Loading...
HomeMy WebLinkAboutPublic Utility Plan VICINITY MAP mW-1 ;%_� �������� �SSIONAL �cf ®� q�p� I S TE�pLy�'tc��'� RECORDS APARTMENTSLu 11 0 1730 N . RECORDS WAY a z PROJECT - LY KE W LOCATION MERIDIAN , IDAHO z 04/27/2023 APRIL, 2023 E. EW W z 0 50 100 150 W CP#2 ® rj 201 T. Plan/Profile Scale: 1" = 50' o 0 o N 2634.32 ~ M M N 1/2" REBAR CCPT n LEGEND � -N.T.S- Ln 91 ® I o ,� Qo 5/8 INCH REBAR 0 - - - - - - - - - - - - LATITUDE: 43 37 14.52 N 0 I LONGITUDE: 116020'44.42"W 0 1/2 INCH REBARLu CP#1 ® ALUMINUM CAP 0N 200 SHEET INDEX Ln E. E LD E N GRAY ST. 2635.1 1 O BRASS PLUG w w r• Pa CO.0 COVER w 1/2" REBAR CCPT z F Ln C0.1 PROJECT DETAILS ePK PK NAIL O o w 0 0 V i s CO.2 DEMOLITION PLAN X CHISELED X 2 a � o \ i w F Z o z a C1.0-C1.1 SITE PLAN O SEWER MANHOLE W w 0 s 0 O _ _ l C1.2 FIRE SITE PLAN ® SEWER CLEAN OUT � a a � ssco 0 C1.3 SIGNAGE AND STRIPING PLAN } o SD STORM DRAIN MANHOLE ® '® 4 C2.0-C2.1 DRAINAGE PLAN " o r ® STORM DRAIN CLEAN-OUT 0 0 / r' i n i nI C3.0-C3.1 SEWER PLAN seco V a N 0011 STORM DRAIN CATCH BASIN Ln W ``` v. ' r • r 1 : { :t . s ® ' C4.0-C4.2 WATER PLAN 0 r m o C5.0-05.2 GRADING PLAN ® ® SAND AND GREASE TRAP w ° C6.0 GRAVITY IRRIGATION PLAN MONITORING WELL wv Z N M ® I ® ESC1.0 SWPPP x WATER VALVE L1.0-1_10.0 LANDSCAPE PLAN © WATER METER * M 0FIRE HYDRANT CITY OF MERIDIAN GENERAL NOTES KM STANDARD CONSTRUCTION NOTES - CONTACT INFORMATION + � ® WATER MANHOLE ENGINEER GENERAL CONSTRUCTION GENERAL 1 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 1. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE ' ° �� ® ` KM ENGINEERING, LLP O BLOW-OFF VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE ENGINEER AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF T F_P 5725 NORTH DISCOVERY WAY CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CONSTRUCTION. 1 .. BOISE, IDAHO 83713 - EXISTING LIGHT POLE ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY r I I PHONE: (208) 639-6939 o PROPOSED LIGHT POLE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE 1 I FAX: (208) 639-6930 HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION � DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE SAFETY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE a CONTACT: KELLY KEHRER, P.E., P.L.S. CONTROLLING STANDARDS OR SPECIFICATIONS. RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND TRAFFIC CONTROL WITHIN _ EMAIL: kelly®kmengllp.com m ELECTRIC BOX AND AROUND THE CONSTRUCTION AREA. TRANSFORMER 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD 3. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE APPROVED PLANS, s ® ARCHITECT SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING ❑® BABCOCK DESIGN �Q� POWER POLE SPECIFICATIONS, SOILS REPORT, AND APPENDIX CHAPTER 33 OF THE UNIFORM CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT BUILDING CODE. ' �' � ° � , I 800 WEST MAIN STREET, SUITE 940 COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP ® _ 800BOI IDAHO 83702 WORK ORDER UNTIL THE SITUATION IS RESOLVED. 4. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND I PHONE: (208) 424-7675 ® TELEPHONE STUB 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE PROTECTED DURING CONSTRUCTION. CONTACT: JAMIE KOENIG ❑T TELEPHONE PEDESTAL CITY OF MERIDIAN ON SITE AT ALL TIMES. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR v v EMAIL: jamie®babcockdesign.com REQUIREMENTS OF THE CITY OF MERIDIAN, VEOLIA WATER, ADA COUNTY HIGHWAY © CABLE TV PEDESTAL 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A �' ' PROPERTY OWNER PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. DISTRICT, AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. IRR • •• s •.s , �, ,. BVZ RECORDS VILLAGE, LLC/DWT INVESTMENTS, LLC ® IRRIGATION VALVE 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE I I ` ' t 2194 SNAKE RIVER PARKWAY, SUITE 300 OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE i I IDAHO FALLS, IDAHO 83402 lR IRRIGATION BOX FUNCTIONING. THE CONTRACTOR HA Y H T r- . AND UNCT ONING. E CON RAC OR SHALL COMPLY WITH ALL REQUIREMENTS S OF •? WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. Q � ® : .•s, s � PHONE: (208) 523-3794 THE STORM WATER POLLUTION PREVENTION PLAN. ® I I 1• ems' _ ®® I CONTACT: TAHRI MOLIFUA -� SIGN 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE 7. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE y : ," r" `r. ®® EMAIL: tahri0ballventures.com REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. I - ®® r ® POST FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. I a� ®® ®® 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, r r DEVELOPER REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. I S• ......................•• ® i. BRIGHTON CORPORATION TREE AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL 2929 WEST NAVIGATOR DRIVE, SUITE 400 MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET 8. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE I Q ; r MERIDIAN, IDAHO 83642 SIGNAL LIGHT FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF ® �' .t ' , . PHONE: (208) 378-4000 AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. I 1 I CONTACT: JON WARDLE - - BOUNDARY LINE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM I�► �'.x " I EMAIL: jwardle©brightoncorp.com - - PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. Y ' , - ADJACENT PROPERTY LINE PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. I I - • DIGLINE 9. ALL CONTRACTORS WORKING WITHIN EXISTING PUBLIC ROAD RIGHT-OF-WAY ARE Q I f - - - - - - - - - - - EASEMENT LINE 9. INSPECTION, APPROVAL, AND FINAL ACCEPTANCE OF ALL WATER AND SEWER REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ADA COUNTY DIGLINE, Inc. - - - - 50 S. COLE RD. CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION HIGHWAY DISTRICT AT LEAST TWENTY FOUR (24) HOURS PRIOR TO ANY W - - - - - - - - - SAWCUT LINE SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE CONSTRUCTION. I I , { BOISE, IDAHO 83709 RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN I I 1 ;• PHONE: 811 R/w R/w RIGHT-OF-WAY LINE ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE z ,. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING s s s SANITARY SEWER LINE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. AGENCIES. THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE ENGINEER I I I Q OR PROJECT INSPECTOR PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE ° s se se STORM DRAIN LINE - 1 1. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR WITHOUT THE CURRENT SET OF APPROVED PLANS. SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN GRADING w w WATER LINE z PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE ° APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 11. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, CMIE IA PPP UNDERGROUND POWER LINE Q ROADWAY BACKFILL, DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF ; I I . Pubk IDAMO Ln SECTION 200 OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND I �► I %*rim Depwbnent OP-OP- OVERHEAD POWER LINE 0 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. I i I De4n&Cansttuadon supphmentai#pealllca�vna TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST 12. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE I I r G G G GAS LINE Z TWENTY FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS iI ° ■ e . I••I--I w RECOMMENDED BY THE GEOTECHNICAL CONSULTANT. ALL WASTE MATERIAL SHALL BE 40 r T T TELEPHONE/FIBER OPTIC LINE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE I ! r` si si SIGNAL LINE UTILITY TRENCHES ABOVE THE PIPE ZONE. REGULATIONS. THE SITE SHALL BE PROOF-ROLLED PRIOR TO PLACEMENT OF FILL - I i s , WATER MATERIAL TO ENSURE STABILITY OF SUBGRADE. A GEOTECHNICAL CONSULTANT n m GI GI GRAVITY IRRIGATION LINE REPRESENTATIVE SHALL REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND v m ' Q Q Lu 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE COMPACTION OF STRUCTURAL FILL. I I EP EP EDGE OF PAVEMENT LINE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT. Q O THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE 13. I I ED ED EDGE OF DIRT LINE NO. 1. 14. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR I o ° (n 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER AND OWNER BEFORE THE START OF CONSTRUCTION. I TOE TOE TOE OF SLOPE 0 0 U MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN 15. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT I I (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE FOR CONSTRUCTION ACTIVITY WITH THE EPA. 8 I TOP TOP TOP OF SLOPE O WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM I x x x FENCE LINE O U SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER I ° I U L1J 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) R MORE RESTRICTIVE. �� AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). � 1 I ,: • x CONCRETE LU 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER UTILITY I C ¢ •*� ASPHALT PAVEMENT z SERVICES WATER EMAINS SHALL MAIN AND MIINI UM OFESIX (6) MAN O WHERE R IT 17. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN (( APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION WITHSHA LESS S BE CTHAN EIGHTEEN ACCORDANCE(1 ) INHSWIOF SECTION VERTICAL542 AR TONHE HE CROSSINGO RULES OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 I y ® ® ®® FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND 40 WASTEWATER RULES (IDAPA 58.01.16). ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. \ ®® 18. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE 4. PLACE WATER SERVICE LINES IN A SLEEVE WHEREVER THE SERVICE LINE CROSSES A REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND / [Zb 0 STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE ABANDONMENT. COORDINATE WITH IDWR WESTERN REGION (334-2190). TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST 19. EXISTING OVERHEAD POWER LINES SHALL BE RETAINED AND PROTECTED AS NEEDED BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL INSPECTOR. COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER SEWER OVERHEAD POWER LINES AND POLES AS REQUIRED. CP#3 EP P EP p p E��G� EP E - - 20. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE 202 - ec� 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE EP- EGA WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS SITE SHALL BE ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO 2636.74 I REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE MANUAL. THE 1/2" REBAR CCPT E. FAIRVIEW AVE. �203 EP CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAINFIELD, AND 2639.52 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED FROM 1/2" REBAR CCPT MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE SEPTIC TANK TO THE DRAINFIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL VERIFY THE EXISTENCE OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR AS DIRECTED BY THE 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION OF THE DRAINFIELD AREA. AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF-SITE. AFTER INSPECTION OF EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER STRUCTURAL FILL. SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 21. INSTALL CONCRETE COLLARS PER ISPWC SD-616 AROUND ALL RIMS, GRATES, AND WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING METERS WITHIN ASPHALT. SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES DRAINAGE BENCHMARK FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 22. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY AN POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION 4. PLACE SEWER SERVICE LINES IN A WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE AUTHORIZED REPRESENTATIVE OF THE CONTROLLING GOVERNMENTAL AGENCY SHALL CP #1 0 713012.363 2467302.230 2635.114 1/2 INCH REBAR LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE BE USED BY THE PROJECT CONTRACTOR(S). SWALES). 23. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY CP #2 0 713023.779 2466570.540 2634.325 1/2 INCH REBAR PRESSURIZED IRRIGATION APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING CP #3 0 712291.989 2466534.027 2636.742 1/2 INCH REBAR UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CP #4 0 712297.183 2467263.899 2639.517 1/2 INCH REBAR IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE #(800) 342-1585 FOR UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) DIGGING. AND THE CITY OF MERIDIAN WATER DEPARTMENT. 24. ANY PLAN CHANGES REQUIRES APPROVAL BY THE DESIGN ENGINEER AND THE CITY ADA NOTES ACHD NOTES DRAINAGE OF MERIDIAN. 1. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL MEET THE FOLLOWING SLOPE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT-OF-WAY, ACHD OR ITD SHALL 25. THE CONTRACTOR SHALL CONTACT MERIDIAN CITY PUBLIC WORKS FOR INSPECTION REQUIREMENTS LIST BELOW. CONTRACTOR WILL BE REQUIRED TO REPLACE/REPAIR ANY RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE IDAHO REQUIREMENT PER ISPWC ACHD SUPPLEMENT SD-616 AND BE IN ACCORDANCE WITH BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT OF ALL STORM DRAINAGE FACILITIES (PRIOR TO PLACEMENT OF FILTER FABRIC) 24 IMPROVEMENTS NOT MEETING THESE CRITERIA AT HIS OWN COST. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SECTION 703 OF THE ISPWC. ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION HOURS MINIMUM ADVANCED NOTICE. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, OF DRAINAGE FACILITIES. HOWEVER, ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE SIDEWALKS AND ACCESSIBLE ROUTES AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE 26. ALL STORM DRAIN PIPE SHALL BE ASTM D3034, SDR 35, OR APPROVED EQUAL, OR IN WRITING BY THE DISTRICT. UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY APPROPRIATE PERMIT. AS OTHERWISE INDICATED HERE ON. -2% MAXIMUM CROSS SLOPE COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 27. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED -5% MAXIMUM RUNNING SLOPE 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO SO AS NOT TO CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OTHER REQUIRED AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK, OR OTHER 8. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES STREET IMPROVEMENTS. ADA PARKING AREAS AND LANDINGS STREET IMPROVEMENTS. FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE -2% MAXIMUM SLOPE ANY DIRECTION SHALL NOT EXCEED 2.0%. THERE ARE NO "TOLERANCES" ALLOWED. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY RAMPS CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET 9. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS PAVING AND CURB NOTES PAVEMENT SECTION OR TO USE THE FOLLOWING: REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE -2% MAXIMUM CROSS SLOPE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. E N G I N E E R I N G 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON SITE, A COPY OF THE MOST CURRENT 1. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS BETWEEN THE VARIOUS CURB -8.33% (1:12) MAXIMUM RUNNING SLOPE N. RECORDS WAY (COLLECTOR): 0.5-INCHES SP-3 ASPHALT MIX, 3-INCHES OF PG 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). TYPES AND AS NECESSARY TO MAINTAIN ADA COMPLIANCE FOR ALL PEDESTRIAN RAMPS. 64-28 ASPHALT MIX, 4-INCHES OF '/<-INCH CRUSHED AGGREGATE, AND 20-INCHES CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT 5725 NORTH DISCOVERY WAY 2. TRUNCATED DOMES SHALL BE CAST INTO CONCRETE (STAMPED CONCRETE AND ADHESIVE OF 6-INCH MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. DURING TRENCHING OPERATIONS. BOISE, IDAHO 83713 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD PHONE(208)639-6939 SUPPLEMENTAL CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR 4. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. kmengllp.com CONSTRUCTION. WILL BE COORDINATED AND APPROVED THROUGH CONSTRUCTION SERVICES OF ACHD 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE VERTICAL DATUM 3. ALL ADA SIGNAGE AND STRIPING SHALL MEET THE MINIMUM REQUIREMENTS OF THE (387-6284) PRIOR TO INITIATING ANY CONSTRUCTION. DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL DESIGN BY: HIH 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE MOST CURRENT EDITIONS OF THE ADA, MUTCD, AND THE ISPWC. IN THE CENTER OR EDGE OF A TRAVEL LANE. www.meridiancity org 1. VERTICAL DATUM IS NAVD 88. 5. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH DRAWN BY: HIH 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ACHD COMPLIANCE RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED TO STORM DRAIN MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION CHECKED BY: KSK ADHERED TO. CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROADWAY CONSTRUCTION, AND STANDARDS, OR TIME IS A CRITICAL FACTOR. T T T R T CONCREE WOK. ANY WORK TO BE DONE OUTSIDE OF HE 300' EXTENDED 5 ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DATE: 04.27.2023 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ) 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. PROJECT: 21-225 SPECIFICATION ON THE JOB SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER PROJECT GEOTECHNICAL REPORT PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AN INSPECTION, UNTIL THE SITUATION IS RESOLVED. ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE REQUESTED THROUGH ACHD CONSTRUCTION SERVICES, 208-387-6280, A MINIMUM SHEET NO. 1. THE GEOTECHNICAL REPORT PREPARED BY ATLAS DATED 1 1/09/21 WILL BE THE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT OF 24 HOURS PRIOR TO CONSTRUCTION STARTING. PROJECT GEOTECHNICAL REPORT. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESCRIPTION, WERE APPROVED FOR THE PROJECT: CO 0 THE SPECIFICATIONS OF THE GEOTECHNICAL REPORT AND THE CONSTRUCTION PLANS. IN THE EVENT OF CONTRADICTING SPECIFICATIONS, THE MORE RESTRICTIVE SHALL APPLY. NONE ZONAL Quo I S TE,p�y� 11 LEGEND 0 WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER SAND/GREASE TRAP (ISPWC SD-624) OR Q 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED SEDIMENT MANHOLE (ISPWC SD-611) OF FINISH GRADE 9 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703)z ® 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER 2' RING & OR P 18" DIA. CORRUGATED HOPE IF INSTALLED WITH CHAMBERS/VC PIPE PERFORATED PER CHIPS, INSTALL WOVEN LY KEG' © TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS a0 e 0 PI EOSDHALLOBECOPPER WIRE,PERFORATED PVCU STIMNDC0LOR 3035, SDRL BE 35. WELLS BACKFIEEN WITH HREE LED IN AIPITR EQUIREER S6" ISPWC SD(TMP) TREES & SHRUBS AND DRAIN ROCK 04/27/2023 _- _-__.'