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CC - Construction Drawings IS\pNAL fQUARTET NORTHEAST SUBDIVISION NO , 2 -1fr1irN ENSFDc�y PROJECT 860 CONSTRUCTION PLANS N 11 W MCMILLAN RD. ® MUM �N C. MERIDIAN IDAHO umu 10 1 ® m Digitally signed by z Lachlin C Kinsella, P.E. MERIDIAN, Date: 2021 .09.10 IDAHO ® 16:11 :04 -06'00' 0 50 100 200 300 LOCATION MAP w O H Plan Scale W.USTICK RD. V\' TOP TOP T P TOP TOP TOP T - - T P TOP- III TOP T VICINITY MAP N BLOCK 1 ~„ \ - E T� CREASON LATERAL = � - Y Ems- 32 EGTH T9P�EG- E� -EG= '.I z 32 0 \ c EG EG EG EG EG EG EG EG EG EG EG E NO SCALE O 33 34 35 m 1 O2 ___ � - - - _ - - >Lu � z 0 24 L INDEX OF DRAWINGS OO 29 Y 25 26 27 28 o SHEET NO. SHEET TITLE SHEET DESCRIPTION 31 W. THORNAPPLE ST. O 30 z 15 23 c� C1 .0 COVER SHEET BLOCK 5 z C1 .1 NOTES, ACRONYMS, LEGEND 30 14 16 O �ji �, 22 h'oRiygAp 31 C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN o �FA C2.0 ROADWAY IMPROVEMENT PLANS N. GRAND LAKE WAY PLAN AND PROFILE z 29 ; 13 17 O Q 1 O O 4 R. a < O C2.1 ROADWAY IMPROVEMENT PLANS N. GRAND LAKE WAY PLAN AND PROFILE o w 21 N 5 O C2.2 ROADWAY IMPROVEMENT PLANS N. SUNNYSIDE AVE./W. THORNAPPLE ST. PLAN AND PROFILE 28 >- 12 18 - 0 a u z BLOCK 6 O C2.3 ROADWAY IMPROVEMENT PLANS W. THORNAPPLE ST./N. CARLESE WAY PLAN AND PROFILE O27 Z 11 z 8 20 12 C2.4 ROADWAY IMPROVEMENT PLANS N. CARLESE WAY PLAN AND PROFILE O 19 O 11 O O 01 C2.5 ROADWAY IMPROVEMENT PLANS N. CARLESE WAY PLAN AND PROFILE 0 � BLOCOK 4 O �o�o��oe + 10 C2.6 ROADWAY IMPROVEMENT PLANS N. BARTOK ST. PLAN AND PROFILE 9sj`r.S 8 T TOE N C2.7 ROADWAY IMPROVEMENT PLANS N. ASISSI WAY PLAN AND PROFILE EE�T 19 qy O 0 10 C2.8 ROADWAY IMPROVEMENT PLANS W. THORNAPPLE DR. PLAN AND PROFILE z W. GRAND RAPIDS DR. OE 18 ����� roP C2.9 ROADWAY IMPROVEMENTS PLAN PAVEMENT MARKINGS AND SIGNAGE z QUARTET NORTHEAST 21 11 17 C2.10 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN 0 SUBDIVISION No. 1 12 j� C2.11 ROADWAY IMPROVEMENT PLANS DETAILS 16 > 0 o� C3.0 GRADING IMPROVEMENT PLAN m Q W 23 15 J C4.0 STORM WATER IMPROVEMENT PLANS Z) C) Lu qy 14 �P 0 24�� �k, C4.1 STORM WATER IMPROVEMENT PLANS DETAILS - �P z 25 �P�o C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE Q Q W 'Mr. Q L u 0 > C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE _ 0 C5.2 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE L1J U 27 0 G w C5.3 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE DO�B�FSPI, 28 C5.4 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE z W - P C5.5 SEWER IMPROVEMENT PLANS ALIGNMENT "C" PLAN AND PROFILE r01, C6.0 WATER IMPROVEMENT PLANS Q Top`_ C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS - o a -roP-STOP _FIVEM�� rOP�p� C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS X ro \ E C REEK o r u E TOE-TO_TOP roP L1 \ .0 LANDSCAPE COVER SHEET o E_TOE rOP_ _ � ��TOp\ roP 7 \ 1-2.0 LANDSCAPE PLAN O a _TOE z TOE rOP 5 \ L3.0 LANDSCAPE PLAN /�� O rOF Oq V \, °oe 1-4.0 LANDSCAPE PLAN 1-5.0 LANDSCAPE DETAILS O z a MERIDIAN ACCELA(CITIZEN 0 o ACCESS PORTAL)RECORD ID/ o PERMIT NUMBER: Admk aLD-RSU B-2021-#### z Y O Z C>WE1vD1AN*0-- ENGINEERING LL k 1>aAMO 5725 NORTH DISCOVERY WAY %*rks Depertrnent BOISE,IDAHO 83713 0 LEGAL DESCRIPTION D I G LI N E � + ��eu� en. PHONE(208)639-6939 CONTACT INFORMATION ■ kmengllp.com z o A PARCEL OF LAND SITUATED IN THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 4 NORTH, RANGE 1 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ■ ■ WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2021. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT , DESIGN BY: LICK N PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT D D ■` DRAWN BY: LICK Z ANY AN ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP DATUM 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY • CHECKED BY: LICK Q z ACHD COMPLIANCE MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 DATE: SEPTEMBER2021 z b HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE CONTACT: ZACH MEYERS PHONE: (208) 639-6939 ZONE 1103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL PHONE: (208) 378-4000 PROJECT: 21024 FAX: 208 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD ( ) 639-6930 Z DATUM OF 1988 (NAVD88). FAX: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. o POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO ■ SHEET NO. a LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN EMAIL: zmeyers®brightoncorp.com EMAIL: Ikinsella©kmengllp.com ■ J WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: ■ ■ �I .0 � 1 'a N O • NONE a CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS \ EN fN s c, STANDARD NOTES FOR REVISED 3/1/18 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING �p� �CSE'O 'y RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). (CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS STANDARDS D THE ACHD SPWC SUWILPPLEMENTAL BE SPECIFICATIONS. SS SPECIFICALLY OEXP APPROVED DISTRICT WRITING POLICY, BY THE E - EASTING PC - POINT OF CURVATURE 860 GENERAL CONSTRUCTION 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL ELEV - ELEVATION PI - PRESSURE IRRIGATION CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER s 9110121 0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR l 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY -y 9T Q v PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancitv.orq FLG - FLANGE R - STATION OFFSET RIGHT C� F Of CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), GRAVITY IRRIGATION RIM - RIM OF STRUCTURE- y�� DNS AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET GI GI - HIGH POINT SD - STORM DRAIN N C• K THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE)I FAILURE TO HAVE SITE, IT COULD BE GROUNDS FORA "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL PRIOR TO START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD a REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT LEGEND AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. GENERAL CONSTRUCTION NOTE NO. 1. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 8. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT BOUNDARY LINE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING # PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS PHONE 800 TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES.342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR LINK: HTTP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. - - OFFSITE BOUNDARY LINE cn 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE z WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE - - - - - - SETBACKS O FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT NO "TOLERANCES" ALLOWED. cn DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY - ROAD CENTERLINE j LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. LOT LINE LINE WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM QUARTET NORTHEAST SUBDIVISION ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. RIGHT-OF-WAY LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT NO. 2 FINAL PLAT. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 7, THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 0 FOUND 1/2 INCH REBAR 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A Op FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. NO-CHARGE RIGHT-OF-WAY PERMIT. 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "I THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE DRINKING WATER SYSTEMS (IDAPA 58.01.08)' AS WELL AS THE STANDARDS AND SPECIFICATIONS RULES FOR PUBLIC REFERRED TO IN AT THE CONTRACTOR'S EXPENSE. ACHD POLICY MANUAL. ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTES N0. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE CALCULATED POINT REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL PROPOSED IMPROVEMENTS DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO TRAVEL LANE. S SEWER LINE THE REQUIREMENTS OF THE 404 PERMIT. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A W WATER LINE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA CRITICAL FACTOR. CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE BEFORE CONSTRUCTION BEGINS. SD STORMDRAIN LINE ROUGH GRADING PLAN. PI 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. PRESSURE IRRIGATION LINE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). ASPHALT MINIMUBUILDINGS.GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAYFROM ALL TRAFFIC CONTROL NOTES SEWER MANHOLE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS wv AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL WATER VALVE PUBLIC WORKS INSPECTOR CONSTRUCTION. 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE DEVICES" FOR STREETS AND HIGHWAYS. ® WATER METER (V SEWER APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE ITEMS. FIRE HYDRANT 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. REQUEST OF THE AGENCY AND/OR THE ENGINEER. 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF W / SINGLE WATER SERVICE Oz 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER GRADING NOTES 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM w DOUBLE WATER SERVICE z Q MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE EDGE OF THE TRAVEL WAY. � DRAINAGE ARROWS 0 THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR z DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION ACTIVITY WITH THE EPA. 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. (n uj 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. FOR PUBLIC SAFETY. EXISTING IMPROVEMENTS - W WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 0 = J CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A s s s SANITARY SEWER LINE (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. co Q RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO w w WATER LINE � 0 � 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY ANY CONSTRUCTION. C EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO c c c c CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF GAS LINE PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER ANY CONSTRUCTION. z z ROADWAY SITE.GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE OP OP OVERHEAD POWER LINE Q Q 0 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY IRRIGATION NOTES ci ci CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD GRAVITY IRRIGATION LINE U-11 0 VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. 