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HomeMy WebLinkAboutConstruction Drawings I El. LAKE HAZEL ROAD HADLER SUBDIVISION NO . 3 MERIDIAN, IDAHO - 2025 Cj 0 a A PORTION OF LOT 1, BLOCK 1, RESCUE RANCH SUBDIVISION, O LOCATED IN THE N 1/2 OF THE SW 1/4 OF SECTION 5, L T.2N., R.1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO C3 a CA HCS n o L yO T CD ca Z T T LU 00 E.VIA O U) C� C9 ROBERTO ST. o ti c co GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES I�� ~ J m i `> ! r o - aYo �IIII Ij Ld 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING I I IIf.fI � � � Cl- - w WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. CONSTRUCTED. Z , m z � MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS PROJECT SITE O M = OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE CONTROLLING STANDARDS OR SPECIFICATIONS. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) HADLER UBD. N0. 3 Z o 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD AND THE CITY OF MERIDIAN WATER DEPARTMENT. ri 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. ------------ CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION WATER NOTES IS RESOLVED. 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT PRIVATE ROADS,PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE O TIMES. 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. NO.1. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR 6. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKS 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, - - _ - - - E. COLUMBIA ROAD = _TO START OF WORK. WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND OUTSIDE THE PUBLIC RIGHT-OF-WAY. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 7. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING.THE CONTRACTOR MAY 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS VICINITY MAP 1 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 9. ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH NOT TO SCALESECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. WASTEWATER RULES(IDAPA 58.01.16). AL E� INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO.1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR 1) ANY AREA DAMAGED ALL ASPHALT HBY EQUIPMENT DUR LINES FOR ING TRENCHING OPERATIONSNT REPAIR SHALL BE . TREATMENT TO THE CENTERLINE OF THE STREET AND INCLUDE 4 TREAT ENT PLACE WATER ACILITYE(I.E.,I SEEPAGE EN A OBEDS,CDRA DRAINAGE SWAL S),R PIPE REFER TOVE VDETAIL 7ER THE E SECTION RVICE E 200, OF THE 02017WACHD ATER CONSTRUCTION SHEET INDEX o�����ISTE�� ) 2 1 F .1 TITLE SHEET ANDCONSTRUCTION N TE PIPE; (B)PLACING OF AGGREGATE BASE; (C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING. ) STORMWATER DESIGN GUIDELINES. 0 9 C 00 S NOTES �I ����� 2 IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 2 OF 9 C.200 STREET PLAN 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS REPLACE THE ENTIRE ROADWAY SURFACE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 3 OF 9 C.201 STREET PROFILE n o DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 4 OF 9 C.300 GRADING PLAN RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF PUBLIC WORKS INSPECTOR. 5 OF 9 C.400 SEWER PLAN AND PROFILE �� OF CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 6 OF 9 C.500 WATER PLAN Jj�jIA P. 7 OF 9 C.600 PRESSURE IRRIGATION PLAN 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD 8 OF 9 C.700 STREET DETAILS PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. STREET LIGHTING NOTES 9 OF 9 C.800 STREET LIGHT PLAN LL U w 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. J CD Q FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN = N THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 10. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. 3CONSTRUCTION CONTACT INFORMATION z cc o } RE EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT ENGINEER DEVELOPER SURVEYOR o = > m 12.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS. Uj� o z RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR COMPACTION TESTS. CIVIL INNOVATIONS, PLLC DEVCO, LLC IDAHO SURVEY GROUP, LLC w o SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND CONTACT:BEN THOMAS CONTACT:LAREN BAILEY CONTACT:MICHAEL S.BYRNS o t ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL SEWER NOTES 1043 E.PARK BLVD.STE 100 4824 W.FAIRVIEW AVE. 9955 W.EMERALD ST. z o ASSOCIATED WIRING. o o z UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. - BOISE,IDAHO 83712 BOISE,ID 83706 BOISE,ID 83704 � 21 � o zo PHONE: (208)884-8181 PHONE: (208)336-5355 PHONE: (208)846-8570 o w 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM TREES,5'MIN.FROM FIRE HYDRANTS AND 2'MIN.FROM WATER METERS. z LU EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:LAREN@CONGERGROUP.COM EMAIL:MBYRNS@IDAHOSURVEY.COM } cc W °C WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO.1. z o U) 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO o W o 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO z LU AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND REQUESTING FINAL INSPECTION. BENCHMARK AND DATUM DATA z m NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL 4 i�: o °C BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 6. CONTACT THE CITY TRANSPORATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, o