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HomeMy WebLinkAboutConstruction Drawings V1n i APPROVED CITY OF MERIDIAN GENERAL NOTES GENERAL CONSTRUCTION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND ANY ADDENDUMS) AND CITY OF MERIDIAN DESIGN STANDARDS. THE MORE STRINGENT OF ANY OF THESE TANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. ROADWAY 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. WATER 3. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)° AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 5. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 6. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ADA NOTES 1. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL MEET THE FOLLOWING SLOPE REQUIREMENTS LIST BELOW. CONTRACTOR WILL BE REQUIRED TO REPLACE/REAPIAR ANY IMPROVEMENTS NOT MEETING THESE CRITERIA AT HIS OWN COST. SIDEWALKS AND ACCESSIBLE ROUTES -2% MAXIMUM CROSS SLOPE -5% MAXIMUM RUNNING SLOPE ADA PARKING AREAS AND LANDINGS -2% MAXIMUM SLOPE ANY DIRECTION RAMPS -2% MAXIMUM CROSS SLOPE -8.33% (1:12) MAXIMUM RUNNING SLOPE 1 2. ALL TRUNCATED DOME PANELS TO BE 'YELLOW". 3. ALL ADA SIGNAGE AND STRIPING SHALL MEET THE MINIMUM REQUIREMENTS OF THE MOST CURRENT EDITIONS OF THE MUTCD, AND THE ISPWC. SURVEY INFORMATION 1. THE NAVD 88 VERTICAL DATUM WAS UTILIZED TO COMPLETE THE SURVEY FOR THIS SITE. KM STANDARD PROJECT NOTES GENERAL 1. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE ENGINEER AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 3. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE APPROVED PLANS, SPECIFICATIONS, SOILS REPORT AND APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. 4. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING CONSTRUCTION. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT ISPWC SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN, ACHD, ITD, AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN. 7. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 8. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 9. ALL CONTRACTORS WORKING WITHIN EXISTING ITD PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SUBMIT A TRAFFIC CONTROL PLAN AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 10. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE ENGINEER OR PROJECT INSPECTOR PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. GRADING 11. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 12. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL CONSULTANT. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE SITE SHALL BE PROOF -ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL TO ENSURE STABILITY OF SUBGRADE. A REPRESENTATIVE OF GEOTECHNICAL CONSULTANT SHALL REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND COMPACTION OF STRUCTURAL FILL. 13. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT. 14. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. 15. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. UTILITY 17. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 18. EXISTING OVERHEAD POWER LINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 19. INSTALL CONCRETE COLLARS PER ISPWC SD-616 AROUND ALL RIMS, GRATES, AND METERS WITHIN ASPHALT. DRAINAGE 20. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY AN AUTHORIZED REPRESENTATIVE OF THE CONTROLLING GOVERNMENTAL AGENCY SHALL BE USED BY THE PROJECT CONTRACTOR(S). 21. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE (342-1585) FOR UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO DIGGING. 22. ANY PLAN CHANGES REQUIRES APPROVAL BY THE DESIGN ENGINEER, THE CITY OF MERIDIAN, AND ACHD IF DRAINAGE IMPROVEMENTS ARE WITHIN THE RIGHT-OF-WAY. 23. THE CONTRACTOR SHALL CONTACT ACHD FOR INSPECTION OF ALL PUBLIC STORM DRAINAGE FACILITIES (PRIOR TO PLACEMENT OF FILTER FABRIC) 24 HOURS MINIMUM ADVANCED NOTICE. ENGINEER OF RECORD REQUIRED TO INSPECT ALL ON-SITE/PRIVATE STORM WATER AND DRAINAGE FACILITIES. FOR IMPROVEMENTS IN RIGHT-OF-WAY CONTRACTOR SHALL CONTACT ACHD A MINIMUM OF 24 HOURS PRIOR TO DOING WORK. 24. ALL STORM DRAIN PIPE SHALL BE ASTM D3034, SDR 35, OR APPROVED EQUAL, OR AS OTHERWISE INDICATED HERE ON. 25. ALL WATER VALVES, BLOW -OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OR OTHER REQUIRED STREET IMPROVEMENTS. STRIPING, PAVING AND CURBING NOTES 1. ALL ON -SITE ASPHALT DRIVEWAY AREAS SHALL BE HEAVY DUTY PAVEMENT SECTION. 2. ALL ONSITE PARKING AREAS SHALL BE LIGHT DUTY PAVEMENT SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS COVERING A REASONABLE DISTANCE BETWEEN THE VARIOUS CURB TYPES AND AS NECESSARY TO MAINTAIN ADA COMPLIANCE FOR ALL PEDESTRIAN RAMPS. 4. ALL ASPHALT STRIPING SHALL BE PAINTED "WHITE" WITH 4" WIDE STROKES AND PER ISPWC SECTION 1104. CONTACT INFORMATION ENGINEER OWNER KM ENGINEERING, LLP BRIGHTON DEVELOPMENT INC. 5725 N DISCOVERY WAY 12601 W. EXPLORER DR, STE. 200 BOISE, IDAHO 83713 BOISE, IDAHO 83713 PHONE: (208) 639-6939 PHONE: (208)378-4000 FAX: (208) 639-6930 FAX: (208)377-8962 CONTACT: NATAHAN MILLER, E.I.T. KEVIN MCCARTHY, P.E. Email: nmiller®kmengllp.com DIGLINE, INC kevin®kmengllp.com (208) 342-1585 TM CENTER SUBDIVISION NO. 1 MERIDIAN, IDAHO I I I I I I I I I z O O > I z 1 KEIvNEDY tATERA, VICINITY MAP ,- d-M n`D IL W F�LIN RD - PROJECT SITE 0 z w INTERSTATE 84 0 50 100 200 300 Plan Scale SHEETIN DEX C0.0 COVER AND NOTES C0.1 EXISTING CONDITIONS AND DEMOLITION PLAN C1.1 SITE PLAN C2.1 ROADWAY IMPROVEMENT PLAN C3.1 SEWER PLAN AND PROFILE C4.1 WATER PLAN C5.1 PRESSURE IRRIGATION PLAN C5.2 PRESSURE IRRIGATION DETAILS C6.1 DRAINAGE PLAN LEGEND FOUND BRASS CAP ® FOUND ALUMINUM CAP 00 FOUND 5/8 INCH REBAR O FOUND 1/2 INCH REBAR 0 CALCULATED POINT �S SEWER MANHOLE �D STORM DRAIN MANHOLE ®® STORM DRAIN CATCH BASIN FIRE HYDRANT wV x WATER VALVE © WATER METER SIGNAL POLE - LIGHT POLE © ELECTRIC BOX TRANSFORMER OGAS MARKER OT TELEPHONE MANHOLE ❑T TELEPHONE/FIBER OPTIC RISER IRR IRRIGATION