_•_r.'_•, PIPE. DRILLED WELLS MAY USE 4" PIPE ARE NOT PERMITTED OBSERVATION ON ~_ O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK BEDTOP OF SEEPAGE WELL E � 0 POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LBS CY 3 ro AP / / ELEV BOTTOM PERF <= EE COVER �\ / ® O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. ELEV BOTTOM BAFFLE NOTES a, . USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES \ \ \V \ - SEE s 3 NOTES: ; NOTE 1 1 "0% SLOPE• " STD j2',PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR 't STORM DRAINAGE FACILITIESN.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD /\\\\ •NATIVE �\ DRAINAROCDK PLAN SHEET / \/4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUT ER SECTION S01 \\0F. O O O O w Q O O N Il 5' OF 18" SOLID¢ WALL PIPE WITH ASTM C33 ;,;. ;::15_FTSAND.::;"<<' , r 18' 4" OF J" PIPE BEDDING ";': r. •:•_:. ... 3-FT m NONWOVEN FILTER FABRIC. OVERLAP `TRANSITIONY5-FT IN� N MAX HSGW MINIMUM OF 1-FT TOP AND BED NON-PERFORATED ELEVATION Z o SIDES ONLY TO PERFORATED PIPE O Z e a SECTION > I w w -�� NOTES: N.T.S. � 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. LiB SECTION CONCRETE COLLAR 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE O a MAX HSGW ELEVATION Z > N.T.S. 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED Z = 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS w 4 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS w 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM N w 2 EL. BOTTOM PERFORATIONS IN 18" PERF PIPE Z H w 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES O O z Z O 9. BED WIDTH SHALL REMAIN CONSTANT 0 w O V g 10. WATERTIGHT CONNECTION REQUIRED N Z 0 M 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF Q100 VELOCITY THROUGH STRUCTURE > 0.5 FPS - 2 Q Q COVER NOTES: Lu I- 1-I- O FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: w p LU 0 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED _ F V FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: O Q Q 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED U --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN F z --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED �- --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE U w 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR J" TO 2" ROCK IS REQUIRED WITH O0 Q SECTION MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. I- 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE w N.T.S. SUBGRADE Z 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE O SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE d N SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES 2017 SEEPAGE BED WITH STANDARD DRAWING Z N m a 2017 ACHD REVISION 2017 ACHD REVISION ACHD STORMWATER DESIGN GUIDELINES OPTIONAL CHAMBERS BMP 20 FORIDAHPUBL CNDARDS WORKS GROUNDWATER STANDARD DRAWING IDAFORHPUBL CN WORKS GROUNDWATER DARDS STANDARD DRAWING SHEET 1 OF 3 CONSTRUCTION OBSERVATION WELL SD-627 CONSTRUCTION OBSERVATION WELL SD-627 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 1,000 GALLON SAND rA AND GREASE TRAP PER NO TREES ARE ALLOWED DETAIL THIS SHEET WITHIN 10' OF THE w_w w 10' SIDEWALK PER ACHD OUTSIDE PERIMETER OF O-Q ------ ------- m w SUPPLEMENTAL STANDARD THE SEEPAGE BED aQ= FINISH GROUND >�CO DRAWING SD-709. =wcn ui o U) ELEV. - "A" (MIN.) CURB AND GUTTER *18"0 PERFORATED ADS N-12 HP. PER ROADWAY PLANS. yX�j� .X�j�j���� TRANSITION 5' IN BED NON-PERFORATED L�A ��j/ ASPHALT . ��• TO PERFORATED PIPE x ELEV. „B„ LENGTH VARIES, SEE TABLE THIS SHEET - _4" OF 3/4" MINUS GRAVEL BASE COURSE (NO SLAG) 1,000 GALLON SAND AND GREASE TRAP PLAN VIEW 3 PER ACHD STORMWATER DESIGN GUIDELINES C BMP 20. SEE SHEET C2.0 FOR LOCATION, WATERTIGHT CONNECTION ELEV. 5 �" 5 w_w �8" OF STRUCTURAL SUBBASE `s ELEVATIONS, AND ADDITIONAL INFORMATION *18"� PERFORATED J>O O O O " om IMPORT BACK FILL OR APPROVED ADS N-12 HP FINISH GROUND NATIVE MATERIAL. COMPACT AND TOP OF BOTTOM BAFFLE WALL SHALL 18" ADS CAP GROUNDWATER s =w PROOF ROLL SUBGRADE. 95% ____ ">' cn ( -_ OBSERVATION WELL BE EQUAL TO OR HIGHER THAN THE o_ MIN PROCTOR COMPACTION) LOWEST ROW OF PIPE PERFORATIONS ------qpO% Lij 20" SLOPE------ ------ 0 ELEV. - "D" 2 18" PIPE � PROFILE VIEW z Q 1.5' NOTES: MIN. 1. SEE PROJECT GEOTECHNICAL REPORT NOTE #1 SHEET C0.0 FOR 18" PERF PIPE WQ ADDITIONAL INFORMATION AND REQUIREMENTS. 4" OF J" CHIPS PIPE BEDDING WIDTH VARIES, SEE 2. GEOTECHNICAL ENGINEER TO VERIFY SUBGRADE COMPETENCY AT TIME PERFORATION SCHEDULE GROUND WATER OBSERVATION WELL MAX. HSGW TABLE THIS SHEET OF CONSTRUCTION. 3/8" PERFORATIONS IN VALLEY PER DETAIL, EXTEND 1.0' MIN = OR ROCK OF CORRUGATED PIPE. 5 EA ON 18". BELOW BOTTOM OF FILTER SAND ELEVATION LIGHT DUTY ASPHALT PAVEMENT SECTION 4 EXTEND 1.0' MIN. INTO NTS POORLY GRADED GRAVEL WITH SAND MATERIAL GENERAL NOTES SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW/EASEMENT A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT 17' BELOW EXISTING GRADE. FOR ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL INVESTIGATION REPORT PREPARED - BY ATLAS, DATED NOVEMBER 9, 2021. KEY B. THE DESIGN INFILTRATION RATES ARE BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY ATLAS, DATED NOVEMBER 9, 2021. 1. ISPWC 801 OR ASTM C33 FILTER SAND. z C. ALL MANHOLES AND DIVERSION BOXES SHALL BE HS25 OR GREATER LOAD RATED. 2. 3/4" - 2" ANGULAR ROCK. D. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN Q E. BED WIDTH SHALL REMAIN CONSTANT. GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. Ln F. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 0 0/001 j�3" ASPHALT MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT Z _4" OF 3/4" MINUS G. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. TOP AND SIDES ONLY. REFER TO BMP 20 FOR ADDITIONAL INFORMATION. UJ W J GRAVEL BASE COURSE (NO SLAG) H. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT COVER � I. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED. INSTALL WOVEN GEOTEXTILE Q DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. LOCATORS ARE TO BE SUPPLIED BY ACHD AND ARE $20 EACH; TO BE PAID FOR FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 F OR �12" OF STRUCTURAL SUBBASE PRIOR TO PLAN APPROVAL. APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. >- W � J. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. REFER TO BMP 20 FOR ADDITIONAL INFORMATION. \/-IMPOI VE MATET CK FILL COMPACT APP OV ED D K. IF CON TTRACHIOGR SHALL HER THAN NOTIFY ANTI HE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR 0 PROOF ROLL SUBGRADE. (95% L. REFER TO ACHD STORMWATER DESIGN GUIDELINES BMP 20 FOR SAND & GREASE TRAP. < U MIN PROCTOR COMPACTION) Ln W Q � � NOTES: SEEPAGE BED TABLE Q 0 1. SEE PROJECT GEOTECHNICAL REPORT NOTE #1 SHEET CO.0 FOR Q ADDITIONAL INFORMATION AND REQUIREMENTS. DETAIL BED LENGTH BED WIDTH DESIGN INFILTRATION U " " " " " " " 2. GEOTECHNICAL ENGINEER TO VERIFY SUBGRADE COMPETENCY AT TIME SEEPAGE BED SECTION (FT) (FT) BED DEPTH (FT) ELEVATION A ELEVATION B ELEVATION C ELEVATION D" GROUND WATER EL. DESIGN VOLUME (CF) RATE (IN/HR) U W OF CONSTRUCTION. HEAVY DUTY ASPHALT PAVEMENT SECTION SB#1 A-A 45 10.0 10.0 2633.39 2631.90 2628.95 2621.90 2615.90f 2,132 8.0 Z NTS Q m ACHD SEEPAGE BED DETAIL (ACHD SB#1) r.-I NTS rl 4000 PSI CONCRETE PAVEMENT _6" OF 3/4" MINUS GRAVEL BASE COURSE (NO SLAG) -COMPACT AA DCK FPROOILL IF ROLL REQUIRED). INOTOTBEDS OR AREA.HTRES SOH BE ALL BEOCAT PLANTED OVER SUCH SUBGRADE. (95 MIN PROCTOR COMPACTION) 30„ R=1/2 6„ 2 6„ BATTER THAT ROOT SYSTEM WILL NOT GROW INTO BED. -6"--18"--6"- R=1�' R0.5" R1„ R1" R0.5" R=3 1/2" ADS N-12 SOLID WALL PIPE OR WRAP PERF. PIPE WITH CONCRETE PAVEMENT - f 1/2" 6 1/2" CONCRETE COLLAR AND FRAME FILTER FABRIC EXTENDING 1.0' INTO DRAIN ROCK. NTS -4 AND COVER PER ISPWC SD-616 -SEE PLANS °4 R3.5" / 5.5" o ° ° d I CONCRETE COLLAR MORRIS INDUSTRIES INC., MONITORING WELL LID 12" MIN OVERLAP OR AS R3.5' ° a A R�1'/2" W/ SOLID OR GRATED COVER OR APPROVED SEQTUALU AND CONITH FRETS COLLAR NISH GRADE. RECOMMENDED BY MANUFACTURER 0°75' A 6" ° ON INLET PER ISPWC SD-616 a 1.5' /\\ a °° o Q ° A FINISH GRADE MIN 18" MIN MINUS 12" ADS CAPS 1 3/4" R. TYP. COMPACTED SUBGRADE CRUSHED 6" BOISE VAULT SAND AND 6" MIN. INSTALL GRAVEL GREASE TRAP (OR EQUAL) FILTER FABRIC O 4" OF 3/4" MINUS COMPACTED SUBGRADE HS-25 LOAD RATING SEE ADS PERFORATED PIPE @ 0.0% ALONG ALL RESERVED CRUSHED GRAVEL PLAN FOR DESIGN 20" SIDES OF ELEVATIONS STD� PARKING NOTES: GUTTER CHANNEL 6" REVERSE VERTICAL CURB AND GUTTER ROCK SECTION (NOT BOTTOM) SEE SUITABLE, PLANS 1. SIGN SHALL BE REFLECTORIZED NTS NTS UNDISTURBED BASE ��ir rr rr r 2" WASHED DRAIN ROCK SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGN IS � SEE PLANS TO BE MIN. OF 70 SQ. INCHES MONITORING WITH SEALED TEXTURE. EXTEND SAND 12" MIN. 6" PVC WELL INTO POORLY GRADED PERFORATED PIPE 2. SET 1 3/4" SQ. GALV. STL. POST GRAVEL WITH SAND 36" MIN DEPTH INTO 1' SQ. x 2' DEEP CONCRETE ASTM C-33 SAND FOOTING. 3. WHENEVER POSSIBLE SIGN TO BE SEE SITE PLAN R 1" FINISH GRADE SEE PLAN R 1" A LOCATED ON THE BUILDING ASPHALT 2» DIRECTLY IN FRONT OF ACCESSIBLE SEE GRADING PLAN 2" d ° a a CONCR TEADE PROFILE HI MIN O SEASONAL HIGH GROUND WATER VAN STALLS AT 5'-0" FROM BOTTOM OF 60,��.00 .��esoQ�b �� NOTEs: SECTION A-A SIGN TO FINISH GRADE. o,o�.o o.00,o .00,ov,o�°ovo,00.oa .c,e- o•o o°o,o '°o ' 4 o \/\/\/\/\/ \/\/\/ N o ° c 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER OR EVIDENCE OF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION. ACCESSIBLE - / / / / / / / N o° O `n \ \ \ \ \ \ \\ PER THE GEOTECHNICAL REPORT REFERENCED ON SHEET C0.0, GROUNDWATER IS ANTICIPATED TO BE AT LEAST 17 FEET BELOW EXISTING 4 NOT INCORRESPONDING DTO VANE \\ \\\\\\\\\�j\\\\6" �� o°o o \ \\ \ \\\ \\\� ° o°c�O c 2. POORLY GRADEDGRAVEL WITH SAND IS EXPECTED AT APPROXIMATELY 6 FEET BELOW EXISTING GRADE SURFACE. INDICATED STALL PAINTING. \\ \\ \\ \\ o E N G I N E E R I N G O C. O O 4" MIN. COMPACTED o° O c> ° 3. CONTRACTOR SHALL INSTALL ONE MONITORING WELL(S) PER SEEPAGE BED. AN ADDITIONAL MONITORING WELL MAY BE REFERENCED FOR 4" MIN. COMPACTED / / / GRAVEL BASE COURSE °O o O Oo CONSTRUCTION, OUTSIDE OF AND ADJACENT TO THE SEEPAGE BED. 5725 NORTH DISCOVERY WAY GRAVEL BASE COURSE /\\/\\ /\\ 4. CONTRACTOR TO CONTACT GEOTECHNICAL ENGINEER TO CONFIRM INFILTRATION RATES AT BOTTOM OF EACH SEEPAGE BED ROCK SECTION WITH BOISE, IDAHO 83713 A PERCOLATION TEST ONCE EXCAVATED. NOTIFY ENGINEER IMMEDIATELY IF INFILTRATION RATES ARE LESS THAN THE DESIGN INFILTRATION RATE PHONE(208)639-6939 OF 8 INCHES PER HOUR. kmengllp.com NOTES: NOTES: INSPECTION NOTE: DESIGN BY: HIH 1. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 5' MAX SPACING. 1. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 5' MAX SPACING. 2. MATERIALS AND CONSTRUCTION PER ISPWC DIVISION 700. 2. MATERIALS AND CONSTRUCTION PER ISPWC DIVISION 700. PROJECT ENGINEER TO INSPECT SEEPAGE BED ONCE EXCAVATED. DRAWN BY: HIH PROVIDE CITY A MINIMUM 48 HOURS NOTICE FOR ALL INSPECTIONS. METAL ACCESSIBLE PARKING SIGN THICKENED EDGE SIDEWALK WITH NO REVEAL THICKENED EDGE SIDEWALK WITH 6" REVEAL SEEPAGE BED (SB #1, 2, 3) CHECKED BY: KSK NTS NTS NTS NTS DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C0. 1 \ auk p ---- 1au—�—su so sD— DEMOLITION NOTES r �G P T��T��T � T T T T — d — P _ — _ — — _ _ _ _ — — — — 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH �SSZONAL �,f J T T T T T T T T T r T T — —T T — T - - THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE \ \ P P P P P P —� — — — — — P= P— �— T T T T T T T kp / �P P P p p p p CITY OF MERIDIAN, ADA COUNTY HIGHWAY DISTRICT, L — �c c I PUBLITHE C EDITION OF THE RUCTION IDAHO(ISPWC)STANDARDS AND THE 11 0 \ \ ��G G G G G G �G G G G G G G G G G G G G G G G PRESERVE AND PROTECT ACHID�,° � - PRESERVE AND PROTECT CURB, IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO n I GUTTER, AND VALLEY GUTTER EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY I V 12"W 12"W 12"W SEEPAGE BED, STORM DRAINAGE " `� 12"W 12"w 12"W 12"W 1 12"w 12"w 12"W 12' 12"w 12"w 12"w 12"w 12^w 12"w 12"w�'12"w 12"w 12" 12^w 12"w AND PREVIOUSLY APPROVED IN WRITING BY ALL s PIPING, AND MANHOLES PRESERVE AND �� OF 1� 4� SAWCUT LINE PRESERVE AND r263� E. E LD E N GRAY STREET APPROPRIATE ENTITIES. PROTECT SEWER MAIN ASPHALT PROTECT SEWER MAIN LY KEG SAWCUT LINE s s"s -a"s s"s a" s"s a"s 2 a"s s" a"s s"s a"s a"s �"s�so-a"s —a"s a"s s"s - s':� aps a"s s"s s"S s"s 8" s THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN 3 `� 2634 \ DEMO AND REMOVE SECTION AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL 04/27/2023 C' \ N AND CURB AND GUTTER COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 —2632- _ _ _ _ _ _ _ REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL CONTACT THE s. °° • s — — — — _ — — — — APPROPRIATE UTILITY COMPANIES OR DIGLINE / _ �— — L — (1-800-342-1585) FOR EXACT LOCATION A MINIMUM — — — — — — — — — — - — — — REMOVE AND REPLACE PRESERVE AND PROTECT ASPHALT OF 48 HOURS PRIOR TO DIGGING. PRESERVE AND SECTION OF CURB TELEPHONE LINE 0 30 60 90 AND GUTTER SAWCUT LINE 33 PROTECT SIDEWALK 3. UTILITIES ON THIS PLAN ARE BASED UPON A FIELD PRESERVE AND // SURVEY BY KM ENGINEERING, RECORD DRAWINGS, M M M M PROTECT BIKE LINE Q / —' AND FACILITY MAPS. KM ENGINEERING MAKES NO Plan/Profile Scale: 1" = 30' N N N N p / _ DEMO AND REMOVE RAMP F o 0 0 0 PRESERVE AND PRESERVE AND PROTECT AND SIDEWALK a I � GUARANTEE THAT THE UNDERGROUND UTILITIES o 0 o N r, ° � PROTECT WATER MAIN CURB AND GUTTER r7 SHOWN COMPRISE ALL UTILITIES IN THE AREA, EITHER r ° • / v' / / N I IN SERVICE OR ABANDONED. FURTHER, KM LEGEND ° 0 ENGINEERING DOES NOT WARRANT THAT THE N DEMO AND REMOVE GRAVITY REMOVE AND REPLACE SECTION Q M I REMOVE AND REPLACE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT z \ 3 s • / IRRIGATION PUMP AND ELECTRIC OF CURB, GUTTER, AND / M SITE DEMOLITION AREA 0 263 cfl \ SECTION OF CURB LOCATION INDICATED AND HAS NOT PHYSICALLY v, / / BOX. DEMO AND REMOVE SIDEWALK N J N AND GUTTER LOCATED THE UNDERGROUND UTILITIES. THE _ W r � ` L s / ° s / PIPING FROM BOX TO EDGE OF / J / :wwm 1z"w CONTRACTOR SHALL TAKE EVERY PRECAUTION TO —2635— — — — EXISTING GRADE CONTOUR SIDEWALK. GROUT END. SEE i PRESERVE AND PROTECT I PRESERVE AND PROTECT EXISTING FACILITIES NOT _ _ 0 N / LANDSCAPE FOR CONVERSION CURB AND GUTTER C ° BOUNDARY LINE z a SCHEDULED FOR REMOVAL AND COORDINATE WITH _ "1. PRESERVE AND TO PRESSURE IRRIGATION THE PROJECT ENGINEER IF UNEXPECTED FACILITIES z PROTECT SIDEWALK ARE ENCOUNTERED. ADJACENT PROPERTY LINE N = � w - - - - - - - - - - - EASEMENT LINE � o z z o 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING o w 0 u s PRESERVE AND PROTECT a � SANITARY SEWER LINE N a x r POWER LINES AND LIGHT POLE DEMOLITION WITH THE APPROPRIATE PHASE OF s s s 2 / \ ° CONSTRUCTION. —SD—SD— STORM DRAIN LINE o Ln WC ~ W o w 0 w z u z a 5. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY 2 x o DEMO AND REMOVE °y o I � REMOVED FROM THE SITE. REMOVAL OF EXISTING w w WATER LINE o a a �P Y SIDEWALK �O�/ \ rn CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE u o i ��� NATIVE, UNDISTURBED, GRANULAR SOILS. SUITABLE P P P UNDERGROUND POWER LINE F z PRESERVE AND PROTECT i / / ��1.`O / � NATIVE SOILS INCLUDE GW, GP, GM, SW, SP, SM IN u o CURB AND GUTTER PRESERVE AND PROTECT PRESSURE / ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION —op—op— OVERHEAD POWER LINE ° a ° IRRIGATION VALVES AND SERVICES „c��/ / ° SYSTEM (USCS). CONTRACTOR SHALL COMPLY WITH G G G GAS LINE Ln Lu ALL RECOMMENDED CONSTRUCTION CONSIDERATIONS, 2"s PRESERVE AND PROTECT STORM / / ml I � AS CONTAINED IN THE PROJECT GEOTECHNICAL o s ► DRAIN INLET AND_PIPING / // REPORT, REFERENCED ON SHEET CO.O. T T T TELEPHONE/FIBER OPTIC LINE w OBLITERATE SECTION ► \ N 6. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, sI sI SIGNAL LINE OF STRIPING - SEE DEMO AND REMOVE BIKE �2 / °oy / I � � EXCAVATED AREA SHALL BE INSPECTED BY THE Gi ci GRAVITY IRRIGATION LINE Z N M a 1SHEET C1.3 1 LANE, CURB, AND GUTTER 6�3� 'a/y / �263�� m N � OFOTECHNICAL SUBGRADE ORNSULTANT PLACEMENTO VERIFY OF STRUCTURAL ILITY FILL. ASPHALT SAWCUT E = °� � ► � 1 � / \ \ ' / I / THE EXPOSED SUBGRADE MUST BE IN A COMPACT, EP EP EDGE OF PAVEMENT LINE FIRM, AND STABLE CONDITION PRIOR TO FILL / ED ED EDGE OF DIRT LINE S °' � � \ I PLACEMENT. THIS WILL BE CONFIRMED BY PROOF-ROLLING THE SUBGRADE IN A MANNER r s ooy I ACCEPTABLE TO THE GEOTECHNICAL CONSULTANT. TOE TOE TOE OF SLOPE LINE DEMO AND REMOVE / PRESERVE AND SIDEWALK ^>a o~ I TOP TOP TOP OF SLOPE LINE DEMO AND REMOVE I PROTECT WATER MAIN 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING PRESERVE AND PROTECT I / ' CURB AND GUTTER I OF ALL DEMOLISHED MATERIALS AT AN APPROVED x x x CURB AND GUTTER s ° RELOCATE LIGHT POLE POWER I °° N PRESERVE AND OFF-SITE LOCATION. THE CONTRACTOR SHALL FENCE LINE I SUPPLY AS NEEDED FOR NEW PROTECT SEWER MAIN ASSUME RESPONSIBILITY FOR THESE MATERIALS LIGHT POLE LOCATIONS / l ROAD STRIPING � I I AND MANHOLE AFTER REMOVAL FROM THE SITE. I CONCRETE 1 s 1"s J 8"s a"s s"s 8, CONTRACTOR IS RESPONSIBLE FOR SECURING AND e I a PAYING FOR ALL PERMITS REQUIRED BY ANY ASPHALT PAVEMENT ~ PRESERVE AND POLITICAL SUBDIVISION OR AGENCY. PROTECT SIGNS ° �I \ / ASPHALT SEEPAGE BED SAWCUT LINE 9. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A O SEWER MANHOLE /o~ / I WATER TRUCK, AS NECESSARY, FOR DUST a I I ABATEMENT DURING DEMOLITION AND REMOVAL \ a I I DEMO AND REMOVE / I� / OPERATIONS. 0 SEWER CLEAN-OUT SIDEWALK / ssco \ I / / \ 10. CONTRACTOR SHALL CONDUCT CONSTRUCTION SD STORM DRAIN MANHOLE N I DEMO AND REMOVE CURB / / / I OPERATIONS TO PREVENT ANY SOIL OR 0 STORM DRAIN CLEAN-OUT I AND GUTTER r OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE sDCO I I I / I /y/ / I N SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. ®® STORM DRAIN CATCH BASIN Go s RELOCATE LIGHT POLE AND N 11. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED MONITORING WELL ELECTRIC BOX - SEE ELECTRICAL I II SOILS WITHIN CLEARING LIMITS SHOWN ON THE wv ,n CONSTRUCTION PLANS, AND WASTED OR STOCKPILED x WATER VALVE FOR LATER USE. ADDITIONAL DEPTHS MAY BE c, I RELOCATE SIGN - SEE SHEET I / I NECESSARY TO OBTAIN SUITABLE SUBGRADE 0 WATER METER 00 C1.3 FOR NEW LOCATION o I s MATERIALS AS DETERMINED BY THE GEOTECHNICAL Q � I / / / I CONSULTANT. FIRE HYDRANT 4 DEMO AND REMOVE a ASPHALT co / � �� 12. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING O WATER MANHOLE (n ° I / / N I I N UNSUITABLE TOPSOIL AND VEGETATION WHERE m OBLITERATE SECTION 6� o o ° STRUCTURAL FILL IS TO BE PLACED. CONTRACTOR �° WATER BLOW-OFF OF STRIPING - SEE / s SHALL STOCKPILE MATERIAL IN DESIGNATED ON-SITE SHEET C1.3 N a/ / I I � SPOIL PILE LOCATION FOR LANDSCAPING. MATERIAL IN LIGHT POLE o ° EXCESS OF THE LANDSCAPING NEEDS SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE LOCATION. m ELECTRIC BOX Co I� I \ PRESERVE AND PROTECT WATER MAIN. I I s° 13. ITEMS SHOWN ON THIS SHEET REPRESENT THE TRANSFORMER a I BLOW-OFF TO BE REMOVED FOR THE o EXISTING CONDITIONS OF THE SITE PRIOR TO \ CONTINUATION OF SERVICES POWER POLE Q c�a N N I I I PRESERVE AND PROTECT CURB AND GUTTER CONSTRUCTION. / / ' / I 14. OVER-EXCAVATION, IN AREAS WHERE EXISTING ® TELEPHONE STUB a W s I N GRAVITY IRRIGATION IS PROPOSED TO BE TILED � I � ❑T TELEPHONE PEDESTAL z 0 a � � / � I / m o AND/OR REMOVED, IS ANTICIPATED IN ORDER TO ��, / I REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR ® CABLE TV PEDESTAL Q ASPHALT wl o I o L SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SAWCUT LINE v; � � u' a o � � IRR o \ a J I PROJECT GEOTECHNICAL REPORT, FOR DITCH ® IRRIGATION VALVE Ln 0 00 EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH SUBGRADE INSPECTED BY A TESTING COMPANY SIGN Z Z / OR THE GEOTECHNICAL ENGINEER, PRIOR TO LU S s' s"53 6a y / \ o o PLACEMENT OF PIPE AND/OR BACKFILL OF THE ® POST W Q v, N \ co ma/ a \ I "' I DITCHES. 0 a 00 \ I N N TREE i I s 15 SHALL CBE N LOCATED A AND EXISTING ED SACCORD ACCORDING SYSTEM - SIGNAL LIGHT < < z 2 SD / o I I THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF Q Q O � DEMO AND REMOVE SECTION OF N I SEWER MAIN AND CLEAN-OUT I r ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE � a �I{�'� / / \ I MANUAL. THE CONTRACTOR SHALL VERIFY THE a N o / / I LOCATION OF THE SEPTIC TANK. ALL BURIED PIPING PRESERVE AND L SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC (/) Q J N TANKS TO THE DRAINFIELD TO THE FULL EXTENTS. Q Q �3 PROTECT SEWER MAIN THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF c'a -n � � 'III/ / � o THE DRAINFIELD AND SHALL EXCAVATE THE � DEMO AND REMOVE O wl� '' CURB AND GUTTER ' I DRAINFIELD SOILS TO AT LEAST THE GROUNDWATER W LEVEL OR AS DIRECTED BY THE GEOTECHNICAL U CD N I I w � I / / l � I I� O, ENGINEER AFTER FIELD SITE INSPECTION OF THE uj DRAINFIELD AREA. THE U W PRESERVE AND DISPOSED OF OFF-SITE. DRAINFIELD SOILS SHALL BE '00Z N / PROTECT WATER MAIN z 16. CONTRACTOR RESPONSIBLE FOR COORDINATION OF O / ASPHALT ALL UTILITY DEMOLITION WITH UTILITY COMPANIES. a N I RELOCATE LIGHT POLE POWER 12 SAWCUT LINE SUPPLY AS NEEDED FOR NEW I f1n 3 wl� LIGHT POLE LOCATIONS / I �o o DEMO AND REMOVE SECTION OF OBLITERATE SECTION I m I / WATER MAIN AND BLOW-OFF TO OF STRIPING - SEE SHEET C1.31 s RELOCATE LIGHT POLE SEE ELECTRICAL / N w a G G3 RELOCATE SPEED LIMIT SIGN - SEE / SHEET C1.3 FOR NEW LOCATION S o I PRESERVE AND r� / I I I PROTECT GAS LINE / N I _ � �0 m� l PRESERVE AND VALVES ANDAND I II TECT c� d I I N I I r ASPHALT � o rn SERVICES n SAWCUT LINE N II w / o P P P I I I I \ I � J �I 1 N R �I 12"W 12' 12"W 12"W w o � ° N W N 100 N i W I I I to 111 . —x W r CN REMOVE "BIKE LANE" / I I I SIGN - SEE SHEET C1.3 ` PRESERVE AND PRESERVE AND PROTECT \ �I / PROTECT SIDEWALKI a � ° I WATER I MAIN GROUNDWATER WELL TO BE I RELOCATED O VAUUNDERGROUND ASPHALT QQ T BY OWNER SAWCUT LINE `?\ PRESERVE AND PRESERVIRRIGATIONOLEC / I� i I I I PROTECT SIDEWALK DEMO AND REMOVE r DEMO AND REMOVE SECTION OF 3 \ AND RAMPS / / I GRAVITY IRRIGATION a/ SIDEWALK, CURB, AND GUTTER \ \\ REMOVE AS PART OF GRAVITY �1 � LINES DEMO AND REMOVE IRRIGATION RE-PIPING - SEE GRAVITY IRRIGATION LINE GI G \\ SHEET C5.0 TOP TOP P---�BP TDB- TQ� -SII TnP= TOP P TOP TOP TOP TOP \ TOP TOP TOP—PTO -TOP TOP-- —To = 2634=2633 2633` SI SI \ 7up >s— �oP— 2634 TOp q \ I III I 6RAVOITYIRRIGATION REMOVE BOX \ \\ ED ED ED E ED ED ED ED —ED ED_ ED Ep 2635_ED OVERHEAD POWER LINE AND 636 PRESERVE AND PROTECT SIGNAL \ _ POLE TO BE RELOCATED 2636 _2\S � I 4" LINES, POLES, AND BOXES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — _ ABANDON GRAVITY _ED_ ED— �Q� ED ED ED ED ED ED ED _ — — UNDERGROUND \ E N G I N E E R I N G _ IRRIGATION LINE IN PLACE Ld—d I�d N P P P `- _ 301 301 301_ 301 301 301 34L—•2636 ED — — DEMO AND REMOVE CURB P p p —26 7— — — — — 24p'GI 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 AND GUTTER F F _ PHONE(208)639 6939 "� 2638- E)P Op To E= kmengllp.com G G 3 G G G G G G G G G G G G G �- DESIGN BY: HIH N — G G G G G —G—G G G G —G G G G G G G G G G —G—G- G G G G G G � �G G G G G G G G G G G G —G �- G PRESERVE AND ASPHALT SAWCUT LINE PROTECT POWER LINE EP�Ep7c DRAWN BY: HIH PRESERVE AND PROTECT SIGN PRESERVE AND '639 PRESERVE AND PROTECT CHECKED BY: KSK 3 n PRESERVE AND i PROTECT POWER LINE OVERHEAD POWER LINE DATE: 04.27.2023 AND POLE PROJECT: 21-225 N PROTECT ASPHALT� � E. FAIRVIEW AVENUE ' PRESERVE AND PRESERVE AND PROTECT GAS LINES , — — / PROTECT ASPHALT ��SSZONAL Quo 4��I S TE,p�y� ,e� 0 F 1 LY KEG 04/27/2023 I _O� _ I 0 20 40 60 wv Plan/Profile Scale: 1" = 20' N N N N Q wv wv 0 0 r1j Ill -1 1714 0 0 Z ow GENERAL NOTES z w =� Q E. E LD E N GRAY ST. i� C° `O I 1. SEE SHEET CO.0 FOR PROJECT NOTES AND GENERAL o 17 Z NOTES. S d d 17 ILJI z $ M 0-w n N W PROPOSED CITY OF MERIDIAN Ln O � OI 4 X w O 1 4 WATER EASEMENT w� maw I I w� SHEET LEGEND z z 29 - - - - - W _ g - - - _ �� - - - - - - I- - - - - - 17 z o z z o 4 - - - - - - - SAWCUT LINE N = L � 24 '� 24 24 M M pp 12 0, I REVERSE CURB AND GUTTER 5 LA Z Lu o 0 000 •� , \ 1 3 ° ° I d °° ° ° ° ° ° ° ° ° �° ° 5 ° ° d ° 8 d °° O 5 ° ° ° d /° ° ° ° °� L 1 / w N G u N. 44 D ° ° I d °_ - - S ° ° �° J ° ° °O8 d ° ° s STANDARD CURB AND GUTTER w F o o a ° - z U z � S - - - - - - - __"- - - - - - - - ° ° a 41 - I NEW ASPHALT PAVEMENT g Q Q 1 1 1 21 ° 5' I o 35 ° NEW CONCRETE o 0 ° I I- - - - - - - - SD L a / 29 1 ° / / 24 13 1s 9 9' 17 - SHEET NOTES z 1 10 @ 9' 10 @ 9' 9 ® 9' 3 10 14 ° n 1. ALL ON SITE ASPHALT PARKING STALLS TO BE LIGHT Ln �tO 0sco I 81 I 90' 1 90' 81' ° 25 2 I DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET CO.1. Ji ♦ s � I 1 N 1 1 S° ♦ ° ° ° / ® g I I N 16 2 2. ALL ON-SITE DRIVE AISLES TO BE HEAVY DUTY ASPHALT O N m a 29' EXISTING ♦ ° / 63' I O PAVEMENT PER DETAIL ON SHEET C0.1 UNLESS rn 16 z L - - - - - - - - - - - - - -1 33 I 2 2 2 36 CITY OF OTHERWISE NOTED AS CONCRETE. 41 ° / 16 �r,� I 9 @ 9' 10 ® 9' 8 ® 9' 15 ° CROSSRIIDIAN ACCESS,- A ALL STRIPING TO BE "WHITE" 4" WIDE STROKES AND PER ti s- SD °' WATER, AND ISPWC SECTION 1104. ° / Q. 2 I 81' 90' 72' 0 ° / m A °S SEWER MAIN / ®sco '� / 26 U, 2 I I 6sr• 1 7 EASEMENT 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADA \ / N 35 0_ ° STANDARDS AT ALL ADA PARKING, LOADING ZONES, / 'A I I 2 15 2 15 35 2 15 ° CROSSWALKS, AND SIDEWALKS. SEE ADA NOTES SHEET \ 39 I °I 14 zt i� L - - - J o 0 12 5 C0.0. 25 14' ° ° 7 1 \ ®oco S ° ° ° °° ° °° d 2 ° soco ° ° s° 0 12 ° ° �7 0° S 1` 26 ° a ° 1 a ° 0 ° ° ° ° 1° ° ° ° ° ° ° 1 S° ° ,--� ° ° s 41 14 ° d o °° ° ° ° s 36 ° ° ° ° soc 6' s ° ° sco ° ° ° ° ° �7 35 KEYNOTES d ° °° d J 27 ° d ° ° °O° °7 LI 81 � p _ ° ° 5, I 1. VERTICAL CURB AND GUTTER PER ISPWC SD-701. 2. VERTICAL CURB (NO GUTTER) WITH 6" REVEAL PER ISPWC SD-701A. d ° aa ° . d r 35 0 `t 3. REVERSE VERTICAL CURB AND GUTTER PER DETAIL ON \ r i �ri o - - 35 ° 5 4 29 � 0 © p . ° ° SHEET CO.1. � © � � p p 15 16 15 14.36' \� 4 SUPPLEMENTALVERT CAL DRAWING AND GUTTER DRAWING SD PER ACHD ISPWC d 99.45 ° 5. GUTTER CHANNEL PER DETAIL ON SHEET C0.1. \ ® ° 2 ° 1 6. 4' WIDE VALLEY GUTTER PER ISPWC SD-708. IRR ° 35 ° ° 24 35 s° °' 7. CONCRETE SIDEWALK PER ISPWC SD-709. ° d @ o o, 8. CONCRETE SIDEWALK PER ACHD ISPWC SUPPLEMENTAL n 1 p Q' p p ❑ ® 7 0 ® °' 1 ° DRAWING SD-709. �/ R5� 9. THICKENED EDGE SIDEWALK WITH 6" REVEAL PER 1 7 I DETAIL ON SHEET COA. 1 39 19' 19' 10. TRUNCATED DOMES PER ISPWC SD-712. 43 TYP. 26' TYP. ° 11. PEDESTRIAN RAMP "MID-BLOCK" WITH TRUNCATED ° 10'° 1 ° ° DOMES PER ISPWC SD-712G. SEE ADA NOTE 2 SHEET \ 1 I C0.0. ° ° ° 1 EXISTING ACHD ' r d ° PERM SEMENI 33 12. PEDESTRIAN RAMP "TYPE C" WITH TRUNCATED DOMES EA 0 p p p ❑ p © 3.1' 2 i - INSTALL VERTIWC CALVERTICAL 12C. SEE ADA CURB AS SHOWNTON2 PLANET C0.0. S I,° ° ° 1 - ° I 31 10 1 r 13. VERTICAL CURB AND GUTTER PER ISPWC SD-701 WITH o I 6" REVEAL ON BOTH SIDES. Q lk I1 I ° I ° °O ° ° ° a 36° a °c 12 7 . ° c I i 14 DETAIL ON D SHEET C EDGE IDOA. EWALK WITH NO REVEAL PER Z 000 R150 ° ° I ° ° I 1 15. LIGHT DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET Q ° °I ° 1 I in O I I Co.1. L6 �� I 17 1 16. HEAVY DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET 0 d I o a a o 2 3 I I I Co.1. z d W s 1 I N 1 L 17. 2' MIN. SAWCUT ASPHALT PATCH BACK FROM EXISTING LJ..I -I I EDGE OF PAVEMENT - SAWCUT AND PAVEMENT PATCH 5 d ° 39 0 OS PER ISPWC SD-301, SD-303, AND SD-806. G 11.2' s 2 ssco 0 I J I I CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING Z I 41 XE)° I . I I REPAIRS) WITHIN RIGHT-OF-WAY TO MATCH THE Q EXISTING STREET PAVEMENT SECTION OR ACHD STREET Q Q J 12 6 25 I SECTION, WHICHEVER IS GREATER. � o o 18. HANDICAPPED PARKING (TYP.) PAINT TO BE "WHITE" 4" 1 WIDE STROKES AND PER ISPWC SECTION 1104 AND W \ © 0 p p JEI ° ° 12 MEET ADA MINIMUM REQUIREMENTS. Q \ I 19' 19. STRIPED PEDESTRIAN WALKWAY (TYP.) PAINT TO BE O °1 1 \ I SD 1 TYP, "WHITE" 4" WIDE STROKES. 41 3 O d1 \ I 34 11' 11' ° I 20. METAL ACCESSIBLE PARKING SIGN PER DETAIL ON 0 W I ,ri °7' SHEET COA. LU LC d I I 39 24 21. TRASH ENCLOSURE - SEE ARCHITECTURAL. d 140• I O 15 CO 0 ° 22. CARPORT - SEE ARCHITECTURAL. O I° R ° ° ss o a° 1 ° 1 I 5' © 0 0 © p Q' tr d 2 23. POOL AMENITY AREA - SEE ARCHITECTURAL AND m ° I I 0 ® 11 11 11 0 F 0 00 15 5' LANDSCAPE. � 37.26' 1 1 ° I I 34 35 35 g N 24. PROPOSED LIGHT POLE - SEE ELECTRICAL. I 9.5' CO 7 25. PROPOSED TRANSFORMER - SEE ELECTRICAL. O d 4o I I I Jo 0 0 0 p O d ° ° 0 - - 0 p in 0 ° @ ao 8 26. BIKE RACK - SEE LANDSCAPE. -co �� ° S S � Sn r n d ® o I a ° ° r 7 14 d / °° ° a Zd ° FINISH FLOOR °° a - 1 ° 1 ° ° 7 ° a d a d° °-� 1 ° 34 ° d ° ° 7° ° -� ° ° ° m 27. PAVERS - SEE LANDSCAPE. 4 �m ELEV: 2636.0 ° ° a ° ° a �a ° 0 1° ° 1° ° ° 4.5' ° �? 12 3 1 11'° II 1 ° � I ,J s 28. STRIPING - SEE SHEET C1.3. ° ®sco ° ��'�� ' ea ° P ° S ° - - °5' ° 29. EXISTING LIGHT POLE. 1 1- 34 1° �so o °° sco 2 15 i� � 5' 002o II ° ° ° d d `o ° ° ° 2 O 12 30. FENCE - SEE LANDSCAPE. 6 CAD 9' ° ° ° O S d d ° ° 41 0 Dco° oo ° 19' 28 31. NOT USED. Q I 54' .T ° ° 10 ® 9' 2 TYP. 32. NOT USED. 17 °- I �► I t �/ 14' ° I 2 ° . S ° �a ° 1 ° 26 ~� ° 90' 1090 9' ®® 12.8' PROPOSED I 16 N ° ° °° u s ° ° d 2 d ° 1 33. PROPOSED FIRE HYDRANT. ROW DEDICATION 1 i ° I o O � 34 7� ° °°� N ®® 16 ®® I 6 ° - O f 37 36 `O I °, © ° ° ° ° �� ° 34. ELECTRIC CAR CHARGING STATION SEE ELECTRICAL. W I �1 1 3 - - o 0_ - 19' ° ° 30 ° ° ° O 11 19 9 g'9 9 9 ®® 35. FUTURE ELECTRIC CAR CHARGING STATION - SEE DC I PROPOSED CITY OF a TYP. °° s ° 20 81' 3 d � ELECTRICAL. • MERIDIAN WATER I 1 24 ° ° ° ° ° ° 26' N o Z I EASEMENT I 15 d ..•••••••• ... ..• ♦ 1 s 18 16 a ® N 36. CONCRETE PAVEMENT PER DETAIL ON SHEET C0.1. ° ° ° F ............... ........ 0' I o , I 0 ° S 23 ° 1 a ° I 37. 4' WIDE VALLEY GUTTER PER ACHD ISPWC _ 000o L - - ssco ° 19, 0 g °' 1 6 1 28' SUPPLEMENTAL DRAWING SD-708. ° OHO °OD 1 � d � d d wv I 12 d I 33 1 20 ° ----- -- -=_ °S 1 TYP. o) ® 3 35 w v -- d s410 ° ° ^�^ - ° ° _o Dco ° Q, ® 38. CURB TERMINUS PER ISPWC SD-707. VV VV ° d °1° ® d S° ° [�]d ° ° d �1 ° I 6.5'° ® a Ld a 16 ® ° 39. DECORATIVE FENCE - SEE LANDSCAPE. 10 g g lsZ I � 18 0 ° d s° ° ° ° ° S �i, ao < 0 34 ss o 1 28 L - I 6 ° �° a ° O7 s ° 1 ° ° d ° �1I ° � � 24 15 � � 15 24 35 I 40. RELOCATED SIGN - SEE SHEET C1.3. 27.1' ° I dO , 27 39 � J 19 1 1 d ° 30° °° ° ° °° � ° 15 9 I 41. EXISTING SIGN - SEE SHEET C1.3. 4 OF PROPOSED LAITY ° d S ° d 1 ° FINISH FLOOR 42. PROPOSED SIGN - SEE SHEET C1.3. d I WATER d ° s $ ° X ° X °� ° ELEV: 2636.13 8 ° ° EASEMENT a d a II .. ° 2 43. BIKE LANE PER ACHD EXHIBIT N0. MUP-02 "DETAIL PAINT GREEN. Q Q 44. PAINT EXISTING BIKE LANE - SEE SHEET C1.3. MATCH LINE - SEE SHEET C1 . 1 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK L DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C1.0 ��SSZONAL Quo 4��I S TE,p�y� ,e� 0 F 1 LY KEG 04/27/2023 0 20 40 60 Plan/Profile Scale: 1" = 20' N N N N W O O O O Q l O O N Ill GENERAL NOTES un 1. SEE SHEET CO.0 FOR PROJECT NOTES AND GENERAL z NOTES. o Lq uj MATCH LINE - SEE SHEET C1 .0 0 SHEET LEGEND z - W Q - - - - - - - O o Ln z z o SAWCUT LINE z F ° a LT REVERSE CURB AND GUTTER o W 0 u - ° 27.1' s ° ° �J s ° °� a ° a 15 15 24 N 2 a 2i u 1 , 27 39 f J 19 ° ° s ° 30 ° ° ° 15 I oc W u z o 11° ° ° 9 0 o a 28 L - 6Q _ ° 1 a STANDARD CURB AND GUTTER w Lu � o g PROPOSED CITY ° 0 OF MERIDIAN ° ° ° ° 1 ° 8� NEW ASPHALT PAVEMENT o a a � s s x° x °x ° 2 ° NEW CONCRETE F z WATER ° ° s m ° ° ° w ° I 4 1 ° EASEMENT ° ° ° O - - - - ° ° ° o °~ O 1 °° N 16 ° a OS 1 1 16 2 O 26 °�N ° N 2 15 I SHEET NOTES z 12.9' PROPOSED S I 0 FINISH FLOOR 10 ® 9' I ° rn 1. ALL ON-SITE ASPHALT PARKING STALLS TO BE LIGHT N ROW DEDICATION I 2 I 1 ssco TY' 522' ° ° ° ELEV: 2636.13 ° 0 7 ° 25 90' 1090 9' ��O DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET CO.1. Lu �I II III I 2 - ` 2. ALL ON-SITE DRIVE AISLES TO BE HEAVY DUTY ASPHALT o N M ACHD PERMANENT ® 7 z EASEMENT a Rssrs pro `n 7a S° C O 2 10 g PAVEMENT PER DETAIL ON SHEET C0.1 UNLESS s 15 2 34 15 OTHERWISE NOTED AS CONCRETE. 22 O ® I Y co 6.5' 2 2 ° 31.8' 3 49.23 ° -- -- S _LL_ ° a ° 8.5' 9> 3 SPWCALL TSIPING TO BE ECT ON 04. WHITE" 4" WIDE STROKES AND PER S ° a ° ° ° ° ° 26 ° 00 ° ° ° ° ° ° s ° ° 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADA 50.91' I O 1 ° `� O° O S '1 ° a ° O ° ° ° s ° ° ° ° ° 00 ° O 4 5d° 4.5 ', ° 5' STANDARDS AT ALL ADA PARKING, LOADING ZONES, ° 16 " CROSSWALKS, AND SIDEWALKS. SEE ADA NOTES SHEET 0 14 °d C0.0. rn in ° 28 28 I I ° 34 35 `� 35 4 1 °° I KEYNOTES 6.94' & © ❑ 2.43' ° 36' ° I 1. VERTICAL CURB AND GUTTER PER ISPWC SD-701. 42 10'°° ° 7 2. VERTICAL CURB (NO GUTTER) WITH 6" REVEAL PER 1° 12 ir) ISPWC SD-701A. ° 2 ° OS ° ° 0 ° i 1 3. REVERSE VERTICAL CURB AND GUTTER PER DETAIL ON ° ° 3ssco - - - - 24 I i SHEET CO.1. 1 1 4. VERTICAL CURB AND GUTTER PER ACHD ISPWC O ® 16 10 1 0 I I SUPPLEMENTAL DRAWING SD-701. ° ° 1 1 I 4 a ° sco 0 0 16 I �x 1 / 17 I 5. GUTTER CHANNEL PER DETAIL ON SHEET C0.1. 6. 4' WIDE VALLEY GUTTER PER ISPWC SD-708. ° 7. CONCRETE SIDEWALK PER ISPWC SD-709. 1 ° 11.6' /,D2 8. CONCRETE SIDEWALK PER ACHD ISPWC SUPPLEMENTAL 1 II z �� 1 I �� DRAWING SD-709. 9 THICKENED ON EDGE DEET SIDEWALK WITH 6" REVEAL PER DETALO QEXISTING ACHD ° ° 1 ° 2 I I 1 i 10. TRUNCATED DOMES PER ISPWC SD-712. PERM. EASEMENT 1 29' EXISTING 1 11. PEDESTRIAN RAMP "MID-BLOCK" WITH TRUNCATED t/-) ° I CITY OF DOMES PER ISPWC SD-712G. SEE ADA NOTE 2 SHEET 1 g I I MERIDIAN I C0.0. per[ i WATER ANDROSS 12. PEDESTRIAN RAMP "TYPE C" WITH TRUNCATED DOMES u28 1 z ° 1 1 8.58' I 13.42' I SEWER MAIN I PER ISPWC SD-712C. SEE ADA NOTE 2 SHEET CO.0. I I EASEMENT I INSTALL VERTICAL CURB AS SHOWN ON PLAN. g ° W 1 5 I 15 i I I 13. VERTICAL CURB AND GUTTER PER ISPWC SD-701 WITH z ° 3 1' o) I I 6" REVEAL ON BOTH SIDES. Q o ® � I -_ 1° o0 I 1 © 00 1 16.36' 1 14. THICKENED EDGE SIDEWALK WITH NO REVEAL PER o O 2 1 rn 2 I I DETAIL ON SHEET C0.1. z IRR I 15. LIGHT DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET Q 42 °39 Co. . ° ° 24' °z I I I V) 0 I 19' I I 119, 1 16. HEAVY DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET °1 TYP. 126' Co. . TYP. 1 I Z 1 39.04' ° 16 13.2' 1 I II 17. 2' MIN. SAWCUT ASPHALT PATCH BACK FROM EXISTING I..I..I I.LJ 91.45' II EDGE OF PAVEMENT - SAWCUT AND PAVEMENT PATCH 5 40' 1 r3 I II PER ISPWC SD-301, SD-303, AND SD-806. G 19.84' ° 2 1 2 CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING II REPAIRS) WITHIN RIGHT-OF-WAY TO MATCH THE � � Q 6 ° ° 1 0 1 i II EXISTING STREET PAVEMENT SECTION OR ACHD STREET Q SECTION, WHICHEVER IS GREATER. a- 39 1 35 35 1 � 35 11 � 0 34 1 16 ° 1 i 11 18. HANDICAPPED PARKING (TYP.) PAINT TO BE "WHITE" 4" Q W I O I PROPOSED CITY WIDE STROKES AND PER ISPWC SECTION 1104 AND �/� V) CO ° 58.15' 1 OF MERIDIAN MEET ADA MINIMUM REQUIREMENTS. v / 0 WATER EASEMENT 0 Ln wvwv I ° 1 5 ° ° 1 1 1 RR 1 1 19. STRIPED PEDESTRIAN WALKWAY (TYP.) PAINT TO BE O IXl I I 1 I ® 1 I "WHITE" 4" WIDE STROKES. O TXI I 10' 15 I 15 1 20. METAL ACCESSIBLE PARKING SIGN PER DETAIL ON U W 1 41 ° 1 2 �. a ° I I I SHEET COA. LU ° ° cfl 39 10 35 ® r.� rn 28 ° � I o 2 � �� 1 I 1 21. TRASH ENCLOSURE - SEE ARCHITECTURAL. z I 11.87 0 o N `� 00 9z - - - 1 6 �n 2 I 24 I I 22. CARPORT - SEE ARCHITECTURAL. i� C) 36 U' 14 to ° ��❑ 7 ikLLI i 1 I 23. POOL AMENITY AREA - SEE ARCHITECTURAL AND m ' 2 / a S S ° °° ° °° ° ° ° 1 ° ° ° 35 ° ° ° °° 1 ° °1 ° ° S ° 35 ° ° ° a S ° a ° O 1 1 LANDSCAPE. I� vow S ° ° S° ° ° ° S ° ° a O ° 1 ° ° 35 ° ° ° ° 1 ^ ° 1 33 2 1 1 24. PROPOSED LIGHT POLE - SEE ELECTRICAL. C - ° ° ° ° 1 ° ° 25. PROPOSED TRANSFORMER - SEE ELECTRICAL. 33 ° J �I 2 15 2 15 2 15 2 15 ° 12° ° °° 1 2 in 1 1 1 26. BIKE RACK - SEE LANDSCAPE. O 16' 1 27. PAVERS - SEE LANDSCAPE. I SD S PROPOSED CITY OF MERIDIAN 1t10 LSD 12 ® 9 12 ® 9' 11 @ 9' ° 28. STRIPING - SEE SHEET C1.3. WATER EASEMENT ' 108' 108' ® 11 @ 9' 13.36' ° 39 1 2 2 99 99 r'rp 29. EXISTING LIGHT POLE. 16 0 N ®® 16 2 ® ® 2 16 ° 21 °°1 1 1 30. FENCE - SEE LANDSCAPE. 8 24 1 ❑ O Ki N I 39 \ ° 25 31. NOT USED. 12 ® 9' 12 ® 9' ®® 1 11 @ 9' 0 1 1 1 °s° ° 1 ° I 32. NOT USED. 1 \ \ 108' 108' 99' 1199 9' 5 @ 9' 1 18.14' 1 1 45' ° ° I 33. PROPOSED FIRE HYDRANT. \ 1 15 35 `� ° 27 \ 1 15 0 35 , 15 35 1 15 i• N 1 15 I I 34. ELECTRIC CAR CHARGING STATION - SEE ELECTRICAL. o 35. FUTURE ELECTRIC CAR CHARGING STATION - SEE 1 I ° 1 ELECTRICAL. 8 ° ° \ 39 I R ° 25 I I 1 \ IR 5 5 1 1 36. CONCRETE PAVEMENT PER DETAIL ON SHEET C0.1. r, \ _ _ - - - - - - - - - - -Ai__ - - - - - - - - - - 24 39 - - - - � - - - - - - - - - 39 - - - - - - - 24 - IR - - - - - - - 5 _ _ 5 s 39 - - - - - - - 39 - - - - - - -v- - - - - _ - _ 1 37. 