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CC - Construction Drawings Z O 0 c m U Z w Know what's below. �' `moo r �ybo om Call before you dig. o zCALL 2 o ADVANCE BUSBEIFORE YOU DIG,NESS DAYS IN bicPi1�yO� SAP J��2 Uj Q GRADE, OR EXCAVATE FOR THE THE OAKS NORTH SUBDIVISION NO , �d l MARKING OF UNDERGROUND a MEMBER UTILITIES oZ GENERAL CONSTRUCTION (CITY OF MERIDIANS MERIDIAN IDAHOROADWAY (ACHD 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 0D SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND THE ACHD ' NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE Z SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. DISTRICT. W 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD AND ACHD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION X SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Z CONSTRUCTION (AVAILABLE ON THE WEBSITES). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED A MINIMUM OF m 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. cfl 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN AND ACHD ON SITE AT ALL TIMES. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR Q Z co 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. W. CHINDEN &VD. SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. W p 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL TWENTY FOUR (24) HOUR PRIOR NOTICE. BE TACKED WITH EMULSION PRIOR TO PAVING. LO 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. Z 0 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN I I I v 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE 1 L I WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. LLI� ON NO. THE OAKS NORTH 1 T i 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK > 4� O O 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF I IMPROVEMENTS. Ix fo O I SUBDIVISION NO. 9 -_ 41 CONCRETE; (D) PLACING OF ASPHALT PAVING. \ r _ I I I �__-T t=-- - 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 (1) FOOT SEPARATION R n U) N ' 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH I I r04 l I' J __ I-I I-I-I 71 I BETWEEN BACK OF SIDEWALK OR CURB IF NO SIDEWALK AND THE LEADING EDGE OF ANY FIRE HYDRANT. U U • to ap INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED I I I �I'LL I I - I ITI I I� rl I I� 9 1 1 ( ) O O 1 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD �j V N CONSTRUCTION PLANS. I I ��7�� - INSPECTOR. /� w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. �I I I �_ ���I-I u Z v� r 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. w p 11 DEPARTMEPRIOR TO NT.GIANY DEVIATONNING LNANIOSTREETN OF TLGHT LEET IOCATIONSEFROM THIEAAPPROVEDCPLANSTOR HMUS ALL�BEAIAPPROVEDN AN C IN WRITING,CAL MFROMIT O HEHCITBUENGNNEERVISION OF THE MERIDIAN PUBLIC WORKS I 1 T n T r1� �17 T n7 7 T FI+17 T n7-7-7�7-r T�i �- i A \ � \J-�Y� m'/• 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD Z i 1L1.11LI.1LU L1_ I.ILLI I LLL �--L�, I I 1 \ JUMP CREEK DRAWINGS: (CURRENT EDITION) • Q 12. THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED BY TOPOGRAPHIC SURVEY OR AVAILABLE RECORD INFORMATION AND ARE SHOWN IN THEIR 1 I I L -I-l- I � J APPROXIMATE LOCATION FOR REFERENCE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, ELEVATION, SIZE, AND MATERIAL TYPE OF ALL EXISTING UTILITIES WITHIN THE I I L fll T rI-1 T ri7 T n rl T F17 T�_r T I� r r- -_ _�_ �� �� \ 111 J SUBDll9SlON NO. 3 A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET, a PROJECT LIMITS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES CAUSED BY FAILURE TO LOCATE, INACTIVATE, ABANDON, OR IH+�I� +H �-I-I �I�+H L�-� \� J �� \��� ���\ \ L 1 B. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. • 3 PRESERVE EXISTING UTILITIES. I r-4 LJ 1 LU 1 LI-1 L U U L LU \ \ > \ rr> I - i ✓ I _�/� C. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. 1 (?�!7T I7rn�n7T-n� WATER (CITY OF MERIDIAN) L�1J 1 IJ 1 LU LIB 1 LIJ 11���\ �k \\\������\�� \ --i 1 / F \�1- I D. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. I Z_ o 1 l \ \ j� �F -I E. PEDESTRIAN RAMPS ISPWC SD-712A AND ACHD SUPPLEMENT TO ISPWC SD-712G. L a 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS r- '\ y , \ , \ FU] AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. I I--�� y\ �\ \� `��\ \\i��/j '� \\ 1 I I I F. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. LU 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. I J-, �( y< i\ \� i \�L 1 J JUMP CREEK G. STANDARD CATCH MANHOLE, ISPWC SD-611. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL �T-T-T7 X ^^ \i ^ SUBDWSION NO. 2 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND THE OAKS NORTH l I I I I 1 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES L L / 1SU7'70N NO. 3 Q BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY WZ IDAPA 58.01.16 I ?�I I / \ �( }-� I I I I O W ( ) O I V \111 \�� \ '\ r I T I I I I �I NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR Q I \ U J-I-L L L L 1-i J I 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY THEIR RESPECTIVE CONTRACTORS. ALL A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN BM #1�14' T T T T \il- REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE J Z ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). zz I ---- \ / )-T T 7 \ Q �c FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, Y �--- ---- ,' THE MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS AROUND SANITARY o 0 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE I T T T T T T T I I T T T T T-1 m SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA SWALES). W I THE OAKS NORTH �� J �L L LJ J COUNTY HIGHWAY DISTRICT SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE i SUBDIVISION No. 2 ] J = CONCRETE COLLARS. IIn��1�-rrrrrrr� INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. -I 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. SEWERCITY OF MERIDIAN). = 1 IF I I I I I I I I I I I 11 --1 16. CONTRACTOR SHALL INSURE PEDESTRIAN FACILITIES ARE CONSTRUCTED IN COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPES SHALL NOT EXCEED ( �J I J LLLLL-1-1-1-1-1 J J) 2.0%. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO I F_I I I I 1� FI I-T-T T T 7-f IN GENERAL CONSTRUCTION NOTE NO. 1. I I 1 1 I II I I I PAVEMENT REPAIR FROM UTILITY WORK (ACHD 7TnTTl I1 11744111 4T� 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. -------- 0 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL -------_= 1.1 L L i-L L J Ll i U 1 L U 11 CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES THE OAKS NORTH �I�T r�T rl�T�l 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY Q (IDAPA 58.01.16). I I SUBDIVISION NO. 1 ICI I I I I I I I I I I I I I 11�1 EQUIPMENT DURING TRENCHING OPERATIONS. Z I IIII I I I I I I I I I I I I I I I III 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR 1 1 � U 1 LIB 1 L LI_L L u 1 L LY 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. m a- A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN I � 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL N I �I-ITTnn7Tl-ITTn ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. cn 1LI-iLULU1LUJ_LI111 0 w 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, --------------- _______ 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET w DRAINAGE SWALES). W. MCMILLAN ROAD +i. x COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. Q ROADWAY (ICITY OF MERIDIAN) BM #2 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR STORM DRAIN (ACHD)^ (24) HOURS PRIOR TO ANY CONSTRUCTION. 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. VICINITY MAP PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT SCALE: 1"=500' 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY, AND PREVIOUSLY, APPROVED IN WRITING BY THE DISTRICT. LOCATED IN S 1/2 OF SECTION 28 TOWNSHIP 4 DRAWINGS. 4. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS NORTH, RANGE 1 WEST, B.M. 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. CLAIM FOR ADDITIONAL COMPENSATION. MERIDIAN, ADA COUNTY, IDAHO 4. ALL CATCH BASINS SHALL HAVE AONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. 5. INSPECTION OF WORK WITHIN THE RIGHTS-OF-WAY SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. w ACHD INSPECTION SERVICES AT 387-6284. < SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING N0. SD-604A TYPE IV, SD-609 TYPE I. N Q 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP LINES. SEE SEWER NOTE NO. 12. WORK ORDER AND POSSIBLE TERMINATION. 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. Q w 8. ALL MANHOLES AND BOX STRUCTURES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH 9. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. SURVEY CONTROL LEGEND SHEET INDEX DETAIL, DRAWING NO. SD-301. 10. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED WATER TIGHT. HORIZONTAL DATUM: NAD 83 (ADJUSTED TO THE ADA MAJOR - O 11. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHTS-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL COUNTY H.A.R.N. SURVEY) EXISTING CONTOURS 1 OF 22 C1.1 COVER SHEET 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. _ FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED MINOR ----- 2 OF 14 C1.2 EXISTING CONDITIONS AND SITE DEMOLITION PLAN Q FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). VERTICAL DATUM: NAD 88 3 OF 22 C2.1 OVERALL GRADING PLAN C) MAJOR 4 OF 22 C3.1 STREET PLAN AND PROFILE - N. SUGAR MAPLE WAY EARTHWORK 12. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. BM 1 PROPOSED CONTOURS 5 OF 22 C3.2 STREET PLAN AND PROFILE - W. GREEN OAK DR PRESSURIZED IRRIGATION (CITY OF MERIDIANS MINOR 6 OF 22 C3.3 STREET PLAN AND PROFILE - N. BLACK WALNUT WAY ELEVATION = 2529.26 N: 724506.8 1. EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ISPWC AND THE RECOMMENDATIONS PROVIDED IN THE � 7 OF 22 C3.8 DRAINAGE DETAILS z 5/8" REBAR PLS7729 E: 2433987.9 8 OF 22 C4.1 OVERALL UTILITY PLAN GEOTHECHNICAL ENGINEERING REPORT FOR OAKS NORTH SUBDIVISION PREPARED BY MATERIALS TESTING AND INSPECTION, DATED 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. +2532.35 FG ELEVATION 9 OF 22 C4.2 SEWER AND WATER PLAN AND PROFILE - N. SUGAR MAPLE WAY JULY 20, 2018. O 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE BM 2 a•w PROPOSED 8" WATER MAIN 10 OF 22 C4.3 SEWER AND WATER PLAN AND PROFILE - W. GREEN OAK DR 0) U APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ELEVATION = 2543.36 N: 72313.07 11 OF 22 C4.4 SEWER AND WATER PLAN AND PROFILE - N. BLACK WALNUT WAY 2. CONTRACTOR IS RESPONSIBLE FOR DUST, EROSION, AND SEDIMENT CONTROL DURING CONSTRUCTION. " PROPOSED WATER SERVICE LINE 12 OF 14 C5.1 PRESSURE BRASS CAP E: 2438785.1 13 OF 14 C6.1 STREET LIGHTING IG TI IRRIGATION PLAN 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 (HORIZONTAL:VERTICAL) UNLESS OTHERWISE SHOWN ON THESE PLANS. ~ C) PRESSURE IRRIGATION r+ PROPOSED SINGLE WATER SERVICE 14 OF 14 C6.1 STREET SIGNAGE LJ Of O Q ,r 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF ABBREVIATIONS PROPOSED DOUBLE WATER SERVICE LiJ 0 z Z TWO-AND-ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CB CATCH BASIN • PROPOSED FIRE HYDRANT = z Q CROSSINGS PRIOR TO BACKFILLING. C) CL CENTER LINE ►� PROPOSED WATER VALVE ROADWAYS SEWER & WATER (� Z - 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF EG EXISTING GROUND B PROPOSED WATER BLOW OFF ADA COUNTY HIGHWAY DISTRICT CITY OF MERIDIAN O W LLJ TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL FG FINISH GRADE ae•ss PROPOSED SANITARY SEWER MAIN SUITE31 NORTH ORCHARD STREET, 33 EAST BROADWAYB AVENUE ��E IDIAN APPROVED FOR Y 5E SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) GB GRADE BREAK (- IOAHa L i AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ss PROPOSED SANITARY SEWER SERVICE LINE BOISE, IDAHO 83706 PHONE: (208) 887-2211 �� CONSTRUCTION O > GI GRAVITY IRRIGATION ® PROPOSED 48" SANITARY SEWER MANHOLE PHONE: (208) 387-6100 THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN > - m 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS GWE GROUND WATER ELEVATION NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING HP HIGH POINT ® PROPOSED SANITARY SEWER CLEANOUT CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, U w ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 4w1 awl PROPOSED 4" PRESSURE IRRIGATION LINE ENGINEER DEVELOPER FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, THE WASTEWATER RULES (IDAPA 58.01.16). IRR IRRIGATION s•PI awl PROPOSED 6" PRESSURE IRRIGATION LINE ESE CONSULTANTS, INC. TOLL SOUTHWEST LLC RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF IDAHO