VALVE v SIGN - - BOUNDARY LINE INTERIOR PARCEL LINE - - ADJACENT PROPERTY LINE - ROAD CENTERLINE SECTION LINE - - - - - - - - - - - EASEMENT LINE s s s SANITARY SEWER LINE -SD-SD-STORM DRAIN LINE W W WATER LINE ci ci GRAVITY IRRIGATION LINE P P P UNDERGROUND POWER LINE -op-op-OVERHEAD POWER LINE c c c GAS LINE r r r TELEPHONE/FIBER OPTIC LINE P1 Pi PRESSURE IRRIGATION EP EP EDGE OF PAVEMENT Ec Ec EDGE OF GRAVEL -x x x- FENCE LINE CONCRETE ASPHALT Digitally signed by Kevin McCarthy, PE Date: 2022.01.21 14:15:39-07'00' a 0 r_1 N z 0 Q d z p F- O W 5;o 2 W or Co z p > Z)a =° (.n Q CL or- W � cW z c Q W cr_ CV W G W/� F- V km 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 HEET NO. CO.O n i APPROVED x x G G G c I I � I I PRESERVE AND PROTECT EXISTING CONCRETE SIDEWALK PRESERVE AND PROTECT EXISTING CONCRETE SIDEWALK f PRESERVE AND PROTECT EXISTING GRAVITY IRRIGATION LINE PRESERVE AND PROTECT EXISTING CONCRETE SIDEWALK PRESERVE AND PROTECT EXISTING GAS LINE //PRESERVE AND ' PROTECT EXISTING CURB AND / GUTTER SAWCUT MINIMUM OF 2' INTO EXISTING PAVEMENT REMOVE EXISTING WATER BLOW -OFF. SEE SHEET C4.1 FOR WATER EXTENSION. PRESERVE AND PROTECT EXISTING WATER PIPE PRESERVE AND / PROTECT EXISTING CURB AND GUTTER REMOVE EXISTING ASPHALT SIDEWALK I _ _ I l I I I � _ REMOVE EXISTING SEWER I CLEANOUT. EXTEND SEWER LINE AS SHOWN ON SHEET C3.1. / ROTATE EXISTING PRESSURE —IRRIGATION TEE AS SHOWN ON SHEET C5.1. I — — \sA ' sq \8S / I I I I S TEN MILE RD PRESERVE AND PROTECT EXISTING GAS LINE d0 d0 do dS SHEET LEGEND KM STANDARD DEMO NOTES 1. COORDINATE ANY GRAVITY IRRIGATION DITCH PROJECT AREA DEMOLITION AND STRUCTURE REMOVAL WITH LOCAL IRRIGATION DISTRICT PRIOR TO COMMENCING � O� CONSTRUCTION. — — — — — — SAWCUT LINE 2. COORDINATE ANY GAS LINE AND STRUCTURE REMOVAL WITH LOCAL GAS COMPANIES PRIOR TO COMMENCING CONSTRUCTION. 6 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR Z REQUIREMENTS OF THE CITY OF MERIDIAN, THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN 0 25 50 100 150 WRITING BY ALL APPROPRIATE ENTITIES. 4. THE LOCATION OF EXISTING UTILITIES ARE Plan Scale SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO o CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL PRESERVE AND I CONTACT THE APPROPRIATE UTILITY COMPANIES PROTECT ALL ti OR DIGLINE (1-800-342-1585) FOR EXACT EXISTING UTILITY PRESERVE AND EXISTING ASPHALT LINES LOCATED IN PROTECT EXISTING LOCATION A MINIMUM OF 48 HOURS PRIOR TO TEN MILE RD CONCRETE SIDEWALK DIGGING. m 12'S 12"S 12"S 12'S 12"S 12"S 12"S 12"S — 5. UTILITIES ON THIS PLAN ARE BASED UPON A _ _ _ _ _ ti SURVEY CONDUCTED BY KM ENGINEERING, — — — — — — RECORD DRAWINGS, AND FACILITY MAPS. KM 1n 1z W 12"w d z"w "w z"w�WjENGINEERING MAKES NO GUARANTEE THAT THE Z O UNDERGROUND UTILITIES SHOWN COMPRISE '^ ALL UTILITIES IN THE AREA, EITHER IN N SERVICE OR ABANDONED. FURTHER, KM > REMOVE EXISTING FENCE w ENGINEERING DOES NOT WARRANT THAT THE ~ K G UNDERGROUND UTILITIES SHOWN ARE IN THE G G G— EXACT LOCATION INDICATED AND HAS NOT PRESERVE AND PROTECT \ EXISTING GAS LINE \ \\ PRESERVE AND PROTECT, EXISTING UNDERGROUND \ \ KENNEDY LATERAL I \ PRESERVE AND PROTECT EXISTING \ \ PRESSURE IRRIGATION LINE AND STRUCTURES PRESERVE AND PROTECT 1n EXISTING ACCESS ROAD 2 \ c PRESERVE AND PROTECT EXISTING CONCRETESIDEWALK PRESERVE AND III PROTECT EXISTING m CURB AND GUTTER SAWCUT MINIMUM OF I 2' INTO EXISTING PAVEMENT REMOVE EXISTING WATER BLOW -OFF. I SEE SHEET C4.1 FOR WATER EXTENSION. �i///./L/ / l PRESERVE AND PROTECT EXISTING WATER PIP11 E I PROTECT CURB GUTTER PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE AND — PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT ENGINEER IF UNEXPECTED FACILITIES I ARE ENCOUNTERED. n I I _ 6. THE CONTRACTOR IS RESPONSIBLE FOR tr❑' COORDINATING DEMOLITION WITH THE ❑ s APPROPRIATE PHASE OF CONSTRUCTION. z ❑ I 7. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. REMOVAL OF EXISTING CONSTRUCTION DEBRIS / / I / PRESERVE AND PROTECT � EXISTING UNDERGROUND KENNEDY LATERAL I � n / ro I I / J chi ry � c / he m MUST CONTINUE TO EXPOSE NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE "ci 12"( NATIVE SOILS INCLUDE GW, GP, GM, SW, SP, SM IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM (USCS). CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDED = I CONSTRUCTION CONSIDERATIONS, AS CONTAINED IN THE PROJECT GEOTECHNICAL ENGINEERING REPORT, PREPARED BY — — MATERIALS TESTING AND INSPECTION, INC. 8. AFTER REMOVAL OF ALL DEBRIS, THE I - EXPOSED, EXCAVATED AREA SHALL BE INSPECTED BY THE MATERIALS TESTING & NSPECTION CONSULTANT TO VERIFY SUITABILITY OF SUBGRADE FOR PLACEMENT OF STRUCTURAL FILL. THE EXPOSED - SUBGRADE MUST BE IN A COMPACT, FIRM - AND STABLE CONDITION PRIOR TO FILL PLACEMENT. THIS WILL BE CONFIRMED BY PROOF -ROLLING THE SUBGRADE IN A MANNER ACCEPTABLE TO THE TESTING AND INSPECTION CONSULTANT. - 9. CONTRACTOR SHALL BE RESPONSIBLE FOR r-I DISPOSING OF ALL DEMOLISHED MATERIALS AT 12"'D ° AN APPROVED OFF -SITE LOCATION. THE 0 CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM Z THE SITE. _ 7 L _ 1 10. CONTRACTOR IS RESPONSIBLE FOR SECURING O _-- AND PAYING FOR ALL PERMITS REQUIRED BY ANY POLITICAL SUBDIVISION OR AGENCY. N s"w 11. CONTRACTOR SHALL BE REQUIRED TO -a••W- PROVIDE A WATER TRUCK, AS NECESSARY, — m FOR DUST ABATEMENT DURING DEMOLITION 0 AND REMOVAL OPERATIONS. CIO -- Z)�m / 12. CONTRACTOR SHALL CONDUCT CONSTRUCTION N OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE MATERIAL RUNOFF FROM cr_ m LEAVING THE SITE, OR ENTERING THE PUBLIC W RIGHTS -OF -WAY. 2 58 13. CONTRACTOR SHALL REMOVE ORGANIC OR Z DISTURBED SOILS WITHIN CLEARING LIMITS Lu o� SHOWN ON THE CONSTRUCTION PLANS, AND u WASTED OR STOCKPILED FOR LATER USE. % ADDITIONAL DEPTHS MAY BE NECESSARY TO OBTAIN SUITABLE SUBGRADE MATERIALS AS DETERMINED BY THE GEOTECHNICAL CONSULTANT. 