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HomeMy WebLinkAboutCC -Civil Plans z 0 O � C) r� of S BDIVIS10 L�O `vO y6o O0 w KnowCall beforel you di. N N08 C) < 14- 0 . >- 0 ) ' 04 �`" W Y 9 w CALL 2 BUSINESS DAYS IN o NY. ADVANCE BEFORE YOU DIG, di GRADE, OR EXCAVATE FOR THE Q MARKING OF UNDERGROUND ~o MEMBER UTILITIESMERIDIAN IDAHO Z W. CHINDEN SL VD. ----- z ---------------- W -F u z z ' o THE OAKS ! a z NORTH -u t--� _-- -- ! W ° I-1Tr'-' �I Ali -1 I PHASE 8 -1 � � � L I I _ -L I I I I I z LU � ILLILIILU Lu-i1LL1LIJ I I I �- �Y _ JUMP CREEK ! N N a L f�IT -17TTI7TFI CTT-nTT'�TrT-I r/! ��� I ��� SUBDIWSIONNO. 3 Cc:�] IH+H-i+H-+i-H �H�+H I -� �{ L -� I . a cn co I rL� --4 LJ1LJ1LIJlU J1LJ � --A ! Q �T T rT � z� L e o 2 �IJ-LLI-)L -LLI-L I I Z w p Lj-i-i B D O 3 JUMP CREEK ! a T T T I SUBDIWSION NO. 2 I O -� �ILI ! 0 z M � ! BM #1 TTTT I Iv I � � IFe H64-111 L v � W SHEET INDEX V z W I 3 ! m SHEET NO. REF. NO. SHEET TITLE V nn � t9 I I II z � ! 1 C1.1 COVER SHEET W 2 C1.2 GENERAL NOTES I ! 3 C1.3 EXISTING CONDITIONS AND SITE DEMOLITION PLAN Q I � I I 4 C2.1 OVERALL GRADING PLAN ----------___= 1 I 5 C3.1 STREET PLAN AND PROFILE - W BURNT SAGE DR II i ! 6 C3.2 STREET PLAN AND PROFILE - W BURNT SAGE DR II I ! 7 C3.3 STREET PLAN AND PROFILE - W COPPERSTONE DR II I 8 C3.4 STREET PLAN AND PROFILE - W COPPERSTONE DR & N COPPERSTONE CT 9 C3.5 STREET PLAN AND PROFILE - N BRASS COIN WAY W. McMILLAN ROAD -� 10 C3.6 STREET PLAN AND PROFILE - N RUSTIC OAK WAY BM #2 11 C3.7 STREET PLAN AND PROFILE - N MALLORCA WAY, W PEWTER POINT DR, & N LORNWOOD AVE z 0 12 C3.8 DRAINAGE DETAILS a- Of VICINITY MAP 13 C3.9 DRAINAGE DETAILS AND ROAD SECTIONS 0 SCALE: 1"=500' 14 C4.1 OVERALL UTILITY PLAN LOCATED IN S 1/2 OF SECTION 28 TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. 15 C4.2 SEWER AND WATER PLAN AND PROFILE - W BURNT SAGE DR MERIDIAN, ADA COUNTY, IDAHO J 16 C4.3 SEWER AND WATER PLAN AND PROFILE - W BURNT SAGE DR Q 17 C4.4 SEWER AND WATER PLAN AND PROFILE - W COPPERSTONE DR & N COPPERSTONE CT m D 18 C4.5 SEWER AND WATER PLAN AND PROFILE - N BRASS COIN WAY N SEWER AND WATER PLAN AND PROFILE - N MALLORCA WAY, W PEWTER POINT DR, & N 0 19 C4.6 z LORNWOOD AVE w c� Q 20 C4.7 SEWER AND WATER PLAN AND PROFILE - N RUSTIC OAK WAY 0 N 21 C5.1 PRESSURE IRRIGATION PLAN N w O 22 C6.1 STREET LIGHTING PLAN o 0 O N 23 C7.1 STREET SIGNAGE AND STRIPING PLAN co Q N 24 C8.1 GRAVITY IRRIGATION PLAN & PROFILE 01 ABBREVIATIONS LEGEND SURVEY CONTROL SEWER & WATER E MAJOR --- HORIZONTAL DATUM: NAD 83 (ADJUSTED TO THE ADA CITY OF MERIDIAN Q CB CATCH BASIN p a EXISTING CONTOURS COUNTY H.A.R.N. SURVEY) 33 EAST BROADWAY AVENUE - L CL CENTER LINE MINOR ------ VERTICAL DATUM: NAD 88 MERIDIAN, IDAHO 83642 �1- EG EXISTING GROUND MAJOR PHONE: (208) 887-2211 0 MINOR FG FINISH GRADE PROPOSED CONTOURS BM 1 z o ELEVATION = 2529.26 N: 724506.8 GB GRADE BREAK Q 0 5/8" REBAR PLS7729 E: 2433987.9 DEVELOPER 0 GWE GROUND WATER ELEVATION +2532.35 FG ELEVATION TOLL SOUTHWEST LLC • w IRR IRRIGATION BM 2 ADAM CAPELL �/ PROPOSED 8" WATER MAIN Q:f O p IDAHO STANDARDS FOR PUBLIC ELEVATION = 2543.36 N: 72313.07 3103 W. SHERYL DRIVE, SUITE 100 O Q LJ__I ISPWC WORKS CONSTRUCTION -•-•� PROPOSED WATER SERVICE LINE BRASS CAP E: 2438785.1 MERIDIAN, IDAHO 83642 z PC POINT OF CURVE r+ PROPOSED SINGLE WATER SERVICE acapell®tollbrothers.com L1__I 7 Q Q0 PCC POINT OF COMPOUND CURVE PROPOSED DOUBLE WATER SERVICE ROADWAYS PHONE: (208) 424-0020 = L p /'\ PIRR/PI PRESSURIZED IRRIGATION • PROPOSED FIRE HYDRANT ADA COUNTY HIGHWAY DISTRICT V J Ld PROPOSED WATER VALVE 1301 NORTH ORCHARD STREET, ENGINEER O Ld cn PT POINT OF TANGENCY ESE CONSULTANTS, INC. �rE IDIAN* APPROVED FOR (n Q SD STORM DRAIN II PROPOSED WATER BLOW OFF SUITE 200 BHON ID(20 83706 �� CONSTRUCTION LJJ JUSTIN BOZOVICH, P.E. SS SANITARY SEWER I D A H O - PROPOSED SANITARY SEWER MAIN PHONE: (208) 387-6100 3103 W. SHERYL DRIVE, SUITE 100 \ 0 SDMH STORM DRAIN MANHOLE / O � m PROPOSED SANITARY SEWER SERVICE LINE MERIDIAN, IDAHO 83642 � SSMH SANITARY SEWER MANHOLE -�-�-� jbozovich@eseconsultants.com THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN O CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, ® PROPOSED 48" SANITARY SEWER MANHOLE PRESSURE IRRIGATION PHONE: (208) 955-6555 U 0 N o STA STATION ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE TVC TOP VERTICAL CURB ® PROPOSED SANITARY SEWER CLEANOUT THE OAKS NORTH HOA FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF w 3103 W. SHERYL DRIVE m w -� � �- PROPOSED 4" PRESSURE IRRIGATION LINE APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT o TRC TOP ROLLED CURB MERIDIAN, IDAHO 83642 SURVEYOR NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY z VOL VOLUME -'" '" '"- PROPOSED 6" PRESSURE IRRIGATION LINE PHONE: (208) 424-0020 ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE ^ w LAND SOLUTIONS SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND z z W WATER " EXISTING 4" PRESSURE IRRIGATION LINE CLINTON W. HANSEN SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. o WSE WATER SURFACE ELEVATION EXISTING 8" PRESSURE IRRIGATION LINE POWER 231 E. 5TH ST., STE. A ~ 0 MIN MINIMUM � PROPOSED PRESSURE IRRIGATION SERVICE IDAHO POWER CO. MERIDIAN. ID 83642 NAME DATE OCT www.Iandsolutions.biz N = MAX MAXIMUM N PROPOSED PRESSURE IRRIGATION VALVE VIC STEELMAN PHONE: (208) 288-2040 GI GRAVITY IRRIGATION EXISTING PRESSURE IRRIGATION SERVICE 1221 W. IDAHO STREET PLANS ARE ACCEPTED FOR w z PHONE: (20 E: (208) 388-2323 EXISTING PRESSURE IRRIGATION VALVE ID 83702 PUBLIC STREET CONSTRUCTIONcn PHON Q �= EXISTING 36" GRAVITY IRRIGATION LINE BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES 0 THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. DATE: SCALE: as EXISTING 30" GRAVITY IRRIGATION LINE IRRIGATION DISTRICT VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE 04/24/2020 AS SHOWN 00 EXISTING 15" GRAVITY IRRIGATION LINE co CREASON LATERAL ASSOCIATION THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. DESIGN: DRAWN: O EXISTING 60" GRAVITY IRRIGATION MANHOLE 8478 W. MCMILLAN ROAD NAME DATE JEB MGF/KL oEXISTING 4'X4' GRAVITY IRRIGATION BOX MERIDIAN, IDAHO 83646 ADA COUNTY HIGHWAY DISTRICT 'roll Brothers JOB NO.: FILE NAME: o PROPOSED STREET LIGHT 4468 4468-S-TITLE-PH08 AMERICA'S LUXURY HOME BUILDER + PROPOSED SIGN n 31 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ■ CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF FN .,F.w SL# 53909C PROPOSED STREET LIGHT NUMBER PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS o OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN d THE FOLLOWING ECTARIANCNONELISTED BY DATE AND SHORT DESCRIPTION, WERE SHEET 1 OF 24 z Z 0 O � D of '7 z C� p J7 w Know what's below. �_ �� � ybo 00 Li Call before you dig. GENERAL CONSTRUCTION (CITY OF MERIDIAN) ROADWAY (AA PRESSURE IRRIGATION 0 z � O m 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD j 04 �� �' z 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS o CALL 2 BUSINESS DAYS IN CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT SAP ,`Z z ADVANCE BEFORE YOU DIG, SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. A MAXIMUM DEPTH OF TWO-AND-ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE O � � Q STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. � y� GRADE, OR EXCAVATE FOR THE THE ISPWC. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. MARKING OF UNDERGROUND UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Q 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD AND ACHD SPECIFICATIONS AND DRAWINGS ON 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, ~o MEMBER UTILITIES SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITES). FAILURE TO HAVE ACCESS TO A AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 0 CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE RESOLVED. OWNER'S ENGINEER. 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 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN AND ACHD ON SITE AT ALL 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Q TIMES. ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE n H OF WORK. EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS Z 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE W 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO ( ) x WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF Z 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. THE WASTEWATER RULES (IDAPA 58.01.16). 0 OPEN OR CLOSE WATER VALVES. 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY m 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE GUTTER AND SIDEWALK IMPROVEMENTS. 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE M REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE WORDS DANGER-UNSAFE WATER OR NON POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX Q Z co ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. W 0 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR �_ (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. DETERMINED BY THE FIELD INSPECTOR. NON-POTABLE WATER. n 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT I Z DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE EDITION OF ISPWC. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE O RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, W 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS � 41 O 0 PLANS. CN PRIVATE ROADWAYS AND TRAVELWAYS. CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) c O O 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO 7. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE CONTROL CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH TWO INCHES 41 °� N A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET. CONSTRUCTION. U) D ._ B. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. BELOW THE PIPE. CONTROL CABLE SHALL RUN FROM THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE LOCATION. � 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE • c to O BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED C. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX. INSTALL CONTROL CABLE THROUGH A DEDICATED a SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. V N PLANS MUST BE APPROVED, IN WRITING, FROM THE CITY ENGINEER. D. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. COORDINATE THE 2-WIRE CONTROL CABLE INSTALLATION WITH THE DEVELOPER. w > Z V) ._ H 12. THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED BY TOPOGRAPHIC SURVEY OR AVAILABLE RECORD E. PEDESTRIAN RAMPS ISPWC SD-712A AND ACHD SUPPLEMENT TO ISPWC SD-712G. Z Lu C) INFORMATION AND ARE SHOWN IN THEIR APPROXIMATE LOCATION FOR REFERENCE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 8. THE ENGINEER OF RECORD SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR LOCATION, ELEVATION, SIZE, AND MATERIAL TYPE OF ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO COMMENCEMENT OF F. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. Z WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES CAUSED BY FAILURE TO LOCATE, INACTIVATE, ABANDON, OR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE G. STANDARD CATCH MANHOLE, ISPWC SD-611. NOTICE IS REQUIRED. J _c PRESERVE EXISTING UTILITIES. a to 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE RE-EXCAVATED TO WATER (CITY OF MERIDIAN NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF 9. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED FIFTY (150) POUNDS PER SQUARE INCH (PSI) WITH ALLOWABLE • THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% LOSSES IN ACCORDANCE WITH THE ISPWC. OM 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER COMPACTION OF LABORATORY STANDARDS). Z r i SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 14. 10. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTERS, OR SIDEWALKS.SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY THEIR RESPECTIVE n n n � . . 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED 11 THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED BY THE OAKS NORTH SUBDIVISION HOMEOWNERS ASSOCIATION I I W IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING n W MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR I (/ /) Z RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS 12. THE SECONDARY IRRIGATION WATER SUPPLY WILL BE PROVIDED BY AN IRRIGATION WELL, PER THE OAKS NORTH SUBDIVISION NO. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY 1 PLANS. 0 OF THE WASTEWATER RULES (IDAPA 58.01.16). DISTRICT SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING Z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A CONCRETE COLLARS. W MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 16. CONTRACTOR SHALL INSURE PEDESTRIAN FACILITIES ARE CONSTRUCTED IN COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPES EARTHWORK OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES SHALL NOT EXCEED 2.0%. Q (IDAPA 58.01.16). 1. EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ISPWC AND THE RECOMMENDATIONS PROVIDED IN THE o 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER PAVEMENT REPAIR FROM UTILITY WORK (ACHD GEOTHECHNICAL ENGINEERING REPORT FOR OAKS NORTH SUBDIVISION PREPARED BY MATERIALS TESTING AND INSPECTION, DATED TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. JULY 20, 2018. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA 2. CONTRACTOR IS RESPONSIBLE FOR DUST, EROSION, AND SEDIMENT CONTROL DURING CONSTRUCTION. SEWER (CITY OF MERIDIAN DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 (HORIZONTAL:VERTICAL) UNLESS OTHERWISE SHOWN ON THESE PLANS. 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS ROADWAY SURFACE. THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. Z ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. OF THE WASTEWATER RULES (IDAPA 58.01.16). w 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A STORM DRAIN (ACHD) MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS w THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, SEWER, OR o OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. (IDAPA 58.01.16). 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS OTHERWISE NOTED ON J 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM THE CONSTRUCTION DRAWINGS. WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. m ROADWAY (CITY OF MERIDIAN) 4. ALL CATCH BASINS SHALL HAVE A ONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. N 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO ISPWC PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. STANDARD DRAWING NO. SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV, SD-609 TYPE I. z w Q 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 12. Q N 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD 6j SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG N0. SD-611. w SPECIFICALLY, AND PREVIOUSLY, APPROVED IN WRITING BY THE DISTRICT. 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH LAYERS AS PER N Q 0 4. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. ISPWC TYPICAL TRENCH DETAIL, DRAWING N0. SD-301. N UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED WATER TIGHT. 00 5. INSPECTION OF WORK WITHIN THE RIGHTS-OF-WAY SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. Q w A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO O E CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. J 8. ALL MANHOLES AND BOX STRUCTURES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER Q AND SIDEWALK IMPROVEMENTS. C) 0 9. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. c� 10. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT Z EDITION OF ISPWC. 00 0 O 0 11. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHTS-OF-WAY SHALL BE RE-EXCAVATED U TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY v OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS N ' Q '-'-' (95% COMPACTION OF LABORATORY STANDARDS). LiI..f� O Q 0z 12. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. O PRESSURIZED IRRIGATION (CITY OF MERIDIAN) O z z z 0 Q z z � 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING o CONSTRUCTED. O Ld Ld W 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE v ' cf) IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF APPROVED FOR E IDIAN* Q (n MERIDIAN WATER DEPARTMENT. � CONSTRUCTION W 0 > z THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN z CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, Q ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE Ld M FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, W N RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF Ld Ld APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE r n z w SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND v z SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. 0 0 NAME DATE 00 N PLANS ARE ACCEPTED FOR w PUBLIC STREET CONSTRUCTION U' BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES o THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. DATE: SCALE: VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE 04/24/2020 AS NOTED co THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. DESIGN: DRAWN: NAME DATE JEB MGF/KL 0 ADA COUNTY HIGHWAY DISTRICT JOB NO.: FILE NAME: 0 4468 j 4468-S-NOTES-PH08 U REF.NO.: C1 .2 ,', 0 SHEj NO.: 2 OF 2'' z O o U M o yJ� _ � �� ybC, o �> J `' / II o Z o m I00 i o �, �_ N I III o y� �J� Q � I II KEYNOTES J / FUTURE PHASE � J / FUT � I HASE p EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. \ I I I p EXISTING CONCRETE IRRIGATION DITCH TO BE REMOVED AND DISPOSED OF OFF SITE. W COMPACT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. Lu I O PROTECT IN PLACE, PRESSURE IRRIGATION PIPE AND VALVES Z \ p4 PROTECT IN PLACE, WATER SERVICE CONNECTION. \ a I p REMOVE TEMPORARY STORM POND. FILL AND COMPACT IN ACCORDANCE WITH 5; M to GEOTECHNICAL REPORT RECOMMENDATIONS. Q Z 00 REMOVE EXISTING DIRT ROAD. W O PROTECT IN PLACE EXISTING WATER MAIN AND VALVES. • ♦ ♦ I (D PROTECT IN PLACE EXISTING SEWER MAIN. Z a) O EXISTING GRAVITY IRRIGATION BOX AND PIPE TO BE REMOVED. REFER TO W N . O o III SHEET C8.1 \ ' +, O O 10 PROTECT IN PLACE EXISTING SEWER SERVICE. / 11 EXISTING GROUNDWATER MONITORING PIEZOMETER TO BE REMOVED. ( I C 0EXISTING IRRIGATION DITCH TO BE REMOVED. COMPACT IN ACCORDANCE WITH THE u O GEOTECHNICAL REPORT RECOMMENDATIONS. \ (� W N N \ Z � � H 13 EXISTING BARRICADE TO BE REMOVED. Z W 0 / _j -C FUTURE PHASE � � 3 I nnn Z o M I � � I Lu W W r ♦ Z Z W ♦ � 11 9 ♦ z 3 a �P _ �n' ---�1— , O T0' TOE TOE _ TOE TOF 2530-� — — — — �- � 2 13 \ 1 \ o U 2 \ �A 1 \ m 1 w 1 \ \ Cn \ \ z w Q o / \ \ o Q � n0 O h O CN 8 \ 55 ti N 0 5 3 3 �1 00 Q w 1 //. ` O s, I EXISTING OA yNORTH 'pul SUBDIVISION N 2 4"PI 4"PI' 13 co o I y 1 \ 3 / \ Q = O I \ % �= � po Ln 1 / ' \ \� / \ ^e o z Q I 1 � � a I � - - o / \ o � Z � of 1 / � ILL z o � CID 1 1oo � cn 55 W DOUBLEROCK DR 5°ss < w w m N C� Ilk Z LL (10 z 3Ld 00 O I a �� 3 ' 00 — _— r �0 / N i � CDw N I I EXIStING OAKS NOR IH I o I I I / - - - _ U) Cn SUBDIVISION NO. 2 / S I II \ DATE: SCALE: I 00 I / 1 I I I 04/24/2020 AS NOTED 00 00 CD I I \ — I / I \ DESIGN: DRAWN: JEB MGF/KL — — 2 / _ — — � — — — F� —2s; JOB NO.: FILE NAME: o F� —� I I 50 0 F 25T 50 100 4468 4468-S-DEMO-PH08 I I _ CREASON LATERAL — — s P' 10"PI 0 REF. G+1 3 i — — G I� I o U - E E TOE G< TOE GI< TOE GI< TOE _ TOr —r1�TOF _TOE TOP T��_ ___ _ _ II NO.: W o GRAPHIC SCALE i 1 inch = 50 ft. Horizontal NOES 3 OF 24 z z o o � R/W z 1. OLi yJ7 a o Q � o m I I I ( ov N ��, W 8' 5' 20' PAD DEPTH VARIES 1 1' / o ) P = w LANDSCAPE I SIDEWALK TRANSITION FROM BACK I u ROAD SECTION BUFFER 1' OF SIDEWALK TO PAD Pal , 1 / TEMPORARY (2s3o.$) Fi,-di �J �. Z / � � � !1 \ (M `STORM POND 2 PAD i l Q 1.75% SLOPE VARIES /\`i/`i/``// I `i`i/`i\` \ �1 ` 1 0 - - _ // V/,V/,V/,, Z I � ' � �%�wv/vv/vv/ vvvvvv vyyvvvv V A A A V A A/V//V// %A PAD GRADING TYPICAL SECTION \ �� 1.3) Lu NTS 1 • Z \ / 253 ` LIMITS OF GRADING O N 25_30.64 o P\L PAL \ / ;= ` Q Z 0000 2531.1E PAD WIDTH VARIES 1' / � / W PAD / / / \ \ � � `�' G � • C:_ 2531.71 \ PAD=2530.9 \ \ \ u PAD rAP� \ �/ \/``/ I 2:1 (MAX) I F2j \ 531.8),Q W +v+ O Q PAD `\\� y o 0 2531.25 / PAD=2531.4 PAD GRADING 02� \ �/ / �3J F1 J; N s� N N CROSS SECTION O PAD=2531.5 \ \\ O NTS F4 J \ \ 2533.5o BLOCK 12 II Z N / 2530.76 \ \ \ \ 2534.28 Z \ / X \ 2534.25 / I • Q PAD=2531.0 / I F51 \ \ / ���5 / /� \ 1 532.2) a / 2530.38 / 2533.95�2533.98 - \ \\ C, \�J/ • )),' / / \ \ \✓5� / / \ \ PAD-2532.9 \ \ �i 4MO PAD=2 18 30.6 \ I� 2533 / \ PAD=2532.9 \\ s' W I2530.17 ec# O� / /6J \ / 2533.63 / \ \ \ \ W 2529.90 / / \\ \ � / 2532.34� � \ � � W PAD=2530.1 / 2533.45 X PAD=2532.5 \ LIMITS OF GRADING �j \` V` / \ \ FFJ \ / F6J \ / r, 2532.8) 2530.63--1, / / / \ \\ Gj \` \ \ / ]k2533.34 \ ✓ � Q �01 PAD=2529.3 TOE 9 2531.62 2533.02 15 2532.67 2530.45 - - - - - - - 2529.43 - 530, 2529.03 n / \ / / / \ \ PAD=2532.1 RS-(ON 2533.07 �4 253 N \ / I I \\\\\\\\ �BPLAODC=K2 5321 9�.8 \\ ` / PAD=2531.8 2532.30 Q/PEPAD=2 533.0 F2J 529.2 32.30 '4� 2532.70 �43J PAD=2529.E PAD=2530.E - F31 2529.48 2530.28 F 0� �\\ \ 2532.94 PAD=2532.9 Z O 32.95 \ \ � I \ / F25J / s3 \ / \ / 2532.2E / \ �42J / / 533. / PAD=2529.9 �� > \ / \ \ N \ \ w 26 \ p 2529.85 2531.08/ / / 2530.31 \ PAD=2532.5 PAD=253. \\ ✓ / \ 2529.30 41 `� \ F \ �11 25324.45 / \ \ 533.3) Q 2531.60 / F�- \ I 2529 09 m°/ � PAD=2531.9 .99 PAD=2530.2 F 2531.68 �4J 33.6) '2J 2529. 