STANDARDS FOR PUBLIC APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR ISPWC JUSTIN BOZOVICH, P.E. ADAM CAPELL NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY WORKS CONSTRUCTION 4..P 4,.P EXISTING 4" PRESSURE IRRIGATION LINE 3103 W. SHERYL DRIVE, SUITE 100 3103 W. SHERYL DRIVE, SUITE 100 ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE Z NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP MAX MAXIMUM 8"PI 8 PI EXISTING 8" PRESSURE IRRIGATION LINE MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND OF THE PIPE. MIN MINIMUM SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. PROPOSED PRESSURE IRRIGATION SERVICE jbozovich®eseconsultants.com acapell@tollbrothers.com 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. PC POINT OF CURVE PROPOSED PRESSURE IRRIGATION VALVE PHONE: (208) 955-6555 PHONE: (208) 424-0020 NAME DATE OCT N 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO PCC POINT OF COMPOUND CURVE EXISTING PRESSURE IRRIGATION SERVICE POWER IRRIGATION DISTRICT U BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. PIRR/PI PRESSURIZED IRRIGATION I EXISTING PRESSURE IRRIGATION VALVE IDAHO POWER CO. CREASON LATERAL ASSOCIATION PLANS ARE ACCEPTED FOR L 7. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE CONTROL CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH TWO INCHES BELOW THE PIPE. CONTROL CABLE SHALL RUN PT POINT OF TANGENCY 36"GI EXISTING 36" GRAVITY IRRIGATION LINE VIC STEELMAN 8478 W. MCMILLAN ROAD PUBLIC STREET CONSTRUCTION SD STORM DRAIN 1221 W. IDAHO STREET MERIDIAN, IDAHO 83646 FROM THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE LOCATION. PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX. INSTALL 3o"GI EXISTING 30" GRAVITY IRRIGATION LINE BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES BOISECONTROL CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. SS SANITARY SEWER PHONE: IDAHO(20 83702 THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. is�cl EXISTING 15" GRAVITY IRRIGATION LINE PHONE: (208) 388-2323 VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT DATE: SCALE: COORDINATE THE 2-WIRE CONTROL CABLE INSTALLATION WITH THE DEVELOPER. SDMH STORM DRAIN MANHOLE EXISTING 60" GRAVITY IRRIGATION MANHOLE IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE 11/24/20il 1" = 30' THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. 8. THE ENGINEER OF RECORD SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH SSMH SANITARY SEWER MANHOLE EXISTING 4'X4' GRAVITY IRRIGATION BOX DESIGN: ]DRAWN: THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. STA STATION PROPOSED STREET LIGHT PRESSURE IRRIGATION NAME DATE JB KL/DR 9. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED FIFTY (150) POUNDS PER SQUARE INCH (PSI) WITH ALLOWABLE LOSSES IN ACCORDANCE WITH THE ISPWC. TVC TOP VERTICAL CURB + PROPOSED SIGN THE OAKS NORTH HOA ADA COUNTY HIGHWAY DISTRICT (JOB NO.: FILE NAME: TRC TOP ROLLED CURB 3103 W. SHERYL DRIVE M°F�.�" 4468 4468-S-TITLE-PHO9 10. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTERS, OR SIDEWALKS. VOL VOLUME SL# 53909C PROPOSED STREET LIGHT NUMBER MERIDIAN, IDAHO 83642 THE ENGINEER of RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL PHONE: (208) 424-0020 CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF ❑ ❑� REF. C 1 .1 11. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED BY THE OAKS NORTH SUBDIVISION HOMEOWNERS ASSOCIATION. W WATER PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS N ` NO.: WSE WATER SURFACE ELEVATION OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE SHEET 1 14 12. THE SECONDARY IRRIGATION WATER SUPPLY WILL BE PROVIDED BY AN IRRIGATION WELL, PER THE OAKS NORTH SUBDIVISION NO. 1 PLANS. APPROVED FOR THE PROJECT: NONE NO.: OF �i O — F P U N Of 0 �� 0y 7p LLJ U �p by i5 C) J u- CO Z �pdd � JJ i Q CL - O z KEYNOTES 01 J O1 EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. I � Z O2 PROTECT IN PLACE, PRESSURE IRRIGATION PIPE AND VALVES W x O3 PROTECT IN PLACE, WATER SERVICE CONNECTION. Z ® PROTECT IN PLACE EXISTING WATER MAIN AND VALVES. 0 CN O5 REMOVE TEMPORARY STORM POND. FILL AND COMPACT IN ACCORDANCE WITH M GEOTECHNICAL REPORT RECOMMENDATIONS. Q Z co © PROTECT IN PLACE EXISTING SEWER MAIN. LV 0 O7 REMOVE EXISTING SIGNAGE I ® REMOVE EXISTING PAVEMENT Z N U � O9 EXISTING IRRIGATION DITCH TO BE PIPED UNDER A SEPARATE PERMIT W 41 OO co O N cn 0 NOT A PART v h 00 0 O Z W N Z � .i I:-: Z LLI O + d � II 9 NOT A PART J _ t7 0 / \ T Z PLq ri W Lu Z vU Z nnn Z I 9 �1��=`T0a u Z �I IILu IZ /2531/ 1 - J _ —2532— O / m ~ I / U) d ) - Zw w / —2532— N Ld o N Q NOT A PART 7 / O - - - - 8 I / FUTURE o PHASE 7 Q 3: 8 0 5 / F / Q Q 5 O z 0 � I 2 7 6 4 7 Z Q 5 — — — — / / � Q 0 2Ld vw I 6 5 I / Y j^ :2_ 7 4 7 - - - - / Q ~ Q V—J F U J Q > � U / / UQ Om b- 1 - - - - / co = mom — - - - - - - - o / / Z O /253 v, LLJ z _ N S — / 0 W - 6, ar- \ / I I o / / 00 dol dol TeE o >- \ Lw 00 - I w / (n II I �- — i EXISTING OAKS 0 NORTH SUBDIVISION � II � j �: O / N Q / DATE: SCALE: 0 2 O I f(�_ NO. 6 N 11/30/2020 AS NOTED 00 . �� — ® DESIGN: DRAWN: JEB DR/KL zo I - t JOB NO.: FILE NAME: o ��;\ �_ FEET 4468 4468-S-DEMO-PHO REF. NO.: C1 .2 j o GRAPHIC SCALE j SHEET 1 inch = 50 ft. Horizontal NO.: 2 OF 14 ) Z. R/W z �, 0 Of 8' I 5' 20' PAD DEPTH VARIES z LANDSCAPE SIDEWALK TRANSITION FROM BACK o = 0y O 1' OF SIDEWALK TO PAD �P�1 I 3•� P\L P\L -- ti� 6p m SLOPE VARIES �y� PAD 1 I PAD WIDTH VARIES 1' I o O �� W z 1.75% /�i�i ���i��i��i�� 2% �_ - /�/ / T // / / w cf� SAP �_ 0 PAD o �� Q Q �d PAD �P�. 0 I PAD 2:1 (MAX) I z - I I PAD GRADING n n Q CROSS SECTION v U N TS Z W Z l I � a z co W 0 NOT A PART I 1 I LU C o o C o 0 75 N II I NOT A PART u 1 N 0 o z W _ _ _ I • Z >+ o ° P/ 532 �� I a (n 3 o JI Z M Lu 1n3 BLOCK 28 _ ZW I PAD= 532.2 Z I I I PAD--❑2532.2 / �� _ ❑ W (2530.�4) PA 15 33.6 PAD=2534.5 I \ < N J VN r I M \ 'PAD=2532.5 � 2534. 2535.77 \ / O AK pR I ❑ / 2533 __ (2531.4 ) PAD=253!� / \ z I I 0 - - - - 2532.9 - - I f f 11 �533. 