1f 14. CONTRACTOR SHALL CLEAR AND GRUB ALL f/ EXISTING UNSUITABLE TOPSOIL AND VEGETATION WHERE STRUCTURAL FILL IS TO BE PLACED. CONTRACTOR SHALL STOCKPILE MATERIAL IN DESIGNATED ON -SITE SPOIL PILE LOCATION FOR LANDSCAPING. MATERIAL IN I EXCESS OF THE LANDSCAPING NEEDS SHALL e( BE DISPOSED OF IN AN APPROVED OFF -SITE LOCATION. z V) Q Z a Q z d O O HM Z o w2 LU Lu Z 0 a a =N 0 o 2 H W J0 Z < O W 0 Z z W N X LLJ 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 SHEET NO. Co.1 n l APPROVED 2 r2d-PI SERVICE AND ARV/DRAIN II O II� PI SERVICE f III PI SERVICE I� °e��To C A 6 Z 7 \\ \ \ " as \ \ \ � a•s \ �\ 1 8s ---- / 9 \\\ w\\ " 5 g"5 ti 6•P� \ \ 8"W ` /p 0,0111 6.P/ 8• 11 NIT pi FUTURE WATER MAIN BLOWOFF /// `SEWER SERVICE / j / PI SERVICE 20 l Sf weR — PI SERVICE �SeMFNT "i SEWER SERVICE m /y: / \ N \ N \ \ SEWER SERVICE PI ARV/DRAIN ep\ BLOCK 1 O O O FUTURE SEWER SERVICE apl FUTURE SEWER SERVICE 10 FUTURE WATER SERVICE FUTURE WATER SERVICE 8"S EXISTING SEWER MAIN I 6"PI PI SERVICE rOP PI SERVICE PI SERVICE Top S TEN MILE RD O O SEWER SERVICE WATER SERVICE 8"S 8"S e'W 8'tiY 8 VJ 8'14 — g NJ e'W 1 B"W - - - - - - - - - - - - - - - — - - - - PI 6"PI d°1 - 6"PI m 6"PI w 6"PI "PI 6"PI 6"PI 6"PI 6"PI 6"PI 4 E d01- $ U < FUTURE WATER SERVICE a III\ rOp � FUTURE SEWER SERVICE 0 Too WATER SERVICE PI SERVICE PI SERVICE ------- - - - - — - - - �� 8"5 � � 8"S 1 S INNOVATION LN B W g"W B"W 8"W B"W 8"W 8•W 7 a - JF 6" 6"PI 6"PI 6"PI 6"PI 6"PIS FUTURE WATER SERVICES PI FUTURE MAIN BLOWFF 0 25 50 100 150 Plan Scale SHEET LEGEND NEW CONCRETE PAVEMENT NEW ASPHALT PAVEMENT KEYNOTES 1. 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701. 2. INSTALL 10' SIDEWALK PER ISPWC SD-709. 3. SITE LIGHTING (TYP.). 4. PROPOSED FIRE HYDRANT 3' BEHIND TBC. 5. MAINTAIN 5% MAX LONGITUDINAL SLOPE AND 2% MAX o CROSS SLOPE FOR SIDEWALK CONNECTION PER ADA. INSTALL TRUNCATED DOMES PAINTED "YELLOW" PER ISPWC SD-712. TRUNCATED DOMES SHALL BE CAST INTO CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED). 6. INSTALL "STOP" SIGN (R1-1). SIGN SHALL NOT BE INSTALLED UNTIL PATHWAY HAS BEEN CONSTRUCTED FOR THIS PROJECT. 7. INSTALL PEDESTRIAN CROSSING. STRIPING SHALL BE 10' LONG X 2' WIDE, INSTALLED ON -CENTER, SPACED 4' Z z APART, AND SHALL BE PAINTED WHITE. STRIPING SHALL NOT BE INSTALLED UNTIL PATHWAY HAS BEEN N g CONSTRUCTED FOR THIS PROJECT. w F L - N Z O Q d Z p F- O w > w a 0I Z p a Q a Lu or- cnQ dN w � w Z � Q w cr_ V w w/� F- V km 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 EXISTING WATER MAIN SHEET NO. C1.1 n i APPROVED II ■ I I 1 I I O ' I I I BLOCK 1 ' I ' I I 1 CC I , z I � I 1 I I ° \ 1 72.9t MA I +00.00, 15.231 o ' I 72.36 PC I I +14.70, 13.501 oL a O/ 1 1 � 72.34 GB � 2 +19.03, 13.501 -72.61 GB , +18.99, 0.00' ' 1 0 -- , 72.48 PT/GB 0 42q, / O +52.65, 13.501 doi d°Y 04?9 72.75 CL/PC/GB 72.7t MA / \ ��° / +52.65, 0.00' 73.06 PC +00.00, 0.00' 1 +24.68, 13.50'L ' 72.4t MA / 080y 74.14 GB o +60.02, 13.50'L N +00.00, 15.15'R � 73.70 PT 75.15 LIP 2X00 +05.17, 13.501 To +00.00, 13.50'L 1 ----- 74.73 LIP _--- ---- ----_74.41 CL/GB - - - ---- .+00.00, 13.501_ - - ------� N 72.36 PC / +60.02, 0.00' -1 +14.70, 13.50'R / / u LL /d 72.34 GB / 72.48 PT/GB +18.94, 13.50'R +52.65, 13.50'R ov \ 3+00 - 0.80% 0.42% 4+00 5+00 ° 0.42% 6+00 Lu - - -I - Lu / \ \ � S INNOVATION LN 73.06 PC +24.68, 13.50'R ' +05.17?0 13.50'R - - - - - - _75.00 CL 1 w LU 75.42 CL +60 02GB13.50'R a +00.00,74.36 3.50'R +00.00, 0.0075 .Oi Z Z ' 75.15 LIP +00.00, 13.50'R °P , S INNOVATION LN PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 2583 0 0 2583 + M O g rn rn N 2580 + 2 + + L� Y^ 2580 nn u, N m" w II Yr IlajN yn �� N W a1'[iJ N Q� D-'w w 2577 W II ° W II 2577 w o� CD aw ;w <� Of CDw EXISTING GROUND 0.421 2574 2574 0.80% -0.42%' 0.42% 2571 FINISHED GROUND 2571 2568 Ico 3 2568 2565 a v 4 N 2565 N EXISTING GROUND CENTERLINE 2562 F FFINISH GROUND CENTERLINE 2562 N V) 7 M N N r m DO N 0 O m V) M W N M N N O V) V) m r r N O W O N M m N N 0 n N N N n r N n r N n r M n r M r M r M r t r r 4 r 4 r 4 r 4 r N r N r r L6 p r LL7 p r LL7 N N N N N N N N N N N N N N N N N N N N N N N N r N N r N � N r N n N r N N r N N N N r N n N r N n N r N 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 SHEET LEGEND ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT CR - CURB RETURN POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C0.0 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C1.1 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEET C1.1 FOR STREET LIGHT PLAN. D. SEE SHEET C2.2 FOR ROADWAY DETAILS AND TYPICAL ROAD SECTIONS. E. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. F. SEE SHEETS C6.1 FOR STORMWATER PLANS. G. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION STAFF FOR METHODS USED TO INTEGRATE THE STANDARD ROAD SECTION WITH THE BRIDGE STRUCTURE. KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. a 0 � z w O J � ZcL LL Z O z O = w z Na � a � > _ w Z > a m Z O a Z Q cx� Z N Q F1 Z Cr Cr-o Lu Lu } � � o Lu LJJ z V 0 z_ O c/ I km 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 SHEET NO C2.1 n i APPROVED 1 ' BLOCK 1 \ El I I 1 \ 1 c Z2 O 1 � � \ F ' chi \ 9 1 \ 1 7D I 1 II I � � dol �I I' I 1 1 B 79.27 PG +39.71 , 13.501 82.1 t MA +40.927613.501 +99.16, 13.431 �I I 'o a 0 78 .2s ce I +15.92, 13.50'L � I '------+00.00, 75.57 LIP 75.99 LIP +00.00, 13.50'L 80.22 PT +90.30, 13.50'L I ITI 13.50'L --- --- - 1- -To ------- ----- -- ---- ------------ --- - -- -_ 81.23 CL/PT cmil I 1 +90.30, 0.00' m m 0 ! 0.42% 7+00 8+00 9 0 0.42% 10+00 ' S INNOVATION LN11+Pp - - 4.137 / ^M CN IL 1 21 +00, 000' ---v -- -11 --o -- -- -.