1. S SEWER MANHOLE = U STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC PIPE ZONE. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF ) STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO WATER VALVE ~ uj Q 2, IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT wv PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS PLANS. m 5 PRESSURIZED IRRIGATION MATERIALS. ® WATER METER 0 ` W 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES z BEING CONSTRUCTED. RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF 191 FIRE HYDRANT O CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. �Q� POWER POLE uj z THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL ENGINEERING REPORT. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DEMOLITION NOTES LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION m POWER BOX DRAINAGE FROM DEQ PRIOR TO ANY DEWATERING. EP EP EDGE OF PAVEMENT Q 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. CONSTRUCTION. INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER Ec EG EDGE OF GRAVEL FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". o AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL TREE DECIDUOUS m REMOVAL FROM THE SITE. CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND N 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I DURING DEMOLITION AND REMOVAL OPERATIONS. BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC STANDARD DRAWINGS SD-301 AND SD-302. Z 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 2645 - EXISTING GRADE CONTOUR z a MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 0 E 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF U 9 REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL FINAL ACCEPTANCE. COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING g, ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC Z REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL SECTION 4TIO TEST PRESSURE SHALL BE 150 PSI. EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, o PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE a 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. (� o CONSTRUCTION. a 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45' PROVIDED THE PIPE z " PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 0 Adlilk 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER U UTILITY NOTES APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO 0 Z CONSTRUCTION. Y 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE L.L Z IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G 3 A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY REGION (334-2190). BOISE,IDAHO 83713 0 o PHONE(208)639-6939 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN z w SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com z COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. i N DESIGN BY: LCK 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE N ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: LCK Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK o FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC 0 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: SEPTEMBER 2021 Z OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 21024 o GROUNDWATER THE DRAINFIELDLEVEL AREA.ATHE DIRECTED FIEMD SOILS HALL BE GEOTECHNICAL DISPOSEDENGINEER OF OFF SITE OR SITE MIXEDINSPECTION SHEET NO. THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, J THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. LJ..I 'a N O a rr SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. ENS fNG�y o � fp 0 60 120 180 �,� Plan Scale: 1" = 60' 8 0 KEYNOTES ® s 9/10/21 0 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND �(I PF OF PAVEMENT PATCH PER ISPWC SD-303 AND ACHD REQUIREMENTS. C. 2. RETAIN AND PROTECT WATER MAIN. CONNECT TO \ \\ EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. 3. RETAIN AND PROTECT SEWER MAIN. CONNECT TO —2544- ` — —2546 — 2547 — EXISTING SYSTEM PER SEWER IMPROVEMENT PLANS. lop -2548- 4. RETAIN AND PROTECT PRESSURE IRRIGATION MAIN. _4 -TO= CONNECT TO EXISTING SYSTEM PER PRESSURE TOR— SOP SOP_SOP ^^ \ 8 ME _ —TOE --FnF SOP--� TnP— �o - off - 0P 25474e _�^P IRRIGATION IMPROVEMENT PLANS. PROJECT BOUNDARY \ 8 �G1F — — —TOE— �02544oE 7 sae= �E�.ME T^E^E T =F CREASON LATERAL _ jT/1C i 8 'E= ��F- 5. RELOCATE OR REMOVE AND SALVAGE ROAD AND w _ 2546 25 3"- 1 2544 2547_ T �s SIDEWALK TERMINUS SIGNS TO OWNERS. o \ \\ T T 0 TO P 47 T T T - --� T 6. REMOVE GRAVITY IRRIGATION OPEN DITCH. 2\ - - = — - - - - - - - 546- = _ _ — — — .' 6 — — — — — — — — — — — — — 7. REMOVE GRAVITY IRRIGATION CONCRETE DITCH. \ 6 o w 6 8. RETAIN AND PROTECT CREASON LATERAL. \ \ � gz ``'A X�W �s LEGEND Ln \ w Z \ DITCH REMOVAL O Lu RS \ \ \ \ co I / 1 \ z s \ cc 4 3 \ N Q s .I \ I \ O a- 1 I I I ,{5� 4 \ \ \ z Z I \ z - i s _ S00, 5 I \ 4 \ I 0 = w _ \ m Q 0 00 — — 4"PI�-4"PI 4,pi 4 PI 4'PI 4 N \ / I PROJECT BOUNDARY Q "w 8"w 8"w 8"w 8"w 8"w - QUARTET NORTHEArp 01 ST Ln z W. GRAND RAPIDS DR. i \ SUBDIVISION No. 1 \ I \ z Q s"s S s°s s"S s"s 8"s s \ \ / Q Q - - - - - - - - - - - - - - - - - - - N I C o o PROJECT BOUNDARY w Z 4"PI 4"PI 4" E Cl I I \ \ 2 p_ \ i w w c� w w>00� a \ \ \ \ 1 Q z_ N \ a ? Ln - Z \ 00 a I \4 \ X \ I 0- T \TOP TOP � �� "PI W 4 \w TOE 301 T E 301 I b I \ \ 4 p/ \ \ I 7 Q TOP �O ai15"SD o 15 v TOE OZ �? TOE I \ a s u —TOP o \ I / \ S 8„w U8z s 8,. p / In \ a's� s„W S R/CGS'D RA \ I z w \ o z 3 as 8w \ \ 4 z a \ _ a . 8'S \ \ _ Is J \ S 0 3 ss \ \ 5 E N G I N E E R I N G L.L a 5725 NORTH DISCOVERY WAY 3 / BOISE,IDAHO 83713 p PI PHONE(208)639-6939 X —PP' f PS 4 P \ /. ti y / / kmengllp.com Z \ P \_ 1 \ l' p `PPJf�- P 6"P1 .. \ \ gee/// 5 I DESIGN BY: LCK `\\\ / \ � / \ DRAWN BY: LICK ��-P-P e PI 6„P \ \` 5 (OQ'P / \ \ I CHECKED BY: LICKa P j ==Z�__- _== P pi�L 6 \ \, 8s �Q\ ti j/ \ \ \ \ DATE: SEPTEMBER 2021 z �� fp 6,� \' y 1 / I PROJECT: 21 024 o T _ FIVE 'tom_ __��$p �\fP l \ •� � �` MILE CRE —� ������� — __ P. p, s, � 1�5 °/ \ \ \ G C1.2 mow/ o TOE= \ `�� IOE_= _ ` \ ` ��\\\\\� \ 6'A g \\\ \ I a TOE EG ��� �� \\\\\� \ / /° i� SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION ° STA., OFFSET SIDE 1 FINISHED GRADE SLOPE 9110121860 • SEE ROADWAY PLAN SEE ROADWAY PLANP�� v SHEET C2.8 I • I SHEET C2.7 BLOCK 6 GRADE BREAK �,5, F Of BLOCK 4 I BLOCK 5 QUARTET NORTHEAST I C K\N I 46.04 LIP/GB O SUBDIVISION No. 1 27 1 14 16 I I +42.1 1, 23.23'L ---- --- - -- SAWCUT LINE I SEE DETAIL SHEET C2.11 1 46.47 TOC °° 44.75 LIP/GB 1 +50.88, 27.90'L 1 +15.87, 16.00'L I ° I 45.91 FL w B 1 ° +50.88, 19.75'L C I a 1 +50.88,45.51 027.90'L I CIVIL ACRONYMS o 44.91 FL 46.04 LIP/GB } 46.29 PT/GB +50.88, 19.75'L +90.43, 23.91'L Q +62.37, 18.00'L ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS } 4, PT 46.37 PC FOLLOWS: 28 / z +62.37, 18.00'L 15 vwi _ +65.85, 118 00'L O 44.84 PC = o \ 46.31 PC +79.28, 18.on'I - - CLA - ROADWAY CENTROADWAY I�RLINEOM CENTERLINE Q / ° cn 45.55 46.00 +69.37, 18.00'L o° +69.37, 18.00'L o o _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - ° z r, +00.00, 18.00'L - - - - - - - - - - -+00.00_18.00'L - - - - - - - - - - - - i u - - - - - - - _� - PC - POINT OF CURVATURE 2 �° ° 2 ° I Z 2 ° PT _ POINT OF TANGENCY N 4 o a W ELE. ELEVATION gyp � I 1 L - STATION OFFSET LEFT Z U R - STATION OFFSET RIGHT 3 �x wv �p 0 6l% ��� gp�O'�° 0.80% g 1 TBC - TOP BACK OF CURB } RIM - RIM OF STRUCTURE 30+00 1 0.69% I o �' Z 1 N. GRAND LAKE WAY f o w 4 f o J _ LIP - LIP OF GUTTER 31+00 0.45% 32+00 33+00 0.45% C 34+0\ / 0.49% 35+00 W - I - N - - - - -0.50% - N W MA - MATCH EXISTING SW - SIDEWALK N0 o Q o Q o U = EP - EDGE OF PAVEMENT v) 1 4 1 oN 4 0 1 ' FL - FLOW LINE ZC14O "' TOC - TOP OF CONCRETE b\ b\ � HP - HIGH POINT N 0 0 ��� CR - CURB RETURN >W ° 7 C W POC - POINT ON CURVE L w 2 ° 2 g ° 2 0) G - - w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -°- - - - - - - - - - - - - - °' T INTERSECTION• IN EC ION A - - - - - - - - - - - - - - - - - - - - - - - - - - - co N PRC - POINT OF REVERSE CURVE 44.75 CL 45.45 CL 45.90 CL 46.22 CL jop To 44.Ot MA 45.07 CL/INT 44.84 FL 46.43 CL/INT 45.87 FL o +65.85, 0.00' +69.371 0.00' +15.87, 0.00' +50.88, 17.50'R +00.00, 0.00' 7 W +00.00, 0.00' +69.37, 0.00' +15.87, 0.00' +50.88, 17.50'R 46.28 CL/PC I SHEET NOTES 44.1 t MA 44.84 45.16 45.44 TOC 45.55 0D 46.00 46.31 46.52 46.47 TOCD T +79.28, 0.00' +65.85, 18.00'R +69.37, 18.00'R +15.87, 18.00'R +50.88, 26.00'R +00.00, 18.00'R +00.00, 18.00'R +69.37, 18.00'R +15.87, 18.00'R +50.88, 26.0O'R 46.37 PC A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD I p I +79.28, 18.00'RI NOTES. 0 1 I 301 46.19 CL/GB I I I o oe B. SEE SHEET C2.9 FOR PAVEMENT MARKINGS AND SIGNAGE B I I o� +62.37, 0.00' I PLAN. 0 I ��OP 46.29 GB +62.37, 18.00'R I C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. o - - D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET z SECTIONS. E. SEE SHEET C3.0 FOR LOT GRADING. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS N . GRAND LAKE WAY PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS N CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. z z zJ KEYNOTES ® 0 Q 2559 2559 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD C) Ln SUPPLEMENTAL STANDARD DRAWING SD-701. \ 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / O z 0 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 = LJJ Q 3. INSTALL 4' WIDE VALLEY GUTTER PER ACHD m Q 2 z 2556 2556 SUPPLEMENTAL STANDARD DRAWING SD-708. Z 0 w Q 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z O °O°• M PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES (/) Q Q �i SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q + C° (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) W Q 0Oo M AND SHALL BE COLORED 'TRAFFIC YELLOW'. 