24 WD=2530.5 25307 2\.67 cO _ 27J 2529.43 2531.75 � � PAD-2532.0 �n � Q 0 2531.62 o BLOCK 14 \ 5 \ �j \ \ N / 2s� ` \ OCK 13 \ 2533.5) < \\ v QTEMPORARY II \ 2531.24 00 NPAD=2529.ESTORM POND 1 PAD=2530.7 P9J Q6 PAD=2531.023J W 4.0FJ � p 1 28 / 01 -IN I \ \ 2531.71 2531.09/ PAD=2531.4 7) \ Q 3 2531.1E 531.2) �� / F29J / / \ PAD=2530.9 (2532) � °� I / / � / 38 _ W /, / i F J l \� o z o / PAD=2531.9 • MM 0 1 PAD=2531.5 � � / �� �� Q � W 0 1 ( 532.2 / 30J / C� 2530.72\ EXISTING OAKS NO Q SUBDIVISION NO. 1 \ \ C� Z \ \.21 \ \ \ QQ� (2534.5) Q/ PAD=2530.5\ \ o F37J / / EARTHWORK QUANTITIES 0 Z 00 \ \\� Zs3o.s5 / / EARTHWORK QUANTITIES ARE BASED ON NEAT LINE CUT/FILL Q O W Q / 2530.34, \\ / AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS. = PAD=2529.7 / CUT: 9,600 CY j �`� \ \ FILL: 15,000 CY CD 32J NET: 5,400 CY (FILL) J O m z Q \ PAD=2530.0 I (2534.9) N \ I / �36J Ld LLI O 2529.49 I I I I I I z > ' ^ - - v , w 25 z ?S2 29.6\ I I O :5 • \ 0 06 I O O � \ � (2535.4) N oz INI PAD=2529.2 \ 2529.03 u 2529.18 \ / PAD=2529.4 I (n 133J F253 �3J o 34 25 I N DATE: SCALE: 1 253 04/24/2020 AS NOTED 00 rn CD 25 DESIGN: DRAWN: 2533.47 2533.50 JEB MGF/KL oz - _ HIM - - • JOB NO.: FILE NAME: 50 0 FEE 25T 50 100 42 4468-S-GRADING-PH08 U 1F TOE TOF CREASON LATERAL T^ T^' G�� \� REF. NO.: C2.1 _j o GRAPHIC SCALE SHE1 inch = 50 ft. Horizontal N0.: 4 OF 24 z N LORNWOOD A _ i I I co + 1-- �1 ❑ 0 a o m � W PEWTER POINT DR . SP o 0, N �`" z / I / �� W B�RpF� C3:6 0 J'�J, 5� ,Jc,'� 0 FUTURE PHASE _ o �o� M CD \ + pal Of U-1 < N _ a ssc ,�� 7 \' �� W W 00 N LLj CO LLI ❑ 5 �s� N a v �� ?N oe�� Lu = �Lq C3.3 W fl U C /\ � 3 - - - -- - --- - - -- - - -- - - -- - - -- - - -- - - -- - -- - - -- 2 � z 7 �P o 1 I �P A� W 3 ^W 1 ��ti��° = � w C3L5 ` S�`'� Z / + U 9 SEEPAGE BED A 6 I Lr1�1 2 LL Q / \ N Noi d n ❑ 'h rn —— — — —— - -- -- - - -- - - -- - ---- - -- - - -- - - -- - --- — `•�� "W�,`�O 0 ^,moo' c`oCQ M N �/ j (O o rn n N 2 ro � 'n �-a` +I_n) L N_ Q 00N N N 8 N a W+ �Na Z o 3 _ W DOUBLER K o W o c� / ` 3 —J z / o o 2�oQ U o m / + W N 52 3 7+00 4 SHEET INDEX O 4+00 5+0 0 252 W BURNT SAGE DR 6+00 — — — o O 3+00 _ - - — N.T.S. + a, A 4 12"SS . q: 00 0.5% ti° 0 O LU N N hA Z_ H � M �� � Z W � Z �k1�g6h U � ® 3 2SX39 -- S�z S�9 2�A ❑ KEYNOTES a �, `� �s°- 1 25 253 ?52896Rc� o> C 8 a I o J ❑ 3 2 - - - - °. M N 01 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). ao 2 +36.5p v�i m oM a — — ry x°—h1 O 252916 S pr 2 N + + n + n + + N ° ti�XO ° 2g'16RC N N O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). N N $gti�`Qt U.) zs 'xA I M °°o O3 TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH O i+ryas TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). Z BLOCK 14 2530.02 RC / BLOCK 13 ti1x�� w I w a N ❑ O4 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). OD WO STORMWATER FACILITY PER SHEET 3.8. Z 11 1+79.86 pC I 9 © TEMPORARY STORM POND PER SHEET C3.9. Z 5 I I ' 2530.02 RC I 26 ❑ W PLAN VIEW - W BURNT SAGE DR O TEMPORARY DRAINAGE SWALE PER SHEET C3.9. O8 14' WIDE CONCRETE DRIVEWAY PER ISPWC SD-710C (ACHD SUPPLEMENT). CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH SHALL BE 6" THICK. Z Og TYPE 2 ACCESS ROAD PER DETAIL 3, SECTION 8200 ACHD POLICY MANUAL o 14'X25' GRASS-PAVE SYSTEM BY INVISIBLE STRUCTURES INC. (OR APPROVED EQUAL). INSTALL PER MANUFACTURER'S SPECIFICATIONS AND ACHD REQUIREMENTS. 2540 2540 Z 0 U-) w + o ti N PO I <a2535 oNo - i� = 2535 W < J N Z W r a. N J O Oi3Uzi JH Ln O 00 p LOZ W Q O N QZ N O N CX LZ + m< ~ 2� NO> II aI Z O m > + N Z N > II II OC) � OZ +t0 w m � W o w LLJ Cwn < > 0 . m r COCL > Nw ±mEXISTING+ Nw N Nw GROUND AT O a c� N IL ROAD �\ Cn L a N N - ' 0 - - - - - - - - - - - - - - 2530 — 0� - - - - - - - - - - - - - - - - - - --0.50% / \� \� - - N 0.50x - - -2530 N N — — — — — — — — — — — — — — — — — — \ W N � N 00 FINISHED GRADE I Q > AT ROAD q 12 STORM DRAIN J I Q 0 2525 2525 — W APPROXIMATE /�/'� z 0 GROUND WATER LL W 0 CC o O I Ld O z Q 1 2520 2520 z Q Q0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 z Q z o QC/o OLL 00 w PROFILE VIEW - W BURNT SAGE DR Z z V) z O m 0 W N w LLJ = m o' z Lv w V) Z 0 0 I 0 Cn Z FEET 0 30 0 15 30 60 DATE: SCALE: 04/24/2020 AS NOTED 0 DESIGN: DRAWN: GRAPHIC SCALE JEB MGF/KL 0 1 inch = 30 ft. Horizontal JOB NO.: JFILE NAME: 3 0 FEET 3 6 4468 4468-S-PROF-PH08 u REF. ��■� 0 1 NO.: _j 0 GRAPHIC SCALE SHEET 1 inch = 3 ft. Vertical NO.: OF 24 z N LORNWOOD A _ i o QJ C3.2 C) > o N " `` A,ZW PEWTER POINT DR s o 5 � �6 0 Q�z \ LJ Li -L—i --L i Q y / Ca4 o 011 Z U + co o Qom° Cn w / / FUTURE PHASE c°%L 9� Z z = I / o� / / C 7 �q� C3.3 �Py y� � W �E �W/� rn rn rn co 2 U N O N A V J r,i o -+ o O U °� O U (�/ j o`ri \ / !�\ Z 00 o ��W �x °���` / W DOU I-E6 6 o w o N \ V 3 / �I n Z i 2 c, O i� U cm� u W O 3 �`�o / � CV aw a O 41 O 00 3 8+0o N W BURNT ox�h� 2 _ O O \ N M SAGE DR "W 12"SS < S w 721"c — a U 8 SHEET INDEX (/�U /�) N c 10+00 �Lo 1 \ o� + / �� V . o cn OD w N.T.S. o Z LO 3 on KEYNOTES a t N ^ N oo N co N 2 N^ %� O 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). ul n a 6 5 ' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). M 6 a N * 6 \ 2+ O3 TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH n -, n Z M 00 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). II I"I I"I II �N � y� 5 W I ❑4 3 (a 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT) ,� ^ W �� U I(�/nUl 10' WIDE CONCRETE PATHWAY (5" THICK) PER ISPWC SD-709 (ACHD Z BLOCK 22 a e9��Jc �s o SUPPLEMENT) Z N 2S3os���c O6 5' TRANSITION FROM 3" ROLLED CURB TO 6" VERTICAL CURB. W 0 TEMPORARY STORM POND PER SHEET C3.9. / 2+27.48 PT Og TEMPORARY DRAINAGE SWALE PER SHEET C3.9 a 2 2530.82 VC 0 PLAN VIEW — W BURNT SAGE DR Z 0 U V) 2540 2540 0 J Q of W m aQ LO Cn I O N U M + Z N r t0 <C� Z t0 N O I w aj O O Lo ovN< M2535 t m > + M �-- p 2535 - -i N N+ � + n1 C� to Z CIA O N W W O W II II - II �m II W II p Z = �N > < > II ^ W N < ON H > J Cn NO N W J 4O W N 5 I U W PROPOSED w a GRADE AT ++ > < LjN 0.50% -0.72 - - - - - - - - - - cnN - - - - - u 2530 - - - - - - - - - - - - - - - - - - - - - - - - - - 2530 Q 0 a EXISTING � I GROUND AT Ld CC o = 00 � o � O � 2525 2525 u APPROXIMATE Q 0 Z Z 00 GROUND WATER Q — — — — — — — — — — — — Q O Ld i _ _ _ _ _ — — — — w w Q z Q O � m � 2520 7+00 � 20 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 m Q 3: W W M N LLJ 0LdLLj LLjPROFILE VIEW — W BURNT SAGE DR ~ V) Z o c N I U W 0 (n Z FEET 0 30 0 15 30 60 DATE: SCALE: 104/24/2020 AS NOTED 00 DESIGN: DRAWN: GRAPHIC SCALE JEB MGF/KL 0 1 inch = 30 ft. Horizontal JOB NO.: JFILE NAME: 3 0 FEET 3 6 4468 4468-S-PROF-PH08 u REF. ��■� 1 NO.: _j 0 GRAPHIC SCALE 1 inch = 3 ft. Vertical SHEET NO.: OF 24 Z N LORNWOOD AVTIT FT T-1 -F1 H + 1--f-I L � � z -0 °D POINT D � W PEWTER SPG� O lv I cv `c�, 41 � o z � —F FT T-1 w e�Ro� C3:6- 0 � s�,J�'` 0 LiL-1J-1 -LI (L y / Q M4 N� C3.1 ti� Qe�-�5�� ��s01 Z U ss0 \ 32 4+6s.2s ou w 2531.72 RC / C7 ti�q� C3.3 �Py 9s- w (N N 4+68,29 / V \ 30 2531.53 RC of N I 4+79.35 PC / � _ �� O 4+79.35 PC m 2531.59 RC �ji" Z 260� 2ss,69 0 Z M 33 I s Q� e o 00 W DOUBLEROCK Dl� I a + \ W 0 n x C� ` I n G 9 C _ oe mac, I e,A fig s PcAr 25311,Rn6 BLOCK 13 4 �O �k11 / Z �ti� Q / i —�° IC! cy� N + — 31 sX s�o s�� 53�p3o p / V ® � � - - - -- - - -- - --- 2s e� 2 o X ' � C O N cos sc, 3 yo�6 y0 0 0�0 �o�Q°� 14 �` W N / \ - - - -- - - --- - -- - - -- �� a �� �k yp° �Q ��p�� 1 — N ,`Q- M� SHEET INDEX > O O ® SEEPAGE BED ( � tih Xpo� ti�x� 13 h O e� =�V � 14 40 N.T.S. IND N c cn 06 \ ?s28 22 N �v / V . O /V�4� / w N N \ Rc \ / Z to •> �\ 8+99.21 8"� - 7+00 6+00 �- / Z LU \ '528.78 RC 8+00—$ ro It - — — — - — — 528.78 2.6% 6 KEYNOTES (�� N COPPERSTONE CT 2s3 _ \ / �x �� 15 Z 4 ' N >$„ s >B,SS 2 O1 -C 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). a '' O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). • 04 ® \ O3 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). C7 aT5tia96�c STORMWATER FACILITY PER SHEET 3.8. M ui W O O> m O> N N O> N O m m O MATCH EXISTING PATHWAY ELEVATION. W X M2 + �^ 51xoo \ \ Z � � 1 \ \ 37 I 38 I /� N � \ \2s32 \ � W 2 36 \ \ 35 + N Q 0 9 \\ \ \ I I 40 2 p G PLAN VIEW — N COPPERSTONE CT Z 0 F- 0 V) LJ J Q f- Zw p m D OR Cn J fN O OJ M 2535 ry �to o N 2535 Z to oNo � II I Q Qi N N 00 I tn W o N ,* N w II II Hw Qco > I Q N J ~ !Z N 0 N a Ld j EXISTING N N -0.50% w a GROUND AT a > - - —� a — — — — — — — — — — — — — — — — — — — - - - - - -- - - - - - - - - -- - - - - - - - - -- - - - - - 2530 _�.529• O 2530 O Ln = PROPOSED 12" STORM u -q � Q J GRADE AT DRAIN Q M 0 U) W W LLj W z 2 —i M�y� Z 0 = W LW W 0 o IU W 0 O U � 2525 APPROXIMATE 2525 n/ O 0 GROUND WATER I W O Q z 00 O Q (n (/) w u Z w w (n Q Q Cn 2520 2520 > z 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 0 m 0 0 Q � U W m PROFILE VIEW — N COPPERSTONE CT W = z W z w Z 0 0 2cd Ld 0 (n Z Cn FEET 0 30 0 15 30 60 DATE: SCALE: 104/24/2020 AS NOTED 00 DESIGN: DRAWN: GRAPHIC SCALE JEB MGF/KL 0 1 inch = 30 ft. Horizontal JOB NO.: JFILE NAME: 3 0 FEET 3 6 4468 4468-S-PROF-PH08 u REF. ��■� 0 1 NO.: _j 0 GRAPHIC SCALE 1 inch = 3 ft. Vertical SHEET NO.: 7 OF 24 Z N LORNWOOD A _ i o Q �f T I T F7 T-1 T 1� � �1 LJ Z o . W PEWTER SPG� O lv I cv `c�, 41 POINT D o � T 1F 1—I w g�Ro� C3:6 0 �, ' �P w 0 `n S �J�� Q L-i L-1 J-1 L I (L y 0 I APT1111' Ca4 o�50' cal ti� Q�� G6 4 'Qg � �2531.EC C 7 ��q� Ca3 \ �Py 9 W \ 2531.62 VC 1 3+86.82 PC I I 2531.62 VC\ I I I Z oo BLOCK 22 I 8 I I +� �� p � �S � 0 N 7 1 1 4 tP n 16 1 4�?.65 Q Z W 0000 I N l `N 15 1 1 17 18 2S3j8, ��T W DOUBLER CK o�,o o S ,X a � I I I y • c N I—. 00 o N N N + N N �s�Ay �SJ�?B�9 I O Tf6t M N ^V,N M N N N 2S3 N �i9 A 'rC 4 JI -JI1 �W Q\\ w u 2 ��` Rapp, I W� C O o N _ �. 3 SHEET INDEX nD a E,o $ _ 5 N. n ±' a; N 7 FUTURE vD N " 5 7 25y2 3+00 2+00 6 1 00 4+73.to i 4+00 _ _ — — — — — — PHASE o 2532.05 VC LU N N W COPPERSTONE DR 47' 33' 6 w p ~ Z • s 3 I KEYNOTES Q a) .ass 01 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). a / O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). • c L'511 1 a ��ti`' �53titi I O3 TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH O o M N N cq�/o I TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). Zci r� / +N O N N N N N N N 5}12•Z4PVC I i O4 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). W W 41 42 43 2532. 1 I I O5 10' WIDE CONCRETE PATHWAY (5" THICK) PER ISPWC SD-709 (ACHD W� Z 2 40 BLOC 13 I SUPPLEMENT). 73 25� �x I 44 5+50.01 PC O6 5' TRANSITION FROM 3" ROLLED CURB TO 6" VERTICAL CURB. Z 2532.43 VC W 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). \ 5+50.07 PT Q r STORMWATER FACILITY PER SHEET 3.8. Z 2532.43 VC O W O U N Q I NW 1 I 1 PLAN VIEW — W COPPERSTONE DR Z 0 F- U V) LJ N J O �p Q + � m N m II II Cn 2535 w 2535 U Enw Z w 5 < S _ PROPOSED N I GRADE AT q oN w 1.759; Q o -0.50% N N � � - - - 7 a — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — Q w - - - - - - - - - -- - - - - - - 2530 2530 EXISTING OLO GROUND AT O ICO Q Q M 0 I (n w Lj = w O cd w af CO 2525 Q APPROXIMATE 2525 C) Q L I GROUND WATER W LL O Q 4z — C) Q C/) w LLj U Z a 2520 2520 Q LLI Q 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 z m PROFILE VIEW — W COPPERSTONE DR O p U LjJ M N i LLJ Ld W Ld m o V w z z o c 0CIL N U w o (n z c� Q FEET 0 30 0 15 30 60 DATE: SCALE: 104/24/2020 AS NOTED 00 DESIGN: DRAWN: GRAPHIC SCALE JEB MGF/KL 0 1 inch = 30 ft. Horizontal JOB NO.: JFILE NAME: i 3 0 FEET 3 6 4468 4468-S-PROF-PH08 u REF. ��■� NO.: o _j GRAPHIC SCALE Ch 1 inch = 3 ft. Vertical SHEET NO.: OF 24 ) z N LORNWOOD A _ i 5F1, TIT � �ITI� 1� C co C32 u `� �� �o w L -� � Z � o m W PEWTER SPG� o 104 �c�, W POINT D o LL �, z o1 T I� T—I w e0R0� M6 > �,� s� �J�� L-i L1 LI L I Q y 6xg�.gR t ap5+89.48: C \ 0 t� M tiyti9 6tiyti98� I — J — �sa7:4 o 253\9 RC x p /v� _ �� 1 ti� W.1 W P� _ V) 6+7D 66 RC Q 252g,13 6+57.56 \ 6+06.52 PC `lyypp 2529.67 RC- 2�30.90 RC / 4C 2 2 � 9`rsc \S+38 0 Z I1 W I ® T I SX23i 3R 9s Rc R20.0' �� cmy 9 I � W cal \ 12 2S3',gs pr 3 Ca 5 = \ �5�� Z F- rx xs 9� o r a 4 Z W W DOUBLE-RTC r� o o x�� t9 I F8 I 5�( Z I I BLOCK 22 �� �o I Q o I } 2: O WXO0 > N O OSHEET INDEX q� N W 2 N.T.S. �I= oo F IND (,n 06 N �o N „� ^� m w Q� I 10 GG N N\ �`\6 1 `f',yF�f� U O w m I �v PS \ \ v W I W ` N o ss c \ �xry� oo M of �ko� �s �� \ 31 \ Cti KEYNOTES Z n� nC