533.91 - - - - - 2535.17 \ Z PAD= Ld o I PAD=2532.9 c� (2531.7 ) - - J 2.89 I \ \ r - - - - - IN 13 I ❑ I \ PAD=-2534.4 I - _ _ N / BLOCK 28 I 532.97r - - - - - I I I PAD=-2534.4 PAD=2533.3 2534. ! - - - - - - - - - N 0 T PART I I PAD==2❑533.4 I I F� �534.33 I 2534.36 - _ - - - 2535.62 N Ld _ _ 4533.32 BLOCK 26 o (2532.1 ) - - - - - # C0 14 0 L __ N I PAD=2534.8 I I ❑ 2533.3 - - - - - I I I 3 II I I I FUTURE Q � PAD=2534.8 I PHASE N L - PAD=2533.7 _ I I - - 2534.75 O 11�T) I I �-= I ❑9 I - - - - - Q 2 5 3 4.8� � - - PAD=2533.8 # _ 2536.07 Q I I I I - I J II 15 # 2533.8 - - _ - - J � PAID -2535.1 I I I I - - - - - O N I I" I 4 I Z � IT- ❑ I BLOCK 29 _ - - - - - J I II I o PAD-2534.1 I ® I �2536.43 '-= I I I _ _ i I I �/ O Q I I I f f I PAD=2534.3 - J / O 7 L 00 2533.�q I L ( - - J I -Ap 2534.1 a � I Q N O Lis � - - - - - J � EARTHWORK QUANTITIES O z I ' EARTHWORK QUANTITIES ARE BASED ON NEAT LINE CUT/FILL Q m ss�s L - - - _ AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS w < \� - _ - z / I \ / CUT: 356 CY w = 36"L-_- o la / I I / FILL: 8,355 CY o \� _ _ _ - - P� - - - ° \ / NET: 7,998 CY (FILL) (D V) - �` z Ld I _ -� - \i N co _00 DATE: SCALE: 11/24/20 1" = in' I> G o EXISTING OAKS NORTH a \ DESIGN: DRAWN: SUBDIVISION NO. 6 _ N \ JOB NO.: FILE NAME: � III EXISTING OAKS NORTH \�� �\ FEET 4468 FILE RADING-PHO 8°W 8„W 8 W $ss ` 1 g'W i ess I / SUBDIVISION NO. 6 \ \ \ \ / 30 0 15 30 60 _ _ s�11 $„ss 0 1 \ �\ s REF. C2.1 LLJ �� / I- 1 �: �� \J��\` 5 ro \ GRAPHIC SCALE SHEET z 1 inch = 30 ft. Horizontal NO.. 3 of 14 z � F- v U N J I _ Cf) ti0 0 W Ld Z _ p o Q u- m Z >- 6'PI — � 6"PI 6"PI 6 PI 6,.P� f lP �� P = w /� \ - - 6„Pi - - - — — - a2 W. �REENOK s�yo 5� �,�� a A DR Q a a CL I ~ I2-1< I 3 I J < I I \ Q m Z EXISTING OAKS 1 z — Lu NORTH SUBDIVISION 1 Z N0.6I � � -- -- ® �MV'~ I \ co o EXISTING THE OAKS a W o NORTH PHASE 6 viaU W SNpW CURRANT ST c O LLI �mN CNN � � 11 �`P t�,G' `M,�Np\RS /^\ > moo O C-3 N V h N I "N N 7 N, 06 SHEET INDEX o O w CN . . . ;Z _ 8"SS < $,. S < — $1�i-00 I SS.,8 5�+00 5S• 2533 \ 1���,� / / // Z w � ~ KEYNOTES Q �' _ \ ti5�1 k // — � + 1 13+00 / J � N SUGAR MAPLE WAY. - w + / a N 8 W 8 W 8"W 3 N. SUGAR MAPLE WAY \ 1 3" ROLLED CURB AND GUTTER PER ISPWC SD 702 (ACHD SUPPLEMENT). 2533.94 RC 1 // 5 O • - - � 10+10.00 — �'>� v / O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). OM 4 3 MATCH EXISTING CURB, GUTTER, AND SIDEWALK. W ZSAWCUT EXISTING ASPHALT PAVEMENT 2' INSIDE EXISTING EDGE PER ISPWC W ti �^ SD-303 (ACHD SUPPLEMENT), MATCH EXISTING. \ W � 2 Z o + + N / \ma's k \ O STORMWATER FACILITY PER SHEET 3.4 IIInIII IIII IIII (; \ I \ •^- N N N M N I W � I I J Z Z 2531.8 \ ® 2 RC I ❑9 10 11 ti5 j1. 14+33 68\ i1 II I I g999�yG I N 2531.69 RC II I I /�1�y�16e I 1a+60.0;, I - - Q tZ Z � 0 m � r U U w Z p W 3 U Q PLAN VIEW — N. SUGAR MAPLE WAY vvvM M M M C� O O O I N N C�f1 N N N 2540 Z CV CV N W II II II w ^ Z z z p � O-.c' O LO M Oo ^O » > > >-G � M ILA N N E N CV CV }+ N + N II > vN cn N Z % N N ^ WCn W W u N�aad � C" CO Dcj m a � PROPOSED GROUND N � "' \ N 2535 AT CENTERLINE c M z O Q c N c.� » > Q W - - - - - - -0.50% I cl� o � N CnM N cnW F � 55 as Ln O o EXISTING GROUND - - - - - + _ - - - - - - - - - -w — — — — _ PER OAKS NORTH 6 — - - - - - - - - - - - - - - - - - - - - - - - - p — — — — — — — — — — — — — — - - — — — — — — — — — — — — — 0 — — — — — 2530 -= I W C Z EXISTING GROUND I O O o AT CENTERLINE U w + 2 ' �0 78 L.F. 12" ADS HIP O Q — ® 0.50% — — — — — Z Q - - — — — — — — — — <C z 2525 -= I z V) O w Ld Q Q EXISTING GROUND I Q (,n WATER ELEVATION O w Q m Q I w Wm w Q 2520 -= Q I N Z i N U z w _z I w Q J Lu Z CD 00 0 c0 U = U) N � I Lv (/1 0 z z w FEET 0 3 0 1.5 3 6 DATE: SCALE: 2515 -_ 11/24/20 1" = 30' C° ^ ^ ^ ^ ^ ^ GRAPHIC SCALE DESIGN: DRAWN: It o o o o i M M 1 inch = 3 ft. Vertical "i N N N N N N C4 N N N JOB NO.: L4468-s-PRnF-PHnQ ILE NAME: w 30 0 F 15T 30 60 4468 i 10+00 11+00 12+00 13+00 14+00 15+00 REF. w NO.: ■ o GRAPHIC SCALE _j cl� PROFILE VIEW — N. SUGAR MAPLE WAY 1 inch = 30 ft. Horizontal NO.: 4 OF 14 i Z j O � P U N _ z 0 0 Ld �F� yJ ;�-A > <v O O w AZ Z \ I I I I ® C32 o � SAP '� W. cRE a \ I BLOCK 28 I \ / o � N OAK OR yO�d I ,J� Oui z \\ 12 13 14 I a_ � � ' 2-1< I I 3 I J - ` V 2534.23 RC — — — — / Q I Q 13+73.30 / C.D U \\ 5 — / N m Lu \ 22 2534.13 RC N �0 13+54.63 / L — O N \ J t vi r X rn Cfl \ � M � � MMry� \ M M I M S N a Z W / N N ^ N R2 I / EXISTING THE OAKS W o 4 / NORTH PHASE 6 CF c - - 2533.55 FL 7 MgTC R583.5' / CURRANT Z i ^I/ 2533.42 FL W SNOW O yz/, \ / 16+ 7.96 I / / 5� W a O FFSyF�FsTq �SX,A / 5 15+00 47' 33' 16+00 1 I— — / G \ m O M NP\R FTC3 �3'`6S OAK DR o - w 2g 2533.41 FL / N X 32 ?s33 4$ 25 �1b4b FL I — �J��J«</// i 2533.50 FL' 3 2533.46 FL SHEET INDEX • O 0 ❑ / / R616.5' 16+26.80 4 11 / 2533.45 FL KEYNOTES 11 �ti _ _ 15+68 52 _2533.10 RC �s — _ N.T.S. Z (n ; N H �} N —2532.71 RC 16x�L��G 2533.51 FL i 2533.68 R10 O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). Z w 12+72.02 12+62. 2/ 23S1 ;SS, 12 .89 RC 2533.71 RC Z 2533 i O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). • �7x P RXS99�c — 2 — — 12+64.78 12+56.05 J -C 2533.57 RC / O TYPE 'G' PEDESTRIAN RAMP PER ISPWC SD-712G (ACHD SUPPLEMENT) WITH a N �tix616$�C TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). • 3 / L53�69 q�' BLOCK 26 ® TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH p 13+4548 1 1 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). O5 STORMWATER FACILITY PER SHEET 3.4 lu PLAN VIEW — W. GREEN OAK DR u, z J� z W � Q 0 0 z z z 0 L0 04 rn _ 04 N I � rn II C14 t � � N > m O C14 to N N N W O C14 5: 5: UN !") cV + N � FaZ (N Z Q II w a :N O' II II CO (n F -- 2535 o g Q (N w V) N - - S S a d I 1.0U% — — — — — — — — — — — — — I 72 L.F. 12" ADS HP ® 0.50% Q -- 2530 _ PROPOSED GROUND N w o� AT pS HP a, Q � � 134 �•F• 12" C o p 1.60% N � 78 L.F. 12" ADS HP 6 ® 0.50% Li 0 I -- 2525 Q C I EXISTING GROUND AT CENTERLINE LLJ Z o I0 L o = Cy)CD - 2520 0 Of O Q O Z 130 z z Z Q EXISTING GROUND Q w z 0 WATER ELEVATION V) O tY Q Y � � 3: 0 � � CD 0 m Q - 2515 L J LIJ m z w � wC-4 c) CC I N N N N N z w z N � I 14+00 15+00 16+00 17+00 + 00 C N cf) m PROFILE VIEW — W. GREEN OAK DR w LJJ C/) z w z w � = I U) FEET o Q w 3 0 1.5 3 6 DATE: SCALE: 1 2 1 1 1 11/24/20 ill = 30' 10 I GRAPHIC SCALE DESIGN: DRAWN: i 1 inch = 3 ft. Vertical FEET JOB NO.: L4468-s-PROF-PHO91 ILE NAME: 30 0 15 30 60 4468 i w (REF. C3.2 _j GRAPHIC SCALE No.: 0 i 1 inch = 30 ft. Horizontal SHEET NO.: 5 OF 14 Z � _ O � v U N I �� tiJ C/) �,� 7 I o �� O r- O/Y pt� 5 Ld C3 o Q p u- m z - o • C) AZ Z �s SAP z W W. GREEN pAK DR 0 �� a - yOd' JJ IL Q r 3 3 O r zOF < I � < I J � Y I H