---' -- -------- -----78.56 CL/GB' 80.32 PT. - I 75.57 LIP CL 0CL076.26 76.85 +40.92, 0' +15.92, 0.0000.75.84. .GB +90301350'R +00.00, 13.50'R 82.00 CL/MA II 75.99 LIP .58 GB , 135 ' +0000, 13.50R' Z +40.92, 13.50'R +99.16, 0 / 79.54 CL/PC 8100MAN / +99.16, 13.50'R w +39.71, 0.00' J 79.27 PC ' +39.71, 13.50'R TOP oN 1 S INNOVATION LN PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1 rO 2592 2592 of 2589 2589 II Q N O N O N Y N 2586 W N D_ m II 2586 0 �W 2583 2583 PVI STA: 9+78.42 PVI ELEV: 2577.01 K: 20.19 LVC: 75.00 ' � 2580 co ° 13� 2580 m N O N m CO 2577 FINISHED GROUND 2577 0.42% 2574 EXISTING GROUND 3 I 2574 I EXISTING GROUND CENTERLINE 2571 FINISH GROUND CENTERLINE 2571 7 0 7 r w M O N 7 N m c0 Ln O r � r O h'] DJ 1)d It 0 O 00 w 7 FO M N 7 O w cD M h r^ m r N �f] N N N N N N N "6 N if1 ' N '6 cD O V) cD ^ U) ^ O Cd cD 6 cD co u] N N N u] N N N U] N N N u] N N N N N N N U] N N N U] N N U1 N N N N N N N N U1 N N N N N N U1 N N N N N N N N N N N 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 i OO 3:1 TO EXISTING 9 5' GRADE (TYP.) 50.0' EASEMENT 15.5' 15.5' 2% 2 SHEET LEGEND ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT CR - CURB RETURN POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C0.0 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C1.1 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEET C1.1 FOR STREET LIGHT PLAN. D. SEE THIS SHEET FOR ROADWAY DETAILS AND TYPICAL ROAD SECTIONS. E. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. F. SEE SHEETS C6.1 FOR STORM DRAINAGE PLANS. G. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION STAFF FOR METHODS USED TO INTEGRATE THE STANDARD ROAD SECTION WITH THE BRIDGE STRUCTURE. KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. - 9.5' 1.0' FLAT LANDING (TYP.) 3:1 TO EXISTING GRADE (TYP.) 3" ASPHALT PAVEMENT (SP-3, 0.50 6" VERTICAL CURB AND INCH (1/2") MIX, PG-58-28) GUTTER PER ACHD SD-701 4" OF 3/4"-MINUS �6" VERTICAL CURB AND CRUSHED AGGREGATE BASE GUTTER PER ACHD SD-701 20" OF 6"-MINUS PIT -RUN SUB -BASE NOTE: 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. STREET SECTION - S INNOVATION LN NTS a 0 a O W J � ZcL ILL Z p Z a O = W z _Na i 0 W z CIO Z O a a Z N Q F1 Z oc � o W W } � o LZ V 0 z_ O c/ I km 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 SHEET NO. C2.2 n l APPROVED SSMH #A-3 ' STA: 5+68.87 OFFSET: 0.00' N: 704836.52, E: 2443861.07 O O \ SSMH #A-5 \ STA: 7+64.11 OFFSET: 0.00' BLOCK 1 1 \ \ N: 705023.03, E: 2443912.25— dod \ \ 24.50' of 8" PVC ® 1.00% r ° 24.96' of 6" ® 1.00% SSMH #A-7 STA: 13+51.20 OFFSET: 0.00' s^ S"S \ \ 24.50' of 8" PVC ® 1.00% N: 705610.09, E: 2443917.98 24.93' of 6" ® 1.00% 8'W — TOP TOP — -- — ---- / :, 4 "S 8"S 8"S 8"S 8tS 8"S B "S \ 8•'W 8•W —6W✓ 8 W 8'W 1 8"W T, 8..W SeNNOVATION LN S..W : B.,W� S..W e e..W 2 S..W e.. e„W ..W \a•p -- ------ ------ 8"W — — — — — — — — — — — — — — — — — — — — — — — — — — —------------ — -- __p cp / spy 6'PI 6'PI 6'PI 6'PI 6'•PI d01 6'PI 6'PI 6"PI 6'•PI 6"PI 6"PI 6"PI 6"PI d01 6"PI 6'PI 6'•PI 6"PI 6'•PI 6"PI 6"PI 6"PI SSMH #A-4 STA: 6+98.30 OFFSET: 0.00" SSMH #A-6 ,. STA: 9+91.23 OFFSET: 0.00' / N: 704957.40, E: 2443907.31 ( o w N: 705250.14, E: 2443914.46 co 20.51' of 6" ® 1.00% JOA T0A 42.50' of 8" PVC ® 1.00% / J / O / / 4 / / l fwFR fgSF mQ MFNT O / / 20.49' of 6" ® 1.00% / SSMH #A-2 STA: 2+34.75 OFFSET: 0.00' \ N: 704717.10, E: 2444173.12 \ \ Pr Q 1� \ \ °?a-\39 O \ N \ 2 \ 20.53' of 6" CAD 1.00% \ 3 \ sAi SSMH #A-1 o STA: 1+29.17 OFFSET: 0.00' N: 704756.00, E: 2444271.27 SEWER ALIGNMENT PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' SHEET NOTES A. SEE SHEET C0.0 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. INSTALL SEWER MANHOLES PER CITY OF MERIDIAN STANDARD DRAWING S6. MANHOLE FRAME AND COVER SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DRAWING S4. KEYNOTES 1. MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET CO.0 FOR ADDITIONAL INFORMATION. 2. MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET CO.0 FOR ADDITIONAL INFORMATION. 3. REPLACE EXISTING SANITARY SEWER CLEAN OUT WITH MANHOLE. 2585 1 O o � ro 2585 o z O v 3 � -J00 o o o _ N 3 w vro O z v O O v W co a0oo O O 00 00 DO O 3 w � °° ���� O 't N N1 o�O I� r o u� c0Mc0 O) O) O) (O c0 (6 '6 ` rN O m W 2580 0 O v 0 O v D] O r 7 NjN N a OONN H +NZZ Q���NN N N N QO oN +n� 2580 Qoo +rN L� OD L� N N]h1N (O + Z D N — O =O)N �a�> Z Z Z O =2N O ON N 7 Qoo N (O N N H S[DN � — O Q N��> N > > N Z Z Z N > > > �Q�> N � t O NON] l0 I r � N =NN +N Z O v) (nNK Z Z — O N Q N Q�> > 2575 +n Z _ N +Lo Z O EXISTING GROUND N N Z Z 2575 (n > (N D_ Z (n N o_ >> Z Z FINISH GROUND I 2570 2570 0 _ a a0 360 of 8" PVC ® 0.81 % 2565 0 65' of 8" PVC ® 0.40% 2 5' of 8" PVC 0.51 % 2565 335' of " PVC 0 0.40 130' of 8" PVC ®0.40% 2560 1 5' of 8" PVC 1.00% 2560 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2555 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2555 N n n n (O a0 M N M N) O oo arM0 N) OO O O O I Ooo O O 0) o0 N N n N N) ou n O(0 N) o D7 rM r N r N r N r N r N r N r r rM r r^ N M r^ N r^ r r M r r^ r^ r r r N r^ r^ N) r^ n^ n '6 (0 n '6 (0 n N N N N N N N N N LL7 N N N LL7 N N N LL7 N N N N N N N N N N N N N N N N N LL7 N LL7 N LL7 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 a 0 r_1 N W o Z -=!aLL Z _J 0 Z p a O _ ~ z _N Q w Q i 0 Q W J m Z i t— Z) Q O Z N Q= w a- 2 L� LD Z LU r w J w oc V Lu L� ? w km 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 SHEET NO. C3.1 n i APPROVED 15 "G, d0 do —do i d d0 d0 G S TEN MILE RD - F v� 0 25 50 100 150 — — ._ ,. — — — 12"S 12"5 12"S 12"S 12"S 12"S 12"S 12"S _� — — — — G ;.:.,.:.. — — — . ;,.. ,.... — — — — — — — — — - Plan Scale G c GG .. - 12 ..W 1z"W G G G G�. F � 12'W 12"W 12"W 12'N CIVIL ACRONYMS ° G G G G ^`— G G G G STA: ROAD STATION G G G G c G °' G G G MJ - MECHANICAL JOINT O— FLG - FLANGE N: - NORTHING E: NG - EASSTATION \ L - STATIONN OFFSET LEFT s \ - - R -STATION OFFSET RIGHT I \ \ \\ WATER SHEET NOTES \ c 1 \ A. SEE SHEET C0.0 FOR GENERAL AND WATER NOTES. I \\ ® s B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL BLOCK 1 m CHANGES OF DIRECTION PER CITY OF MERIDIAN IPI \ REQUIREMENTS. \ \\ \ I - C. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF ❑ COVER. "GI 12" I \ D. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. I WATER KEYNOTES / F I \o` 1. MAINTAIN VERTICAL AND HORIZONTAL � ,�j(, �=�w POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY \ " F` I - OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET „ CO.0 FOR ADDITIONAL INFORMATION. 1-8" FLG TEE \1 1 2. MAINTAIN VERTICAL AND HORIZONTAL 2-8" FLG X MJ GATE VALVE 7O POTABLE/NON-POTABLE MAIN/SERVICE LINE SEPARATION '/aov 1-8" ADAPTOR 6 6 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE �W 1 3 O2 N: 705006.95, E: 2443930.59 1-FIRE HYDRANT ASSEMBLY 1-FIRE HYDRANT ASSEMBLY �� I 2 SHEET C0.0 FOR ADDITIONAL INFORMATION. n� 1-8" MJ X 8" MJ X 6" FLG TEE 1-8" MJ X 8" MJ X 6" FLG TEE 1-6" FLG X MJ GATE VALVE 1-15" FLG X MJ GATE VALVE II - 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE \ W\ \ N: 705098.55, E: 2443931.48 N: 705464.67, E: 2443935.05 AND NON -POTABLE MAINS. \ \ 130' of 8" PVC r aO� 1W N \ 8"s \ 8 8 � m N 4. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN o STANDARD DRAWINGS DETAIL W12. 3 \5' of 8" PVC _ 1 45' of 4" PVC I I - 5. INSTALL LEAKAGE DETECTION METERING STATION PER CITY / \ 45' of 8" PVC TOP ,n 45• of 8" PVC I / 1 W a^S — - - - - - -ao - - - - - - - - _ TOP_ _ _ _ _ 265' of 8° PVC 45 of 4" PVC j OF MERIDIAN DETAIL W 14. \ \ B••1,1, so 0 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD W 'aT \ 8 8"S 8'S - -�. / la 6'W 8- W LELBOW 'Pi "Pi 8"Pi e'Pi 10�"Pf 6doi PV 1-8' MJ 11-Ya' e'Pi a"Pi e"Pi C� N: 704927.07, E: 2443917.59 C of 8" PVC 75' of 8" PVC 25$ ' of 8" PVC 1-8" MJ 11-Y4. ELBOW I , N: 705001.95, E: 2443930.54 1- 2" BLOW -OFF ASSEMBLY FOR 01 / FUTURE WATER MAIN EXTENSION / IN: 705006.71, E: 2443954.59 / I / I / s \— \ \\\ C \ y\ �r w 6p V /\�w spy 9 es Sa o� / 3 5 8" 8"S 8"S 8"S 8"S 8" 8"S 8`5 2 S INNOVATION LN 2 2 - - - g••Wy _ S..W a 8 8.. 8. S�.W BVy v of 8° PVC ti"PI 6"pi 6"PIS 6"PI 6"PI 6 PJ d01 6"1`I 6 PI 25' of 8" PVC 6"PI 6`PI 6"PI 6"PI -- I— — 6"PI 6"P 25' of 8" PVC 10' of 6" PVC 8 1-8" MJ 11-Ya ELBOW z ;,: o Ill N: 705731.96, E: 2443937.66 w w r 50' of 8" PVC / I L / N I I / I I / / o m / d I I DRAWINGS W8 AND W9. 7. INSTALL 4" WATER SERVICE AND 4" METER PER CITY OF MERIDIAN STANDARD DRAWING W4. 8. INSTALL MAIN FOR FUTURE CONNECTION. x - io,z1 i a 0 N Z O V7 W F O z z Q z O a O= N Q w z >0 2ig m z > oc ii p � Lu Hw Lu V 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 SHEET NO. C4.1 n i APPROVED F F F cc Q Z � I I 1-4" MJ 11.25' ELBOW _—N: 704823.09, E: 2443845.91, 40' of 4" \ W of 4" F 1-6" TEE 1-6"x4" REDUCER 704808.43, E: 2443901.03 1 20' of 6" PVC- 1— 6" DEFLECTION POINT 183.68, E: 2443918.91 i d0 do —do d d0 d0 S TEN MILE RD F _ — — — — — ..• ,: ,— y... _ 125 12"5 12"5 12"S 12"5 12"S 12"S 12•'S 6P 4P — — — — — — — — — c O •. � -.. .. , .. ... � 1 z"W 1 z"w 12"w 1 z"m — 0 G _ c c 0 c c � G G I, 4P 270' of 4" PVC 1 z" 3 4 5 \ I 4P c\ I a I � C`oe��TA I c� 11 N 1P \ I I -0, 20' of 6" PVC 135' of 6" PVC AL %1/21/22 0 25 50 100 150 Plan Scale CIVIL ACRONYMS STA: — ROAD STATION MJ — MECHANICAL JOINT FLG — FLANGE N: — NORTHING E: — EASTING o L — STATION OFFSET LEFT R — STATION OFFSET RIGHT PRESSURE IRRIGATION SHEET NOTES A. SEE SHEET CO.0 GENERAL, IRRIGATION, AND ACHD NOTES. B. SEE SHEET C5.2 FOR PRESSURE IRRIGATION DETAILS. C. IRRIGATION SERVICES SHALL BE 2" CLASS 200 N POLYETHYLENE PIPE PER DETAIL, SHEET C5.2, TYPICAL. Z O D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS THE LARGEST DIAMETER PIPE COMING INTO THE FITTING w OR VALVE. — E. ALL ROAD —CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C5.2. F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER THE DETAILS ON SHEET C5.2. COORDINATE LOCATIONS z WITH PROJECT ENGINEER DURING CONSTRUCTION. I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL CONNECT TO THE TEN MILE CREEK SUBDIVISION No. 1 PUMP SYSTEM THAT WILL BE OWNED, MAINTAINED, AND OPERATED BY THE DEVELOPER. � 4P 59 LF 4P 59 LF 1-6 11.25 FLG X MJ ELBOW a•w 8S _ _ _ — _ — Top 4P 59 LF TOP 4P 59 LF N: 705757.07, E: 2443966.91 4P 63 LF PRESSURE IRRIGATION KEYNOTES — — — — — — — — — --- -----------�� �� III• 's g°g g•s a's a"s a"s as a"s 8"s a" 8"s 8"s 8"s a"s 8' S-8`s - INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C5.2. / 7 8.W r S INNOVATION LN _ a pq \\\ = 8. 8..w _ = g..W g W �J✓ 8"W eY 8'W 8"w r 8% b W 8"W 8"w x B..W 8•'W 8"W 8"W 8"W 8"W 8" 8 9 m / 6�°/ --- -- — / doi 6"PI B.,PI 6"PI d01 6"PI 6"PI 6"PI '.PI 6"PI d01 6 PI 6"PI 6"PI 6"PI 1-6' 1 1.25" FLG X MJ ELBOW / N: 704828.98, E: 2443906.49 $ 1-6" 90" MJ ELBOW 1-6" 22.5' MJ ELBOW 805' of 6" PVC—!N: 705778.71, E: 2443971.43 / / 4P z N. 704952.47, E. 2443959.06 z I 20I I / ' of 6" PVC -j / roq roA 10' of 6" PVC M 3P / 270' of 6" PVC 4P / I / / 1 —6" 22.5' FLG X MJ ELBOW 1-6' 1 1 .25' FLG X MJ ELBOW / N: 704706.97, E: 2444171.61 100' of 6" PVC 1-6" 45' MJ ELBOW c N: 704725.91, E: 2444268.46 40' of 6" PVC 5P 7P m, h 6'% w _ � I IA s/ �\ spy 9 \ 9GF sq 2� es � a \ �8 N —15 Cl V) / J / H 0 / OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE DEVELOPER. IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NMID IRRIGATION DISTRICT. IRRIGATION SECONDARY SOURCE: WELL d 2. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON —POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE IRRIGATION NOTE 3, SHEET CO.0. 3. INSTALL MARKER FOR FUTURE CONNECTION. 4. INSTALL 2" SERVICE PER DETAIL, SHEET C5.2. / 5. INSTALL DRAIN VALVE PER DETAIL, SHEET C5.2. x � 6. INSTALL AIR RELEASE VALVE PER DETAIL, SHEET C5.2. I. 7. ROTATE 6" TEE TO CONNECT NEW PIPE ON THE SOUTHERN SIDE. / / m / ® s \o / m ' �W �® O z z -j 0 O= za _NQ wo �0 2ia w m z i 0 Z) Q o N w LU w N z� �LLJ w a V 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 SHEET NO. C5.1 n i APPROVED NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE ADEQUATE VENTING. LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. FIBERGLASS VALVE BOX & COVER APPROVED METAL OR PLASTIC�1 - TAG WITH "NON -POTABLE ' WATER DO NOT DRINK" IS REQUIRED. CONNECT TO VALVE BOX WITH EYE BOLT AND WIRE TIE. a TRENCH �� 8 BACKFILL a < WATERMAN MODEL CR-100 AIR RELEASE VALVE (OR EQUAL) -- 1-1/2"0 SCH. 40 GALVANIZED IRON PIPE RISER G a IRRIGATION MAIN c. 1-1/2" BRANCH TEE SCALE: NONE MAIN LINE AIR RELEASE NTS NOTE: LOOP TRACER WIRE FROM MAIN LINE PIPE TO SERVICE BOX AND BACK ALONG SERVICE LINE PIPE. 4"0 THREADED CAP OR PLUG *NOTE: 1. 