N * h PO• N N N O 2 1 S W NN , 'g' S s 1Xyoo�6Fp\\ 03" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). a (2) 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). u • (7 I _ 253 2s � \ \\\ \\ O3 TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH O 3 G� -��s \ \ \ TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). Z M 5 1 3+00 \\ O4 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). ui W I _ / 1 5+02.71 1+00 N 4 N 2+0 _ _��� \ W I 2s�6.8s RC —o � — — � 5 STORMWATER FACILITY PER SHEET 3.8. Z �iT \ Z 25' 3 i w k 29 W Q� Qf o + �I 0 2S?3r. 2s X6S�u ui?S c 2 N 28 \ 4+4"' ® S2e1jR°C NLa N / 2528.63 RC 27 DRIVEWAY 2S?B 036 26 4+39.48 63 RC I BLOC 13 \ PLAN VIEW — N BRASS COIN WAY z 0 F- 0 07 LJ 00 o pop00 Q Z ~ N w to p0 m rn II II o !nJ o �O M Cn o 2535 N V J ,o N = N 2535 N z C90 rn O + N W II II 04 II w Ln (0 5 00 CO > CD Q NO CO � pp II II a s H W M + -i Q -1N z N + � w PROPOSED N W + W 0 o N o ci 5 a `0N N II w GRADE AT am I a o > > Q 0 + NwN -1.75%w W 'n(n - - - - - - - - 2530 _ N _ - - - - - - - - - - - - - - - - - - - - - - - - - \ 2.009j /— - - 0 U I U \ Q J \� EXISTING 0 ° GROUND AT Lv Z LL- = 00 0 0 2525 2525 O � � Q N�N • Q 0 APPROXIMATE L.L 0 GROUND WATER O QO c� _ _ _ — — — — — — — — — — — — — — — � z_ z Q — — — Qp Z � U U) Q LLI z U) V ^ 2520+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 20 Q (� 0 m z Q 0 w PROFILE VIEW — N BRASS COIN WAY Lv = m LLJ 0 s c U w W o (n z v� Q FEET 0 30 0 15 30 60 DATE: SCALE: 104/24/2020 AS NOTED 00 DESIGN: DRAWN: GRAPHIC SCALE JEB MGF/KL 1 inch = 30 ft. Horizontal JOB NO.: FILE NAME: i 3 0 F15T 3 6 4468 4468-S-PROF-PH08 u REF. C3.5 NO.: J GRAPHIC SCALE _j Cl- 1 inch = 3 ft. Vertical SHEET NO.: OF 24 z N LORNWOOD A _ i I 4 H i- I-Plv�� O w J O o Q � o m W PEWTER POINT DR SP o �, N �`" ``' z � 0 � � Q / C34 o� oN cal ti� \ ^ry JG �� C3.3 �Py 9� f EXISTING OAKS C5 5�� Z 12 \ �e ' NORTH = � p G b�co0 X o SUBDIVISION o 00 A�0ti o BLOCK 12 ' NO. 6 W DOUBLER K o a w o _ 4 $„P� � 2530.39 RC \ � > Oi Z pr 21- `o c) o C 4 00 d > <�GI<_ W O momd M 5 N G' SHEET INDEX > $ \ 2530.51 RC Fl po� + o o "' O / 11+90.17 \s �� 4 N + I I N.T.S. N V . o v) OD U . O '253063 3 4�°�° ?53j S�C �/�K N 11+s9.7 pC °� wAY 12^w w > 3 p o u Z LU C 3 � u� � I -12"w W 4+00 — / O , I i ___ -� 6+00 � � KEYNOTES a 11 — � 0 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). J � N 2s�o %�2� ± _—' EEPgGE BED _ 9 2532 III II O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). \�JJ TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH 10 2 N _—_ _ ___ _ __ — TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). n n n Z_ M m N M _ U _ _ __ R� R3� ^� O 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENT). W / 0- ` 0' W BLOCK 22 ^=h��-_ 44 4 ;> s"Pi 05 10' WIDE CONCRETE PATHWAY (5" THICK) PER ISPWC SD-709 (ACHD Z / / ❑ N Xry. �^ ya �c 6 — a- _ Pi N / SUPPLEMENT). V' 00 �� a > ors Z / `X�y��. 1 a s N— — _o �� 2 i N / © 5' TRANSITION FROM 3" ROLLED CURB TO 6" VERTICAL CURB. W cv N M O MATCH EXISTING CURB, GUTTER, AND SIDEWALK. � `25y22 Rc Z�M ems' N BLOCK 13 7 z 0 SAWCUT EXISTING ASPHALT PAVEMENT 2' INSIDE EXISTING EDGE PER ISPWC I C'c SD-303 (ACHD SUPPLEMENT), MATCH EXISTING. h7^ 2530.94 RC W N r I 0 ?53j/ 10+96.02 18 I o L I I 09 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). / 1 1 3 STORMWATER FACILITY PER SHEET 3.8. 11 TEMPORARY STORM POND PER SHEET C3.9. 12 TEMPORARY DRAINAGE SWALE PER SHEET C3.9. PLAN VIEW — N RUSTIC OAK WAY z 0 F- U C7 LJ t0 M O �p CFj J O NO + Lo to N ~ wY OF N II II c�Q _U) II < > 1n O QO O O� N J 2535 0 00 N o a0 > w 2535 Li Ln N Z N O W > CD Q o+ Lo N �� II ++ > Q m > a N II II oM Ld o w II II w o ¢ >LLJEX _ N \ o N j GROUND-p,T a N 0.50% N o a a II — — — — — — 00 — — — — — — — — — — — — — — — — — — — — — —II — — — — — — — — — — — — — — — — — — — — — 0.50%- - - - — — — — — — — — — — — — — — — — — — — — — Q w i 0.50% N 2530 2530 PROPOSED 0 E 12" STORM GRADE AT J DRAIN Q 0 o Lv CD LL- 00 0 0 CC o � Q . Q � 2525 APPROXIMATE 2525 > Of O o GROUND WATER > 0 Q uI z I - - C) Z Q— — — z Q z o 00 Q 0 0 w i z U J Q � Q Cn CD0 2520 5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 20 C/) 0 / 0° PROFILE VIEW — N RUSTIC OAK WAY W 0 N 0 m � Z W = Lv w V z o z LLJ 0 c N I W o (n z Cn FEET 0 30 0 15 30 60 DATE: SCALE: 04/24/2020 AS NOTED 00 DESIGN: DRAWN: GRAPHIC SCALE JEB MGF/KL 0 1 inch = 30 ft. Horizontal JOB NO.: FILE NAME: 3 0 FEET 3 6 4468 4468-S-PROF-PH08 u REF.NO.: C3.6 1, 0 GRAPHIC SCALE 1 inch = 3 ft. Vertical SHEET NO.: 10 OF 24 z N LORNWOOD A i F11 T IT FT T -1TI� T C M �1 LJ Q o m W PEWTER SPG� zo lv I cv POINT D o ` LLI T 1T 6 0 `��,� s� �J�� L-i L1 J-1 L I y / Q CU 0� C3.1 ti01 c� C7 ti�9� C3.3 �Py 9s- W C3L5 = �5�� Z m W DOUBLER CK l0 a a W 0 ,� t9 � 0 1 � --J --� � Z � m ,� I BLOCK 13 I >- C O W NN _ tik6 'eR� 2 24 I SHEET INDEX nD a> 1 o $ w ti5ti9 23 I N.T.S. �\ + a) N m �96h NA I 3 2 0 I U 6 00 O 04 Lu +� N Z V) 2! BLOCK 31 ?529.72 RC 3 N N N ?+31.04 c " KEYNOTES 1+100 ' � � I Q a) _N MALLORCA - --_ 4_____ 03" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). a WA,( 4 05' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). u • § 2529.62 RC 2+11.00 '` _ M 3 2+00 � �_ _� O3 TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH O 0-� "� 9 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). Z M / o 4 MATCH EXISTING CURB, GUTTER, AND SIDEWALK. ui W 2 N T 5 FZ- N 3+00 O W I SAWCUT EXISTING ASPHALT PAVEMENT 2' INSIDE EXISTING EDGE PER ISPWC Z �s d O Q SD-303 (ACHD SUPPLEMENT), MATCH EXISTING. 73 Z z C/, 1 5 4 IL Z W lX O - 0 � 9'�C,C' `n a 2 ro � �_ Z +h o \4 rO£n N Obi VN/ �f'/��+) 'Z PLAN VIEW — N MALLORCA WAY Z 0 F- U V) LJ H OCR Z OR Q Lo Z < wM of 2535 ( w + ui x 2535 m 0) >N 04 W D + to w Cn II II = CV a.Q >f' U II p WQ z QCD > Z N Ld Q N J W(L > �0 Wm IL N a 5; PROPOSED 0 a GRADE ATLi Q o o o 0 0.67% 2530 - - - - - - - - - - - - - -72530I I I �I I I I I IQ w 01 L-i EXISTING 0 GROUND AT O U Q J 0 N LLJ O 2525 2525 LL- z O o APPROXIMATE 0 O L GROUND WATER • o Q L11 _ _ _ Iz Qf 0 Q Z Q J Qo Z � 00 2520 2520 0 Ljj Q 0+50 1+00 1+50 2+00 2+50 PROFILE VIEW — N MALLORCA WAY Q LLJ 0 > m w W M N L.L.I u LLJ o Ld z V) z z � � o vJ ' ^ s Q c o N U � U o Q (n z o Q FEET 0 30 0 15 30 60 DATE: SCALE: 04/24TO AS NOTED 00 DESIGN:z DRAWN: GRAPHIC SCALE JEB MGF/KL CD 1 inch = 30 ft. Horizontal JOB NO.: FILE NAME: i 3 0 F15T 3 6 4468 4468-S-PROF-PH08 u REF. C3.7 NO.: CD GRAPHIC SCALE C- 1 inch = 3 ft. Vertical SHEET NO.: 1 1 OF 24 ) z ■ N LORNWOOD A `� D8 S&G TRAP Al 14 L.F. 18" ADS HP STA. 4+49.54, 59.6' LT. 0.00% / // INLET CB 61 D1 STA. 1+98.49, 48.0' RT. I �� I I�� / � h, T.G.=2530.01 I I \ \`/ ���' O J� `ao RIM=2529.E) 0.0 L.F. 18" ADS HP Ca? 12" INV. OUT=2527.01 (SE) L �= O y6o 0 12" INV. IN=2524.96 (SE) 10 L.F. 12" ADS HP 0.00% (PERFORATED) I Q2s=0.54cfs �16 L.F. 12" ADS HP ® \ 1 - ( - I� H + I <v O 18" INV. OUT=2524.11 (NE) OUTLET BAFFLE ELEV= 2524.36 0.00% Qloo=0.76cfs 0.50% D3 Z I o m _ _ __ _ _ _ I SDMH 61 D2 W PEWTER POINT D p,GE �J, ,� �P STA. 2+15.21, 42.2 RT. SDMH Al T-fl > S D2 RIM=2530.75 I I I� 8� � STA. 4+49.74, 45.4' LT. w u. I I I I \ SEEPAGE BED A 12" INV. OUT=2 26. (N S INLET CB 62 D1 JJ -LI \ RIM=2529.02 9°, � 12" INV. OUT=2526.92 (SE) _ STA..2+22. , 16.3' LT. p' O / o 12" INV. IN=2525.00 (SE) T.G. 2 30.37 G 12" INV. OUT=2525.00 (NW) O � 12" INV. OUT=2527.37 W � \ ( ) 12 INV. OUT=2526.00 (NE) d Q2s=0.36cfs \� 48 L.F. 12" C-900 HP \ 27 L.F. 12" ADS HP ® \ 190 L.F. 12" ADS HP ® / O 133' ® 1.00% Qioo=0.51cfs \ 0.77% D4 6'0 0.00% (PERFORATED) D3 7 L.F. 12" ADS HP 0.50% O SDMH 62 D2 ` \, I S, q Z \ STA. 2+22.76, 34.5' RT. 00 W RIM=2530.95 12" INV. IN=2526.87 (NW) �9y V ��Py Z INLET CB Al D1 12" INV. IN=2526.86 (E) ` �S ' O o STA. 4+49.98, 15.4' LT. \ D8 S&G TRAP 61 � ` 12" INV. OUT=2526.86 (SW) U O yl� � � 12" INV. OUT=2527.86 (S) ` T.G.=2528.38 STA. 2+28.96, 40.0' RT. \ � �/ � � \ � M 29 L.F. 12" C-900 HP 12" INV. IN=2525.23 (SE) RIM=2530.99 \\ \ a Z OD ® 0.50% 12" INV. OUT=2525.23 (NW) 12" INV. IN=2526.83 (N) \ 4 L.F. 12" ADS HP ® l0 W p Q25= 0.25cfs 18" INV. OUT=2525.98 (S) \\ \ 0.50% �� DOUBLEROCK DR �c� ■ _ Qloo=0.93cfs W BURNT SAGE DR OUTLET BAFFLE ELEV= 2526.23 \ \ \\ 4 y = 0 -2 INLESTAT CB 1 4+50.36, 15.4' RT. \ \\ \\ \ D 5' 6 O \ \ W N O T.G.1.77cf38 \ \ SHEET INDEX � o 0 12" INV. OUT=2525.38 (NW) Q2s=1.77cfs \ \ Q100=2.45cfs \\ \ N.T.S. +% N D5 c- . C (11 n a0 V O ❑ l i \ \ \ Z 0 \ �G • Q t SEEPAGE BED A 6� \\ U-) � o � a W SCALE: 1" = 20' o \ 5 L.F. 12" ADS HP ® SDMH C1 D2 \\ \\ Q \ n W STA. 6+79.44, 34.3' RT. I I 0.50% RIM=2530.88 \ \ W \ \ \ nn Z D8 S&G TRAP C1 12" INV. IN=2526.99 (SE) \ U(J � STA. 6+82.17, 40.8' RT. 12" INV. OUT=2526.98 (NW) \ \ Z RIM 6.94 32 12" INV. OUT=2527.77 (S) \ \ n n n W 12" INV. IN=2526.94 (N) �s 18" INV. OUT=2526.09 (S) 8 16 L.F. 12" ADS HP ® \ OUTLET BAFFLE ELEV= 2526.34 / D 0.50% INLET CB C1 D1 38 \ \ \ STA. 6+81.02, 15.2' RT. \ \ T.G.=2530.29 \ \ 196 L.F. 12" ADS HP ® DRAINAGE KEYNOTES 12" INV. IN=2527.09 (SE) \ \ \ 0.00% (PERFORATED) / 12" INV. OUT=2527.08 (NW) \ \ \ D1 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. o / /v Q25=0.57cfs \ \ Qloo=0.80cfs \ \ 196 L.F. 18" ADS HP ® D2\ CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. D6 0.00% (PERFORATED) 30 / /� �^ \ \ D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. CONSTRUCT VERTICAL SAND FILTER "A" PER ACHD BMP 21 AND DETAIL 1, SHEET C3.9. 94 L.F. 12" ADS HP SO' / /Q INLET CB C2 D1 \ \ \ DESIGN INFILTRATION RATE: 1.0 IN/HR. / /Gu STA. 6+89.19, 15.4' LT. \ \ FINISH GRADE ELEVATION: 2529.0 0.00% (PERFORATED) / / T.G.=2530.24 \ \ \ \ TOP OF BED ELEVATION: 2527.5 12" INV. OUT=2527.24 (NW) \ \ \ BOTTOM OF BED ELEVATION: 2522.5 1.0, / Q25=0.52cfs \ \ GROUNDWATER ELEVATION: 2522.3 Qloo=0. LENGTH: 1 ' 94 L.F. 18" ADS HP ® / / / \ \ DEPTH: 596 0 72cfs \ 0.00% (PERFORATED) / 29 L.F. 12" C-900 HP \ \ CHAMBER 1 WIDTH: 5.5' ® 0.50% \ \\ CHAMBER 2 WIDTH: 20' C i \ \ V2: 2,223 CF N Vioo: 8,208 CF o CONSTRUCT VERTICAL SAND FILTER "B" PER ACHD BMP 21 AND DETAIL 1, SHEET C3.9. _ / 37 \ 18 \\ \ DESIGN INFILTRATION RATE: 1.0 IN/HR. FINISH GRADE ELEVATION: 2531.1 TOP OF BED ELEVATION: 2529.6 < BOTTOM OF BED ELEVATION: 2524.0 ~ GROUNDWATER ELEVATION: 2524.0 m \ \ \ LENGTH: 202' DEPTH: 5.6' / \ � CHAMBER 1 WIDTH: 2.5' � CHAMBER 2 WIDTH: 5' w D3 V2: 660 CF Q �J Vioo: 2,436 CF CONSTRUCT VERTICAL SAND FILTER "C" PER ACHD BMP 21 AND DETAIL 1, SHEET C3.9. w ❑ \ DESIGN INFILTRATION RATE: 1.0 IN/HR. Q oN FINISH GRADE ELEVATION: 2531.0 D3 TOP OF/ N: 2529.5 co SEEPAGE BED B BOTTOM OFDBED ELEIVOATION: 2523.2 SCALE: 1" = 20' GROUNDWATER ELEVATION: 2523.0 Q w LENGTH: 100' DEPTH: 6.3' _ CHAMBER 1 WIDTH: 3.5' f D1 INLET CB D1 CHAMBER 2 WIDTH: 6.5' O= SEEPAGE BED C STA. 8+97.96, 0.0' V2: , 69 CF 1 Q a T.G.