J 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). OR TO ACCESS LOCKED METER PEDESTALS. BENCHMARK L = o "'1/4 CORNER COMMON TO SECTION 5 AND SECTION 6,T.2N., RA E.,CP&F NO.2021-175706 z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE ALUMINUM CAP EL. = 2737.69 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS (WEST SIDE OF S. LOCUST GROVE ROAD-NORTH WEST CORNER OF SITE,SEE GRADING PLAN FOR LOCATION) WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE DATUM DATA WASTEWATER RULES(IDAPA 58.01.16). HORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A VERTICAL: NAVD 88 STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD STORMWATER DESIGN GUIDELINES. M O Z Z F- w Oz z yo F- 2 CC 3 Q z 0 � STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND EXISTING UTILITY LEGEND ~ � Z z ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE W PROPOSED WATER LINE AND VALVE o EXISTING SIGN Q OC-D ABAN Abandon EVC End of Vertical Curve POC Point on Curve PROPOSED PEDESTRIAN RAMP p p DETACHED z RIGHT-OF-WAY LINE -� W EXISTING WATER LINE AND VALVE ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature WITH DETACHED SIDEWALK EXISTING LIGHT POLE CIO Q AC Asphalt Concrete FG Finished Grade PP Power Pole CENTERLINE ATTACHED PROPOSED DOUBLE WATER METER SERVICE LINE W < ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch �:; v'-' EXISTING MONITORING WELL w AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED PROPOSED SINGLE WATER METER SERVICE LINE /w = ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP ❑T EXISTING TELEPHONE RISER �/� C/) o PROPERTY LOT LINE( ) EXISTING DOUBLE WATER METER SERVICE LINE BC Beginning of Curve FS Finished Surface PVMT Pavement �' ZERO SETBACK DETACHED WITH ATTACHED SIDEWALK ��� © � � BCR Beginning of Curb Return GALV Galvanized R Radius EP EDGE OF PAVEMENT EXISTING SINGLE WATER METER SERVICE LINE EXISTING CABLE N RISER BK Back GB Grade Break RB Ribbon Curb BM Bench mark GIRR Gravity Irrigation RC Roll Curb 0+00.00 CENTERLINE STATIONING PROPOSED FIRE HYDRANT ❑ EXISTING UNDERGROUND UTILITY BOX W BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way ` PROPOSED CONCRETE VALLEY GUTTER G r✓ BW Back of Walk GM Gas Meter RL Roof Line PROPOSED VERTICAL CURB - AVjD EXISTING FIRE HYDRANT EXISTING GAS MARKER❑ CB Catch Basin GR Grade RR Railroad PROPOSED ROLLED CURB ® PROPOSED CONCRETE THRUST BLOCK ❑ EXISTING POWER TRANSFORMER CITY OF MERIDIAN SPECIFICATIONS 0 CIF Curb Face HOPE High Density Polyethylene Rt Right PROPOSED REVERSED VERTICAL CURB =''--- EXISTING SEEPAGE y o MONITORING WELLS BED WITH cf Cubic Foot HORIZ Horizontal S Slope ® EXISTING CONCRETE THRUST BLOCK © EXISTING POWER JUNCTION BOX ■ CL Centerline HP High Point SB Seepage Bed PROPOSED REVERSED VERTICAL TO ■ CO Clean-Out(Sewer) INCL Including SD Storm Drain VERTICAL CURB TRANSITION SECTION o o PROPOSED SAND AND GREASE TRAP SEWER PLAN LEGEND © EXISTING POWER MANHOLE HIM Is El CONC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING VERTICAL CURB CONN Connection IF Iron Pipe Dimension Ratio __________ O O EXISTING SAND AND GREASE TRAP SC SERVICE CONNECTION 0 EXISTING WATER MANHOLE ■ CONST Construct,Construction IRR Irrigation SEC Section ---------- EXISTING ROLLED CURB g PROPOSED DROP INLET SL SERVICE LENGTH EZ EXISTING IRRIGATION CONTROL VALVE BOX COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) 2645 PROPOSED 5'CONTOUR , CTV Cable Television Works Construction SG Sand and Grease Trap ru EXISTING DROP INLET SI SERVICE INVERT ELEVATION w EXISTING PRESSURE IRRIGATION VALVE ■ CY Cubic Yard L Length SP Signal Pole 2644 PROPOSED 1'CONTOUR 10 Kww what below.SD PROPOSED STORM DRAIN LINE AND MANHOLE SS PROPOSED SEWER LINE AND STATION Call��@ you dig. DBL Double LB Pound SPRK Sprinkler v= EXISTING POWER VAULT Vp DI DropInlet LF Linear Foot SS Sanitary Sewer 2645 EXISTING 5'CONTOUR ry �-SD-- EXISTING STORM DRAIN LINE AND MANHOLE SS PROPOSED SANITARY SEWER LINE AND MANHOLE - ucP - EXISTING UNDERGROUND POWER LINE DIA Diameter LP Low Point STA Station --- 2644---- EXISTING V CONTOUR - - - - ■ , PROJECT NO. 25-0915-HAD DIP Ductile Iron Pipe LT Left STD Standard SS PROPOSED SANITARY SEWER LINE AND SERVICE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE DW Driveway MAINT Maintenance SW Sidewalk DRAINAGE SWALE cns EXISTING GAS LINE YOU DIG,GRADE,OR EXCAVATE FOR THE r ■ DWG FILE C.100 DWG Drawing MH Manhole SY Square Yard PROPOSED STREET SIGN GRAVITY IRRIGATION PLAN LEGEND SS-- EXISTING SEWER LINE AND MANHOLE MARKING OF UNDERGROUND UTILITIES. DESIGNED BY BT E Easting MW Monitoring Well TAN Tangent -� -�� ucr EXISTING UNDERGROUND TELEPHONE LINE GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX SS-- EXISTING SEWER LINE AND SERVICE EA Each N Northing TC Top of Curb EXISTING STREET SIGN DRAWN BY JTA EC End of Curve NO. Number TEL Telephone PROPOSED STREET LIGHT -GIRR-- EXISTING GRAVITY IRRGATION LINE ECR End of Curb Return OHP Overhead Power TOPO Topography NOTE CHECKED BY BT EG Edge of Gutter PC Point of Curvature TRANS Transition EXISTING STREET LIGHT PRESSURE IRRIGATION PLAN LEGEND ISSUE DATE 11/11/25 ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical EM Electric Meter PCC Point of Compound Curvature VB Valve Box DIRECTION OF SURFACE FLOW THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve PIRR- PROPOSED