2553 II "' 2553 pC Q w 00 LO + II z � co O \Q 0 < Z N N W N z II � II m 2550 z o N w > w II 2550 W Q L7 L) Z W J � II - 0 w �0/ z N w > I..I. m ~ J Q LLI II z w D Q w 2547 ; w 2547 N FINISHED GROUND -0.50% 0.49% N m 0.45 a Z 0 - - z 2544 _ _ - - - - - - - - - - - - - - - - - - - - - - - - - 2544 z - - - - - - - - - - - - - - - - - - - EXISTING GROUND U �? o D o a 2541 N 2541 a z N O O O Q U 2538 2538 z knif 1 O ENGINEERING LL 5725 NORTH DISCOVERY WAY 3 a EXISTING GROUND CENTERLINE PHOINE(08)639 6939 O 2535 FINISH GROUND CENTERLINE 2535 kmengllp.com z N DESIGN BY: LCK N M c0 C00 r O n N 00 to 00 (o 00 N O (O O) N r7 O c0I� O a0 DRAWN BY: LCKIC! a0O N 00 o N CO r O ,n N N 4 M 4 M M M 4 M M � c6 ' c6 't (6 (6 (6 (6 (D z I It 't ItIt 't g uO 0 I � It 0 It 0 � � � � � � � � � � � � � � � � � � � � U5 u) 0 LO 't u `r (n � (n � CHECKED BY: LCK Q a N N I0 N � N � N � N 0 N 0 N � N V N V) N V) N V) N � N N N N � N Ln N L0 N � N N N N N N N N N N N N N N N N N N N 0 DATE: SEPTEMBER 2021 PROJECT: 21-024 0 29+40 29+70 30+00 30+30 30+60 30+90 31+20 31+50 31+80 32+10 32+40 32+70 33+00 33+30 33+60 33+90 34+20 34+50 34+80 35+10 SHEET NO. Lu s J v 'a N O a SHEET LEGEND `'S\pN A L f NC �ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSf0 /yF STA., OFFSET SIDE / -A o wv /l \ -� \ �^ 1.50% FINISHED GRADE SLOPE 96860 110121 Ile 48.95 F c� L -yC� qTF OF \�P� 49.55 TOC �' o oo +15.54,49.47 17.50'L GRADE BREAK y��N C K\NS� I / SEE ROADWAY PLAN +15.54, 26.001 -A -A +21.54, 18.001 \ I N / a: / SHEET C2.8 49.47 TOC % __ ___ _ __ \ _(4* o / BLOCK 5 +01.54, 26.00'L 8 -- SAWCUT LINE \ BLOCK 6 I a I O 48.87 FIL 2 49.62 +01.54, 17.50'L a 31 0 0 +47.54, 18.001 \ O7 I O z I SEE DETAIL SHEET C2.11 49•32 -A ' ' O 0 I +95.54, 18.00'L� o 49.53 CL CIVIL ACRONYMS ^ ,� ° o' 2 5 +47.54, 0.00' V °� � � ~ 1 0 � 9 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS \ 47.85 TOC o+ \ FOLLOWS: +31.87, 27.71'L / e o, 10 49.62 46.72 POC +1 1.24?18 00 B / 50.00, 18.00'L 47.22 FL 47.84 TOC \ STA. - ROADWAY STATION FROM CENTERLINE p0 +47.54, 18.00'R Q +31.91, 19.63'L I +06.21, 29.32'L 48.72 CL/PT/GB \ Ask N 1 CL - ROADWAY CENTERLINE o V 0 47.24 FL +1 1.24, 0.00' �/ \o 0 8 PC - POINT OF CURVATURE �V 47.54 PCC/GB 49.32 0 0 0 �° +05.28, 21.24'L 3 v PT - POINT OF TANGENCY L 2 \ \� +20.09, 18.00'L I 47.51 PCC GB +95.54, 18.00'R ELE. - ELEVATION Q^' \ o° 47.20 POC I r +20.73, 18.00'L 48.16 POC/GB 0 � � ' � ° � k / 6 \ 5 2 � +2�54 18.00'R R - STATION OFFSET RIGHT At o ( M - +50.00, 18.00'L / 1 +00.00, 18.00'L r'- p59% 48.82 LIP TBC - TOP BACK OF CURB �/ `� 1 - _ _ _ _ _ / \ - - - _ - - 2 p y +82.54, 16.00'R +85 54.95 FL17.50'R RIM - RIM OF STRUCTURE 48.40 LIP/PT/GB Arpk0 3 / �4 LIP - LIP OF GUTTER [� 0 3g - +1 1.24, 16.00'R 7 49.55 TOC MA - MATCH EXISTING o / ni �! �� 0 00• �0 o 8 48.60 POC i +15.54, 26.00'R SW - SIDEWALK 49q R N \ o - \ EP - EDGE OF PAVEMENT vn 0 1 +73.7�3.54'R 48.51 LIP \ \ ��, 48.87 FL FL _ LINE +29.54, 20.00'R \ TOC - TOP CONCRETE z • o w� +01.54, 17.50'R O /46.62 CL/POC _ 37 4 S9 39 49.47 TOC / +50.00, 0.00' 0 89% +p0V 48.93 EP HP - HIGH RETURN POINT N \ -� - 38+00 4 LAKE WAY 0-82% 0 1 N ' a \\ +01.54, 26.00'R POC - POINT ON CURVE > w N.GRAND o 48.14 LIP +77.50, 33.88'R w � � �oP / 0.87% -) 4 +77.79, 24.60'R o I `49.27 0 INT - INTERSECTION �� ��� e \ +87.54, 18.00'R \ � PRC - POINT OF REVERSE CURVE 46.72 POC � � \ 2 7 � �48.52 EP � o roe / +50.00, 18.00'R m 1`�° 47.87 CL/GB \ \ > cc 4 ° +83.73, 39.67'R \ / \\ o� 4 ��\ 2 13 R \ \ �\ 6o SHEET NOTES +67.92, 0.00' 47.11 CL/POC O ° b' c� 48 \ � RP\ s ��° ^ \ \ � \ �X\S N ��E o o A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +50.00, 0.00' ��To _ N 2� R3 - w \ / Sp ENS o ` NOTES. oy P-TOP_ - ^ ° 0 >°r: ° ° - - - - - rn a? �, 48.50 PRC 47.20 POC a - - - / \� - - - n +58.03, 18.00'R \ , \� \ B. SEE SHEET C2.9 FOR PAVEMENT MARKINGS AND SIGNAGE +50.00, 18.00'R o 47.45 CL/GB o e R30 - - A 48.06 CL/POC/GB r n \ eP \ o ao1 +20.09, 0.00' / 47.41 CL/GB �Fc EP \ \ �', ` PLAN. c^ +00.0000' , 0.00' O - - 49.71 EP/GB -�` O 9 47.55 PRC/GB a I 48.16 POC GB \ o < " �o C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. o \ / / +29.54, 80.00'R o t!` 1 -� +22.54, 18.00'R P 47.51 POC/GB o O \ T _ - - - �- - �� +00.00, 18.00'R 03 \ \ q +20.73, 18.00'R B n o ` 2 0 D. SEE SHEET C2.1 1 FOR TYPICAL ROADWAY STREET z TEMPORARY TURNAROUND \ o � �C 47.14 FL I � � I � \ � SECTIONS. \ +32.06, 19.1W,R I I O 47.17 FL \ 0 +01.03, 18.76'R \ �° 47.72 TOC 13 E. SEE SHEET C3.0 FOR LOT GRADING. \ o +32.09, 27.21'R• L - - 47.76 TOC \ o 0 - - +00.23, 26.91'R \ \ q F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO \ A \\ \ TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS N . GRAND LAKE WAY PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS N CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. z z zJ KEYNOTES ® O Q - 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD C) 2559 2559 SUPPLEMENTAL STANDARD DRAWING SD-701. Ln 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / O z 0 Lq ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 = LJJ Z 3. INSTALL 4' WIDE VALLEY GUTTER PER ACHD N o SUPPLEMENTAL STANDARD DRAWING SD-708. LJJ Q Ln 2556 M p II 2556 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC + a STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z O 04+ r- oN M U)`O PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES (/) Q Q +o Y It a SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q _ u II w N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) M M N o m AND SHALL BE COLORED 'TRAFFIC YELLOW'. W O W 2553 N z N Y L > 2553 5. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD - Q SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL W J L N w N m Li THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY Q 0 U II w w II APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" O m II w °D II r?i MINUS CRUSHED AGGREGATE. z Z J Z w < w 6. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND 0 2550 0 Li "w 2550 GUTTER TO 3" ROLLED CURB AND GUTTER. LJJ Q Q9 7. INSTALL 5' WIDE ASPHALT RAMP, 2" ASPHALT OVER 8" O z FINISHED GROUND .59% OF 3/4" MINUS CRUSHED AGGREGATE BASE MATERIAL. Of Q � 8. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE PER ACHD SUPPLEMENTAL STANDARD DRAWING 0.89% -0.87% 0.82% , SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE �� I ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE X 2547 2547I DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. N - - - - - _ _ - 9. INSTALL TERMINUS BARRICADE TYPE III PER ACHD _ _ _ - - - - - - - - - - - SUPPLEMENTAL STANDARD DRAWING SD-1132B. z - - - - I o _ _ - - - - - - - - - - - I _ _ _ _ _ _ _ - - - - - - / BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM z - - - EXISTING GROUND I WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. z I PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO O 0 2544 2544 BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. I 10. REFER TO CREASON LATERAL IMPROVEMENT PLANS FOR Z ADDITIONAL INFORMATION. (SEPARATE PROJECT) U STORM DRAIN o SYSTEM 00 2541 2541 a z N O O O Q Admhk U DC z z 2538 2538 p ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 a PHOINE(08)639 6939 O EXISTING GROUND CENTERLINE ° 2535 FINISH GROUND CENTERLINE 2535 kmengllp.com ' N DESIGN BY: LCK o a (O N � DRAWN BY: LCK n r- N co o Ln o o 000 N r- � � � � � 0) Or- O (6 N0 ^ � n . t 6 . � O . N � r- 0) coLnD Ln U Sr Ln U Lri V) 00 LO00 uj 0 ui 00 co0 co0 It It CHECKED BY: LCK C14 C14 Lr) a( CO � � 'It 't It It � � It LO � 'n DATE: SEPTEMBER 2021z 0 N d 0 d 0 � N N NN N N NN N N N N N N N N N N N N NN N N PROJECT: 21-024 CC Z 0 SHEET NO. G s 35+10 35+40 35+70 36+00 36+30 36+60 36+90 37+20 37+50 37+80 38+10 38+40 38+70 39+00 39+30 39+60 39+90 40+20 40+50 40+80 41+10 41+40 41+70Lu J v 'a N O a 1..� SHEET LEGEND S\pNAL fN i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �\CENSE-O �Y STA., OFFSET SIDE ?' BLOCK 1 1.50% FINISHED GRADE SLOPE 9i 860 I Q I 27 28 29 30 31 32 ���qTF 0f SEE DETAIL SHEET C2.11 O GRADE BREAK y��� \Ncjk. o I C. K I I ---- --- - -- SAWCUT LINE I I A I I I I I CIVIL ACRONYMS 44.48 POC/GB ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 43.2t MA 43.63 44.12 +72.92, 16.501E FOLLOWS: +12.53, 16.501E +00.00, 16.501E +00.00, 16.501E 44.87 CL/POC STA. - ROADWAY STATION FROM CENTERLINE a 2 " CL - ROADWAY CENTERLINE o " 44.57 CL/GB ° +12.24, 0.00' +72.92, 0.00' PC - POINT OF CURVATURE 44.79 POC PT - POINT OF TANGENCY +12.24, 16.501E ELE. - ELEVATION L - STATION OFFSET LEFT Q �0 o f 1 N. SUNNYSIDE AVE. R - STATION OFFSET RIGHT 0 00 11+00 o N 12+00 0.50% 13+007 \ TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER wv g N 1?01 33 MA - MATCH EXISTING gi \ SW - SIDEWALK o EP - EDGE OF PAVEMENT cn 44.48 POC/GB ��, \ FL - FLOW LINE z " �� \ TOC - TOP OF CONCRETE 0 " 2 "° "° >" +72.92, 16.50'R 1 HP - HIGH POINT N - - - - - - - - - - - - - - - - - - - - -f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CURB T d3 43.3f MA 43.71 CL 44.20 CL 44.79 POC \ CR - U RETURN L h POC - POINT ON CURVE - +12.53, 0.00'R +00.00, 0.00'R +00.00, 0.00'R +12.24, 16.50'R 5� U, " ° INT - INTERSECTION 43.2t MA 43.63 446 2 C 45.10 PT \ PRC - POINT OF REVERSE CURVE +00.00, 16.50'R +00.00, 16.50'R U' 2.00% 2.00% +12.53, 16.50'R n +51.56, 16.50'R 45.10 PT SHEET NOTES 0 45.18 CL/PT I 1 1 I +51.56, 16.501E o 1 +51.56, 0.00' I 2 I 2 I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. A 34 B. SEE SHEET C2.9 FOR PAVEMENT MARKINGS AND SIGNAGE MATCH LINE - PLAN. QUARTET NORTHEAST O O O O C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. SUBDIVISION No. 1 11 12 13 14 SEE SHEET C2 . 3 D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET ml BLOCK 4 I ° SECTIONS. 'n E. SEE SHEET C3.0 FOR LOT GRADING. w ap 4, a l� 35 F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO Q " - - - - - - TOLERANCES WILL BE ALLOWED. p G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. N . SU N NYSI DE AVE ./W. THORNAPPLE ST. PLAN AND PROFILE w I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS J CONTACT ACHD INSPECTION FOR VERIFICATION OF N ILL. 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT O MARKINGS. O oc Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' a J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. z Z 0 KEYNOTES ® O Q Q 2559 2559 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Ln Q SUPPLEMENTAL STANDARD DRAWING SD-702. J \ � 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 = W c~ mQ � w 2556 2556 w a cn - > � ci z O z Lq w Q o 2553 2553 = pC + w r7 II O Q \ LLi II 00 z > Q� Nei Q 2550 U) N 2550Lu 0 wN m W Q p N Q w II F.