U N J z I I I I \ I IIII .1L — I I c> co (10 \ IM+ ti o I I II a W Z \ ► III EXISTING THE OAKS 0 N I NORTH PHASE 6 all 4 W, SNOW CURRANS U } s Z O SN Lu o N04 N42533.51 RC-2533.41 FL 16+42.71 �G � ++2 \ 2533.42 FL 4 .X���� b . t. 2 OB� Ni� I �0 20.0' ry KEYNOTES SHEET INDEX ;' o+0 2533.41 FL N Zs� I N 200, 2533.55 FL I Ol 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). N.T.S. Z � i 0 N � I 2533.50 FL Q 0 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). Z w o 2533.51 FL J I • _ s O TYPE 'G' PEDESTRIAN RAMP PER ISPWC SD-712G (ACHD SUPPLEMENT) WITH Q �I m cn � 1 v - - 14+00 1 s�a TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). J W ALnI — _WSJ Iv _ - O TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH 3 4 N BLACK or I 4 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ~ z534 M _ 1 SS, 11+00. — R483.5' -- � M„8 I — — _ _ Z [LFU] Fe �Lr) a„\10+00 i o.5. - — _ — - - _ - _ - W LLI I M,.B — 2533.46 FL I I (J / ) I Z LO U M U I I I I 2533.45 FL ` :2 2 n U 8"W � � I +M + 4 _ — + � M Z $rrW .— + N N N N N N l / �.�. W cq!2 p U + N EMI1 1 I Y �`° i N / ❑5 1 1 0 0 I BLOCK 26 \ II � II I III I I PLAN VIEW — N. SUGAR MAPLE WAY 2545 - — 2545 z Q 4, Z ro 0 oRco � m N IZ � L0 N N N II r U II II (> W z z O Z p Q LLJ r r » > 0 2540 o o o0 2540 LO M M M d + N + N (n co � F3 o II o II O ^to N N N rn of L II II N =� (n W N N N WW oo � W H J awSS SS II Cq WLu Q m m a a a � II N c r) ? o PROPOSED GROUND S S o ¢ a c: Ld N z z AT CENTERLINE a s N N W = II ~ O N Q 2535 - - - - - - -0.47% 2535 o 0.49% a w EXISTING GROUND N PER OAKS NORTH 6 - - - - - - - - - - - - - - - - - - O - - - - - - - - - - - - - - - - - - - - - - - - Q 0 38 L.F. 12" ADS HP ~ 0 2530 ® 0.50% 2530 z o EXISTING GROUND W a WATER ELEVATION EXISTING GROUND O o AT CENTERLINE l 1-j- Q 0 U • o — OfOQ ZZQ Q Q ZQ 2525 2525 V) O � LLJ Q Y � � Q Ld Q 1-- m W m LW _ Ld z 2520 -; 2520 Ld z z o to CD0 0 N � N N N N i N N 0(5 o N U L,_1 0 10+00 11+00 12+00 13+00 14+00 15+00 C/) z u� — FEET PROFILE VIEW — N. SUGAR MAPLE WAY 3 1.5 3 6 DATE: SCALE: 11/24/20 1" = 30' 00 GRAPHIC SCALE DESIGN: DRAWN: 1 inch = 3 ft. Vertical FEET JOB NO.: L-S-PROF-PD09 E NAME: 0 30 0 15 30 60 4468 i GRAPHIC SCALE NO.: C3.3 _j w 1 inch = 30 ft. Horizontal NO.: 6 OF 14 ) z Z � O - _ DRAINAGE KEYNOTES D N CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. Cn z w CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. J� �O oy6p �0(If w of CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. o - �0 4i Z CONSTRUCT VERTICAL SAND FILTER "A" PER ACHD BMP 21 AND DETAIL 1, SHEET C3.9. �� SAP DESIGN INFILTRATION RATE: 1.0 IN/HR. a FINISH GRADE ELEVATION: 2532.0 � d , _ TOP OF BED ELEVATION: 2530.82 Q \ BOTTOM OF BED ELEVATION: 2525.82 0 GROUNDWATER ELEVATION: 17025.14 z DEPTH: 5' \ 164 L.F. 18" SDR 35 CHAMBER 1 WIDTH: 6.5' J \ CHAMBER 2 WIDTH: 24' INDQ \ 0.00% (PERFORATED) 1 Vioo: 8,580 CF Z Lu 1,000 GALLON SAND AND GREASE TRAP PER ISPWC SD-624 WITH 20" BAFFLE SPACING N _ cfl \\ D4 Q Z co \ � W O u W u � O 1 41OO c0 0 164 L.F. 12" SDR 35 \\ SDMH A6 13 1 D2 +� 0.00% (PERFORATED) \ STA. ??? \ RIM=2532.32 V \ I 12" INV. IN=2526.55 (SE) I w O \ 1 12" INV. OUT=2526.55 (NE) I Z V) LLJ C) \ 10 L.F. 18" SDR 35 14 / / - / O Z i \ 0.00% I Q N I t \\ I SDMH CB A4 D1 / I a N \ STA. 14+59.93 I I \�J/ • 3 \ S&G TRAP D5 RIM=2531.42 O \ 51 RIM=2530.29 - - - -12" INV. OUT=2527.12 (S) I + I Z M 12" INV. IN=2526.49 (SW) J \ 12" INV. OUT=2525.74 (NW) \ OUTLET BAFFLE ELEV.=252541- SDMH A4 D2 �5, \ STA. 14+59.96 n Z 10 L.F. 12" ADS HP ® 1 RIM=2531.74 U 0.50% I 12" INV. IN=2527.03 (E) 1 ' I � � I 12" INV. IN=2527.03 (S) Z W 12" INV. IN=2527.03 (N) 1 �- 10 L.F. 12" SDR 35 _ _ 12" INV. OUT=2527.03 (W) I 3 0.00% / ~ D 90° I I J I I J Z � Q \ Q �\ 12' '/ 136 15 L.F. 12" C-900 ® U 11 D 0.51% m _ 78 L.F. 12" I Z ADS HP 1 �qk ® 0.50q � D2 SDMH A5 STA. 13+87.9590• 2532 M� RIM=2532.12 / 11 L.F. 12" C-900 ® O - 12" INV. IN=2526.62 (E) 6.51% 15+00 l7! 12" INV. OUT=2526.62 (NW) � 90 r_ _ GREEN OAK DR Q / tZ ZO 134 L.F. 12»ADS HP a X 09, 174° I SDMH A2 D2 Cn 0 16+°0 STA. 13+04.08 w D3 RIM=2533.89 w O 12" INV. IN=2529.62 (S) Q 72 L.F. 12" ADS HP (� 0.50 I 16+77.96 12" INV. OUT=2529.62 (W) / / r 38 L.F. 12" ADS HP ® 96" + / 3 D1 SDMH CB A3 _ 0.50% STA. 14+60.01 uj RIM=2531.42 _ _ - - + _ VERTICAL SAND FILTER NOTES CL 12" INV. OUT=2527.92 (N) 1. NO TREES SHALL BE PLANTED ABOVE THE VERTICAL SAND FILTER 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING Q I LETTER PREPARED BY MTI, DATED OCTOBER 31, 2019. M 10 L.F. 12" C-900 ® N N _ _ 0.67% / 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS \ w o ENCOUNTERED AT ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. N Q 10 Z I SDMH A3 _ _ / 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE \ v I I STA. 15+97.66 _ CORNERS OF ALL UNDERGROUND INFILTRATION FACILITIES. CONTRACTOR TO 0 02 RIM=2533.09 googp COORDINATE WITH ACHD INSPECTOR REGARDING PLACEMENT OF MARKERS > a r+, 12" INV. IN=2529.24 (E) D1 SDMH CB Al DURING CONSTRUCTION AND PRIOR TO BACKFILLLING. 12" INV. OUT=2529.24 (W) STA. 12+61.81 D - - 5. REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER RIM=2533.42 DETAILS AND SPECIFICATIONS. j 11 12" INV. OUT=2529.92 (E) / SDMH CB A2 @ 6. PVC LINER TO BE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES / STA. 12+62.20 OF THE ROCK IN CHAMBER 1. PVC LINER SHALL BE CONTINUOUS WITH FACTORY SDMH Al O o RIM=2533.42 SEALED SEAMS, OR PROVIDE 1' OVERLAP AT THE SEAMS. LINER SHALL BE 30 = STA. 12+61.93 12" INV. OUT=2529.92 (W) MIL MIN. PVC GEOMEMBRANE. Q RIM=2533.73 / I D27. WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF - c 12" INV. IN=2529.83 (E)' 15 L.F. 12" C-900 @_j THE FILTER SAND WITH 1' OVERLAP PROVIDED AT ALL SEAMS. o I 12" INV. IN=2529.83 (W) 0.50% 8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF 12" INV. OUT=2529.83 (N) I I z CHAMBER 1 WITH NON-WOVEN GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL SEEPAGE BED A SEAMS. o A 18" 4 ADS HP PIPE O SCALE: 1 = 20 18" 0 ADS HP PIPE r (TOP HALF PERFORATED) PVC LINER _ O z (NO PERFORATIONS) Q Q o r LENGTHQf J" CRUSHED HIGH FLOW BYPASS OBSERVATIONTER WELL Q O Q Cf) zI I z ROCK CHIPS 12" 0 ADS HP PIPE 0 z _ (PERFORATED) L i Z Q � 0 1 w FILTER FABRIC o U o 2-YR STORM FLOW 1 -.o ASTM C-33 - 't w w �`' 4s'" _�' FILTER SAND z Y c=a Y _ _ _ __ _ FINISH GRADE ELEVATION V) 0 m � I I I I I I� - I1=1I1 1I I1=1I1=1I - - LLJQ ASTM C-33 = _ _ _ _ - li- -II III IJ ' MIN. Lu 4TROW I - - - - - - 1ll= = LIJ n w w FILTER SAND h s• �? 