=2528.53 V�oa: 624 CF SCALE: 1" = 20' 12" INV. OUT=2525.55 (S) D7 CONSTRUCT VERTICAL SAND FILTER "D" PER ACHD BMP 21 AND DETAIL 1, SHEET C3.9. Q25=0.60cfs DESIGN INFILTRATION RATE: 1.0 IN/HR. Qioo=0.84cfs SDMH D1 D2 / FINISH GRADE ELEVATION: 2528.9 STA. 9+03.07, 1.8' LT. M O TOP OF BED ELEVATION: 2527.4 Z o RIM=2528.86 BOTTOM OF BED ELEVATION: 2523.1 W 0 co D3 GROUNDWATER ELEVATION: 2523.1 12" INV. IN=2525.53 (N) U 12" INV. OUT=2525.52 (E) LENGTH: 69' (n z DEPTH: 4.3' ' QQ Q C)z 12 INV. OUT=2525.90 S //'��// 2 L.F. 12" ADS HP 0 �� CHAMBER 1 WIDTH: 3.7' LL° CHAMBER 2 WIDTH: 14.8' O Q 0 0.50% 0D � V2: 505 CF / Vioo: 1,866 CF LLJ Z Q o D8 1,000 GALLON SAND AND GREASE TRAP PER ISPWC SD-624 WITH 20" BAFFLE SPACINGco Q z p ' ^ o S&G TRAP D1 D8 v J O W w 6 L.F. 12" ADS HP ® STA. 9+00.39, 16.6' LT. LIJ Q 0.50% I RIM=2528.98 0 U 12" INV. IN=2525.48 (W) Q I Q i I 18" INV. OUT=2524.63 (S) z 15 L.F. I OUTLET BAFFLE ELEV= 2524.88 z O m .F. 12" ADS HP I 134 14 L.F. 18" ADS HP 0.00% Q Q � I 0.00% � M N i T m 0 33 ml I 0 Z wl 63 L.F. 18" ADS HP 0 , ^ j D7 I (-DI I 0.00% (PERFORATED) -4- o I w I � ®0.00% (PERFORATED) OCT 0 I N U I I 35 W 0 5.0' I 5.0' ❑ Cn z I � I I Q I I o w I I DATE: SCALE: D3 I I 1 04/24/2020 AS NOTED mmm*-� DESIGN: DRAWN: j N JEB MGF/KL C R E A S O NLATERAL FEET JOB NO.: FILE NAME: i 20 0 10 20 40 4468 4468-S-DRAIN-PH08 R . w SEEPAGE BED D N0: C3.8 " = GRAPHIC SCALE SCALE: 1 20' SHEET 1 inch = 20 ft. Horizontal NO.: 12 OF 24 z 0 M 0 w J� �� °' ybo o w z � 0 m 0 O J N v LLI z , SAP J�� 0 A 18" 0 ADS HP PIPE 18" 0 ADS HP PIPE Fo' (TOP HALF PERFORATED) (NO PERFORATIONS) PVC LINER END OF ROADWAY IMPROVEMENTS LENG_ L TEMPORARY DRAINAGE 4" CRUSHED SWALE WITH 1% MIN. SLOPE J ROCK CHIPS CURB AND GUTTER Rn Q 080 0 0"0-0 0 0"0 0"0 o"o"o"o"o 0 0 0"0"0 0"0"0 0 0 0"0"0 0 0 0 0 0"0 0` m� �J C/ Z 2-YR STORM FLOW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c o 0_0_ _ _o_0 0 0_0_ _ _o_0 0 0_0_0_ _ _o_o 0 0_0_ _ _o_o 0 0 0_ _ _ o_ - 1' TOP OF POND RIGHT OF WAY W ASTM C-33 �_ HIGH WATER LEVEL / x FILTER SAND "' / Z SIDEWALK F RI 12" 0 ADS HP PIPE \ LOT LINE Q Z W (NO PERFORATIONS) N 1 LLI 0 w�__ B r B HIGH FLOW BYPASS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c 1 m o BOTTOM 5' 'I _ OF POND C7 'I = Z a) 31, CRUSHED o 5' MIN c O ROCK CHIPS I Lu 7 • N +� O O 12" 0 ADS HP PIPE N N FILTER FABRIC (PERFORATED) PLAN A � LENGTH �</ � 0 �. O GROUNDWATER Q 0 W (DN HIGH FLOW BYPASS OBSERVATION WELL 0 Z cn V) ~ 12" 0 ADS HP PIPE PLAN w Z Lu (PERFORATED) FILTER FABRIC Z 1 w • i ASTM C-33 co Q � FILTER SAND J � = FINISH GRADE ELEVATION HIII II II TOP POND ELEVATION III II II II II II II- a MIN. = HIGH WATER LEVEL - P� T(I- . 3II�II Ali l TOP OF BED ELEVATION �. O d 4S• 1� I: � I�I �5 0' I-II BOTTOM POND ELEVATION - WOVEN GEOTEXTILE 3:1 MAX -III=11�.�.�.�.�.�. . . Z = III - - 1 �11- n , , n Z r� o s FABRIC - - - - •* II� h w - ,�, 4" MIN. LAYER OF TOPSOIL OR AMENDED NATIVE �_'- o _ ' o '1 W 2-YR STORM FLOW MATERIAL WITH VEGETATION PER ACHD �' GROUNDWATER ELEVATION W b 18" 0 ADS HP PIPE STORMWATER BASIN STANDARDS DETAIL 04. Z oa (TOP HALF PERFORATED) 10 BOTTOM OF BED ELEVATION SECTION B-B 3 z 4Sp• q5o 4" CRUSHED '�7 GROUNDWATER ELEVATION N.T.S. W PVC LINER ROCK CHIPS 2 SECTION 12" PIPE N.T.S. PERFORATION DETAIL SECTION A-A Q N.T.S. TEMPORARY STORM POND TABLE o 1 N.T.S. POND NO. LENGTH (FT) WIDTH (FT) DEPTH (FT) TOP POND BOTTOM POND GROUNDWATER BOTTOM AREA (SF) VOLUME (CF) ELEVATION ELEVATION ELEVATION ,50450' 1 47 47 1 2528.2 2526.7 2521.9 784 864 O 2 35 35 1 2529.2 2527.7 2522.9 466 743 VERTICAL SAND FILTER NOTES 1. NO TREES SHALL BE PLANTED ABOVE THE VERTICAL SAND FILTER 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING LETTER PREPARED BY MTI, DATED OCTOBER 31, 2019. z 0 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS TEMPORARY STORM POND NOTES ENCOUNTERED AT ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE 0 CORNERS OF ALL UNDERGROUND INFILTRATION FACILITIES. CONTRACTOR TO 1. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING LETTER w SECTION 18" PIPE COORDINATE WITH ACHD INSPECTOR REGARDING PLACEMENT OF MARKERS PREPARED BY MTI, DATED OCTOBER 31, 2019. PERFORATION DETAIL DURING CONSTRUCTION AND PRIOR TO BACKFILLLING. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED N.T.S. 5. REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER AT ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. DETAILS AND SPECIFICATIONS. 3. PROVIDE DRY LAND GRASS VEGETATION ALONG SIDE SLOPES AND BOTTOM OF TEMPORARY Q 6. PVC LINER TO BE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES STORM POND. OF THE ROCK IN CHAMBER 1. PVC LINER SHALL BE CONTINUOUS WITH FACTORY SEALED SEAMS, OR PROVIDE 1' OVERLAP AT THE SEAMS. LINER SHALL BE 30 m MIL MIN. PVC GEOMEMBRANE. cn 7. WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF THE FILTER SAND WITH 1' OVERLAP PROVIDED AT ALL SEAMS. LLJ 8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF 0 Q CHAMBER 1 WITH NON-WOVEN GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL SEAMS. 0 ui O N Q c\ O 00 \ N Q w I a O zl ¢ Iz zl ¢ Ir 0 c: w w w w w ¢ - � o Li L o o co Livwi co wo Y wl CD= I w w = 0 _ CD _ C `Y Cr00 w 1 47' ROW 1 w w I 50' ROW -I = 00 O co �I IN N Q z � 0 o o �2' 5' 1' 7' 16.5' .1. 16.5' -7' 1' 5' 2'� 10' 1' 7'� 18' ��� 18' 7' 1' 5' 2' Z Q O I 5' S� J O � Z uI I BIKE LANE BIKE LANE00 I z Q Qo 2' 14.5' 14.5' 2' 1 2' 11' 11' 2' Q � U zo 0.5' 0.5' 1 0.5 0.5' Q W Ld w 1.75% 1.75% I 1.75% 1.75% c I Q I -2.0% 2.0%_ r I :.. ..-y. . .•, r -2.0% 2.07. r W r ^• ' m \/ V Q O CONCRETE SIDEWALK 6" VERTICAL CURB j CONCRETE SIDEWALK 2.5" ASPHALTIC PAVEMENT SP-3, 1/2" MIX PG 58-28 3' ROLLED CURB AND GUTTER 3.5" ASPHALT PAVEMENT SP-3, 1/2' MIX PG 64-28 a_ 4" OF 3/4" MINUS CRUSHED GRAVEL 6" OF 3/4" MINUS CRUSHED GRAVEL w 14" OF 6" MINUS PIT RUN 16" OF 6" MINUS PIT RUN j COMPACTED SUBGRADE TO 95% OF MAX. DRY DENSITY, PER ASTM D 698 COMPACTED SUBGRADE TO 95% OF MAX. DRY DENSITY, PER ASTM D 698 0 v ' z O LOCAL ROADWAY - 47' RIGHT-OF-WAY N RUSTIC OAK WAY - 50' RIGHT-OF-WAYcd I TYPICAL SFICTION N.T.S. W U) z cn PAVEMENT SECTION DESIGN PER ADDENDUM NO. 2 TO THE PAVEMENT SECTION DESIGN PER ADDENDUM NO. 2 TO THE Q GEOTECHNICAL REPORT PREPARED BY MATERIAL TESTING AND GEOTECHNICAL REPORT PREPARED BY MATERIAL TESTING AND 0 INSPECTION, DATED FEBRUARY 8, 2019. INSPECTION, DATED FEBRUARY 8, 2019. DATE: SCALE: 04/24/2020 AS NOTED z DESIGN: DRAWN: j JEB MGF/KL z JOB NO.: FILE NAME: 0 4468 j 4468-S-DRAIN-PH08 u REF. C3.9 w NO.: .�/ O j NOES 13 OF 24 z z 0 o � 1_ ICn �o w \\-- I 0 Z N FUTURE PHASE I o o — — — - - - I - - I - - I — � ,,_ w CDuj / SSCO 8.01 I I Q O \ \ # v I I SSCO 8.12 s SSMH 8.02 Z � W J k s w %!fssz L C14 \/\ `� 11 %,fss ` D D M FUTURE PHASE a z 00 / s SSMH 8.03 W oss Lu Efl No i 10 CsPSSMH 8.04 / ❑3 \ \ N y J% cv, BLOCK 12 • 0 N W U O FUTUREI PHASE 0 \ \` 1 \ �� z N SSCO 8.15� A,P� \ / / Z w 0 cp, N• • v M '� le B s SSMH 8.05/ \ \ 4 (� O_ Z r� W e� 0 W 17 V Z e4 LLI 'Ile .� 16 �e 8SSMH 8.16k O9f o 9� \ s SSMH 8.06 � $� \ x eS�O\v ❑ \ BLOCK 31 $� S / � / 10 s••\ �•� ` \ / s SSMH 8.17 w I \ �(V SMH 8.07 26 sA \ �5 �. \ in I 11 A % J s SSMH 8.08 \ / / sSSMH8.21 SSCO 8.10 � 13 co10.55 3 s � 24 s'ss9ssC�y � 12 / 0 40 � r cps 27 p/iy s SSMH 8.18 Z Q Q SSMH 8.11 NN qy / 3 60 W \ Ln 5 ss \ o Q o \ �= I ❑ SSMH 8.20 g• 39 \°��r1 ,5 Q > � I 6 23 / -3�a W # \' I� P� �° \ SSMH 8.09 \ $� 5 � � g•w BLOCK 13 G ° °\v J' ` O Q J * s SSMH 8.19 cs: 29 D S5 � ro W 30 � y O o cp, / J O +�� O Q s� 9 \s 3 c�4 s e �E IDIAN,-- APPROVED FOR z Q _ 37 CONSTRUCTION — o \ � co ❑ r J Z — cv, / / THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN `z CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, O Lil w ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE SSMH 8.23 # / Q� FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, w 5 \ $ RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF / $ ` 32 APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT O S NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY z `'S co °� // ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE m 8 W cn w 8"w b / SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND Q Q 4' �Q SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. W DOUBLEROC 5"Ss W / 36 II cp� S c\ LLI —W \M I / NAME DATE T s y CD z S — — z 1 5 o cn SSMH 8.22 o oo r a r 3 Oo U W DLLJ U EXIS ING OAKS NOR H 33 III °° Cn z ❑ Y SU DIVISION NO. 2 35 o S 34 II N DATE: SCALE: °D II 04/24/2020 AS NOTED oo CD DESIGN: DRAWN: JEB MGF/KL olt JOB NO.: FILE NAME: II 50 0 F 25T 50 100 4468 4468-S-UTIL-PH08 GI GI` II CREASON LATERAL = 6"P 10"Pi v 4 o GI< - GI< GI< GI r_I� _ ii REF. C4.1 w N 0.: o GRAPHIC SCALE SHE1 inch = 50 ft. Horizontal N0.: 14 OF 24 z Z Q of ~ 1 U c� m 14 H + 1—P � C46Cn C43 4° oybo o� w \ T W PEWTER POINT DR /��1 o " N o ST 3 z I I I �� v� .6 SPG�- �P = w z W s2 1 >>"'6 0 � Li i-I _L I— gv�� C47 y� S ��� W9 4FH 51,2 � �V 2S24 / �G Q / 0 R s� BLOCK 31 1 �6 i �29'O I L S 0 8.10 �F \ W9 SSCO8.15 ' C42 B'g W8 y' S2 STA. 9+49 0 \ \ / W4 S2 LEN. 53' S PA E BED A 12 LF I `S�+�y C44 9 Q W5 0 INV. 2523.0 0 8 LF - y IND 0 6 _ 01 !y P H C46 ^A .�!��' � W `� S 8,(c W3 l 04. �j`" � •� 0 -W W6 / Wl A* C14 �E O 42 L8"w W5 W8 - - - -W5 - - W5 W5 W5 W1 N 9 0 11 w4 �\ 2� F _ W DO o > M UBLEROCK DR 243 L " 204 LF 66 LF a ap _ 8"W 8"V\�\ 8"W �W 8"W - 8"W 8"W 8"W 8"W 8"W 8"W r � a Z°: _ W BURNT SAGE DR o I �I 9 W 0 i' S1 SSMH 8.11 7 - - - - - - - - - - - - 9 171° C W5 - - �0 90 3- • S1 H*8.08 �• 9� 12"ss � - BLOCK 14 W5 QS 12fSs < 12"SJ < 12"ss I< 12"SS �[ ® 2" s�< 12"SS < 12"SS < 12"SS •�� 12"s® 1 "ss Z <3 ST / 10 9 8 7 6 - U LO 90 I SHEET INDEX W s . o O O O O /N�fH 3g� � r � W2 SSMH 8.07 S1 � w ' 2S2 a - - O = - - - � � J1 - - - - - - - � p 34 ® S1 SMH 8.06 9 LF I M N.T.S. 8 LO +, 3 25 25 ¢ + S1 SSMH 8.05 �' Q U Rn N (� ❑ / Q 9LF - - - - - 3w - - - - I I(n � �</ • ENO 6 c5 z W U ' S �; ov I� S2 SL N.636? z = Z >_ Q 24 N U A I INV. 2524.1 IJ I Z w O 0% U W • Q t Z <m a 0 Q SEWER KEYNOTES M�(0 NZ . N M + I �'s („ S1 60" TYPE "B" STANDARD SEWER MANHOLE PER ISPWC SD-502. 3• SEWER AND WATER PLAN VIEW — W BURNT SAGE DR S2 4" SEWER SERVICE CONNECTION 2% MIN SLOPE PER ISPWC SD-511, M INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. da O n n Z ri S3 "T" TYPE CLEANOUT PER COM STD DWG S1. II I"I I�I II rx 2540 2540 W W 0 ❑ W WATER KEYNOTES 0 W1 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST BLOCKING PER ISPWC 2535 -= v z `� _- 2535 SD-403, VALVE BOX AND LID PER COM STD DWG W11. v co M � z 3 z W2 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. .wi C4 �p O 'i' W O N LO o o N (D �v o o N W3 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER ( 00 �"rn N N o 'u r o ao rn `" N COM STD DWG W1, W2, AND W6. o ^ o N oo M II z O LO N M N �� u � o 11 � j j ^ N z C6 +C4 > z W4 1" DOUBLE SERVICE CONNECTION WITH %4' METER AND METER SETTER PER co Do a; ? o = N z ? z o +N — o 000 N N _ N z z Z COM STD DWG W1, W3, AND W6. 06 +"' a II o6 0 LO j j EXISTING GROUND z z o d II O M O u > > N H (V O (V Z Z O N 00 — CV a CV + _ N z z N N d II AT SEWER �+C14 (n oo W5 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.2 00 N iA j p O N Z ((i) N:' 0 0 (n (n F (V (V / Q N Z Z Z �' a�_ - i\ N -<M N° N W6 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET — cn cn o 0O Z 2530 - - - - - - - - - - - - - - - - - - - - - - \ _ _ _ -- 2530 C1.2. o_ - - - - - - - — — — — — — — — — — — — — — — — — — W7 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM a — — — — — — — — — — — — — — — — — — — — — — — — — — — — ISTD DWG W13. N W8 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. o PROPOSED GRADE AT SEWER � 4" PRESSURE I W9 IRRIGATION TEMPORARY SEWER AND WATER EASEMENT. 