERVICE FROM WATER MAIN&2-3/4" ±30LF 8"PVC / a METER SETTERS WITH 2-3/4"DOUBLE METER O �• ±177LF 8"PVC 2 I 17 6 I SS I 15 "' I I // SERVICES PER CITY OF MERIDIAN STANDARD DRAWING 15 — — — — — — — — , .: •. ,. 16 �' O INSTALL SINGLE 2"WATER SERVICE LINE WITH 1515 / I I 15 ° I IS I 6 I I I +? W W W±194LF 8"PVC // 7 JURISDICTIONAL VALVE. m I I 3 I I 16 s 12 . 13 W LOS ALAMOS LN(PRIVATE) - — 15 r. - SS .. 0 I 6 I I I ss SS8 SS8 22 �$ 8x6 TEE(MJxFLG) SS8 SS8 " 2 6"GATE VALVE(FLGxMJ) ~ I I 3Y I 16 15 —SS8 w SS8- ss ., ±28LF 8"PVC 7 6"WATER MAIN(LENGTH PER PLAN) FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9 co I I 15 SS 4 I I ; ±33LF 8'PVC SSI �I I I I I 1 6 'SS 15 I 11.25' ELBOW(MJxMJ) i. 15 I I I ±11 LF 6"C900 • M $ — — — 19 I I I ! I ° • ' S — 10 22.5°ELBOW(MJxMJ) W 15 I I • 'I : M •' 15 11 V J I I °.• S I I I +45LF 8"PVC ±13LF 6"C900 W 15 - F ±47LF 8"PVC 11 45°ELBOW(MJxMJ) II I 6 ;a SS °, I 5 I 14 SS I BLOCK 15 15 r' 22 I 12 8"GATE VALVE(FLGxMJ) �I I I I a :a — — — — — — — - 7 13 8x8 TEE(MJxFLG) O m I I I 15 I o z O I •••SS •. ° \ 25, a 14 8x8x8x8 CROSS(FLGxFLGxFLGxFLG) II I ±40LF 8"PVC 12 15 POTABLE/NON-POTABLE CROSSING.THE HORIZONTAL a $ ••'. ;• •' ss M 11 SEPARATION OF NON-POTABLE SERVICES AND ' 6':, ' ' ' '- : ` ' • •• •' '• r '• ' • ' 16 15 I POTABLE WATER SERVICES OR POTABLE WATER MAINS m �I '° 19 I I p I I / z \\\ 22 NECESSARY FSHALL BE A IOR A POTABLE NIMUM OF SIX(WATER MAINN AND ERE IT IS 6 �• SSI ,a 9 pp QJ� \ NON-POTABLE WATER MAIN TO CROSS WITH LESS a I I I THAN EIGHTEEN(18)INCHES OF VERTICAL \ S1�55 �6 ...•• N ^v \ i SEPARATION,THE CROSSING SHALL BE CONSTRUCTED ±12LF 6"C900 cn 11 p \ IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO r — — — — — — — — — — — — — — — — \ p FE LANE(PRIVATE \\ RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA _ _ 1 15 �I P a' 0 �1 Sf1N� \\ ° 7 I 58.01.08)AND SECTION 430.02 OF THE WASTEWATER 1! . Eo 16 15 0 +128LF 8"PVC W \ RULES(IDAPA 58.01.16). L — — — — — — — — — - - ,' I I I I 1 I \ �� 2�T '!• I'. • \ I 16 LOWER WATER MAIN AT STORM DRAIN/IRRIGATION 1 1 \ I I 0 I I BLOCK 2 ; . ° 19 CROSSING TO ACHIEVE 18 VERTICAL CLEARANCE - - - - - - - - - - � 3 ° • I I I \ N. I- 12 14 15 16 I I :. I I I 7 8 9 1 o I I 1 1 12 1 1 3 \ ' '' �' '; , •• ;••Y 't; •-' 20 17 LOWER WATER MAIN AT PRUDAM GULCH DRIAN I SS I I I \ 4 •' •' • ' I GRAVITY IRRIGATION CROSSING TO ACHIEVE 18" 6 I I I I II II , '.•,a \� 9 •� ••, ; ." I i VERTICAL CLEARANCE.SLEEVE WATER MAIN IN 12"PVC DESIGNED JKS : \� s ±34LF 8"PVC 7 FOR 10-FEET EITHER SIDE OF CROSSING. 116 15 I I L _ — _ o '' • DRAWN JK "4 L — J — — 5 f P \� �y 22 1 19 19 1 9 18 SLEEVE WATER SERVICE AT STORM FACILITY v _ o S I 15 6 6 ±183LF 8"PVC 6 •i ;9gLF 8 ° ' 7 22 ; •• CROSSING. 15 U, a. CHECKED KS SS 12° ° 15 w jr�i 19 FIRE SERVICE FOR FOUR-PLEX BUILDING. tee' �.• / s O APPROVED KS 13 I 15 ' 15 15 ` `�10 �� 4,•` _'.' 20 8x8x6 TEE(MJxFLG)-1-6"GATE VALVE(FLGxMJ) W W ' BLOCK 1 — . SS I O� ±39LF 8"PVC a` 21 INSTALL SINGLE 4"IRRIGATION WATER SERVICE FOR I W SANTA FE DRIVE — S8 .�'' d •_ .i• t,` O BACKUP WATER SUPPLY. IRRIGATION WATER SERVICE 00 I 6 %Pr I ss 3 5S8 SS8 S8 SS8 SS8 ss ice•• 5 • 15 ±52LF 8"PVC • ` ' 8 /'"r ±13LF 6"C900 SHALL HAVE 4"WATER METER(PROVIDED BY THE CITY) \ __ AS PER CITY OF MERIDIAN STANDARD DRAWING W5 AS •' ° ''"• ' S \ *' 9 o F" WELL AS A CITY APPROVED BACKFLOW PREVENTION \ /• 20 DEVICE.NO BYPASS PIPING SHALL BE ALLOWED FOR N N M m I I 15 • ' z \ \ �. AVIATOR STREET N N N 15 THIS WATER SERVICE CONNECTION.THE REDUCED o 0 o N N M O I SS I — 6 — — — — — 6 — — — — — — — —0 6 1 \ i �?g� ;• — PRESSURE BACKFLOW ASSEMBLY MUST BE APPROVED Q y 3 6 r I I \\ �- /` 9 15 =7LF 8"PVC_ — BY THE STATE OF IDAHO,DEPARTMENT OF WATER p N �° N U • I I I I I 9 \ A ss SS10 SS10 s QUALITY AND THE WATER DIVISION OF THE CITY OF of N I 055 MERIDIAN PUBLIC WORKS DEPARTMENT. �...•.. 5S� z Ss I I I I I II I 8 BLOCK 3 \\ `:' 16 15'• .••.. .