4' WIDE VALLEY GUTTER PER ACHD ISPWC a ° ° ° ° ° ° ° ° ° ° S ° ° 1 ° - - - 39- IR 1 SUPPLEMENTAL DRAWING SD-708. S ° ° ° 0 1 ° ° ° N s ° ° °° ° a 1 CD ° ° ° a ° ° ° ° °1° ° S°° ° °, ° - IR I 38. CURB TERMINUS PER ISPWC SD-707. ° - - - -�- - - - -°- a- - - - � - - - a - - - - - - - - - �° a - - ° ° - - - - - -° - - - - -°- - - °- - � _ S ° ° ° ° ° ° o S 1 ° 'I - _ 20 24 ° ° - - - _ - - _ ° ° z ° ° ° O 1 ° 3l �4' °I 39. DECORATIVE FENCE - SEE LANDSCAPE. 1 4 m It a vi 16 -u - - - - 40. RELOCATED SIGN - SEE SHEET C1.3. - 24 _ _ _ _ _ _ I I cn 41. EXISTING SIGN - SEE SHEET C1.3. 17 38 ��E� � '� � ,� �� EG EG EG EG EG EG EG EG EG EG EG EG EG EG 0.EP a 1 EP EP EP EP EP EP EP p EG - J w 42. PROPOSED SIGN - SEE SHEET C1.3. - Q 41 <� Z Z EP w EP EP EP EP EP EG EP-EG EG- a EP EG�EG - 43. BIKE LANE PER ACHD EXHIBIT NO. MUP-02 "DETAIL A". <L � Ep- �EG� PAINT GREEN. w w Z -EP�EP EG�EG� - G_ X --��� EP�Ep EG EG Q 44. PAINT EXISTING BIKE LANE - SEE SHEET C1.3. 0 2 W W EF Q 0_ A E. FAIRVIEW AVE. I � i E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C1. 1 Xo AL S5�S TES I 11 OF LY KE�� E. E L D E N GRAY ST. 04/27/2023 11110IF 1 ° II II ,1 °S • f° 0 30 60 90 Plan/Profile Scale: 1" = 30' W o 0 0 0 N N N N IN °°S• a° 1 I — — — — — a I Q D O f\V E�h I GENERAL NOTES m m N / \ �� 1 ° o Lu / > TURNING RADIUS Z / Z Lu I / Z \ o \ I ` o° s ° • ° • • ° •1 s° a p s ; ° r ° s d ~O Z O < S °S I I $� ° 20' O in w O U °d ZZ 2 s I I I t/) s > 0 v 0� I I ° w � Zola I � NOTE: ALL TURNING RADIUS SHOWN ON PLANS ARE 28' W PREVIOUSLY APPROVED I s INSIDE RADIUS AND 48' OUTSIDE RADIUS UNLESS 2 u ALTERNATE COMPLIANCE I I I OTHERWISE SHOWN. o a a HAMMERHEAD TURNAROUND I I � <• v o 0 a s ` KEYNOTES Z 1. EXISTING FIRE HYDRANT a 2. PROPOSED FIRE HYDRANT I � O rl N m II 3. BUILDING MOUNTED FDC — SEE FIRE SPRINKLER Z s I I PLANS. ° I III I 1 � � I 4 S° ELL 66 ! s I I a a° ° I I e d I I I I 3 d - I s - - — - - - - S ° ° • • S° °d S \ S S I S .. d S ® a S° 0000 2 \ • S ° F.............. ° 0 a"0000 °S S I I •g . d° d d I Q d I cn p $XS • X ° • Z I I I w w i I Q Q \ a w 1— n 4' ° ° ° - ° d ° 1 S ° S ° 3 ° of ° ° ° S° d ° S ° ° ° V / V1 I°` � °° � I p0 w a z l I 0 b ° I I a U I..L b I° I I I V Lu O it P ° TZ • II s / Edi d I 1° II do _ I b Ia o • ° • 0 I I I s I I I I I 0 2 I I 2 0� r5 I d 1 s ° • . ° • • 1 ° ° I s° s s ° °s ° s• I I II -LL ° / I TTI T I ' \ - - - - - - - � / / 1Edi 8 � IIIIII � � S — III � � I — I s .S ° ° ° °. �° ° ` ° a S°° �. ° 1 • S° s •• • ° ° ° °d �° d °° S°` ° ° °. • ° • • S • ° 1 • ° ° - ° ° °• d• S m «S _ E N G I N E E R I N G d 5725 NORTH DISCOVERY WAY BOISEI IDAHO 83713 PHONE(208)639-6939 — �� — —E��G —EP EPEG EG EG��G — — — kmengllp.com `P EP EP EP EP EP EP EP EP EP EP F egg —EG — — — — - - EP �=EG�EG DESIGN BY: HIH —EP EP EEEG DRAWN BY: HIH EP EP EP CHECKED BY: KSK E. FAI RVI EW AVE. DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C1.2 SSZONALI,G Quo 4�'�S STERLyl> 0 LY KE�� n E. E LD E N GRAY ST. 04/27/2023 s n 0 000 \ - - - - 0 30 60 90 / " ' •r I .� Plan Profile Scale: 1 = 30 ° I I N N N N 1 Lu $ PAVEMENT MARKING LEGEND REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) zo • • I FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS ° I w rq oc a °° 1 • s ° �/ I _ _ _ 8" MANDATORY LANE DROP Z l 9 L - J I z w Lu Is •t .t .1 . S S ° , • .1 S° 1° 1 °� 1 ; < S ° ° • S �^ ° 1 12 8" WHITE BIKE LANE AT INTERSECTION ZO o z Z p s t/) Z o Q . 1 a �° 15 8" WHITE - CHANNELIZING/BIKE LANE w ~ z v z a �� O GC w O wQ O \ 8 \ o I I a a \ u SHEET NOTES Z U w 1. SEE SHEET C0.0 FOR PROJECT NOTES AND GENERAL 0 0 NOTES. a Q a � � - z 2. ALL ON-SITE ASPHALT PARKING STALLS TO BE LIGHT o DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET C0.1. W 14 D II I 3. ALL ON-SITE DRIVE AISLES TO BE HEAVY DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET CO.1 UNLESS N m I - I OTHERWISE NOTED AS CONCRETE. Z 15 1I - 4. ALL ON-SITE STRIPING TO BE "WHITE" 4" WIDE STROKES r - AND PER ISPWC SECTION 1104. I 12•< I �.7 I II 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADA I ° F-- -T STANDARDS AT ALL ADA PARKING, LOADING ZONES, CROSSWALKS, AND SIDEWALKS. SEE ADA NOTES SHEET C0.0. 6. REFER TO ACHD STANDARD DETAIL TS-1112 FOR ADDITIONAL STRIPING AND SIGNAGE INFORMATION. ° I P • s I I 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF I i L COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 7 I MARKINGS. KEYNOTES 6 • , 1. RIGHT TURN ARROW PER ACHD STANDARD DRAWING rsl \ I s TS-1113, SHEET 1 OF 12. 6 - • 2. BIKE LANE SYMBOL PER ACHD STANDARD DRAWING TS-1113, SHEET 4 OF 12. s • I 3. RELOCATED SPEED LIMIT SIGN. 4. RELOCATED ROUND-A-BOUT/STREET SIGN. 4 5. REMOVE "BIKE LANE" SIGN. IF° Wi °° a s }. ° s ` • • - 6. RETAIN AND PROTECT "VILLAGE AT MERIDIAN" S 1° '1 � DIRECTIONAL SIGN. 'E S ° II • • ' s I 7. RETAIN AND PROTECT "NO PARKING/BIKE LANE" SIGN. I • II S• S ° ° • °, ' ° . • 8. RETAIN AND PROTECT CROSSWALK SIGN. 9. RETAIN AND PROTECT "YIELD" SIGN. 1 1. • �° ° Y. . s • ° ; 10. INSTALL R3-7R "RIGHT LANE MUST TURN RIGHT" SIGN. 1 ° I S • s '1 • I ° o ° s - s 11. INSTALL R4-4 "RIGHT TURN YIELD TO BIKES" SIGN. i ° s s ® 12. BIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD • . . F............... ........ . STANDARD DRAWING TS-1113, SHEET 4 OF 12. S L - • a a °°S 13. RETAIN AND PROTECT BIKE LANE. PAINT TRANSITION " • • s LANE GREEN PER ACHD EXHIBIT NO. MUP-02 "DETAIL I • 1. .s. .f• . °1 r A„ 2 I I - - J °a F , • s I 14. BIKE LANE. PAINT TRANSITION LANE GREEN PER ACHD Q Q 1 _f ° • . • • I EXHIBIT NO. MUP-02 "DETAIL A". N J • _f. _L7 7TT I I 6.89' I I - - s • _ r.1 ° LJJ LJJ / n 1 1.66' I I I N d I � 15 1 I Q II ° a Q H d ° 1 Z I I ,° � 0 I Q 2 I I 1 � I 0 W �1 10 y o ° I 0 W V' o I s LU = Z ` V ULu 114 ° s F� - I I ed I 11 I 1 I I I I I 0) I 111 � I I I 6.69' I I 1 1 o b i- I I I c ° 1 I 1 I 1 I 1 12 I 3 s° I 15 a S S 1 1 � , ddl• II ° ° 9 ° • _ � � S � I -no on - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - ` °•S - ' - - d • •1 - 1 - S • . •- -°- -°-S- � .1 1 ° . ° • 1 • d •1 . . e • . • S ° ° - - -a - -1 - Sd• -1 _ I _ Tom- -� � - - - - - - - - - - -.� � � �- - - - - - - - - - E N G I N E E R I N G 1 - _ - - _ _ _ •1 s 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 _E EGE G _ _ PHONE(208)639-6939 EP EP EG E EG EG kmengllp.com� EP A A EGEEG� DESIGN BY: HIH E. FAI RVI EW AVE. E-EP E EG DRAWN BY: HIH Ep CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C1.3 NOTICE TO CONTRACTOR ACHD DRAINAGE KEYNOTES #A SIONAL 1 EXACWERE NOTATION KNOWNND SIZE OF AT TIME OF CARPORT TII ITY DESIIGN. 1. INLET #1 ACHD SD-601, TYPE 1 �o� �ISTErp�y,f'�c��y, CONTRACTOR TO COORDINATE FOOTING LOCATION AND RIM = 2632.72 R 4 d SIZE WITH ARCHITECTURAL PRIOR TO INSTALLATION OF IE OUT = 2629.72 UTILITIES. CONTACT DESIGN ENGINEER IF CONFLICT SUMP = 2628.72 11 EXISTS. Q25 = 0.91 CFS Q100 = 1.27 CFS N 2. SGT#1 OF % RIM (N) = 2633.37 LY KEG RIM S = 2633.28 IE IN = 2629.71 04/27/2023 IE OUT = 2628.96 INLET BAFFLE = 2628.96 OUTLET BAFFLE = 2629.71 3. SB#1 SEE ACHD SEEPAGE BED DETAIL #1/SECTION A-A ON SHEET COA (451 x 10'W x 10.0'D). 4. INSTALL GROUNDWATER OBSERVATION WELL PER ACHD 0 30 60 90 SD-627, SEE SHEET C0.1. INSTALL WITHIN THE Plan/Profile Scale: 1" = 30' N N N N %iz"w 12"w 12"w iz"w 12"w 12"w 12"w 12"w 12"w 12"w i 12"w i2"w 12"w 12"w 12"w- 12"w- 12"w 12"w 12"w 12"w 12"w 12"w 12"w 12^w i2^ i2'w 12"w INFILTRATION BED 5' FROM THE END AND OUTSIDE THE F o 0 0 0 BED A MINIMUM OF 50' FROM THE PERIMETER OF THE o 0 0 N 1`1 N E. E LD E N GRAY ST. BED. 8"S 8"S 8"S 8"S 8"S 8„S 8„S o ° "S 8"S 8"S � 8"S 8"S 8"S 8"S S�8»S 8"S 8"S -8^5 8^S 8^S 8^5 8 5 8^S 8^S 8^S 8^S 8^5 8^S 8" 5 N �_ a S ° z 30 LF 12' PVC I I T ^' o 27LF12" PVc - V) C�? 0.22% - - - - - - - - - - - - - _ _ KEYNOTES ® Lu 1'9% 32 13 43 - T ° 1° 1. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC 22. INSTALL 1500 GALLON SAND AND GREASE TRAP EXISTING SDMH ° °° ° s s s s _ _ _ - - _ - _ -,` -�- - r° °1 ° ° �L -1 - i- - SD-601. SG-3C WITH SOLID RIM PER DETAIL ON SHEET z ` 3 RIM = 2633.28 - - - - ° °° � ° ° ( ) F s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIM = 2634.17 COA. CONNECT TO SG-3B. g 24" CPP IE (E) = 2627.27 - 20 LF 12" PVC _ _ z P 31 I N SUMPT= 26301177 IE =22627 49 z F ,, 2 P 'p < 1 00 BAFFLE = 2627.49 z o z z o 14 . 2. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) IE OUT = 2627.39 N Z o 3 P 56 LF 12" PVC ,o - - - c I 51 LF 12" PVC U • W/ SOLID LID (OR APPROVED EQUIVALENT). a g � u °/ ® 1.55% N I ?S © 0.22% 41 N ° � Z 0 z RIM = 2635.97 23. 24'(W)X163'(L)X10.0'(D) SEEPAGE BED (SB-2) PER w o z a uco p °0 15" STORM IE 2628.62 ° IE IN OUT = 2630.63 DETAIL ON SHEET COA. OC - LU o w o • s° // 6"w 6"w I 242 LF 15" PVC s ° / tP 12" STORM IE 2629.05 �5 �' 15 ® 0.3% 8" SEWER IE 2627.58 16 O SUMP = 2629.63 TOP OF ROCK = 2632.45 o s Q °°° / 8" SEWER IE 2626.27 - - _ _ _ _ _ _ �� �2S ° IE = 2627.38 o a a 3 ° ° / e5 � h' I p ° � 3. INSTALL STANDARD CONCRETE CATCH MANHOLE BOTTOM OF ROCK = 2622.45 u 32 LF 8' PVC ^ ° > 118 LF 12" PVC �, C� 1.5% �, ) / ESTIMATED GROUNDWATER = 2617.50t tz z / c 59 LF 8" PVC 15"sD 15"sD 15 15"SD 1 "sD 15"sD 15"s 15"SD 15"SD (MH-2 W SOLID LID PER ISPWC SD-611. ,,, N ° / © 1.5% � s �2"w RIM = 2635.85 0 =d, ® 1.5% 331E 2629.20 II II I I 00 (I 24. INSTALL 1500 GALLON SAND AND GREASE TRAP ° a IE 2626 78 12 L7 34 I 34 IE 2 30.06 p ° IE IN/OUT = 2630.21 H 8" IE 2629.32 22 LF 12" PVC 46 LF 12" PVC SG-4A WITH SOLID RIM PER DETAIL ON SHEET W SUMP = 2629.21 ( ) IE 2630.21 - J 12" IE 2629.15 ® 0.5% e ® 1.5% COA. CONNECT TO SG-4B WITH ONE (1) 15" ADS z 0 s 12"sD 12"SD s s 9 s ° s s 4. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC PIPE @ 0.0%. a loco loco s° SD 8"SD° "SDI 8"� ° 1° _ ° ro SD-601. Ln s loco s s ° s °° ° RIM = 2634.70 w 12" STORM IE 2627.98 s s 17 s � RIM = 2634.72 IE IN = 2631.25 p N m a 8" SEWER IE 2629.49 32 LF 12" PVC Q°° ° 1 0 r 11 1' � - e e �° IE OUT = 2631.72 BAFFLE = 2631'1 5 ® 0 22% `" 12" STORM IE 2628.06 8" IE 2628.72 49 LF 8" PVC �0 34 LF 12" PVC SUMP = 2630.72 IE OUT = 2631.15 z _ �^ 4" SEWER IE 2629.45 12" IE 2628.55 ® 1.5% ® 7 8% ° \� \ p b I N 5. INSTALL 1500 GALLON SAND AND GREASE TRAP 25. INSTALL 1500 GALLON SAND AND GREASE TRAP \ 30 H I I I I (SG-1A) WITH SOLID RIM PER DETAIL ON SHEET (SG-4B) WITH SOLID RIM PER DETAIL ON SHEET 8 LF 8" PVC 8 LF 8" PVC °° C0.1. CONNECT TO SG-1 B WITH ONE (1) 15" ADS COA. CONNECT TO SG-4A. 35 C� 0.5% MIN 0 ® 0.5% MIN PIPE ® 0.0%. ' r 5 LF 15" ADS 35 9�L0.5% MIN 35 RIM = 2634.52 \\ ® 0 22% O IE 2633.07 IE 2632.44 IE IN = 2631.25 IE 2632.45 �� RIM = 2635.52 \ ® ° IE IN = 2629.98 BAFFLE = 2631.25 BAFFLE = 2629.98 IE OUT = 2631.15 ` \ ° 164 LF 18" PVC 00 IE OUT = 2629.88 L; 26. INSTALL AMCOR 30" ROUND CATCH BASIN W/ „S \ N s ° ® 0.22% I 6. INSTALL 1500 GALLON SAND AND GREASE TRAP GRATED LID (OR APPROVED EQUIVALENT). (SG-1B) WITH SOLID RIM PER DETAIL ON SHEET RIM = 2634.27 - COA. CONNECT TO SG-1 C WITH ONE (1) 15" ADS IE IN/OUT = 2631.27 PIPE ® 0.0%. 88 LF 15" ADS s N SUMP = 2630.27 \ \ PERF PIPE 0 0.0% - �° v; RIM = 2635.35 IE IN = 2629.98 27. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC BAFFLE = 2629.98 SD-601. 29 b IE OUT = 2629.88 RIM = 2632.81 s a ° ' �- 6 IE OUT = 2629.81 7. INSTALL 1500 GALLON SAND AND GREASE TRAP SUMP = 2628.81 °°No I - I (SG-1C) WITH SOLID RIM PER DETAIL ON SHEET 28. INSTALL 1500 GALLON SAND AND GREASE TRAP r Q s s° s - I COA. CONNECT TO SG-1 B. `C c I RIM = 2635.19 ( ) a ° I � •s��� � I I SG-5 WITH SOLID RIM PER DETAIL ON SHEET s IE IN = 2629.98 C0.1. Ln I ° I $ n v IE BAFFLEOUT = 2629.88 RIM (S) = 2633.63 0 P s °D I I IE IN = 2629.60 DC s° 14 LF 15" ADS L 8. 22'(W)X126'(L)X10.O'(D) SEEPAGE BED (SB-1) PER BAFFLE = 2629.60 0 C @ 20.7% 18 8"S 8"S s �"s 8"S 8"S DETAIL ON SHEET COA. IE OUT = 2629.50 U ° TOP OF ROCK = 2633.00 Lu F 28 23 LF 15" PVC 46 LF 8" PVC N I I IE = 2629.87 29. 11'(W)X88'(L)X12.0'(D) SEEPAGE BED (SB-3) PER BOTTOM OF ROCK = 2623.00 DETAIL ON SHEET C0.1. 0.22% 35 0.5% MIN I ESTIMATED GROUNDWATER = 2617.70t TOP OF ROCK = 2631.80 IE 2633.97 Z. $"So � 1 i S° N 37 IE = 2626.60 ° b o 1 9. INSTALL 1500 GALLON SAND AND GREASE TRAP BOTTOM OF ROCK = 2619.80 1°I \ s to (SG-2) WITH SOLID RIM PER DETAIL ON SHEET ESTIMATED GROUNDWATER = 2615.60f 4A N 110 LF 18" PVC C0.1. \ 7 LF 8" PVC 6 LF 4" PVC ® 1.0% MIN. °° ® 0.4% RIM (W) = 2636.00 30. INSTALL 1000 GALLON SAND AND GREASE TRAP 45 LF 18" ADS 10' ® 0.5% MIN 35 SEE LANDSCAPING FOR ° s a CP PERF PIPE @ 0.0% \ I c s ° IE 2632.34 CONTINUATION I RIM (E) = 2636.03 SG-6 WITH SOLID RIM PER DETAIL ON SHEET II 3A I ° \ N LIFI 58 LF 4" PVC I I I I I0 BAFFLE = 2630.32 RIM N IE IN = 2630.32 C0.1. PROPOSED ACHD 66 LF 12" PVC ® 1.0% 4 LF 4' PVC @ 1.0% MIN. P p © N IE OUT - 2630.22 RIM (S) = 2633.35 I STORMWATER EASEMENT ® 0.22% SEE LANDSCAPING FOR IE IN = 2626.71 a CONTINUATION �, s � 10. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-3) BAFFLE = 2626.71 s I N�-M N I� I °Z° I I �IE IE 2632.58 34 e e to W/ SOLID LID (OR APPROVED EQUIVALENT). IE OUT = 2626.61 2631.80 34 RIM = 2636.70 87 LF 8" PVC 2A `N ® 2 0% • s s FINISH FLOOR 27 LF 4" PVC s ° IE IN/OUT = 2631.34 31. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC 9 LF 4" PVCELEV:2636.07 ° s s $ s ° s, • N - SD-601. n 2 LF 18" ADS @ 1.0% s s � ,� SUMP = 2630.34 Q a °° Q 0.5% " @ 1.0% ^^ • e 8 s s° . ., RIM = 2632.94 _ 36 a"s 9 LF 4" PVC I II (x2) 7 LF 15" ADS (x3) 163 LF 15" ADS (x3) 5 LF 15" ADS ;, s 3 LF 12" PVC o. �� 4"SD ® 1.0% PERF PIPE ® 0.0% p 0.22%; ao 11. INSTALL AMCOR 30" ROUND CATCH BASIN W/ IE OUT = 2629.94 a�• 4 . 34 IE 2632.76 ° ® 53.9% GRATED LID (OR APPROVED EQUIVALENT). SUMP = 2628.94 z s• 22 RIM = 2636.08 32. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC Q 0.5% I 8"s "sD 8•sD ° ° p �•$p a"sp• LN IE IN OUT = 2632.02 s ° SD-601. � I I 1A - t` - I 8" STORM , s ° IE 2632.29 ° ` r� °• ° 8 24 15"sD 15"sD 15"sD 15"sD 15"sD 1s"sD " ®® ro 21 � ° SUMP = 2631.02 (,/') 0 27 40 IE 2631.04 ° A • IE 2632.49 s RIM = 2632.42 Ln d ° 4" IE 2631.71 s ` 38 22 LF °o IE IN OUT = 2629.42 Ni 3 I 4" SEWER s • or° 1 IIIIII� • 25 ow ow 15"SD 15"SD 15"SD 23 15"SD 15"SD 15"SD ®® _ ° � / N I- • ,° 8" IE 2631.54 ° 12. INSTALL 4" CLEAN-OUT. SUMP = 2628.42 z 0 6 LF 12" PVC IE 2628.79 °° ° 20 LF 4" PVC, � ° ® 0.22% 15 LF 38 ® 1.0% FINISH FLOOR 1 ®® 15"SD 15"SD 15"SD 15"SD 15"SD 15'SD ®® s 13. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC V--I I""I""I Z ELEV:2636.13 19 ( N SD-601. 33 SD INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC 5 • IE 2633.01, °. s s "5 a s° RIM = 2632.22 J ° s ° 50 LF 4" PVC °.°°°°° ® a 5 LF 15" PVC °° IE OUT = 2629.22 3 ' s 18 LF 4" PVC © 1.0% 20 0L �'a N N o L - - 0 ® 1.0% IE 2632.95 a•sp 26 0, 0.5% ;O SUMP = 2628.22 34. INSTALL 4" TRAFFIC RATED CLEAN-OUT WITH o I r - °s 5 0 5 LF 18" PVC a BRASS LID PER ISPWC SD-506A. Q W 00 8 w7-8'w asuD �iil26 a ° ® 0.4% 14. INSTALL AMCOR 30" ROUND CATCH BASIN MH-4 35. SEE MECHANICAL FOR CONTINUATION. w ° : .y 34 IE 2633.19 N ( ) : v ® °< s° , ° s W/ SOLID LID (OR APPROVED EQUIVALENT). F "a 11 w - J I 26 .21 34 t1 1 ; 39 ° ° °39 a 39 I° I RIM = 2633.00 36. MAINTAIN 18" VERTICAL SEPARATION BETWEEN Ln IE IN/OUT = 2629.15 N N I I ����� s ° ° 1 ° a __ EXISTING CITY OF MERIDIAN SUMP = 2628.15 POTABLE/NON-POTABLE MAINS/SERVICES PER CITY 1 v I ° ° "�, 74 LF 4" PVC 9° °° ° 39 X 6 LF 4" PVC 76 LF 8" PVC CROSS ACCESS, WATER, AND OF MERIDIAN AND DEQ STANDARDS. CONTRACTOR � Q ® 1.0% ^r $ s ° ° ® 1.0% 35 ® 0.5% MIN »s ° SEWER MAIN EASEMENT TO INSTALL VERTICAL BENDS IN WATER - ., N 15. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-5) MAIN/SERVICE IF NECESSARY. O CD 0- I I I I I I I IE 2632.71„ I 111 I � W/ SOLID LID (OR APPROVED EQUIVALENT). RIM = 2633.96 37. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-7) O U IE IN/OUT = 2629.04 W - SUMP = 2628.04 W/ SOLID LID (OR APPROVED EQUIVALENT). W RIM = 2634.21 16. INSTALL STANDARD CONCRETE CATCH MANHOLE IE IN/OUT = 2629.65 z (MH-6) W/ SOLID LID (OR APPROVED EQUIVALENT). SUMP = 2628.65 MATCHLINE - SEE SHEET C2 . 1 RIM = 2634.58 38. INSTALL NDS "MINI CHANNEL DRAIN" OR APPROVED O IE IN/OUT = 2628.31 rn SUMP = 2627.31 EQUIVALENT. CONNECT TO MAIN LINE WITH 4" PVC � AT 1.0% MIN SLOPE. SEE PLAN FOR CHANNEL rl 17. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC DRAIN LENGTH. SEE GRADING PLAN FOR RIM SD-601. ELEVATION. RIM = 2633.96 IE IN/OUT = 2630.96 39. 9"x9" NDS CATCH BASIN WITH STEEL LID (OR SUMP = 2629.96 APPROVED EQUIVALENT). CONNECT TO MAIN LINE WITH 4" PVC AT 1.0% MIN SLOPE. SEE GRADING 18. INSTALL STANDARD CONCRETE CATCH MANHOLE W/ PLAN FOR RIM ELEVATION. GRATED LID PER ISPWC SD-611. RIM = 2634.85 40. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-8) O IE IN/OUT = 2627.95 W/ SOLID LID (OR APPROVED EQUIVALENT). • SUMP = 2626.95 RIM = 2633.11 • IE IN/OUT = 2629.80 • 19. INSTALL STANDARD CONCRETE CATCH MANHOLE W/ SUMP = 2628.80 • • GRATED LID PER ISPWC SD-611. \ • RIM = 2634.90 41. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC • • IE IN/OUT = 2627.51 SD-601. SUMP = 2626.51 34.65 IE OUT 26 26311.65 1 • • 20. INSTALL 1500 GALLON SAND AND GREASE TRAP SUMP = 2630.65 m TRIBUTARY AREA TOSB-3 TRIBUTARY AREA TOSB-2 (SG-3A) WITH SOLID RIM PER DETAIL ON SHEET ' m ROOFTOP 36,144 SQ.FT. ROOFTOP 98,673 SQ.FT. • 42. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC HARDSCAPE 20,540 SQ.FT. HARDSCAPE 91,261 SQ.FT. C0.1. CONNECT TO SG-36 WITH ONE (1) 18" ADS SD-601. LANDSCAPE 5,157 SQ.FT. LANDSCAPE 12,122 SQ.FT. PIPE @ 0.0%. RIM = 2635.43 TOTAL 61,841 SQ.FT. TOTAL 202,056 SQ.FT RIM = 2635.09 IE OUT = 2632.43 IE IN = 2627.49 SUMP = 2631.43 ,\ BAFFLE = 2627.49 • IE OUT = 2627.39 ACHD \ I • 43. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC SB-1 SD-601. BED TOTAL STORMWATER SEEPAGE BED VOID CAPACITY TIME TO • 21. INSTALL 1500 GALLON SAND AND GREASE TRAP ROOF (sf) HARDSCAPE (sf) LANDSCAPE (sf) SEEPAGE BED DIMENSIONS RIM = 2632.40 NAME TRIB AREA(sf) DEVELOPED (cf) VOLUME (cf) RATIO (cf) INFILTRATE •. I • (SG-3B) WITH SOLID RIM PER DETAIL ON SHEET IE OUT = 2629.40 • COA. CONNECT TO SG-3C WITH ONE (1) 18" ADS SUMP = 2628.40 SB-1 73,607 57,250 18,088 148,945 10,887 126'(L)x22'(W)x10'(D) 27,720 0.40 11,088 5.9 HR s6-z PIPE 0.0%. SB-2 98,673 91,261 12,122 202,056 15,390 163'(L)x24'(W)x10'(D) 39,120 0.40 15,648 5.9 HR I f •'' ' • RIM = 2635.13 44. INSTALL ACHD BORROW DITCH (SW-1) PER ACHD ■ • IE IN = 2627.49 SB-3 36,144 20,540 5,157 61,841 4,638 88'(L)x11'(W)x12'(D) 11,616 0.40 4,646 7.2 HR I Trii BAFFLE = 2627.49 STANDARD DRAWING DETAIL 05. SEE GRADING PLAN I ■ FOR GRADING. CONTRACTOR TO ENSURE SAND IE OUT = 2627.39 WINDOW IS EXTENDED PAST LEAN CLAY AND TO • SANDY SILT FOUND AROUND 3' BELOW EXISTING NOTES: + • GRADE SURFACE. 