48" MIN J 6" PRESSURE 12" STORM IRRIGATION DRAIN 18" MIN m 1 N 8" MIN 2525 -_ 18" MIN 8" WATER Q I � c� Co z w 0 N I + M o Q co LLI APPROXIMATE I W W GROUND WATER Z = J C0 2520 -_ I Z: LLJ U W =- 2520 0 L1J O c� _ I J Q J — � L.L. 00 ? 00 2515 -- I =- 2515 0 Q 0 � 0 < O Q s zL Zz Q z o � cry V) LLJ z i 2510 -- _- 2510 Ld z Q V z Q ::D < p LL o O 197 L.F. 12" P.V.C. ® 0.25% 147 L.F. 12" P.V.C. ® 0.25% m W M Q N 0 I..I.J i 48 L.F. 10" P.V.C. 189 L.F. 12" P.V.C. ® 0.25% z ® 0.30% 85 L.F. 10" P.V.C. ® 0.30% 76 L.F. 12" P.V.C. ® 0.25% w Q ! z 0 0 V z z 0 2505 + r 2505 13 12 11 10 9 8 7 6 5 LiJ 00 SEWER PROFILE VIEW — W BURNT SAGE DR w Of Ld (2-jdE IDIAN* APPROVED FOR O IDAHO CONSTRUCTION 30 0 F15T 30 60 DATE: SCALE: THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN I I I I 104/24/2020 AS NOTED co CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, DESIGN: DRAWN: ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE GRAPHIC SCALE JEB MGF FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, 1 inch - 30 ft. Horizontal 0 RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF - JOB NO.: FILE NAME: Q APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT FEET o NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY 3 0 1.5 3 6 4468 4468-S-SAN-WAT-PH08 ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND REF. �'+/� .2 w SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. NO.: V''F o GRAPHIC SCALE _j j NAME DATE 1 inch = 3 ft. Vertical NO.: 15 OF 24 z Z N LORNWOOD A T" ar Cn z O I 1 � � _Q d� p ARV Q w W L� LJ L I z O m a� — T PEWTER POINT DR N P = Z I SSCO 8.12 3 Li II I� � C47LiLILILI ��� QI0—j- -� 11 LF iSSCO 8.15' 8 LF ` SSCO 8.0 , p _ O W7 �i �c��Q� O I 12 LF I — (r W2 I / I ^A 8 LF 00 t.�F.2 'GuQ �s w4Ile W5 — °tip 04"4 W N / v � 116 LF W6 W1 N I ' 112 LF " a•w a"W a"w a"w 5 F _ o 6 �� Z a"w s w W BURNT SAGE DR a"w -� N + J5 v0S O N 66 LF e w — — 189'� — _ W4 �' � 8 w W6 O —�5 194 LF8"W M `-' ! O� 5 M W4 a Z o0 _ 12 ss 12 ss < 4 1 • < 12•ss < 0 3�"ss < — ��_ _ a"W I e"w 1 W DOUBLEROCK DR �� LLI o e 3 � � 12 s s 5 W9 I 121'Ss _ - � y o • c — 1e ss (D SSMH 8.04 — — — _ 12"sb _ _ 2 W9 W9 —12•s 0 6 I ss I J — j ti N W3 S1 SSMH 8.03 1 6" n iL O CT S 41 I oM II \ �)) ? wm> oa>; o N SHEET INDEX= O STA, 4+38 STA. 3+48 SSMH 8.02 ��D m m o LEN. 36' S LEN. 36' ST N.T.S. N 5+28 1 SSMH 8.05 INV. 2525.0 INV. 2525.5 62 � to oN0m LEN. 36 CnONV. 2524.E NV 2525.4 1+87STACN ST +12 SLEN U6 0_EN. 36' ❑ I ❑ INV 2524.92524•1 Z© co O I ❑2 U O J 7 00I SEWER KEYNOTES I + w S1 60" TYPE "B" STANDARD SEWER MANHOLE PER ISPWC SD-502. (( a 3 I �" - v • M 4" SEWER SERVICE CONNECTION @ 2% MIN SLOPE PER ISPWC SD 511, INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. Z 0 rn S3 "T" TYPE CLEANOUT PER COM STD DWG S1. I I I I I I SEWER AND WATER PLAN VIEW — W BURNT SAGE DR I I W z 2540 — 2540 n n n Z u W WATER KEYNOTES 0 N W1 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST BLOCKING PER ISPWC w z SD-403, VALVE BOX AND LID PER COM STD DWG W11. o W2 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. °O o6 " v�• 2535 `2 CD Cdd N N — 2535 W3 1" DOUBLE SERVICE CONNECTION WITH %4" METER AND METER SETTER PER o Mo o M z z =o o N COM STD DWG Wl, W3, AND W6. "'ca II +'N z z ,n N W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.2 Z O 2 - Z - N II 06 + > j N � (V � OLO C (0 M Z 0�^N 4 N z z N N of - ad +�, > > W5 2° BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM �, �, PROPOSED GRADE EXISTING GROUND a u z z 00 +N STD DWG W13. `" `" AT SEWER AT SEWER � o o N Z W6 11.25' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. u - _ _ _ — - - - - US 1.- ZO — — — — — — — — — — — — - I — — — — — — TEMPORARY SEWER AND WATER EASEMENT. a _ ct 2530 _ _ _ _ _ _ — 2530 W8 12%12%8" TEE, 1-12" GATE VALVE, AND 1-8" GATE VALVE WITH THRUST w — — — — — — — — — — — — — BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. o 8" MIN W9 4 PRESSURE POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE 3 ON SHEET I IRRIGATION � C1.2. J ------------ 8" WATER m 18" MIN cn Q w 2525 - 2525 Q 0 o o Q co � I� GROUND APPROXIMATE Q w WATER + M la U W U 0 2520 -_ � W 2520 J Q Lu� Z = I_j U) o 0 = w IQ co IL Io = o U z ' 2515 Q Z 2515 -= Q O O 7 Q Z W co Q0 Z Q J Q o cry Z — LLJ z QCn 0 I - 0 > Z 2510 59 L.F. 12" P.V.C. 0 0.25% 1. 2510 Q m � O 188 L.F. 12" P.V.C. ® 0.25% 0 � i 155 L.F. 12" P.V.C. ® 0.25% LIJ W N 147 L.F. 12" P.V.C. ® 0.25% 0 LA z D z Q LLI 0 ii OCT /V W 0 N 0 2505 + I V V + 2505 �J� 6 5 4 3 2 1 0 -0 Uw SEWER PROFILE VIEW — W BURNT SAGE DR `n ME MIANI- APPROVED FOR FEET o CONSTRUCTION 30 0 15 30 60 DATE: SCALE: 04/24/2020 A AS NOTED THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN �o CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, DESIGN: DRAWN: ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE GRAPHIC SCALE JEB MGF FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, nch = 30 ft. Horizontal RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF JOB NO.: FILE NAME: Q APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT FEET NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY 3 0 1.5 3 6 4468 4468-S-SAN-WAT-PH08 ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND I I I I REF. �'+�■ U SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. NO.: V w o GRAPHIC SCALE j NAME DATE 1 inch = 3 ft. Vertical NO.: 16 OF 24 z N LORNWOOD A — cn J —+ H �I I � ^^AA�+ o, ❑ 0FV p w STA. 4+ I _J__/ J� I Z � O m Z S2 L 42 p '0 cV `<v �+i u O EN. 54' 15 W PEWTER POINT DR C43 = z L v 5s N 12 G� 5 ' O INV. 2525.E / �I I I� 046 SP,G�'O ��y S ��� w 047 S2 0-00 - O �G 13 W6 W5 °'_ �_ w3 iN�2S2°z° 16 O� `r'�� \ 32 SIN. Gkg9 at- W2�,� W4 I \\ / C42 N2 � �Qe� (/�U/�) ► J \ S2 \E523.6 a \ Ig�fF 203° e'W _ 33 W6 O wo � I Wi\ — s W LF \ W4 W7 S2 S \ \ 13 LF _ s _ Tq y Py W �, \ �F O "9 s`W \ O Xiy�F,V �x8) BLOCK 224 E P W4 a ss k /�� 31 / / 26 \e*5s W2 2S .� 33 � ?�3' 3�lF � 263 Ci4.5 '�- Z � S s"SS 10 L • 2 Ie I Cj gw o 90° e \ 22�F / M S1 SSMH 8.17 ass / r �,, a Z co W DOUBLEROCK DR Iw o N. o W5 \ SSMH 8.18 S1 f"" W5 3 W6 W4 S N fFN xSs / y LO 6 C� a • ^i w P 2 O h� ® W2 \� �' 8 $ \ SSMH 8.19 S1 W3 SIN. � �_� \ W4 $w sg i S2 �EN•�58251 I S2 STA. 4+75 \ aSs �a•� \ 6 / 18 } O S2 S` lc W8 W9 s� ® + \NV INV. 2525.7 W3 \ 6 COppFR \ w4 > a o •w / sT SHEET INDEX o 0 1 SIN• 2 39 / �� \ S2 ST N.T.S. N , a; N \NVN 3641 \ \ ass f \ W3 O� q > > 5 W7 \ O 252 ' \ / \ O FN S3 3 • C S1 `: 00 SSMH 8.22 / O 38 S2 STq S � 2526) w ; N � 0 3 W5 SA N. �394 6 �iy�FN x82 2sg'k. � Z cn •� � W5 \ S2 1I N 524.3 \ \ 41 ZS 36 F / Z W 0 \ u+ \ O WN- 2 BLOCK 13\ ❑ 263 ass \ \ W4 y Z i ' oo y \ a• \ SEWER KEYNOTES QPG� 34 3 / 37 \ S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. a 3 S� 19 BLOCK 13 W5 a• - M \ � N. 1} 0 / S2 4" SEWER SERVICE CONNECTION � 2% MIN SLOPE PER ISPWC SD 511, � p i O BEN• 5 3g / S2 STq INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. Z M \\y \NV 36 — / �N�2S 66 6' � \ O a� '� W S2 25 � ❑ IL9 SEWER AND WATER PLAN VIEW N COPPERSTONE CT & W COPPERSTONE DR / SSUH 8.16 s1 Iw / w3 i WATER KEYNOTES (fin ST W1 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST BLOCKING PER ISPWC UU z S2 LE 0+45 SD-403, VALVE BOX AND LID PER COM STD DWG W11. n n n Z ENV. 25232 42 / S2 STq / \ W2 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. u W / iNkFN 3625 W3 1" DOUBLE SERVICE CONNECTION WITH %4' METER AND METER SETTER PER 35 \ 25268 43 COM STD DWG W1, W3, AND W6. � / W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.2 0 W5 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.2 W6 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. W7 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER COM STD DWG W1, W2, AND W6. W8 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. W9 8" GATE VALVE WITH THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. Z 0 a 2540 _- 2540 N w 0 J W N � N m W 00CD C-4 N Z fn � N ^ � N c0 ro N O 0 QN vvN � +Nr� N_ �0 d+M 2535 - N rl- a H 2535 O QooN N z co .Zi N N N '0 ^CV II N > > N H z O 000 N N II 0 M Z O Q II Z Z fn fn 0'00 0 O 'n rn c�i II II ao M N j j U) N N �ozz O = II Z z <n <nOf00 00 W N Oo N PO N > > > � PROPOSED GRADE a 00 o o00 d z z z cn cn °° °° AT SEWER N N O =04 N N E 00 00 00 N v)rn O \ 00 +L ON> Q W Q II Z — — — — — — — — — — — cn H:c (n (n 00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 01 — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — 48" MIN 2530 -- EXISTING GROUND -- 2530 W O W Q ° 4" PRESSURE AT SEWER J f IRRIGATION LL_ z p 12" STORM DRAIN 0 0 18" MIN 0 o � 8" WATER Z 00 18"MIN O 0LLJ ~ Q Q 2525 -- 2525 Q O D Q 224 L.F. 8" P.V.C. @ 0.62% U O z CD F. 8" V.C. @ 0.42%— Q g6% APPROXIMATE w 110 LF 8 PVC 1 GROUND WATER Q 219 L.F. 8" P.V.C. ® 0.62% W 0 2520 -- 2520 Q U 0 / m z Q L1--� Q ci) Z W m N 0 0 = Z D w Q V) (� z o z ielf o W W a- OCT 2515 + 2515 �/ q- N 0 1 2 3 4 5 6 7 8 W 0 U SEWER PROFILE VIEW — N COPPERSTONE CT & W COPPERSTONE DR U Cn Q ME IDIANI APPROVED FOR FEET 0 CONSTRUCTION 30 0 15 30 60 DATE: SCALE: 04/24/2020 AS NOTED co THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN Q0 CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, DESIGN: DRAWN: ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE GRAPHIC SCALE JEB MGF FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, 0 1 inch = 30 ft. Horizontal RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF JOB NO.: FILE NAME: Q APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT FEET NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY 3 0 1.5 3 6 4468 4468-S-SAN-WAT-PH08 ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND I I I I REF. �'+�■ 0 SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. NO.: V Li o GRAPHIC SCALE EL j NAME DATE 1 inch = 3 ft. Vertical NO.: 17 OF 24 z N LORNWOOD A Z o a Ld �_ ❑ ❑ —❑ I—❑ / � � o v O W PEWTER POINT DR J'J, �� 5�P ,�_ c� 1' ® �1 �1 -❑ I� 1—I C46 � "' � Q �/•3 N / ,3 o Ji ❑1 i—I _L I �����S C47 d� l STA. ❑9 12 \ 13 LF r M OR GSA �/ S2�/vv SSo W1 63 S� 6 W2 \ M 'L6 SCONE �9 J W2 23.6 -5k1 ❑ P' S0 1 w 10 S2 \EN25256 ❑ 9� z W4 e• r 4 / S2 SrA. l,c ❑ BLOCK 22 11 O \NN W1 \ I fly C4.4 ' P`l ❑ Lu 0 (F S2 / SSMH 8.19 S1 .�1 N W3 //VV 11- S3' STA. 2+64 I o C4.6 �� Z 9 LF W4 2524.4 I S2 LEN. 47' I / 5+W �' / C4.5 �``���S 0 e•w I INV. 2525.0 / %,/W4 F ® 55 ) �v11 .3 \ 01�5 •55 90 / p � r) m g0 � e ss 1 44 saw $ W DOUBLEROCK D W 0 Z co IV S3 R �o �SSMH 8. e 3 8`W W4 Lt� I W6 aw $ W4 3 \® O (7 O W4 8•W 1 LF 8•w — e'�5 ` / / \ \ \ _ W O y 16' ° `I"' SHEET INDEX ® 8�SS < 8•s < s < 8•ss <® / N n •.o ° N 25 \ W5 �' O �' N.T.S. Nf 'q sr / 3 3 " , l s2 q• o.� w3 _ N BRASS COIN WAY o 'o � o `� 00 0/ t"H 3 68 O W5 \ 81 \ V . O l l NV. 9 I �k , ` � .. r i ❑�/ 25236 " SSMH 8.21 S1 i I W7 SEEN 5A \ `�a ` �O` Z W N y S2 \NN 252 26 / s2 eN ',�4j w3 0,A SEWER KEYNOTES V 2 3j I I STA. 2+96 SSM 8.2 S1 a to l 524.3 30 S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. S2 I STA. 2+17 LEN. 39' 3 S2 LEN. 42' I INV. 2525.3 \ S2 4" SEWER SERVICE CONNECTION @ 2% MIN SLOPE PER ISPWC SD-511, INV. 2524.8 27 � \ INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. Z r i 29 28 BLOCK 13 S3 60" TYPE "B" STANDARD SEWER MANHOLE PER ISPWC SD-502. W I W ❑ Z ❑ Z SEWER AND WATER PLAN VIEW - N BRASS COIN WAY Z W WATER KEYNOTES 0 W1 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. W2 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. W3 1" DOUBLE SERVICE CONNECTION WITH Y4" METER AND METER SETTER PER COM STD DWG W1, W3, AND W6. 