2'-6" MIN., 5'-0" MAX. IN UNPAVED AREAS WHERE THE LINE IS FREE DRAIN NG. 0 2. 3'-6" MIN., 5-0' a MAX. IN PAVED AREAS OR WHERE THE LINE IS NOT FREE DRAINING w 0 3. FINDER WIRE AND z IDENTIFICATION TAPE w REQ'D PER THE ISPWC DIVISION 900. MAIN LINE AC PAVEMENT BY OTHERS PAVED SURFACE SEE NOTE 1 BELOW �3/4" MINUS BASE, BY OTHERS �---PIT-RUN SUB -BASE, BY OTHERS TEMPORARY BACKFILL AS REQUIRED TO MAINTAIN `n 12" COVER OVER SLEEVE ------------ - —SUB GRADE ELEVATION, BY OTHERS, SEE NOTE 1 BELOW COORDINATE WITH PAVING \�� LPERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT CONTRACTOR FOR REMOVAL ____ __ SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. LOCATED ABOVE SUBGRADE MIN. 6" N FINDER TAPE O LOCATING WIRE (2) 3" CLASS 200 SIGNAL CONDUIT WITH 1/4" NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING COMPACTED TO 95% DENSITY. Zz�PIPE AND BELL MIN. 4" MIN. 6" SLEEVE SKIDS PER ISPWC SD 307. "N6." DIA. SEE SLEEVE SCHEDULE, THIS SHEET SEE FOR MATERIAL AND MINIMUM SIZE NOTE 5 NOTE SLEEVE SCHEDULE (INCHES) PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. 2" 2.83" 6" PVC C900 6.31" 3" 4.17" 6" PVC C900 6.31" 4" 5.36" 8" PVC C900 8.28" 6" 7.89" 10" PVC C900 10.16" NOTES: A. B. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND PIPE BELL. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. TYPICAL SLEEVED ROAD CROSSING NTS NOTES: 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD SUB -BASE, ROAD BASE AND PAVEMENT. 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL CROSS BELOW OTHER UTILITIES. 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. FINISH GRADE 4"0 PVC OR ABS PIPE VALVE BOX NOTCH 4"0 VALVE BOX OVER PIPE WITH J" MIN. CLEARANCE FROM PIPE SLOPE TO DRAIN 2"0 BRONZE CURB STOP FORD OR MUELLER, OR APPROVED EQUAL. TYPICAL 2" SERVICE NTS TEMPORARY CAP 2" CLASS 200 SOLVENT WELD PVC PIPE CARSON MODEL 910T COVER FINISHED SOD GRADE i FINISHED TOPSOIL GRADE 2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII TRACER WIRE LOOP ISOLATION VALVE PER ISPWC REQUIREMENTS IRRIGATION MAIN � 6" MIN. �I �YARIES, - 6" 12" MIN. MIN. `d ,MIN. STANDARD MANHOLE FRAME AND COVER 24"0 CONCRETE PIPE. LENGTH AS REQUIRED. 1-1/2"0 GALVANIZED IRON NIPPLE & 90' ELBOW MAIN BALL VALVE CURB STOP LINE V(MUELLER 300 OR EQUF 1-1/2"—�' TAPPING SADDLE —4�14 1-1/2"0 GALVANIZED 6" MIN. IRON PIPE _I I —III o 111 o0 0 0 O o0 -0 Doo O -_ =I I0000 0 0 0 00 00011111 =1 11 o°0 O ��O O 0�0 �0 OHO —III= IIII o O� 0 00 0 C 000 OI I I I I I I I 100� � 00 00 °O P0 III=IIIIIIIII1 III01 000 ID III1 I' -IIIIIIIIII—III- 12 CUBIC YARDS MINIMUM— IIIIIIIIIII III ;III I OR AS IREQUIRED._ RQCK,I ;III ,III DIG TO FREE DRAINING SOILS TYPICAL MAIN LINE DRAIN NTS LID TO READ: "NON -POTABLE WATER - FOR IRRIGATION ONLY" IN PERMANENT LETTERING CARSON MODEL 910 10" VALVE BOX 2" VALVE NUT _-�10" CLASS 125 PVC PIPE JOINT RESTRAINT REQUIRED UNI-FLANGE SERIES 1300 OR EQUAL NOTCH PVC BOX, BOTH SIDES #4 REBAR '--4" MIN. OF 3/4" MINUS GRAVEL UNDER 10" PVC PIPE THRUST BLOCK NOTE: 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. ISOLATION VALVE NTS a 0 r-I N 0 z z aJ d Q O O z Lu 0 Cn Q Lu z 0 o m z i (7 N C) d DC � � w W � � W _ N z� �N W F- Lu CV J a G ~ H Z) km 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 iHEET NO. C5.2 n l APPROVED KEYNOTES ® SHEET NOTES EXISTING GRADE 5' 1. INSTALL TEMPORARY RIP -RAP CHANNEL PER DETAIL THIS A. SEE SHEET C0.0 FOR GENERAL, ACHD, AND UTILITY 3 SHEET. FLOWLINE SHALL HAVE A MINIMUM SLOPE OF NOTES. PX 1 z 1 0% B. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC -�- T - STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. Mq 2. INSTALL TEMPORARY POND PER DETAIL THIS SHEET. SEE III- > O THIS SHEET FOR DIMENSIONS, ELEVATIONS, CAPACITY AND STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC 6" -12" DIA. COBBLE QQ INFILTRATION RATE. SIDE SLOPE SHALL BE 3:1. SAND RATED LIDS UNLESS OTHERWISE SPECIFIED. III �.-III �6 TYP.� WINDOW SHALL BE 5' X 5'. PROVIDE RIP -RAP TO BASE 3' MIN. OF POND. C. THE CONTRACTOR SHALL COMPLY WITH ALL THE ASTM C-33 SAND WINDOW. III 0 20 40 80 120 REQUIREMENTS FOR STORM WATER DISCHARGE SAND WINDOW TO BE TEMPORARY RIP -RAP CHANNEL ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES CONSTRUCTED. -III- NTS IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPPP PLAN PREPARED FOR THIS SITE, REGULAR SITE Plan Scale INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE "> SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN SEASONAL HIGH GROUNDWATER/BEDROCK THE NPDES GENERAL PERMIT. NOTES: D. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ENGINEER AND ACHD. WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION. E. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER TEMPORARY POND PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH SECTION 8018 OF THE ACHD DEVELOPMENT POLICY NTS MANUAL AND ISPWC SD-623. �.. � h------------{ _ I \ I \ _AI Ivl \ vl ICI \ � dl C7 z o TEMPORARY POND #5 O O O OO O \ Q TOP OF POND: 2573.67 MINIMUM �� O BOTTOM OF POND: 2567.23 Co INFILTRATION RATE: 1.00 IN/HR ZZF v VOLUME REQUIRED: 529 CF VOLUME PROVIDED: 2,152 CF Y P TEMPORARY POND #3 2 l 20' of 12" ®0.24% r 1 POND #1 O TOP OF POND: 2574.62 MINIMUM TEMPORARY 1 J BOTTOM OF POND: 2569.22 TOP OF POND: 2575.55 MINIMUM O dov INLET #5 O INFILTRATION RATE: 1.00 IN/HR BOTTOM OF POND: 2570.17 V RIM:2572.34 z VOLUME REQUIRED: 339 CF INFILTRATION RATE: 1.00 IN/HR SUMP:2567.34 VOLUME PROVIDED: 1,261 CF VOLUME REQUIRED: 409 CF INV OUT:2569.34 12" VOLUME PROVIDED: 1,299 CF \ \ Q100=0.40 CFS INLET #1 / do1 INLET #3 RIM:2575.82 RIM:2574.61 dot SUMP:2570.82 SUMP:2569.61 INV OUT:2572.82 12" s 1 INV OUT:2571.61 12" Q100=0.24 CFS INLET #6 \�B,S �� 20' of 12" ® 0.24% $ Q100=0.25 