1. DESIGN STORM EVENT IS 1.0" FOR 1 HOUR OVER THE IMPERVIOUS TRIBUTARY AREA. I I ;. II��� i SEEPAGE BED CALCULATIONS • N TS m o�LLLL II a� ^o I - 0, w TRIBUTARY AREA TO SB-1 a a N I ROOFTOP 73,607 SQ.FT. >u u¢ HARDSCAPE 57,250 SQ.FT. I • a o 0 o LANDSCAPE 18,088 SQ.FT. m=J~ I •• I I N 1TOTAL 118,9 41 SQ. .NT.I • �� SB-1 E N G I N E E RI N G • I-I I-I-III-I-I I I �' 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 sw-1 kmengllp.com ACHD BORROW DITCH SW-1 - DESIGN BY: HIH HARDSCAPE 34,129 SQ.FT. LANDSCAPE 10,170 SQ.FT. TOTAL 44,299 SQ.FT. DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 TRIBUTARY AREA PROJECT: 21-225 1" = 100' SHEET NO. C2.0 NOTICE TO CONTRACTOR ACHD DRAINAGE KEYNOTES #A SIONAL 1 EXACWERE NOTATION KNOWNND SIZE OF AT TIME OF CARPORT TII ITY DESIIGN. 1• INLET #1 ACHD SD-601, TYPE 1 �o� �ISTErp�y,f'�c��y, CONTRACTOR TO COORDINATE FOOTING LOCATION AND RIM = 2632.72 R 4 d SIZE WITH ARCHITECTURAL PRIOR TO INSTALLATION OF IE OUT = 2629.72 UTILITIES. CONTACT DESIGN ENGINEER IF CONFLICT SUMP = 2628.72 11 0 EXISTS. Q25 = 0.91 CFS Q100 = 1.27 CFS N 2. SGT#1 OF % RIM (N) = 2633.37 LY KEG RIM S = 2633.28 IE IN = 2629.71 04/27/2023 MATCH LINE - SEE SHEET C 2 .0 IE OUT = 2628.96 INLET BAFFLE = 2628.96 OUTLET BAFFLE = 2629.71 3. SB#1 SEE ACHD SEEPAGE BED DETAIL #1/SECTION A-A ON SHEET COA (451 x 10'W x 10.0'D). a 4 It_ LbJ 1./ 1 - -_ ao LL L-r uo 4. INSTALL GROUNDWATER OBSERVATION WELL PER ACHD 0 30 60 90 4" SEWER J ° `�� ���IIII 25f-I 15"SD 15"SD 15"SD 23 15"SD 15"SD 15"SD 18" IE 2631.54 SD-627, SEE SHEET COA. INSTALL WITHIN THE ii -6 LF 12" PVC IE 2628.79 20 LF 4 PVC -� Plan/Profile Scale: 1 - 301 1 INFILTRATION BED 5' FROM THE END AND OUTSIDE THE W0 0.22% I :v 15 LF 38 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD ®® I F® 10% BED A MINIMUM OF 50' FROM THE PERIMETER OF THE o 0 o N �°° I° 1 °" 50 LF 4" PVC ........ IE 2633.01 s °„ 1s5 LF 15" PVC19 °° N BED.L - �° ® 1.0% IE 2632.95 18 LF 4 PVC 0 1.0% eso 260 0.5% 20 ° Ln z 8 w O e e�e4 : : : 4aSD •sD I "s 0 4� PVC a KEY NOTES ® o 8 w 8'�yy wa s 34 IE 2633.19 I ! ! 4 N w ° °` s° ° ° s moo 1. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC 22. INSTALL 1500 GALLON SAND AND GREASE TRAP , 0� _ I 39 I ° SD-601. (SG-3C) WITH SOLID RIM PER DETAIL ON SHEET z ;; ~ N N I I Lu ° ����� 34 1 ° s , : ° 1° 39 cA, 29' EXISTING CITY OF MERIDIAN° ° RIM = 2634.17 COA. CONNECT TO SG-3B. g z I ° 1/ ° _ N n o ° ° ° 39 6 LF 4" PVC CROSS ACCESS, WATER, AND IE OUT = 2631.17 RIM = 2635.19 I 74 LF 4" PVC x 76 LF 8" PVC N w 2 00 .0 $ SEWER MAIN EASEMENT SUMP = 2630.17 IE IN = 2627.49 = * ® 1.0% s s 0 1.0% 35 0 0.5% MIN -1 ° z 2 ,. BAFFLE = 2627.49 0 o z z o IE 2632.71 _ 2. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) IE OUT = 2627.39 N Z o 0 s 8' 8„SN �8"s Is 4„s `` �; W/ SOLID LID (OR APPROVED EQUIVALENT). 2 a 233 N ,° I ssco o F) -� '� RIM = 2635.97 23. 24'(W)X163'(L)X10.0'(D) SEEPAGE BED (SB-2) PER w �_ o o a N '00o I FINISH FLOOR � "a I °1 ELEV:2636.13 0 ° � � � J ,� IE IN/OUT = 2630.63 DETAIL ON SHEET C0.1. � W o o � N SUMP = 2629.63 TOP OF ROCK = 2632.45 2 o I ° g IE = 2627.38 o Q a 2 2"sD ° °1 °1 „" 3. INSTALL STANDARD CONCRETE CATCH MANHOLE BOTTOM OF ROCK = 2622.45 } o 1 ---- s ESTIMATED GROUNDWATER = 2617.50t z II `� N I I (MH-2) W/ SOLID LID PER ISPWC SD-61 1. w s s 1 ° s 1 RIM = 2635.85 �I EXISTING SDMH °° ° 1 °' 1 1 1 ° ° ° ° ° 1° r 1 ° ° ° ° IE IN/OUT = 2630.21 24. INSTALL 1500 GALLON SAND AND GREASE TRAP oI a RIM = 2634.11 57 LF 12" PVC a e e e IE 12" (W) = 2629.24 0 0.22%; e e SUMP = 2629.21 (SG-4A) WITH SOLID RIM PER DETAIL ON SHEET W u];� COA. CONNECT TO SG-46 WITH ONE (1) 15" ADS z IE 12" (E) = 2630.56 3 I I I II I �I I I I IE 2634.00 N ° I °° 4. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC PIPE 0 0.0%. n IE 12" (N) = 2630.25 00 J SD-601. RIM = 2634.70 Lu 0 12" STORM IE 2631.06 ° 0 23 LF 8" PVC b 96 LF 8" PVC b ° RIM = 2634.72 IE IN = 2631.25 4" SEWER IE 2628.32 •N 0 0.5% MIN 35 35 0 0.5% MIN ° IE OUT = 2631.72 BAFFLE = 2631.25 O N m a N IE 2633.67 IE 2633.81 1° 1 s ° SUMP = 2630.72 IE OUT = 2631.15 z �xo ° ° I � Q 3 12" IE 2631.04 e s ® ® 35 22®L0.5% MIN 8" PVC 8"s - -� I I '�- 5. INSTALL 1500 GALLON SAND AND GREASE TRAP 25. INSTALL 1500 GALLON SAND AND GREASE TRAP 8"I IE 2631.21' ° IE 2635.10 I I C0.1. CONNECT TO SG-4A. o � •"% °1 ,n ,� I COA. CONNECTTH ECTSOOLID RIM PER ITH DETAIL E ( ) 15" ADS (SG-46) WITH SOLID RIM PER DETAIL ON SHEET o I i /12 I I RIMPIPE®26 5.52 EIMIN =22631 25 8" STORM IE 2633.901 I I IE IN = 2629.98 BAFFLE = 2631.25 n 8" SEWER IE 2632.17 _ IE OUT = 2631.15 L u I N I I I °d " 8" SEWER IE 2628.503 ° 0 I I I I IE OUT = 2629.88 IN N H I° N 26. STALL AMCOR 30" ROUND CATCH BASIN W/ 6. INSTALL 1500 GALLON SAND AND GREASE TRAP GRATED LID (OR APPROVED EQUIVALENT). z I I (SG-1B) WITH SOLID RIM PER DETAIL ON SHEET RIM = 2634.27 COA. CONNECT TO SG-1 C WITH ONE (1) 15" ADS IE IN/OUT = 2631.27 12"sD 12'sD 3 I ° J rn o . I I -� I I PIPE ®260%. SUMP = 2630.27 c� I I I ° a 132 LF 8" PVC a z G , ® 1.5% v I I IE IN = 2629.98 27. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC t I I I ( I BAFFLE = 2629.98 SD-601. n I I I I ° IE OUT = 2629.88 RIM = 2632.81 G G c� o g ° I I IE OUT = 2629.81 to F CDN I ° 1 :' I I I 7. INSTALL 1500 GALLON SAND AND GREASE TRAP SUMP = 2628.81 187 LF 12" PVC 0 1 o I I (SG-1C) WITH SOLID RIM PER DETAIL ON SHEET 0 0.22% p o I I C0.1. CONNECT TO SG-16. 28. INSTALL 1500 GALLON SAND AND GREASE TRAP s ° I I RIM = 2635.19 (SG-5) WITH SOLID RIM PER DETAIL ON SHEET a 1 I IRR IE IN = 2629.98 C0.1. BAFFLE = 2629.98 RIM (N) = 2633.63 IE OUT = 2629.88 RIM (S) = 2633.63 IE IN = 2629.60 I 8. 22'(W)X126'(L)X10.O'(D) SEEPAGE BED (SB-1) PER BAFFLE = 2629.60 C3 r,` I _ 11 DETAIL ON SHEET COA. IE OUT = 2629.50 TOP OF ROCK = 2633.00 I I 11 IE = 2629.87 29. 11'(W)X88'(L)X12.0'(D) SEEPAGE BED (SB-3) PER 1IDBOTTOM OF ROCK = 2623.00 DETAIL ON SHEET C0.1. ° I I ESTIMATED GROUNDWATER = 2617.70t TOP OF ROCK = 2631.80 I IE = 2626.60 10' MIN. I 9. INSTALL 1500 GALLON SAND AND GREASE TRAP BOTTOM OF ROCK = 2619.80 -12"w 12' 12"w 12"w I I 31 LF 8" PVC 38 LF 8" PVC 68 LF 15" PVC- (12.65') I 11 (SG-2) WITH SOLID RIM PER DETAIL ON SHEET ESTIMATED GROUNDWATER = 2615.60f 35 0 0.5% MIN 35 0 0.5% MIN I 1 ® I C0.1. ° ° I IE 2635.04 IE 2634.69 1 0 1.0% I I � RIM (W) = 2636.00 30. INSTALL 1000 GALLON SAND AND GREASE TRAP RIM (E) = 2636.03 (SG-6) WITH SOLID RIM PER DETAIL ON SHEET 3 I * IE IN = 2630.32 C0.1. I o 81 I I I 1 ° �-x BAFFLE = 2630.32 RIM (N) = 2633.38 N °1 1 1 DEp F I I = RIM S = 2633.35 IE OUT 2630.22 ( ) N 1 1 s a 1 1° s` IE IN = 2626.71 a (x3) 5 LF 15" ADS (x3) 126 LF 15" ADS 1102 LF 15" PVC I 10. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-3) BAFFLE = 2626.71 es'p 0 0.22% PERF PIPE 0 0.0% 0 1.0% W/ SOLID LID (OR APPROVED EQUIVALENT). IE OUT = 2626.61 - I ° I I RIM = 2T = 2 31. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC FF3 ' 2 5 1 1 I IE IN/OUT = 2631.34 _ SUMP = 2630.34 SD-601. Q N 15"sD 1 1 RIM = 2632.94 12"SD 12"SD 12"SD 12"SD 12"SD 15"SD 15"SD 15"SD 15"SD 00 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD I IE OUT = 2629.94 42 15"so z 11. INSTALL AMCOR 30" ROUND CATCH BASIN W/ n w SUMP = 2628.94 6 ® 1s"sD 15"sD 1�/ 1s"sD 15'sD 15"sD- 10 1° I � I GRATED LID (OR APPROVED EQUIVALENT). z r 14 LF 12" PVC 139 LF 12" PVC 3 104 LF 15" PVC w 0 12.9% 0 0.3% w RIM = 2636.08 ° I I 32. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC Q 0 0.22% 7 ® 15"SD 15"SD 15"SD 15"SD 15"SD 1° I I � Q w IE IN/OUT = 2632.02 SD-601. _N 1 SUMP = 2631.02 RIM = 2632.42 Ln 0 / nnn. 4 18 LF 15" PVC 10 LF 15" ADS I I IE IN/OUT = 2629.42 o 12. INSTALL 4" CLEAN-OUT. 0 9.7% I I I„i""I w 0 3.5% SUMP = 2628.42 z i� z 13. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC 33. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC z SD-601. SD-506A. Q N ° IR \� M a RIM = 2632.22 SI SI SI SI S7 SI I \ IR 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI n 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI _ _24"GI 24"GI 24"G IR I - - - IE OUT = 2629.22 \r - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - c - - - - - - - - - - - - - - - - - - - - - - - - - - - - = 34. INSTALL 4" TRAFFIC RATED CLEAN-OUT WITH SUMP 2628.22 ° - � - - - -°- - - - -° f - - - - - - - 1 - - - - - - - - - 1 - - - - - - - - 1 °L - ° ° ° 1 <1 SIR 4"I;I ° ° BRASS LID PER ISPWC SD-506A. Q W d 3 _ - - - ° a °I 1 ° ° 14. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-4) 35. SEE MECHANICAL FOR CONTINUATION. < V b d - _ ° W/ SOLID LID (OR APPROVED EQUIVALENT). d N � 405.52' P P P p P _ p - _ _71.55' RIM = 2633.00 a a 2 GI 36. MAINTAIN 18" VERTICAL SEPARATION BETWEEN V) z E>�� �U� ummi _ _ 213'24' 4' IE IN/OUT = 2629.15 POTABLE/NON-POTABLE MAINS/SERVICES PER CITY 44 EP _ - p SUMP = 2628.15 Q 0 EP EP 44 �EF��EP EP EP EP EP EP �' CEP 44 OF MERIDIAN AND DEQ STANDARDS. CONTRACTOR Q �� EG 15. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-5) M INSTALL VERTICAL BENDS IN WATER MAIN/SERVICE IF NECESSARY. O O Q c G N G c GN G c c G G c G G c c G c c G G c G G c c G c c G G c �+' �,G G c c G W/ SOLID LID (OR APPROVED EQUIVALENT). / � G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EP RIM = 2633.96 U 0) N LO LO n N G EP G G IE IN/OUT = 2629.04 37. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-7) (, W E. FAIRVIEW AVE. T "1 SUMP = 2628.04 RIM = 2634.21(OR APPROVED EQUIVALENT). LU 16. INSTALL STANDARD CONCRETE CATCH MANHOLE IE IN/OUT = 2629.65 z (MH-6) W/ SOLID LID (OR APPROVED EQUIVALENT). SUMP = 2628.65 RIM = 2634.58 38. INSTALL NDS "MINI CHANNEL DRAIN" OR APPROVED O IE IN/OUT = 2628.31 rn SUMP = 2627.31 EQUIVALENT. CONNECT TO MAIN LINE WITH 4" PVC � AT 1.0% MIN SLOPE. SEE PLAN FOR CHANNEL rl 17. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC DRAIN LENGTH. SEE GRADING PLAN FOR RIM SD-601. ELEVATION. RIM = 2633.96 IE IN/OUT = 2630.96 39. 9"x9" NDS CATCH BASIN WITH STEEL LID (OR / SUMP = 2629.96 APPROVED EQUIVALENT). CONNECT TO MAIN LINE WITH 4" PVC AT 1.0% MIN SLOPE. SEE GRADING 18. INSTALL STANDARD CONCRETE CATCH MANHOLE W/ PLAN FOR RIM ELEVATION. GRATED LID PER ISPWC SD-611. RIM = 2634.85 40. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-8) O IE IN/OUT = 2627.95 W/ SOLID LID (OR APPROVED EQUIVALENT). • SUMP = 2626.95 RIM = 2633.11 • IE IN/OUT = 2629.80 • 19. INSTALL STANDARD CONCRETE CATCH MANHOLE W/ SUMP = 2628.80 • • GRATED LID PER ISPWC SD-611. \ • RIM = 2634.90 41. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC • • IE IN/OUT = 2627.51 SD-601. SUMP = 2626.51 34.65 IE OUT 26 26311.65 1 • • 20. INSTALL 1500 GALLON SAND AND GREASE TRAP SUMP = 2630.65 m TRIBUTARYAREATOSB-3 TRIBUTARY AREA TOSB-2 (SG-3A) WITH SOLID RIM PER DETAIL ON SHEET ' m ROOFTOP 36,144 SQ.FT. ROOFTOP 98,673 SQ.FT. • 42. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC HARDSCAPE 20,540 SQ.FT. HARDSCAPE 91,261 SQ.FT. C0.1. CONNECT TO SG-3B WITH ONE (1) 18" ADS SD-601. LANDSCAPE 5,157 SQ.FT. LANDSCAPE 12,122 SQ.FT. PIPE 0 0.0%. RIM = 2635.43 TOTAL 61,841 SQ.FT. TOTAL 202,056 SQ.FT . RIM = 2635.09 IE OUT = 2632.43 IE IN = 2627.49 SUMP = 2631.43 BAFFLE = 2627.49 • � • IE OUT = 2627.39 ACHD I • 43. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC SB-1 SD-601. BED TOTAL STORMWATER SEEPAGE BED VOID CAPACITY TIME TO • 21. INSTALL 1500 GALLON SAND AND GREASE TRAP ROOF (sf) HARDSCAPE (sf) LANDSCAPE (sf) SEEPAGE BED DIMENSIONS RIM = 2632.40 NAME TRIB AREA(sf) DEVELOPED (cf) VOLUME (cf) RATIO (cf) INFILTRATE •. I • (SG-3B) WITH SOLID RIM PER DETAIL ON SHEET IE OUT = 2629.40 O , • COA. CONNECT TO SG-3C WITH ONE (1) 18" ADS SUMP = 2628.40 SB-1 73,607 57,250 18,088 148,945 10,887 126'(L)x22'(W)x10'(D) 27,720 0.40 11,088 5.9 HR s6-z PIPE 0 0.0%. SB-2 98,673 91,261 12,122 202,056 15,390 163'(L)x24'(W)x10'(D) 39,120 0.40 15,648 5.9 HR I f •'' ' • RIM = 2635.13 44. INSTALL ACHD BORROW DITCH (SW-1) PER ACHD ■ • IE IN = 2627.49 SB-3 36,144 20,540 5,157 61,841 4,638 88'(L)x11'(W)x12'(D) 11,616 0.40 4,646 7.2 HR I I i BAFFLE = 2627.49 STANDARD DRAWING DETAIL 05. SEE GRADING PLAN I ■ FOR GRADING. CONTRACTOR TO ENSURE SAND IE OUT = 2627.39 WINDOW IS EXTENDED PAST LEAN CLAY AND TO NOTES: II I SANDY SILT FOUND AROUND 3' BELOW EXISTING 7. GRADE SURFACE. 1. DESIGN STORM EVENT IS 1.0" FOR 1 HOUR OVER THE IMPERVIOUS TRIBUTARY AREA. I I III�I ` SEEPAGE BED CALCULATIONS I I , Ilu • N TS m o�LLLL II a� ^o I - o�o TRIBUTARY AREA TO SB-1 <a a N I ROOFTOP 73,607 SQ.FT. >U cai¢ HARDSCAPE 57,250 SQ.FT. I • a o 0 o LANDSCAPE 18,088 SQ.FT. m= TOTALJ~ I I I N 1118N41 I FT I SB-1 E N G I N E E RI N G • I I � �-Iiunimmin �`• 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 sw-1 kmengllp.com ACHD BORROW DITCH SW-1 - DESIGN BY: HIH HARDSCAPE 34,129 SQ.FT. LANDSCAPE 10,170 SQ.FT. TOTAL 44,299 SQ.FT. DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 TRIBUTARY AREA PROJECT: 21-225 1" = 100' SHEET NO. C2. 1 ��SSZONAL Quo 4��I S TE,p�y� ,e� 0 F 1 LY KEG 04/27/2023 0 30 60 90 Plan/Profile Scale: 1" = 30' N N N N W O O O O Q O O " Nrn -1 I� SEWER KEYNOTESLn #s 1. CORE DRILL MANHOLE AND INSTALL KOR-N-SEAL z BOOT TO PROVIDE WATER TIGHT SEAL. CONTRACTOR o TO RE-CHANNEL MANHOLE. CONTRACTOR TO VERIFY > ui SEWER MAIN SIZE, LOCATION, AND INVERT ELEVATION PRIOR TO ANY CONSTRUCTION. o � EXISTING 8" IE IN (E)= 2624.54 z Ln EXISTING 8" IE OUT (N)= 2624.44 z � PROPOSED 8" IE IN (W) = 2624.54 N Lu s 2 SD D SD-SD-SD z H Ln W r 2. INSTALL 8" SEWER SERVICE AT IE 2632.63. SEE p O z z o d P P e PLUMBING PLAN FOR CONTINUATION OF SERVICES 0 W o 0 _ _ _ _ _ _ WITHIN BUILDING. N 2- � u T�_� - - 1-� - - T - - - C' -� - -T T - -T T-7-�-7-T-7-T T T-�-� T T T P P T P T P T P T Lu P T T� P P P P P P P P P - - - - - -�T T T T T T T W ~ Z z a _ / z P P P�- 3. CONNECT TO EXISTING 8" SEWER MAIN AND INSTALL � W o W o -�c c c c c c c EXISTING SSMH G c c g G c G c G- c G c c c G G _jc G G EXISTING 8" SEWER MAIN RIM = 2633.06 w SEWER MANHOLE PER ISPWC SD-501. CONTRACTOR 0 = o w AND INVERT TO VERIFY SEWER MAIN SIZE, LOCATION, A � a a EXISTING 8" SEWER MAIN EXISTING SSMH ou D xN IE E = 2622.09_ ¢ ELEVATION PRIOR TO ANY CONSTRUCTION. 1z w 1 w 12'w 1z w 1 12'w ( ) w RIM = 2634.60 RIM = 2633.92 tz z 12"W 2"W 2"W 12"W 12"W 12'W IE (W) = 2621.99 1 W 12'W 1, V 12'W 12'w- -12"W 12"W 12'W 12"W -12"W 12"W 12"W 12" 12"W 12"W IE (S) = 2623.53 EXISTING 8" IE (E/W) - 2622.78 " o 5S N w E. E LD E N GRAY ST. 3s IE (W) = 2623.43 PROPOSED 8" IE IN (S) = 2622.88 N O w s s"s a"s a"s s"s s"s s"s s"s "s s"s 4. INSTALL 8" SEWER SERVICE AT IE 2631.39. SEE z 8"S 8"S 8"S 81, 8°S S 8"S 0'"S 8"S- 8"S 8°S 8"S 8 S 8"S 8'S 8"S 8"S 8"S 8"S 8' S O 3 = PLUMBING PLAN FOR CONTINUATION OF SERVICES CIA EXISTING SSMH s I I a N V) RIM = 2633.00 55 LF 8" PVC I I WITHIN BUILDING. Lu 1 SEWER SERVICE @ 6.5% W n IE (E) = 2620.25 - - T - - - - - - - - 5. CONNECT TO EXISTING 8" SEWER MAIN AND INSTALL CILx`A IE (SE) = 2620.25 - I I s ° s ° - - - - - - - ° - J ° 1 ° �L _1 �- ° ° ° Sa SEWER MANHOLE PER ISPWC SD-501. CONTRACTOR Z ^' ^^ \ IE (NW) = 2620.15 ° TO ANY CONSTRUCTION. ND INVERT EXISTING SDMH - TO VERIFY SEWER MAIN SIZE, LOCATION, A s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEVATION PRIOR RIM = 2633.28 p ° - _ - N E 4 SD r I I �n ° 1° RIM = 2632.30 24" CPP IE (E) = 2627.27 _ �, °o °. ° EXISTING 8" IE (E/W) = 2621.46 88 LF 8" PVC "s 4 IE 2628.99 I o "�47 1SEWER SERVICE @ 6.4% a v 0p � 's '� s ° °° PROPOSED 8" IE IN (S) = 2621.56 2628.82 N P °° - 1 20S o I ° I 6. INSTALL 1500 GALLON GREASE INTERCEPTOR. SEE \ _ ° 5 LF 8" PVC n I �2so N PLUMBING FOR FINAL SIZING AND DETAIL. s ° SEWER SERVICE @ 7.0% =5 6"w 6"W \ 00 1° ° RIM N) = 2634.38 \ 1 1 16S IE 2625.11 I C RIM �S) = 2634.50 19S ° IE IN = 2629.39 \ °°s // IE 2629.17 16S $s/ L- - - - - - - - - i ?so � IE OUT = 2629.06 .`, / I °--. p 53 LF 8" PVC 15"SD 15"SD 15" 15"SD 1 "SD 15"SD 15"Sp 15"SD 15'SD N r a s s / 25 LF 8" PVC n SEWER SERVICE ® 7.0% I I I I I I I I as I 1z"w � 7. INSTALL 4" SEWER SERVICE AT IE 2629.63. SEE xcA / SEWER SERVICE ® 2.0% �� L2 16S IE 2628.54 PLUMBING FOR CONTINUATION OF SEWER SERVICES / -- y 7 LF 4" PVC IE 2630.04 0 � °° WITHIN BUILDING. ;n H SEWER SERVICE ® 1.0% L - J I I a � °o r N 'SD 12-SD 12"sD s °s s 9 LF 8" PVC s 8. INSTALL 8" SEWER SERVICE AT IE 2629.67. SEE s \ moo °s 6S s �O ° soca s"sD s s"SD° °8"SDI 8"SD ° 10 LF 8" PVC ° PLUMBING FOR CONTINUATION OF SEWER SERVICES x� ° s 1 SEWER SERVICE 15% SEWER SERVICE @ 15% s 29' EXISTING CITY OF MERIDIAN ° WITHIN BUILDING. 22S 21S CROSS ACCESS, WATER, AND � r s = a SEWER MAIN EASEMENT 9. CONNECT TO EXISTING 8" SEWER MAIN AND INSTALL 12 LF 4" PVC 29S 4S SEWER MANHOLE PER ISPWC SD-501. CONTRACTOR - - \ I TO VERIFY SEWER MAIN SIZE, LOCATION, AND INVERT 'Co \� p b SEWER SERVICE 2.0% m ^' ELEVATION PRIOR TO ANY CONSTRUCTION. \ I H I I fl a ° SEWER MAIN RIM = 2633.95 P/ 29S 8S 7S 29S N EXISTING 8" EXISTING 8" IE (W) = 2621.98 \ ° ® ® ° o Q PROPOSED 8" IE E) = 2622.08 PROPOSED 8" IE �SE) = 2622.08 r ° ° 10. INSTALL 4" SEWER SERVICE AT IE 2633.07. SEE PLUMBING FOR CONTINUATION OF SEWER SERVICES °a ° \� o -� ° WITHIN BUILDING. „s Ln a 11. MAINTAIN 18" VERTICAL SEPARATION BETWEEN POTABLE/NON-POTABLE MAINS/SERVICES PER CITY 1 - 1 OF MERIDIAN AND DEQ STANDARS. CONTRACTOR TO \ ° INSTALL VERTICAL BENDS IN WATER MAIN/SERVICE IF NECESSARY. 3 ° 1 n 4 ICA x ` 6 I s 12. NOT USED. s EXISTING SSMH I \ EpSEMEN� �- N ° F-' 13. INSTALL 1500 GALLON GREASE INTERCEPTOR. SEE RIM (W) = 2634.84 RIM = 2633.40 ACHO PERM I e � I I PLUMBING FOR FINAL SIZING AND DETAIL. IE (S) = 2620.95 - � °� N s° °s ' s ° 45 LF 8" PVC ° RIM (E) = 2634.90 IE (NW) = 2620.85 �, ° I SEWER SERVICE @ 2.55% IE IN = 2630.14 s IE 2625.70 16S � I I N N 1 S I SEWER MAIN IE OUT = 2629.81 0 14. INSTALL 4" SEWER SERVICE AT IE 2630.32. SEE I L PLUMBING FOR CONTINUATION OF SEWER SERVICES � zi ° 1°° I x� s I 1, s�co s"s 8"s S "s s"s s"s a„s a„s_ WITHIN BUILDING. � s° ° ( EXISTING SSMH 15. INSTALL 8" SEWER SERVICE AT IE 2630.54. SEE z I a .y 2635.78 PLUMBING FOR CONTINUATION OF SEWER SERVICES Q d ® S°° °° I IE (N) = 2624.44 WITHIN BUILDING. (/') Q N aso 49 LF 8" PVC IE (E) = 2624.54 SEWER SERVICE _® 2.55% -0 16. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC z SD-506A. W L u N N _ z IE 2626.95 16S a I 17. INSTALL 4" CLEAN-OUT. s Q � 18. UTILITY CROSSING F Q 8" STORM IE = 2633.90 J EXISTING I SS�H� { I p P N 8" SEWER IE = 2632.17 Q RIM = 2633.11 n ° 61 LF 4" PVC IE (N) = 2621.23_ � ° 19. UTILITY CROSSING < W 00 � I` , ° SEWER SERVICE ® 6.0% x y 15" STORM IE = 2628.62 IE (S) = 2621.33 s � I I t t° I 00 8" SEWER IE = 2627.58 V) W I ° nA IE 2629.39 17S 29S 10S s e ° ° .° • • S° I I N L ISH FLOOR s a 1° ° 20. UTILITY CROSSING Q S S S N a LU I V 2636.07 ° s 1° s° 12" STORM IE- 2629.05 (/� 4"s 4"S _ „� s 8" SEWER IE = 2626.27 EXISTING 8" SEWER MAIN Q �I 23S 4"sD " s ° -100 LF 8" PVC O o SEWER SERVICE 2.55% 21. UTILITY CROSSING I s"s "SD y 8"SD ° 4 SD "yD s» 4' D° , e, I 0 12" STORM IE = 2628.06 U W _ ° °1 ° 4" SEWER IE = 2629.45 W N'00s 15-SD 15"SD 15"SD 15"SD 15"SD 15"SD- ®® DC _ T° ° s° d kn s 22. UTILITY CROSSING I ° o o { 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD- ®® I � 800 2" STORM T RMIEE= 2629.498 N I ° s d FINISH FLOOR ° N U s ° ELEV:2636.13 ®® sm ~ UJ 54 LF 4"° PVC ° ®® 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD I 00 DC I - N 23. UTILITY CROSSING I° s ° f............... ........ . ...� 19 ss 8" STORM IE = 2631.04 y� SEWER SERVICE ® 4.6% � - Z I I / 4" SEWER IE = 2628.79 3 Y ~ a o N a L - - s ° /g sD a ° a -I 24. NOT USED. IE 2629.50 16S a . 7v a"w s�w s'�v : 16S IE 26Ib26.91 '�° ° 4'sD ° ° "sD n fi , ° a s ° 410 I I nFkAn Awn RFKAnVF I 1 3 : 4 ` I[, -'I 1° ° ° ° ° I I_ ° I I. HFI ssco ° I 25. UTILITY" TORM CROSSING= 2631.03 8" SEWER IE = 2628.50 26. UTILITY CROSSING 12" STORM IE = 2631.06 4" SEWER IE = 2628.32 MATCH LINE - SEE SHEET C3 . 1 27. CONTRACTOR TO ENSURE CLEAN-OUT IS PLACED OUTSIDE OF HARDSCAPE. Q28. CONTRACTOR TO ENSURE CLEAN-OUT IS PLACED 4 OUTSIDE OF GUTTER PAN. 29. CONTRACTOR TO VERIFY INVERT ELEVATION AND LOCATION WITH PLUMBING PLANS PRIOR TO ANY CONSTRUCTION. E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C3.0 ��SSZONAL Quo 4��I S TE,p�y� N 11 � ,e� 0 F 1 LY KEG 04/27/2023 0 30 60 90 Plan/Profile Scale: 1" = 30' N N N N W O O O O Q 1 MATCH LINE - SEE SHEET C3 .0 SEWER KEYNOTESLn #S 1. CORE DRILL MANHOLE AND INSTALL KOR-N-SEAL z BOOT TO PROVIDE WATER TIGHT SEAL. CONTRACTOR o L TO RE-CHANNEL MANHOLE. CONTRACTOR TO VERIFY > uj SEWER MAIN SIZE, LOCATION, AND INVERT ELEVATION PRIOR TO ANY CONSTRUCTION. o EXISTING 8" IE IN (E)= 2624.54 z_ Ln °' I I o �° _ ®® I - I s EXISTING 8" IE OUT (N)=-2624.44 z o - - 1 SD 15 SD 15"SD 15"SD 15"SD Lu �° • lir ° PROPOSED 8" IE IN (W) = 2624.54 N w ' d ®® - z H W 3 ° 1 f s ,r ®® 15"sD 15"sD 15"sD 15"sD 15"sD 15"sD I � 2. INSTALL 8" SEWER SERVICE AT IE 2632.63. SEE O ~ z o 11 ° I ° o s ®® 15"SD 15"SD 15"SD 15"SD 15-SD 15"SD ®® s PLUMBING PLAN FOR CONTINUATION OF SERVICES - o w 0 0 54 LF 4" PVCun - I N ¢ 2 ? u SEWER SERVICE ® 4.6% ° N WITHIN BUILDING. { Lu N N a S W H � o n °0 3. CONNECT TO EXISTING 8" SEWER MAIN AND INSTALL � W o w o N 3 I ,ogoe L - - o • so cv I I ;O SEWER MANHOLE PER ISPWC SD-501. CONTRACTOR = o F- ".".". 9 IE 2629.50 16S g ¢ I o I °s • s / �o ° TO VERIFY SEWER MAIN SIZE, LOCATION, AND INVERT p ¢ N s e ELEVATION PRIOR TO ANY CONSTRUCTION. 'lv a"w � 8tw $� : � I 16S IE 2626.91^ • ° 4"SD ° -�1.`SD � � - } o w° �� '� ° ° ° s s , N RIM 2633.92 z Lu DEMO AND REMOVE 13 I 1 1 s s • EXISTING 8" IE (E/W) = 2622.78 Vo 0 LF 8" SEWER SERVICE - rn J s PROPOSED 8" IE IN (S) = 2622.88 � ¢ W AND CLEAN-OUT ® ° : ° ° s°° o „� I 4. INSTALL 8" SEWER SERVICE AT IE 2631.39. SEE z EXISTING 8" SEWER SERVICE I I ° " I .y s m x x °0 -100 LF 8" PVC PLUMBING PLAN FOR CONTINUATION OF SERVICES a _s ° SEWER SERVICE @ 2.35% WITHIN BUILDING. W 9S 1 1 S _ 54 LF 4" PVC _ 1_ V) II I I I SEWER SERVICE ® 4.6% EXISTING SSMH I FINISH FLOOR w, I 5. CONNECT TO EXISTING 8" SEWER MAIN AND INSTALL S 8'S 8' +8"S O N m a RIM = 2633.67 N N I Is 4 ELEV:2636.13 a �, � SEWER MANHOLE PER ISPWC SD-501. CONTRACTOR z IE (N) = 2621.67 ' 1 s ,0,, ELEVATION PRIOR TO ANY CONSTRUCTION. 21 LF 8" PVC _ _ _ _ TO VERIFY SEWER MAIN SIZE, LOCATION, AND INVERT IE (S) = 2621.77 SEWER SERVICE @ 7.24% ° ° 16S IE 2624.43 ° s I s RIM = 2632.30 2"So I °� s EXISTING 8" IE (E/W) = 2621.46 NIE 2623.60 17S 51 LF 4" PVC PROPOSED 8" IE IN (S) - 2621.56 EXISTING SDMH ° SEWER SERVICE ® 4.6% s ° ° °� I 27S o s° s s °° s s s s s r s ° °D 6. INSTALL 1500 GALLON GREASE INTERCEPTOR. SEE RIM = 2634.11 ° N PLUMBING FOR FINAL SIZING AND DETAIL. RIM N) = 2634.38 IE (W) = 2629.24 I ° • _ RIM S = 2634.38 30 5 50 LF 8" PVC ° 10 LF 4" PVC ) 50 IE (N) = 2:30:25 Q SEWER SERVICE ® 7.1% SEWER SERVICE @ 24.9% � � IE IN = 2629.39 h 29S 2S I 2631.85 16S ° J IE OUT = 2629.06 N I I 26S ,N 13S ° 7. INSTALL 4" SEWER SERVICE AT IE 2629.63. SEE Q I 1 14S 29S r° s N PLUMBING FOR CONTINUATION OF SEWER SERVICES 4" IE 2627,32 s s 8"S I I ;O- WITHIN BUILDING. 1 8 ssco " IE 2627.15 ° ° 9 LF 4" PVC ® ® F 1 1 U I SEWER SERVICE 2.0% Go 8. INSTALL 8" SEWER SERVICE AT IE 2629.67. SEE 0 39 LF 8" PVC' ° 0 1 I PLUMBING FOR CONTINUATION OF SEWER SERVICES SEWER SERVICE ® 2.0%, 18S I i 1 I WITHIN BUILDING. 13 LF 8" PVC ° °° I SEWER SERVICE ® 7.9% 15S 29S ° 11 z S, I I I / P s F I 9. CONNECT TO EXISTING 8" SEWER MAIN AND INSTALL 3 IE 2628.17 16S • I 1 I I SEWER MANHOLE PER ISPWC SD-501. CONTRACTOR EXISTING 8" SEWER MAIN aD N N to 28S 25S 29 LF 8" PVC I TO VERIFY SEWER MAIN SIZE, LOCATION, AND INVERT SEWER SERVICE @ 8.2% s ° 0 1 o ELEVATION PRIOR TO ANY CONSTRUCTION. z I I RIM = 2633.95 <I 1 I I EXISTING 8' IE (W) = 2621.98 13 I PROPOSED 8" IE E) = 2622.08 00 N N i I I 1 ,Q 0 PROPOSED 8" IE �SE) = 2622.08 12"sD 12'sD I I " N I i I i co 10. INSTALL 4" SEWER SERVICE AT IE 2633.07. SEE PLUMBING FOR CONTINUATION OF SEWER SERVICES - - c I I I I WITHIN BUILDING. IIIN I I N 29' EXISTING CITY OF MERIDIAN I I 11. MAINTAIN 18" VERTICAL SEPARATION BETWEEN CROSS ACCESS, WATER, AND POTABLE/NON-POTABLE MAINS/SERVICES PER CITY ACHD PERM. EASEMENT s° SEWER MAIN EASEMENT I I OF MERIDIAN AND DEQ STANDARS. CONTRACTOR TO -+ o s I I I ° I 1 I s° INSTALL VERTICAL BENDS IN WATER MAIN/SERVICE IF I I I I IRR I NECESSARY. I 12. NOT USED. 13. INSTALL 1500 GALLON GREASE INTERCEPTOR. SEE PLUMBING FOR FINAL SIZING AND DETAIL. °I 0 1 I I 11 RIM RIM � ) = 2634.90 N ° N o I I 11 IE IN = 2630.14 y , P P P 1 I I ° u 1 o I I l id� IE OUT = 2629.81 1 1 14. INSTALL 4" SEWER SERVICE AT IE 2630.32. SEE 12"w 12 12"w 12"w I I I tO I I 1 PLUMBING FOR CONTINUATION OF SEWER SERVICES - ° s ° I 1 i s WITHIN BUILDING. z I a I I 15. INSTALL 8" SEWER SERVICE AT IE 2630.54. SEE s, I I I 1 I ° ' PLUMBING FOR CONTINUATION OF SEWER SERVICES Q I 8s I 1 1 1 ° -x- WITHIN BUILDING. Ln Q 3 �� - - - I S N 1 ° ° 1 16. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC z ° a N s s s° s s s"14 I I SD-506A. w _ N I W 17. INSTALL 4" CLEAN-OUT. 5 z ° 1 L 18. UTILITY CROSSING Q I 8" STORM IE = 2633.90 J -7 t5"SD " 8" SEWER IE = 2632.17 Q Q 1 °° � 12"SD 12"SD 12"SD 12"SD 12"SD 15"SD 15"SD 15"SD 15"SD ®® 15"SD 15"SD 15"SD 15"SD 15"SD -15"SD � I w 19. UTILITY CROSSING ®® 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD s° w w 15" STORM IE = 2628.62 Q W d/ r 3 \\ w ° I I ( 8" SEWER IE = 2627.58 (/) N � ®® 15"SD 15"SD 15"SD 15"SD 15"SD 1^° I I I � Q (n \ Q s 11 (n � 20. UTILITY CROSSING Q w \� w I 1 0 _ 12" STORM IE = 2629.05 1 1 v 8" SEWER IE = 2626.27 O O V) 3 \ w '04 Si sI sI SI sr SI i° LU A I I n Qz 21. UTILITY CROSSING e � 12" STORM IE = 2628.06 U W _ _ _ \ - - - - 4" SEWER IE = 2629.45 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI- -24"GI 24"GI 24"GI�IR 24"GI - - 24"GI - 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 1 IR I 1 ° j • ° S ° S • 1 Q d • ° 1 ° 1 ° 1 ° °1 ° ° ° ° ° ° °S <• ° ° ° ° ° ° S IR 4"GI 22. UTILITY CROSSING z 3 � t - - - - - - -� � - - - - - - - - - - - � � � - - - - - - - - - -°.1 - � - ° - 1°° ° • 1 s I 12" STORM IE = 2627.98 d d N - - - - - - - - - - - - _ - _ "I 1 ° s ° 8" SEWER IE = 2629.49 d - - - P ParP p p - - m 23. UTILITY CROSSING - �� � 8" STORM IE = 2631.04 caa cti ��=-cll.- -r1Vv��EG-- - - 2 GI EP EP EP EP EP EP EP EP EP EP EP EP - ��G��= P TO p 9. 4" SEWER IE = 2628.79 Ep G G 11 N G G GN G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EP--EG-EG�F� 24. NOT USED. G G G G G G G G G G�EP G G EP G G G I EP 25. UTILITY CROSSING 12" STORM IE = 2631.03 8" SEWER IE = 2628.50 E. FAIRVIEW AVE. 26. UTILITY CROSSING 12" STORM IE = 2631.06 4" SEWER IE = 2628.32 27. CONTRACTOR TO ENSURE CLEAN-OUT IS PLACED OUTSIDE OF HARDSCAPE. Q28. CONTRACTOR TO ENSURE CLEAN-OUT IS PLACED 4 OUTSIDE OF GUTTER PAN. 29. CONTRACTOR TO VERIFY INVERT ELEVATION AND LOCATION WITH PLUMBING PLANS PRIOR TO ANY CONSTRUCTION. E N G I N E E RI N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C3. 1 ��SSZONAL Quo 4��I S TE,p�y� ,e� 0 F 1 LY KEG 04/27/2023 0 30 60 90 Plan/Profile Scale: 1" = 30' N N N N W O O O O Q 1 O O N I� WATER KEYNOTESLn #W 1. REMOVE TEMPORARY BLOW-OFF AND CONNECT TO z EXISTING 8" PVC WATER MAIN. CONTRACTOR TO o VERIFY LOCATION AND SIZE OF EXISTING WATER MAIN > PRIOR TO CONSTRUCTION. cc\d Pp / _ _ _ _ _ _ _ _ INSTALL N T — — — — T — G — — — 1 - 8" TEE z —P- T T T T T T T T T T T�—T—�T P P T P T P T P T P T T -P —P -p— -p— �— �— P P P P P T T T T 1 - 8" GATE VALVE Ln z -�G - G G G G G G VA VESG()TER /G G G G � G G G G G _ G G G G G G G-G G G P P P N Ld = 2 1 - THRUST BLOCKING N 2. INSTALL 6" WATER METER PER CITY OF MERIDIAN zp o z z o 0 W O 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 2"W 12"W 1 12"W 12"W 12"W 12"W 1: V 12"W 12"W 12"W 12"W 12"W 12"w 12"w 12"w 12"w 12" 12"w 12"w STANDARD DRAWING W16. N <1 p EXISTING 12" WATER MAIN g N W E. ELDEN GRAY ST. 3. INSTALL w F o 0 EXISTING 8' WATER MAIN ( o_ 1 - 6" 90° ELL W o w 0 a"s 8"S a"s 8"s a"s a"s " a"s " 1 - THRUST BLOCKING 2 � a � "s a"s $°s s"s $°s s"s $°s— so-a"s o"s a"s $"s s s"s s"s s s s"s s"s $"s s"s $"s $"s s" s = c� ° a 2 c N 4. INSTALL �' D _ _ _ _ 1 — 8" 45° ELL w 03 1 — THRUST BLOCKING o 0 e 41 1 ° 5. SEE PLUMBING FOR CONTINUATION OF WATER SERVICE W — — — — — — — — — — — — — — — — — — — — — — — WITHIN BUILDING AND BACKFLOW PREVENTION.10 z— — — — — — — — — — — — — — — — — — — — s° ICA 5 ° 4 SDp s — I 10 y .• 6. SEE FIRE PREVENTION PLANS FOR CONTINUATION OF ui / e I 24 L C900 So 3W ° ° s ' ° ° m- FIRE SERVICE WITHIN BUILDING AND BACKFLOW p FIRELINE . I � PREVENTION. o N a 20 LF 6" C900 FIRE LINE . M o I 7. INSTALL Z \ ,C4 • ° / N SSW I W CD I 2S0 1 — 6" 45° ELL 3W I ,?9 1 - THRUST BLOCKING SID r 8. INSTALL ICAe / a 56 LF 6" C900 - - 16W P 1 - 8" TEE NFIRE LINE I I I I 15"SD 15"SD 15 15"SD 1 "SD �15" D 15"S 15"SD 15"SD ' e I 12"w— � 1 — 8"x6" REDUCER `w C 1 — 8" 11.25° ELL / U N 20' PROPOSED CITY OF ( 1 — 8" GATE VALVE MERIDIAN WATER EASEMENT — e e I 1 — 6" GATE VALVE < < 00 _ 1 - THRUST BLOCKING 9DCo ' D• 12"SD 12"SD s s s s ° S 1 s 1 ° 1 ° s ° soco • s° 8"SD s 8"SD° ° 8"SD��8"SO- s° A • ° ° s a 1 ° ° ro °w o 1 s 9. INSTALL C 1 - 8" 11.25° ELL e e g°f7 �' 1 - ° THRUST BLOCKING A I � • � 10. CONNECT TO EXISTING 8" PVC WATER MAIN. n \` \ 0 6 ° CONTRACTOR TO VERIFY LOCATION AND SIZE OF Z EXISTING WATER MAIN PRIOR TO CONSTRUCTION. r \ O w I INSTALL U) 1 - 8"x6" REDUCER ° ®'COw 1 - 6" GATE VALVE p ° ° \\ ® ° o c)Of 1 - THRUST BLOCKING e ` n Q W N 4' 0 � WATER MAIN EXISTING " 11. NOT USED. „s \ a s ° o Z \ a o -C I � ° 12. NOT USED. \ m o w I N 13. INSTALL s N 1 - 12"x6" STAINLESS STEEL "HOT TAP" SADDLE \ 1 — N 16 18Y 1 - 6" GATE VALVE 1 - THRUST BLOCKING ° 1 13 CONTRACTOR TO VERIFY LOCATION AND SIZE OF ~ I � �' & I s EXISTING WATER MAIN PRIOR TO CONSTRUCTION. a S \ aCC= e • FRO 14. NOT USED. ' P • EASEMENT I ACHD I I _ 15. INSTALL \� 1 _ 12" 90° ELL 29 LF 6 C900 1 12"x6" REDUCER s ` I °D N FIRE LINE 1 - 6" GATE VALVE s n I I I 1 - THRUST BLOCKING ~ N I00 L I 16. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN 8S 8 SSW 8"s 8"S S "s 8"s "s STANDARD DRAWING W8 AND W9. � 17. SECONDARY IRRIGATION POINT OF CONNECTION - SEE LANDSCAPE FOR BACKFLOW PREVENTION. 00 ® 1°° ash I s° 18. MAINTAIN 18" VERTICAL SEPARATION BETWEEN r POTABLE/NON-POTABLE MAINS/SERVICES PER CITY OF — ~ a 1 29' EXISTING CITY OF MERIDIAN ° , ^' �O BENDSMERIDIN AND DEQ STANDARDS.N WATER MAIN/SERVICE IFSTALL AL NECESSARY. z \ I CROSS ACCESS, WATER, AND Q \ I SEE DETAIL A SHEET C4.2 ° s SEWER MAIN EASEMENT 4 I — 0 � 1 I en SSCO N °� N � ° � z w a -co w � Z F1 n n c Q s ° N I I N S° s e I , , FINISH FLOOR t, s ° s ° ° a 1 s ° s e1 a � I e •E ELEV:2636.07 s e1 ° se ,1 I s Q o Ln 4"SD S 00LI- 8"S "SD y 4"$D 4"�D° 1 e 4 D, • Q ~ `row I I — I° ° i ° °s ° A° y• ° ° e °• s o sooa a LQ 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD ®® N s Q S ° F1�1 to"cn _ I 00 I AtlfDs O Lu S oc A I w z I I° U41 F............... Z S 1 a N N I 00000e L SSW ° ,. a"w r l -8w : : i °1 ° - 4"SD MATCH LINE - SEE SHEET C4. 1 ro 8'Iw �� ° ° ° m jn II' x` I .y ° 1 ° ° x 00 I C7 a I — I N $' N $"$N� -g S Is 4"s n SSW a0 p "a 1 FINISH FLOOR ~ I I , • 4, ELEV:2636.13 00 d � Cn I N ° d ° S ° 1 ° -� N ° I ° 4 I c�a 00 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C4.0 ��SSZONAL Quo 4��I S TE,p�y� ,e� 0 F 1 LY KEG 04/27/2023 0 30 60 90 Plan/Profile Scale: 1" = 30' N N N N W O O O O Q 1 MATCH LINE - SEE SHEET C4.0 WATER KEYNOTESLn #W p 1. REMOVE TEMPORARY BLOW-OFF AND CONNECT TO z EXISTING 8" PVC WATER MAIN. CONTRACTOR TO 0 L VERIFY LOCATION AND SIZE OF EXISTING WATER MAIN > ui PRIOR TO CONSTRUCTION. INSTALL o --- �.�. 1 - 8" TEE z kn 1 - 8" GATE VALVE 2 z 1 - THRUST BLOCKING s w 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD ®® I N = z a s ®® 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD ®® s 2. INSTALL 6" WATER METER PER CITY OF MERIDIAN p 0 z Ln z O N STANDARD DRAWING W16. — p w O U ® _ N z p .� a s /eS cn a s u Q 0 u °0 3. INSTALL Lu F O z a g 50 cv ° ;O 1 - 6" 90° ELL - w p w 0 o a 1 - THRUST BLOCKING 2 = 0 � gtSD e ° 5 ° °13 O Q a 4. INSTALL 8" 45° ELL z D z 1 - THRUST BLOCKING o 0 a 10 a n 5. SEE PLUMBING FOR CONTINUATION OF WATER SERVICE W s °D N � WITHIN BUILDING AND BACKFLOW PREVENTION. z N FINISH FLOOR 6. SEE FIRE PREVENTION PLANS FOR CONTINUATION OF Lu m 29' EXISTING CITY OF MERIDIAN FIRE SERVICE WITHIN BUILDING AND BACKFLOW ELEV:2636.13 o CROSS ACCESS, WATER, AND PREVENTION. — — — SEWER MAIN EASEMENT I 7. INSTALL Z N m a 8 I 1 - 6" 45° ELL m 1 - THRUST BLOCKING � ® 8. INSTALL z d s 1 8" TEE Au 1 - 8"x6" REDUCER e e 1 - 8" 11.25° ELL 1 - 8" GATE VALVE n J I 1 - 6" GATE VALVE b 00 b 0 I EXISTING WATER VALVES, FIRE 1 - THRUST BLOCKING N I I LINE, AND FIRE HYDRANT a °N Se S 1 15 N s s 8"S 9. INSTALL ° � 1 - 8" 1 1.25° ELL Q 3 I d a ® ® - - I I ,O 1 - THRUST BLOCKING »o �II I 10. CONNECT TO EXISTING 8" PVC WATER MAIN. 0 12"W I CONTRACTOR TO VERIFY LOCATION AND SIZE OF INSTALL a N Ln I I z o I I EXISTING WATER MAIN PRIOR TO CONSTRUCTION. , � I � I° � o 91 I � � I 1 - 8"x6" REDUCER 0 I O � I a �' DEMO AND REMOVE EXISTING I r I 1 - 6" GATE VALVE U N I I ° TEMPORARY BLOW-OFF AND 11 LF �, I I tO EXISTING 12" 1 - THRUST BLOCKING Lu I, OF EXISTING 12" WATER MAIN o I I WAi ER MAIN o 11. NOT USED. °° 3 I f b I I I I I 12. NOT USED. =C1 12"SD 12iSID I I e l ` - p° I I I I I 13. INSTALL a ° I 1 - 12"x6" STAINLESS STEEL "HOT TAP" SADDLE 159 LF 6" - ACHD PERM. EASEMENT I I C900 I ° 1 - 6" GATE VALVE ° I I 1 - THRUST BLOCKING FIRE LINE G G c3 ° o g ° I I I I CONTRACTOR TO VERIFY LOCATION AND SIZE OF I EXISTING WATER MAIN PRIOR TO CONSTRUCTION. E Eo A l i I I 14. NOT USED. S, a a l I I I I 15. INSTALL ° I o 20' PROPOSEDS CITY OF I � 1 - 12" 90° ELL N MERIDIAN WATER EASEMENT I 1 - 12"x6" REDUCER a° I z s I 1 - 6" GATE VALVE I oWw b I I I I II 1 - THRUST BLOCKING EXISTING WATER I < I ° I I II 16. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8 AND W9. VALVES (2) _3 I 0 w 0. I N I ° °I W ~ � ° I ° I I II 17. SECONDARY IRRIGATION POINT OF CONNECTION - SEE P P P I I o � I I ° I LANDSCAPE FOR BACKFLOW PREVENTION. I 18. MAINTAIN 18" VERTICAL SEPARATION BETWEEN 12"w 12' 12"w 2°w I I o -(12 6) I I I POTABLE/NON-POTABLE MAINS SERVICES PER CITY OF — I OW N I s I I I I MERIDIAN AND DEQ STANDARDS. INSTALL VERTICAL � EXISTING WATER MAIN I `~ N , 12' C900BENDS IN WATER MAIN/SERVICE IF NECESSARY. z S° I I � I II Q � 16W D�p 16W — — — I I I s ' �—x 3W 13W Ln 0 N • a�, e • ° 6= a I` 1b w 5 w 19 LF 6" C900 I J, 1 o a s 1 I I I 1 Q FIRE LINE 1 I 12"SD 12"SD 12"SD 12"SD 12"SD 15"SD 15"SD 15"SD 15"SD ®® 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15 S �j � Q \ ` z ®® 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 28 LF 6" c900 FIRE LINE � °a a°I I S I I '®® 15"SD 15"SD 15"SD 15"SD 15"SD Lu<1 Ln Q EXISTING 12" C900 - - I ° I L3 = WATER MAIN ' 3 w I I CC o IHI LLLJJJ I I ro, U N U SI SI S1 SI I IR I I � — — — — — — w SI SI _ 24"GI _ 24"GI 24"GI _ 24"GI 24"GI 24"GI 24"GI—0—24"GI 24"GI 24"GI SIR 24"GI 24"GI 24"GI 2— 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI IR I w - - - -°—Sa Q—a - -1° -1 a 1 a ° - - -° —a1° —Qa - - - - -a - —1°- - - I - - - -a _ - - - —°f — — — — — — — — — — 1 — — — — — — — — — — s — — ° s°< ��° IR 4"GI ° 1..1— ° � -� � s` °s a s I z 3 _ _ _ _ o d P Par PN P P E EP— ,� ��^ D _ _ I 24r'GI rn EP EP EP EP EP EP EP EP EP EP EP EP u EG -���G � P G G N G G G� G G G G G G G G G G G G G G G G G G G G EP EG TO G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EP —EG—EG—F� G G G G G G G l`�c E�, G G G G C G G EP EP= G G G EP 3 E. FAI RVI EW AVE. I I I E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C4. 1 ��SSZONAL Quo 4��I S TE,p�y� ,e� 0 F 1 LY KEG 04/27/2023 0 10 20 30 Plan/Profile Scale: 1" = 10' "'N N N N W O O O O Q 1 O O N I� WATER KEYNOTES #W Ln 1. REMOVE TEMPORARY BLOW-OFF AND CONNECT TO z EXISTING 8" PVC WATER MAIN. CONTRACTOR TO 0 VERIFY LOCATION AND SIZE OF EXISTING WATER MAIN > ui PRIOR TO CONSTRUCTION. INSTALL o a 1 - 8" TEE z ,, 1 - 8" GATE VALVE z 1 - THRUST BLOCKING N wui Ln x N I N 2. INSTALL 6" WATER METER PER CITY OF MERIDIAN zp o z z o C14a I STANDARD DRAWING W16. N z g o I a 3. INSTALL w 0 o a a I I 1 - 6" 90° ELL oC - W o w 0 a a a 1 - THRUST BLOCKING u 0 4 I II I in N 6W 5W 0 a a 4. INSTALL u o I I 1 - 8" 45° ELL z ui a4 a 1 - THRUST BLOCKING o 0 I °4 4 4 / Q cn I I I 4 ° J 5. SEE PLUMBING FOR CONTINUATION OF WATER SERVICE N 00 10 MIN. 4 a a WITHIN BUILDING AND BACKFLOW PREVENTION. z ° (11.48') 4 4 n ° a m° �4 6. SEE FIRE PREVENTION PLANS FOR CONTINUATION OF W 4 I ° 4 Q FIRE SERVICE WITHIN BUILDING AND BACKFLOW N I I II PREVENTION. Z ­q N M a 00 I I ° II 38 LF 8" C900 39 LF 6" C900 C 7. INSTALL FIRE SERVICE WATER SERVICE a I I 1 - THRUST BLOCKING N I iI rs 8. INSTALL 00 I N I I .0) 1 - 8" TEE ° I I o� - 8"x6" REDUCER N 18W otO N o N I II I 4 1 - 8" 11.25° ELL 0000 1 - 8" GATE VALVE 0000 00 SD 8 U "s sD 8SD 8SD 8SD 1 - THRUST BLOCK ING I 8S[ I4 I 9. INSTALL I 1 - 8" 11.25° ELL 1 - THRUST BLOCKING 00 I J I `* 10. CONNECT TO EXISTING 8" PVC WATER MAIN. 4W CONTRACTOR TO VERIFY LOCATION AND SIZE OF u N EXISTING 12" I I fO 7W INSTALL EXISTING WATER MAIN PRIOR TO CONSTRUCTION. C900 WATER MAIN I 4 a I 33 LF 8" C900 ,Cl) 1 - 8"x6" REDUCER 00 �I I FIRE SERVICE `" 1 - 6" GATE VALVE 1 - THRUST BLOCKING u N I 4 ° I 6 11. NOT USED. 10 1 / y 12. NOT USED. N � I II I I 0 6 13. - 12"x6" STAINLESS STEEL "HOT TAP" SADDLE �� - - � I 4 I � INSTALL � � a� 1 — 6" GATE VALVE N o I I I I 6 I lb I 30 LF 6' C900 1 - THRUST BLOCKING _00WATER SERVICE CONTRACTOR TO VERIFY LOCATION AND SIZE OF I 4W I EXISTING WATER MAIN PRIOR TO CONSTRUCTION. 