• C, / r 22 PROPOSED 20'WIDE WATER SERVICE EASEMENT N 6 11 I 2 3 4 5 I I 6 I I � � /1p2�F a'Pv 15 5510 T ' •' ' • N Ld +� I -if 12 14 w w .• • ' :' ;..: NOTES �, IN N V o10e' '.. • ' I 0 O_ v O0 I I SSI I I I I L / $ GI 5510 i 1. SEE NOTES ON SHEET C0.1. O N • v _ BLOCK 1 - - - - - - - - :::: =. .. +12LF6"C900 / U I n N N Q o 21 — — — — — — — — — — — L — — — — — — :::•;::: - 2. THE CITY OF MERIDIAN REQUIRES THAT ALL o N N I I o . I / � w L — —I— — — — — — — — -I 3 •• .•:�' ;. :: ': : ' ' ' SS M WATER METERS AND WATERWORKS BRASS BE 0- I "t N w :_ • .:rf :: —0�— •� ss � .. •.' ':'''4 ' ._:.:r.:•:'=' I � ANSI/NSF 61 CERTIFIED. U w I I I Q � T �• •..•±68L PVC ss ��' • .x.. °., - _ .° • . :..,;, . •.a •: �: .a •. :." O 0 ® 40' 60F COVER O J O 2 O •'• !.. ...• U U U 2 -; ! •:• . : '" O R ALL OT ALL DHER WAO ER LIN SN WATER LNEED 4INES EOFD COVER. U 15 I \ ±60LF 8"PVC �i z w 16 15 ' •'"' • _42LF 8"Pvc BLOCK 4 w o' � o: o' o GI ...................................... 6 15 s 4 E 2 FEET BEHIND o w w ::................... .• :::::::::::::::::::::::. :::::. .;; 1 CENTER OF WATER METER TO B - o o.................................. :....::....... .............................::....... — o s . ; .................................. .............. ..................... ................. .......... ............. :........................................ ::::::......::::... cn cn w -.,-*.,.Y Y.tiw: .......................... GI 16 15 12 16 15 BACK OF SIDEWALK(TYPICAL.) cn cn cn cn O a a a a o --------- ±7LF 8"PVC X •• BO X X X X X X X X_ 7,OB ~ cn cn cn cn ~ Z M. ;:. ---- ----�1/-------------- -- 1p J ---- — ---- . : 3 x'-OB 5. CONSTRUCT, PRESSURE TEST, FLUSH AND J ------------ �+---- -- — Irk—.Ni----- --------------- ------- (V DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN Q Q Q Q Q Q X r A/---------------TF-----_— +27LF 8"PVC . GI `� 0 0 0 0 0 0 I - , —�— ____ / FUTURE CONNECTIONSUPPLEMENTAL • ' r'� WATERLINE EASEMENT FOR ACCORDANCE WITH APPLICABLE PORTIONS OF w � � w � w I ----------------" --— 11 •.� \ SECTION 400 OF THE MERIDIAN —� SPECIFICATIONS AND DRAWINGS. AVIATOR STREET 1 I 2 •' i / \ oz N � � Lo A 6. ALL WATER WORKS COMPONENTS SHALL BE •i: '', I ANSI/NSF 61 CERTIFIED,AND MUST MEET ALL END CONSTRUCTION. ROAD TO AWWA AND STANDARD REQUIREMENTS OF THE BE EXTENDED IN THE FUTURE I IDAHO RULES FOR PUBLIC DRINKING WATER SS\� L E,y� (BY OTHERS) I SYSTEMS(IDAPA 58.01.08). c C Jt 7. SECURE AND ANCHOR ALL TEES, PLUGS,CAPS, WATERLINE CROSSING UNDER GRAVITY WATERLINE EASEMENT FOR BENDS,AND OTHER LOCATIONS WHERE 4 3 FUTURE CONNECTION UNBALANCED FORCES EXIST BY SUITABLE 7 `1bb IRRIGATION SHALL BE CASED I PER CITY II THRUST BLOCKING IN ACCORDANCE WITH THE 7 Z' OF MERIDIAN STANDARD DRAWINGS;SW1, \�P �. SW2,W15-A,B ISPWC. /Ty A. OgCHN�\O� I I SHEET C8.0 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 — CD WATER PLAN.DWG 00 co OU x x 006 O oz Nm _Q • W J X _ X X X X X X X _� X X�X X X d 00 mm X X X X _ X X X � � 0 W X X X X X X X X X X X X X X X X X X X X X X O X X m x @) INSTALL NEW STREET LIGHT z STREET LIGHT TO BE TYPE 2 4 0 I — _ STREET LIGHT NUMBER TO BE#56117C — 0 15 30 60 90 �' '•' :j SCALE: 1" = 30' + W TOPEKA STREET . I I _ ss \ - — • —2 2 _/ m I / .� ° O ` BLOCK 1 1 23 I 2 - - / .' 18 2 5 ••' INSTALL NEW STREET LIGHT 4 .° W f r- — — � I BLOCK 1 I I STREET LIGHT TO BE TYPE 2 • . I ( _ / ' I STREET LIGHT NUMBER TO BE#56116C Q •;• I I I I Ir 24 :. 2 17 2 1 BLOCK 2 : : I I z I �■■� J . I KEYNOTES 1■■I LV I ••'• W LOS ALAMOS LN(PRIVATE) � 3 4 - m0 1 C 1. ALL STREET LIGHTING CONSTRUCTION SHALL BE DONE 22 I IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS I I I TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. V • 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BEco 4 15 I OPWNED PRIOR TO STARTING WORK. USE THE ONLINE d%: PORTAL AT I I INSTALL NEW STREET LIGHT I ! 1 a INSTALL NEW STREET LI •„ — — — — — — HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ co 4 I GHT i : '., ' STREET LIGHT TO BE TYPE 2 4 'd ''• °� � W I TO OPEN A PERMIT AND REQUEST INSPECTIONS. r STREET LIGHT NUMBER TO BE#56115C °' , STREET LIGHT TO BE TYPE 2 T+. 