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CC - Construction Drawings CITY OF MERIDIAN GENERAL NOTES KM STANDARD PROJECT NOTES VICINITY MAP GENERAL CONSTRUCTION GENERAL �SS\rjWAL ENG, 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR p� F (PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC 1. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE V �! AND ANY SHALL DEEM ) AND CITY OF STANDARDS OR DESIGN TANARSPECIFICATIONS.. THE MORE STRINGENT OF ANY OF THESE ENGINEER CONSTRU AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF d W FRANKLIN RD 10821 1 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE TM CENTERSUBDIVISION NO , 1IL N / /2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS �n 1 21 22 0 ) SAFETY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE Al ON SITE ITAC OR READILY T01 A CURRENIBLE AT COPYALL OF TIMES DURING IDARD CONSTRUCTION TIOSON(AVAILABLE ITEON THE COULD BEBSGROUNDSURE FORT� STOP RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND PROJECT SITEL �FGgrF of �1 P WORK ORDER UNTIL THE SITUATION IS RESOLVED. AROUND THE CONSTRUCTION AREA. /N P. MC�P� 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT 3. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE APPROVED PLANS, MERIDIAN IDAHO ALL TIMES. SPECIFICATIONS, SOILS REPORT AND APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE 4. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND Digitally signed by Kevin PRIOR TO START OF WORK. PROTECTED DURING CONSTRUCTION. � McCarthy, PE 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT ISPWC Z Date: 2022.01.21 REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN, ACHD, ITD, AND THE H 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. fu a 0 50 100 200 300 14:15:39 07 00 CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE INTERSTATE 84 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE I Plan Scale F 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 STORM WATER POLLUTION PREVENTION PLAN. �� o GENERAL CONSTRUCTION NOTE NO. 1. 7. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. SHEET INDEX 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC g WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE 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 APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE I y CO.0 COVER AND NOTES DEQ/QLPE APPROVED CONSTRUCTION PLANS. BASE (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE - - - - C0.1 EXISTING CONDITIONS AND DEMOLITION PLAN 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. - - - - - - - - - 7 7 J C1.1 SITE PLAN cn � � 9. ALL CONTRACTORS WORKING WITHIN EXISTING ITD PUBLIC ROAD RIGHT-OF-WAY ARE z 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL REQUIRED TO SUBMIT A TRAFFIC CONTROL PLAN AT LEAST TWENTY-FOUR (24) HOURS I C2.1 ROADWAY IMPROVEMENT PLAN 0 PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT PRIOR TO ANY CONSTRUCTION. cn LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 10. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE C3.1 SEWER PLAN AND PROFILE w ROADWAY PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING I I C4.1 WATER PLAN 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY AGENCIES. THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE ENGINEER OR CONSTRUCTION PERMIT FROM ACHD OR ITD THE CURRENT SET OF APPROVED PLANS.AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. PROJECT INSPECTOR PRIOR CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT z C5.1 PRESSURE IRRIGATION PLAN I z � 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE GRADING _ _ _ _ O C5.2 PRESSURE IRRIGATION DETAILS PIPE ZONE. 11. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, I j I C6.1 DRAINAGE PLAN WATER DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 I O OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE z 3. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC GEOTECHNICAL ENGINEERING REPORT. z DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN cn GENERAL CONSTRUCTION NOTE NO. 1. 12. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF I I I LEGEND ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM IN THE GEOTECHNICAL CONSULTANT. ALL WASTE MATERIAL SHALL BE REMOVED FROM I FOUND BRASS CAP �z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, SITE SHALL BE PROOF-ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL TO ENSURE FOUND ALUMINUM CAP THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC STABILITY OF SUBGRADE. A REPRESENTATIVE OF GEOTECHNICAL CONSULTANT SHALL DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND COMPACTION OF STRUCTURAL QO FOUND 5/8 INCH REBAR 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS FILL. SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 13. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT. O FOUND 1/2 INCH REBAR 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 14. TOPSOIL AND OTHER STOCKPILE OWNER BEFORE THE START CONSTRUCTION.AREAS TO BE COORDINATED BETWEEN CONTRACTOR AND W COBALT DR \ CALCULATED POINT (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). S� SEWER MANHOLE 6. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 15. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. []0o 1.�AEG STORM DRAIN MANHOLE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). /G 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM �e -E AEG_ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS EG �� EGA EG _ ®® STORM DRAIN CATCH BASIN AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE MORE RESTRICTIVE. PUBLIC WORKS INSPECTOR FIRE HYDRANT NEp UTILITY E� / / / � � � �� � wv SEWER / / ATERq(�Ec WATER VALVE 17. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATEEG Q 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING - - - - - - - - \ f - r � � 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WATER METER O7 I G - WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO I �\ EG sz-� SIGNAL POLE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM EXISTING UNDERGROUND UTILITIES. I EG \ DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER I I I Ec ;O- LIGHT POLE MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 18. EXISTING OVERHEAD POWER LINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO I I I I \ THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH / m ELECTRIC BOX DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. I I I TRANSFORMER 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS 19. INSTALL CONCRETE COLLARS PER ISPWC SD-616 AROUND ALL RIMS, GRATES, AND SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE (� METERS WITHIN ASPHALT. GAS MARKER WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE z CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS DRAINAGE I I I OT TELEPHONE MANHOLE Q (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 20. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY AN µ I z I O J 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE AUTHORIZED REPRESENTATIVE OF THE CONTROLLING GOVERNMENTAL AGENCY SHALL BE ( I I I ❑T TELEPHONE/FIBER OPTIC RISER Z CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). USED BY THE PROJECT CONTRACTOR(S). I - - - - - - - IRR ® Z PRESSURIZED IRRIGATION 21. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY w O Q IRRIGATION VALVE O APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING _Lu I z SIGN O = W 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE BEING CONSTRUCTED. THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE w z I N I - - BOUNDARY LINE 0 5 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH L 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND f- � - THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE N I INTERIOR PARCEL LINE - W ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE (342-1585) FOR 0 > UJ UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO DIGGING. I I - - ADJACENT PROPERTY LINE CO Z O > DRAINAGE 22. ANY PLAN CHANGES REQUIRES APPROVAL BY THE DESIGN ENGINEER, THE CITY OF BLOCK 1 - Q O ROAD CENTERLINE U AND ACHD IF DRAINAGE IMPROVEMENTS ARE WITHIN THE RIGHT-OF-WAY. _ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. MERIDIAN, � � � (/') 0 � FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION 23. THE CONTRACTOR SHALL CONTACT ACHD FOR INSPECTION OF ALL PUBLIC STORM - - - SECTION LINE AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES S WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. DRAINAGE FACILITIES (PRIOR TO PLACEMENT OF FILTER FABRIC) 24 HOURS MINIMUM O - - - - - - - - - - - EASEMENT LINEADVAN w STORMCED WATERTICE. ENGINEER AND DRANAGEOF RECORD FACILITIIES. FORIIRED TO IMPROVEEMINSPECT ALL ENTS IN RIGHT-OF-WAYO RIVATE }: I I I W J a CONTRACTOR SHALL CONTACT ACHD A MINIMUM OF 24 HOURS PRIOR TO DOING WORK. I I I _ - I- _ - - I - - S S S SANITARY SEWER LINE Z 24. ALL STORM DRAIN PIPE SHALL BE ASTM D3034, SDR 35, OR APPROVED EQUAL, OR AS I I so so STORM DRAIN LINE W o OTHERWISE INDICATED HERE ON. U W 25. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO I I w w WATER LINE 5 z E ADA NOTES AS NOT TO CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OR OTHER REQUIRED -GI-GI GRAVITY IRRIGATION LINE W STREET IMPROVEMENTS. 9 1. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL MEET THE FOLLOWING SLOPE REQUIREMENTS LIST BELOW. CONTRACTOR 4 I I P P P UNDERGROUND POWER LINE w WILL BE REQUIRED TO REPLACE/REAPIAR ANY IMPROVEMENTS NOT MEETING THESE CRITERIA AT HIS OWN COST. STRIPING, PAVING AND CURBING NOTES w I op-op- OVERHEAD POWER LINE SIDEWALKS AND ACCESSIBLE ROUTES 1. ALL ON-SITE ASPHALT DRIVEWAY AREAS SHALL BE HEAVY DUTY PAVEMENT SECTION. c c c GAS LINE -2% MAXIMUM CROSS SLOPE o -5% MAXIMUM RUNNING SLOPE 2. ALL ONSITE PARKING AREAS SHALL BE LIGHT DUTY PAVEMENT SECTION. I T T T TELEPHONE/FIBER OPTIC LINE a ADA PARKING AREAS AND LANDINGS 3. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS COVERING A REASONABLE t'' I O P P PRESSURE IRRIGATION -2% MAXIMUM SLOPE ANY DIRECTION DISTANCE BETWEEN THE VARIOUS CURB TYPES AND AS NECESSARY TO MAINTAIN ADA COMPLIANCE FOR ALL PEDESTRIAN RAMPS. I - - - - EP EP EDGE OF PAVEMENT w RAMPS 4. ALL ASPHALT STRIPING SHALL BE PAINTED "WHITE" WITH 4" WIDE STROKES AND PER I I \ EG EG EDGE OF GRAVEL -2% MAXIMUM CROSS SLOPE ISPWC SECTION 1104. z -8.33% (1:12) MAXIMUM RUNNING SLOPE I I x x x FENCE LINE Q Z 2. ALL TRUNCATED DOME PANELS TO BE "YELLOW". r ° CONCRETE CONTACT INFORMATION 3. ALL ADA SIGNAGE AND STRIPING SHALL MEET THE MINIMUM REQUIREMENTS OF THE MOST CURRENT EDITIONS OF THE ADA, I O / ASPHALT o MUTCD, AND THE ISPWC. ENGINEER OWNER KM ENGINEERING, LLP BRIGHTON DEVELOPMENT INC. 5725 N DISCOVERY WAY 12601 W. EXPLORER DR, STE. 200 a BOISE, IDAHO 83713 BOISE, IDAHO 83713 PHONE: (208) 639-6939 PHONE: (208)378-4000 o FAX: (208) 639-6930 FAX: (208)377-8962 CONTACT: NATAHAN MILLER, E.I.T. SURVEY INFORMATION KEVIN MCCARTHY, P.E. P Email: nmiller®kmengllp.com DIGLINE, INC 1. THE NAVD 88 VERTICAL DATUM WAS UTILIZED TO COMPLETE THE SURVEY FOR THIS SITE. kevin®kmengllp.com (208) 342-1585 I S VANGUARD WAY / E3 E N G I N E E R I N G - - 5725 NORTH DISCOVERY WAY o BOISE, IDAHO 83713 - \ PHONE(208)639-6939 Z kmengllp.com D DESIGN BY: NTM DRAWN BY: NTM a z CHECKED BY: KPM DATE: 1/21/22 Y PROJECT: 21-172 z Z SHEET NO. w Y Y v SHEET LEGEND KM STANDARD DEMO NOTES 1. COORDINATE ANY GRAVITY IRRIGATION DITCH Sg\ANAL Eqr�, [11;7] PROJECT AREA DEMOLITION AND STRUCTURE REMOVAL WITH LOCAL I / IRRIGATION DISTRICT PRIOR TO COMMENCING CONSTRUCTION. — — —— — — SAWCUT LINE 2. COORDINATE ANY GAS LINE AND STRUCTURE 10821 REMOVAL WITH LOCAL GAS COMPANIES PRIOR s> 1/ 1/22 0 TO COMMENCING CONSTRUCTION. OF 3. ALL WORK SHALL BE DONE IN ACCORDANCE /N p MCCP� 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 do dodo Plan Scale SHOWN IN AN APPROXIMATE WAY ONLY. THE F PRESERVE AND PROTECT d CONTRACTOR SHALL COMPLY WITH IDAHO 0 EXISTING CONCRETE SIDEWALK REMOVE EXISTING ASPHALT CODE, CHAPTER 22, TITLE 55 REGARDING SIDEWALK UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL PRESERVE AND / CONTACT THE APPROPRIATE UTILITY COMPANIES S TEN MILE RD PROTECT ALL ti OR DIGLINE (1-800-342-1585) FOR EXACT d EXISTING UTILITY PRESERVE AND o LOCATION A MINIMUM OF 48 HOURS PRIOR TO REMOVE EXISTING ASPHALT LINES LOCATED IN PROTECT EXISTING _x SIDEWALK TEN MILE RD CONCRETE SIDEWALK ? DIGGING. Cr 5. UTILITIES ON THIS PLAN ARE BASED UPON A _ d3 d3 12"S 12"S 12"s 12"S 12"s 12"s 12"S 12"s SURVEY CONDUCTED BY KM ENGINEERING, x G G G d d3 d3 d d 12"w — — — — — — — — — o — RECORD DRAWINGS, AND FACILITY MAPS. KM z G� G c d 12 w 12"w 12"w 12"w 12"w 1' ENGINEERING MAKES NO GUARANTEE THAT THE O UNDERGROUND UTILITIES SHOWN COMPRISE G I G — ALL UTILITIES IN THE AREA, EITHER IN cn 2 G c SERVICE OR ABANDONED. FURTHER, KM > x G G REMOVE EXISTING FENCE W ENGNEERING T WARRANT T THE PRESERVE AND PROTECT G G G G G UNDIERGROUND DOES OES SHOWN ARE AIN THE EXISTING GAS LINE G G EXACT LOCATION INDICATED AND HAS NOT PRESERVE AND PROTECT PHYSICALLY LOCATED THE UNDERGROUND PRESERVE AND PROTECT EXISTING GAS LINE UTILITIES. THE CONTRACTOR SHALL TAKE EXISTING GAS LINE \ EVERY PRECAUTION TO PRESERVE AND \ I. — _ PROTECT EXISTING FACILITIES NOT SCHEDULED PRESERVE AND � FOR REMOVAL AND COORDINATE WITH THE PROTECT EXISTING \ PROJECT ENGINEER IF UNEXPECTED FACILITIES CONCRETE SIDEWALK I \ `� � ARE ENCOUNTERED. I PRESERVE AND PROTECTS n 6. THE CONTRACTOR IS RESPONSIBLE FOR EXISTING UNDERGROUND O COORDINATING DEMOLITION WITH THE KENNEDY LATERAL °' APPROPRIATE PHASE OF CONSTRUCTION. \ El z I11\ 7. ALL DEMOLISHED DEBRIS MUST BE PRESERVE AND PROTECT EXISTING \ I COMPLETELY REMOVED FROM THE SITE. I PRESSURE IRRIGATION REMOVAL OF EXISTING CONSTRUCTION DEBRIS I LINE ANDI STRUCTURES \\ m ❑� CONTINUEco MUST O EXPOSE NATIVE, "GI 12" UNDISTURBED GRANULARSOI SOILS. SUITABLE NATIVE SOILS INCLUDE GW, GP, GM, SW, SP, \ SM IN ACCORDANCE WITH THE UNIFIED SOIL v CLASSIFICATION SYSTEM (USCS). CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDED PRESERVE AND PROTECT \� CONSTRUCTION CONSIDERATIONS, AS EXISTING ACCESS ROAD 2 CONTAINED IN THE PROJECT GEOTECHNICAL — — — — ENGINEERING REPORT, PREPARED BY �-� MATERIALS TESTING AND INSPECTION, INC. 8. AFTER REMOVAL OF ALL DEBRIS, THE PRESERVE AND '9` EXPOSED, EXCAVATED AREA SHALL BE PROTECT EXISTING 1 INSPECTED BY THE MATERIALS TESTING & CURB AND I PRESERVE AND INSPECTION CONSULTANT TO VERIFY GUTTER PROTECT EXISTING CONCRETE SIDEWALK SUITABILITY OF SUBGRADE FOR PLACEMENT w SAWCUT MINIMUM OF 0 OF STRUCTURAL FILL. THE EXPOSED / Iy 2' INTO EXISTING N SUBGRADE MUST BE IN A COMPACT, FIRM PAVEMENT AND STABLE CONDITION PRIOR TO FILL m co PLACEMENT. THIS WILL BE CONFIRMED BY REMOVE EXISTING WATER BLOW—OFF. PRESERVE AND I PROOF—ROLLING THE SUBGRADE IN A MANNER SEE SHEET C4.1 FOR WATER EXTENSION. /PROTECT EXISTING rt ACCEPTABLE TO THE TESTING AND I/ / CU GU TIER INSPECTION CONSULTANT. Z SAWCUT MINIMUM OF 00 2' INTO EXISTING I ( " Q 9. CONTRACTOR