CFS 1 RIM:2572.34 �, \ SUMP:2567.34 \ \ � � � 20' of 12" ® 0.24% B,S P I INV O 100=9.9 12" _ -__- -_ _ ---- P ---- - --- - - - - - - - - - - - - - - - - - - - - - Q100=0.39 CFS 1 � a"s - _ - 20' of 12° ®0.24% a.S ' 8s� a'S a"S � a"s - -- -as� F s s �Ss S INNOVATION LN E V7-8a"w a"w a"w a' w a' 8°W 8`W 8"WE 8`W B,.W B..WB..W8"w8"w8„W __------_-_---- - - --- - --- --- _ _ --_ -_-_----__-_--_- __--_-_-W 8"W 6"PI 6"PI 6"'PI 6"'PI 6"PI 6"PI6"PI 6"PI 6"PI 6"PI 6'PI 6"PI 6"PI 6"PI 6"PI 6" P1 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI TEMPORARY POND #6 O 20' of 12" @ 0.24% dTOP OF POND: 2573.55 MINIMUM INLET #4 20' of 12" 0.24% 1INLET #2 RIM:2575.82 BOTTOM OF POND: 2567.31 RIM:2574.61 SUMP:2570.82 $, INFILTRATION RATE: 1.00 IN/HR SUMP:2569.61 Z INV OUT:2572.82 12" / VOLUME REQUIRED: 526 CF INV OUT:24 CFS 12" Q100=0.24 CFS VOLUME PROVIDED: 2,068 CF T Q100=0.24 CFS �To w L 2 TEMPORARY POND #2 O TEMPORARY POND #4 O TOP OF POND: 2575.67 MINIMUM � / TOP OF POND: 2574.80 MINIMUM BOTTOM OF POND: 2570.21 BOTTOM OF POND: 2570.02 INFILTRATION RATE: 1.00 IN/HR INFILTRATION RATE: 1.00 IN/HR VOLUME REQUIRED: 406 CF / VOLUME REQUIRED: 339 CF VOLUME PROVIDED: 1,268 CF VOLUME PROVIDED: 755 CF / / m / / / m / a 0 r_1 N 0 Z z az z p a g _0 _N Q Lu Lu i c w CIOZ O[ N C)cr_ I L N 5 W w w L Q r Z z w a CV �_ o G km 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: NTM DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 PROJECT: 21-172 SHEET NO. C6.1 Plat of TM Center Subdivision No. 1 A portion of the West 1/2 of the Northwest 1/4 of Section 14, Township 3 North, Range 1 West, B.M., City of Meridian, Ada County, Idaho 2022 WEST 1/4 CORNER SECTION 14 FOUND ALUMINUM CAP PER --4 CP&F No. 111022595 BASIS OF BEARING ...... ....._........... .N00°33'33^E....2658:39'. ......._.. ............_ ............. ._...._.._.. _...._.. - - - _ _ S. Ten Mile Rd. Nnn•zz'zz"r stag Al' S87'59'47"E 82.80'- Ln too h C 0.0 >" f0 3 CU L � � 7 � Y L • 2 REFERENCES z 0 60 120 180 Plan Scale: 1" = 60, NORTH 1/16 CORNER SECTIONS 14 & 15 FOUND ALUMINUM CAP PER CP&F No 2019-018779 1329.19' - - - S89'10'27" 39.29' (TIE) 199.94' 108.56' 108.56' 161.26' 175.69' - - - - - -1 14.41'. L • - • L4 oL1 LANDSCAPE BUFFER EASEMENT LANDSCAPE BUFFER • EASEMENT POINT OF BEGINNING \ o \ \ a; 3 \\ O N N \ U OO O O O O O 00 Z \ \ Oo BLOCK 1 M 0 \ I N7 M M M N00'33'33"E ^ 3 O 3 OS N N N z O 208.89' I N N N N � S00'33'33"W NNEO�E I 00 00 z m 18.02' 2 RP6�`'fM 1 Z o- w o o D n N U N Q n (D Ld K U ` Ln U N \ \ w W N \ \ W (D \ \ 4 • ?3 Z O N 3 B Ss,F � a � N 000 z � 2? -------- ------------- - \ \ \ C3 • 108.56' 108.56' 161.26' 193.71' 132.05' LINE TABLE LINE BEARING DISTANCE L1 N3'39'37"E 14.52 L2 S12'44'36"W 14.70 L3 S86'44'02"E 13.12 L4 N3'39'37"E 21.86 R1. RECORD OF SURVEY No. 8353, RECORDS OF ADA COUNTY, IDAHO. R2. PLAT OF TM CREEK SUBDIVISION No. 1, BOOK 110 OF PLATS A PAGES 15663-15666, RECORDS OF ADA COUNTY, IDAHO. R3. PLAT OF TM CREEK SUBDIVISION No. 3, BOOK 116 OF PLATS AT PAGES 17469-17473, RECORDS OF ADA COUNTY, IDAHO. R4. PLAT OF TM CROSSING SUBDIVISION No. 5, BOOK 1-- OF PLATS AT PAGES -----------, RECORDS OF ADA COUNTY, IDAHO. SURVEY NARRATIVE THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. POINT OF COMMENCEMENT NORTHWEST CORNER SECTION 14 FOUND BRASS CAP PER CP&F No. 110073397 15 10 E 1329.20" 14 11 s �6 V A o- 2� G, c0 \ Q \ f° Nt \ • U \ n i I i • N86'40'15"W i 73.07' /I S00'33'33"W 734.55' C2 • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / I Unplatted NAMPA l i IN RUD/SMI N7- , 20EV � /Q4 ION l I CURVE TABLE 18 `PER 008346 - --11 / I CURVE RADIUS LENGTH DELTA CHORD BRG CHORD C1 199.99' 92.42' 26'28'40" N80'05'03"E 91.60' C2 300.00' 50.59' 9'39'41" S5'23'23"W 50.53' C3 200.00' 80.48' 23'03'23" S12'05'15"W 79.94' C4 200.00' 37.95' 10'52'21" S18'1O'46"W 37.89' C5 1057.03' 198.15' 10*44'27" N8237'32"W 197.86' C6 1057.03' 101.32' 5'29'31" N80'00'05"W 101.28' C7 1057.03' 96.83' 5'14'56" N85'22'18"W 96.80' SHEETINDEX SHEET 1 - OVERALL SUBDIVISION PLAT SHEET 2 - CERTIFICATE OF OWNERS AND NOTES SHEET 3 - CERTIFICATES AND APPROVALS LEGEND N10'13'14"E 38.31' ® FOUND ALUMINUM CAP, AS NOTED FOUND BRASS CAP, AS NOTED O FOUND 5/8-INCH REBAR MARKED "PLS 8961" UNLESS NOTED OTHERWISE SET 5/8-INCH REBAR WITH PLASTIC CAP O MARKED "ALB 12459" SET 1/2-INCH REBAR WITH PLASTIC CAP • MARKED "ALB 12459" A, CALCULATED POINT 7O LOT NUMBER SUBDIVISION BOUNDARY LINE LOT LINE - - - SECTION LINE ADJACENT BOUNDARY LINE - - - - - - - - - - PAq PUFN.IT I IKIP pL LAND 12459 s� 9TP OF �0 L . 8 Pk lam E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com APPROVED-J Plat of TM Center Subdivision No. 1 CERTIFICATE OF OWNERS KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. A PARCEL OF LAND BEING A PORTION OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH RANGE 1 WEST, B.M., ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A BRASS CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 14, WHICH BEARS N00'33'33"E A DISTANCE OF 2,658.39 FEET FROM AN ALUMINUM CAP MARKING THE WEST 1/4 CORNER OF SAID SECTION 14, THENCE FOLLOWING THE WESTERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 14, S00'33'33"W A DISTANCE OF 1,329.20 FEET TO A FOUND ALUMINUM CAP MARKING THE NORTH 1/16 CORNER OF SECTIONS 14 AND 15; THENCE LEAVING SAID WESTERLY LINE, S89'10'27"E A DISTANCE OF 39.29 FEET TO A FOUND 5/8-INCH REBAR ON THE EASTERLY RIGHT-OF-WAY LINE OF S. TEN MILE RD. AND BEING THE POINT OF BEGINNING. THENCE FOLLOWING SAID EASTERLY RIGHT-OF-WAY LINE, NO3'39'37"E A DISTANCE OF 14.52 FEET TO A SET 5/8-INCH REBAR ON THE SOUTHERLY BOUNDARY LINE OF TM CREEK SUBDIVISION NO. 1 (BOOK 110, PAGE 15663 OF PLATS, RECORDS OF ADA COUNTY, IDAHO); THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE AND FOLLOWING THE SOUTHERLY BOUNDARY LINE OF SAID TM CREEK SUBDIVISION NO. 1, THE FOLLOWING THREE (3) COURSES: 1. N66'50'14"E A DISTANCE OF 186.29 FEET TO A SET 5/8-INCH REBAR; 2. 