PRESSURE IRRIGATION LINE AND VALVE HORIZ.SCALE AS SHOWN g PE Polyethylene p VERT Vertical PROPOSED TYPE III BARACADE � CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF EP Edge of Pavement PIRR Pressurized Irrigation VE Water Meter PROPOSED TYPE II BARACADES -� PIRR EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR VERT.SCALE AS SHOWN PIRR PROPOSED CONCRETE THRUST BLOCK ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE EXISTING BARACADE --WPIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. Col 00 SHEET 1 OF 9 D:\Civil Innovations Projects\2025\25-0915-HADLER NO.3\200-Construction Drawings\205-Construction\25-0915-HADLER NO.3-CA 00(TITLE SHEET).dwg \\ STREET PLAN rlk SCALE: 1" = 40'-0"HORIZONTAL 1 60 40 20 0 40 80 CIVIL INNOVATIONS NORTH HORIZONTAL SCALE IN FEET CONSTRUCTION KEY NOTES moo mmi INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL n SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. Z o LU co ® INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. O cv p Q -:I- us INSTALL 10'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. � > � 00 J , © INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE a Y o ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A Lu INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE ED LU FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS O w mCD =2�3g ��� DECALS PER ACHD SUPPLEMENTAL SD-1132B. C REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET o MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD Z T .2740 SUPPLEMENTAL SD-303 AND SD-806. - J - PIRR PIRR PIRR PIRR PIRR PIRR � ,2 1.48 LIP/GB II II 2740.25 EP/GB E. VIA ROBERTO ST. _ _-_ _ _ _ - _ _- -- - \\23+29.67, 16.00' L1 I I! !' SIDEWALK ELEVATION TABLE - - - _ - _� - - - - -2742c_ 24+52.33, 16.00' L Q _ - - - - - 2741__ - - - - - - - - - - - - - - - - o 2741.80 AC/GB 1.0% V 2740.57 EP/GB- - - - - - - CL STA. CROWN SOUTH BW 2741- - N 23+29.67, 0.00'2jQJ I 24+52.33, 0.00' 2740.67 VC CD ELEV. ELEV. o EXISTING E. VIA_ROBERTO ST. o m c 2741.90 VC/GB o \ 1.0% 1 III o 24+52.34, 18.00' R o IN - - -+- - - +� - - ++ - - -+�� - - - +I- - - - - �i - - -��_ T 22+28.17 2741.39 2741.83 2741.65 FW N N co 23+29.67, 18.00 R _� I _ N N cD 22+28.17,26.00'R 0.4% 0% /- - -2739 - - - N 22+50.00 2741.48 2741.92 _ _ _ ____ _ _ _ _ = _ _ =BEGIN CONST. = - -_- _-_-_- - - - - - - - - - _2742.06 FW/HP _ _ = 2740.83 FW/HP- 2739.87 FW/HP _ - _(MATCH EXISTING) ______ r -2741- - - - - 23+29.67,26.00'R -- _--_---------- -___ ---------------------------- _ 2740_ - -2740- _ 24+52.33,26.00'R _ 26+45.25,26.00'R 23+00.00 2741.68 2742.12 _ _ - - - - -2739- - - - - - - _ _ _ _ _ - 2741.83 BWS �o -- �- �• T -1- - -,-4 1 -1 1.0 = _ - - 1 -tea =Sa- - O-�o-S= 41� _ _ 1 nR = - - - - - - 23+29.67 - 2738- 2741.80 2742.24 22+28.17,36.00'R_ - - - - - GIRR- - - - - -BEGIN CONST. - - GIRR + --_-- GR�- - �2742.24 BW/HP- - c - -- -2741.01 BW/GB- �R" - - - j�' - --- 2�3g I I 2740.05 BW/HP��3g 23+50.00 2741.60 2742.04 (MATCH EXISTING) _2�42 23+29.67,36.00'R 27 24+52.33,36.00'R �'� 126+45.25,36.00'R �OI�AL E 24+00.00 2741.09 2741.53 S ISTE ----PIRR - - 7 757 - - pIR� - - - -PIRR - - �JRR - PIRR PIRA PIRR PIRR PIRR PIRR �v 24+50.00 2740.59 2741.03 24+52.33 2740.57 2741.01 �I 0�62 IN I EXISTING HADLER �� I I r J SUBDIVISION NO. 1 �\ I BLOCK 2 \ I BLOCK 2 25+00.00 NA 2740.77 9 10 '� 11 12 13 14 15 18 17 I 18 19 20 III �� 77/77/��✓�O al 21 22 23 24 25 2s 25+50.00 NA 2740.52 ��� OF �� IN P �� III I f J 2737.01 RC \ 26♦00.00 NA 2740.28 EXISTING HADLER I \ I �ti� 35+86.12,16.50'L ca LO \ omo rn � J �r SUBDIVISION N0. 1 \I�� ' _ _ BEGIN CONST. I m o� \ o 1p we c o c 6 \ \ (MATCH EXISTING) �2� I C Cl a c N o"e „ J m Lon 26+45.25 NA 2740.05 \ 38 ca r ea r C M ea ca �" \ o ad M a, as °O M o ca m cn c' � 1 \ 2737.01 RC ;I M "' C, N Cq m m o N N N o M c Inc. N NOTE: BACK OF SIDEWALK ELEVATIONS w 0- a r` of o ee d M Ca II C,� p / N n C'i p LC) M M m O Ca O O d a0 + P. lf) W C LU U / I, 35+86.12,16.50'R I � + � + r- + N m + m v 00 N m co M � N N SHALL BE WITHIN ±0.5 FEET FROM = o z 738 - - - I co M A M cM + 00(� Cl) M co O I� n = . Ga M as N r ~ + M N I� Ca N ~ O BEGIN CONST. I r- N n M + N C N N N P. M ti a0 O M O Ca 00 ca co + r O o c 1� O Q M + CENTERLINE ELEVATION }c'� A M C'. N C.> p r O f` C. Ln Z = - (MATCH EXISTING) N 4 n "� ^ + m w r c cl m m o m + rn p 00 N v cn z > N M CO + N O N00 N a0 C I M M Qi + II II W ¢ Z - - - - - - - - -_- - - - _- n CO M M aD r +_p + A t \ Co O O - - - - - - - _ �_L - - - - - - - - S° S N A N M M M - M 00 N M N - t� o S° N M BCR= 8' � o LU I i2737 o J o /N N BCR=28' o I° r I\ Oyu IIII 2739.44 RC z � o EXISTING E. HADLER ST. 1 c 10+00� _ o • s 40+16.27, 16.50'L o o z i - - ,; -2737 �� - -^+- - E•HADLER ST \ �� 2738.22 FS \ III END CONST. cc0Z CC f M _ LID \2738.78 AC/GB 8 / w a I - �o Q'� 1 2738.49AC/GB 39+17.00 -Nf s s LU z - - - - - - - - - \� -I- �f \ _ s , . '° , \ o --1.4% 273896AC/GB -L ?% 0.4% M o� 5 p } m Q p z w -cl� _ - cv li o 1.4% r 1.4" �1� 0.4% o � III I z s t+� L - ~ - ++ -� LU 738 H I am Nrn amorn rrn �a moo- oveo Ca / \ - o- 7 cI 2739.25AC/GB � 7 Io m � O C� M t; d h + N N o 2739.44 RC \ / I M a+ 4 m - 1.4% 39+50.61 40+16.38,16.50 R a z � _ m : co A N ^ `a ap „ o' \ LCJ m Ln ca O qo__ 0.4% - 0.4/o - - _ M + co + co + M + a7 M + \ A fV CID m Ca t s '6 �T ?