SHALL BE RESPONSIBLE FOR rI PRESERVE AND PAVEMENT m ::Eo DISPOSING OF ALL DEMOLISHED MATERIALS AT Z / PROTECT EXISTING 12" D o AN APPROVED OFF—SITE LOCATION. THE O Q Z WATER PIPE CONTRACTOR SHALL ASSUME RESPONSIBILITY / REMOVE EXISTING WATER BLOW—OFF. I J Q SEE SHEET C4.1 FOR WATER EXTENSION. a N FOR THESE MATERIALS AFTER REMOVAL FROM z PRESERVE AND ci THE SITE. PROTECT EXISTING a _ — CURB PRESERVE AND / GUTTER AND 10. CONTRACTOR IS RESPONSIBLE FOR SECURING O O z O PROTECT EXISTING / PRESERVE AND — AND PAYING FOR ALL PERMITS REQUIRED BY - = w CONCRETE SIDEWALK PROTECT EXISTING = ANY POLITICAL SUBDIVISION OR AGENCY. �l w WATER PIPE N Q Q 1 / 8"w 11. CONTRACTOR SHALL BE REQUIRED TO > _ PRESERVE AND I —8"w PROVIDE A WATER TRUCK, AS NECESSARY, w z E is_ PROTECT GZ IND ° FOR DUST ABATEMENT DURING DEMOLITION 0 z IRB A GUTTER / / zt zt AND REMOVAL OPERATIONS. COZ O Q — — — Td — — Td, — — Q (n Cb 12. CONTRACTOR SHALL CONDUCT CONSTRUCTION I•J� z PRESERVE AND PROTECT 0/ / / OPERATIONS TO PREVENT ANY SOIL OR (n c— O EXISTING UNDERGROUND OBJECTIONABLE MATERIAL RUNOFF FROM X / = I I KENNEDY LATERAL / / / LEAVING THE SITE, OR ENTERING THE PUBLIC w _ ~ N / a RIGHTS—OF—WAY. W 13. CONTRACTOR SHALL REMOVE ORGANIC OR z Q O a / / DISTURBED SOILS WITHIN CLEARING LIMITS L u U E / cro w 0�o SHOWN ON THE CONSTRUCTION PLANS, AND U L u Vr ADDITIONAL DEPTHS MAY BE NECESSARY TO / / � u? ,/ / WASTED OR STOCKPILED FOR LATER USE. Z OBTAIN SUITABLE SUBGRADE MATERIALS AS W DETERMINED BY THE GEOTECHNICAL / C� C 1 CONSULTANT. X w / r, 14. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL AND a / co co ° / BE PLACED. CONTRACTOR SHALL STOCKPILE o VEGETATION WHERE STRUCTURAL FILL IS TO MATERIAL IN DESIGNATED ON—SITE SPOIL PILE LOCATION FOR LANDSCAPING. MATERIAL IN EXCESS OF THE LANDSCAPING NEEDS SHALL w / m e/ BE DISPOSED OF IN AN APPROVED OFF—SITE ,S„ I O LOCATION. z = PRESERVE AND PROTECT EXISTING GRAVITY 8 ® 8° S�O z IRRIGATION LINE / / co / t9 �: ssrn 0 w _ / Qj r w I I / Cb cn' — I / co N C / JJJ a REMOVE EXISTING SEWER CLEANOUT. EXTEND SEWER LINE / a, o AS SHOWN ON SHEET C3.1. D / m ROTATE EXISTING PRESSURE I ° o IRRIGATION TEE AS SHOWN ON01 a' o SHEET C5.1. I ca N P sA\ N / I � U1 0) E3 Cb 8w E N G I N E E R I N G — — — — _ � � — � / 0) �® 5725 NORTH DISCOVERY WAY rn I �— \ / / �` BOISE, IDAHO 83713 q \ PHONE(208)639-6939 'iv kmengllp.com D _ — _ _ DESIGN BY: NTM 00 DRAWN BY: NTM cl CHECKED BY: KPM w DATE: 1/21/22 N-z I \ 8'S etc o / I PROJECT: 21-172 w Z �8s SHEET NO. 00 Co. 1 Y v SHEET LEGEND SS�pNAL r4, z a NEW CONCRETE PAVEMENT V\: V 1082121 NEW ASPHALT PAVEMENT s>g1/21/22 0 �FG lF OF \pP Al 0 25 50 100 150 /N P. MCCP� Plan Scale KEYNOTES dO—dG do 1. 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701. 2. INSTALL 10' SIDEWALK PER ISPWC SD-709. S TEN MILE RD 3. SITE LIGHTING (TYP.). 3 4. PROPOSED FIRE HYDRANT 3' BEHIND TBC. W 2 5. MAINTAIN 5% MAX LONGITUDINAL SLOPE AND 2% MAX ¢o CROSS SLOPE FOR SIDEWALK CONNECTION PER ADA. 2 3 3 rj INSTALL TRUNCATED DOMES PAINTED "YELLOW" PER 3 — — — — — — — — — �_ ' 12"s 12"s 12"s 1z"s 12"s 12"s € 12"s 1 "s ISPWC SD-712. TRUNCATED DOMES SHALL BE CAST — — — — — — — — _ INTO CONCRETE (STAMPED CONCRETE AND ADHESIVE —G G G " G G i 1 „W—12„W — — — — — — — MATS NOT ALLOWED). — G G G G G G ` ~' '' 1 i 12"W 12"W 12"W00 1: " 6. INSTALL "STOP" SIGN (R1-1). SIGN SHALL NOT BE I G G G G G INSTALLED UNTIL PATHWAY HAS BEEN CONSTRUCTED FOR I � G G G c G G - - - - - - •�' THIS PROJECT. I PI SERVICE AND ARV/DRAIN G G_G-G_G G m G G 7. INSTALL PEDESTRIAN CROSSING. STRIPING SHALL BE 10' cn G LONG X 2' WIDE, INSTALLED ON—CENTER, SPACED 4' zz APART, AND SHALL BE PAINTED WHITE. STRIPING SHALL 0 NOT BE INSTALLED UNTIL PATHWAY HAS BEEN g 00 CONSTRUCTED FOR THIS PROJECT. w I I \ \ 00 S„ I PI SERVICEca BLOCK 1 \ Ln 12" 7 I O 3 O4 O O I \ I ' I PI SERVICE A \ op I I I \\ 6) 6 I FUTURE SEWER SERVICE \w\ 7 \ d°� FUTURE SEWER SERVICE d°� SEWER SERVICE € \ a'S FUTURE WATER SERVICE FUTURE WATER SERVICE WATER SERVICE 8,S \ WATER SERVICE PI SERVICE " � PI SERVICE PI SERVICE TOP PI SERVICE — — — TOP PI SERVICE - - /' \ 1 8S - - - - - - - - - - - - - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 1 D to 8"S 8's 8"S s"s s's s"s s's 8" 8"S 8"S 8"S 8"S s'�•' s'p �� � � 8 S 8„w _ s s °° N I /� °A\s'p�\ \ �s„w s —I—s W , — 8'w s w — —s w 8"w- —s� s,.w $„w — — — — — — S INNOVATION LN 1 / �— 7 � \ s"w s"w s"w € s"w s w s-w 8"w 8"w a"w s"w s"w // _ _/ \s' _ - - - - - - - - - — _ — — — — — — — — — — — — — — — z a Cb / /�j - - - - - - - - — - - - - - N" 00 6"PI 6"PI 6"PI 4 PI 6'PI d01 6 PI I 6'PI w 6'PI "PI 6'PI 6"PI 6"PI 6"PI d01 6"PI 4 6'PI 6" 6"PI 6"PI 6"PI 5"PI 6"PI / 8"w = zp / FUTURE WATER MAIN BLOWOFF w I I 6 —s"w I o w FUTURE WATER SERVICE $ / I s w s w s w s W s w O Lri IG„Z l IJ„Z l 19„Z l 19„Z l 19„Z IG„Z l I�„Z l W / SEWER SERVICE FUTURE WATER SERVICE PI FUTURE MAIN BLOWFF — — — / T°A �f FUTURE SEWER SERVICE rop � I / - - rtd, - - rt„� - - rtd„s- - - td„s- - - ,� - - rter (/� �l co / � p z // PI SERVICE I / I„I„I L0I I I / � Z > a 0 � Q � w / co / / , 0 LL. c/) "/ / co Cb c W DC G m / 20' W J x co / FR F4 F I / Cco 00 ' z MF I I Q Z " •" PI SERVICE NT I / w DC / I I I I / U W C / 2 w w � / SEWER SERVICE �` 03 s1 00 " / �. 8„ Q , cc 8"S� SSCO N � / Q w Q I �: Z \ CP \ cc SEWER SERVICEco PI ARV/DRAIN N I I I / CD ce N O / Y w o \ Cbvv 8„ o — E IN I IN E R I N G s�'ji 5725 NORTH DISCOVERY WAY lk ce PHONE 208 639-6939 y,C� BOISE, IDAHO 83713 /w kmen II com �. � 8 s o� / { DESIGN BY: NTM / \ co 8"s / j �' DRAWN BY: NTM EXISTIN SEWER MAIN / w / co CHECKED BY: KPM w \ °) DATE: 1/21/22 Y �2 ,tis0 � , 8"S PROJECT: 21-172 z Z I / / s'w es�� SHEET NO. o 8»w / `EXISTING WATER MAIN C� C1. 1 Y v SHEET LEGEND ■ ``SS\ON A L ENc ' I ELE. & DESCRIPTION FINISHED GRADE ELEVATION ' STA., OFFSET SIDE V\- lry ' 1.50% _ 10821 FINISHED GRADE SLOPE Os� 1/21/22 0 �F qTF Al OF \p P. \R I i ' GRADE BREAK GjN P IBLOCK 1 ' I ' CIVIL ACRONYMS I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: o OO STA. - ROADWAY STATION FROM CENTERLINE I Q I CL - ROADWAY CENTERLINE f I ' PC - POINT OF CURVATURE z I ' PT - POINT OF TANGENCY w I ELE. - ELEVATION Q L - STATION OFFSET LEFT o I ' R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB I I RIM - RIM OF STRUCTURE ��Top LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK 72.9f MA ' EP - EDGE OF PAVEMENT +00.00, 15.23'L FL - FLOW LINE I r TOC - TOP OF CONCRETE HP - HIGH POINT 72.36 PC / CR - CURB RETURN z / +14.70, 13.50'L POC - POINT ON CURVE' OC/o INT - INTERSECTION .34 GB Ln 72 O PRC - POINT OF REVERSE CURVE - 2 / > w 1 +19.03, 13.501 Lu ,72.61 GB ' SHEET NOTES +18.99, 0.00' A. SEE SHEET C0.0 FOR GENERAL, GRADING, AND ACHD 1 0 -- 72.48 PT/GB ' NOTES. p 42,% / O +52.65, 13.50'L dot d°r B. SEE SHEET C1.1 FOR PAVEMENT MARKINGS AND SIGNAGE p•4?q 72.75 CL/PC/GB ' PLAN. / 72.7+ MA +52.65, 0.00' 73.06 PC +00.00, 0.00' 1 +24.68, 13.50'L o ' C. SEE SHEET C1.1 FOR STREET LIGHT PLAN. 72.4f MA _ / 74.14 GB o D. SEE SHEET C2.2 FOR ROADWAY DETAILS AND TYPICAL +00.00, 15.15'R 2 73.70 PT +60.02, 13.501 75.15 LIP 'L 13.50'L 00, N ROAD SECTIONS. Epp +05.17, 13.50 T +00. 74.73 LIP- - - - - - - - - - - N E. ALL STATION AND OFFSET LABELING RELATED TO EACH ° _ - - - - - - - - - - _74.41 CL/GB - - - _ - - - +00.00, 13.50'L_ - - - - - - - - SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 72.36 PC / \ +60.02, 0.00' 1 U ALIGNMENT. 72.48 PT/GB ti F. SEE SHEETS C6.1 FOR STORMWATER PLANS. 72.34 GB / +52.65, 13.50'R 3+00 00.80% 0.42% 4+00 5+00 0 w G. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION +18.94, 13.50'R 6+00 / - I - i_ - - - �- - 0 42% w STAFF FOR METHODS USED TO INTEGRATE THE STANDARD / S INNOVATION LN ROAD SECTION WITH THE BRIDGE STRUCTURE. A°e �° 73.06 PC / A +24.68, 13.50'R ' Ln / 73.70 PT _/ -6- 7+05.17, 13.50'R - - - - - - _75.00 CL - - - - - - - w KEYNOTES - - - - - - - Lu +00.00, 0.00' ' Ln 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 74.36 GB 75.42 0' SUPPLEMENTAL STANDARD DRAWING SD-701. ++60.02, 13.50'R t 4.73 LIP +00.00, 0.00' ' � +00.00, 13.50'R z � a a 75.15 LIP +00.00, 13.50'R Q ■ / / J 1 °° TOP ' / / O Lu L.L / ■ z o 0 w S INNOVATION LN PLAN AND PROFILE Ln o 0 30 60 90 0 3 6 9 > - w z 0 > Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' m z 0 Q z _ z 2583 N 2583 O mLU w Q x o N + Q > u z o N U z z 2580 + + `� 2580 Q 9 II II I O N F.- O co Z n ° N Ld N If r- w Y Q W a W N N J C� W 2577 °' II m n 2577 Lu J J o U W LEA EXISTING GROUND 0.42% - w - 2574 2574 - - - - - - - - - - - - - - - - - - - - z - - - -0.4-2, 0.42% r a 3 2571 FINISHED GROUND 2571 N z Z 00 O_ O z 2568 3: 2568 z ° 004 5 _ N i '-I 2565 4 2565 o E N G I N E E R I N G F U) 5725 NORTH DISCOVERY WAY w BOISE, IDAHO 83713 00 EXISTING GROUND CENTERLINE PHONE(208)639-6939 z 2562 FINISH GROUND CENTERLINE 2562 kmengllp.com u DESIGN BY: NTM O o s �n co N Ln r w rn LO O °' ro N n co °' N O 't N n °' N in LO DRAWN BY: N T M 10 r- 0) O� in 0') O N � n N N r7 r7 r7 Si Ln d) in r CHECKED BY: KPVI rl- Lr) rl- Ln Ln N N N N Ln Ln N � N N � N N N � N N N '� N Ln N N N N Ln N N N Ln Ln Ln N N (N N � N � N N N N N N N N N N N N N N N N N N N DATE: 1/21/22 Y z PROJECT: 21-172 W 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 NO. w Y . 1 Y V SHEET LEGEND 4�SS�pWAL ENC \ U ELE. & DESCRIPTION FINISHED GRADE ELEVATION \ \ I STA., OFFSET SIDE � I \ 10821 \ 1.50% FINISHED GRADE SLOPE s>, 1/21/22 0 BLOCK 1 \ 'fFG qT�c OF \�, GRADE BREAK �N Al P• MCCP`� I I \ O 6 I \ \0 I CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: 1 STA. - ROADWAY STATION FROM CENTERLINE 2� I CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY 1J ELE. - ELEVATION Q L - STATION OFFSET LEFT o I \ R - STATION OFFSET RIGHT �\ TBC - TOP BACK OF CURB \ RIM - RIM OF STRUCTURE \ o LIP - LIP OF GUTTER 0 MA - MATCH EXISTING \ I I SW - SIDEWALK O7 I m EP - EDGE OF PAVEMENT FL - FLOW LINE m ' uU TOC - TOP OF CONCRETE HP - HIGH POINT m I CR - CURB RETURN z POC - POINT ON CURVE INT - INTERSECTION I m PRC - POINT OF REVERSE CURVE N 2 SHEET NOTES � I d01 pO cmi I I I I I A. SEE SHEET CO.0 FOR GENERAL, GRADING, AND ACHD 76.58 GB 79.27 PC I I NOTES. +39.71, 13.501E 82.1 f MA o +40.92, 13.501E � I �J B. SEE SHEET C1.1 FOR PAVEMENT MARKINGS AND SIGNAGE a +99.16, 13.43'L n PLAN. �0 78.29 GB I I 75.99 LIP +15.92, 13.501E 80.22 PT I C. SEE SHEET C1.1 FOR STREET LIGHT PLAN. M 75.57 LIP T +00.00, 13.501E +90.30, 13.501E I D. SEE THIS SHEET FOR ROADWAY DETAILS AND TYPICAL rn - - - - -+00.00, 13.501E - - - - - 1 - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 81.23 CL/PT cmil O ROAD SECTIONS. m E. ALL STATION AND OFFSET LABELING RELATED TO EACH O SPOT ELEVATIONS ARE REFERENCED TO THE ROAD N I ALIGNMENT. rn 0.42% 7+00 - -+- - 8+00 - -�- - 9+00 0�42_ _ - 10+00 _ 4137 � 1 F. SEE SHEETS C6.1 FOR STORM DRAINAGE PLANS. S INNOVATION LN 1 ��= 11+ / G. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION ^ / STAFF FOR METHODS USED TO INTEGRATE THE STANDARD l 1 ROAD SECTION WITH THE BRIDGE STRUCTURE. 75.84 CL N - - - - - -+00.00, 0.00'- - - - 1 - - - - - _- - - - - - - �-- - - - - - - - - - - - - - - - - - - - - - - - - 78.56 CL/GB - - � - 80.32 PT. � I 76.26 CL 76.85 CL/GB +15.92, 0.00' 75.57 LIP +00.00, 0.00' +40.92, 0.00' +90.30, 13.50'R I I +oo.00, 13.50'R 78.29 GB KEYNOTES 1 76.58 GB +15.92, 13.50'R I 82.00 CL/MA LIP Z +99.16, 0.00' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD \_75.99 w +40.92, 13.50'R a +00.00, 13.50'R g / SUPPLEMENTAL STANDARD DRAWING SD-701. 0 N 79.54 CL/PC 8113. MA / I Q +99.16, 13.50'R I 1 w +39.71, 0.00' m 1 79.27 PC / C 1 _ J +39.71, 13.50'R I r 10, TOP Z) I / 1 0 I � � / 50.0' � a / 3:1 GROADEXI(T ING 9•5 EASEMENT 9.5' 2 i o , z / I I 12"SI) QO = T J 15.5' 15.5' LANDING (TYP.) O 2% 2% 3:1 TO EXISTING z 0 GRADE (TYP.) OO - I I I I - �_ z = 1=1 I I-III-III-III = I I 1=1 11=1 11=1 11=1 I 1=1 I F = w z in SINNOVATION LN PLAN AND PROFILE 6" VERTICAL CURB AND - - 3" ASPHALT PAVEMENT (SP-3, 0.50 Q Q 0 30 60 90 0 3 6 9 GUTTER PER ACHD SD-701 INCH (1/2") MIX, PG-58-28) > 0 L J z 6" VERTICAL CURB AND \ 4" OF 3/4"-MINUS GUTTER PER ACHD SD-701 0 / Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CRUSHED AGGREGATE BASE CO z O 0- 20" OF 6"-MINUS PIT-RUN SUB-BASE Q = z NOTE: Ln 0 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. z = 2592 2592 � � � X STREET SECTION - S INNOVATION LN w Q NTS Q O z z D a � w z U 0 z 2589 2589 O o II N ~ O z (/7 N o W� d 0_ N 2586 m II 2586 o �ja Q N Of J O 0w K 2583 2583 PVI STA: 9+78 42 Z PVI ELEV: 2577.01 K: 20.19 o LVC: 75.00 rn 0) Lr % I 2580 �' °1� I 2580 N ti O N O N LLI LL ' Q > > N I m m 0 w 1 2577 FINISHED GROUND 1 2577 0 s - - - - - - - 0.42% - - - - - - N G E3 2574 EXISTING GROUND 2574 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 0 BOISE, IDAHO 83713 EXISTING GROUND CENTERLINE PHONE(208)639-6939 Z 2571 FFINISH GROUND CENTERLINE 2571 kmengllp.com D DESIGN BY: NTM 0 Ln r M o N Ln ao 0 00 r) rn N (.0r-L0 O 00 6 r7 r- DRAWN BY: NTM Ln (D 00 0) c6 o (D r- 0) N 'n Sri `O Sri `n ui `O Sri `O co `n co `n co `n cD `O cD CO cD (D c0 c6 � co � c6 00 �D 6 � 1-: CHECKED BY: KPM � u) � � � LOLOLO N � LO N � N � N � N � N Cq N Cq N N N N N N N � N � N � N � N � N N N N DATE: 1/21/22 � N N N N N N N N N N N N N N N Y PROJECT: 21-172 z w 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 SHEET NO. Z w Y Y v n SHEET NOTES �oO STA SSMH 5#68 87 OFFSET: 0.00' I \`a " I A. SEE SHEET CO.0 FOR GENERAL AND SANITARY SEWER ONnL ENc, 1 N: 704836.52, E: 2443861.07 \ N NOTES. �t�,�`��� � O O O O 7O 1I c I `l B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. V � v"l � \w aoy O m I C. INSTALL SEWER MANHOLES PER CITY OF MERIDIAN 10821 / SSMH #A-5 I STANDARD DRAWING S6. MANHOLE FRAME AND COVER s>g1/21/22 0 w SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD 'f Tic OF �pP� STA: 7+64.1 1 OFFSET: 0.00' BLOCK 1 I DRAWING S4. FG 't \ 1 \ N: 705023.03, E: 2443912.25— dog d \ \\ 24.50' of 8" PVC © 1.00% o� 24.96' of 6" @ 1.00% SSMH #A-7 m N P. MCCP� / STA: 13+51.20 OFFSET: 0.00' " 6 wg� ` \\\ 24.50' of 8" PVC 1.00% $ 24.93' of 6" @ 1.00% N: 705610.09, E: 2443917.98 1 \ 1 1 KEYNOTES — — -,p— TOP TOP I N a — — — — — — — — — — / / \ o I - - - - - - - - - - - - - - _ - - - �' � 1. MAINTAIN VERTICAL AND HORIZONTAL — — — — — — — — — — — — — — — — / \\ e•w •• so— POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 8" V.s - 8"S 8"S 8"S 1 StS 8"S g"g OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET !� \ 8"W \ 1 — _ _ _ _ 1 _ _ _ _ _ _ _ _ — CO.0 FOR ADDITIONAL INFORMATION. / — �o 1 S INNOVATION LN 2 / 2. MAINTAIN VERTICAL AND HORIZONTAL m / //o o spy\ , s' s"w - , 8'w s'w rinww 8'w a'w s"w T s"w s"w s'w $"w , 8"w 8"w 8"w s"w s" s"w 8" 8"w - / POTABLE/NON-POTABLE MAIN SERVICE OR I _ 6'%�, — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a w CA- SERVICE SERVICE LINE SEPARATION PER CITY OF Q — — — — — — — — — — — MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET o - - - - - - -1- - - - 6"PI 6"PI 6"PI 6"PI 6"PI d01 6"PI 6"PI 6"PI I� CO.0 FOR ADDITIONAL INFORMATION. SSMH #A-4 I 6'PI 6'PI 6'PI 6'PI 6'PI d01 6'PI 61 PI 6"PI 6"PI 6'PI 6"PI 6"PI �—6"PI / / STA: 6+98.30 OFFSET: 0.00' SSMH #A-6 1 / � m / 3. REPLACE EXISTING SANITARY SEWER CLEAN OUT WITH / 1 a STA: 9+91.23 OFFSET: 0.00' a z 1 / N: 704957.40, E: 2443907.31 w MANHOLE. T N: 705250.14, E: 2443914.46 N " w 1 / / 20.51' of 6" @ 1.00% op Top / / I / / 42.50' of 8" PVC @ 1.00% J / / I LO I / So 0 / I / �.. Lu Cb co 1 / C r / � Qqs Cr,' /. c, w / C" O a / b s•- I I / co I / SSMH #A-2 " C J I / � r STA: 2+34.75 OFFSET: 0.00' "' a N: 704717.10, E: 2444173.12 /- Q Cb 01 ) ti 1- / \\ N.