15 LF 8" C900 IQ 7WFIRE SERVICE 00 6 I a 14. NOT OT USED.ED. o I I o 15. INSTALL0O I REMOVE EXISTING I TEMPORARY < 1 - 12" 90° ELL BLOW-OFF I 0 0 I 1 - 12"x6" REDUCER 1 - 6" GATE VALVE — — — — —I 0000 2W L — — — — — — — — ssco 1 - THRUST BLOCKING EXISTING WATER VALVES (3) EXISTING 8" C900'000 0000 o WATER MAIN 000 000 I 16. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN V W V 8W STANDARD DRAWING W8 AND W9. 3 I I o I 17. SECONDARY IRRIGATION POINT OF CONNECTION - SEE _ I LANDSCAPE FOR BACKFLOW PREVENTION. 8.1w I 8,.w �°vv s'w 8"I —�—_s°w $ ° 1a < < < WV I ,� A "w 8"w "w "w s"w s"w 18. MAINTAIN 18" VERTICAL SEPARATION BETWEEN POTABLE/NON-POTABLE MAINS/SERVICES PER CITY OF EXISTING 8" C900 I I a < < G I MERIDIAN AND DEQ STANDARDS. INSTALL VERTICAL BENDS IN WATER MAIN/SERVICE IF NECESSARY. z cn WATER MAIN 00 N Q 18 LF 8" C900 16W Ln WATER MAIN I o I - — — — — —I - - ° �, r — - - — �I� z � 3 DC I I 0 z I M11 I I 16 LF 6" C900 °D 2W FIRE LINE LuN a Qo = z 0 � I 6 4 17w I Q Q CL N I Ifif L z I a Uf oW I I 40 — I QL H EXISTING'12" I 44 Q N N C900 WATER MAIN I I o I I I I 18W ` 18W ° 0 U S I 8"S 8" 8"S 8" 8"S ° I U w S ---�—8"S 8"$ I 8"S 8" 4"S 4"S 4"S 4"S 4"S 4 4"S w N I N i I a 12 ssco z �' s 57 LF 6" C900 Q '00 �� 67 LF 8" C900 WATER SERVICE FIRE SERVICE m ° I\ °° C I I O � —12" D 12"SD I 12"SD 1D12"S a I F I ° I S S D � I 10' MIN. 4 00� (10.6') N N ° 4 2 LF 8" C900 4 ° � I I 4 a 4 9W FIRE SERVICE a o ° N I I o I N 4 00 I I I a 6W 7 4 a 6"w N 3W 5W - 00 a 12 LF 6" C900 3 I I o WATER SERVICE 1 N IN N - Go aDID a - I a I I �° 4 DETAIL A 1"=10, E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C4.2 SHEET NOTES LEGEND Q ZONAL 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT UNLESS NOTED AS FOLLOWS: �14 29 FINISH GRADE ELEVATION 4�° 4��ISTER�� RIM = RIM OF STRUCTURE 34.73 34.76 34.40 34.49 TA = TOP OF ASPHALT 1.5% FINISH GRADE SLOPE q 1 MA/TBC MA/TBC MA/TBC MA/TBC 34.51 CON = TOP OF CONCRETE nI 1 1 34.89 MA MA = MATCH EXISTING 1.5� EXISTING GRADE SLOPE SW 34.49 FL = FLOW LINE OF MA 2635 �- GB = GRADE BREAK FINISH GRADE CONTOUR LY KEI SW = TOP OF SIDEWALK 7) FF = FINISH FLOOR 2635- - - - - EXISTING GRADE CONTOUR 04/27/2023 9 FG = FINISHED GRADE u? 7.2% � ~ TBC = TOP BACK OF CURB FLOWLINE 35.02 34.96 �f _y �}�O 34.58 .02 SW Q >>� MA TRANS = CURB TYPE TRANSITION /dB34.46 �� GRADE BREAK 35.01 34.57 TP = TOP OF PAVERS 7� rn � MA SAND = TOP OF SAND WINDOW SW GB �• ^ �9 0 20 40 60 / a� 34.95 GR = TOP OF GRAVEL h 0.7 0 b� MA/TBC CROWN = CROWN OF ROAD „ _ m m m m �r � ��'� Plan/Profile Scale: 1 - 20 w o 0 0 0 1 35.00 F. N N N N 1cv ° SW f Q o 0 0 ,�-� N a �s SW 87 4% 35.03 N �' MA/TBC z 0 Q Q ° 34.94 35.10 N SW SW uj � N DETAIL A Lu z 1°=10' cn w _ Ln o z z o 0 w O vA za g o 2 "' O o a OC ~ z U w O w U U D -2634- o / V u z - WV WV U Lu 32.30 J RIM 3� 33.92 2634• ° a 32.36 �263 RIM N 32.MA MA E. E LD E N GRAY ST. 33 95� - 33.97 I o 32.43 32.01 32.02 4 MA MA ° 4 w S d d FG MA MA \ 2633 O �� ` N� O 32.75 ° ° 32.95 32.93 32.55 I b\I 32.57 40 MA/TBC 33.39 33.92 33.68 I I �263 34.35 ° FG 32.64 TBC MA l o M ry' MA/TBC 33.70 4- I Z `" m d �_ II cil 32.62 32.90 MA/TBC MA I I MA MA/TBC 34.89 SEE DETAIL A / 33.45 �32.5 32.60 � - - -� SW 1 TBC 33.14 32.76 � MA - _ MA =633 f - - /33.07 TBC _ SW 47 263� 34.35 - 34.93 32.96 ° ° ° 34.96 c�i SW 35.13 SW SW ° I ° ° ° d ° ° ° ° ° M ° f ° 1 ° ° ° ° ° d ° 1 0.5% ° ° ° d ° 1 �34. d O.F�% °° ° °CON FG 34.86 ° °� ° d d 35.13 p �111 � 1 ° 1d SW b\ o ° fQ 1 d °� ° CON 1 MA/TBC 32a54 2634 0.6% ° 0 0.6% o O f / 0.9% 3.09 33.16 0.6% 3 .66 33.7 0.9% 34 46 c1. 34 00 34.77 I o °° ° ° 3 .66 40% 32.35 32.22 32 62 0 4% RIM40 �� SW/T�/CON° 34.7 Mq I I 2 ° -2633- 32.34 � RIM 32.52 °4 f f^ coo} }� 34.62 N S"W 34.81 f f I I ° SW/TA/�ON 2 4.67 34.46 ;5% MA 4.65 ° 32.96 N 33.16 f N 32.72 32 81 I 32 68 32 84 34. 2 - 4' N sw TA M D®D 33.00 33.89 MA 0.4% 33.06 � 2633 3 .35 33.41 CON/ � 34.8 32.94 33.20 32.86 32.94 33.48 33.94 34.84 34.90 4 MA 3.38 33.38 \ � 32.90 ® RIM 33.53 \ 34. � � \ FG RIM GB ssco GB GB 33.88 P N 33. 3 33.36 34.00 34.05 $ 6' 34. 8 I 263 GB GB/TRANS 1° 41% ° MA/ \ °1° 34.54 2g ' N 1 ° � 34.30 $ 35.19 ` d�+ ° TBC r' w 3 GB Sq, 1.6% C4 I ���` ° UA 3 �� N ~ �°)° N SW/TA/CON MA TBC I 2633 S 65�` 34.33 > �° 33.78 33.96 34.03 34A8 34.93 � 34.58 wv\ `L _ ,n RIM / 34.40 34.44 ° CON/TA/GB `� Da ° 33.44 ^o'� �i 1 p% 33.95 RIM 1 \ ° 2634 34.13 34.17 I �j� 34.48 34.52 34.83 ° ry wv 1° d 33.31 / 1 TP �4.71 00 34.03 i� 729 °1 3.96 V I ° TP ssco 34.38 34.15 `ti •77 ° � IM J ° ° ° ° ° 33.40 �� 34.80 34.88 C� b\ b\ ° 33.36 33.37 33.34 TP ° SW SW/TA 34RIM RIM 263� CON/TA 34.2 / CON/TA SW/TA/CON 34.5 4V }M N a, / �1 }co 34.96 � '� 34 88 34.08 I ° I I MA/SW/TP TP 34.95 34 97 34.65 34 44 35.1 1 34 74 35.46 `0 34.27 , ao 35.02 SW/TA/CON SW 35.04 35 C N 34.44 0 34. 4 3 71 o SW O• CON/TA 1.4% 0.4% 34.91 I I ° sw / o � 34.39 d 1 X / �4t25 b� 1d ° b�1 35.34 1.2% 1.2gEx 33.24 ° 0 5 ° SW TA ° 0< 0.0% 1 ° ° ° ° d d d 2635 �� s ° 8gF 1 6%E SW 1 y N TP SW soco d 2635 35.10° .15 L` ' ` , soco ° ° a1 }�n ° 1 2%� ®° L` ° ° `�' 2635 ° ® ° 0.3% ° d , 35.21 `35. 4 ° 0.4% °" ° .56 co ° qFk w 0.4% SW 97 r °SW � °° ° CON 1`� 34.bd9 Ft ° °0. � ° d ° d ° I b ° ° f �- ° ° 2 °� �_ S 35 SW° SW 34.43 / o / 34.97 0 N U.01! ° ^ ° d 1.7� ° � d SW/CON f- soc ° 35.11 ° 34.94 134a94 s co � � ° 1° SW d SW ° ° 1b� 35.10 «» SW SW SW 35.67 35.75 ° 1 31 ° 33.20 IIIII� ° ° ° 40 SW/CON -35 0 o I� 35.11 GB l 34.75 FG f c FG } ° 1 3% 34.81 34.35 41% �° MA/SW/TP d II 4 ~ 35.10 SW CON 0'8% 34.60 34.48 0 7y; 35.31J 35.31 - o o ❑ 35.76 I 35.01 34.13 d II 33.13 34.85 1-8% SW/GB o 5 0 ° CON CON/�L FG CON CON 1•2% 34.39 FG 1.2% 35. 5 Eli SW ° 35.51 FL 2 y, 33.20 TP/SW SW NO CON/FL ° \ C N ° 1.8% SW 34.98 ° a, b\ b\ 35.81 35.81 35.61 TP - - ° rn ,n 35.63 35.13 ,n ° O`)/ SW 35.16 35.03 o CON SW/CON MA/TBC 33.TP 26�� TP/FL �, �r 35.01 CON CON 66 ❑ ❑ r o o 'S - 1 q 33.38 FG 3 .23 1.1% 1.0. �� 1.3% ULM ° 1.1% 32.97 �� \ 35.76 32.78 RIM /� 34.99 35.13 CON 36.01 5 32.MA o° MA FL/FG 1.0% ON d ° 33.35 ° / / CON/FL CON/GB/FL 1��� 32.89 .14 RR ° �° 33.04 RIM \ ��� / 34 RIM�j/ 34.09 ° d SW GB ° h RIM - 1° ° z SW/GB 1 ° / / / �co"� �� / / - 35.14 ° 32.76 \ SW ° S o cow 39g / ❑ ❑ ❑ II �f \ '� I � �` 1.Oq CON/FL 35.39 0 0� Q �° b\ ❑ ® 0 1.2% CON ° ° 32.28 / b\ I MA ° d 1.5%° 32.88 ��° 1 32.35 N ° SW q° 1 35.14 l00 1.3% 6 � Z MA , ° IV �1 2 N 129, 6� CON t o o ° w w 32.7°3 1 0-) 1 1 ° ° d 35.75 � Q 35.3032 2635 I MA'56 MA/CROWN ,.A 1 P ( CON I 0. I °gd 3�52 / 6 16 5.66 FL J I 35.58 35.60 Q r n r 34.77 1 Mp MA � v 32.41 0.B% FG CON ^ / ❑ 0 I ° 35.37 I 35. z S I MA % ❑ 7 ❑ V 35.45 32.37 �- 1.5% 1.8% �� � � d1 15% d / d ° 53 69 � SW/TA/CON GB 35. 3 1-5% D4 (/) (/� MA I ' ° SW 35.36 ° �35 59 0 Q � �� 35.44 0.4% / M I CON/TA/GB ° 1• ° 2635 0 "w? 1° MA y " ° ° cr ° 1 o I M O Lr) O\ d rp 33.01 1 '� b °0.0% - ° ° 55 63 3 .59 U SW d°� ° 2.7% I 6� 2635 �,� - 35.37 1•gq; 1 35.76 U W I 1 / ^y° I 35.75 1'2% CON/TA/TRANS MA CR WN W d ° 1 ,� o / . CON/TA jj 35.42 / 1•� CID' 0 ❑ 0 0.7% SW% A/CON 35.37 35.t ��� �� 35.42 °° 1° / ❑ �° ❑ ❑ Q' = 1 SW/TA/CON ° 35.03 35.36 TRANS I MA 81 sd 35.55 I I 35.29 L m 33.15 ° SW/ A/CON ° ; 35.78 SW 35.75 ° 35.35 RIM 35.2 ® T S 35.56 � 1.2% CON 1 35.25 34.97 ss o ° CON/TA 3 .97 2.0% 35.66F ° ^, �M 1.8% 1.8% 35.16 MA 84 '"° co 35 4 1 �rn RIM N 36.05 ►- 33.10 ° ° RIM � /N � N d ° °° MA/TBC / o / SW 1.8% 34.85 35.82 ° �f f d° � 35.19 RIM ° ° 34.39 35.9� d 33.63 FG CON 7 N/ / ❑ 0 / 1 35.55 35.28 35.11 ( � I S 1 a ° RIM 35.75 ❑ © l�7► b\ 35.16 \ ° d CON/FL / 35.58 ° 35.48 / rn �' 34.21 CON CON N � 35.28I 1'5 ° 35.901 W // �° ° �35.53 6.0 ° MA r'6 w 1 RIM CON / / / d I M5A.87 34.24 1.2% �j ° \ I 33SW I SW I y N 35.83 °1 �0 1. as l 1.5%1 SW/CON CON/GB / - / 1% ° b\ 36.05 ON o 0 cO ,g 34.04 ss�a of 3�.33 r 1 ° SW ° - ado f"I ❑ ❑ 6.05 CON/ B/FL ° n 0.8% MA/T C f / © ❑ 9 0 I © 0 ° I I 33.74 � 34.93 'n CON ❑ 36.13 32.89\ I ° SW CON- I 36.08 2636 CON/FL C0 MA 33.68 1.8 34.01 CON 2636 3 4 % 33.56 SW 0 36.0 35.54 3�6.70 II 36.13 o f IN C 36.1 N � 36.11 � I O 0 32.MA \ SW/GB 1.2% � ° SW 15 CON SW SW/GB 0 CON �} o o F 3gG n 36. 9 CON 13CON o 3 ° SW 33 32 ° G ❑ SW 35.61 S o0 1.8% ao d 00 0 ° d y 35.24 35.59 1.5% ° I 33.58 � � °° ° 1 � ° b\ b\ 1 1.5% 35.43 f_ 36.57 33.37 1 SW 1 33.87° 2.9% °°34.84 d1 % 36.1 263g ° d d m 1.2% SW/TA GB GB 1� �= 2.5%° 0�1. % ° FINISH FLOOR ��• �1 1 1 35�70 a d d ° 35•9� ° ° MA/TBC I RIM ° ° - S�AI - d 1° ° ° .=1d Q.6% 1 0.3% m d W ° 0.�% d 136.21 1 36.08° I ° FF/CON 2y / �n� ° 1 35.98 33.28 33.75 33.37 34.71 34.94 35.54 ° 35.67 ELEV: 2636.07 ° ° SW 1 ° e ° s1 SW ° SW/CON ° ° �� s° ° � 1.2% 7.4 1.2% 1. % I I 1 32.95 HIM d SW 4. 4 ®SW SW F GB 1.5% ° ° 35.40 •a SW / SV GB / 35.82 35.20 GB 00 33.25 I / ssco ° °d ° 1 °° ° d SW ° 35.46 35.48 35 58 35.95 SW/TA ° 32.83 �9 °� 33.45 33.04 34.21 /2. ° o l 1° �so o ° ® CD 51 ll N SW 35.95 o ° SW o11 1� l l00 33.09� 33.11 �_ ° ° ° ° ° ° 1 ° 3f 35.83 35 03 1 1 I a►� MA RIM 2.6% ° ° d ,1 d ° FF/SW SW 35.19 SW ° I r ° 32.81 34.44 d 1 ° soco° y 2635 35.22 35.23 35 39 �� RIM d � 32.72 1.29 3 RIM / 3.2% 1 ° 35.77 d 1.7% 35.00 % ��° T I RIM 3 �° d 34.52 ° SW/GB o 1 1.5% 35.33 35.04 35.13 1 2 o f S Q� 34.70 35.15 45 T 32.85 32. 8 O TA GB �<y 32.93 M/ 35.14 ° °° o S ° �► RIM �° �° 35.55 ° 5p.13 / FL N / 35.64 S S d ° \Qy I �[�► cyj SW/TA/GB n/ HIM I 33.14�� � ^off d 33.30 1 SW S ,° 5 ° 34.52111 ___ III <v/ o / * ° Q MA cV�OS CON/TA/GB/FL/TRANS "� - -/ ° ° I *F 35 4 S RIM ® �i � 35.18 3�RIM RIM 09 90 , 33.39 N N ° ° T ° ISW 34.48 GB/TRANS ® I 1 1� 34.80 35.34 \s TRANS '"° d d ° }o y 34.39 0.4% 34.74 0.4% 0.4 ° d o I 1 1 SEE SHEET C5.2 FOR - - �� 35.15 f_ % 35.5 .. ♦ �i d � ' 34.56 � �.2 35.01�s 1.7% I ` � 33.MA I 33.1I7 °,1 6% ° / � / ° - ° S O d ° ° ° ° F ,,,,,,,,,,,,,, POOL GRADING 1 � 1 34.27 ® 35. 0 6.1 ° 1.8% 1.8% 34 74 34.80 35.27 36.89 U 13 .15 � / coM 0 5 �0 °f ° d y y RIM 35.15 ° I \C W ° 33.7 ssco SV� 35.80 ° co ° ° 34.39 ° 5% MA/TBC SW .76 34.91 35.20 SW/GB --�_ = ° d1 � 1 35.02 26�5 I M Z w wv h TP 33.67 / / _= d cv 35.26 FL FG ° 0 ss °O / f 1° ° 1° ° d ° ° ° °c d \ / °d N ° ° 35(6 N 4/r g / 1.5% ® f d �d ° ° d ° 1 1 FINISH FLOOR N s �sclo 35. 6 .o� ° ° 1 �s I 33.79 ° I } I 133I.24 f� / 1.8% a d ° d ELEV: 2636.13 N N I d I P/SV'V � 33.89 �- ° �° ° a 35.98 ° ° I1.3 ° 0 TP 4.52 1 ° ° i - 1 35.68 I E N G I N E E R I N G w 0 4 ° .� 1.0% g 34.02 d ° ° a ° 1 ° / y O cV BOISE, IDAHO 83713 �f / GB d d ° S � SW d 2635' TRANS ^� d I 5725 NORTH DISCOVERY WAY 33.41 I ° ° r 34.68 34.76 I I PHONE(208)639-6939 ,. J I I I I P / �<n� d x x °x �+ 35.15 35.19 I 35.69 / I kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK MATCH LINE - SEE SHEET C 5 . 1 DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C5.0 SHEET NOTES LEGEND 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT ��S510NAL �,f� UNLESS NOTED AS FOLLOWS: 14.29 FINISH GRADE ELEVATION 4�° 4��,ISTE�p�y� RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT 1.5% FINISH GRADE SLOPE 11 CON = TOP OF CONCRETE nI MA = MATCH EXISTING 1.5� EXISTING GRADE SLOPE FL = FLOW LINE 2635 �- OF GB = GRADE BREAK FINISH GRADE CONTOUR LY KEI SW = TOP OF SIDEWALK FF = FINISH FLOOR 2635- - - - - EXISTING GRADE CONTOUR 04/27/2023 FG = FINISHED GRADE TBC = TOP BACK OF CURB FLOWLINE TRANS = CURB TYPE TRANSITION TP = TOP OF PAVERS GRADE BREAK SAND = TOP OF SAND WINDOW GR = TOP OF GRAVEL 0 20 40 60 CROWN = CROWN OF ROAD N N N N Plan/Profile Scale: 1 - 20 w o 0 0 0 MATCH LINE - SEE SHEET C5 .0 V) z 0 ui TP. �34.52 b� ° 35.68 }ao/ ° ° ° ° SW °�} 2635, TRANS ^�' ° z '* OA '� ° g 34.02 GB I ° SEE SHEET C5.2 FOR ° y �I -I z 33.41 I I P NI f� ° ° POOL GRADING 34.68 34.76 35.15 35.19 I 35.69 w MA I ° 34.0� o' 1.5% .5� S s ° s ° ,� ° 34.80 GB 85 35.23 35.27 35.81 35.78 M / z ~ F w °34.21 35.08 ° o z 0 I TP SW FL/FG _ ° �° GB GB N O o w 0 u / ° 1.0 °.� `l / ° N z 2 0 II 1 2 35.41 ° ° �� �, � N 2 u 34.18 41 35.91 36.02 °w �,, t'- 2636 N I w ~ z OU z Q O I a TP wo 0 / SW SW/GB FINISH FLOOR y 35.40 35.17 �s 2 = o � I�3 9 4 / ssc 209 ° ELEV: 2636.13 35.14 35.51 35.56 35.92 36.03 I - o a a 2 _ 35.87 SW/TA b� ° u D °1.5% 35.59 35.6 F z I RI (°} 34.57 34.17 34.70 �° 35.94 ° .1 � 35.90 35.18� � - - - - - - - - �% 35 90 �69 � 1.99 %EX � SW _ _ ° RIM SW/TA CON SW \F�S ° SW [71 i ° I c, Lu 0 34.29 / 35.08 35.44 ® m b\ ° ° b\ b\ --I-- `n I �F� 1 0 0 � 0. % 3 -85 35.21 ° 1.6 ° rn N 36.27 o T ® 789 / 1.2% 1.2% o� r`° I o W a :�\ f� �f f� �f �f fN SW/TA I N 34.34 ° S 1< L - 35.82 35.86 2636 36 17 ° 36.40 ° I zo N 35.41 35.94 ° .5% 35�.42 1 9%EX I I ° ° CON/TA SW d SW FL SW _ n- - 13 \ 35.�2 ° - ° GB 36. 7 1.5% SW/TA I a ° 35627 S °35.514 ° ° ° FF S 36.13 ON � 3S91 ° ° 3611 ° 36.32° 36.36 ° ° S 36.67 36.57 b\ / I �' I \ I Lu 1.6% S 1 36.12 36. 3 ° ° } ° ° ° ° / �• °S ° S ° FG 0.4% ° ° S °SW 1 SW °� 4% SW/GB ° 0.6% SW }`° 36.52 /) I ay O ° 4% SW 1.5% �9 -�' � day ° FF ° ° I° 34.75 ° SW/FL - _ CON CON FG 1 ~° SW wv\ z \ } SW/TA/CON S 36.34 _ o ° o 34.37 I 35.46 .0 CON 1.0% 0.9% rn l 35.56 o 0 82 ° 36. 3 CON/TA FG S� 35.43 II 611 1.0% l ° a� 4.7 \ 1 5% 35.58 �° CON/FL ° ° CON/FL /C o+ S W r` SWTA/CON CON TA 5 3)38 34.80 34.42 35.4� CON 0 36.08 ° 37. 2 / 36.89 d tytA/JBC N I ° SW ° S / 35.50 M CON CON / � � .78 37.2Q ° / y� ` II 1.5% SW/�A/CON/GB/FL 36.83 37•27 rn I z ° 1 W/C CON II II o II bFL 36.98 FG 37.00 0.4% SW J Q I f 0 35.4 ° u CO ° o C N TA GB/TRANS ( \ 37.36 5% CO "? / 36.05 1.1% \ 1.1 ° % y ° �.0� S°cy 6.6 0 Lq 1•5 MA/TBC SW 34.70 I I �_ 35.07 CON/GB/FL 0.g�� 35.23 1.2% ° o I \ I RIM 3 0 0 ❑�® 37.33 1.5% 1.1% RIM / CON y9 N ®sco MA/TBC I ° 34.84 36.27 1 0% 33.88 4 .5% RIM I CON 35.25 MA I A ° 34.90 36.05 CON/FL 1 2%71 1.4% I I 36.93 35.32 37 16 36.84 MA 33.68 O RIM CON/FL CON - ��° CON TA °S SW/TPI/CON 2% 36.79 TRANS� 37.07 I ���j 4 ssco 35. 2 3 . 9 ° ° 36.64 I ('' MA/CROWN \ ao� rn ° ° r\ l� ~� I ° G o M g n I 1.7% o 4 tV °° N 36.9\ ° 36.88 / 37.06 35.49 3 8 �% 37.16 I CON/TA 2 5%(1 MA 1.4%EX C N FL 0 1.49, / CO /TA ° 0 36.76 N o 11.4% 36.8 TRANS o o Q ° I 0 kjCO' l v'� � 37.51 �d cn I I ° I co SW 36.65 II N _ ° C3 °° SW 49 5% 36.74 5% 4•�%EX O I A 35.Sw° 35.35 I l ° / In 1.5% 36.63 37.04 I 36.81 � I 37.02 W 7q I I f- / ° �36.9- 36.E I MA oC I I z I I 35 1 36.66 �36.73 M° N °° ` FG CON M co I 1 O o 1.6% 34.37 I I I n g o° ^�, �>9 o I IIN O I 36.01 / 34.40 ° SW IRR ° MA 1.5%° `° ��° I I I 6.68 N / � I - 7% ON36*61 co Q r N II %EX I 'CO I N ^� ° b� I I 36.08 I I z 0 g` r RIM I I �6.20 I Q I I N ° b0 ° 0 0 D .29 36.79 36.47 36.20 36.75 �} N �6, / SW 2.1% 36.38 36.51 1.5% I N 0 °o I I I I v', 36.77 1.1% 36.89 0 ° 36.43 I z EI a 1 011 7.5 I I 2.0% 0 �5 CON CON 1 ° 1.7% o � 1.7% 0 1.19; W W 6.2 I N r'? 37.47 2.0% --- � I MA 46 � � Z ° ° 37.48 / � N SW/CON 3 .30 .51 3636. 1.5% ' 1 Q 0.8% SWI 36.80 3�.51 I 36.52 36.76 I 1 R �� wv wv I I 36.3� I FG 3 .37 ° 37. 2637 ° h sw 1.2%6.91 3 14 37.14 37.39 / Q 0Nrnurr---�- 36.4510 I 2.0% W/TA S CON CON ° 37.46 37.52 o� o Q V) - ° 7.0 34.95 I 36.45 0 36.50 49 37.14 0o f 3 .1 N/FL 3 FG 0 2637 II 3 48 N CON CON/FL I ° II 0 Q 1 CON CO 2% 37.21 MA W/GB CON/TA o �'0 III 0 2% CON/GB/FL 0.2% ON 37.12 o p 2� 37.60 O rSW/CON eW 36. 17 36�52 I I I M 91 N° ° ° 2637 FG ❑ El 37, 1 36.811 6% 36.38 I O O 2637 L 1.5% 1. % 36.63 l ° U U N 1'�% 1a SW/TA ° N °° 2637 ° 37.10 S 36.68 ° 36.66 S ° 36. ° 6. 13 36.41 b�l ° I 1 0.3% S S ° SW SW ° ° ° 1 FG ° ° ° SW S SSW ° �n 1 0. % S ° ° 36.84 3 S ° �_ ° ° 37.3�1 ° 37.3 � 2y 36.84 R I W o r 4 ° 1. % 2.�F% S 0.3% ° ° ° ° ° ° ° W ° 36.59 ° 4 f- ° ° FG'° ° �, ° ° ° ° ° � y ° ° ° S � 0 % a ,n S 36.56 vv� - ° ° ° � ° ° ° 5W ° ° S � ° �° G °SW ° � 1.5% D42.2% 3648, 36.52 1.7% 3 .1 36.18 � 36.16 � � ° Ay 36.62 f_ W/ B I CON/TA �\ SW/G SW 6 35.88 35.91 ° 36.72 z i 63 36.34 36.38 36.81 36.91 35.36 35.05 36.53 ,q 3&81 N 6.47 l 2 ° ° S SW TA CON MA MA �6 GB \ 1 l l `�� �`A �1 1� Nl 37.15 �n 673% 36.7'p cy 8% ° 37A6I III / \ 0 36.46 ��/ �� 35.67 2636 1 RIM f� CON 35.17 - / 36.30 35.98 35.96 `O 35.60 � 36.24 � 35.71 I 36. 6 6 6� �° ��' �- �' f- 01� ° ° � 1 MA 1 ° 1.6 s 35.97 26 35.93 35.64 36.12 / 3% 36.71 1.3% 1.5� 1 / 36.09 36.00 36.03 i 36.58 SW/TA/CON/GB/FL 39 201 1 ° 6 q, 1.5% � RIM 26 ° 35.93 35.35 36.85 1 � 35.55 36 \ IN � ° 35.85 � RIM RIM52 ° 36.04 RIM RIM 26 36.81 36•7 CON T FG 35.14 36 37 �q RIM l� ° SW/TA/CON/GB 0 ° / ��� 7 4\ 35.43 \ �� / 1,R 35.19 ® lb� 0?� a�ol N RIM 1 35.95 RIM 1� �1 (0 1.6% CON/ 1 � 1 1 CON/TA GB 35.59 35.18 35.65 36.99 39.4 ` GB 35.13 ® GB 35.60 36.23 36 69 CON FG / 1 36.01 3586 35.48 35.47 GB 36.18 1 � 35.07 GB � 1.5% 35.51 \ 0' SW 35.02 35 48 3554 36.07 36.1 � 1 35Mq S ° MA 99 / �1 1 34.84 coo b� I 36. b\ 15 35.53 ° \ \ ` 35 71 y 35 29 0 35 26 2635 34.72 �'' `� LO 0% X 0.4% 34 88 35 27 35 34 35.93 MA ��o � 2634L L 35.87 FL 1.1% 26� 2636 - - 2633 - - 6, 35.98 ° - 37.22 R -82 2636 2633- N I �M2/TBC S SW co 37.06 N SEE DETAIL B FOR RAMP w ° \ 10 a; SW 2637 rn 2637 2634 - - - rn - _ - I 0 8c PAVER GRADING \ T ° ° _ ° ° ° N 2638 _ _ - - - -12"1 - - ` 39.25 IR CO �\ ° �S ° 36.91 ° ° o ° 3�.65 , ° ° b� 38.0® ° �- �° ° ° o S 2635 ° ° ° ° ° �\ N `n ° SW%TA ° 8 1.2% l/Sw° ° ,0.3% °f S ° ° A S ° ° R °38.44 °S ° ° 38n7 ° ° ° ° M°0.9% °0.9% ° --- ° �° ° ° Ste- ° ° S 0.°4% ° ° S o ° ° S -� S a 36.00 ° ° ° S �-` ° S °, SW° ° 0°4% ° ° ° 0.3% ° ° �39 b\°° ° NSW8.90 39.68 4 0� ° ° ° ° ° S ° ° ° ° °° , �� °° , °�,° S ° ° SSW .2% ° °1° 3° SW ° 93 ° ° a TP °' �l 36.66 � 2637 2635 -r` ° ° ° SWFLU 0.3% 0.3% Nb� b� ° ° 0.5%36.54 � 2636N -�263-8 2637 � 0.3% cn 36.01 ° FL r?