5 I I STREET LIGHT NUMBER TO BE#56118C ' 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE _ °• I I : .• 14 ,'. I a I I CONCRETE BASE REINFORCING, BEDDING,BACKFILL, • BLOCK 1 W a' AND FOR THE POLE AND ASSOCIATED WIRING. O H J N '.A ¢ >� 4. STREET LIGHT BASES SHALL BE LOCATED 10'MINIMUM I I I FROM TREES,5'MINIMUM FROM FIRE HYDRANTS AND 2' ZO p ••'• �. 1 r° I MINIMUM FROM WATER METERS. W • 21 :' — — — — — I 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX W Qm ° •' .v'4 6 �' y'• \ Z I LOCATIONS.ATTACH A REDLINED AS BUILT DRAWING OF H THIS PLAN SHEET TO THE STREET LIGHT ELECTRICAL ce � I I � \\ PERMIT,OR SUBMIT A HARD COPY TO THE MERIDIAN Vl : I I Q Z ,°• ' ° � PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING Q I I I \ \ \ FINAL INSPECTION. a 6. CONTACT THE CITY TRANSPORTATION AND UTILITY \ — \\ I COORDINATOR(208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED I I ''' I 4' ' a — LANE(PRIVATE) \\� METER PEDESTALS. W SANTA FE L , I o Q 7 8 9 10 11 12 •_ 20 KEYNOTES BLOCK 2 •' r: . ;' ':..' ' ' .' I DESIGNED JKS (Y] I z INSTALL NEW STREET LIGHT + ' . i O INSTALL ACHD R1-1 "STOP"SIGN. STREET LIGHT TO BE TYPE 2 O `a \� •�. ' ' I IL _ _ — O ~ ! ' 2 STREET LIGHT NUMBER TO BE#56120C \ \ �: '' • " I _ DRAWN JKS I I O INSTALL STREET NAME SIGN PER ACHD GUIDELINES. •� 3 3 i f ��\ ° 19 3 :• I I °• %• �� a• ' : BLOCK 1 d. ° : O INSTALL"NO PARKING"SIGN AS PER ACHD GUIDELINES. CHECKED KS • „ ,,•� i �, INSTALL NEW STREET LIGHT 4 >� ° / STREET LIGHT TO BE TYPE 2 + \ PROPOSED STREET LIGHT FIXTURE TO BE INSTALLED �•'�'' `�� �� \ ,� STREET LIGHT NUMBER TO BE#56119C 4t ,,. PER MERIDIAN APPROVED FIXTURE LIST APPROVED KS II I i W SANTA FE DRIVE • _ — �/ � ,• � \ .,•..,. ., : '•• <• 5 INSTALL 2'WIDE STOP BAR"WHITE".STOP BAR TO BE 7' �,e • ,t BEHIND CENTER OF PEDESTRIAN RAMP AND ALIGNS i O I I -fit I I — ... 2 ° \ ��O 3 <: .!•.' , 3 WITH STOP SIGN. f -° ' —. 3 N N M n . W O O N N N mm .' \ , / AVIATOR STREET N N "' N ' 9 \ '• �/•• / OI N I r7 BLOCK 1 INSTALL NEW STREET LIGHT \ 8 ',; \ 1 2 �,...•.' e / / / 3 T 3 z I I STREET LIGHT TO BE TYPE 2 7 •' 1 I STREET LIGHT NUMBER TO BE#56114C 4 5 6 N w 4 INSTALL NEW STREET LIGHT ,r• �e N I N W 1' BLOCK 3 STREET LIGHT TO BE TYPE 2 4 5 / . . ;• ;, •.• •. •:i N I I I STREET LIGHT NUMBER TO BE#56122C / •. Z Z O O 4 INSTALL NEW STREET LIGHT INSTALL NEW STREET LIGHT U) p N Q I ~ I I O STREET LIGHT TO BE TYPE 2 !'' I I 4 / / _ y I v n N N o STREET LIGHT TO BE TYPE 2 STREET LIGHT NUMBER TO BE#56113C I 1 2 `STREET LIGHT NUMBER TO BE#56121C •,., % / BLOCK 4 w N `i 1_ N O I I I Q • , ° . 4 °+ -- w O •� , I GI _ (n (n W O Q Q Q Q O Q ------------------- ' / • X X X X�1/--------------i -1P------------- � -------- • X. .• \ X X X xr OB LLI ---------v ------------- ---------' - GI------------- W Wcn Wcn Wcn Wcn W LL- Ld AVIATOR STREET I I •' ' 'i / \� c; N n � LO : : .. ..'.. \ I • L ENc EXISTING STREET LIGHT n V 1 43 � 3 EXISTING STREET I 1 LIGHT 'AFT OF /Ty A. SCHN�\O COMPASS CHARTER scxool I SHEET C9.0 EXISTING STREET DATE: MAY 2023 LIGHT BRONZE BOW PROJECT NO: 21009 C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJ ECTS\21 009\ACADDWG\SH EETS\CONST DRAW\21009 — CD INTERSECTIONS.DWG X� 00 coOU X 6 m OQ �—X X X -X—X—X X X X x X X W J \ X X X X X X X X X X X X X X X X O uj-i X X X X X X X x 0- OO X X X X X X X X _ x o0 00 0 W N I Z O — — x BLOCK 1 x — — — — I o x — — — — — o M p — — — — 0 15 30 60 90 d — — — _ SCALE: 1" = 30' A_ / — — °° M 12 9 I NOTES e : ___ _ ___ ___ / W TOPEKA STREET °. . 