�\9 I I I I z " - /01 — . 4 / co •/ ' SSMH #A-1 STA: 1+29.17 OFFSET: 0.00' I co N: 704756.00, E: 2444271.27 Cb 6 p/ cn • / 6p / I a Lu SEWER ALIGNMENT PLAN AND PROFILE z o Q ILL 0 50 100 150 0 5 10 15 z 0 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' z 0 ~ z 2585 �, ^ , 2585 Q w Q o cn 0 Z cn o ^� O vim ^ 00 Z � W `� Q 0 v O 00 O . . . LI_ 00 w Ld 0 00 00 a0 LI_ 00 00 co � L� I� MM \ O .Zi � O r- r- Lo 0) 0) 0) 00 O 0) W Q O z 00 O Oq N �—O Lj 6 10 r7 6) 6) 6) � O � 0 ^ 0 ^ d w 00 O r7 L00 17 0 0 (o (V �N O CO c0 c0 I LO LO Q W 2580 0 O �: o r7 �"'� � acO� NN a�zqtz ,ri � �n � N Q�epN 2580 V� L 6 00 a ZZ +� zzze0 ON H )N O M L� 0) � u) + nZ0 N O G_.. Z O Qj NN cON O » > > > Q� >O r) N r7 tD c cFzz Z n U) Lu W r > > n n- zzzz nn —7 N�r7 �NZ0 �x � � (o O N_ Z VQI Z Q Ln N� N Lp arM F— NH > > +LC) Z EXISTING GROUND z ? FE Z Z - - - -- - - - - - - U LDu W 2, 2575 2NN — O 2575 N > > nno C �`_ — — - - - - - — — _ - - - - - — — _- - - - -` I cw FINISH GROUND 0 z 2570 2570 V � G a 0 I N L 00 360 of 8" PVC © 0.81% NCD 2565 2565 N K W Q 335' of " PVC ® 0.40 65' of 8" PVC @ 0.40% 2 5' of 8" PVC 0.51% a 130' of 8" PVC ® 0.40% z 0 2560 1 5' of a" PVC 1.00% 2560 N Z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT z 2555 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2555 0 v r7 00 r7 CO (o CO n c0 6) O N r7 to (0 r- It v N r7 r7 r7 c0 00 N co CO O r7 c0 O r7 ' co r, 00 O r7 CO O c0 N C0 c0 r7 � r- m r7 lC') m 0 rM N N N N N N M r7 r7 ro r d � LO LO I.[) '6 c[i N N r7 r7 r- � r Ln u� c0 c0 c0 c0 n n n n I- � � r I- n � � � Ll7 Ll7 Ll7 Ll7 l() In Ll7 � Ln In Ln Ln LO � Ln Ln Ln Ln Ln In In In lC') In In In In Ln Ln Ln Ln LO LO Ln Ln Ln LO Ln Ln Ln In Ll7 In LO In 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 N N N N N N N N N N N N N N n N G 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 d E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 0 BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com z D DESIGN BY: NTM 0 DRAWN BY: NTM a z CHECKED BY: KPM DATE: 1/21/22 Y PROJECT: 21-172 z Z SHEET NO. Y C3. 1 Y v SC\ JAAL ENC d0—d0—do d d0 do z 10821 s> 1/21/22 0 Al �FG qTF OF • l •t • ; ;t .ti . •, ,t 3 t, � S TEN MILE RD MCCP� t • ' . v� 0 25 50 100 150 — — — — — — — — — t — — — , i —i t—' , i 12"S 12"S 12"S 12"S 12"S 12"S 12"S 1 "S / G G c t �f — t— w� — — — — — — — — - Plan Scale G— G G i' t. v 12"yy � — — G — G G—G—G— ;, j� t 12"W 12"W 12"W 12"N Cn G c G G G G G G c �— — — — — _ — — — — _ CIVIL ACRONYMS c G G G G G G G m ° AMECHANICALOSTATION G G G MJ - OINT FLG - FLANGE Lu I N: - NORTHING E: - EASTING o �j \\ 0 L - STATION OFFSET LEFT I — — I \\ \ R - STATION OFFSET RIGHT I N I 1 O I \\ \G) WATER SHEET NOTES I \ A. SEE SHEET CO.0 FOR GENERAL AND WATER NOTES. \ ® I I s B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL ICI BLOCK 1 \\ \ ` CHANGES OF I I REQUIREMENTS DIRECTION PER CITY OF MERIDIAN cn Z I \ ca C. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF O I I \ \ ❑ COVER. cn I \ cm uj i o , "GI 12" W \ D. INSTALL WATER VALVE BOX AND LID PER CITY OF p[ - O v MERIDIAN STANDARD DRAWING W11. I I a I I WATER KEYNOTES Cn 1. MAINTAIN VERTICAL AND HORIZONTAL __ \ �j POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET °,o I 0 y CO.0 FOR ADDITIONAL INFORMATION. 1-8" FLG TEE I � \ ) 2-8" FLG X MJ GATE VALVE I � I 2. MAINTAIN VERTICAL AND HORIZONTAL 7O 1 s s POTABLE/NON-POTABLE MAIN/SERVICE LINE SEPARATION aoy 1-8" ADAPTOR 6W I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE o \ � /�,� 2O N: 705006.95, E: 2443930.59 1-FIRE HYDRANT ASSEMBLY 6W 1-FIRE HYDRANT ASSEMBLY CA I I 2 SHEET CO.0 FOR ADDITIONAL INFORMATION. w — �r�"/ 1-8" MJ X 8" MJ X 6" FLG TEE 1-8" MJ X 8" MJ X 6" FLG TEE CAN ,� 1-6" FLG X MJ GATE VALVE 1-6" FLG X MJ GATE VALVE 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE w\ N: 705098.55, E: 2443931.48 N: 705464.67, E: 2443935.05 I m AND NON-POTABLE MAINS. 130' of 8" PVC / dO� / 1 W N ` s.s \ 8 I 8 � � 4. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN I N STANDARD DRAWINGS DETAIL W12. s s \ 5' of 8" PVC 45' of 4" PVC I I `75 5. INSTALL LEAKAGE DETECTION METERING STATION PER CITY / �\ _ �Eo ' of 8" PVC TOP 45' of 8" PVC TOP I �° 1 W s's — 265' of 8" PVC I 45' of 4" PVC OF MERIDIAN DETAIL W14. — — — — — — — — — / \ — s 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD 8 — I DRAWINGS W8 AND W9. / 8„S 8'S 8"S 8"S 8 S "S 8"S 8, 8"S 8"S 8"S 8"S 8' g"S 8 S s../ 2 l °A\s w S INNOVATION LN 42�' j2 �2 — — — — 0 7. INSTALL 4" WATER SERVICE AND 4" METER PER CITY OF l pi\ $ - $..W $ W 8"W - u w g"W g g•• 8 8„W $,W — — — _ _ MERIDIAN STANDARD DRAWING W4. / / / p/ - - - - - - - - - - - - - - - - 1W 5 — - - - - - - - - - - _ 8. INSTALL MAIN FOR FUTURE CONNECTION. / — — - - - - - - - - - - - - - - - - - - - - - -I— _ 10' of 6" PVC 365' of 8" PVC 25' of 8" PVC — / 1-8" MJ 11 ELBOW ' �� � ��� � I � I — / Zj PI PI 16'PI 6'PI 6'PI d01 6'PI 6'PI 6'PI 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 / I 8"w C� N: 704927.07, E: 2443917.59 / = 90' of 8" PVC 8 I 25' of 8" PVC 10' of 6" PVC .7 Q / I a 8 1-8" MJ 1 1-Ya° ELBOW / 00 � Cb 75' of 8" PVC o / /25' of 8" PVC N: 705731.96, E: 2443937.66 w ~ to„zt 1-8" MJ 1 1-Y4 ELBOW I r w 50' of 8" PVC N: 705001.95, E: 2443930.54 1- 2" BLOW-OFF ASSEMBLY FOR °p TOA � / FUTURE WATER MAIN EXTENSION co N: 705006.71, E: 2443954.59 Ln a / I I o / ° Cb u') / -0ca z I = / co CC Q w z — p o Lu mz Co cn p / / I I I I �X w v S N � W a I / r / ® s�o Z � o �co w \ \ / 9 w co \ \ r 0 / r co rq QL z / / 0 r' / �a cc a / �• ti s A/ /z w a ZI - - - - - - - --- - - - / C" z Q Z s"S 9LF s; l o v I •� \8 S N e^-I / m N / S �S �o ENGINEERING o I / /� 8 w� 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 q / / PHONE(208)639-6939 kmengllp.com w a D / `� „" Co DESIGN BY: NTM N o /%Sg I I / DRAWN BY: NTM CHECKED BY: KPM DATE: 1/21/22 w m � Z I \\ •, U' — — — — — — — — — — — — — � — I / � � PROJECT: 21-172 w �+ Z SHEET NO. -6 Cp; I C4 1 Y \ \ \ I I °S v �Sc,\pNAL ENC /y d0—d0—d0 T d dodo z 10821 s> 1/21/22 0 Al S TEN �F qTF OF l MILE RD GIN 0 25 50 100 150 P' MCP — — — — — — t i' t t' t ' x i 12"S 12"S 12"S 12"S 12"S 12"S 12"S 1 "S / G 6P 4P i" t ; — — f — — — — — — — — — — — — — Plan Scale — — — — — — — G G G — G G i' t• v � — — G — G G—G—G— G 12"W;. t 12"W 12"W 12"W 12"N G G G G G G G G G �— — — — — _ — — CIVIL ACRONYMS G G G G G G G G m o G G G MJA — MECHANICAL CALAD OIJOINT FLG — FLANGE Lu N: — NORTHING E: — EASTING o \\ 0 � L — STATION OFFSET LEFT — — R — STATION OFFSET RIGHT I I \\ 2 N I O I \\ 2n PRESSURE IRRIGATION SHEET NOTES 4P I \ �� A. SEE SHEET CO.0 GENERAL, IRRIGATION, AND ACHD NOTES. Q 3 I BLOCK 1 I \ � o ® s B. SEE SHEET C5.2 FOR PRESSURE IRRIGATION DETAILS. m N \\ I I C. IRRIGATION SERVICES SHALL BE 2" CLASS 200 z I j \ N POLYETHYLENE PIPE PER DETAIL, SHEET C5.2, TYPICAL. O I ¢ I \ ❑ D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS \ r p 1 "GI 1z" THE LARGEST DIAMETER PIPE COMING INTO THE FITTING w Lu O O O 270' of 4" PVC I Ln\ OR VALVE.E. ALL ROAD—CROSSINGS SHALL BE SLEEVED PER TYPICAL I \ I N SLEEVED ROAD CROSSING DETAIL, SHEET C5.2. I F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 4P 0 CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING I \ SD-403. 