11 - _I 11= =_ TOP OF BED ELEVATION Y � � WOVEN GEOTEXTILE WOVEN GEOTEXTILE \\/ 0 ^ J J_ h FABRIC Q FABRIC = 12" 0 ADS HP PIPE a z Q m 2' 5' 1' 7' 16.5' 16.5' 7' 1' 5' 2' 4S, (NO PERFORATIONS) o - Q q5 N 2-YR STORM FLOW Q = Cif= 18" 0 ADS HP PIPE HIGH FLOW BYPASS -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 ' 1' (TOP HALF PERFORATED) 1% 2' 14.5' 14.5' 2' Q SECTION 12" PIPE BOTTOM OF BED ELEVATION 0 , J V^ m 0 "0.5' 0.5' PERFORATION DETAIL CRUSHED Y_' GROUNDWATER ELEVATION c� I I N.T.S. " CRUSHED 5' PVC LINER ROCK CHIPS Z w ROCK CHIPS 1.75% 1.75% 2 0%- �- SECTION A-A ~ 12" 4 ADS HP PIPEj OCT q5 4S•- (PERFORATED) PLAN AI N FILTER FABRIC PLAN A 0 W 1 C/) CONCRETE SIDEWALK 2.5" ASPHALTIC PAVEMENT SP-3, 1/2" MIX PG 58-28 3" ROLLED CURB AND GUTTER �h s, N.T.S. 4" OF 3/4" MINUS CRUSHED GRAVEL O 14" OF 6" MINUS PIT RUN DATE: SCALE: COMPACTED SUBGRADE TO 95% OF MAX. DRY DENSITY, PER ASTM D 698 1/29/2021 AS SHOWN_j co Q00 DESIGN: DRAWN: j JEB KL/DR LOCAL ROADWAY - 47' RIGHT-OF-WAY 20 0 F10T 20 40 JOB NO.: FILE NAME: o PIPE N 4468 468-S-DRAIN-PH09 SECTION 18" PERFORATION DETAIL N.T.S. REF. C 3■ A w N.T.S. GRAPHIC SCALE No.: �F o PAVEMENT SECTION DESIGN PER ADDENDUM NO. 2 TO THE 1 inch = 20 ft. Horizontal Q` GEOTECHNICAL REPORT PREPARED BY MATERIAL TESTING AND SHEET i INSPECTION, DATED FEBRUARY 8, 2019. OF 14 z Z O_ � N U _ R o 7 � �� O r-�- Oyb pt� J O LLJ O w O Q L' m Of Z O v w `niP SqP `_ Ld 0 `'>v, Q I 0 i I z I I J I I \ Q Z '0 'ro Toe CN B pl � O d01 — — DE — CO I — — Q Z co i 6'•p, � I TO — I W � 6p/ E�_ - - TAP • � s.,pI _ — � � ICop V � i 6"pi��y, T�,SMH 9.07 I Z J a) I 0 s w l a s..pi ro / � O o / BLOCK 28 rop 0' O Top \ U) N :e � / c O �_ T0p • U O v N dpl \rop Z W dol Top Z W I roE • Z i d01 TOP J L ° 1 M ❑ a \ c� 0 o a 11 ° SSMH 9.03 B I tn= I Z M 5 W./GR \ ❑ re ,48 OAK DR s ' w Z W s S MH 9.05 I ❑ \ ❑ Z — _ 12 s I \ SSMH 9.02 m o � a = Y Z CD \ I 11 � BLOCK 29 r \ \ N F BLOCK 26OD \ — W W I 13 S o � S \ I I — — ❑ 0 - - - ~w Z OD — — m N 0 W I z a- CD N � • 14 Ld S 0 5 - - s — I o f SSMH 9.01 r Q I FUTURE PHASE ® Co 3:: I — ch— d I (o I J — — 0 — I LE OD W U yr _j _ 15 J Q ¢ ❑ m w S NQ o I I ® I I \ o a C¢1) m N I N I I Q w \ Z — of _ — ol 0 _ o 0 o a o 1 Q s o I SSMH 6.16 — — — — — — — — — — — — s o I OE 4�F' — — — T — — TOE Q — — _ —TOP F' TOP�Fi-- � I 0 0 D —d01 d01 d01 ° u -TOE TOE TOE Q O s J Z °° EXISTING OAKS NORTH SSMH 6.15 \1 O SSMH 6.14 SUBDIVISION NO. 6 �' Y � � 5 01, \ O _> Z _ s II , SSMH 6.17 _ m 8'w S 5 SSMH 6.08 s g / a w II 8„ss Z z 8„W > >8"ss SSMH s.o� SNOW CURRENT ST 1 — _ Aap \ i I i / ao 0 N I U w 0 z 0 I V DATE: SCALE: 1 1/29/2021 AS SHOW oo DESIGN: DRAWN: i JEB KL/DR FEET JOB NO.: FILE NAME: i 50 0 25 50 100 4468 4468-S-0-PH09 REF. w No.: C4. 1 0 GRAPHIC SCALE 01 SHEET 1 inch = 50 ft. Horizontal Q NO.: 8 OF 14 z Z A F ® 0Of D 10 I _ o ����R �-- 0 yJ7 w i('�� ,1 Of J cn� yb0 00 BLOCK 28 I I I 12 - �4 p Z O .V_ S2 I S2 I S2 I S2 I �C.�'�G°� �C4.3 �� i'� J'Ji �� SAP ,�� LLI STA. 1+33 STA. 2+18 STA. 3+03 STA. 3+88 A, GREEN p 0 y LEN. 38' LEN. 38' LEN. 38' -- -� -AK DR pad JJ Q LEN. 38' V`� �� INV. 2528.1 INV. 2527.6 INV. 2527.2 INV. 2526.8 Q�P'��5 ¢ Q o W9 W2 I I ` S2 5 3 3 z W9 W2 N � ~Sp 4 q 10 _ 6s / I ¢ J - - - - - - �� XAo S4 Of I 3 I J S1 SSMH 9.02 / � Y I O U � N Z i 1+00 2+00 N 180 3+0 N z I ss,s s «8 ss,� �, 4+00 Z ' O ss«a ss«a ss«a ss„Ia � 16.5' 142° s3 N. SUGAR MAPLE WAY O — _ O O SSMH 9.01 S1 \ N 3"W65 M«a LF 00 9 L «a 268 LF M«8 M«8 M«8 M«s M.s W9 O Q ; JF;F 120 O EXISTING THE OAKSW In W5 �o \ — NORTH PHASE 6 CW4 N W4 W2 N W4 W3 N W4 W7 116\ S 9. S1 NOW RRANT ST Z N INV. 2 I S C � O 528.2 INV. 2527.7 INV. 2527.3 STA. 3+69 W6 S� W N LEN. 51' 51' w MGr1P\R N O 0 O LAN. +0 LEN. +8 LEN. 26 / h ' 4 STA. 1+17 STA. 2+02 STA. 2+87 INV. 2526.9 .y N � S2 I S2 S2 W4 cos S2 SHEET INDEX 0 I BLOCK 29 I � 0 O U � N 1 13 N.T.S. w Z to .i w8 Z w o ❑9 10 11 Q N ti s__ h� J t ro o O S2 a cn o� W4 I I � M O a, I 19.0'�+ 1 O W Z PLAN VIEW - N. SUGAR MAPLE WAY 00 W _jQ 00 2545 2545 04 + M �IU N W W W Z 12 = W U W °�° Q cn 0 U 2540 - 2540 Z o Lij 0 w v SEWER KEYNOTES o � - N N 00 v.i S1 I o 48" TYPE "A" STANDARD SEWER MANHOLE PER Q O r0 Z p g N M N ISPWC SD-501. PROPOSED GRADE N N » 0)� N l N N AT SEWER a �� z z N ui- � N S2 4" SEWER SERVICE CONNECTION @ 2% MIN 2535 - o N N� ? o r� a? �� _- 2535 o cn cn E 00 00 a; �+,n o r- z o SLOPE PER ISPWC SD-511, INSTALL STANDARD N > > I (m +L Nn > > SERVICE MARKER PER COM SD-SW3. N LLJ o V) V)o'00 00 N N S3 CONNECT TO EXISTING SEWER MAIN AND N= 00 00 o EXISTING I REMOVE EXISTING CLEANOUT � CLEANOUT - — — — — — — _ _ _ — — S4 EXISTING SEWER MAIN TO PROTECT IN PLACE j — — — — — — — — — — — — Q w — — — — — — 48" MIN - - - - - - - - - - - - - - - EXI WATER _ - - �- - - - WATER KEYNOTES EXISTING GROUND J �( W1 CONNECT TO EXISTING WATER MAIN, REMOVE O 2530 -= AT SEWER 2530 BLOW-OFF ASSEMBLY. �1 _ 0-4 Q W2 1" DOUBLE SERVICE CONNECTION WITH %" METER J L 8" WATER AAND ND METER SETTER PER COM STD DWG W1, W3, + 0 0 CDW3 1" SINGLE SERVICE CONNECTION WITH Y4" METER OfZ _ I AND METER SETTER PER COM STD DWG W1, W2, AND W6. O < Q U W4 POTABLE/NON-POTABLE MAIN CROSSING. SEE 0 Q 2525 I - 2525 WATER NOTE 2 ON SHEET C1.1. Q Ln • • W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. + O o a I L •I APPROXIMATE 00 GROUND WATER I O SD-403. Q �J z W6 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC � Q Zo I W7 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. Q V� ) O w Ld Q W8 22.5° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. = L.F. 8 48 VC ® 0.42% --�--� W9 POTABLE/NON-POTABLE SERVICE CROSSING. SEE LLJ 183 L.F. 8" PVC ® 0.42% -F- WATER NOTE 3 ON SHEET C1.1. Q m 2520 1� EXISTING WATER SERVICE TO PROTECT IN PLACE. Q w M� z " . 2520 1/1 Q I 1 EXISTING WATER MAIN TO PROTECT IN PLACE. 0 Z D m Of V) i w EXISTING INV: 2519.41 z 8" SEWER i z W o I I z W 0 o N 2515 + 2515 z W 0 0+50 1+00 2+00 3+00 4+00 5+00 (n z cn PROFILE VIEW - N. SUGAR MAPLE WAY 30 0 FEET 30 60 DATE: SCALE: 1/29/2021 AS NOTED Q0 DESIGN: DRAWN: j GRAPHIC SCALE JEB KL/DR 0 1 inch = 30 ft. Horizontal Q FEET JOB NO.: FILE NAME: 0 3 0 1.5 3 6 4468 4468-S-SAN-WAT-PHD9 F.NE.F.