2540 -- 2540 W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.2 W5 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.2 W6 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. Z 0 W7 1" SINGLE SERVICE CONNECTION WITH Y4" METER AND METER SETTER PER a z COM STD DWG v W1, W2, AND W6. U o N wz jai vv 2535 -- 7 `N o =- 2535 n CI NC5 L N in N M ? p O� � Lo N Z v v O CV C 4 N m M 04 > > � N N OM II = II Z Z a' coo z z p O 00 +C > O N N 0_00 00 2 M Z Z Z o N a � d z z PROPOSED GRADE N N co 00 o� z II = � ( 00 00 AT SEWER v Q 0 0� — z O 04 Z C� N Q II — z _ Q N M�� � — N N — — — — — — — — — 0 2530 -_ - - - - - - - - - - - -- 2530 � N — — — — — — — — — — — — — — — VEXISTING — — — — — — — — — — -48" MINoco GROUND AT SEWER Q w 0 0 8" WATER LJd O J = _ Q Y 2525 =- 2525 Li C) O 0 � OO z o Z — U 3: APPROXIMATE z Q Q QGROUND WATER Q O Q n O ^ U' 2520 -= 144 L.F. 8° P.V.C. ® 0.42% _- 2520 Q z Z Q 0 z co U V) O � w Q 149 V F $ (� ! /'1 = w V ) ~ Q Ohm 0 2515 -_ _- 2515 w M N 0 z = o w Q V z o o e" Q�c w OCT N 1 W U Ld 0 2510 -_ _- 2510 (n ��E IDIAN* APPROVED FOR O IDAHO CONSTRUCTION 30 0 F15T 30 60 DATE: SCALE: 04/24/2020 A AS NOTED co CITY STANDARDSE PLANS DANDR SPECIFICATIONS SPECIFICATIONS. THISE EEN REVIEWED FOR REVEW DOES NOT RELEOVEPLIANCE WITHTHE OWNER, MERIDIAN DESIGN: DRAWN: ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE GRAPHIC SCALE JEB MGF FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, 1 inch — 30 ft. Horizontal RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF JOB NO.: FILE NAME: Q APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT FEET NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY 3 0 1.5 3 6 4468 4488-S-SAN-WAT-PH08 U ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE 2505 + + 2505 SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND REF. �'+�■ w -0 0 1 2 3 4 5 SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. NO.: V 5 _j GRAPHIC SCALE SHEET NAME 24 SEWER PROFILE VIEW - N BRASS COIN WAY DATE 1 i inch = 3 ft. Vertical NO.: 18 OF z N LORNWOOD A Z o a 1 T I T T T1 T ITS y � �� , I I � �= O �yb 'fir' > �I I-� C46 -1 Q L, m BLOCK 13 I I I Lj _L I O F j- I N �, W 0 I 3 I I I C43' o �, W PEWTER POINT DR w P 2 w 1 a 25 t 24 I 23 I I 19 I T1 T I FT 71 0i4.6 PG�c,� ` �\ 0 y S� �c��\ Q .� t STA. 0+66 I I I N S C47 w LEN. 50' I N INV. 2524.0 M M - I �I I �� � < dl N r s2 95 JLF �I �G o N 8 LF I _ �, W3 I / y ss w2 � wz N I ss N 9 LF W4 W7 \� W6 1 W1 11 LF W1 I C42 s QQ I W4 t 2 LF W8 W7 I45 LF 68 LF 31 LF $" I co 6 LF 22 LF r Oy C44 W Wi 8" 8"W \ I S3 W8 26 LF N 00 u, �Py u 9�. o ,�s_� �� , 0 N �� Lss o — �- 'M C46 C45 0S'�`� Z 3 s 5"ss � 0 S5 SSCO .�5 d I �8"SS "' C.> N w°0 >15"SS > 15"SS i � T(D_ -- N 0 18 ss ® I S5 SSCO 8.12 W4 O I _ iM Zco W — — S4 �15' W4 i SSMH 8.05 S1 + \ 00 I SSMH 8.03 S1 W DOUBLEROCK DR `� a W SSMH 8.08 S1 I a � 9 � C9 � I S1 SSMH 8.09 Z I N O I 3 L� _ _ I a —SS ; • N + y — I SHEET INDEX cc c o © 'Co N.T.S. N �; N a �* - I I I I • C N c0 SSA +ZN I I I w Z ; o Z Lf) Z wo SEWER PROFILE VIEW — N MALLORCA WAY SEWER PROFILE VIEW — W PEWTER POINT DR SEWER PROFILE VIEW — N LORNWOOD AVE a SEWER KEYNOTES S1 60" TYPE "B" STANDARD SEWER MANHOLE PER ISPWC SD-502. a N 3 S2 4" SEWER SERVICE CONNECTION @ 2% MIN SLOPE PER ISPWC SD-511, m INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. Z r i S3 EXISTING SEWER MAIN. re 2540 2540 2540 2540 2540 2540 Lu S4 FIELD LOCATE AND CONNECT TO EXISTING SEWER MAIN, CONTRACTOR TO W VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY Z DISCREPANCIES, REMOVE EXISTING CLEANOUT. (' S5 "T" TYPE CLEANOUT PER COM STD DWG S1. Z W z w Z�. 3: < N (0 O 000 g, .0 C 2535 -= z rn� 2535 2535 z N 2535 2535 �; o N N -- 2535 r7 co � w ? ao �' ' _ WATER KEYNOTES 00 � � 00 � N O Z Z O c6 O � N ^ O O 00 00 +� > j > N N N .O NLC) N =o PROPOSED GRADE = N z z ? W1 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST BLOCKING PER ISPWC OO On N N 00 00 O z O O N N - 00 +PO fin H N= N SD-403, VALVE BOX AND LID PER COM STD DWG W11. u z o N o^ ' 1 o N> AT SEWER cn <n F 00 O O Oi Z — O 00 +N Z Z H CO �0i Z — OU a Z 06 +N > _ II o0 0= 06 +N z o N z W2 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. 2 ON Z Z Z (ten _ _ iANO �N Z > Z N N�'oJ m d _ = PROPOSED GRADE `" "' o N M d ° - z - W3 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER fn H— N O � O �� Z U) H CV= CV (n (n E — U Q (/7 N d AT SEWER q EXISTING GROUND cn �a= PROPOSED GRADE M W W1, W , AN W . `n `n�°° AT SEWER � - - - AT SEWER - - - - - - - - W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.2 — — — — — — — — — — — — Z 2530 -_ _ 2530 2530 -= 2530 2530 -= 48" MIN =- 2530 W6 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO EXISTING 8" - - - - - - - - - - _ - - - - - - - EXISTING GROUND a - - AT SEWER WATERLINE, CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION BEFORE CONSTRUCTION. EXISTING GROUND N AT SEWER 48" MIN W7 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. o 48" MIN g" WATER W8 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM STD DWG W13. Q EX. 8" WATER 8" WATER 8.. WATER ((n 2525 2525 2525 -_ _- 2525 2525 -_ _- 2525 >_ o < z w N Q O O H O Q co I APPROXIMATE APPROXIMATE APPROXIMATE GROUND WATER GROUND WATER GROUND WATER Q Li 2520 2520 2520 -_ _- 2520 2520 -_ - 2520 C) LLJ E w Q O J = _ Q Y C� Z 0 00 g Z 0 0 co 0 J = .J o 2515 2515 2515 -_ - - 2515 2515 -- 2515 U Z Q --d ofpQ (10 Cf) Zo pzz Q Z Q J z z o 60<F 8ry � o V) 0 W w Sg pVC y cn 4.F ®S j2510 2510 2510 8 p�� ® - -- 2510 2510 -_ 009 -- 2510 w W V S0, Q w 0 > � � 0 � o w M N I..I.J Z ¢Q z W � 114 L.F. 15" P.V.C. (� 0.20% D z z Q s 2505 2505 2505 -1 2505 2505 -1 V + 2505 E):fUlf U -0 0 1 2 0 1 2 0 1 2 LJJ O Oo SEWER PROFILE VIEW — N MALLORCA WAY SEWER PROFILE VIEW — W PEWTER POINT DR SEWER PROFILE VIEW — N LORNWOOD AVE N W ¢ U Ld Y Cl) z z n E MAN* APPROVED FOR CONSTRUCTION 30 0 FEET 30 60 DATE: SCALE: 04/24/2020 A AS NOTED THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, GRAPHIC SCALE DESIGN: DRAWN: ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE JEB MGF FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, 1 inch = 30 ft. Horizontal RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF JOB NO.: FILE NAME: APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT FEET 4468 4468-S-SAN-WAT-PH08 NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY 3 0 1.5 3 6 ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND FF: C/�4.6 SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. : GRAPHIC SCALE NAME DATE 1 inch = 3 ft. Vertical SHEET z NO.: 19 OF 24 N LORNWOOD A 4 H + 1—P C c CO) �v �a � 6p 0 LfhVOf 11- L L I cis U �� W � W PEWTER POINT DR �P Z w 1-I —I 1 �� T-I C4s6 SpGk,Q C47` 01 s�y� S �`�� CD 0`� L L1 LI _L I I a„p1 � 8"pl I � O 1 I ' BLOCK 12 a^PI �� GJ' z 151'GI l� a„PI 15 G1 _ ON�Q� �O -8"PI 8"PI � I ^^AA�I� C�S� 09 /� �� 15"GI 06 `\ C42� �Qe` 1 / / /1 1 J \ \ - 15"GI � 15"GI �� 15"GI ® ti � z W2— w1 12•w \ C44 �Py Lu s+oo \\ C46 �� Z W3 W5 — — — — — '�p C45 1+37 LF 33 LF 13 LF W2 t" ` \ V y�c�� 0 � 50 12•w 12.W 238 LF w -1 = co I o — 2+00 12`W 12"W 12'w W5 15 LF 12 5+00 _ a Z GMo W DOUBLEROCK DR `° W o 12'ss -+ +00 n S3 SSCO 8! — — O T— 4+ 7 LF— _ H00 W1 W5 / �9 a I • _ # W4 3 �, N RUSTIC OAK WAY 7 LF 00 I SSMH S1 Z 0 — — __— a SHEET INDEX > 0 0 ° �, � r SEE AGE BE B a"P\ BLOCK 13 N.T.S. N +f 04 , + I i I n b I I $'PI — 8'PI — 1 — — — — I + I 0 . O I I CN 8„PI 8"PI 3 I Z W C H I BLOCK 22 MH 8.16 I Z O I 43 Z SEWER KEYNOTES S1 60" TYPE "B" STANDARD SEWER MANHOLE PER ISPWC SD-502. SEWER AND WATER PLAN VIEW N RUSTIC OAK WAY S2 4" SEWER SERVICE CONNECTION ® 2% MIN SLOPE PER ISPWC SD-511, • INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. Z r� S3 "T" TYPE CLEANOUT PER COM STD DWG S1. Fe W W 0 I I W 2535 o v v 2535 Z N WATER KEYNOTES co o M m o PROPOSED GRADE N �, N , C) N W1 12%12%8" TEE, 1-12" GATE VALVE, AND 1-8" GATE VALVE WITH THRUST o r o c i AT SEWER BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. = ± z =p EXISTING GROUND `n I > > AT SEWER — — W2 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM o ± z Ln c~n ? ? Z _ - - - - - STD DWG W13. — — — — (n H �N - -' N Ny� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W3 TEMPORARY SEWER AND WATER EASEMENT. W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.2 2530 =- 2530 W5 11.25' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. 48" MIN W6 REMOVE EXISTING BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 12" 12" STORMWATER LINE, CONTRACTOR TO VERIFY EXISTING SIZE AND LOCATION z DRAIN EX. 12" WATER BEFORE CONSTRUCTION. w 12" WATER Cn 48" MIN o F__ 8" WATER 2525 =- 2525 Q 8' WATER m _ APPROXIMATE N GROUND WATER 0 Q w co N O O 2520 =- 2520 o co N Q W L E 0 I ' I O C J Q Q 2515 2515 0 00 Z O CIO = o U Z Q ~ o Q Q � Z 0 z z oo Y Q 2510 J Q z 0 12 P.V.C. ® 0.25� O r ^ � 2510 V J i W Q i U af z Q W 0 N Eli` I m 2505 V V V 2505Ld Z 0 1 2 3 4 5 6 7 w Q V r ^!17 z i SEWER AND WATER PLAN VIEW — N RUSTIC OAK WAY Ld LLI U Ld o Un z �rE IDIAN* APPROVED FOR O I D A H O CONSTRUCTION 30 0 F 15T 30 60 DATE: SCALE: 04/24/2020 AS NOTED co THESE PLANS CITY STANDARDS ANDR SPECIFICATIONS SPECIFICATIONS. THISEREVI W DOES NOT RELEVEPTHE OWNER,EEN REVIEWED FOR COMLIANCE NTHMERIDIAN DESIGN: DRAWN: ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE GRAPHIC SCALE JEB MGF o FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, 1 inch — 30 ft. Horizontal J( RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF JOB NO.: FILE NAME: Q APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT FEET NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY 3 0 1.5 3 6 4468 4468-S-SAN-WAT-P10 u ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE I- SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND I I I I REF. /� ■ w v SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. NO.: `'F 0 GRAPHIC SCALE NAME DATE 1 inch = 3 ft. Vertical NO.: 20 OF 24 z z o o � P= U M � y 7 16 20 I zo � 0/,, w 4: LLJ I I oz — IN 0W � 20 1 I Q z I a 6 / / / 16 13 i 7 I I� J FUTURE PHASE — / _ — 21 Lu 7 KEYNOTES Z `� ` \ 1 EXISTING PRESSURE IRRIGATION MAIN TO PROTECT IN PLACE. ❑ FUTURE PHASE � > / BL 1 \ O2 EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. Q Z 00 s / 16 0 22.5° BEND WITH THRUST BLOCKING PER ISPWC SD-403. W CONNECT TO EXISTING 6" PRESSURE IRRIGATION MAIN. CONTRACTOR TO VERIFY PIPE �e 43 SIZE AND LOCATION. Z O5 4"X 4" TEE WITH 1-4" GATE VALVE AND THRUST BLOCKING PER ISPWC } 2:c 0 W a I \ ,0 � / ,2 ss ❑ � \ � / \ SD-403.O — cv 6 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. \ = O \ � \ 15 11 / El \ �� \ 0 'V PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. N N 17 r• �, ❑ • C cn ao 20 6 / \ 7 \ 5: q ® 10' C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE IRRIGATION U • NO \ / NOTE 1 ON SHEET C1.2. Lu (D .. FUTURE PHASE I \ ,�. ® \ \ / \ z �, L 12 LF PVC / �.Q� 7 / O9 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE IRRIGATION Z W 6 20 15 ❑ \ \ \ / NOTE 1 ON SHEET C1.2. • Z 1,.sS/ \ 52`F 7 \ 10 PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT LOW POINT OF l91 ❑ �P� �+ 11 PRESSURE IRRIGATION SYSTEM. a -C `'J 11 I— — 15 i 11 11.25° BEND WITH THRUST BLOCKING PER ISPWC SD-403. • 15 LF PVC / r' \ O \ ° 3 .10o, T 7 \\ 7 •p�v� \ 4 \ 12 90° BEND WITH THRUST BLOCKING PER ISPWC\ SD-403. Z 0 1tiss ❑ s. 45` BEND WITH THRUST BLOCKING PER ISPWC SD-403. W a y g \� El \ • ��/ W 15 11 \ \ �� \ Z 14 6" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. PG� s 6 pq W � 12 ,` S / \ 15 4" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. 