0 T°o I i G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 1-4" MJ 1 1.25° ELBOW � � v PVC OR APPROVED EQUAL. `N: 704823.09, E: 2443845.91 'I J ] I 1 m I s s H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER I THE DETAILS ON SHEET C5.2. COORDINATE LOCATIONS o J20 _ O rn I _ WITH PROJECT ENGINEER DURING CONSTRUCTION. 40' of 4" PVC NI. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL w 1P00 CONNECT TO THE TEN MILE CREEK SUBDIVISION No. 1 PUMP SYSTEM THAT WILL BE OWNED, MAINTAINED, AND OPER 2P 8s 20' of 6" PVCA Y H V L135'\ 6" PVC 4P 59 LF 59 LF 1-6" 11.25° FLG X MJ ELBOW TOP4P 59 LF' of 4" PVC e's — — — — — — — — TOP — — 4P 59 LF N: 705757.07, E: 2443966.91 4P 63 LF � � o PRESSURE IRRIGATION KEYNOTES_ \ 'w ��"s .. — — — — — — S 0 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C5.2. 1 6 TEE / �` s s s"S s'S s"S s"s s S a"s — I 1-6"x4" REDUCER 8" N s's s" s"s s"s 8"s s"s 8' s"s s"s N N 2. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE N: 704808.43, E: 2443901.03 / �s�p/ w _ _ 0 — POTABLE WATER AND NON—POTABLE PIPELINES (SEWER, S INNOVATION LN / �— — _ STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE a °o s a'w _ a"w a"w s"ws'w s"w s"w u w s"W s"w a"w 8"W s"W s"w s"w s"w s"20' of 6" PVC s / — — — _ IRRIGATION NOTE 3, SHEET C0.0. _ - - - - - - - - - - - - - - - — — — — — - - — — — — — 3. INSTALL MARKER FOR FUTURE CONNECTION. 1-6 DEFLECTION POINT / — — — — — — — — —I— _ — If N: 704803.68, E: 2443918.91 _ _ _ `' / 60" 6"PI 6"PI 6"PI dol 6"PI 6"PI 6"PI 6"PI 6"PI dol 6"PI 6"PI 6"PI 6"PI 6"pl / N " s"w 4. INSTALL 2" SERVICE PER DETAIL, SHEET C5.2. / 1-6" 1 1.25' FLG X MJ ELBOW I I I m ems» / N: 704828.98, E: 2443906.49 I $ a 1-6" 90° MJ ELBOW / " 21 � w� 5. INSTALL DRAIN VALVE PER DETAIL, SHEET C5.2. 1-6" 22.5° MJ ELBOW o N: 705778.71, E: 2443971.43 / / ::E- 4P� 805' of 6" PVC � io..a� i / N: 704952.47, E: 2443959.06 1 — — — _ 6. INSTALL AIR RELEASE VALVE PER DETAIL, SHEET C5.2. 20' of 6" PVC TOA r w 10' of 6" PVC / °p w 3P 7. ROTATE 6" TEE TO CONNECT NEW PIPE ON THE co / I / " / / SOUTHERN SIDE. / 270' of 6" PVC J / V / Cb / ca 4P I I I a � cn QQ W 5 rn / I co C � ~ / W 1-6" 22.5° FLG X MJ ELBOW I I I / o " /�co �= 1-6" 1 1.25' FLG X MJ ELBOW LU a /S / N: 704706.97, E: 2444171.61 I I I I / W G � N / C I / / s SSOO a \ / co Lu cp w _ N of 6 I a " PVC 100' I o \ P \ 4. 1,\\ 1-6" 45' MJ ELBOW / /\ N: 704725.91, E: 2444268.46 co 40' of 6" PVC I I I / 5P 7P w / / J -•CaCb a / �• ti B A/ /z w a w�® / Cb z Q sir - - 6� `��'1'p / I I / / Co N '2� In z s"s 9LF s; l v I \8S co N e^-I / m G / a � � So �,: ��\� OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE DEVELOPER. I / s„w S �o ENGINEERING 5725 NORTH DISCOVERY WAY 0 I j IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NMID BOISE, IDAHO83713 IRRIGATION DISTRICT. PHONE(208)639 6939 kmengllp.com w a m s MCP_ IRRIGATION SECONDARY SOURCE: WELL I / � �I DESIGN BY: NTM o N DRAWN BY: NTM CHECKED BY: KPM \ — — — — — — — — — DATE: 1/21/22 Z I \ s — — — — — I / PROJECT: 21-172 w rn Z � SHEET NO. CP.Cf) I I / `� I C5 1 v SS�pVIAL ENG NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN 10821 THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE STANDARD MANHOLE �n� 1/21/22 0 ADEQUATE VENTING. FRAME AND COVER 9T P LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS FG� F OF �� OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. NOTE: LOOP TRACER WIRE FROM MAIN N P. MCOP� LINE PIPE TO SERVICE BOX AND BACK ALONG SERVICE LINE PIPE. FIBERGLASS 24"0 CONCRETE Lu VALVE BOX /—WATERMAN MODEL CR-100 4"b THREADED CAP PIPE. LENGTH o & COVER I AIR RELEASE VALVE (OR EQUAL) OR PLUG FINISH GRADE AS REQUIRED. —III III III I I I I III III III— 1-1/2"0 GALVANIZED 'I III I I ( III III I' I I I IRON NIPPLE & 90' ELBOW *NOTE: MAIN III III I I I III _III 1. 2'-6" MIN., 5'-0" LINE MAX. IN UNPAVED BALL VALVE CURB STOP APPROVED"METAL OR PLASTIC - — AREAS WHERE THE (MUELLER 300 OR EQUAL z „ LINE IS FREE O 1-1/2 0 SCH. 40 N TAG WITH NON—POTABLE DRAINING. WATER DO NOT DRINK" IS - = GALVANIZED IRON o 1_1/2" REQUIRED. CONNECT TO VALVE III I PIPE RISER 2. 3'-6" MIN., 5-0' Q TAPPING wLu • a. BOX WITH EYE BOLT AND WIRE TIE `a . ° " MAX. IN PAVED N SADDLE d AREAS OR WHERE Of THE LINE IS NOT 6" MIN. <. FREE DRAINING I' IRRIGATION 1-1/2"0 GALVANIZED TRENCH I— 8 a o III 3. FINDER WIRE AND z IRON PIPE I I I 8 — MAIN IDENTIFICATION TAPE w 4"0 PVC OR ABS I I— O 00, , OOO 00, 0, OOO BACKFILL a a REQ'D PER THE cwn PIPE VALVE BOX O O O ISPWC DIVISION 900. I 0 O 0 O NOTCH 4"0 VALVE =�0 OO O OO 0 = — � — BOX OVER PIPE WITH �" MIN. CLEARANCE FROM PIPE - I I O O O O OOOO — — V .• O At 'd SLOPE I— 0 0 0 O O O 000 (J�0,) OOI DRAIN 0 0 0 �0 _ " = I o0 00000 0 0 0 TEE /2 BRANCH 0 _ O OO O OO O � 0 - - I o 0 �� 0 c) ( - MAIN LINE "0 BRONZE CURB STOP— TEMPORARY CAP I O O O 00 0 O O OO 0— SCALE: NONE FORD OR MUELLER, 0 _ I I I O O APPROVED EQUAL. I I I I I I I 1 I I I 0 OOO 2" CLASS 200 SOLVENT I �E:l I I I I I IUIMI MAIN LINE AIR RELEASE WELD PVC PIPE 2 CUBIC YARDS MINIM NTS — _ I I I 1=2" WASHED DRAIN ROCK,: _III .I I OR AS IREQUIRED. I I I III III I , TYPICAL 2" SERVICE DIG TO FREE NTS DRAINING SOILS TYPICAL MAIN LINE DRAIN NTS AC PAVED SURFACE SEEPNOTEE1 BBLOOTHERS 3/4" MINUS BASE, BY OTHERS (� o z z aJ 0Q 0Q 0Q 0� 0� 0� 0� 0Q 0Q SPIT-RUN SUB-BASE, BY OTHERS z Q o 0 ~ _ z � 0 y 0� 0� REQU�RED TO MAINTAINRARY BACKFILL S ,10Q 0� 0� � < W z LD N 12" COVER OVER SLEEVE n�n > — SUB GRADE ELEVATION, BY 0 W Q OTHERS, SEE NOTE 1 BELOW m Z COORDINATE WITH PAVING - \�` PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT Q O oc CONTRACTOR FOR REMOVAL SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND (n 0 OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. — w X LOCATED ABOVE SUBGRADE N oC a MIN. 6 FINDER TAPE CARSON MODEL 910T COVER LID TO READ: LLJ W "NON-POTABLE WATER - FOR IRRIGATION ONLY" c Ln Z LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING z c w 00 (2) 3" CLASS 200 SIGNAL W — p� CONDUIT WITH 1/4" 2" U J NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE COMPACTED TO 95% DENSITY. I III III III III III III II III II Q III III III III III III III II III � w PIPE AND BELL CARSON MODEL 910 0 10" VALVE BOX MIN. 4" TRACER WIRE LOOP 0 MIN. 6" SLEEVE MIN. 6" SKIDS PER ISPWC SD 307. 2" VALVE NUT " SEE SLEEVE SCHEDULE, THIS SHEET SEE SEEDIA. FOR MATERIAL AND MINIMUM SIZE NOTE 5 NOTE 5 ISOLATION VALVE 10" CLASS 125 PVC PIPE SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED Z UNI-FLANGE SERIES 1300 OR EQUAL IRRIGATION MAIN PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. z NOTES: NOTCH PVC BOX, BOTH SIDES 2" 2.83" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, 3 FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD 3" 4.17" 6" PVC C900 6.31" SUB—BASE, ROAD BASE AND PAVEMENT. 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE z 4" 5.36" 8" PVC C900 8.28" FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. 6" MIN. a a 0 a ° #4 REBAR a 6" 7.89" 10" PVC C900 10.16" 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 1 a 6 VARIES 6c > NOTES: PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. `d °MIN. 4" MIN. OF 3/4" MINUS GRAVEL A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL UNDER 10" PVC PIPE PIPE BELL. CROSS BELOW OTHER UTILITIES. B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL THRUST BLOCK G PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. 