� ~ --��°�o-~ O J NM \ NM NM- NM Ca AO M + AO a � r / .,.i f1J 2738.49 C I s 2738.96 �. s END CONST. EXISTING HADLER _ ee N M Cm m c) 0D v o r l I�"? AC/GB �i�l s I W _ ` N M� M + ao / C AC/GB z \ LL9 c0 A ti O T 3E o o m 2 O SUBDIVISION NO.1 / \ a''. �N `' M + o Co ca \ ' 2738.27 FS U) / M + \ 0� OD N11" M M N mc r 1 pb 1 p. `D aD M co + La r BCR=28' 06 1. BCR=28' A 00 r ti 19 20 N 1 \\ N co M + N M M + I I I I I F O N Cl) n 00 O O O v • d O / - -- //28 27 \ 28 N Cl) cm r d °C Ilp III o oa as 000 d II II m car1 \ 1r}00 N co N M r` Ca N C. M OC m r mt N 1 I 1 I i IIy IDSM +CID aO °O1. 0D O� p COO M Ln O fp�a N OI / / I/ I �`9 n 00 1� 00 co + � r p N U o6 m O r N 1- O / 38- - - - f/ � � \ /J \ \- N M N M N M M + M + m V 0 M O LO N N P. M N M C" C _- cr co + co PIRR - - - - - PIRR // I//' /� - - - - - PIRR - - - - - PIRR CO Lo 'D O Q! 00cv) N M O 00 O am Cl) I` O III // ■ / EXISTING HADLER N °' r_ m � m PP SUBDIVISION NO.2 E ; BLOCK 4 N Cl) N M BLOCK 4 29 30 31 32 33 34 35 36 37 38 39 I 25 IIIIjll \ r/ PIRR _- Pi R _ -_ PIRR-_ -_ PIRR __ _ PIRR -_ _- PIRR -_ PIRR I O \ � o / - - - - - - - - / EG - - - EG - EG 2740' EG EG / EG EG EG 24 / / / / EG EG EG EG EG �_ G -_- EG EG LU � w OHP OHP I{p CA 23LU G 00 //� \ 22 I 21 vA PROJECT NO. 25-0915-HAD DWG FILE C.200 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 11/11/25 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm1200 SHEET 2 OF 9 D:\Civil Innovations Projects\2025\25-0915-HADLER NO.3\200-Construction Drawings\205-Construction\25-0915-HADLER NO.3-C.200(STREET PLAN).dwg mml mml n T T T O LU 00 T E C/ N 0? R ti � us � M o J ap is En o Y < C � - Q w 'U 0 0_ o z � w CIOO ZM 0 Z T E. HADLER ST. -STA 34+00.00 TO STA 40+50.00 2750 2750 Q m z zo � _ o � 00 U Q z LU O C~! Q 0 Y m > z Q W w O O co U 2745 w m w w c=i� z 2745 � NAL �G U z z F o[ m CD ' \0 w O O U _ Q > U m C.3 O 00 CD N O Oi O LU U o m z Q o ti o M �� IS E�� _ < � � J G7 C3 N CO O co m co M ti M + co O+ C \ /p/��pyp/) C/� O N N m � MLU OR � m 00 O N M N II �I ��O V F.a 0 0 T cc! co rn co + CO ti CO II II II > O r` V O O O� ti N M N II > Q W [— J + ^ + - (6ti + M EXISTING GROUND CO II II Q J < cn w M N M N + CO C AT CENTERLINE II > II > c~ '-'-' `" w LU 2740 11 Q w Q w II 'co, > US w U) w 0.41% 2740 �J� F � Q) w w Q w U) w ----------- ------------- ------------ ---fi ------ -------- % SIN P cn w7 ------ ----- ------- / i 0.43% ----- ------- ———— ------ 0.40--- Li U w fI II --_—_—_ � � U d m _ � U5 CC?N = CD 2735 I ,, a, a, 2735 0 } Q } EXIST.4"PIRR L____-----I I o FINISHED GRADE + C•, z zQ >o m (8"SLEEVE) i + AT CENTERLINE "' a z I', I c+ ci zo z r---- --_-, M d w m J = W d z m U N m O m m z C, o o L z J d m W z d m m z �EXIST.SDMH 2A(48"DIA.) o 2730 EXIST.SDMH 26(48"DIA.) 2730 Q z co STA=35+01.99,8.67'RT STA=35+44.49,7.50'FITo Cn 0 oU o RIM = 2736.75 � z RIM = 2736.96 LU w 15"INV IN =2733.18(E) 12"INV IN = 2733.40(N) z m 15"INV OUT= 2733.18(S) 12"INV IN = 2733.40(S) EXIST.38.50 LF 15"PVC @ 0.57% 15"INV OUT=2733.40(W) o ¢ o o�m v� v� am RD mm rm a,0 o� a � aN ua� QI °q M°q °q '� °q Q/ N O 11�r N M V W (/) H �co CO COr COr COr roo eoa' W M aa, O M M M M M co M M M M Co M Co M Co M coM M Co M M M M M Z A I A n A n n n n n n n C n n r Cj N N N N N N N N N N N N N N N N N N N N N N N N 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 co O Z Z O 0 40 20 0 40 80 = J Q HORIZONTAL SCALE IN FEET CD 4 2 0 4 8 Q z Q w Q w VERTICAL SCALE IN FEET cc � w cn W J 0 a PROJECT NO. 25-0915-HAD DWG FILE C.201 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 11/11/25 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm201 SHEET 3 OF 9 D:\Civil Innovations Projects\2025\25-0915-HADLER NO.3\200-Construction Drawings\205-Construction\25-0915-HADLER NO.3-C.202(STREET PROFILE).dwg \\ GRADING PLAN rok SCALE: 1" = 40'-0"HORIZONTAL 1 60 40 20 0 40 80 CIVIL INNOVATIONS NORTH HORIZONTAL SCALE IN FEET Q J CONTOUR LEGEND mi a 3145 PROPOSED5'CONTOUR n 3140 PROPOSED V CONTOUR _ o 3145— EXISTING GROUND 5'CONTOUR r � LU T — — — 3140 — EXISTING GROUND V CONTOUR � c� 0 us CM ti � M co o J ap is m o 00 � Y < Cn � W O O w U Cl_ z m 24" LJJ CD a 2"CAP UNIT o cc 1/4" 8"BASALITE GEOWALL PRO 3/4"CRUSHED BLOCKS.COLOR BY OWNER. Ill i 1 \ i % INSTALL PER MANUFACTURER'S o AGGREGATE RECOMMENDATIONS. -2747_ _ _ \Q m FILTER FABRIC. EXTEND co AND STAKE FROM 24"� ABOVE FINISHED GRADE — — EXISTING E. VIA ROBERTO ST. 2�¢7 \ I II TO BOTTOM OF WALL \N\N -2739 — r ------------------ - - - - - - - - - s — — --_— — — — - - - - — — — _ -- — — — T **NOT . E I EFT -- ------- 2740_ 2739— _ IN TOTAL HEIGHT REQUIRE 6'MIN OF 3 4" 2T42— _ _— �.� — — —4--°=f— —— — �1 _ T ___ __ _—'— 4 — — _ _= 1 f �, — — _ _ — — STRUCTURAL ENGINEERING DESIGN CRUSHED GRAVEL --— —— " _—--— — -- -- -- --s — S LEVELING COURSE — R GIRR U GIRR GIRR --GIRf�= J==GIRR--- --GIRR- G&RR ---- R --�'tRR _GIRD ——GIRR' �2�?9 _ 42- I �'�� 27 2741 ��� ��I ��39 GEOWALL PRO RETAINING WALL DETAILS TE�� — — — ' — — m m 2NOT TO SCALE � � - ----------- -------------------I------------------ -- ------------ \ ----------- ---------------- -------- -- -------------- I �`0 6� ------- ----------- ------- 2738 ------ ---- ----- 2739 - � //1//��� �27 t I � I �39 INSTALL GEOWALL PRO OF Q)�� \ RETAINING WALL,TYPICAL CD o BLOCK 2 BLOCK 2 °; 1-- P. /1° I \ (SEE DETAIL ON THIS SHEET) o I 9 10 ti 11 12 13 14 15 16 \ 17 18 19 20 23 24 25 26 r °C J N I aI EXISTING HADLER oo �� SUBDIVISION