14 ±326LF 4"PVC S • — . — " — • A- 8 1. THE PRESSURE IRRIGATION SYSTEM FOR THIS SUBDIVISION WILL BE SERVED PI PI PI BY THE EXISTING IRRIGATION SYSTEM AND PUMP STATION LOCATED WITHIN I & AVIATION SUBDIVISION LOT 1 BLOCK 5.THE PUMP STATION WILL BE OWNED ss SS10 SS1 o 0 SS1 o S 10 ss 10 s10 SS10 7 7 14 14 PI AND MAINTAINED BY THE NAMPA MERIDIAN IRRIGATION DISTRICT(NMID). ss1 o ssl o ss1 o ss 14 14 12 _ 13 P ±106LF 4"PVC - - - - 2. PRESSURE IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ±66LF 4"PVC F - 173LF 4 PVC I ACCORDANCE WITH THE ISPWC SECTION 900 AND THE STANDARDS OF THE " g ±69L 4"PVC g � ° . ± { a Q' ` NAMPA MERIDIAN IRRIGATION DISTRICT IN WHICH AVIATION SUBDIVISION IS I / cl 4"PVC m I 7 r - - - - - - - - - � - - - - - - - \ BLOCK 1 LOCATED. d O \ 0 / i 13 7 i 1 1 7 1 H I \ . d 23 3. SECURE AND ANCHOR ALL TEE,CAPS, BENDS,AND OTHER LOCATIONS I 2 / I 1 11 BLOCK 2 14 14 7 1 ? _ _ 25 I WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN ±93LF 4"PVC QN // BLOCK 1 1 ACCORDANCE WITH THE ISPWC REQUIREMENTS. 24 / // I 4. THE CONTRACTOR SHALL BLOW-OFF EACH PRESSURE IRRIGATION SERVICE 1 1 a WITH CITY INSPECTOR PRESENT PRIOR TO ACCEPTANCE OF THE IRRIGATION U, ° I d . / SYSTEM. / ° I 2 141 1 ] I I O I I i / // 5. PRESSURE IRRIGATION MAINLINES SHALL HAVE 36"MINIMUM AND 48" 14 MAXIMUM COVER UNDER ROADWAYS. d — — — I 1 Z 13 I // I 6. PRESSURE IRRIGATION TRACER WIRE SHALL BE INSTALLED OVER MAINLINE. / � - - - - - - �1 I 14 � W / O Z 1 I I 1 3 I 1 a W W / 7. PRESSURE IRRIGATION FINDER TAPE SHALL BE INSTALLED OVER MAINLINE. Q m g 1 1 14 16 1 1 W LOS ALAMOS LN(PRIVATE) — — — �/� j V1 O I I 1 I 1 I I ss SS8 SS8 8. SUPPLEMENTAL IRRIGATION SERVICE NOTES a 14 +183LF 4"PVC SS8 -SS8- -SS8 SS8 ss a ° 22 14 1 1 ° - I - - 8.1. INSTALL SINGLE 4"IRRIGATION WATER SERVICE FOR BACKUP WATER 1 1 1J4 - SUPPLY. IRRIGATION WATER SERVICE SHALL HAVE 4"WATER METER Z II 14 1 1 4 1 - 1 I I (PROVIDED BY THE CITY)AS PER CITY OF MERIDIAN STANDARD O �O I co I I 1 5 I ° 1 ±287LF 4"PVC DRAWING W5 AS WELL AS A CITY APPROVED BACKFLOW PREVENTION I 14 PIPING SHALL BE ALLOWED FOR THIS WATER DEVICE. NO BYPASS II I I 14 - - - - ° M ° SERVICE CONNECTION da. 1 1 1 I a° , � Q 14 1 d 1 1 1 I I d W 8.1. IRRIGATION CONTRACTOR TO PROVIDE SUPPLEMENTAL"SHOULDER I4 1 I E� a. SEASON"APPLICABLE POTABLE WATER CONNECTION APPLICATION TO I 1 1 I 5 1 141 14 1 I 14 I THE CITY THAT INCLUDES A BACKFLOW PREVENTION DEVICE.SUCH 1 1 - - - APPLICATION AND SUBSEQUENT INSTALLATION SHALL COMPLY WITH Y• rot L - - - - 14 1 10 BLOCK 1 a ° THE FOLLOWING MINIMUM REQUIREMENTS: I I I I_ - - - - - - - - - ,� w - - 14 1 I I ¢ 8.2. SIZING:THE DEVELOPER HAS PROVIDED A 4"DESIGNATED W 1 1 °:`a 14 12 ,� I 14 SUPPLEMENTAL IRRIGATION SERVICE CONNECTION FROM THE F- I I 1 a 1 ° ss 121 POTABLE WATER SYSTEM.THE SERVICE SHALL NOT BE AVAILABLE O ° ° 13 - - - - - - FOR CONNECTION OR SERVICE USAGE UNTIL AN ACCEPTABLE m �1 ° °. a`° \ 14 I PRESSURE IRRIGATION SYSTEM APPLICATION FOR SERVICE IS I I COMPLETED BY THE IRRIGATION CONTRACTOR. O0 14 I Z PVC ±97LF 4"PVC 7 d p \\ 8.3. LOCATION: BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED AT W THE METER,AT THE PROPERTY LINE OF THE PREMISES WHEN METERS I I 1 I PI PI PI ro \ \ ARE NOT USED,OR AT A LOCATION APPROVED BY THE CITY.THE > a 1 'o ±70LF DEVICE SHALL BE LOCATED SO AS TO BE READILY ACCESSIBLE FOR I _ \ MAINTENANCE AND TESTING,AND FURTHERMORE,WHERE NO PART44 co, 8 — 14 — — — 14 — — 14 — 12 — 14 — — 14 — — 14 . 14 1 01 1- r - o \\ I OF THE DEVICE WILL BE SUBMERGED. p w s E j ANE(PRIVATE) 1 \\\ I 8.4. INSTALLATION SUPERVISED: BACKFLOW PREVENTION DEVICES d \ REQUIRED SHALL BE INSTALLED UNDER THE SUPERVISION OF AND L - - - - - - - - - - - I I I I o \ { I I I I I Id \1 w a \ m ±314LF 4"PVC I 1 1 1 1 { \ ° � WITH THE APPROVAL OF THE CITY. O - - - - - - - - - - � ¢ 85 13 14 1 w 1 ] 8 9 1 o I I 1 1 12 I 1 \ {a ° DEVICE MODEL APPROVED:ANY PROTECTIVE DEVICE SHALL BE _ I 1 BLOCK 2 I I \ as 13 ° ° 20 I DOUBLE CHECK VALVE ASSEMBLY OR A REDUCED PRESSURE m U I { 1 PRINCIPLE BACKFLOW PREVENTION DEVICE THAT HAS SUCCESSFULLY O a I 1 a 1 I I 1 I \ s a I { _ I �_ PASSED PERFORMANCE TESTS OF THE STATE OF IDAHO OR OTHER ~ I 1 Q ° I I I L / ` ° - TESTING LABORATORIES SATISFACTORY TO THE STATE OF IDAHO. 