0 d 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR E N G I N E E R I N G PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: 5725 NORTH DISCOVERY WAY 0 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com z a TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE DESIGN BY: NTM 0 NTS NTS DRAWN BY: NTM a z CHECKED BY: KPM DATE: 1/21/22 Y z PROJECT: 21-172 Z SHEET NO. w Y 5. Y v KEYNOTES ® SHEET NOTES EXISTING GRADE 5' 1. INSTALL TEMPORARY RIP-RAP CHANNEL PER DETAIL THIS A. SEE SHEET CO.0 FOR GENERAL, ACHD, AND UTILITY �SS�OWAL ENG, 3 SHEET. FLOWLINE SHALL HAVE A MINIMUM SLOPE OF NOTES. - 3• - - P� z 2. INSTALL TEMPORARY POND PER DETAIL THIS SHEET. SEE B. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. 10821 III- O 6"-12" DIA. COBBLE THIS SHEET FOR DIMENSIONS, ELEVATIONS, CAPACITY AND GE RATED DRAIN SHALL S-25 TRAFFIC LIDS UNLESS OTHERWISESPECIFIED s> 1/21/22 0 Q� INFILTRATION RATE. SIDE SLOPE SHALL BE 3:1. SAND III I I I-III 6 TYP WINDOW SHALL BE 5' X 5'. PROVIDE RIP-RAP TO BASE �F` 9Tcc OF 3' MIN. OF POND. C. THE CONTRACTOR SHALL COMPLY WITH ALL THE Gj ASTM C-33 SAND WINDOW. IIII I 0 20 40 80 120 REQUIREMENTS FOR STORM WATER DISCHARGE N P• MCCP SAND WINDOW TO BE TEMPORARY RIP-RAP CHANNEL ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES CONSTRUCTED. I- III- I IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPPP NTS 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 ui MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER Q TEMPORARY POND PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH o SECTION 8018 OF THE ACHD DEVELOPMENT POLICY NTS MANUAL AND ISPWC SD-623. -G G G G G G G�G G ' �' ti. - vv G G G z' z 12"W 12"W G -G=77G--G 7777 c GG 0 G G G G - - - - - - - y n G G G - _ 5; G G G G G G c� y co > Lu I G G G W �_ I •" G DC N I \ O \\ 0 o Q I \ � � • � I BLOCK 1 I \\ � N I \\ ❑ I 12" 1 � 12"GI \ o I I O O 6 1 \ J TEMPORARY POND #5o O - I� BOTTOM OFF POND:TOP OF POND: 57 3.67 MINIMUM- co2567.23 1 \^ ��2 O I- INFILTRATION RATE: 1.00 IN/HR VOLUME REQUIRED: 529 CIF O�VOLUME PROVIDED: 2,152 CF N W I c I � I TEMPORARY POND #3 2 I \ Tr_ of 12" 0.24% TOP OF POND: 2574.62 MINIMUM TEMPORARY POND #1 (D \ 1 BOTTOM OF POND: 2569.22 TOP OF POND: 2575.55 MINIMUM I d oyINLET #5 INFILTRATION RATE: 1.00 IN/HR BOTTOM OF POND: 2570.17 O �I m RIM:2572.34 N s s 2 VOLUME REQUIRED: 339 CF INFILTRATION RATE: 1.00 IN/HR I w RI MP:72.34 4 VOLUME PROVIDED: 1,261 CF VOLUME REQUIRED: 409 CIF VOLUME PROVIDED: 1,299 CF II / w 3 INV OUT:2569.34 12" I Q 100=0.40 CFS I " I € N Ln w INLET INLET #3 doi RIM575.82 RIM:2574.61 O z SUMP:2570.82 I I Q z SUMP:2569.61 INV OUT:2572.82 12" " z J Q 1 INV OUT:2571.61 12" Q100=0.24 CFS I INLET #6 \\8„s 20' of 12" ® 0.24% $ Q100=0.25 CFS RIM:2572.34 SUMP:2567.34 " ` 20' of 12" @ 0.24% I L O ~ ~ °' / INV OUT:2569.34 12" " \&H `8 S\ - - - - - - - - - P P ml z w Q w Q100=0.39 CFS 1 \ \ \ 8s N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - c) S o N \ M w / _ �, I " 0 w > 8»S 8" 8"S 8"S T81W-- 8"S 8"S 8"s 8"S 8"S 8"S8"S 8"S g"S- 8„S 8"S 8„ B S 8„S 8„S n20' of 12" � 0.24% �6 / � � _8 w MM O •/ / ��\sp �8"w _ 8„W S INNOVATION LN - - - - - - _ Q Q 8- 8"w 8"w 8'w 8"w 8"W , ^ / / �pA \ \ 8 W 8" 8' 8"W o vv 8„W 8„W 8„W 8„W 8„ 8„W 8„W� „W 8„W 8„ 8„W 8"W 8"W 8"W L / 8„� N c� 1..1. rwn w w Q 00 1 / 6"PI 6°PI 6"PI 6"PI 6"PI 6"PI 6" I 6"PI 6"PI 6"PI 6"PI-�- 6'PI 6"PI 6"PI 6"PI 6"PI 6" 611I 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 8 G - N " � � a / TEMPORARY POND #6 O I 20' of 12" ® 0.24% d 1 d I •• I - z / TOP OF POND: 2573.55 MINIMUM 1 I 20' of 12" @ 0.24% m " 0 ao INLET #4 1 RIM:2575.82 1 / - U J a / / BOTTOM OF POND: 2567.31 RIM:2574.61 o I / / °° •• _ 0 w INFILTRATION RATE: 1.00 IN/HR SUMP:2569.61 0 ~ SUMP:2570.82 " INV OUT:2572.82 12" // VOLUME REQUIRED: 526 CF INV OUT:2571.61 12" w o VOLUME PROVIDED: 2,068 CF T Q100=0.24 CFS TO J Q100=0.24 CFS Ld / G / V) / w / I 2 I TEMPORARY POND #2 O2 / TEMPORARY POND #4 O TOP OF POND: 2575.67 MINIMUM / 0 / TOP OF POND: 2574.80 MINIMUM I BOTTOM OF POND: 2570.21 D / m / • / / I BOTTOM OF POND: 2570.02 INFILTRATION RATE: 1.00 IN/HR 1 / " o INFILTRATION RATE: 1.00 IN/HR VOLUME REQUIRED: 406 CFLO a C VOLUME REQUIRED: 339 CF VOLUME PROVIDED: 1,268 CF g VOLUME PROVIDED: 755 CIF ci C / z G? _ a Z / / co Q '7 N • e^-I e 00 Z [ 01 z / / T / C v • " c / • I �, �_ 417 . I N 1C , in i d • �,- _ E N G I N E E R I N G m � ••" I I _ 1 5725 NORTH DISCOVERY W AY %) BOISE, IDAHO 83713 PHONE( ) 39 kmengllp.com z D DESIGN BY: NTM 0 DRAWN BY: NTM a z CHECKED BY: KPM DATE: 1/21/22 Y PROJECT: 21-172 z Z SHEET NO. Y C6. 1 Y v a Plat of I TM Center Subdivision No. 1 z A portion of the West 1/2 of the Northwest 1/4 of Section 14, 0 60 120 180 Township 3 North, Range 1 West, B.M., City of Meridian, Ada County, Idaho Plan Scale: 1" = 60' 2022 WEST 1/4 CORNER SECTION 14 NORTH 1/16 CORNER POINT OF COMMENCEMENT FOUND ALUMINUM CAP PER SECTIONS 14 & 15 NORTHWEST CORNER SECTION 14 FOUND ALUMINUM CAP PER FOUND BRASS CAP PER CP&F No. 111022595 BASIS OF BEARING CP&F No. 110073397 ....................................................................................................................................................................................................................... CP&F No. 2019-018779 N 00`33'3.3"E....265 ..39'................................................................................................................................................ ...............................................................................15 10 - - - - - - - - - - - - - - - - - - _ - S. TenMileRd_ - - - - - - - 1329.19' - - - S89°10'27"E 1329.20' � N00°33'33"E 868.41 ' 39.29' (TIE) 14 11 • • 199.94' 108.56' 108.56' 161.26' 175.69' __._ -' - - - -1 14.41'. � _.._ • L4 oL1• LANDSCAPE BUFFER EASEMENT LANDSCAPE BUFFER S87°59'47"E EASEMENT POINT OF BEGINNING \ 82.80' 0 Ln zo •0 v 0 0 0 o z \ 6, \ U > ' 06 °,,° o BLOCK 1 06 N I N00°33'33"E O4 O � z O \ +J ap to 208.89' N N w V N � NN� EN� \ • vN N N S00'3333W 0 n z � 18.02'00 00 ? � 1 z Cn o Li "0 CG U O U 0 Q c(D 11 Q� D: ' _ 00 w Z I N U WW N • • W � I 2 \ Z N I • C4 • /V?j 56,�\ '0a 6 00 I N86°40'15"W 1- - - - - -L -- - - - - - - - - -• - _ -'�-•//- II I 30.41' • 73.07' C3 • 108.56' 108.56' 161.26' 193.71' 132.05' S00'33'33"W 734.55' C2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -03 Unplatted NAMp N10'13'14"E 38.31/NSTRSTR& MFR�D`gN 1 / I "RUMEN EASEM RRIGA77 l I No 20 8T�R 6N�"'� CURVE TABLE / I CURVE RADIUS LENGTH DELTA CHORD BRG CHORD LINE TABLE SHEET INDEX LEGEND C1 199.99' 92.42' 26.28'40" N80'05'03"E 91.60' LINE BEARING DISTANCE C2 300.00 50.59' 9'3941' S523'23'W 50.53' SHEET 1 - OVERALL SUBDIVISION PLAT ® FOUND ALUMINUM CAP, AS NOTED ' L1 N3'39'37"E 14.52 FOUND BRASS CAP, AS NOTED C3 200.00' 80.48' 23'03'23" S12'05'15"W 79.94' SHEET 2 - CERTIFICATE OF OWNERS AND NOTES L2 S12'44'36"W 14.70 L3 S86'44'02"E 13.12 C4 200.00' 37.95' 10'52'21" S18*1O'46"W 37.89' SHEET 3 - CERTIFICATES AND APPROVALS FOUND 5/8-INCH REBAR MARKED "PLS 8961"C5 1057.03' 198.15' 10*44'27" N82'37'32"W 197.86' UNLESS NOTED OTHERWISE L4 N3'39'37"E 21.86 C6 1057.03' 101.32' 5'29'31" N80'00'05"W 101.28' SET 5/8-INCH REBAR WITH PLASTIC CAP MARKED "ALB 12459" � C7 1057.03' 96.83' 1 5'14'56" N85'22'18"W 96.80' SET 1/2-INCH REBAR WITH PLASTIC CAP MARKED "ALB 12459" I& CALCULATED