NO.1 � �9 � o MATCH EXIST. LU 2.0' 5' N I 3:1 SLOPE,TYP. SIDEWALK o U o LL U �27 N IIIICL \ 38� w W \\ I a \ PAD ELEVATED 6"ABOVE BACK OF CDz SIDEWALK(MEASURED AT CENTER OF LOT) zo a � m 738-- ---------------------- --------------------- -------------------- 2738 z ¢ o --- I -6"PAD STEP 2739 w z (TYPICAL) VARIES VARIES 1•75°Xo o J LU — — — — — — — — — — - - - - - - - - - TTTTT � — _ _ `` o to --_ O U I I -1- _ _ — — — — — — — — — �`=—— — — -- ---- s. ---- ----- - — / s s \ „ 10' 15' cn 737 -- ---------------- — s �� F 2 o x x - - EXISTING E. HADLER ST. i `2737, i ' - �_2131- 2 - _ E. HER$T /\ I� \\ s° III z o W LU c LU vi) LU Q z CD Cn - - - - - - - - = - -----I�-------- - ------L---- TYPICAL LOT GRADING DETAIL w LU S S 2738 - - - - - - - - - - �� q13�� NOT TO SCALE az � 738------ -- I - - - - s — f w ¢ o 4rl ----------------- ------------------- -------------- ----- / _ LU = x -- T --------Ir- ------r- ' IIIWATCH III --- ° ° s --- --- I = cn o MA CH EXIST. I 3:1 SLOPE,TYP. N // \ ` _6"PAD STEP IIII / 19 20 I �� (L�,S� \ (TYPICAL) � --- ---------------- EXISTING HADLER // r SUBDIVISION NO.1 26 27 \\ 2g I I I J �� �� �� �9 M 2739 o MATCH EXIST. '738 / /I �i �� ----\ ------- N 3:1 SLOPE,TYP. co - -------------------- - _ 2738— __ — __ — —_ 1 III / ■ ti EXISTING HADLER N / EEPA E BED - i / // SUBDIVISION NO.2 X I T�/ +I II I�II Z / / // �� BLOCK 4 BLOCK 4 IIII 9 30 31 32 33 34 35 36 37 38 39 I Z 25 -. MATCH EXIST. O 3:1 SLOPE,TYP.\ I - - I O 2738 2739 --- - I w 2 ------------- - ---------------- ---------------- - -- ------------- 2738 _ 2739 I Q -- --2739— - -- -- -- - -- -- -- - ' � J \2�39\ x� MATCH EXIST. / Z CD\ �� — — — — EG — — — — — EG — — EG -3:1 SLOPE,TYP.EG 2740 / Q rm EG EG / EG — — — EG — f,G < 24 / / / / / EG EG EG — — — EG — EG —_— EGEG CD Co' \ \ CA W 23 22 21 PROJECT NO. 25-0915-HAD DWG FILE C.300 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 11/11/25 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm300 SHEET 4 OF 9 D:\Civil Innovations Projects\2025\25-0915-HADLER NO.3\200-Construction Drawings\205-Construction\25-0915-HADLER NO.3-C.300(GRADING PLAN).dwg I I _ 2R PIRR PIRR � � PIRR PIRR PIRR PIRR I - - - - III w - - - - - w - - - - - w EXISTING E. VIA ROBERTO ST. �+ n = = = = = = = = _ _ _ _ _ _ _ _ = _ _ _ _ _ _ _ = _ = = = = _ _ _ _ = = = = _ _ _ C4 ° °a Sa TOB T •1 o f GIRR GIRR GIRR GIRR I GIRR GIRR - - - - - GIRR - - - - - GIRR GIRR GIRR GIRR GIRR I T0B C N O II CO 27 I co J PIRR-7-- - - -PIRf� - - - - - P -- PIRi - - - GIRR - �JRR - PIRR PIRR PIRR PIRR PIRR � PIRR o o - I I I I En � C Y O CIVIL INNOVATIONS n CD LU Z I NORTH Cm Uj CDm BLOCK 2 I BLOCK 2 40 20 0 40 80 0 9 10 a I 11 12 13 I 14 15 16 17 18 19 20 21 22 23 24 25 26 1 1 Z HORIZONTAL SCALE IN FEET EXISTING HADLER I Q z m Q z a m Q z z_ � z ¢ 4 2 0 4 8 1 SUBDIVISION NO.1 ¢" ¢" ¢Uo o ¢" ¢ ^ ~� ¢" M r 0 - �Ln O o N O o U OC d Z ¢ o O I�O o� CD COH N Ohm C(V�� MM F- N CDrH N C\I ¢O o H¢ M(00 NVF- cj ^ - +00 +OHO @ +NO +C;CV @ �'0 N QU CL z MNr N +M~ @j \\ 3 ONCD ONO r`, M� v +or p00 0 ¢ - �j ^ ^ + �3j Q; Q z VERTICAL SCALE IN FEET NNM U NNM U N M > N O H N ¢U cC �d Z \ Nti0 U N > QU N N M U M N M M N CD U II II a II II a II II II CL II II a NNE U +6E71 @ CD �¢ - [rQ Z a z N > II II a o I I II II _ II > NC'')o �n cfl� N ¢U �� �¢ II II a II coNC�� N U-J v U-� v cntnU c.D-� II II II CL Nov U O o ¢ ¢U II U-� co (�� Cn(n Cn cup Cn Cn � Cn Cn Cn � _ O o +N 0 @ N +O� 00 U-J - Cn Cn to I Cn CnU U II J NNM +OaC) N Mrs N InM� N Cn CnU N�co COD MNM II II II a NtiM MMr CO CO N� > o II II a U-J - N > NNv U N�V U II O O II II IZ > N U-J - - - - - - - � -r - - - - - - -I - - -r - � - o C/3 U) u _ u u u u �n�n�n � SEWER NOTES _ 1° cn U-J II II _ t2f T CnCnfn �i (n(lJCn U-J"" POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER w - w w w w NOTES N0. 2 AND 3 ON SHEET C.100. EXISTING E. HADLER ST. EXIST.SSMH 8 EXIST.SSCO SSMH 19 ,. 1. ° -1- - ss 7i- 551 - c_ - ss - - ss - s - s - - w E. .5 LO * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 191 �r - - ~T 20 I 21 168.8° ss - H (ER ST, "' o ss w T s oo SEWER NOTE NO.4ON SHEET C.100. - - - - - - - -N - II r� r - � �/ - N �- - s t . 1 1 �2 SS _ _ w w w e_y r s ss 168.8° _SSMH 20 - - - SSMH 21 J Q 23 SS Rs SS - _ _ II I AL I � 0 N a I II I Ilwl II I I � �� z �� z �� z �� z � ^ s 24 I I I E� W w 3 11 W T ¢U � QUA QUA ¢U � °CQ ^ 1" O o U O aoMO 01�0 o OLnO O c �V ..1 1 I �IST�j� j `^ Q Z OLC) N OCO I- C(�V� co to apt N/ O -� N ¢ �a Z i6 Z @ +Oi C7 V +Crr @ +ON O�O� N ¢U o o \ /p/��pyp/) C/� W O ONO N N r I' I ���V F.a N cn I Cn NAM U NtiM U NtiM U f�0 +OCO LC)Cp0 �Q z .1 1 °. 