14 7 - J L - _ I — d 19 DESIGNED JKS 8 DRAWN JKS ±51LF 4"PVC 4 ` KEYNOTES \ BLOCK 1 p1 d CHECKED KS 1 W W W _ ss d �O 14 13 _ _ osg 't • \ ° 1 EXISTING NAMPA MERIDIAN PUMP HOUSE LOT. W SANTA FE DRIVE ss SS8 SS8 SS8 SS8 SS8 ss ice._ d yL 14 CONCONTRACTOR TO RETAIN AND PROTECT THROUGHOUT O APPROVED KS N. — 1 - ° ° EXISTING PRESSURE IRRIGATION MAIN.CONTRACTOR S G SSU o 14 i O TO RETAIN AND PROTECT THROUGHOUT 14 17 C m \ _16LF 4"PVC �. AVIATOR STREET 0 1 °` � 7 _ � � � \a \ \ CONSTRUCTION. - O EXISTING PRESSURE IRRIGATION FOR HENSLEY 1 1 1 1 1 9 \ \ ° ss SS10 SS10 s STATION SUBDIVISION.CONTRACTOR TO RETAIN AND 14 I ° I 1 I 1 I 8 \ a \ S000 \ PROTECT THROUGHOUT CONSTRUCTION. N S S N N N I 1 I 1 I 1 I 1 ] { { 7 7 T O EXISTING PRESSURE IRRIGATION FOR COMPASS p N cD I N - 1 1 I 2 3 4 5 1 1 6 { { SS 0 T CHARTER SCHOOL.CONTRACTOR TO RETAIN AND of N M cD 1 ° / °. a PROTECT THROUGHOUT CONSTRUCTION. ±183LF 4"PVC 1 14 / a 1 BLOCK 3 I 1 { 11 \ 13 1 15 I 16 I ±9LF 4"PVC 1 1 { / so SS O HOT TAP EXISTING PRESSURE IRRIGATION WITH A 4' N ENSURE°VALVES ARE I 11 / o \ m 14 LOCATED BEHIND SIDEWALK ±13LF 4"PVC 14 1 1 14 1 14 / GI ° a ° TAPPING SADDLE.CONTRACTOR TO VERIFY SIZE AND N w I 1 ±142LF 4"PVC 1 I II Of 1 14 1 1 14 J — i 13 So10 / 1 - I LOCATION OF THE EXISTING PRESSURE IRRIGATION. N a 111 LF 4"PVC 14 14 — :; :;: :• V) w L - - - - - - m . .. . N 1 BLOCK 1 I I 1 13 1LF 4' PV 7 — — — — — — 11 ':'•..; oS o BLOCK 4 6 4x4 TEE(MJxFLG) z °) O PI 0 14 IR a . 9 a ss �_ O Q U INSTALL -4 GATE VALVE(FLGxMJ)WITH CONCRETE � Q ° d 1 R �� / O COLLAR. W r, N N o ° GI ® N ° 17 Qf w ,... 10 rn � 7 00 ° 7 � R I w N ° d ° d I I I 3 7 GI ° ±12 i , 90 ELBOW(MJxMJ) w Q 6 7 GI LF 4"PVC \ ® O N �I N I ................... ................:::. d .. .. .... . ...:..... .......... ............ ... H ........ ...:::::. - - Ld 45 ELBOW(MJxMJ) < ° J x X x x x X X x x X O o o 0 0 _ m X X M .$/ ---------- EXISTING PIPE TO X X_ 22.5 ELBOW(MJxMJ) B \ g TOB 10 � c� ¢ a a Z X WD_ ---- ----w--------------` --- BE REMOVED--�- ---- - ---------------- ° ` TQ w w w w w o Jul-- �1;---------- -- -------------- GI & O X J1/---------------TF�=====r --' 11.25° ELBOW(MJxMJ) cn cn w --- — — 1 -- --------- AVIATOR STREET 4 --- -+--- °. �\ 12 4x4 TEE(FLGxFLG) ~ N N N 0 ~ Z EXISTING PIPE TO SLEEVE EXISTING PIPE 13 BE REMOVED I x / / I a Q Q Q Q a 0 0 0 0 0 0 � °.. . EXISTING PIPE TO 13 INSTALL IRRIGATION SLEEVE; PLACE SLEEVE AT A D D D w BE REMOVED CONNECT TO EXISTING SYSTEM AND I O CONTRACTOR TO FIELD VERIFY EXISTING PIPE LOCATION.CONNECT TO RE-ROUTE ACROSS AVIATOR STREET MAXIMUM DEPTH OF TWO-AND ONE-HALF(2-1/2)FEET EXISTING PIPE AND AVOID CONFLICT WITH GRAVITY MANHOLE x I AND IN H AWWA C-900 PIPE SLEEVE WITH LOCATOR o - N r7 u-) c� WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD 7 SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING ENSURE VALVE IS LOCATED BEHIND SIDEWALK n I I 14 INSTALL 1"PRESSURE IRRIGATION SERVICE AND VALVE r 1 BOX. 15 INSTALL 6"IRRIGATION SLEEVE FOR FUTURE 1 CONNECTION TO FUTURE DEVELOPMENT. I 16 SUPPLEMENTAL IRRIGATION SERVICE AS PER CITY OF 1 MERIDIAN STANDARD DRAWING W5.SEE NOTE 8 THIS SHEET.SEE STD#5 DETAIL ON SHEET C10.2 17 4x4x4x4 CROSS(MJxFLG) SHEET C10.0 DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 — CD WATER PLAN.DWG CN C)N 00 co OU a0 x 0 O oz NOTES: 1. ELEVATIONS ARE SHOWN AS APPROXIMATE ONLY.THE CONTRACTOR SHALL VERIFY ALL SPECIAL NOTE TO CONTRACTOR: AVIATOR STREET o_ 00 ELEVATIONS PRIOR TO START OF WORK. IF ELEVATIONS ARE DIFFERENT THAN WHAT IS SHOWN0 THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD PRIOR TO STARTING ANY WORK. 0 15 30 60 90 m m W 1. NO CONSTRUCTION SHALL COMMENCE ON THE "BPS FRANKLIN ROAD LLC" PROPERTY N WITHOUT THE EXPRESSED WRITTEN CONSENT FROM BOTH THE OWNER OF "AVIATION M p SUBDIVISION"AND OWNERS OF THE "BPS FRANKLIN ROAD LLC" LAND. THE CONTRACTOR SCALE: 1" = 30' W co m SHALL HAVE A COPY OF THE WRITTEN CONSENT ON SITE AT ALL TIMES. @) z O 12-00 13 4 11 12 20 BLOCK 2 cn \ 19 BLOCK 1 P� •.. ... . . .' '. •.:' •• I W SANTA FE DRIVE — — d OHO \ ._ d ..