� 1.2 �' 2636 � �-6712636- / 0 39.69 SW �e)o 36.71 os - - - - - -2637 - -�� ° 0.5% N i-1vtA/SW-2639- N �r- G G cG N EG EG EG EG EG EG -2637- 8.4% �• 2637 -2637'- 4 O MA =r -EP �� EP EP EP EP r^ 35.99 1 _ _ MA 36.16 � 36.66 36.92 35.93 36.07 73641 7c� u� EG 2638=���EP 2638 ° 1 /W 2638 �5% \ TP FL/FG MA/FL SAND SAND SAND 36.90 37 12 EP��_ '`EG EG 00 TOE- 36.93 37.07 SAND SAND EP AEG ° 37.16 �8.68 35.99 4 �' `� MA.89 36.9g7 GR 3GIR7 37R.41 37.51 a�EP Q i EG EG SAND M,A MA 37.13 3 7 GR.90 38.GR SAND EP AEG EG EG� \ •2638 4 MA M 37.96 38.51 38.76 -� EP MA 38.18 GR -G �$ EF 04 36.40 �, MA 38.58 GR - 26 �1° TP � MA 38.82 39 - 36.MA p f E. FAIRVIEW AVE. / MA 38.87 MA 7% al 36.58 l , A �° TP37.87 �6.39 �S 36.66 37.27 CROWN / 38.10 38.46 � � 39.47 38.89 / 39.21 39.61 MA /� SW/GB ID � CROWN CROWN / CROWN CROWN �a 37.06 /CROWN 3 . 6W 2637 /CROWN - N SW 3654 4 37.04 MA a NO'' 3697 � SW o 37.16 SW C sw/GB ENGINEERING 1.1q° 3�.97 0 36.62 a �� 5725 NORTH DISCOVERY WAY 36.86 14% 4 y MA/SW �^ 36.54 BOISE, IDAHO 83713 36.37 = �o L PHONE(208)639-6939 MA -- (:?I O 9 kmengllp.com Ni ° 36.48 36.55 _ -- DESIGN BY: HIH MA 36.67 36.66 DRAWN BY: HIH MA 36.71 CHECKED BY: KSK MA DATE: 04.27.2023 DETAIL B PROJECT: 21-225 1"=10' SHEET NO. C5. 1 SHEET NOTES LEGEND 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT ��S510NAL �,f� UNLESS NOTED AS FOLLOWS: 14.29 FINISH GRADE ELEVATION 4�° 4��,ISTE�p�y� RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT 1.5% FINISH GRADE SLOPE 11 CON = TOP OF CONCRETE nI MA = MATCH EXISTING 1.5� EXISTING GRADE SLOPE FL = FLOW LINE 2635 �- OF GB = GRADE BREAK FINISH GRADE CONTOUR LY KEI SW = TOP OF SIDEWALK FF = FINISH FLOOR 2635- - - - - EXISTING GRADE CONTOUR 04/27/2023 FG = FINISHED GRADE TBC = TOP BACK OF CURB FLOWLINE TRANS = CURB TYPE TRANSITION TP = TOP OF PAVERS GRADE BREAK 0 5 10 15 Plan/Profile Scale: 1" = 5' N N N N u, 0 0 0 0 Q � O O "N I� -Jul I J ❑ I II II I II z ❑ L 1 o - - - - Lu 1.5% Q Q 35.84 1.2% N SW 3 SW 7 1.2% 36.01 o a FF/ W - 0 SW 36.02 1.5% 36.13 ? O 0 SW Q FF/SW w 7C/ N w 2 1.8% Q 110 36.07 z zo o 0o 00 N Q Q - 36.07 FINISH FLOOR w o z Z41.8% a W � � N FF/sw WELEV: 2636.07 0 Q Q 1.2% ® o�o� o z Q a SEE LANDSCAPE 36.01 SEE LANDSCAPE V � 35.67 �o �, o S SC ° SW/FL/GB FOR TURF DETAILS sw �� FOR TURF DETAILS Ln W Q " y b\I � o oo� ® 36.0 36.07 oN 0 w Q FF/SW Q Q 1.7% Q 36.01 36.09 0.0% Q SW• SW/GB z Q Q �1 Q SD 0 I Q Q 36. 1 36.07 0 ,�'5 S C 0 SW - FF/SW/GB Q - 1.2% 36.01 In 2636 SW i Q Q Q Q SW 94 35.97 60% a v - 1 35.97 SW ° 0 1� 0.0% SW 1.5% ®r==- zn b�1 ° � Q a �s Q �1 1�0 11° sw 09 1 T ° Q 35.97 Q � r N Q Q �/ SW C f Q 26369 Q Q /` Q 2636 1.5% Q 1 ° Q 35.86 Q Q v Al. N % ❑ D OQ o Q RIM ®❑❑ ®❑❑ Q Q Q 36.03 Z 15% - _ 36.08 36.03 36.03 SW/GB SW/GB SW SW/GB W/OB I Q Q 35.77 _ o A SW/GB Q Q Q I u �� 1\' Q Q o � Q � a 1.7% 1.7% ° 9 [ a SW\ 35.64 -� Q t� Q � Q 2636 Q o� Q Q Q 36.03 36.03 co SW SW co M Q N N N Q � M Q Q N 35.94 Q RIM z Q Q Q Q 36.08 Q -SW -U E 0 Q i 1.7%Q --- 36.13 z = Q - FF/SW LU LU z Q1.5% 1 J Q ■ ■ ■ ■ ■ ■ ■ ■ ■ j - I0 a � � z F aV - Q 1.5% (/) Q 0 SW Az� 36.08 O O \s Q SW 80� 35 U W . 36. 3 bo Q SW/GB Q 36.03 SW G 36.0 SW/GB ° LU 36.03 SW/GB / - 36.03 SW/GB 36.03 SW/GB - ° ❑❑ \ 36.13 Q -- 0� r '�° 0 y cfl `' 0.0% FF/SW f� SW/GB - ❑- 2636 Q 99 O ° ° 1.4% Q Q 2636 0 9 O�° M 0') 0 Q N'� 0 0� Q }N ° f o rn 29, S G �-/ 01.5% 1.5% FF/SW/G 1.5% Q 2636 �9 Q Q �i° ~ 1� J �- Q Q Q �% �� �° .2% 1� 35.98 A.04 35.96 35�5T � RIM RIM 36.03 36.06 36.13 - RIM �//GB 36.0 Q Q Q 0 Q �l° 1-_ 36.04 36.02 36.04 SW SW SW FF/SW -- O 36.02 SW GB • L Q °° N 1.2� SW/GB SW SW / Q Q Oy M - N N x�x�� DC Q zn Q Q 35.92 Q RIM Q o f f 04 r N 6.08 31 0 Q N �f SW 0.2% SW Q 2636 7 36.09 Q 36.09 Q � Q \9 SW 0.0% SW Q 36.14 36.23 36.16 Q Q 3R.79 } �-IM Q Q SW SW/GB SW x Q Q Q Q 07 21% N} Q 1 2% ZI N 1.5% 1.2% Q 1.4% 36A6 I ' SW/GB SW 36.S 4v 36.15 36.25 0736.18 36.24 SW SW/GB SW SW x Q � Q - N - Q Q Q o x Q Q Q Q Q Q Q 1 Q of x Q p11' 2� Q x-x x x-x�x�x-x-x�x�x�x x-x Q Q FINISH FLOOR 36.08 2636 Q ELEV: 2636.13 SW Q 1.5% 1.2% 0' Q �y 0. ° o d = - O ° - } 36.09 36.02 36.07 36.07 Q SW/GB sw SW sw 36.13 36.13 -\ FF/SW FF/SW 36.13 FF/SW / /Q \36.02 SW/GB ENGINEERING 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 POOL GRADING kmengllp.com 1"=5' DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C5.2 ��SSZONAL Quo 4��I S TE,p�y� ,e� 0 F 1 LY KEG 04/27/2023 0 20 40 60 Plan/Profile Scale: 1" = 20' N N N N W O O O O Q � p O O N I" SHEET NOTES Ln A. SEE SHEET CO.0 FOR GENERAL NOTES. z 0 B. GRAVITY IRRIGATION BOXES SHALL BE 4'x4' MEASURED > uj INSIDE TO INSIDE PER ISPWC SD-619. � N C. CONTRACTOR TO COORDINATE WITH SYSTEM WATER z v) MASTER, DAVE TUNBOUGH, 208.573.0377, TO z DETERMINE OFF DAYS OF WATER SCHEDULE. N = uj CONTRACTOR SHALL NOT SHUT DOWN GRAVITYLn IRRIGATION WATER WITHOUT PRIOR PERMISSION FROM zp 0 z z 0 WATER MASTER. N Z 2 2 p � Q 2 D u _ `^ o p a OC ~ Z u w o LU 0 u p F 0 ¢ 2 11 I I I I s o a Zl I ° I I I I ° u w d I o I I I I I I Ln o 0 i t II dl, Lu . I N d d N v I I I Z N m a -G G 1 3 ' I � CID I I � -e ° N g I I I d Q I a °1 I I I IRR I ° coIFm N O u a l E3 ,I I I II N I i li ° I II � PC-I N ° II wv I ° I `° IRR II 12"W il N g I ° N I I I I I I I A 0 0 Li _ o s ° 0 _ ° ° d Z ° ° d d rI- - - - - - Lh to d ° ° ad ° d ° ° ° ° ° O ° x d d A s ° 6 �x ° a d I a in 3 I J I " SQ A 00 O °A I d EXISTING WELL PUMP TO BE sD 1 1I O ' SD 12"SD 12"SD 12"sD 12"SD 12"SD 12"SD 12"SD 12"SD SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD ®® 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD MODIFIED TO FIT IN AN d O I ° 3 1 —15"sD� UNDERGROUND CONCRETE O Q " —15"SD VAULT - TO BE SUPPLIED ® ° I I ® 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD ® 15"sD BY CONTRACTOR z A \ ` 4'x4' IRRIGATION BOX I I ° I I z 3 ° \ LID = 2637.77 ®® 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD J A ° Q z 24" IE = 2628.06 I 4'x4' IRRIGATION BOX Q Q EXISTING 24" PVC CONNECT TO EXISTING GRAVITY IRRIGATION PIPE. LID = 2640.43 — J IE (W) = 2628.06 CONTRACTOR TO VERIFY PIPE SIZE AND INVERT ELEVATION PRIOR TO ANY CONSTRUCTION. 252 LF 24" PVC 24" IE = 2634.08 z _ LU LU z A \ 255 LF 24" PVC � I I N I \\ 1 LF 24" PVC ® o 1.17% I I I \ O 24"G I 1.17% sl sl sl sl \ 3 LF 24" PVC @ Q Q I 24"GI 24"GI 24"GI 24-GI 24-GI 24-GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI I 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24-GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24-GI IR 1.17% V d A ' ° ° —O —/— ° A ° O° — — — — — — — — i — — — — — — — — a — — — a — — — — — —- — —/— — " — ° ° ° ° V d ° d ° ° ° ° -1 ° d d / ° ° d A / f \ , /.� A ° ° A A ° A / a A d d 1 °/ ° ° ° ° 1 ° / ° A ° A J d / ° J°° A / �' I 2 "GI 24"GI �//�� L , d d 9— — —d— —A— V i• O G ° G C J —°— a d J /— ° ° d .1 ° ° °Jd d ° ° J °p ° d° /° -} G — ° °— —° — d J — — — — — — — — — — — — —O— ° ` ° LID4-IRRIGATION BOX 77 4'x4' IRRIGATION BOX d P P P P P 24" IE = 2628.06 — _ O 3 m LID = 2638.41 24" IE = 2631.08 _ _ EP P P — — — — — 44" CPP 'x4' IRRIGATION BOX 4"cl IE I(E) 2634.09 U LL"1 G EGA, — �_ 1r� �� p- G—_ — G —P ECP f@' Ems—P —�P P LID = 2640.43- W a LU Q EP EG!= P P w L.t_ EP EP EP EP EP EP EP EP EP N EP EP EP EP EP EP EP EP EP EP EP EG 24" IE = 2634.09 OR ep BP EP EG EG�E CONTRACTOR TOCONNECT TO S VERIFY TING RP PIE SIZE TY IGANDrINVERT TOE TOE z -G GGG �� ELEVATION PRIOR TO ANY CONSTRUCTION. �O G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G -r'-G G G EGG G G G G G-EP � G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EP G G G G G- EP�EP�EP G G G G G G l� E. FAIRVIEW AVE. N N N N � I E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. C6.0 SWPPP LEGEND 1 CONSTRUCTION ENTRANCE \ INLET PROTECTION , LIMIT OF WATER BASED WASTE TRENCH PER DETAIL THIS SHEET E. ELDEN GRAY STREET DISTURBANCE ` N°1 N INLET PROTECTION �° 26,33_ ® 5 2634 M I OO PER DETAIL THIS SHEET N \ STAGING/PARKING AREA IV-, 2632 � FIBER ROLLS PER 2632 �i-� 263 09 s - DETAIL THIS SHEET s 1 ' b s ,R • • °,{, ,f �° s LIMIT OF PORTA-POTTY 77707 -77 2635 DISTURBANCE LIMIT OF .''� ° ° DISTURBANCE <V w -263 i � ' u � Til �� d s �� [] FIBER ROLL �. ° Q 0633 r_3 - INLET PROTECTION ���� �(9 (p I w o o o PER DETAIL THIS 266. 3 �� � �' x x BARRICADE FENCING 0 40 80 120 °/ INLET PROTECTION SHEET II PER DETAIL THIS �9 s / INLET PROTECTION SHEET / �39 r� PER DETAIL THIS _ m m m m ` �� N O. s ® N N SHEET LOD -LW LIMITS OF DISTURBANCE Plan/Profile Scale: 1 -40 F o 0 0 0 O O N I� 2634 ° no II VICINITY MAP1-4 cr s o°s 2635: ' } s , s 36- `' 4.5% PORTA-POTTY 26 EXISTING GRADE CONTOUR N i III III ��2636 oI ITri \ O.gq I �- FINISH GRADE CONTOUR 3 r- > 1 n if CONTRACTOR vLu 6 PARKING/STAGING z r, �I I I 1 `)° N AREA ou z 0�9 6'W 0 PROPOSED GRADE SLOPE 2 z / ® _ s / ° / / � 1� Lu % �.8° 1 8� � Z PROJECT N = �, � 0.5% EXISTING GRADE SLOPE a z o � z 0 °1 LOCATION p z u INLET PROTECTION !`1'� co I ° v / P��o� I I I I ° I z FA N z g 0 0 q WATER BASED WASTE TRENCH a _ PER DETAIL THIS INLET PROTECTION m , u PER DETAIL BMP 74 I PER DETAIL THIS SHEET OR _� SWPPP SIGN w 1.- 0 o a SHEET 0.7% 3.1% 6"/ WATER TIGHT CONTAINER z u z 0 �- OF THE IDAHO CATALOG 1' S ,o ' o 0 N s 26'� (ABOVE GROUND) a, E. E u 0 F- / OF STORMWATER BMPs SITE SPECIFIC NOTES Lu u a a o �> k ll� z 1 J % F u w ll STABILIZED CONSTRUCTION _ z W I ' 2635 �9 1� ' s I ENTRANCE PER DETAIL 1. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN q��{p�❑�q I 0 0 / ! THIS SHEET STORAGE CONTAINMENT AREA. DISPOSE AT A FREQUENCY 17t1� - Jh w ' P •s J 3g I I ACCORDING TO CONTAINER SIZE. Ln -N.T.S- z j• I / �° 2 2. AREA OF SITE IS 9.96t ACRES. AREA OF SITE TO BE V) Lu •• e• DISTURBED BY GRADING IS 9.95t ACRES. PRESERVE LATITUDE: 43037'14.52"N s t263 NATIVE VEGETATION WHERE POSSIBLE. LONGITUDE: 116020'44.42"W o N M a ® 3\ N 3. THE CONTRACTOR SHALL COORDINATE PROPER ESC AND z s �I� SHEET NOTES / SWPPP MEASURES WITH CONTRACTORS COMPLETELY / � I SURROUNDING IMPROVEMENTS. 1 9 I- ® 1 1. ANY MODIFICATIONS TO THIS PLAN SHALL REQUIRE ° N N 0.4% / LIMIT OF a, / f f_ INLET PROTECTION / 4% ,� 0 1:6 4. DROP INLET PROTECTION TO BE INSTALLED ON ALL APPROVAL FROM THE PLAN DESIGNER. DISTURBANCE N w s / PER DETAIL BMP 74 PROPOSED DROP INLETS AFTER COMPLETION OF STORM 1 �, I OF THE IDAHO CATALOG ( �° 0. SEWER SYSTEM. 2. ALL PORTABLE REST ROOMS SHALL BE LOCATED AS FAR r' s' J i INLET PROTECTION - o� w� OF STORMWATER BMPs 2636 ° I FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS 2636 co PER DETAIL BMP 74 POSSIBLE. PROVIDE CONTAINMENT AREAS AROUND REST OF THE IDAHO CATALOG- SWPPP GENERAL NOTES ROOMS TO PROTECT AGAINST POLLUTION DUE TO cV OF STORMWATER BMPs VANDALISM. I �• •,1 l s. e ° 1. UPON COMPLETION OF PROJECT ALL PERMANENT STORM Iz ' �' 1 s 2636,' s ^ s ' .s• s° s I I WATER MANAGEMENT SYSTEM MAINTENANCE WILL BECOME 3. PROVIDE INLET PROTECTION PER BMP N0. 74 OF THE SWPPP SIGN 1 ° co / ° 6'u, ' ' 1.>g ° I THE RESPONSIBILITY OF LOCAL GOVERNMENT AGENCY IDAHO CATALOG OF STORMWATER BEST MANAGEMENT N p s° 61 . / �° I 15 AND/OR THE OWNER(S). -{ PRACTICES FOR ANY PROPOSED DRAINAGE STRUCTURES 3 J,@ /ry . s' 2636 INLET PROTECTION PER DETAIL I 3 INCLUDING ANY INLETS IDENTIFIED ON SITE THAT ARE NOT ® BMP 74 OF THE IDAHO LIMIT OF 2. CONTRACTOR TO SUBMIT PROPOSED CONSTRUCTION `, s s t 1 5� ®® PROCEDURES AND TIMELINE TO RESPONSIBLE PERSON(S) SHOWN ON THIS PLAN. 0 CATALOG OF STORMWATER BMPs in I 6� r0 DISTURBANCE INLET PROTECTION ,� 1 s r2636 �y ®® I ®® BEFORE COMMENCEMENT OF CONSTRUCTION. PER DETAIL THIS L s co M I �N 4. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND ® 1 s ®® ®® s 3. INSPECTION RECORDS SHALL BE MAINTAINED AT THE DISPOSED OF AT AN APPROVED LOCATION. EXCESS SHEET `� N, 3 °® N MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF cx,, F I INTERVAL INDICATED IN THE REPORT BY THE 9 co ............ ........ .............. .... s r,� s a I s APPROVED BY OWNER) AT A PRE APPROVED LOCATION. cD. ® RESPONSIBLE PERSON. SEE REPORT FOR INSPECTION STABILIZED CONSTRUCTION \ ° _ '� N / 107 4 ° RECORDS REQUIREMENTS. RESPONSIBLE PERSON SHALL ENTRANCE PER DETAIL / N ` 1 -- 5 1,7% I �i�{ - 5. ALL SPECIFIED BMP'S (BEST MANAGEMENT PRACTICES) ° � g: - S. 263g2636 °s p s KEEP ON FILE INSPECTION REPORT RECORDS WITH A +- THIS SHEET h p' ° °a SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE / rn0 ��. s 8 COMPLETE COPY OF SWPPP FOR A MINIMUM OF THREE MANUFACTURERS RECOMMENDATIONS, AS APPLICABLE. YEARS PAST COMPLETION OF PROJECT. `� 4. RESPONSIBLE PERSON SHALL MAINTAIN A LOG OF ALL 6. DIRT AND MUD TRACKING ONTO STREETS IS PROHIBITED. PROVIDE SUITABLE MEASURES TO PROTECT AGAINST MUD 9 (0z f s x ( GENERAL AND SUBCONTRACTORS THAT ENTER THE AND DIRT TRACKING. SWEEP STREET AS NECESSARY. N l 1 I I I PROJECT SITE. SEE REPORT FOR LOG FORM. A COMPLETE O 1.9% 46 90 r COPY OF THE LOG SHALL BE KEPT WITH THE SWPPP. - - 2636 I 7. SEE LANDSCAPE, GRADING, AND DRAINAGE PLAN FOR ADDITIONAL INFORMATION, FINAL SOIL STABILIZATION 1 77 INLET PROTECTION 5. THE STORM WATER POLLUTION PREVENTION PLAN, HERE MEASURES, AND PERMANENT BMP'S. ® \° PER DETAIL BMP 74 / 1 c AFTER "THE PLAN", SHALL BE THE RESPONSIBILITY OF ® I1.3 1 6% s! OF THE IDAHO B CATALOG s �- THE RESPONSIBLE PERSON TO ENSURE THE PLAN IS IMPLEMENTED AND TO DETERMINE THE LOCATION WHERE 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE } I s s. �� s OF STORMWATER BMPs s 1 1 s s s �f a ` s : / I M/ THE PLAN IS KEPT. THE GENERAL CONTRACTOR IN LATEST EDITION OF THE ISPWC AND CATALOG OF COLLABORATION WITH THE RESPONSIBLE PERSON SHALL STORMWATER BEST MANAGEMENT PRACTICES FOR IDAHO Q I INLET PROTECTION " ( `I 2� c I FILE A NOTICE OF INTENT (NOI) WITH THE EPA, OBTAIN A CITIES AND COUNTIES. PER DETAIL THIS I GENERAL CONSTRUCTION PERMIT (GCP AS APPLICABLE, N SHEET s e AND FILE A NOTICE OF TERMINATION NOT WITH EPA. 9• THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR 1 0 \ 1 .6 ' I . 2 17 1 11%, I a I THE SITE SHALL BE PROPERLY POSTED PER EPA AND OBTAINING ALL APPLICABLE LOCAL, STATE, AND O ~ 0.39, 1.Oq, 1.1 ° FEDERAL CONSTRUCTION PERMITS. U \ o9 0 2637 ° REQUIREMENTS. BARRICADE FENCING Lu \ BMP IMPLEMENTATION SWPPP SITE SPECIFIC NOTES z ' I �� I I c I I I P ��° -� 1 7 �\9 \ ' A INLET PROTECTION I I 1. STABILIZED CONSTRUCTION ENTRANCE, DROP INLET 1. NO WATER SOURCE IS EXPECTED TO BE EFFECTED BY I PER DETAIL BMP 74 , . 1 PROTECTION, AND SILT FENCE, AS NEEDED, MUST BE IN THE PROJECT. �o o PLACE AT COMMENCEMENT OF CONSTRUCTION. - 1 N OF THE IDAHO CATALOG Io OF STORMWATER BMPs 2. CONTRACTOR TO INSTALL SLOPE PROTECTION AS z N ° . I fl I I NECESSARY WHERE SLOPES EXCEED 15% IN ANY Q 2636 N! DIRECTION. _ 0 2636 I z P N� v 4q L.0 w / 1 6 2.29° I I 1.6% I INLET PROTECTION LIMIT OF 1 I PER DETAIL BMP 74 41 W W DISTURBANCE (b OF THE IDAHO CATALOG W W W W W 1 I `�' I I I OF STORMWATER BMPs o v v v Q 0 2' MIN.* + v v 0 Ln N ,a 1� / 29 LIMIT OF V) V) ,q IN DISTURBANCE Q I P 2637 W 0� ,s I s9 x x _ Z 'II-I1 III- 15% INLET PROTECTION 1 1 U' 1 s s. s. , s° 2637 S le S • 1. N •' � -III II-�I U w 11 PER DETAIL THIS w J w SHEET e u 6 II it z CONTRACTOR WATER BASED WASTE TRENCH s P s 2 2fi I W i1611 111611 11611 11611 I II PARKING/STAGING PER DETAIL THIS SHEET OR 39 ° 1 s AREA WATER TIGHT CONTAINER ®® 2636 1.5% / ® s I NOTES: f O (ABOVE GROUND) / 1. LOCATE A MINIMUM OF 20 FEET FROM ROADS OR STORM DRAINAGE m �5� 2636 �A9 �'� ®® rn S. SYSTEMS. r INLET PROTECTION ®® I 12. LINE TRENCH WITH A MINIMUM OF 10-MILL POLYETHYLENE SHEETING, FREE rl PER DETAIL THIS OF HOLES OR OTHER DEFECTS. SHEET I I is / I 3. IF TRENCH FILLS WITH WASTE, CLEAN SOLID WASTE OUT AND DISPOSE OF 2635LL 9, ( WASTE AT APPROVED LOCATION TO PREVENT OVERFLOW. Ij - 2633 2634 �2633T 2636 2634 4 OF AT AN APPROVED LOCATION. REMOVE ALL SOLID WASTE AND DISPOSE 2636 \ R 24 2634 2637-2638' ��"61 ACOMPLETIONCONSTRUCTION .3 -2635 \ cl �R I ° IF T63Ss. ,Na s a s. °s� s ° s s s m s j s . s WATER BASED WASTE TRENCH _ NTS 2638 s r=2636- _ -� ° - �2636� cv tJ6, 6'i�� -2639- 2637= 2638�� -2637- `{ 2637- 2638- 1" REBAR FOR BAG a � ' _ _ -E. FAIRVIEW AVENUE EG ��Ec 2638 P REMOVAL FROM INLET CURB ° a N LIMIT OF � � - 2639 �2639�c (REBAR NOT INCLUDED) OPENING LIMIT OF DISTURBANCE N 6, / -DISTURBANCE ,q d OPTIONAL OVERFLOW 50' MIN EXISTING �p I PAVEMENT CONSTRUCTION SPECIFICATIONS ® FOAM y I� z S J 1. STONE-USE FRACTURED STONE 2 TO 8 INCH DIAMETER (FOR THE SILTSACK BASE LAYER) AND CRUSHED STONE 2 INCH DIAMETER OR RECLAIMED c � OR RECYCLED CONCRETE EQUIVALENT (FOR THE TOP LAYER). 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A DUMP LOOPS EPTH ,/ �'�"'�'''�''' II1 FIBER ROLL SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD (REBAR NOT INCLUDED) i'i'i'�'� '�''''' O ,�,�,� ,�, III y S FILTER CLOTH LMOUNTABLE BERM UJ LOPE APPLY). (OPTIONAL) 3. THICKNESS-NOT LESS THAN 6 INCHES. Z VIES PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT III _ POINTS WHERE INGRESS OR EGRESS OCCURS. SIDE VIEW INSTALLED ' FIBER ROLLS �`P �j -'I I;I61-I6 EXISTING GROUND 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO II=I = _-I - PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE a v v N �i�i' iv - _ _ _ _-"'- FAMILY RESIDENCE LOT. EXPANSION I- J! I-I61-I61- ���� RESTRAINT y y �P� �,��'�i, 'i, '�'� I I�-I 11-1 1 I El I 1-1 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD I�-III III-III- 50' MIN o CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. 2 'ii i'i''i�ii�i g -1 1-1 161-1 IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES _III III-"' 3/4" x 3/4" WILL BE PERMITTED. v Q , ,��ii�i�i�i� 111 1=1 WOOD STAKES. c , i�i,% �i�''' y04 MAX 4' SPACING 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION y �/��,��������,�� 10' MIN EXISTING WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO a VERTICAL SPACING PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING MEASURED ALONG �i'i�i'i' III y b PAVEMENT WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR V . G• THE FACE OF THE ''!'' y AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT SLOPE VARIES INSTALL A FIBER ROLL NEAR SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC SLOPE WHERE IT TRANSITIONS RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. INTO A STEEPER SLOPE PLAN VIEW o 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR v INSTALLATION DETAIL TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CURB & GUTTER INLET PROTECTION FIBER ROLL 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED NTS NTS CONSTRUCTION ENTRANCE AFTER EACH RAIN. NTS (MUD AND DIRT TRACKING CONTROL) E N G I N E E RI N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK DATE: 04.27.2023 PROJECT: 21-225 SHEET NO. ESC1.0