19 2O Cn N > N > N > NNN U NMO mCVH N ~U �� Z o) - II II a II II a II II a > NI-N c� oN (�� ¢ ¢ - u, o III J _ oll J _ oll J _ II II II a N > c±MC6 r�v� N ~ I 1 I m CnCnCn mmcn mmcn U-� II II II a NtiM U co ¢U � �¢ z 1 X1 W CnCnCn U n e N > +om oM� o ¢c� Z�� EXISTING HADLER w_ _ M M cacnca v II II II a NMti CDLo N o 26 cs 27 28 U-J NNN U +ors co N ¢ z � �F SUBDIVISION NO.1 ° I z W w Cn II II II a NNN � +�o�r IJ ¢ ¢U �� � e M 0 U I I II II Cl) o U-J v II Il a N~N U ¢ I. r w = En En vll J _ IIN II a coN� N II I z -CO @ I/ll I CncnCn � UIIJ � +�,0° @ ^ ¢ - N� z o Cn C/J C5 co �¢ - H U N M U W Cc,' > ¢U ¢o o II II II a / L� J 11 11 I II II II a NNo� N NNE N U-J / +Cl)J Ln Cl)' Cn Cn C./J / OW ~ O_ O PIRR - - - - - PIRR T PIRR PIRR N N L j U N N LO > LLU W_ a II II II a = o z EXISTING HADLER II oc CD } SUBDIVISION N0.2 a I "'c""' v """"' `, o } a m BLOCK 4 M z > 0 o Lu z CD BLOCK 4 29 30 31 32 33 34 35 36 37 38 39 W z J 25 o - \ O U U FO O Z n PIRR PIRR LUPIRR d W d O LU H ¢ Q Z CUn - - - EG - G - EG - EG 2 En F- 24 EG EGUj EG _ - _ EG _ _ _ - - EG EG ¢� Z \ eG\ cn SEWER PLAN AND PROFILES W W � z SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" co 2745 8-INCH SEWER- E. HADLER ST. PROFILE-STA. 19+00.00 TO STA.25+00.00 2745 CS EXISTING GROUND AT O J PIPE CENTERLINE O L� = o Cc 2740 2740 p ------ ------- ------ z z ------ p Q Q ------------ - J � ---------- W CC LU FINISHED GRADE AT i�: I, PIPE CENTERLINE y CL' 2735 i 2735 I I 12"SD I �-4"PIRR UJI (8"SLEEVE) I I I I I I I 145.99 LF 8"PVC @ 0.89% 2730 SSMH 21 (48"DIA.) 2730 I I I 168.69 LF 8"PVC @ 0.45% ____ --__---o-----Ii 98.85 LF 8"P C @ 0.46% SSMH 20(48"DIA.) STA= 24+73.12 ------------ - it ------- LF 8"PVC @ 0.46k ______ -- SSMH 19(48"DIA.) STA= 23+23.14 RIM = 2739.40 -- --L r EXIST.SSCO 2 RIM = 2738.10 8"INV IN = 2730.83(E)(BLOCK=OUT) ---- STA=21+50.44 3(E) 8"INV OUT 2730.73(W) 729.4 = EXIST.SSMH 8(48"DIA.) (TO BE REMOVED) RIM = 2737.49 8"INV OUT 8"INV IN =2 29.4 33(W) STA= 19+61.93(E/W) STA=20+49.60 8"INV IN = 2728.57(E) RIM = 2738.11 8"INV OUT= 2728.47(IN) 2725 STA=2737.0 00(S) 8"INV IN = 2728.02(E) 2725 PROJECT N0. 25 0915 HAD RIM = 737.06 W 8"INV OUT= 2728.02( ) 8"INV IN = 2727.63(E) DWG FILE C.400 8"INV IN = 2727.63(S) DESIGNED BY BT 8"INV OUT=2727.53(W) DRAWN BY JTA CHECKED BY BT ISSUE DATE 11/11/25 19+00 20+00 21+00 22+00 23+00 24+00 25+00 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm400 SHEET 5 OF 9 D:\Civil Innovations Projects\2025\25-0915-HADLER NO.3\200-Construction Drawings\205-Construction\25-0915-HADLER NO.3-C.400(SEWER PLAN AND PROFILE).dwg \\ WATER PLAN SCALE: 1" = 40'-0"HORIZONTAL 60 40 20 0 40 80 CIVIL INNOVATIONS NORTH HORIZONTAL SCALE IN FEET i Cj WATER LINE NOTES MIJ 0 POTABLE/NON-POTABLE CROSSING. SEE WATER MIJ NOTES NO. 2 AND 3 ON SHEET C.100 NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. y T O T O W � T 2CONSTRUCTION KEY NOTES o M � a WATER PLAN °O Y o T8 Tee,8"x 8"x 8" m Lui I ¢ � U " T6 Tee,8"x 8"x 6" O L Li co C cY) _ Z o Valve,8"Gate Z T Valve,6"Gate Elbow,8",111/4' - R PI PIRR PIRR RR PIRR PIRR PIRR .� 1— — — — — � — — — I I E22 Elbow,8",221/2° - - — — — — — — — - - - - - - - - - - - - - - - - - - - - - -- - - it I E45 Elbow,8",45° - - - - - - - __ __ - - - - - - - -__== — — L - - W — — W - - - - - W — — — — — W , E90 Elbow,8",90° EXISTING E. VIA ROBERTO ST. — — — — — — — 5, 55 Ss Single Water Service Per City Of Meridian Standard Drawing No.W1 &W2. — — IS1I] Install 3/4"Service Lateral With(1)3/4"Meter Setter. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - [S2] Double 1"Servicerlate Per ith(2)ty /4"MerMan SetterrdDrawingNo.W1 &W3. Install 1"Service lateral With(2)3/4"Meter Setters. 1 S — — — — — — — — — — — — — — ❑TOB 2"Blow-Off Assembly Per City Of Meridian in N o. J •'l } Sa S S 1 I B s S Standard Draw W12 ��pNAL E� R GIRR GIRR GIRR —4 GIRR GIRR — — — — — GIRR GIRR GIRR GIRR GIRR GIRR TOB 2"Blow-Off Assembly Per City Of Meridian 1 27 I B1 Standard Drawing No.W13 III I Fire Hydrant Assembly Complete Per City of Meridian Standard Q� g o Drawing No.W8(Also See City of Meridian Standard d1� �� T — — �IRq — — — _ — pJea.I —= PAR;— — GIRR olnR PIRR PIRR PIRR PIRR PIRR PIRR Drawing No.W9 for Water Service/Fire Hydrant Location) I ]-' 1 III P.C.C.Thrust Block(As Required Even If Not Shown) OF F BLOCK 2 BLOCK 2 1 I 3 I Point of Connection.After Testing And Approval,Remove ��� Q) / Existing Blow-off and Connect to Existing Water Main IN P 9 10 a I 11 12 13 I 14 15 16 17 18 19 20 21 22 23 24 25 26 EXISTING HADLER 1 0 0 1 SUBDIVISION NO. 1 I i c� w \ \ _ LU ~ 3 I S2 K � oz I S2 K \\ \ I P Ell 2 S2 ¢ � I S2 H S W ¢ z U L o $2 0 o I= M I,_I O U — =— —i=— — _— � — s° f 34 LF 6"PVC s s, C) z - - —i- - - o0 o z - - - -IW w 104LF8"PVC VV ow � > a EXISTING_E. HADLER ST. I s. } z I-'-I T—I- -_Ss I�� - - ss � - - - ss - - T—I ss s ss — � p z U 0 ¢ � z cn = LU O p �' E.HADLER ST. ss ss- -155�F 8, VC w T o o w — - - - - - - - - " rrt —I� �' - - � _ — N s l SS — � w w w 61 K zm � 65 LF 8"PVC 99 LF 8"PVC o ¢ z II 1 SS _ _ _ 1 � J F— SS SS SS I LU ¢ O Cn LUNt= z III ( S2 s II j 11 l S2 1 1 S2 TIS 1 s 1 Ell I I I 19 20 S2 VIS I I 26 27 28 K EXISTING HADLER I � 1I 1 K / SUBDIVISION NO.1 S1 $2 � co PIRR J PIRR / —� T PIRR PIRR Cz d // �� EXISTING HADLER SUBDIVISION NO.2 a BLOCK 4 BLOCK 4 29 30 31 32 33 34 35 36 37 38 39 0CD o Z 25 II � P—RR— —— PR — —— PIRR—— —— PIRR —— — PIRR —— —— PIRR —— —PIRR I I Q Q 7_7� - - - - - - - - - - wEG EG EG — — - - EG EG/ EG h — — —24 / EG EG EG EG EG W/\ EG EG / // OHP OHP — — — OHP OHP W 2321 / / J 22 J / PROJECT NO. 25-0915-HAD DWG FILE C.500 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 11/11/25 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Co500 SHEET 6 OF 9 D:\Civil Innovations Projects\2025\25-0915-HADLER NO.3\200-Construction Drawings\205-Construction\25-0915-HADLER NO.3-C.500(WATER PLAN).dwg \\ PRESSURE IRRIGATION PLAN r kk SCALE: 1" = 40'-0"HORIZONTAL 60 40 20 0 40 80 1 CIVIL INNOVATIONS NORTH HORIZONTAL SCALE IN FEET Q 2CONSTRUCTION KEY NOTES mij PRESSURE IRRIGATION PLAN Ja SL4 Pressure Irrigation Sleeve, 8"PVC, C-900 CA SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 ISM6 Z r O W 00 N T4 Tee, 4" o CO us > � J 00, `a T6 Tee, 6" la o cc LU V4 Valve, 4"Gate o z al 0 Lii co O � V6 Valve, 6"Gate Z o Elbow, 4", 11 1/4° Elbow, 4", 22 1/2° Elbow, 4", 45° - PIRR PIRR L PIRR PIRR — — — — — PIRR PIRR I Its) _ _ _ _ _ _ _ _ _ —_ _— _—_ _ __ _ __ __ _ _ Elbow, 4", 90° — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — -- — — — _—_—_—_—__________= ___= — — — — — — — — — — E5 Elbow, 6", 111/4° W — — — — — W — — — — — W — — — — — W EXISTING E. VIA ROBERTO ST. — - - - LI E6 Elbow, 6" 22 1/2° B� 55 SS L --�— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ +� Fvl Elbow, 6", 45° E8 Elbow, 6" 90° S J a{ } • '° 'S. S . S ° 4 1 . I S. ° 1 1 S. S ° ° S a. .. • S. ^ S — — — — TOB _ — — — _ _ Reducer, x 4 R GIRR GIRR GIRR —4 � GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR aaS 1 I TOB Te�"E P 27 Ri er 6" Ys ��l III I C4 Plug or Cap, 4" SIR _ P —= P R PIRR DIQR 7P11IR PIRR PIRR PIRR PIRR PIRR „ 422 LF 6'PVc C6 V6 K Cs Plug or Cap, 6 o S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 3/4"Pressure Irrigation Service Per NMID Standard OF Z� �� �' Detail-Type"A"Riser BLOCK 2 BLOCK 2 IN P. 9 10 a i 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 I �K P.C.C.Thurst Block(As Required Even If Not Shown) 1 I EXISTING HADLER I Point of Connection.After Testing And Approval, Connect To LU \ \ SUBDIVISION NO. 1 I J Existing Pressure Irrigation Main a � U � U � oz \ PRESSURE IRRIGATION NOTES: z Q o 1.THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE LU o z OWNED AND OPERATED BY HADLER SUBDIVISION — — — — — - HOMEOWNERS ASSOCIATION. IRRIGATION WATER WILL BE 22-) " � W — . o PROVIDED BY NEW YORK IRRIGATION DISTRICT oo � z — _ - -,- - —� - - rt — — � — — T —�— W 1 W w W 6 U- LU EXISTING E. HADLER ST. I oC ~ S 55 — — — s° 2.BACKUP SOURCE FOR THE PRESSURE IRRIGATION SYSTEM z °C W - - 1 - - - — T— s 5 S LU S S - _ w ° U U U) �1 ss - IS A 2"CONNECTION TO THE DOMESTIC WATER SYSTEM o � o 0 — � - - — - - _—� Cn _ � —_ —_ ss w s � z LOCATED ON THE WEST SIDE OF LOT 11, BLOCK 3. LU LL, LT �. Ss W W W 2m m E. HADLER ST. I a CD z SS I J SS SS SS SS I LU 0 N III ( s 1 0 0 Cn LU I II II AA6 19 20 III I _� I I_ I ` • s I I I T I 26 27 28 EXISTING HADLER I�� SUBDIVISION NO. 1co PIRR PIRR T� — — PIRR —_ — PIRR / Cm I a I I I I Z K BLOCK 4 / / y Q _ BLOCK 4 29 30 31 32 33 34 35 36 37 38 39 0 o Z / 25 I E5 I O S1 S1 2-1 S1 S1 S1 S1 S1 S1 S1 o S1 S1 EXISTING HADLER \ � I I y O SUBDIVISION N0.2 332 LF 6 PVC PIR PIR PIRR PIRR PIRR PIRR PIRR C6 V6 K o 27 LF 6"PVC cD z — P EG EG EG EG EG EG � � / Q EG LU — — m 24 // /�G/ / EG EG EG EG EG EG EG — — — — — EG CN EG \ y w d OH OHP OHP — — OHP — — — OHP — OHP W 23 / / J a 2221 J / PROJECT NO. 25-0915-HAD DWG FILE C.600 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 11/11/25 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm600 SHEET 7 OF 9 D:\Civil Innovations Projects\2025\25-0915-HADLER NO.3\200-Construction Drawings\205-Construction\25-0915-HADLER NO.3-C.600(PRESSURE IRRIGATION PLAN).dwg mmll mmll n T T T O LI 00 T E C� N 0? oR us r` M M o J00 iC LL Y ON o O w ' c/) w U 0 47' Cc 0 co z Uj °� O 2 2.0' 5' 33' 5' 2.0' Z SIDEWALK SIDEWALK o 2' 1 14.5' 14.5' 2' T ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 3-1MaY SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 1.75% 2% 2% 1.75% M 3.y g:1 MAX 77 2-1/21,OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER (SP-3,0.50 INCH(%")MIX,PG 58-28) ACHD SUPPLEMENTAL DWG.SD-709 4"OF 3/4"MINUS CRUSHED GRAVEL BASE 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALS 14"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) COMPACTED STABLE SUBGRADE 1 TYPICAL STREET SECTION (ATTACHED SIDEWALK) NOT TO SCALE-E.HADLER ST. olW CISTE�� r 0 62 �� ii/ii/ate�o 0 F Q) IN P.T LL J LL Q U O _ LU ~ OC O O } Q m Z Q O !<- Z Z G O z W J OC w j U U Z 0 0 z 00 O z O � � z w a > w oC oC a = z N = LUO o O N U O = w zw En F z cc � � J � W Q O LU Cn F- z M O � Z z Zo zCC J m CD W � � � O m = CL cc (D O CC 5; Cc d Cn O co 38 Q J N 26' w � z � Q LU o w 18' 8' 10' 2' 22.5' MATCH EXIST. = W 3:1 MAX.SLOPE V MIN. V MIN. y EXISTING VERTICAL CURB AND GUTTER LANDING 2.0% LANDING g.1 M 2.O�o 1.80% 2.0% LU 5"THICK CONCRETE SIDEWALK PER 0 ACHD SUPPLEMENTAL DWG.SD-709 4"OF 3/4"MINUS CRUSHED GRAVEL 2 E. VIA ROBERTO STREET TYPICAL SECTION NOT TO SCALE PROJECT NO. 25-0915-HAD DWG FILE C.700 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 11/11/25 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm700 SHEET 8 OF 9 D:\Civil Innovations Projects\2025\25-0915-HADLER NO.3\200-Construction Drawings\205-Construction\25-0915-HADLER NO.3-C.700(STREET DETAILS).dwg I I II II III � � III II I � I I I III I III I II I I I , , I I BI II II III I I v II , , , III IIIII III , _ J EXISTING TYPE I EXISTING TYPE I EXISTING TYPE I IIIII EXISTING TYPE I EXISTING TYPE I EXISTING TYPE STREET LIGHT STREET LIGHT EXISTING AP X SOUTHEAST SUB .NO.3 STREET LIGHT STREET LIGHT EXISTING APE SOUTHEAST SUBD.NO. STREET LIGHT STREET LIGHT ,� Ii iCODT 0 I T T — _ _ _ _ — I 00 L r E - - - - - - - - - - - - O EXISTING E. VIA ROBERTO ST. p � 00 0 U — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CO c 1 > o o _ _ _ _ _ _ — _ _ _ EPA _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — = Ila Y o = E.Via Roberto I - Fj C_ LLJ LLJ — — — — - - - - - - - - - - - - - - - — - - - - - - - - - - - - - — — — — — — — — — m Z .