6 / 7 ` �1& 6 �\ 7❑ 21 11 16 \ � 6\ � 11 S \ 8" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. Z / " F BLOCK 22 �F QVG ` # 8 L° \ G � 15 s+ s ❑ / 7 \ \ a� s \ �� 7 8"X 4" TEE WITH 1-4" AND 1-8" GATE VALVES AND THRUST BLOCKING PER of17 14 20 11 0� 1�s ` / lA ISPWC SD-403. 70 LF PsV,C � ❑ $ s 15 \ / $ss 3 �6 x ❑9 7 a� 06"X 4" TEE AND 6" 11.25° BEND WITH 1-4" and 1-6" GATE VALVES AND � 1� THRUST BLOCKING PER ISPWC SD-403. 7 BLOCK 31 ` 66 / �G 11 N / 19 A 0 \ ` Q�RS�S 19 CONNECT TO EXISTING 8" PRESSURE IRRIGATION MAIN. CONTRACTOR TO VERIFY y �� \ PIPE SIZE AND LOCATION. INSTALL 8"X 6" TEE AND 1-8" GATE VALVE AND / THRUST BLOCKING PER ISPWC SD-403. /\ ❑ / G ` ss 14 t ` / 20 CAP OR PLUG AND MARK END OF IRRIGATION LINE. 6 ❑ 3 25 10 sA� 19 12" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE IRRIGATION 61A 8 ❑i �p� 18 \ S \ A '�G� 21 NOTE 1 ON SHEET C1.2. p / / 9� \ / ® \ 2 O \ a7 6 L '94- 7 �:11 Q A, q\ 7 / 11 14 11 14 \ 6 P\ Cn _ _ ❑ 1 s 4 27 / 2 cc) a e� C) �- < sN 3 sA i / S BLOCK 13 0 C6 I 5 s N Q \ ` I ❑ \ \ // ❑ BLOCK 13 s a w co / 39 Q w 6 --C\j - s 23 2 28 / / ass # / 13 \ ` eW BLOCK 14 // U O ass 0 I �/ 2 2 Q J s 0 slp ` z 0 29 0 $ss 4"PI 4 ' 14 // 38 EXISTING OAKS NORTH Q 2 30 m SUBDIVISION NO. 2 o 00 13 ❑ / U 7 / 31 �� z O 0 n 16 LF PVC O O Q s� s Pcf) 1 \ Z Q � co y� 2 204 CF p�0 6 3 � \ ..Q� � CD z � 00 ( ) O � �: • w 0 S Oz 8"W 8"w 5 s LJ 3 co W m 2 Q` lb 0 W W N W DOUBLEROCK DR s"ss � 1..1..1 a_ �_ \M I S / = =) tY w 8t sN W Q c N ^ / J \ LdL_j V z 2 s If O If O s a 3 00 r �o N n U u) EXISTING OAKS NOR H � 2in U) z 33 Y SU DIVISION NO. 2 35 o S 34 ❑ a N DATE: SCALE: a0 w 04/24/2020 AS NOTED � 2 DESIGN: DRAWN: j 1 UL JEB MGF/KL II = ° JOB NO.: FILE NAME: o I I \ 50 0 F 25T 50 100 4468 4468-S-PIRR-PH08 GI GI` II CREASON LATERAL = s"Pi 10"Pi o u 4 o GI< GI NO. C5.1 w o GRAPHIC SCALE 1 inch = 50 ft. Horizontal NOES 21 OF 24 z z o o � U M �p w — I - -I Q d, \ \ SL# 54216 C 1 O �b FUTUR� PHASE a I I I I I W J FUTURE PHASE KEYNOTES o N INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II LUMINARIES �p / / \ PER COM STREET LIGHTING DETAIL 6A Q Z 00 EXISTING STREET LIGHT LV — — — � � � 1 SL# 54226 C \ � � � / STREET LIGHTING NOTES Z T T T T T \ \ \ � 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT � 5- � � O Z ❑2 \ VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND W — cv � O O I I I � goo THE NATIONAL ELECTRIC CODE. \ �� \ / ❑3 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE N a) \ THE ONLINE CITIZEN PORTAL AT https://citizen portal.meridioncity.org/Citizen Access/ TO \ CO:OPEN A PERMIT AND REQUEST INSPECTIONS. • U �; p \ �A SL# 54225 C ® �\ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, \ Z 0 .i LO 12 / BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. Z w p \ / / 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE Z — � � " ❑ � � \ ``` / HYDRANTS AND 2'MIN. FROM WATER METERS. J -C a • / 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS 3 BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR M 4 SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO O FUTURE PHASE 18 \\ \ REQUESTING FINAL INSPECTION. Z M F © \ • ` 1 SL# 54217 C 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR W \ / QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. \ Z W / SL# 54224 1 4k 1 s Z /® \ *--0 SL# 54218 C El \ 14 43100orlo \ ❑ \ BLOCK 31 / i \ 10 \ \ zo O� / 25 / BLOCK 220 SL# 54219 C 42 0 con I \ \ w 0 ' \ \ \ 41 i SL# 54223 C Cn 40 24 �Q SL# 54222 C QCD \ o o BLOCK 14 5 w I 00 6 \ \ \ \ \ / 39 / .f, Q w BLOCK 13 \ 1 SL# 54220 C� ��� / O � + 0 29 T: 7T \ / / // 38 EXISTING OAKS NORTI� ~ Cxj / /• ❑ 2 \ Z SUBDIVISION NO. 2 �\ _ o El- z I I • O Q / \ CAE IDIAN* APPROVED FOR z ^ -� \ \ CONSTRUCTION z z � I .L \ z _Q Qo THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN z 0 CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, co I ® / V� ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE w O W \ / / FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, � SL# 54221 C 1 = / \ RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT V NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY J Q ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE \ \ SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND O / m z \ SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. Q 2 / \ / \ W Q 3: \ / NAME DATE W W M 2 N W DOUBLEROCK DR 36 \ 1 1 1 w o — z — w 2 (n V o I • o c o I I \ (Lli n z EXIbTING OAKS NO TH 33 u I SUBDIVISION NO. �2 0 I I I ❑ 35 I I 0 34 \ DATE: SCALE: 04/24/2020 AS NOTED 2 I I DESIGN: DRAWN: JEB MGF/KL • JOB NO.: FILE NAME: o — i FEET 4468 468-S-LIGHTING-PHO CREASON LATERAL 2 — — — — 5o a 25 50 goo w NO. C3.1 _j o GRAPHIC SCALE 1 inch = 50 ft. Horizontal NOES 22 OF 24 z o M co FUTUREI PRASE / / �� �o 0 w \ I o z 0 >- N �, P 2 w \ I / \ / / W \ p \ 3 / / I x _ 3 °\ — o 8 1 It _ — - J 10 7 �� \ Q co m 9 ® W 0 FUTURE PHA% 9C-1 4 \ Lu C, ❑ 7 w ; N FUTURE PHASE , 3 / ? N I I � I I \ A / o � Z wo I Z °� _ \ \ 4 O 4 \ 1 BL 1 i a 14) 0 • \ 57' W � �/ \ \ 4 SIGNAGE KEYNOTES \ W Z 0 INSTALL STREET NAME DESIGNATION SIGN 73 / 's• Z 6 \ • \ O2 EXISTING STREET NAME DESIGNATION SIGN W INSTALL TYPE II TERMINUS BARRICADE PER ISPWC SD-1132A (ACHD SUPPLEMENT) AT END OF SIDEWALK. INSTALL TYPE III TERMINUS BARRICADE PER ISPWC SD-1132B Q SUPPLEMENT) EA TTIH "ROAD TO BE EXTENDED IN THE FUTURE SIGN ATTACHED TO BARRICADE. o INSTALL STOP SIGN AND STREET DESIGNATION SIGN STRIPING KEYNOTES / ❑9 / QR 8 ��C� \ © INSTALL 8" WHITE BIKE LANE AT INTERSECTION STRIPE PER , \ QQ��S�ON�' / 4\ 97 DETAIL 203 F ACHD STANDARD TRAFFICSTRIPE DETAILS INSTALL 8" SOLID WHITE BIKE LANE LINE PER DETAIL 15 OF / • i ACHD STANDARD TRAFFIC STRIPE DETAILS TS-1112.03. zo 7 ® INSTALL BIKE LANE ARROW SOLID (WHITE), (PER LATEST EDITION OF ACHD TRAFFIC DWG. STD. TS-1113.04). ❑3 / i 10 \ 11 O9 INSTALL SOLID WHITE BIKE LANE SYMBOL PER ACHD o STANDARD MARKING DETAILS TS-1113.04. 9 # 42 10 INSTALL 24" SOLID (WHITE), STOP BAR, (PER LATEST EDITION BLOCK 31 25 / / / \ . OF ACHD TRAFFIC DWG. STD. TS-1112.03). 26 11 MATCH EXISTING BIKE LANE STRIPING. SIGNAGE AND STRIPING NOTES w \ \ 4 _ \ � / \ \ 1. PRIOR TO INSTALLATION OF SIGNS CONTACT ACHD INSPECTION TO COORDINATE ALL SIGN a � # 1 # / 40 LOCATIONS. o 24 \ 12 / ❑ \ 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND OBTAIN A RIGHT N 27 / \ OF WAY PERMIT PRIOR TO SIGN INSTALLATION. \ o N3 / 3. STRIPING SHALL COMPLY WITH SECTION 1104 OF THE I.S.P.W.C. AND THE ACHD \ \ \ SUPPLEMENTAL PROVISIONS. Q w 5 ' 4. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING, EVEN IF NOT SHOWN ON PLAN. o I \ ` \ / 39 5. FOR STRIPING AND PAVEMENT SYMBOLS SEE LATEST EDITION OF ACHD TRAFFIC STD. ❑6 ` 23 \ Py DETAILS TS-1112 AND TS-1113. Q 6. BIKE LANE SYMBOL SHALL BE PLACED IMMEDIATELY AFTER INTERSECTION AND THEN APPROXIMATELY EVERY 500 FEET. 00 z PLANS ARE ACCEPTED FOR p = 00 0 29 EXISTING OAKS N00i \ PUBLIC STREET CONSTRUCTIONLLI z SUBDIVISION NO. 2 \ / BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES Q Q / 38 THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. z O / • \ VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT Q IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE LLJ 0 Z \ THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. / ^ 00 \ / // 31 \ LJ z Q NAME DATE Q z 0 j \ \ / \ ADA COUNTY HIGHWAY DISTRICT Z , ^ �W v , O w 9� V CD Q I \ / THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL / /� 1 ^ \ h 37 CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF V / — v J \ PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS • / / / OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN \ # a \ APPROVED TOHEL PRIGNG ECT:ARIANCNONELISTED BY DATE AND SHORT DESCRIPTION, WERE � D/ O m - / \ \ / / / W Cn Ld m N w 2 D � � � z w W DOUBLEROCK DR 0 z o \ \ I / / 06 I - I z 2 EXISTING OAKS INORTH / � Cn SUBDIVISION 0. 2 o I _ N DATE: SCALE: I I I I I 04/24/2020 AS NOTED � I I I 33 DESIGN: DRAWN: j I I I ❑ 35 I I JEB MGF/KL o I 34 (JOB NO.: FILE NAME: 50 0 F 25T 50 100 4468 468-S-SIGNAGE-PHO I REF._ NO.: ■ -D I ° GRAPHIC SCALE i CREASON LATERAL 1 inch = 50 ft. Horizontal SHEET 23 24 NO.: OF Z. Z ��\\ \ N LORNWO0 AVE Cn 0 w \\\\\\\ -pb I W� I ` I'v t N �<v Lu 0 \� R / v> Q LJ L-t J—I -L I� _ J G4 \ \ I 00, I / �v�� FUTURE PHASE Z CN (10 / \ \\ 3 � ✓ I / Q Z co al a W o / _ I \\�\\ \\ \ I / W DOUBLEROCK DR �� o N O pl ti� o G6 / \\\ I EX GI G1t� W • cV O ® G3 GI MH 4 I \\�\ G2 1`' > � 0O O SHEET INDEX 4 IL.F. I '�\ \ G3 GI MH 2 I / rn/ 1 D N.T.S. N 15 qpS ® _ / G3 GI MH 3 I \ \\ c U 15"GI 0.219, t< BLOCK 12 \ .d f 11 O N O -' G$ rn 15 W N Z LU .i H 15"GI � 224 L.F. ADS ® 0.21% � � 103 L.F. ' ADS ® 0.21% �° � G1 15"GI FINISHED _ 18g +00 15"GII t5"d 2+0 187° -1 11 GRADE Z W C) G3�1'1aFH 5� 4+00 5-GI �� 15"GI � 15"d ® � 3+00 G4 • Z i 188° _ N / G4 G5 3 # 12"w 12 1 I I=1=I I m � 12"W N Z m' 12'W / — �72„SS� a — - 1 _ _ N RUSTIC OAK Fe WqY W W Z Go —1 1 I_ I \� T1I �=I I I W 44 � Z \ \� + a SEEPAGE BED B 1 8" BLOCK 13 8"PI I _ $„PI _ TEMPORARY GRAVITY IRRIGATION DITCH o� �_ 8„PI + 8"PI CO 1 I 15" GRAVITY IRRIGATION PLAN Z 0 GRAVITY IRRIGATION KEYNOTES U G1 REMOVE 13 LF OF EXISTING PVC IRRIGATION PIPE. N w 0 G2 CONNECT TO EXISTING GRAVITY IRRIGATION BOX. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO START OF CONSTRUCTION. 2540 5 2540 G3 INSTALL PRECAST CONCRETE CATCH MANHOLE PER ISPWC STD DWG SD-611. < � wZ REMOVE 463 LF OF EXISTING CONCRETE DITCH PER GEOTECHNICAL REPORT. —COz w,� o m N 00 v o N 0 00 G5 REMOVE EXISTING CULVERT. N N M ap N N � N ^ N CD °,�° N m + ~ G6 INSTALL 15" PREFABRICATED FLARED END SECTION. cD d N II N N N N N +� II � N _ O Z W) +,' z o 4 N II +M �, N ? o x > > G7 CONSTRUCT TEMPORARY GRAVITY IRRIGATION DITCH FROM GRAVITY IRRIGATION < N �? � cliN o = N z =o N z =o N z z w N z z PIPE TO EXISTING IRRIGATION DRAIN DITCH PER DETAIL 1, THIS SHEET. Q + c5cnRz z :2Q II OLO N II CD Cn Fr z m c� cn of — H a 2535 11 2535 II > `n ``' N W � � Q W d d \ G7 _ ��11 --ADS��F0.22% O — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ J = V �309a - - - - - - - - - - - - - - - - - - - - - — — J INV.=2532.25 C) EXISTING GROUND O 2530 PROPOSED GROUND PIPE CENTERLINE 2530 PIPE CENTERLINE 10 L.F. 15" rye Z ADS 00.21% 11S @ W 15" 99 L.F. 15" ADS ® 0.21% 63 L.F. 15" ADS ® 0.21% ADS .21% T 0 I, 50 L.F. 15" 220 L.F. 15" ADS 0 0.21% y O ADS 0 0.21% U z � DQ Q � Z J Z Q 2525 2525 z o — _ _ 0 Ld < APPROXIMATE O V) GROUNDWATER ELEVATION z Q p > m Y 0 Ld /'Y1 N i 2520 7+50 20 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 z ~ V z 15" GRAVITY IRRIGATION PROFILE _ > Q U z � Cn v; FEET 30 0 15 30 60 DATE: SCALE: 04/24/2020 AS NOTED GRAPHIC SCALE DESIGN: DRAWN: j JEB MGF 1 inch = 30 ft. Horizontal z JOB NO.: 1468-S-GIRR-PHO] ILE NAME: FEET 3 0 1.5 3 6 4468 s REF. ■C NO.: V 2 1 _j GRAPHIC SCALE 2 1 inch = 3 ft. Vertical SHEET24 NO.: OF 24 ) z