•... . , a. O I .d \ °tA '.:' AVIATOR STREET 00 X. a• 9 —44 \ BLOCK 3 g \ O I O PROPOSED NEW GRAVITY IRR MH - 9 L=67' ,• •a I • ..4•.• •:� IRRIGATION MAIN STA=14+93.52 • • ' ;,..:. ' I C-900 IRR MH - 6 L=104'/ .a O , . 1• m L=135' L=66' STA=11+96.30 L=112' �... : D=12" O EXISTING TRASH RACK S=0.10% O S=0.10% S=0.10% S=0.10% O PIPE ANGLE=22°I :: EXISTING GRAVITY SDR-3! — SDR-35 TO BE REMOVED D=12" BLOCK 1 C-900 SDR-35 IRRIGATION PIPE TO BE D=12" / D=12' D=12 REMOVED - :: : BLOCK 4 !i •!, ... •' U P . :•. .. . ... . . a u, . 1 — - _- ®I �' ---- CSC O O O U P UP J P-------------------- --- rn :: :. v 8, a ......... ' ------ ---C-900 ' M•.Y'ri•':• O O TpB� 0 ",T. . : O _ IRR MH 6 - 61; O Tpe O ----- IRR MH - 8 •;. • = 1% TA= +4 8 v -- ------ � N (A __ STA_=13+94.92 / / C-900 O PROPOSED NEW O — ————————— --- --�--- � O O PROPOSED NEW O D=12" L=140' �.y GRAVITY IRRIGATION AVIATOR STREET O O I i MAIN GRAVITY IRRIGATION ti• L S=1.22% MAIN I IRR MH - 10 SDR-35 O IRR MH - 5 I , STA=15+60.76 D=12" STA=11+30.35— IRR INLET - H (EXIST) GIRR MH 4 PROPOSED NEW GRAVITY STA=17+53.56 a STA=9+95.07 IRRIGATION MAIN IRR MH - 7 STA=13+08.59 a Primary Owner: Primary Owner: BPS FRANKLIN ROAD LLC BPS FRANKLIN ROAD LLC EXISTING GRAVITY AND PRESSURE IRRIGATION PLAN VIEW DESIGNED JKS DRAWN JKS CHECKED KS APPROVED KS U) cl) X 04 ^^Z W W 3 .. REMOVE EXISTING TRASH W N o o N N N Ld o v N O .. M ^ 3 .. RACK AND EXISTING PIPE .-. Q I I rn l �r M H O ►`- LLI M OrN NOS r M � O `� � vM -�3 fi .. z 9 ^3 O N N I� M - 0_O P') CV �0 00 M In co C6 00 n Lo M O 0 M ►� f•) L 9 W O W O v O 0_uj � � � N � N I O � � N � 01M cp000 � rM O �M O r r7 - in O Z rn Cn L I + L N + N r 00 00 � co cr,to co O + NNN N � =� N 0 � � Cy 0041� � � p`�Np � �j OrMr � � to rn -H ~ _ � z Z) PROPOSED FINISHED I + N I N � 1* —o ri Ki � ^ ,* � N H � Z — O M N I + 0) ., N N W x a j j rr� j Oj rr a j j GRADE PROFILE =� -I � =C N N H 0 ,4 N I + Lo � N I C, IOf WH — Z Z �N � Z Z O Z O I + � N u) N H 2P• H N H Z {I N P• N PROPOSED FINISHED 2550 — CONTRACTOR Q = -H Z O I N � zz z —cnR — — +I z > 0!Q � j j_ O � N 2� O N (n GRADE PROFILE N Z Z 0_ j j Z p Q .. (n 0) 0_ TO REMOVE to 22 z z L=104 Q .. O g j j x H z z APPROX. EXISTING z O cD EXISTING PIPE S=0.10% > > N ? ? —N — — GROUND PROFILE Q Q o -- - - - - - — - - - SDR-35 EV) ? o N 8 — — — — - - -- -- - - L=66' - - - - - - - - - - D=12" - - — — — — — — — — — — — — _ v o - - - Ld OS=0.10% — — — — — ^ D' L=81' C-900 APPROX. EXISTING 10% D=12" GROUND PROFILE S=0. SDR-35 — — — — 2545 D=12" � � Qaa = L=140' w Ld W Ld L o w w w w S=1.22% N o 0 0 o N w SDR-35 O a a a a 0 Q L=67' L=85' D=12" IRR INLET-H ~ N 0 N (n ~ Z L=112' S=0.10% S=1.1 % INVERT=2546.38'(W) Q Q Q Q Q Q J EXISTING 30"IRRIGATION S=0.10% Ll LL- C-900 MANHOLE AND 12"PIPE. SDR-35 D=12" D=12" D=12" > > > > > > w 2540 L=135' S=0.10% O N n Un c0 SDR-35 D=12" APPROX. EXISTING PROPOSED FINISHED GROUND ELEVATION GROUND ELVATION S �� ENc 10 2535 .. .. _ .. .. .. .. .. .. .. .. .. .. .. .. .. 00 00 M 00 00 I- in O Cn N I- N M 00 O c0 I- 00 to co I- n q q O O It M c0 O q 00 M O 00 00 It 7 O q 7 O N M q q M 00 ' 3 ^ 00 CO 00 00 00 00 00 00 00 00 r- 00 n CO r- r- c0 rl c0 rl c0 Il n n n c0 r- n c0 ^ ^ cb - -- -- ?3 — N v N v N v N v N v N v N v N v N v N .N.i N v N v N v .N.i .N.i ��`� l OF SOP O�Q' 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 Ty A. SCHN�\ EXISTING GRAVITY AND PRESSURE IRRIGATION PROFILE SHEET C10.1 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJ ECTS\21 009\ACADDWG\SH EETS\CONST DRAW\21009 - CD GRAV IRR PLAN.DWG 00 co 0 a0 x 0 0 oz m _Q • W J O c/) 0- 00 m m W N Z 0 m z W0 0 LEGEND NOTES 1O MAIN SIZE MJ x 4" FLG TEE, OR 1. SEE STANDARD DRAWING W6 FOR METER SETTER STAINLESS STEEL TAPPING SADDLE CL OF METER VAULT ELEVATION AND DRAWING W1 FOR FITTINGS. 