POINT REFERENCES 7O LOT NUMBER R1. RECORD OF SURVEY No. 8353, RECORDS OF ADA COUNTY, IDAHO. SUBDIVISION BOUNDARY LINE R2. PLAT OF TM CREEK SUBDIVISION No. 1, BOOK 110 OF PLATS A PAGES LOT LINE 15663-15666, RECORDS OF ADA COUNTY, IDAHO. SECTION LINE R3. PLAT OF TM CREEK SUBDIVISION No. 3, BOOK 116 OF PLATS AT PAGES 1 7469-1 7473, RECORDS OF ADA COUNTY, IDAHO. ADJACENT BOUNDARY LINE R4. PLAT OF TM CROSSING SUBDIVISION No. 5, BOOK 1-- OF PLATS AT - - - - - - - - - - EASEMENT LINE PAGES -----------, RECORDS OF ADA COUNTY, IDAHO. �NNk- LAND SURVEY NARRATIVE �55G T THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE '` SURVEY IS BASED UPON THE RET•RACEMENT OF PLATS, SURVEYS AND DEEDS °- 12459 m LISTED IN THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING E N G I N E E R I N G MONUMENTATION, MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL J� �4z) 5725 NORTH DISCOVERY WAY CONFOWHEREERMANCE MONUM NITH TS OFE REFERENCES RECORD WERE LISTED FOUND WEREL PROPERTY SEA RESET AS SRNERS HOWN 9,9 qTF OF �OQ �� BOISE,IDAHO208)6 9-693 / �� Q PHONE(208)639-6939 HEREON. N L g NO-2� kmengllp.com JOB NO. 21-172 Sheet 1 of 3 Plat of TM Center Subdivision No. 1 I CERTIFICATE OF OWNERS ACKNOWLEDGMENT �- KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER STATE OF IDAHO� SS DESCRIBED. ADA COUNTY 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: 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. 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, SOO'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 SIGNATURE OF NOTARY PUBLIC 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 MY COMMISSION EXPIRES 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 NOTES 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; 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF 2. 92.42 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 199.99 FEET, A DELTA MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. 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; 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF 3. S86'40'15"E A DISTANCE OF 73.07 FEET TO A SET 5/8-INCH REBAR; MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION. THENCE LEAVING SAID SOUTHERLY SUBDIVISION BOUNDARY LINE, S10'13'14"W A DISTANCE OF 38.31 FEET TO A SET 3. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 5/8-INCH REBAR; SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE j THENCE 50.59 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 300.00 FEET, A DELTA OBLIGATED FOR ASSESSMENTS FROM THE NAMPA & MERIDIAN IRRIGATION DISTRICT. 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 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO REBAR; AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE THENCE S00'33'33"W A DISTANCE OF 734.55 FEET TO A SET 5/8-INCH REBAR; OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS THENCE 80.48 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 200.00 FEET, BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A 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 NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A 5/8-INCH REBAR; NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL THENCE S23'36'56"W A DISTANCE OF 72.03 FEET TO A SET 5/8-INCH REBAR; FACILITY OR EXPANSION THEREOF". 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. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC 5/8-INCH REBAR; UTILITIES, CITY OF MERIDIAN STREET LIGHTS, PROPERTY IRRIGATION AND PROPERTY DRAINAGE. PROPERTY IRRIGATION AND 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 PROPERTY DRAINAGE EASEMENTS ARE RESERVED FOR THE OPERATOR, SCS BRIGHTON INC. OR ASSIGNS. S. VANGUARD WAY; THENCE FOLLOWING SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING TWO (2) COURSES: 6. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF 1. 198.15 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,057.03 FEET, MERIDIAN. 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 7. THE LOTS WITHIN THIS SUBDIVISION, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND 5/8-INCH REBAR; CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS TO BE 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. FILED IN ADA COUNTY RECORDS, AND MAY BE AMENDED FROM TIME TO TIME. TEN MILE RD.; THENCE FOLLOWING SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING THREE (3) COURSES: 8. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED 1. N00'33'33"E A DISTANCE OF 868.41 FEET TO A SET 5/8-INCH REBAR; NORMAL GROUND WATER ELEVATION. 2. S86'44'02"E A 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. 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. SAID PARCEL CONTAINS 8.347 ACRES, MORE OR LESS. 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 IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS FORTH IN UDC 1 1-3B-7C.1 a(2). SEE SHEET 1 FOR LOCATION AND DIMENSION. PLAT ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED 11. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE MAINTAINED BY THE OPERATOR. 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 12. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH THE NAMPA & MERIDIAN IRRIGATION DISTRICT FOR OTHERWISE ON THIS PLAT. THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS IRRIGATION AS RECORDED IN INSTRUMENT No. 2020-075834 AND 2020-159171, OF ADA COUNTY RECORDS. 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. 13. THIS PLAT IS SUBJECT TO AN ACHD LICENSE AGREEMENT PER INSTRUMENT No. 202_-_-----. 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) j i I 1 CERTIFICATE OF SURVEYOR ACKNOWLEDGMENT I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE STATE OF IDAHO) OF IDAHO, AND THAT THIS PLAT OF TM CENTER SUBDIVISION No. 1 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SS SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION ADA COUNTY AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2022, BY ROBERT L. PHILLIPS, AS PRESIDENT OF BRIGHTON CORPORATION WHICH IS MANAGER OF DINT INVESTMENTS, LLC. �3,�p,t LAND , - SIGNATURE OF NOTARY PUBLIC AARON L. BALLARD, P.L.S. 12459 a 12459 ENGINEERING MY COMMISSION EXPIRES c!'JgT Pao 5725 MOOS,I AIHO 37R3 DSCOVEY WAY PHONE(208)639-6939 ON L B P�,�-P kmengllp.com JOB NO. 21-172 Sheet 2 of 3 I Plat of TM Center Subdivision No. 1 I i APPROVAL OF ADA COUNTY HIGHWAY DISTRICT HEALTH CERTIFICATE THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN DISTRICT COMMISSIONERS ON THE DAY OF 20 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. i PRESIDENT ADA COUNTY HIGHWAY DISTRICT HEALTH OFFICER DATE APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20— BY THE CITY ENGINEER OF THE CI-TY OF MERIDIAN, ADA COUNTY, IDAHO.­----`-__ ._'___. - _ _ - ----- ---- CERTIFICATE OF ADA COUNTY TREASURER 1, 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. CITY ENGINEER APPROVAL OF MERIDIAN CITY COUNTY TREASURER DATE 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. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO SS ADA COUNTY I MERIDIAN CITY CLERK I 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 CERTIFICATE OF COUNTY SURVEYOR BOOK OF PLATS AT PAGES THRU 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 INSTRUMENT NUMBER RELATING TO PLATS AND SURVEYS. DEPUTY EX-OFFICIO RECORDER i ADA COUNTY SURVEYOR DATE FEE: \zoo LAND G1�O °- 12459 E N G I N E E R I N G �C-5 5725 NORTH DISCOVERY WAY q 9�F 0 p BOISE,IDAHO 83713 °e " PHONE(208po639-6939 kmengliFOB NO. 21-172 Sheet 3 of 3