92.42 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 199.99 FEET, A DELTA ANGLE OF 26'28'40", A CHORD BEARING OF N80'05'03"E AND A CHORD DISTANCE OF 91.60 FEET TO A SET 5/8-INCH REBAR; 3. S86'40'15"E A DISTANCE OF 73.07 FEET TO A SET 5/8-INCH REBAR; THENCE LEAVING SAID SOUTHERLY SUBDIVISION BOUNDARY LINE, S10'13'14"W A DISTANCE OF 38.31 FEET TO A SET 5/8-INCH REBAR; THENCE 50.59 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 300.00 FEET, A DELTA ANGLE OF 09'39'41 A CHORD BEARING OF S05'23'23"W AND A CHORD DISTANCE OF 50.53 FEET TO A SET 5/8-INCH REBAR; THENCE S00'33'33"W A DISTANCE OF 734.55 FEET TO A SET 5/8-INCH REBAR; THENCE 80.48 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 200.00 FEET, A DELTA ANGLE OF 23'03'23 A CHORD BEARING OF S12-05'15"W AND A CHORD DISTANCE OF 79.94 FEET TO A SET 5/8-INCH REBAR; THENCE S23'36'56" W A DISTANCE OF 72.03 FEET TO A SET 5/8-INCH REBAR; THENCE 37.95 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 200.00 FEET, A DELTA ANGLE OF 10'52'21", A CHORD BEARING OF S18'10'46"W AND A CHORD DISTANCE OF 37.89 FEET TO A SET 5/8-INCH REBAR; THENCE S12'44'36"W A DISTANCE OF 14.70 FEET TO A SET 5/8-INCH REBAR ON THE NORTHERLY RIGHT-OF-WAY LINE OF S. VANGUARD WAY; THENCE FOLLOWING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING TWO (2) COURSES: 1. 198.15 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,057.03 FEET, A DELTA ANGLE OF 10'44'27", A CHORD BEARING OF N82'37'32"W AND A CHORD DISTANCE OF 197.86 FEET TO A SET 5/8-INCH REBAR; 2. N87'59'47"W A DISTANCE OF 82.80 FEET TO A SET 5/8-INCH REBAR ON THE EASTERLY RIGHT-OF-WAY LINE OF S. TEN MILE RD.; THENCE FOLLOWING SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING THREE (3) COURSES: 1. N00'33'33"E A DISTANCE OF 868.41 FEET TO A SET 5/8-INCH REBAR; 2. S8644'02"EA DISTANCE OF 13.12 FEET TO A SET 5/8-INCH REBAR; 3. NO3'39'37"E A DISTANCE OF 21.86 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 8.347 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS SHOWN ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. ROBERT L. PHILLIPS, PRESIDENT BRIGHTON CORPORATION WHICH IS MANAGER OF DWT INVESTMENTS, LLC (33.33% OWNER LOTS 9, 10 AND 11, BLOCK 1) CORTNEY LIDDIARD, PRESIDENT BV MANAGEMENT SERVICES, INC. WHICH IS MANAGER OF BVB TEN MILE CROSSING ANNEX, LLC (33.33% OWNER LOTS 9, 10 AND 11, BLOCK 1) ACKNOWLEDGMENT STATE OF IDAHO ) 3 SS ADA COUNTY THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2022, BY ROBERT L. PHILLIPS, AS PRESIDENT OF BRIGHTON CORPORATION WHICH IS MANAGER OF DWT INVESTMENTS, LLC. SIGNATURE OF NOTARY PUBLIC MY COMMISSION EXPIRES ADA COUNTY j SS THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON , 2022, BY CORTNEY LIDDIARD, AS PRESIDENT OF BV MANAGEMENT SERVICES, INC. WHICH IS MANAGER OF BVB TEN MILE CROSSING ANNEX, LLC. SIGNATURE OF NOTARY PUBLIC MY COMMISSION NOTES 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION. 3. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA & MERIDIAN IRRIGATION DISTRICT. 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A I NUSANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUSANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF". 5. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS -OF -WAY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, PROPERTY IRRIGATION AND PROPERTY DRAINAGE. PROPERTY IRRIGATION AND PROPERTY DRAINAGE EASEMENTS ARE RESERVED FOR THE OPERATOR, SCS BRIGHTON INC. OR ASSIGNS. 6. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF MERIDIAN. 7. THE LOTS WITHIN THIS SUBDIVISION, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS TO BE FILED IN ADA COUNTY RECORDS, AND MAY BE AMENDED FROM TIME TO TIME. 8. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 9. DIRECT LOT OR PARCEL ACCESS TO S. TEN MILE RD. IS PROHIBITED EXCEPT FOR THOSE ACCESS POINTS APPROVED BY THE CITY OF MERIDIAN AND ADA COUNTY HIGHWAY DISTRICT. 10. THIS SUBDIVISION IS SUBJECT TO A LANDSCAPE STREET BUFFER EASEMENT WHICH THE LANDSCAPING WILL BE MAINTAINED BY THE OPERATOR OR ASSIGNS. STREET BUFFERS SHALL BE MEASURED FROM BACK OF CURB AS SET FORTH IN UDC 11-313-7C.1a(2). SEE SHEET 1 FOR LOCATION AND DIMENSION. 11. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE MAINTAINED BY THE OPERATOR. 12. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH THE NAMPA & MERIDIAN IRRIGATION DISTRICT FOR IRRIGATION AS RECORDED IN INSTRUMENT No. 2020-075834 AND 2020-159171, OF ADA COUNTY RECORDS. 13. THIS PLAT IS SUBJECT TO AN ACHD LICENSE AGREEMENT PER INSTRUMENT No. 202------ _. CERTIFICATE OF SURVEYOR I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF TM CENTER SUBDIVISION No. 1 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. AARON L. BALLARD, P.L.S. 12459 G1 LAN 9P 12459 A sr �o 99 9lf OF �Op QO �0N L. B t.2 km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com Plat of TM Center Subdivision No. 1 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF , 20 PRESIDENT ADA COUNTY HIGHWAY DISTRICT APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20— BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CITY ENGINEER APPROVAL OF MERIDIAN CITY I, 1 CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , A.D. 20— THIS PLAT WAS DULY ACCEPTED AND APPROVED. MERIDIAN CITY CLERK CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ADA COUNTY SURVEYOR HEALTH CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. HEALTH OFFICER CERTIFICATE OF ADA COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. COUNTY TREASURER CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO ) ADA COUNTY 3 SS 1 HEREBY CERTIFY THAT THIS PLAT OF TM CENTER SUBDIVISION No. 1 WAS FILED AT THE REQUEST OF AT MINUTES PAST O'CLOCK .M., THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS BOOK OF PLATS AT PAGES THRU INSTRUMENT NUMBER DEPUTY FEE: EX—OFFICIO RECORDER h311 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com / • 2 � • 7iC%22 JOB NO. 21-172 Sheet 3 of 3