- O (/ Ld m II < � z N aw � w z 2547 II w 2547 V) a zm J N W N m V 2 s 0 78% F FINISHED GROUND z 2544 0.50% 2544 O 0 _ - - - - - - - - - - - - - - - U w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2541 EXISTING GROUND 2541 0 a z N O O Admbk Q U 2538 2538 z knif 1 O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 a EXISTING GROUND CENTERLINE PHOINE(08)639 6939 O 2535 FINISH GROUND CENTERLINE 2535 kmengllp.com z N DESIGN BY: LCK o ` ' C14 � o Nr7 ` � ( ° °) °�o 0 . . n . r) . � (0 . DRAWN BY: LCK N N N N N 4 N 4 N 4 N 4 N N L6 g 0 Ln �n �n �n �n �n �n �n �n cn �n CHECKED BY: LCK C If) N N a 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 o DATE: SEPTEMBER 2021 z PROJECT: 21024 0 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 SHEET NO. Lu o J v 'a N O a SHEET LEGEND \ sA SS\OC E N S TOE TOE TOE - - I I \ \� TOE TOE TOE �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �� fp \ -40 TOP TOP Top STA., OFFSET SIDE SEE ROADWAY PLAN \ �' Ec Ec Ec 8 0 a SHEET C2.6 \ \ 1 FINISHED GRADE SLOPE s� 9/10/21 �o � BLOCK 1 I ° � BLOCK 5 \\ c�Ec Ec Ec 0 Of GRADE BREAK NS�v C. K ~ 1 2 ---- --- - -- SAWCUT LINE N SEE DETAIL SHEET C2.11 S off co si A 45.46 Pc � s z CIVIL ACRONYMS +15.06, 16.501 ALL 45.38 � 45.88 PT � 46.24 PC/GB OLLOWS GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +88.06, 16.501 +51.56, 16.501 ui +00.00, 16.501 ° 45.95 TO I STA. - ROADWAY STATION FROM CENTERLINE+79.93,° +79.93, 23.58'L 46.32 CL/PC 45.58 FL +51.56, 0.00' CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE _+79.93, 17.32'L s - - - - - - - - - - - PT POINT OF TANGENCY w N 2 I s 2 \ ELE. ELEVATION L - STATION OFFSET LEFT z r , R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE 1 45.46 LIP } 0 45.98 POC LIP - LIP OF GUTTER J w 0.57% 15+00 +51.56, 14.50'L 3 4 16+00 I N 0.57% 1 \ +90.78, 16.50'L MA - MATCH EXISTING 2 W 0 - - 4_ - 46.06 CL/POC SW - SIDEWALK EP - EDGE OF PAVEMENT cry 6� .66 \+90.78, 0.00' - FLOW LINE z U 1 W.THORNAPPLE ST. FL 1 0 1 �° TOC - TOP OF CONCRETE �� °\ HP - HIGH POINT N QcD CR - CURB RETURN > w 4 C° '(x 007: \ 45.81 CL/GB POC - POINT ON CURVE o ~ w s f ° z ° 2 INT - INTERSECTION 45.72 PT/GB 45.75 CL/INT 15 46.24 PC/GB h � s s \ +51.56, 0.00'L O +51.56, 16.50'R M� +30.00, 16.50'L SHEET NOTES 45.46 CL +00.03, 0.00'R 45.67 45.57 FIL ~ 45.98 POC } s A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +51.56, 16.50'R +79.93, 15.67'R 0o o +90.78, 16.50'R ° Q I NOTES. 45.38 +00.00, 16.50'R 45.89 TOC J J 45.72 PT/GB L0 I w s B. SEE SHEET C2.9 FOR PAVEMENT MARKINGS AND SIGNAGE +79.93, 20.67'R Q Q +30.00, 16.50'R 1 w PLAN. in 1 BLOCK 4 C° ' ` i v C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. o 14 16 Z D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET z 2.00% 2.00% y SECTIONS. i E. SEE SHEET C3.0 FOR LOT GRADING. MATCH LINE - F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. SEE SHEET C2 .'T G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS W. T H O R N A P P L E ST./N . CA R L E S E WAY PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS N J CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O O CC J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. z Z KEYNOTES ® O Q Q 2559 2559 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Ln z SUPPLEMENTAL STANDARD DRAWING SD-702. \ Q 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / O z 0 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 = LJJ >_ 3. INSTALL 4' WIDE VALLEY GUTTER PER ACHD CO Q Q 2556 2556 SUPPLEMENTAL STANDARD DRAWING SD-708. Z) 0 W 4. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD V) z O SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED LV Lf DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. (/) Q J LD o Lq DOMES SHALL BE RIGID INSERTS WET-SET INTO THE Q _ Q o CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT '+ '+ ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. I"I••I 0 U 2553 2553 pC z II4 M u W L0 CO Q c N N It w z z Y � J oN wN z 2550 wCl - m 2550 w Q Q ui w z Zw �w 0 Q = FINISHED GROUND 0 2547 2547 a N 0.57% -0.66% 0. 7% -0.45% z 0 z z 5 2544 2544 O 0 - - - - - - - - - - `-' EXISTING GROUND 0 0 2541 2541 � a z N 0 O O Q knif 1 U 2538 2538 z O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 a EXISTING GROUND CENTERLINE PHOINE(08)639 6939 O 2535 FINISH GROUND CENTERLINE 2535 kmengllp.com z N DESIGN BY: LCK o N 0�)i OKi Mr N 0 M n M Lq M � DRAWN BY: LCK co M0o 0) n ri ri zIt g n 0 �n In Itt t `r �n �n CHECKED BY: LCK Q z 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: SEPTEMBER 2021 PROJECT: 21024 0 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 SHEET NO. Lu s J v 'a N O a SHEET LEGEND 301 / S\ANAL N F //° �* �ELE.STA OFFSETDESCRIPTION FINISHED GRADE ELEVATION \�ENSFO y 0 w w 0 / 1.50% FINISHED GRADE SLOPE 91101211 0 BLOCK 5 ° / q P v O O O Og O a I // GRADE BREAK �yC/ 0f w a DNS w O o o O I / C. K SEE DETAIL SHEET C2.1 1 ---- --- - -- SAWCUT LINE A 44.29 TOC 44.38 ePOC I 43.95 FL c+50.00, 16.501 ` / CIVIL ACRONYMS +16.23, 15.671 44.28 PC 44.10 POC GB "�� 2 // FALL OLLOWS GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 45.41 44.96 44.51 +90.00, 16.501 +00.00, 16.50'L +00.00, 16.50'L +00.00, 16.50'L g_ _ _ STA. - ROADWAY STATION FROM CENTERLINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROADWAY 1 CL - 0 AY o 4 rn 2 ° ° ° ° ° / PC - POINT OF CURVATURE rn 3 PT - POINT OF TANGENCY 0 ELE. - ELEVATION 0 0 1 L - STATION OFFSET LEFT g No 21k0 R - STATION OFFSET RIGHT T ^ - TBC - TOP BACK OF CURB 1 l , 18+00 1 f 0.45% 19+00 N. CARLESE WAY 20+00 0.45% 44.38 POC RIM - RIM OF STRUCTURE - - rn = - 3- - - - - -N 2 ° +50.00, 16.50'R LIP - LIP OF GUTTER rn 0 l no 44.47 CL/POC MA - MATCH EXISTING r 1 0 0 1 � +50.00, 0.00' 22 SW - SIDEWALK if 1N 43.95 FL O EP - EDGE OF PAVEMENT cry % +15.71, 15.67 R FL - FLOW LINE z � 44.28 TOC TOC - TOP OF CONCRETE � N rn ° _ ® +15.64, 20.69'R HP _ HIGH POINT N 2 ° ° ° °� 4418 CL/POC/GB CR CURB RETURN w - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POC - POINT ON CURVE ~ i W 45.49 CL 45.04 CL 44.59 CL 44.36 CL/PC rn +90.00, 0.00' rn O INT - INTERSECTION +00.00, 0.00' +00.00, 0.00' _ +00.00, 0.00' +49.70, 0.00' ►- i 21 4+00 0, 44.96 CL - o 44.51 CL 44.28 PC 44.10 POC/GB PRC - POINT OF REVERSE CURVE +00.00, 16.50'R +00.00, 16.50'R 6 � +00.00, 16.50'R +49.70, 16.50'R +90.00, 16.50'R SHEET NOTES n r I r o A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o I NOTES. ago A B. SEE SHEET C2.9 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. QUARTET NORTHEAST C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. 16 17 18 19 20 SUBDIVISION No. 1 D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET z SECTIONS. BLOCK 4 E. SEE SHEET C3.0 FOR LOT GRADING. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS N . CA R L E S E WAY PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS N CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. z z KEYNOTES ® O Q J 2559 2559 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. �\ O 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / O z c- ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. p = w 0 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD m Q :E z SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED Z) p Q 2556 2556 DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. Ln - w z DOMES SHALL BE RIGID INSERTS WET-SET INTO THE � Q CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT z O J ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q } w p � � 2553 2553 = pC _ w O w w 0 O Q � " z � Q II p U 2550 2550 w Q z 6L 0 CA w II a�j 2547 w 2547 a m x N N M FINISHED GROUND -0.45% 0 z 2544 047 2544 0 ° 0 - - 0 EXISTING GROUND 0 2541 2541 � a z N N O O N o N Q U 2538 2538 z O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 a EXISTING GROUND CENTERLINE PHOINE(08)639 6939 O 2535 FINISH GROUND CENTERLINE 2535 kmengllp.com z N DESIGN BY: LCK O u') n 0 LO M N " 00 N � o 00 0) 0) r- r- r) r- r- 0 N (0 It N O 0) ;_0 (0 (n N N r) (n DRAWN BY: LCK n (Cj M M (Cj n n n r7 M N N N N N N z 't It 't It 't g �n �n �n 0 � (' � (' � (O � (O � CHECKED BY: LCK Q LO 0 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 0 DATE: SEPTEMBER 2021 z PROJECT: 21-024 0 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 SHEET NO. Lu s J v 'a N O a SHEET LEGEND ASS\pN A L f Nei 10? \\ l / s l *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION Q�p� \,\pENSFO y \ / STA., OFFSET SIDE s �°e \\0 BLOCK 5 1� FINISHED GRADE SLOPE 0 e/ �oe-� 9/10/21 Pao v •co �° \ O O � , C.�' °f SEE DETAIL SHEET C2.11 45.54 TOC GRADE BREAK \ I ° y� K NS�v a/ �oE > oQ 11 +26.07, 26.40'L I s o / 44.93 FL / +26.07 18 25 L / ° / ---- --- - -- SAWCUT LINE / o A 45.48 +14.58, 16.501 \ / 45.30 S \� �So _\oe +09.58, 16.501 I s I CIVIL ACRONYMS / / 44.58 POC 45.37 PT/GB I I +91.55, 16.50'L 45.09 POC m +00. POC +98.93, 16.50'L / ' � I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS TOP s +00.00, 16.50'L Q +00.00, 16.50'L FOLLOWS: 44.74 PRC 45.74 POC/GB I ° I in _ - - - - - - - - - - - - +36.63, 16.501AM STA. - ROADWAY STATION FROM CENTERLINE v) n g S S 1 2 - _ _ / Q / SEE ROADWAY PLAN CL - ROADWAY CENTERLINE o _ _ PC - POINT OF CURVATURE 2,X�0 _ _ _ S S / W S I SHEET C2.0 PT _ POINT OF TANGENCY 2 s s a Y ELE. ELEVATION ��/ Q I L - STATION OFFSET LEFT :\ v, 7 23+00 N. CARLESE WAY 24+00 1 0 1\° p I R - STATION OFFSET RIGHT `� _ ^ 0 0 47q, _ - �- _ o Z s TBC - TOP BACK OF CURB rr7l ) I RIM - RIM OF STRUCTURE o ��- N 0.60q K A ` /� - 1 1 �- 1 0° ��� 25 p 6 gyp- C7 / LIP - LIP OF GUTTER 22+00 I N oo +O0 6 5g Z S MA - MATCH EXISTING / SW - SIDEWALK EP - EDGE OF PAVEMENT vn O ` 45.45 CL/PT/GB - 1.61Z A 1 +98.93, 0.00 2.009/ / FL - FLOW LINE z /`� �/ > s 6 /�� 2 pOq s TOC - TOP OF CONCRETE 0 � `/ _ _ _ - - _ - - - s 2 5 I HP - HIGH POINT N 45.18 CL/POC - - _ 45.37 PT/GB S I CR - CURB RETURN W 21 21 2 ° - - - +00.00, 0.00' M m o +98.93, 16.50'R �° / POC - POINT ON CURVE w _ 44.82 CL/PRC (0 �- df ^ �s INT - INTERSECTION +25.39, 0.00' 45.09 POC I I 45.82 CL POC GB ° (do 4 I PRC - POINT OF REVERSE CURVE o / / 45.07 CL/INT 44.66 CL/POC 44.74 PRC +00.00, 16.50'R +36.63, 0.00' / +62.58, 0.00' co +91.55, 0.00' +25.39, 16.50'R c� 45.74 POC/GB / SHEET NOTES 44.58 POC 45.74 , C/GB R 1R s R30' 44.75 CL/LIP +91.55, 16.50'R "' o / +42.58, 0.00' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD A 45.65 CL/POC 45.24 / NOTES. +00.00, 0.00' +09.58, 16.50'R 45.57 POC 45.39 B. SEE SHEET C2.9 FOR PAVEMENT MARKINGS AND SIGNAGE +00.00, 16.50'R +14.58, 16.50'R I I PLAN. 44.77 FL I C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. 