-- GRAPHIC SCALE 0C4.2 a 1 inch = 3 ft. Vertical I _j SHEET 9 OF 14 z Z A ~ N U O '- N Q — Z I ICb — LLJ a c�_ci I o� J=� �p 0yb ��� 5 1 13 v, LLJ 1 11 I Q 6ry-j / 4 o Z m_ o } 3 I — o p �j A.Z w Z o /Q C4.3 W GRE `nJ'�y S��J'`� 0 14 I oof 1 m EN OAK DR a- S2 ❑STA, W4 5+34 1 15 N(v 0) 3 o w `'9�, 1 N�N- 53' S2 `�'Z `" a I csF�s`�ti 2526.1 STA. 5+90 1 BLOCK 28 I ' z �� ® 3 J ,S. L 1 W4 1N I I EN. 53' < I V Q F�•C`,9,Q \ 2526 2 S2 cn n Z 2 xcS0 STA. 6+ 1 y, Z m W 0 W4 W4 cr INLEN. 53' I ti LJ / W4 v. 25275 1 .0, W5 — — — Z W3 SSMSI 49�F 8•W ® _ W4 F — — > It W1 �s � W9 I 8.W _ W4 W3 J S Z 00 12.0' 116°� $ ss g O 8• _ O v`"' �E SFI=T 4 a W EXISTING THE OAKS � p 19.0' I w � C4. - NORTH PHASE 6 e m // 163 LF W7 e' �d cv S �o� W7 W4 SS,B 6+00 1 8`W ti S_ N 8•W o w4 w7 W4 z J W SNOW CURRANT ST Z a� _ 8 I W° GREEN OAK 90 LF 8•W + — � s� W O �R p\R N > �0 0 S W5 _ ss 8 S 7+00 W6 w'MCN m El C 142° W8 O 1 I N 5 41 b S1 SSM 9 2 — 1 s 168° -� SHEET INDEX • o �' 00 3 — MH 9.04 S1 M BLOCK 26 U O w CID — S1 N.T.S. Z_ (nn i O ` C11 W CA d N Z Q W7 • Z — _ S 1 9 05 —S S < J vi a M W S—Pow N S2 _ F _ SEE SHEET C4.4 Z M Z + Lrn N O 11 I ao o w I N z' BLOCK 29 2 .0 � nnnn Z PLAN VIEW — W. GREEN OAK DR n n n Z u W 0 0 2545 — 2545 0 LO + 04 �IU U Lu w Lu :Z Q J U) Z U w Q I U) m U 2540 -= 2540 C) w Z o I w Z v a LO N � N � N N N C- , 1 SEWER KEYNOTES CID + II S1 48" TYPE "A" STANDARD SEWER MANHOLE PER Q O O ON N � +� Z O O M N Cq~ ^N U, N I N ,n o r-N 0 d II z ? ISPWC SD-501. N LLri 00 N ~ N N a' N> N N °O 00 S2 4" SEWER SERVICE CONNECTION 2% MIN oNNz 0 r71�rn II x Ilz 2535 -= 6 +"0 o z 0 d 2535 SLOPE PER ISPWC SD-511, INSTALL STANDARD — o x z z I �' -N > > N N�°O SERVICE MARKER PER COM SD-SW3. o V' V' °O 00 V) V)Of o, 00 PROPOSED GRADE Q AT SEWER WATER KEYNOTES � I W1 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE 2 ON SHEET C1.1. Q w — — — — o EXISTING GROUND W2 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER COM STD DWG W1, W3, E AT SEWER i AND W6. �\ 2530 -= I 2530 Q O 48" MIN W3 1" SINGLE SERVICE CONNECTION WITH s/a" METER Q Q - 4" PI PIPE AND METER SETTER PER COM STD DWG W1, W2, LLI 12" STORM DRAIN 18" MIN AND W6. J + — o W4 POTABLE/NON-POTABLE MAIN CROSSING. SEE 0M0 0W � g" WATER WATER NOTE 2 ON SHEETS C1.1. z o I 18" MIN W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. O 1— O ~ W6 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST 0 = O _ I_ BLOCKING PER ISPWC SD-403, VALVE BOX AND Q z 2525 -= 2525 LID PER COM STD DWG W11. z O p APPROXIMATE GROUND WATER O O Z I O W7 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. Q 00 Z Q W8 45' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. � � 194 L.F. 8" PVC ® 0.66% W9 22.5° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. Q Y Ld Q O = 48 L.F. 8" VC @ 0.42% Of LLJ C) Q co Q Q > � z m 2520 -= 2520 — Q Wm o O = z H m o I � Z Q z w LLJ Ld I z w LiJ� NOCT w 0 o N 2515 + 2515 C j 4+00 5+00 6+00 7+00 8+00 w 0 z PROFILE VIEW — W. GREEN OAK DR FEET 0 30 0 15 30 60 DATE: SCALE: 1/29/2021 AS NOTED 00 DESIGN: DRAWN: j GRAPHIC SCALE JEB KL/DR 0 1 inch = 30 ft. Horizontal Q FEET JOB NO.: FILE NAME: 0 3 0 1.5 3 6 4468 4468-S-SAN-WAT-PHD9 FNEF,,,_ GRAPHIC SCALE 0 C4.3 1 inch = 3 ft. Vertical SHEET 10 OF 14 z Z A ~ N Of Z \ J I O 4 of 0 -- m Of W Z C4.3 w �R o a +� SEE SHEET C4.3 _ EEN OAK OR � I / r Q 15 14 13 BLOCK 29 I I S S_ w ? z S1 SSMH 9. O I I I —+, I 15 N Z S2 S2 I S2 00" Y Z _ m W STA. 1+33 STA. 2+18 0 °� STA. 3+03 x 37' F INV.N2529.1 INV.N . 2528.7 INV36' N2528.3Lu BLOCK 28 I/ N O ID ID 1 N W9 W2 4 W 0 N �, _ �, EXISTING THE OAKS s4 — — — — — — — _ NORTH PHASE 6 N N S1 SSMH 9.05 c; �7 0 67.37 1+00 2+00 — W• SNOW CURRANT ST Z �, 8"ss ss.L ss.a sf.a ss.el ss.a ss.e ss.s +00 _ } c o 19.0' I — N 0 — 04 168°O SS a _ MCNP\R S� p O S3 N. BLACK WALNUT WAY I 120.0' _ � � M. nn.a 34 LF W4 5+0 p �, • � in oo $"W M.a M.a151 LF M.a 111 LF W6 ss g p N � 43 LF _ Sa SHEET INDEX �V 0 0 — — — — — w4 — 41.8 _ m8 N.T.S. Z_ N i W9 18.5' b Z w W8 N W4 W2 N W4 W5 W3 N W4 W7 W5 85 LF II I Z W7 M,g Q p SMH 9.07 S1 J -C INV. 2529.2 INV. 2528.8 0 W4 a LEN. 52' LEN. 53' INV. 2528.3 LEN. 54' I W2 • 3 STA. 1+16 STA. 2+06 STA. 2+96 INV. W4 0 2528.4 I � — — — (� O S2 I S2 I S2 I STA.N4+4' I ' W4 W4 W1 Z M 24 I I S2 INV. 2528 5 LLI LEN. 52' 1 W BLOCK 30 STA' 4+93 En Z ® s2 Z 5 © ❑ Ld W 7 1 PLAN VIEW — N. BLACK WALNUT WAY o 0 J Q 2540 2540 F__ Z 0 m l­­ z N } 0 P, N `1 Ld SEWER KEYNOTES w L0 � coo rn N N CD o o S1 48" TYPE "A" STANDARD SEWER MANHOLE PER Q M o � z =o = U N z ISPWC SD-501. PROPOSED GRADE '"'N > > N S2 4" SEWER SERVICE CONNECTION 0 2% MIN of 00 AT SEWER LO z z N N SLOPE PER ISPWC SD-511, INSTALL STANDARD 2535 LnLn[if 0000 2535 SERVICE MARKER PER COM SD-SW3. S3 EXISTING CONNECT TO EXISTING SEWER MAIN AND Q CLEANOUT REMOVE EXISTING CLEANOUT _ — S4 EXISTING SEWER MAIN TO PROTECT IN PLACE - - - - - - - - 6 — — — — — — — _ N 48" MIN - - - - - - - - 24" GI PIPE- - - - - - - - - - - - - - - - - - - - - - - - - WATER KEYNOTES Ld O — — rn Q EXISTING GROUND — — — — _ _ _ _ _ 6" PI PIPE W1 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER C o �, 12" STORM DRAIN — — _ — 18" MIN MAIN EXTENSION PER COM STD DWG W13. AT SEWER 2530 — 1" DOUBLE SERVICE CONNECTION WITH Y4" METER Q w " 2530 W2 AND METER SETTER PER COM STD DWG W1, W3, - 8" WATER 18 IN I AND W6. C� EXISTING J 8" WATER I W3 1" SINGLE SERVICE CONNECTION WITH 3/" METER AND METER SETTER PER COM STD DWG W1, W2, o AND W6. _ LLi Q W4 POTABLE/NON-POTABLE MAIN CROSSING. SEE J — WATER NOTE 2 ON SHEET C1.1. APPROXIMATE W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. ~ o GROUND WATER z 2525 0 2525 W6 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST 0 173 L.F. 8" PVC ® 0.42% BLOCKING PER ISPWC SD-403, VALVE BOX AND 0 Q = 0 U LID PER COM STD DWG W11. 