� LU CD � � 1 27 co I D I I , NI jl� ii III I I � I I I I III < III I I Z T BLOCK 1 BLOCK 1 w BLOCK 2 I I BLOCK 2 1 BLOCK 2 15 14 13 12 11 10 9 8 7 6 5 4 3 2 III 2 3 4 5 6 7 8 9 10 / 11 12 13 1 14 15 16 17 18 19 20 21 22 23 24 25 26 cri III EXISTING HADLER EXISTING HADLER III III EXISTING HADLER EXISTING HADLER SUBDIVISION NO.1 SUBDIVISION NO.1 EXISTING TYPE II III � III SUBDIVISION NO.1 SUBDIVISION NO.1 I /� STREET LIGHT w INSTALL TYPE II III EXISTING TYPE II \ 1 STREET LIGHT (TREETj LIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �y —LL 16 _ EXISTING E. HADLER ST. _ 1 E HADL _____ —____— _____ _= ERST, 17 1 / /// - - - - - - - - - - - - - - - - - - - r / ` _ — w EXISTING TYPE II EXISTING TYPE II STREET LIGHT EXISTING TYPE I II STREET LIGHT \ EXISTING TYPE II 1 STREET LIGHT „ / STREET LIGHT INSTALL TYPE II III III 1 2 3 4 5 6 7 8 9 10 \— / 12 13 14 15 16 17 18 19 20 I STREET LIGHT ��QNAL Iwml III III � � III III 1 26 27 28 19 w BLOCK 3 // II ICI I I IIIw II II / _ _ I , � /� - - - --- - - _ _ _ - - _ _ 20 /� ��/ — ----- - -- -- — — — — — — /// BLOCK �� Z� Q BLOCK �J of o) 25 1 29 30 31 32 33 34 35 3s 37 38 39 jN P. �j S w X EXISTING TYPE II III III �_ EXISTING HADLER I � I STREET LIGHT EXISTING HADLER � EXISTING HADLER -, o 21 „ , SUBDIVISION NO.1 1 SUBDIVISION N0.2 o III SUBDIVISION N0.1 //i i // // W J EXISTING HADLER III _ / SUBDIVISION NO.1 \ (( ¢ \ 21 // /// - - - - _ 1 �\ t EXISTING TYPE II /// /// / J Lu — EG — -- -- EG � U 0- BLOCK 0 // ^�/ JI I STREET LIGHT / � / / / o z � \ / / EG EG � � � N EG _ — EG - EG EG EG 0 d � m 22 // / / / \ cn z > // III 1 43 42 41 40 39 38 37 36 35 34 33 32 31 ///�� / /�G EG/ w z z - - - - - II III / _� / / o � 23 EXISTING HADLER 80 //�/ /// / / xo > I II III SUBDIVISION NO.2 23 / / z o EXISTING HADLER 29 23 / o 0 0 o z — — — — EXISTING TYPE II EXISTING TYPE II SUBDIVISION NO.2 / / / / o w u- S \44 STREET LIGHT STREET LIGHT 28 /// /// 22 / / = z w - ----------------- \ / / z x w cc °� Y4 \ // // / o co �� — - - - - - 27 / / aoz w o EXISTINGTYPEI I \� �_ — 1iE1_ _ _ — — /// /// / / o cn c- o STREETLIGHT � _ _ _ _ _ _ _ _ _ - - - - - ' � z — — EXISTING E. OVERT DR. — — — — — \ _\ 26 /// /// Y1 / / v'Cr, LL, W 25 25 — — — — — — — — — — — _ _ _ _ _ - - - - - - - - \ _\ _\ EXISTING TYPE II /// / /// / / ) = = x o I 27 EXISTING TYPE II � Q \ \ \\� , \ �\ STREET LIGHT � / / � c' � z EXISTING HADLER III III EXISTING HADLER \ \ \ \ / SUBDIVISION NO.2 STREET LIGHT 19 / III SUBDIVISION NO.2 w 29 BLOCK 1 EXISTING TYPE II `5 III BLOCK 4 \ \ \ BLOCK 1 30 31 32 33 34 35 36 37 CD1 2 3 4 5 6 STREET LIGHT \ \ \ /I 18 w 28 II II IJ � � w 7 II - - - - - - - - - - - - - - - - - - - 17 9 \ EG - EG — — — EG — — — — EG — — — — — EG — — _ EG EG — _ EG _ EG _ — — — — EG \ \ \ 10 \ — EG EG — _ — EG — — _ EG — — — EG — EG — — — — — EG — — — — — EG EG EG \ \ \ \ 16 \ / / \ \ \EG \ 12 C E� 13 a ��/ ��/ / Q// \ i 2C 14 O \EG \EG \ 15 / / � E. LAKE HAZEL ROAD y O= \ / Q o \ / — EG z cD Q J EG i Ca0 W l cc LU a w W y STREET LIGHT PLAN CDca SCALE: 1" = 60'-0"HORIZONTAL `~ W 90 60 30 0 60 Imillili 0 J y 0 CITY OF MERIDIAN SPECIFICATIONS E.VIA Q STREET LIGHT NOTES ! ROBERTO ST. - - 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN LIGHTING PLAN LEGEND ■❑ ■� ■� ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE �L( ■ ■ ■ MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND " Existing Type I Street Light ■ THE NEST LIGHTING ELECTRICAL Ij� PROJECT SITE 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR IL110W'+What's below. � J v` TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT o Existing Type II Street Light Call before YOU dig. � HADLER UBD. N0. 3 HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS. PROJECT NO. 25-0915-HAD 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE ■ �1 YOU DIG,GRADE,OR EXCAVATE FOR THE ❑ DWG FILE C.800 BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND ��� City Of Meridian Type I Street Light MARKING OF UNDERGROUND UTILITIES. ■ � � ■ ASSOCIATED WIRING. 7IT�� DESIGNED BY BT 4. STREET LIGHT BASES SHALL BE LOCATED 1 O' MIN. FROM TREES,5' DRAWN BY JTA MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. City Of Meridian Type II Street Light CHECKED BY BT 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO NOTE THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD ISSUE DATE 11/11/25 COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO Electrical Transformer THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL I SCALE AS SHOWN REQUESTING FINAL INSPECTION. CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF E. COLUMBIA ROAD , 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACID ASSUMES NO LIABILITY FOR I VERT.SCALE AS SHOWN (208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, O Electrical Service Box ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACID POLICY SHALL BE OR TO ACCESS LOCKED METER PEDESTALS. APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. Clill. 800 7. NEW TYPE I STREET LIGHTS SHALL BE AMERICAN ELECTRIC ATBMIC P104 MVOLTR2 3K DDB P7 UMS-DB-37 WATTS ON KW SSP25-4.0-1 1-BRZ DM 10 BC POLES. SHEET 9 OF 9 D:\Civil Innovations Projects\2025\25-0915-HAD LER NO.3\200-Construction Drawings\205-Construction\25-0915-HADLER NO.3-C.800(STREET LIGHT PLAN).dwg