25 26 +26.07, 18.25'R I I z 24 45.32 TOC I / D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET +26.07, 26.40'R ° / SECTIONS. QUARTET NORTHEAST 22 23 BLOCK4 27 / ° / E. SEE SHEET C3.0 FOR LOT GRADING. SUBDIVISION No. 1 28 / ° I / ° I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. I / / G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS N . CARLESE WAY PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS N CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. z z KEYNOTES ® O Q J 2559 2559 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. �\ O 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD / O z c- SUPPLEMENTAL STANDARD DRAWING SD-701. 0 = W 0 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER m Q :E z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. Z 0 UJ Q 2556 2556 z 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD z O Q SUPPLEMENTAL STANDARD DRAWING SD-708. J CL IC! 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q Q } M rn 0 STANDARD DRAWING SD-712A Lq 00 , WITH TRUNCATED DOMES w Q 0L Q + 00 N 00 � PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES _ 5 2553 N + `t 0 N 2553 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE = G N 0 + (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) - W II N + N AND SHALL BE COLORED 'TRAFFIC YELLOW'. W V) QN II II N Q J N C Lo < II II 6. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O ac Y I � cn � o GUTTER TO 3" ROLLED CURB AND GUTTER. Q wN Y `t Y ' � U)u z u 0 ~ z 2550 w � N m N Y o N 2550 fn w Q 0 11 Ld Il m LLI N II O < LLJ Q � w II of w > 0 W 0 Lj O Z J _ LLI (D CL 2547 1 1 1 2547 a N FINISHED GROUND N a -0.60% 0 0.47% -1 61% 00q° z z E 2544 2544 O - - - - U EXISTING GROUND 0 0 2541 2541 � a z N 0 O O Q U 2538 2538 z O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 a PHOINE(08)639 6939 O 2535 2535 kmengllp.com z N DESIGN BY: LICK (0 O 00 N r- � 0) (0 O N 0)N 00 rn (0 0 0o N rn M O M N r7 (o `� CO (o (O (O (O 00 (O (fl DRAWN BY: LICK N N r7 r7 r7 r7 Lri M M r7 Lri r7 Lri M Lri � � Q I u- I I 0 0 Ln Ln u � � � � CHECKED BY: LICK a 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 o DATE: SEPTEMBER 2021 z PROJECT: 21-024 0 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+00 SHEET NO. Lu o J v 'a N O ti N a SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSFD �Y STA., OFFSET SIDE 2 ?' 1.50%� 8 0 FINISHED GRADE SLOPE J, 9110121 p \ " GRADE BREAK TF 0f \pPS�v C. KEN I SEE DETAIL SHEET C2.1 1 ---- --- - -- SAWCUT LINE° BLOCK 1 O BLOCK 4 I °, i 45.70 TOC 34 +28 , 23.58'L A CIVIL ACRONYMS 45.33 FL 14 Ln +28.37, 17.321 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ° � I 45.70 PT FOLLOWS: +36.50, 16.50'L " a STA. - ROADWAY STATION FROM CENTERLINE ap ° z i 46.02 GB 35 5 CL - ROADWAY CENTERLINE o I O +55.00, 16.50'L PC - POINT OF CURVATURE " - - - - - - - PT - POINT OF TANGENCY 46.42 ELE. - ELEVATION ° 2 +50.00, 16.50'L L - STATION OFFSET LEFT I 46 R - STATION OFFSET RIGHT SEE ROADWAY PLAN I "' TBC - TOP BACK OF CURB 2.00% 2.00% •/ 4 6 RIM - RIM OF STRUCTURE SHEET C2.3 N. BARTOK ST. o f 1 LIP - LIP OF GUTTER 15 10 00 - 1.76�� N -1 1+00 - 0.42% MA - MATCH EXISTING OI SW - SIDEWALK b\ EP - EDGE OF PAVEMENT I Ln z 0 0 1 FL - FLOW LINE if NO +50+50.00, 0.00' TOC - TOP OF CONCRETE HP - HIGH POINT NO 45.75 CL/INT+00.00, 0.00 CR - CURB RETURN > .42 POC - POINT ON CURVE ' I w�e 46 45.46 CL/LIP R20' " ° 2 +50.00, 16.50'R INT - INTERSECTION +18.50, 0.00' °, - - - - - - - - - - - - - - PRC - POINT OF REVERSE CURVE 46.10 CL/GB 5 I wv +55.00, 0.00' OO - W SHEET NOTES 0 o 46.02 GB U' c� A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD " +55.00, 16.50'R j NOTES. 16 I o ° B. SEE SHEET C2.9 FOR PAVEMENT MARKINGS AND SIGNAGE 45.95 PT o o A 45.65 FL PLAN. +36.50, 16.50'RBLOCK 5 C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. o I I ° I I +28.37, 17.32'R I � 45.99 TOC O D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET z SECTIONS. I ° I +28.37, 23.58'R I I E. SEE SHEET C3.0 FOR LOT GRADING. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS N . BA RTO K ST. PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS N CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. z z KEYNOTES ® Q w 2559 2559 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD in- SUPPLEMENTAL STANDARD DRAWING SD-702. \ O 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / O z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 = CW 3. INSTALL 4' WIDE VALLEY GUTTER PER ACHD m Q G Z 2556 2556 SUPPLEMENTAL STANDARD DRAWING SD-708. Z) 0 W Q 4. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD (n - > z 0 o SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED z p Q Lq o DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. (/) 00 0 0 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE o Lq o+ + O+ CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT W Q ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. �% 2553 0 + u II 2553 = I= _ Y 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE II N Q o N Lq PER ACHD SUPPLEMENTAL STANDARD DRAWING W Q II Sri N Y to SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE N r co Q 't (0 a L0 ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE O \ Q Z `0 N� UJ N w N �`� DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. z 5 C0 00 Y 't m Q m 2550 w w LIDII m II o II 2550 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD 0 Z W o SUPPLEMENTAL STANDARD DRAWING SD-1132B. W Q w w II w Q w 0 w BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM ui � o �w WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. O Z w _j PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO Or_ BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Q 2547 FINISHED GROUND 2547 (� a X 0.42% N -2.00, 1.7 6% z 0 z 2544 EXISTING GROUND �� j� 2544 z O 0 - - - - w D 0 oC a 2541 2541 a z N 0 Admbk O Q knif 1 U 2538 2538 z O ENGINEERING LL 5725 NORTH DISCOVERY WAY 3 a EXISTING GROUND CENTERLINE PHOINE(08)639 6939 O 2535 FINISH GROUND CENTERLINE 2535 kmengllp.com z N DESIGN BY: LCK M O N to DRAWN BY: LCK g N 0 � � 0 V) LO11) CHECKED BY: LCK Q N N N N N N N N N N N 0 DATE: SEPTEMBER 2021 z PROJECT: 21024 0 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 SHEET NO. Lu s J v 'a N O a SHEET LEGEND S\0N A L f Nei �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� ��CENSfO �Y / O o� ao STA., OFFSET SIDE Y LAN SDHEET C2.0 I S °° II o� o II 1 FINISHED GRADE SLOPE 6860 a s 9110121 3 / 46.04 LIP/GB I s I o I �y SEE ROADWAY PLAN 10 +39.36 326.251 o O . II ° II I GRADE BREAK 4s70 TOC .0 0f ��yC SHEET C2.8 ~ o'' +82.38, 26.401E I ^�" D�� o II C. K / 46.23 FL I 12SD I°o m ---- --- - -- SAWCUT LINE I s 11 +82.38, 18.251E I I I I 2 46.90 ��TOP ae I > 46.52 PT O SEE DETAIL SHEET C2.1 1 +70.89, 16.501E / o ° se° I Top�_ _ _I 46.73 c6 I _ CIVIL ACRONYMS +00.00, 16.501E +65.89, 16.50'L 47.02 POC/GB U' R30 I \ BLOCK 6 ' _ - - ^� 46.43 CL INT ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS \ \ +99.60, 16.501E h \_ / FOLLOWS: \ 70 2 \`n 46.45 POC - ° 2S 2.00% \ x0 12 O \ +00.00, 16.501E `r � ' � � �° s ° �\ I s° I STA. - ROADWAY STATION FROM CENTERLINE � \ 4 4 3 15+00 0.72% I CL - ROADWAY CENTERLINE o -' PC - POINT OF CURVATURE \ \ \\ r) 0,45% II PT - POINT OF TANGENCY \ 45.69 POC/GB % / ELE. - ELEVATION s \ +69.79, 16.501E 4 I L - STATION OFFSET LEFT 46.60 CL/PT 1 O 0 1`�•+p0 � 3 / 1 N. ASS N 0 C) 6) /p ? TBC _ OPTIBACKOFOFEC CURB +oo.00, o.00' \ s9 \ S\Val - I ° so \ 45.86 PRC 46.6. PT \ ° A +98.88, 16.501E � ' 1 O ° �� G1 ° I RIM RIM OF STRUCTURE 23 +00.00, 16.50'R \\ qs� \ 45.92 PC g% I LIP - LIP OF GUTTER +22.35, 16.501E 00 0�� ti z MA - MATCH EXISTING zo , � 1-5 1 I SW - SIDEWALK \ y Do EP - EDGE OF PAVEMENT N m I FL - FLOW LINE z - - 46.81 CL/GB TOC - TOP OF CONCRETE 0 I +65.89, 0.00' HP - HIGH POINT N I D � ' 2 -< I CR - CURB RETURN > 46.73 GB I SEE ROADWAY PLAN w +65.89, 16.50'R POC - POINT ON CURVE I SHEET C2.0 INT - INTERSECTION � 22 \\ 12koo 46.53 CL/POC (.J_ 46.90 I ti I PRC - POINT OF REVERSE CURVE 0.49q o o +00.00, 0.00' 47.11 CL/POC/GB +70.89, 16.50'R I I SHEET NOTES � � \ ~ ' 46.45 POC +99.60, 0.00' 46.22 FL I 46.00 CL/PC +00.00, 16.50'R 47.02 POC/GB +82.38, 18.25'R II I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +22.35, 0.00' � ' 1 +99.60, 16.50'R 46.68 TOC I I NOTES. 45.92 PC \ ti � ' 6, o- +82.38, 26.40'R 15 I I i n B. SEE SHEET C2.9 FOR PAVEMENT MARKINGS AND SIGNAGE +22.35, 16.50'R r 46.04 LIP GB I BLOCK 5 \ 5 i 45.94 CL/PRC 0 +38.67, 274.57E ° II PLAN. +98.88, 0.00' o 45.77 CL/POC/GB w - \ 17 16 I C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. N 45.86 PRC o I O +69.79, 0.00' dol I °+98.88, 16.50'R s D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET z W ° I 45.69 POC/GB n II I I SECTIONS. +69.79, 16.50'R w �I o 18 I II E. SEE SHEET C3.0 FOR LOT GRADING. $ 0 s I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 20 o I ti I TOLERANCES WILL BE ALLOWED. 10 19 I 0 I G. ALL STATION AND OFFSET LABELING RELATED TO EACH °y a or a I I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD V I I ALIGNMENT. uj H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. N . AS I S S I WAY PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF N 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' MARKINGS. O J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. z Z KEYNOTES ® Q w 2559 2559 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Q- SUPPLEMENTAL STANDARD DRAWING SD-702. \ O 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / O Z a-_ ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 = uj 0- 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC m Q Z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Z 0 UJ Q 2556 2556 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Ln O SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE > z 0 a) 0) (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) z O Q o + (0 o6 AND SHALL BE COLORED 'TRAFFIC YELLOW'. (/) Q o rn + o+ ai + 4. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND Q Q GUTTER TO 3" ROLLED CURB AND GUTTER. W Q 2553 " + II �I 2553 _ � II Y � N Iq V) (0 w (n ul � ~ r N N Z O m N Y � m II m O N Ld 7 Q w1I �N Qw o ; III z 2550 � m w J W 2550 Q z � w o Zw O Of� DC 0 w pC Q FINISHED GROUND 2547 -0.45% 2547 0.58% M N 0.49%N M V 2 0 EXISTING GROUND w 2544 - - - - - - - - - - - z - - - - - - - - - - - - - - - - - - - - - - - - - - - 44 V 0 o z U 0 a o 2541 02541 of N v a z N O O O Q U 2538 2538 z O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 a EXISTING GROUND CENTERLINE PHOINE(08)639 6939 O 3 2535 FINISH GROUND CENTERLINE 2535 g p a kmen II com z I N DESIGN BY: LCK N t0 N I- L N O ^ N 0) c0 N 00 t0 OO c0 O O O O O N M L0 L0 cD cD I- rL M 0) r- Cy) N cD a0 rn o rn r- LO N DRAWN BY: LCK dI I 6 Lo Q N t0 04 N N 04It N CHECKED BY: LCK a N N N N NLO N N N C N 0 N N N N N C N N N N N Nul N N N N Nul N CN N N N N N N N N N N N N N N N N N N Z 0 DATE: SEPTEMBER 2021 PROJECT: 21-024 0 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 SHEET NO. Lu s J v 'a N O a SHEET LEGEND ASS\pN A L fNc i V 6G �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� \CENSfO �Y 29 30 \\ s � \\ STA.50, 0� 6860FSET SIDE FINISHED GRADE SLOPE s 9110121 p 27 47.76 +26 25Po66.45'L \I a 1I GRADE BREAK A �0 47.94 PRC/GB � � 2 26 SEE DETAIL SHEET C2.1 1 +97.69, 41.181E // \ \ s s II SEE ROADWAY PLAN ---- --- - -- SAWCUT LINE SHEET C2.1 P 48.49 POC � � 49.07+PRC0, 3.361E R�S / p% R�6� 31 ° I� CIVIL ACRONYMS 1 O 2S 48.32 PC GB +65.50, 16.501E �° �° � 48.05 TOC � \ <° I O / r� ! 47.58 PRC +16.61, 26.171E 24 +80.15, 16.501E �_ - - - - - / \ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 229 +60.89, 43.161E 47.57 FIL I s s I FOLLOWS: 48.70 POC 47.47 POC +17.02, 18.201E +22.82, 16.501" 2.27_% s ° I s w I +76.09, 23.791E 48.21 I I STA. - ROADWAY STATION FROM CENTERLINE a s ° \ +05.65, 16.501E CL - ROADWAY CENTERLINE1�48.115 CL/GB o ti 47.37 PCC/GB I I PC - POINT OF CURVATURE / cn° +27 81, 30.00'L �pS� +99.53, 16.501E 48.02 IIR PT _ POINT OF TANGENCY 47.31 PT 128� -.65, 16.501E I d ELE. ELEVATION +78.63, 16.501E p•BB% 13--uo o 48.35 CL/PCC 47.75 POC L - STATION OFFSET LEFT 12+00 +27.81, 0.00' O <n I ° I R - STATION OFFSET RIGHT 2 1- +36.89, 16.501E s ° �o s Q TBC - TOP BACK OF CURB 47.16 PRC gay, \ s 48.13 PT/GB / I 47.86 TOC RIM - RIM OF STRUCTURE +63.92, 16.501E 0� w s< +74.24, 16.501E +93.86, 25.041E � � \,` T _ _ / w ;� LIP - LIP OF GUTTER R�II - - s° Y g 47.30 FL MA - MATCH EXISTING 47.05 PRC rn qPp 2 ° Q °' N 1 �F SW - SIDEWALK +53.37, 22.191E o, i •s, ^ �` / R• � 48.78 CL POC O s +93.86, 17.201E 0 s +22.82, 0.00' s lg 0 0 �° z °s EP - EDGE OF PAVEMENT to O s 48.70 POC - - - \ 0 ° °o ^�� Q p ° 5 FL - FLOW LINE z 1\k0 / 1 s ° �U' s 1.02q o CO �� 47.81 TOC - TOP OF CONCRETE 0 Q2 �' 'v! +22.82, 16.50'R o } �S N HP - HIGH POINT N `3S 0 49.15 CL/POC/GB M' ° \ cv 1 1 3 �c,' wsz s -+02.32, 16.501E % M 4 0. N CR - CURB RETURN w .91 48.40 CL/PC/GB +65.50, 0.00' �v t2"sp �� _ 0.40% 15+00 POC - POINT ON CURVE L - 46.91 POC +80.15, 0.00' 49.07 POC/GB ° a �o 1 5 ��I- 3 I O 47.69 CL INT - INTERSECTION +39.32, 30.561E Lo- 2 +65.50, 16.50'R 47.82 POC \ N �?• - 0.4010 16+ +04.33, 0.00' PRC - POINT OF REVERSE CURVE d\° 48.32 PC/GB I +63.43, 16.50'R s 4 23 46.77 PRC / 'OHO 00 7� s�`� o +80.15, 16.50'R \ �p �,, SHEET NOTES O I / rn 48.27 PCC 47.44 CL/PRC/GB co s° 12 3 �p o 6 +25.26, 22.19'L ^'f �, o +27.81, 16.50'R +99.05, 0.00' N e 3 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 47.39 CL/PT n 47.36 PRC/GB _ 2 s DSO ,)° - - - NOTES. \ +78.63, 0.00' r p P 47.83 CL/POC _ �> _ °s +99.05, 16.50'R - - - - s "s `�� 47.81 46.67 PRC R30 f'S p � +36.65, 0.00' 48.21 CL/PT/GB - p' ^° s B. SEE SHEET C2.9 FOR PAVEMENT MARKINGS AND SIGNAGE S 47.31 PT O s ° s° (6 +06.33, 16.50'R +14.71, 16.501E S� � � 47.74 POC +74.24, 0.00' � °° PLAN. +78.63, 16.50'R +36.65, 16.50'R 48.13 PT/GB \ 's� _ +93. FL C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. 46.99 CL/POC BLOCK 6 O +74.24, 16.50'R s ° � / -5 +93.86, 18.67'R +39.32, 0.00' O3 5 I � p a \ 48.21 / of 47.82 TOC D. SEE SHEET C2.1 1 FOR TYPICAL ROADWAY STREET z 46.52 PC +05.30, 16.50'R SECTIONS. R66.5 +00.00, 16.50'R 48.19 ® +93.86, 26.93'R \ o \ 46.60 CL/PC +10.30, 16.50'R ° -47.87 CL/INT/GB\ E. SEE SHEET C3.0 FOR LOT GRADING. +57.84, 0.00' +00.00, 0.00' 47.60 FL \ \ F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +18.84, 17.22R � < \ O 6 46.52 PC \ \ O ' +00.00, 16.501E \ < m \ TOLERANCES WILL BE ALLOWED. \ \� 48.12 TOC $ \ G. ALL STATION AND OFFSET LABELING RELATED TO EACH 22 SEE ROADWAY PLAN \ ° \ +19.25, 25.20'R I \ SPOT ELEVATIONS ARE REFERENCED TO THE ROAD SEE SHEET C2.7 \` a \\ O7 s I SHEETOC2.1 PLAN\o \ \ ALIGNMENT. r H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS W. T H O R N A P P L E DR. PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS N CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. z z Lu J z KEYNOTES ® z Q LL 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD 0 Ln 2562 2562 SUPPLEMENTAL STANDARD DRAWING SD-702. \ cL 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / O z 0 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 = LJJ Z mQ 2a 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Z) 0 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > Q 2559 2559 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE CL (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) z O AND SHALL BE COLORED 'TRAFFIC YELLOW. (/) Q OC � 4. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O (0 GUTTER TO 3" ROLLED CURB AND GUTTER. I.J..I 0_ J r7 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE 2556 + N 'n ° "? 2556 PER ACHD SUPPLEMENTAL STANDARD DRAWING w Q ai + o SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE Z o II `n + `�' ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE O Q oc N M II DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. z 0 � � O Y � � Q � II II = O 00 N II ( N a 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD 0 Y LO m � y t C N CD SUPPLEMENTAL STANDARD DRAWING SD-1132B. LJJ 2553 II N W II Cn � w N Z 2553 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM Y WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. O V) II Q N 00 II ~ ' ' N PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO N co o w w w I m BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Q Q � m II �L J Q W N caw o II � w Q � o m Q Z W ( a W II 0_ J CDW v X 2550 2550 N C7 w M z FINISHED GROUND 0•88% -1.287. -0.40% z E 1.02 ° -0.40% o 2547 1•00% 2547 0 U EXISTING GROUND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2544 - - - - - - - - - - - - - - - - - - - - - - - 2544 a z N O O N O U NSTORM DRAIN Z SYSTEM Y z 2541 2541 O ENGINEERING LL 5725 NORTH DISCOVERY WAY 3 a PHOINE(08)639 6939 O EXISTING GROUND CENTERLINE kmengllp.com z o FINISH GROUND CENTERLINE a 2538 2538 DESIGN BY: LCK DRAWN BY: LCK z ga O r7 O O � c0 O r r- 00 00 rnN O O L0 6 r- N O 0 c0 00 N � a0 ri Cn 00 CHECKED BY: LCK 0 0 0 0 � � a0 � o00 00 � z 0 0 o Ln LO 't N L0 DATE: SEPTEMBER 2021 � � � � Cq Cq N � N � N � � � LO � � � Ln � u) Cq L0Cq � 04 0Nb NN NN NN NN NN N N N N N N NN N N NN NN NN NN N N N N N N N N N LO Z Z PROJECT: 21-024 SHEET NO. v 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 J 'a N O a SHEET LEGEND J SS\pN A L f NC o Of z 0 60 120 180 18 24" WHITE CROSS WALK �0�� \,��ENSfp co f- g \ w Z z w Plan Scale: 1" = 60' 6860 °A w <w 19 24" WHITE - STOP BAR J�q 9110121 Pao v Lu QU F 0 f TOP lurlur SHARKS TEETH — TS1113.06 ti��N K�N� TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO O TOP TOP TOP I TOE TOE TOE rnE TOE r0E< _ c TOE T9€ — TnF SOE— T0 — —TC TOE _TOE--TOE—TOE—TOE—TOE_ I TOE N _ TOP TOE TOE TOE iTIIOE TOE- )E TOE TOEPE6 TOE TOE TOE TOE PRE TOE TOE TOP EG TOP rm TOPEG 1?G EGP��T 1P EGT PE�� T32 rnPE rna CREASON LATERAL o Tno rd v T�R ETVOP TOP P�� E TOE TOP TOE BLOCK 1 \ TOP— O I \ EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG G EG EG EG 1 �R ' 32 33 34 35 1 2O -----_ 12, X A — — — � SHEET NOTES mI — — — — - I z I I Q I \ A. REFER TO ACHD STANDARD DETAIL TS-1 1 12 FOR ADDITIONAL STRIPING AND SIGNAGE INFORMATION. ui Q I B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS w CONTACT ACHD INSPECTION FOR VERIFICATION OF a 29 I I al v I�D�z COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Q I `' X I m z� MARKINGS. O I / \ I I 00 / W.THORNAPPLE ST. \\ I C. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH 31 \ O I z IMUTCD�e/� COATED STANDARDS. SIGNPOSTS, VINYLCUSTOM ON FINISHES THE BACKS POWDER \ 30 I I r• REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD — _ _ i REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD 15 \ i — / — — ^,} \y APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION � POF STREET ROHIBITED,SIGNS AND HARDWARE INSTALLED BY ACHD IS z 30 I I I 5 I D. INSTALL STOP BARS 7' BEHIND CENTERLINE OF CURB 14 16 I I O I RAMPS AT INTERSECTIONS. o I I I I I I Q 1 0 0 4 w I I I I I � N W I i 21 I QLu Lu I I 2s I z I 12 1$ I I 0 I z \ �'` �\ z I I 0 I Q I �o o. z i I z I I I BLOCK 6 6 19 I 1 0 \ I i I i BLOCK 5 1 \\ 12 J W11-15 30" X 30" I W16-7P BLOCK 4 24" X 12" °y V ( // \ \ 8 / / TOE oQ I TOP TOP I I I \ 19 \ s� \\ - - - - - - I 23 TOE TOE I \ \\ �qy w \ / / QUARTET NORTHEAST OE / cr) cn z 1$ W. GRAND RAPIDS DR. SUBDIVISION No. 1 — �'' � \\ TOP TOP 21 \ 17 0 +43 Q Z 0 W can V' I \ 19 e 49; Lu w ;�— z 15 / / z w o TOP TOP TOP TOP 24 \ \ / / w Q \ \J / a TOE 301 TOE 301g I I \\ \ // V P / N p TOP N Lu TOE _ TOE o F _TOP z w \ 27 19 // z w / / p \\ W DOVBLE SPRANG \ \ / U S DR. 28/ / a o ai EP \ / //EP— \ ENGINEERING L.L EP TOP _ Z _— \ TOP TOp E� CEP EP_ 5725 NORTH DISCOVERY WAY TO _ —_ _ TOp_ EP Top \ / PHOINE(08)639 6939 _ z Z E_ _ TOP ��\Ep \ / kmengllp.com a TOP TOE` �—_ _ToP�T _� \�\EP / DESIGN BY: LCK o _TOP_ _TOE=roIL MILE rnF— OP\T Fa // DRAWN BY: LCK Z roo=_EG T Op_TOP e oREEK �O� OP \\\\ // CHECKED BY: LCK a E TOP \ / o TOE—�E EG Top \TOE O \\ ` \ Fo // / DATE: SEPTEMBER2021 z b _TOE EG_`TOP— \TOE �� \TOp \ \ / / PROJECT: 21 024 N _TOE EG_ TOP_ _TOE OE \\\ / / C SHEET NO. c o _TOE G_EG TOP _TOE l T� \ \ TOE=E\TOP ToE / C2.9 w 0 \E�\T0p\I\ \\ N \Ec T°o r \ \ / �°e °� / ♦2 a SHEET NOTES Q A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �o� SS\O�ENSFN0/ o w CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION �, p P-~ 0 60 120 180 AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY z g w CONFLICTS EXIST.