275 L.F. 8" PVC @ 0,42% Q W7 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC Q /�/ SD-403. Qf O Q W8 CONNECT TO EXISTING WATER MAIN, REMOVE zO BLOW-OFF . Z Z Q i W9 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.1 Q O v 2520 2520 Y Q 10 EXISTING WATER MAIN TO PROTECT IN PLACE. LL_I Q ^ W11 EXISTING WATER SERVICE TO PROTECT IN ~ Y O z PLACE. — m 0 0 J Wm - 0 m 2D � z ~ (n 0 Q z z z 2515 + 2515 w � 0 0+50 1+00 2+00 3+00 4+00 5+00 6+00 zDEMME— PROFILE VIEW — N. BLACK WALNUT WAY N w 0 z cn o FEET 0 30 0 15 30 60 DATE: SCALE: 1/29/2021 AS NOTED 0 DESIGN: DRAWN: GRAPHIC SCALE JEB KLDR 0 1 inch = 30 ft. Horizontal / Q FEET JOB NO.: FILE NAME: 0 3 0 1.5 3 6 4468 4468-S-SAN-WAT-PH09 REF. 0 GRAPHIC SCALE No.: C4.4 a 1 inch = 3 ft. Vertical I _j SHEET OF 14 z Z � O F ° U N z CA��� y O �p w U __1 �� 42, w 0 ¢ LL- CO O �` p <v LU U i I 0 `'y a a 24" CONCRETE PIPE, PVC METER LID o i I PIPE, OR METER TUB Z II I PRESSURE IRRIGATION Z Top I MAIN LINE W 1 Y2" CURB STOP Z �g F Zoe BALL VALVE Q I 12 oE- 1 Y" TAPPING SADDLE Q Z 00 T0E - 18" MIN. W O _� I I 14 � 5 • c IRRIGATION DITCH 453 L PI _dam ' - _ IOp DRAIN ROCK 6 _ _ � Z a 8 PI _ , mop I C= O s W N o 1 BLOCK 28 V e P453 LF 8 r0 00 00 Top 12 3 =) *4 6 3 8 p 9 T4o p 6 y to 00 co co 3 _ Top O s` $ USN W a 14 1 / 13 63 LF dol rop Z in ,i o m do, roe. IRRIGATION DRAIN DETAIL Z w -5 ❑ 5 \ dol rop NOTE: INSTALL IRRIGATION DRAINS AT LOW POINTS WITHIN THE PRESSURE IRRIGATION SYSTEM FOR WINTERIZATION. • Q L..J TO la 3 o / 9 a / • M o f 3 11 0 � �a Z I s 8w Z mFe ss..a ° 63 LF 13 8., S \ ' W /�� W - ss„s _65 LF W GREEN OAK DR I 0 W - - 3 ss«s I N Z s — 12 s o ❑Z \ W 9 s Ii a C m 6 / _j Z a 10 co — _ N 3 \ o 0 D I Cl) 11 BLOCK 29 7 \ a _ — — W W I 13 S © t clic Cl BLOCK 26 7 / LO �r W W o m o I 7 U Uw w in a, 14 � � c� W N Q I I s �—S 0 J I o f I ¢ I N FUTURE PHASE I � 0 ¢ 0i 3 7 v 7 Q — — W Z ¢ R I ¢ # 15 m o I V I I� - - z s _ ❑ 0) o v I _ ck� N I 10 N 0 a I a w 10 KEYNOTES EXISTING PRESSURE IRRIGATION MAIN TO PROTECT IN PLACE. O EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. _ o — � I Q J 1 \ O3 11.25° BEND WITH THRUST BLOCKING PER ISPWC SD-403. o c I 1 o s ® CONNECT TO EXISTING 6" PRESSURE IRRIGATION MAIN. CONTRACTOR TO VERIFY PIPE - - - SIZE AND LOCATION. o s —mil— i 0 6"x4" TEE WITH 1-4" AND 1-6" GATE VALVES AND THRUST BLOCKING PER o I N N I _v1 / / \ ISPWC SD-403 O O / U 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. 2 � TOE TOE —TOP 4 TOP�i�-- ov, ' PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. Q O Q u —TOE TOE TOE ® 6" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. V_ O Z z 00 Z Q 4" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. z v I' °° EXISTING OAKS NORTHCON�\ \ EXISTING — Q (n Q LLL i a \ / / \� / 10 P PENSIZE ECT TAOND LOCATION, PRESSURE IRRIGATION MAIN. CONTRACTOR TO VERIFY LJJ Y `^ SUBDIVISION N0. 6 A a_ Q 5 l� 00: � / � 11 CAP OR PLUG AND MARK END OF IRRIGATION LINE. O \ � 45° BEND WITH THRUST BLOCKING PER ISPWC SD-403. /Q m z / 1/_ II / / w M o -o' 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE IRRIGATION I..I.J ss / NOTE 1 ON SHEET C1.1 W = D o - \ \ `) \ 14 IRRIGATION DRAIN PER DETAIL ON THIS SHEET. LLJ z $„w w „w = _ ss 1 � \ \ \ \ 8,w W MCNP\R S I / o >s"ss W. SNOW CURRENT ST 00 0 N I U W 0 z un o I V (DATE: 1 1/29/202]SCALE: AS SHOW Q0 DESIGN: DRAWN: i JEB KL/DR FEET JOB NO.: FILE NAME: i 50 0 25 50 100 4468 4468-S-PIRR-PH09 REF. C 5J.1 0 w NO.: 0 GRAPHIC SCALE SHEET 1 inch = 50 ft. Horizontal NO.: 12 OF 14 ) z Z O_ � N U _ �R o 7 � �� O r-�- Oyb pt� J O LLJ O w O Q L' m of Z 0 v I o ��� /� SAP �= 0 �J� I 0 I Z I I ❑ Q Z I ❑ w Z a Z z co _ I W o r� BLOCK 28 _ _ ❑ Z 12 _ _ ❑ W 04 O L� ' � O p O CN U)7 � to 00 0 0 U CA>I 14 I Z t- Zw0 1 ® \ J a � 11 / SL# 54230 C 1 _ _ \ ' t9 0 Z r� \ 'W. CREEIV OAK DR W w \ ❑� z Z ❑� \ � W 1 SL# 54229 C- 12 I 0 BLOCK 29 13 BLOCK 26 Q � Z O m I U) SL# 54228 C 1 I w — — Z o cwa Q I ❑5 � I } I ® < FUTURE PHASE __j I z Q 1 SL# 54231 C o ¢ 15 m I I I \ w w Q j 1 I KEYNOTES Q w ❑ SL# 54227 C z ❑ I O1 of INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II LUMINARIES I PER COM STREET LIGHTING DETAIL 6A 6 ❑ — I / / O2 EXISTING STREET LIGHT I / STREET LIGHTING NOTES Q o 0 I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT I VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND o z THE NATIONAL ELECTRIC CODE. o � z 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE Q O o EXISTING OAKS NORTH I THE ONLINE CITIZEN PORTAL AT https://citizenportal.meridioncity.org/Citizen Access/ TO O SUBDIVISION NO. 6 I 2 I \ \ OPEN A PERMIT AND REQUEST INSPECTIONS. • Q — — \ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, W O Q J \ BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. O Z 0 \ 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE Z Z Q HYDRANTS AND 2'MIN. FROM WATER METERS. Z i i 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS = 0Ld Q BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR Y 5�i � I I i / SUBMIT A HARD COPY TO OCTIOE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO _ Q ❑ p > � Z , 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR w 0 � m i QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. w a _ 2 \ / W D o \ \ V) C) — — z W Cn 0 W. SNOW CURRENT ST0(5 \ o N U w 0 Z cn o I V DATE: SCALE: 1/29/2021 il AS SHOWN Q0 DESIGN: DRAWN: j JEB j KL/DR FEET JOB NO.: NAME: i 50 0 25 50 100 4468 JFILE 468-S-LIGHT-PHn9 FN F. ��+� 1 w .: V o GRAPHIC SCALE 1 inch = 50 ft. Horizontal SHEET 14 ) NO.: 13 OF z Z O_ � N U _ �R o 7 � �� O r-�- Oyb pt� J O LLJ O w O Q L' m Of z O v o Ld 0 I 0 I Z I I � Q Z I � w I � z I a Z Z co _ I W o 3 4 C9 _ I Z W O BLOCK 28 00 p O to O 00 _ U O I 14 1 r� Z Ln '� ~ Z wp - - ,5 I Z i a � � 3 t9 0 11 Z M \ W W W CREEN OAK DR t9 - - _ _ 1 I ❑7 \ I I W J Z 11 \ I \ I 13 BLOCK 29 I ❑ � / y — — BLOCK 26 / Q J � Z O m I V Ld w yy Q ❑5 FUTURE PHASE I Z Q � � U Q — — w Q Q0 15 04 Q Q N U. O ELIN I I Q w of ® _ T) O E I = 0 - Q J Q SIGNAGE KEYNOTES O1 INSTALL STREET NAME DESIGNATION SIGN / 0 EXISTING STREET NAME DESIGNATION SIGN z / O EXISTING OAKS NORTH I# I 1 O INSTALL TYPE II TERMINUS BARRICADE PER ISPWC SD-1132A _ O z SUBDIVISION N 0. 6 I I \ (ACHD SUPPLEMENT) WITH KICK PLARE AT END OF SIDEWALK. Q • Q O INSTALL(AC D SUPPLEMENT)MWITH "ROADWAY INUS ETOEBEI EXTENDED SPWC IN O Q THE FUTURE" SIGN. Li o00 Q Q L Z Q SIGNAGE NOTES Z G) O vw Ld I / 1. PRIOR TO INSTALLATION OF SIGNS CONTACT ACHD INSPECTION TO COORDINATE ALL SIGN CD i/1 5�i LOCATIONS.IL can 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND OBTAIN A RIGHT V 1 O o / OF WAY PERMIT PRIOR TO SIGN INSTALLATION. 0 m Z LLJ Ld (10w i j — — — — — — 2 F z W. SNOW CURRENT ST 0( o N U w 0 Cn Z cn o I V DATE: SCALE: 1/29/2021 il AS SHOWN Q0 DESIGN: DRAWN: j JEB j KL/DR FEET JOB NO.: JFILE NAME: i 50 0 25 50 100 4468 4468-S-SIGN-PH09 FNO F. C7. 1 .: o GRAPHIC SCALE IL SHEET 1 inch = 50 ft. Horizontal NO.: 14 OF 14 ) z