5'-0" 16 5'-0" VARIES NOTES O2 THRUST BLOCK 2'-0" (f6") 2. LOCATE VAULT ON NORTH OR EAST SIDE OF PROPERTY O3 4" FLG x MJ GATE VALVE w/ VALVE 1. SEE STANDARD DRAWING W6 FOR METER SETTER LINE (P/L). BOX PER DRAWING W11 ELEVATION AND DRAWING W1 FOR FITTINGS. OF METER VAULT 1 3. ONLY FOR BUILDING LOTS WITH A 3—FOOT SIDE YARD 11 6 12 O 8 1 ® 4" FLG TEE 2. LOCATE VAULT ON NORTH OR EAST SIDE OF PROPERTY SET BACK, THE WATER METER SHALL CENTERED 12"-24" 2 2'-0" (f6") LINE (P/L). 3. ONLY FOR BUILDING LOTS WITH A 3—FOOT SIDE YARD 4 10' N/E 10 FROM THE SIDE YARD PROPERTY LINE. O 9 10 ® O5 4" MJ 90' BEND 8 S/W - - O2 © 4" METER PROVIDED & INSTALLED BY CITY " I 1 SET BACK, THE WATER METER SHALL BE CENTERED DEPTH OFCTIO 12"-24" FROM THE SIDE YARD PROPERTY LINE. 3 LINE 42" 04" FLANGE COUPLING ADAPTER WITH 6" NOTCH VAULT OVER 4 4A O3 A OF ADJUSTMENT1 SERVICE LINE 2 3/4" g ® C-900 PIPE j SIDENCE 9O 4" FLG GATE VALVE w/ VALVE BOX W 8 1 FITS A8 PER DRAWING W11 1" - NOTCH VAULT OVER CL OF METER VAULT I f2ANGE I 10 4" FLG x MJ ADAPTOR N SERVICE LINE 11 D.I.P. FLG x PE - - - - PLAN 5'-0" MIN. 12 D.I.P. FLG x FLG SPOOLrl O W 13 SUPPORT STAND W/ S.S. ANCHOR BOLTS TO RESIDENCE J 2 5 8 5 14 4" FLG x FLG x MJ TEE wY W w 15 FOR INSTALLATION OUTSIDE TRAFFIC 5 Q, o AREAS; USE APPROVED HATCH DOOR AND O � 4 2 3 4 � U_ 3 i o FRAME < w o N O BYPASS PIPPING NOT ALLOWED 2 FOR INSTALLATION IN TRAFFIC AREAS; > w CD g o FOR PRESSURE IRRIGATION METER USE COVERS PER ISPWC SD402 0 0 4 v INSTALLATIONS. 16 5'-6"L x 3'-6"W, INSIDE, PRECAST cn 1"-3" ABOVE Q FINISH GRADE CONCRETE VAULT W/ HS-20 LOADING 0 - - - - - P/L 15 RATED LID z SLOPE AWAY FROM c � 17 12" DIAMETER x 2" DEEP SUMP, DO NOT PROPERTY PIN LID (TYPICAL) PLACE UNDER PIPING - - - - - P/L N USE DEFLECTION 8 FITTINGS TO SINGLE WATER METER BRANC H F E WATER METER FITTING AND LOCATION 0 ACHIEVE J TO RESIDENCE REQUIRED DEPTH 4,-2„t W PROPERTY PIN\- -NTS- LEGEND -NTS- 5 ce 1� METER VAULT NOTCH FOR SERVICE LINES. Z BRA CH TING 1" X LEGEND 03 33/4N BALL ITVALVE (X2) /4 _ _ l NOTES / O 1� METER VAULT; NOTCH FOR SERVICE LINE(S). ® METER SETTER 1. LOCATING WIRE TO BE INSTALLED FROM ui BALL VALVE OS SERVICE MARKER, 2 x 4 OR 3" DIAMETER WOODEN POLE MANHOLE STEPS, 12" MAX. MAIN TO VAULT ALONG METERED LINE AND PAINTED FLUORESCENT BLUE. DISTANCE TO TOP OF LID BYPASS. WIRE ALONG BYPASS TO ENTER Q) METER SETTER (DO NOT PLACE ON SAME VAULT FROM REAR. (2!) SERVICE LINE © 1"b SERVICE LINE 1 13 SIDE AS HATCH HINGE) a PLUG REVISED DUNE 2019 LOCATING WIRE WITH BLUE INSULATION. REVISED DUNE 2019 SECTION A-A co © SERVICE MARKER, 2 X 4 OR 3" DIAMETER CITY OF MERIDIAN STANDARD DRAWING NO. ® PLUG CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. WOODEN POLE PAINTED FLUORESCENT BLUE. SUPPLEMENTAL 3/4" AND 1" SINGLE SUPPLEMENTAL 3/4" DOUBLE SUPPLEMENTAL 4" WATER SPECIFICATIONS //�\ �/�/ SPECIFICATIONS //�\�/l� SPECIFICATIONS TO THE IDAHO STANDARDS FOR WATER SERVICE CONNECTION V \� L TO THE IDAHO STANDARDS FOR WATER SERVICE CONNECTION V \/ J TO THE IDAHO STANDARDS FOR SERVICE CONNECTION W5 Lu PUBLIC WORKS CONSTRUCTION Y PUBLIC WORKS CONSTRUCTION Y I PUBLIC WORKS CONSTRUCTION STORZ CONNECTION J o_ DESIGNED JKS FIRE HYDRANT LOCATE STATION, SEE SEE SEC. 403 SEE DRAWING G5 DR 91NG FACE OF DRAWN JKS SIDEWALK HYDRANT FINISH GRADE --,, 6"-14" FROM BACK OF SIDEWALK CHECKED KS BURY LINE REFER TO DRAWING FINISH GRADE OR 24"-28" FROM BACK OF CURB W11 FOR SEPARATED SIDEWALK APPROVED KS 3"-6" 3 LOCATING 3/4" TO 1" CLEAN WIRE DRAIN ROCK EXTENDS GROUNDING 12" HORIZONTALLY WIRE x FROM EACH SIDE OF FILTER Q PROVIDE 1" PICK HOLE IN LID 6" VALVE � CONC. BASE AND W W MJ x FLANGE MAGNESIUM FABRIC THRUST BLOCK AND FINISHED SEE STD. DWG. HI11 WATER N N n VERTICALLY TO 2" GRADE FOR VALVE BOX AND MANHOLE 12" X 6' CONCRETE COLLAR WITH (2) #4 REBAR HOOPS p N CV M M "M"x 6" TEE GROUNDING 1 FIRE HYDRANT INSTALLED LID INSTALLATION LID & RING OR FIBRILATED CONCRETE. w N o o N N N ABOVE HYDRANT (MJ x MJ x FLANGE) ANODE ° ° CO DRAIN HOLE NO WATER SERVICE —� a L 10N I I °' WITH THRUST BLOCK •✓°° •'° ° ,° I N N N I I 1 o oor°oi ✓s°j°ro°00%sf o0o i o° de � a .d . Q CONNECTOR 6" DIA. r°,8, i °8;° °°°° o °°° d a• • ;. N I M PIPE oBoo°1d%oi° °%i°%000°° oo ° O00 4 • e d rror°00000°oro a oo°o o r• e 'a a •a' e d N F Z 4 OR 6 GRADE RING 7 DRAIN J N L KEEP CLEAR o N eLSr 24"-30„ rrrr ° o CONNECT LOCATING N NWIR w I r I 1444 I+H 1 a-H 1 11 la-H I+H l-1 FROM P/L TO REEWITH WIRE NUT 5 6 Z O & GROUNDING 0) CAST IN PLACE CONC. CENTER OF O Q THRUST BLOCK METER VAULT - O N M a I VALVE SUPPORT ALL MIJ CONNECTIONS w/ PROPERTY LINE SOLID PRECAST JOINT RESTRAINT FITTINGS Ld N o (4 CF OF THRUST yWM LOCATING WIRE,— � 1 n N N rn CONCRETE BLOCK BLOCK REQUIRED) (UNROLLED, TO O' w N 1 I o 1' X 1' X 2" THICK SOLID PRECAST CONCRETE BLOCK (SEE NOTE N0. 5) EXTEND 2' ABOVE 1 N j N GROUND) w N I I I Q LL- 1' x1' x2" THICK U P - r7 2 - SOLID PRECAST LLJ CONCRETE BLOCKS 6"-14" FROM BACK OF SIDEWALK O_ 6" x 6" x 24" WIDE OR 24"-28" FROM BACK OF CURB N WATER e 1 � J U U U FOR SEPARATED SIDEWALK PIPEIJNE _ 0 ¢ a a c� NOTES 4 9 w Ld � Ld L O Ld w w w w 0' V) V) w 1. JOINT RESTRAINTS TO BE USED AT ALL TEES AND FITTINGS FROM MAIN TO HYDRANT. _ N (n N cn � f''^ '•%'�,1i'r�.;>:r 'C t7 T� O Q Q Q Q O Z _ :yf i.:11�h,�..�.,.{5...:Jx�.'.<•SS+i.r a��*� a ~ (n N !n (n ~ 2. ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHOWN ON THIS DETAIL. APPROX. 6" DEEP w w w w w w w 3. PLACE LOCATING WIRE TO LOCATOR STATION. TAPE TO TOP OF PIPE EVERY 10' MAX. SPACING. SEE STANDARD DRAWING G-5 3AG ELATEWASHE 0 0 0 0 0 0 FOR PLAN VIEW DETAILS. VALVE SUPPORT 3 AGGREGATE W W SOLID PRECAST w w w 1 CONCRETE BLOCK PRE-CAST CONCRETE LEGEND 0 0 0 0 0 w 4. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. 1' X 1' X 2" THICK 2 1/2" GRADE RING MAIN SIZE MJ 1 TA PLUG W/ 2" IRON PIPE THREAD OUTLET FIRE HYDRANT & WATER SERVICE TO SUPPORT VAULT .TAPPED O O � N � 5. ALL FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' RADIUS FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS, INSTALLED - SAME LOT MAGNES OO 3' x 2" GALVANIZED THREADED NIPPLE r7 � c0 SEE DRAWING W9. GROUNDIIUM NG 03 MAIN SIZE GATE VALVE (MJ) 4 6. HYDRANTS WILL BE INSTALLED TO GRADE TO MANUFACTURES DESIGNATED BURY LINE ON HYDRANT. ANODE 2" GALVANIZED -- 90' THREADED ELBOW Q5 �O E,y 7. HYDRANTS SHALL NOT BE PLACED WITHIN 10 FEET OF DRAINAGE SWALES. NOTES 2" GALVANIZED PIPE � GENERAL NOTES 1. JOINT RESTRAINTS TO BE PROVIDEDON LAST 6 30"0 CMP OR 30"0 TRAFFIC RELATED HDPE METER VAULT Dec C SF '1'F 8. HYDRANTS TO BE INSTALLED LEVEL & PLUMB. THREE S11CKS OF PIPE, AND VALVE. Q7 2" THREADED FIP x ALUM. KAM-LOC QUICK COUPLING MALE 1. SEE CITY OF MERIDIAN STANDARD DRAWING W6 FOR ELEVATION SET OF METER VAULTS. 2. REPLACE ALL 2" PARTS WITH 4' PARTS TO MAKE ADAPTOR (NO CAP) 9. INSTALL GROUNDING ANODE AT MINIMUM 24 INCH DEPTH. 2. HYDRANTS SHALL NOT BE INSTALLED WITHIN 10 FEET OF DRAINAGE SWALES. 4' ASSEMBLY. ® JOINT RESTRAINT 9 10. ALL FIRE HYDRANTS SHALL HAVE STORZ CONNECTION; EITHER BUILT IN OR APPROVED ADAPTOR MAY BE USED. 3. FIRE HYDRANTS AND WATER METER VAULTS SHALL HAVE A MINIMUM OF 5' RADIUS GROUNDING WIRE� 7 � 3 CLEARING FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS INCLUDING REVISED MARCH2O22 -2 7 FENCES. CITY SUPPLEMEN MERIDIAN TAL STANDARD DRAWING NO. F/ OF REVISED JUNE 2018 Q� 2" or 4" BLOWOFF ASSEMBLY Ty SPECIFICATIONS A. SCHN�\WITH GATE VALVE W13 CITY OF MERIDIAN STANDARD DRAWING NO. REVISED DEC 2017 TO THE IDAHO STANDARDS FOR SUPPLEMENTAL PUBLIC WORKS CONSTRUCTION SPECIFICATIONS FIRE HYDRANT DETAIL w CITY OF MERIDIAN STANDARD DRAWING NO. TO THEIDAHOSTANDARDSFOR jv� SUPPLEMENTAL WATER SERVICE / SHEET C10.2 PUBLIC WORKS CONSTRUCTION SPECIFICATIONS TO THE IDAHO STANDARDS FOR FIRE HYDRANT LOCATIONW9 PUBLIC WORKS CONSTRUCTION DATE: MAY 2023 BRONZE BOW 21009 PROJECT NO: C:\USERS\JADON\BRONZE BOW DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJECTS\21009\ACADDWG\SHEETS\CONST DRAW\21009 — CD WATER PLAN.DWG