\\ Z z w 6860 Plan Scale: 1" = 60' oN Q B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE � 9110121 AAW�w CITY OF MERIDIAN. � q� Q�� v 4 P 4 C. SERVICE — ALL STREET LIGHTS SHALL HAVE �y F Of UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE KEN 4 T4 : 4 \ TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP— TOP TOP TOP TOP TOP TOP s T VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. \ Fc TOE TOE TOE IQE - TOE TOE_ - Tnc Tn - _ TOP CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE E TOE -TC roE TOE TOE TOE TOE _ LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL r1i3 I TO TOE TO TOE TOE TOES CREASON LATERAL — — To ao I \ F� �EG TOP EG TOTOPEG T�PGP�Tp�GT T32 TnPE npE- TnpE TOE TOE TOE TOP TOP TOE To— UTILITY AND PAVEMENT CROSSINGS. —EC=TQP rtG�� - w N \ EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG G EG EG EG I N �EG TOF D. METERING — CONTRACTOR SHALL COORDINATE METER o 32 O O O I T8F LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. 33 34 351 Q 3 I 1 2 4PI 4-PI 4PI 4PI 4PI 4PI�—4"PI P� 4-PI 4-PI 4 P+ 4PI 4PI �}PI 4PI --- — — CO °° I �, WHERE A METERED SYSTEM IS REQUIRED, NEW DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH a 24 I N � I END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE ,,, J _ O BLOCK 5 I Q I ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY Q I HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL �n 25 26 27 28 Ai I p wi ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS Qz I WHEN THE ADJACENT PROPERTY IS DEVELOPED. s"w s"w 8„W 8 \ I c/ a Z I Q 8"S- -8"S 8"S 8"S s \ I 31 ��' W. THORNAPPLE ST. O4 30 �s a co z A I i S I a I I 0 O30 s 5 5 s"s s"s s"s s"s I 14 16 O a I I I I I I I L � a� ,S, R�e i 31 I Lu O O I \ 29 I N s 13 17 I 6 o I z I I N I I N I 00 0 \ / W I I - I a sP� l ao 21 z \ ?sass I I I I I °° 3 I \\\ 3 5 / 9s 28 I s I 12 18 I `� Q s I O I PIT4"PI� so as `� I I W 4 r 8 I Co Lu - I �, w CO Q� 1 BLOCK 6 O �o s & N I u 1 Q s 27 I 3 I z 8 20 5 //• �/ I \ I T � 1 I 11 a 19 � I II I I u I s I � I 0 I N � � I 5 °° Ir s I 9 yA/ 10 � °y I (V s // \\ sg \\ 8 // / TOE ae 0 �°Q \ � \ / � T3�P—� I � c� 4„PI I 4PI 4PI \ \\ sgs�s \ O Q` / / 4"PI 4"PI 4' I ` 4PI 4PI- I TOP TOP I \A, 19 \ Ng S� s \ / / z O Q N � \ �y \ � ' / O � o � � TOE I BLOCK 5 \ \ � \ �' (/') ' I \\ S, 6Q� // ,� / sW 8W 8W 8W 8W \ / W. GRAND RAPIDS DR. I QUARTET NORTHEAST 1�• � TOE I 10 18 \ / / s"s 8"s 4 8"S 8"S 8"S 5_ SUBDIVISION No. 1 �s1 \ TOP TOP > O z w z 4"PI 4„PI co - - - - - - - - N I 21 \ 17 \ • / p a a \ s Ln — w F- 0 N I � s's �\ s� �e �o� � \ z O L7 I I BLOCK 4 \ F 6Q` // ` �o�/ w L j o I 22 8qy s 13 R \\�' Lu CITY OF MERIDIAN STREET LIGHT NOTES oC I � ,/� f5 w \ s y \ GO // �� // \/ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF ` V) THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL O G Q #� , ELECTRIC CODE. z N C I 4~ 8, \ 15 / ti 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE o I \4 \\ S e \ ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT 0 AND REQUEST INSPECTIONS. TOP TOP �I��� "PI w 4 p \ / e , 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, � O TOE 301 TOE 301 �o ITI-T. I r \\ \ // `�Q, / AND FOR THE POLE AND ASSOCIATED WIRING. TOP I 4"r 25 �' s 5 \ Q� / ��r / / 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND Q o a 15"so I �; O \ 6 / /e� / 2' MIN. FROM WATER METERS. o o r0E_ — — — — — I I g o, \\ // ��Q�O� // 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT ��.[ _ r0E �� / / DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD V COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. N 5 TOP I I 5 _ Ile ��� 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. a w \ S s a»w 27 O o \ s"S� �! p LEGEND 3 a s OUBLE SP w .a � — — 8"s 1 NGS DR, � 28 / �� ,o, e _ _ _ s a,w �\ // 0C' / � INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 a a5 STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN z \ e� \ lb // SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED O Ep 4PI—� e� \ / .� ,/ FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR U —`EP 4 \\ \ .Q� / / STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND s'P1 \ �s / �5 UTILITY COORDINATOR. Y -_ p / O _TOP_rOp ��P���—PP— s~PI \ 5 / INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, E N G I N E E R I N GILL _ — _ EP s~P / DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST 3 ` _ PS EP ' / CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 5725 NORTH DISCOVERY WAY TO TOp —� PI dry o E- _rap _ ps Ep �L s, \ Is, e� `y� / BOISE,IDAHO 83713 _ ti STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE O z roE ��_ rop � —EP p� s'd \ s / POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE PHONE(208)639-6939 E —� rOP_ �� �EPs \ ", r�o �5 / LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR kmengllp.com Z Tapes \gyp spi �s �� / STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND DESIGN BY: LCK IOE FIVE 1'' rop —A / UTILITY COORDINATOR. -TOE E MILE CREE TOP Fp Gry Q� s DRAWN BY: LCK a TOE EG_ _TOE K _ \ \°i 0 g ! S EXISTING TYPE 1 STREET LIGHT EG rop \ / 1ti \ CHECKED BY: LCK g TOE EG_ gp�gp` DATE: SEPTEMBER2021 z b 4PI _TO EG_�'`� TOE T ,° L EXISTING TYPE 2 STREET LIGHT EG s s, �e / O E \ \\A / \ SHEET NO. 21 024 C 0 4„ 4 - _TOE_TOP —�9�p� r0E_roF I\\1\ \ / / �/ G U "\\\ \\ �/ .. / v C2. 10Lu a � cg\ONAL fN ENSF0 Q 860 ,p 9110121 o Q '9� qTF OF C.ui Q 0 z 0 W oc — 60' RIGHT—OF—WAY 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC—CL 16.5' CL—TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING \\/\\ \ \ //\//\// 1' LANDING, \/\\ 6" VERTICAL CURB 2.5" ASPHALT PAVEMENT SP-3, 0.50—INCH (1/2") MIX, PG 58-28 AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"—MINUS CRUSHED AGGREGATE BASE 12" OF 6" MINUS PIT—RUN SUBBASE STREET SECTION A SCALE: NTS (V O z z z O Q L 1.5' ACHD ACHD > zSIDEWALK 63 RIGHT—OF—WAY ��1.5' SIDEWALK — O EASEMENT EASEMENT 0.5' 0.5' � = W 3:1 MAX. 5' SIDEWALK 8' PLANTER 18' TBC—TBC 18' TBC—TBC 8' PLANTER 5' SIDEWALK m Q SLOPE TO � � Z) 0 W V) EXISTING /\//\/ /� � Q Q w 1' LANDING, \ �\\/j\j\\/ /\/\\/\\/\\/\\/\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \ \\\\\\\\\��\\�/\\/\ W Q TYP. i�/i,\ 6" VERTICAL CURB 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 W AND GUTTER, TYP. 4" OF 3/4"—MINUS CRUSHED AGGREGATE BASE 5 17" OF 6" MINUS PIT—RUN SUBBASE O G Q z STREET SECTION B F.- o SCALE: NTS � Q DC 0 a a m x N M 2 Z Q z 0 Q O K W a U 0 v O Q N O O 01 J O h z U Y J O ENGINEERING L.L a 5725 NORTH DISCOVERY WAY w o BOISE,IDAHO 83713 O 3 PHONE(208)639-6939 o kmengllp.com z a I N DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q o_ DATE: SEPTEMBER 2021 z U PROJECT: 21-024 C 0 Z SHEET NO. Lu s v C2. 11 a � GRADING LEGEND `'S\pN A L f NC 0 60 120 180 1-42.50 w FINISHED GRADE ELEVATION O� \,\cENSf0 4-1 \\ �gCD w Plan Scale: 1" = 60' 860 N o N 1 FINISHED GRADE SLOPE s 9110121 Lu 626 FINISHED GRADE CONTOUR OF K\NS� 7TG 45.04 - 45,27 -46.76 �TOR TOE TOP SOP � ur ^ P- - . - 0 �!lsac-� fiF���'QE --7t1F- GB GB GB I 47.58 47.58 DOE 70E- n� - -2645- - EXISTING GRADE CONTOUR GB GB T^E^E _-�sEF_ CREASON LATERAL �- N �S Y I v \\\\ 1 EG �G 32 � � T 1 F BLOCK 1 �� O \�\ _ - 7 - 1 _ - _ Er3 � GRADE BREAK 32 33 34 35 m 1 2 4 P 4 PI 4 PI - 4 4-RL_ 4 PI 4 PI 4 PI 4 P4 It-PI �-4 4 4 4� 4 PI PI 4 PI 44.86 GB \ I z I 46.98- - 49.01 48.50 -49.06 49.72 50.32 49.37 -49.88- -- \ -- - - - c�j I GB GB GB GB GB GB GB GB A, N I \ 45.03 45.SW \ 45S4 I I45.60 SW 12 SN/36 \ 2SQ8 �S9 A' i N d� \ CIVIL ACRONYMS SW 45.08 I I 45.93 46.17 24 \ 1 I ui ~ 44.84 TB C - TBC J i TBC TBC 46.19 2 \ I Q ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS o SW S� \ \ S 29 254 TBC - - - - - _ \ 2548 SR 25 26 �S 9 A, I I w FOLLOWS: 44.86 N 46.00 48.03 6\ \ 27 28 I Y I STA. - ROADWAY STATION FROM CENTERLINE `rs\w s"w a" 49.42 " J I is CL - ROADWAY CENTERLINE SW TBC GB s"R � sT s"s 8"s g 48.20 � 47.26 47.85 48.52 \49\ 47.97 GB I z I i9 PC - POINT OF CURVATURE � 47.1 1 SW .03 PT - POINT OF TANGENCY 31 44.51 44.67� W.THORNAPPLE ST. 2546 45.76 \ GB SW SW SW 30 I � I ELE. - ELEVATION TBC TBC SW 44.70 44.70 8s s TBC 47.07 47.66 48. W 48 84 48.1 1 47.77 GB SW - - - - - 15 - - - - -46.00� 45 95 I 23 46.92 SW SW SW - _ SW SW SW 47.67 L - STATION OFFSET LEFT SW 5 i ' - 47.91 - - 3 z R - STATION OFFSET RIGHT w 44.80 46.76 N SW SW 48'GB N \ TBC - TOP BACK OF CURB 3 I SW 44.80 46.02 45.95 SW / a"w a" \ 47.86 LIP - LIP OF GUTTER GB SW - SIDEWALK Z w a GB 45.78 I °° 46.98 SW Q I44.b TBC 6 GB TBC I 47.40 SW ` 2s a TOC - TOP OF CONCRETE O 30 44.17 w s I 44.16 14 \ 45.43 I s 45.46 \ GB 2547 2547 s s"s�148 s"s 5 \8 FG - FINISH GRADE v) TBC 7 I TBC I,LO 16 TBC TBC ,!� NCb / GB SW 44.SW z 44.34 N _ 45.62 45.61 S 65 I / - - - - - - - y�� 47.41 31 / �' w 1 T _ I �' SHEET NOTES � z SW I \ 47.15 47.81 N / GB `' / a• v�i SW 22 46.33 I °0 TBC 4 B99 48.58 gpA`F I 47!62� a / A. SEE SHEET C1.1 FOR GRADING NOTES. 45.66 47,25 Q I z 44.35 is �' Q I GB TBC I I SW SW TBC \ /�? SW GB I �v' 1 I 46.74 � 46.52 Q I 48.78 8 \ 48.33 / N B. SEE SHEETS C2.0-C2.11 FOR ROADWAY 29 43.85 I 3 I 43.83 45.13 I w m s I TBC 6 \ GB SW I SW �48.53 s \\ GB / IMPROVEMENT PLANS, TBC TBC 13 I \ 44.04 44.04 17 TBC � I N 3 1 \ \ \ TBC \ / 45.32 01 Q 45.35 I Q I 4 SW / C. SEE SHEET C2.1 1 FOR TYPICAL ROAD SECTION. GB SW I SW 02 45.32 SW ( u SW \ \ a \ \ D. LOT GRADING SHOWN IS PRELIMINARY. THE 'if,w GB I s ai / FINAL GRADING DESIGN SHOULD BE COMPLETED °� 2544 z 1 45.36 21 45.98 I z I 47.24 48.00 \ ,2SO8S \ \ WITH EACH BUILDING PERMIT AND DESIGNED TO \ 2544 I 44.02 a \ I I GB `� / MEET THE INTERNATIONAL RESIDENTIAL INTERNATIONAL BUILDING CODE CODE, ODND , OF GB to 46.40 TBC I �, I GB GB 48.78 \ \\ 3 \ z \ 28 43.52 TBC I s I 43.50 12 18 �4 TBC I N N s I TBC 7 O GB I 46SW N GB �`b TBC 1 I ° a �SAs MERIDIAN REQUIREMENTS. \ I TBC O I \ w 46.25 46.25 48.73 �� 47.70� TBC 0 43.71 43.71 3 45.02 45.06 \ GB \ SW °0 43.70 45.03 SW SW I SW GB GB SW 81v SW a GB � 46.06 BLOCK 6 46.49 \ 47.86 ° C 0 I Q� 1 TBC GB TBC 8n KEYNOTES # _ 2S I 2545 N I 2545-45.06 BLOCK 5 45.79 \ �'b 48.05 \ O A2 I 43.70 I GB TBC 46.05 12 47.71 h 48.27 v, I GB I 46.15 45.98 �\ SW GB SW �� SW 1. INSTALL 14' WIDE GRAVEL NMID MAINTENANCE ACCESS 27 43.20 I a C 1 43.19 I 44.53 \I s 44.57 \ GB 20 SW S 45.86 46.87 �� ROAD (TYPE 3) PER ISPWC SD-304. TBC I s 11 � 19 TBC 0 TBC 46.02 TBC GB R 7 43.44 43.41 T I TBC I 44.72 °o 4B4 76 GB / 8 \ 11 A� \ O / \ 2. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709, GB SW I I SW 42 GB 42 SW SW I 45.34 45.Gg \ e2 \\ 46.49 �� \ \ GB �` // 1 c I 44.76 GB / 4 TBC S46 \ SW �� 47.20 I I 2 46.30 48.27 43.42 BLOCK 4 00 I GB 46.00 \ GB I 5 46.07 SW \ ABC 10 GB GB 1 s 44.27 \ GB / 46.86 44.24 s 20 TBC I TBC 45.28 / 46.18 SW / 1 1 0 I 44.43 I 44.46 45.1 1 GB / 45.52 TBCi \ s8 qs \\ 8 / GB.81 SW I SW GB 644 46.SW \\ �SS�4p \TBC 7 48.G6 // i 0 �� - - - - - - - z 4"PIT 4"PI 4'PI � 4 PI 4 PI I 4"PI I 4 PI 4 PI \ �TQP Gg CV i \ s -9y -ts \ Z - - - - - - - - - - - - N I 45.46 19 46.58 \ \ 47.20 0 1 I in GB TBC \ \ SW / z Q ° \ � 45.33 GB 55 \ s 47.01 46.78 / O J 1 \ 46.77 a"w a"w a"w a"w "_ Q '7 \ N GB SW \ 2g g \ TBC TBC 6e / W. GRAND RAPIDS DR. I \' \ 45.12 18 �� 46.93/ / I / -s°s s»s a»s a°s s \ \ ♦ 44.76- o 21 ;♦ ♦ \\- GB - - P 10 GB / 45 42\ GB.91 4 TBC \ g s \ SW // ^ // O ' - _ z - - - - - - - - - - - 44.33 \ 2 O GB 47.22 \ // / 0 LLcu -4„ I 0 i I TBC 44.83 \ 17 SW \ s • / m Q G 44.52 8 \ GB / 11 \ 254j 4� 0 0 W 1 I SW \ 45.10 45.72\ 46.26 46.78 6 \ I N I I \ SW GB GB TBC \ �� 44.54 aS TBC 0 46.93 4� / I 12 � TBC \ S�6 16 SW / / QUARTET NORTHEAST 44.73 \\ a s c2 \\ sw 42 \ 46.30 6Q` / °� / \ // LLu 0 5 �* w N 1 SUBDIVISION No. 1 44.80 545 45.23 45.G6� A GB 46.93 // I I 22 TBC a BC 13 GB // "5 / \ / W rr-nn \ I 1 44.98 Cq \ 45.72 \ 6Q� 44.30 SW \45.10\ R�FSF a �, SW O z GB TBC GL 45.53 45.52 / \ 45.29 \ �qY TBC GB 15 / z Nco I 4» 2544 SW 45.40\ s a \\ 14 / 0 � 45.86 / � Q Top �� »PI I \ 4' 43.77 24 TBC \ SW ro 6 .e LLI a'p GB O �45.59 \\ 45.68 \ / 25� �"�y �QFill TOE 301 T E 301 I I \ 44.00 SW \ �y TBC / S\P/ c3� � w TOP 0 I 1 GB 25 45.74 \ ro / /�k.� \ Q 0 0 15 s I \ TBC \ \ y� �T e I o - - - - - 4"r 44.20 45.94 e, S�.52 A / I GB SW \ 0, 45.32/ N _TOP I I s °° \ RA 26 \ s "Q\ TBC 45.28 6 / I I 1 44.39 S� TBC \ s K / I z 0 6 P� s a„ - AA GB 45 S46 s `�0� 27 0 u \ a„S T w D a"w \ r 44.40 9 3 a's OUBLES 8"tv GB 43.97 / sa °5 5 a's RINGS OR \ GB 28// �` I U sFill \ N 8 \ \ _ \ s \ IAdmbk _ / \ \ E N G I N E E R I N G LL�� --�P-EP 6 P�� \ \ 5 �5 \ 5725 NORTH DISCOVERY WAY -L Z __ - psi EP P �L s,P� \ \ �s Q� ya / �SR \ \ BOISE,IDAHO 83713 i� __ _Ep 6,� \ 11 N� / `3 PHONE(208)639-6939 O a �- �fP \ " p \ \ kmengllp.com DESIGN BY: LCK \ \�� �E MILE CREW=�c,��_����� -�_ sh Q 5 �C N \\ EK_ \� \\\\ Fa A/ L o \ \ \ DRAWN BY: LCK TOES \ \ \ CHECKED BY: LCK Q o TOE-Z.. ` DATE: SEPTEMBER 2021 z -Ec \s s �e� Z �TOE Ems_EG� \�J_ Ip� _ � � � �\ �\ .o,� / // \�/ \ \ \ PROJECT: 21-024 CC g �4 TOE �E�� ���� � \�\�����. / .-a/ \ \ SHEET NO. G vLu a N O 11....�� a SHEET NOTES TABLE 1 - GROUNDWATER A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �Sg\ONAL fNc� MONITORING WELLS NOTES. o� \,\CENSFD 'y WELL # EXISTING GROUND GROUND WATER B. SEE SHEET C4.1 FOR STORM WATER DETAILS. ELEVATION ELEVATION 6860 1-19 2547.3 2544.5 C. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON J, 9110121 SHEET C4,0. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR �� Q ,^ O 2-19 2545.1 2541.9 ADDITIONAL GROUNDWATER INFORMATION REFER TO THE �� qTF OF \OQ v I� "2021 MID-SEASON GROUNDWATER REPORT - QUARTET 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI I EN I4"PI 4"PI 4"PI 4"RI "PI�4"PI 4"PI�4"PI 4"PI T 4"PI 4"PI 4"PI�-4"PI "P ______- T-- �- - - - - - - - - 3-19 2542.0 2536.6 PROPERTY" PREPARED BY NRS, DATED JULY 21, 2021. /N C. K I I 4-19 2537.7 2534.9 D. PROVIDE WATER-TIGHT SEALS AT PIPING Q I 5-19 2536.2 2534.1 ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, AND MANHOLES. I 24 \ 6-19 2536.7 2534.4 Y a E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE - - - - - - - _ BLOCK 5 29 N Q 1 7-19 2539.6 2535.4 COVER OVER PIPE IS LESS THAN 2 FEET, OUTSIDE OF ROW OR WHERE COVER IS GREATER THAN 2 FEET THE v, 25 26 27 28 A� I I 8-19 2547.2 2543.8 STORM PIPE SHALL BE ADS N-12 HP PIPE OR z \ O O I I APPROVED EQUAL. PLOWABLE FILL SHALL BE USED WHEN ` a" 5 I C7 I a LESS THAN 5-FEET OF SEPARATION BETWEEN a w STRUCTURES. s \ � z � � W. THORNAPPLE ST. \\ O I I F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC, s CO I Iy�� STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC - - - - - - - - 23 - - - - / I N RATED LIDS UNLESS OTHERWISE SPECIFIED. G. THE CONTRACTOR SHALL COMPLY WITH ALL THE In 09! ' \ INLET #7 REQUIREMENTS FOR STORM WATER DISCHARGE a / a w s"w s"w N `' - \ a' ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES N I 8' ACHD SD-601, TYPE I IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP I 'k' � RIM:2547.03 O ^s-tea^s s"s a"s S 31 N SUMP:2543.02 PLAN PREPARED FOR THIS SITE, REGULAR SITE 16 I s s 5 INV OUT:2544.02 12" (E) INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE cn a1 23.7' 12" ADS N-12 HP SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN I s I Q25=0.45cfs THE NPDES GENERAL PERMIT. z O N - - - - - N - - - 83y CO ' @ 0.38% a ' I Q100=0.63cfs _Q / INLET #5 16.8' 12" ADS N-12 HP H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN 00 m N / 's �ji / ACHD SD-604A, TYPE IV ' N ® 0.66% ENGINEER AND ACHD. w 22 s I Lu SDMH \', a� `' I RIM:2547.09 SDMH #4 L ~ I SUMP:2543.08 I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 0 I 48"0 SDMH FLAT TOP s"s 48"0 SDMH FLAT TOP pp INV OUT:2544.08 12" (SW) •a � DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN vi r �, RIM:2547.29 �F e' Q25=0.42cfs / RIM:2547.43 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER I s Q � I SUMP:2541.99 OR \ SUMP:2541.91 � O6 Q100=0.58cfs � � PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH INV IN:2543.99 12" (NE)� `' 8"s \ INV IN:2543.91 12" (E) SECTION 8018 OF THE ACHD DEVELOPMENT POLICY 17 s I N 1 O O INV IN:2543.99 12" (SW) \ \\ INV IN:2543.91 12" (W) MANUAL AND ISPWC SD-623, 00 I INLET #4 I En INV OUT:2543.99 12" (SE) \ 8.,w \ INV OUT:2543.91 12" (S) ACHD SD-604A, TYPE IV Q I \ s \ 16.7' 12" ADS N-12 HP J. INSTALL STORM DRAIN MANHOLES PER ACHD 6.8' 12" ADS N-12 HP / / SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED RIM:2545.42 I z 3 30.5. 12" ADS N-12 HP s CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE SUMP:2540.70 � s 40 I ® 1.51% I O INLET #6 \ 78"s � �� INLET #8 INV IN:2541.95 12' (NE) \ ?•. a SECTION. ALL MANHOLES SHALL BE HS-25 RATED. co I INV OUT:2541.70 15" (SW) INLET #3 ACHD SD-604A, TYPE IV \ g s a� ACHD SD-601, TYPE I ACHD SD-604A, TYPE IV RIM:2547.03 Q25=0.91 cfs RIM:2547.09 \ K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 z a RIM:2545.42 SUMP:2543.02 \ 8's �Q 8 O SUMP:2543.02 AND 8200 OF THE 2017 ACHD POLICY MANUAL. s O7 a Q100=1.26cfs �' ro SUMP:2541.41 «� ti \ INV OUT:2544.02 12" W 18 s } INV OUT:2544.02 12" (NE) ( ) < w INV OUT:2542.41 12" (SW)� \ 8^ Q25=0.58cfs 5.3' 15" ADS N-12 HP 4•• Q25=0.34cfs s L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE w I ® 1.52% I \ Q25=0.73cfs Q100=0.47cfs 8, Q100=0.82cfs LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE Q 100=1.01 cfs i - N \ ELEVATION PER THE INTERNATIONAL BUILDING CODE, � J SDMH #2 I 160.7' 12" ADS N-12 HP ��T �77.4' 12" ADS N-12 HP � BLOCK 6 INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN ACHD SD-601, TYPE I ® 0.68% R ® 0.38% 33.5' 15" ADS N-12 HP w I U I RIM:2545.75 °D 5 @ 0.21% 8's SDMH #5 REQUIREMENTS. SUMP:2539.62 Z °' I INV IN:2541.62 15" NE O 5 5/ 48"0 SDMH FLAT TOP ( ) Q �RIM:2547.67 s O a INV OUT:2541.62 15" (SW) s RAr SUMP:2541.13 19 I s 27.8' 15" ADS N-13 s8 \\ SDMH #6 � 22 % s� \ INV IN:2543.38 12" (NW) INLET #2 I \ s \ \ 11 Al 48"0 SDMH FLAT TOP a 1 INV IN:2543.38 12" (N) KEYNOTES ACHD SD-604A, TYPE IV 00 O6 INV 2541.00 \ �� \ �8 \\ o, O RIM:2547.60 I INV OUT:2543.13 15" (S) RIM:2543.83 Is, SUMP:2541.06 I 1. INSTALL WETLAND BASIN #1 PER SHEET C4.1. SUMP:2539.50 / \ `8 \ INV IN:2543.06 15" (N) / 5.3' 15" ADS N-12 HP 20 / / v AA INV OUT:2543.06 15" (SE) INV 2543.0006 2. INSTALL WETLAND BASIN #2 PER SHEET C4.1. N INV IN:2540.75 12" (W) � �, \ � \ r INV OUT:2540.50 15" (E) I I ® 0.38% �, / �r �z r N/ r Q25=0.92cfs 5 s 9 A� f / \\\ s8 r \\\ 10 25.9' 15" ADS N-12 HP / I (/) Q 100=1.28cfs O 2 O p 0.23% O I 3. INSTALL WETLAND BASIN #3 PER SHEET C4.1. O z A / / 20 I 45.2' 15" ADS N-12 HP //' ,�v \\ Sg \\ r O// / �� I 4. INSTALL WETLAND BASIN #4 PER SHEET C4.1. J ® 0.18% z 30.5' 12" ADS N-12 HIP I INV 2540.40( / \ \ / / T90P I 5. INSTALL GROUND WATER OBSERVATION WELL PER ACHD 449 O / SD 62 4 � 4" I 4"PI 4 PI \ 'l"- 5+��'9S+/ - - - - - INLET #1 I TOP I \ 19 \ S� \\33.5' 12" ADS N-12 HIP / �� (/� z ACHD SD-604A, TYPE IV \ O \ \�q @ 0.85% / / 6. INSTALL METAL END SECTION AND TRASH RACKS FOR RIM:2543.83 TOE I y " ��- / ACHD STORM DRAIN POND OUTFALL WITH RIPRAP (8" ANGULAR STONE) > LJJ SUMP:2540.82 1 I BLOCK 5 \ \ Sa �� INLET #9 / / INLET #10 EASEMENT OUTLET PROTECTION PER ISPWC SD-628. LINE RIPRAP - O 5 INV OUT:2540.82 12" (E) 0� \ ACHD SD-601, TYPE I Vie` / ^` ACHD SD-601, TYPE I BOTTOM AND SIDES WITH 8 OZ NON-WOVEN GEOTEXTILE 0 = G Q25=0.96cfs �sj64 TOE TOE I 10 4pr \ RIM:2545.85 / RIM:2545.82 FABRIC PER ACHD REQUIREMENTS AND OVERLAP (1-FT m Q W 18 \ s8 SUMP:2540.85 / SUMP:2540.57 MIN.). 0 0 > Q100=15 4cfs ,� \\ Top-Top� g \ INV OUT:2542.85 12" 2cfs / / INV IN:2542.57 12" (NW) O21 � A, Q25-0.52cfs / „� - - - - - - - - J \ Q100=0.73cfs �ti INV OUT:2542.57 12' (SE) SDMH #1 \ ACHD STORM DRAIN \ �� � 5 Q10000 8cfs ~ z 48"0 SDMH FLAT TOP \ EASEMENT 4Ar `m _ (/) RIM:2544.16 \ O \ 5.2' 12" ADS N-12 HP Q SUMP:2538.48 8 \ 11 17 \ \ re` \ ® 0.85% La 0 INV IN:2540.48 15" (W) \ \\ O RAr \ s 8 1 / \ SDMH #7 INV OUT:2540.48 15" (E) \ e e \ \ / \ 48"0 SDMH FLAT TOP \ / RIM:2546.36 LLJ W 8•. SUMP:2540.52 \\ s iao j INV IN:2542.52 12" (NW) �26.0' 12" ADS N-12 HP 4 / INV OUT:2542.52 12" (SE) O Q 8,. 6 �9INV 2542.30CC lb / \ W G \\ / \ ACHD STORM DRAIN \\ "s EASEMENT O ro \ FS / / 0 Q �1. 4 p/ 23 \\ � \ 15 /' / 0 � �5 / a 4p� \\ as \ O N 24 s a / Z \ / O QUARTET NORTHEAST \\ �/ �' lb / U w SUBDIVISION No. 1 �cl / ° a o \ \ Iry o / O s �' U w \ lb / DC z / qC, / \a S OUB(S 8" \\ Vie` 28 /� ILL / E N G I N E E R I N G R/ ; R o // 9233 WEST STATE STREET /CGS \ O/,� BOISE,IDAHO 83714 O o a iy \ / �"� / PHONE(208)639-6939 z kmengllp.com o \ / DESIGN BY: LCK 0 8S DRAWN BY: LCK \\ L69. CHECKED BY: LCK a o_ DATE: SEPTEMBER 2021 z b PROJECT: 21-024 c SHEET NO. c 0 50 100 150 J v w N Plan Scale: 1" =50' a cli ACRONYMS/ABBREVIATIONS I INK 4" MIN. TOPSOIL OR PRIMARY �4 P� / s TOB TOP OF BANK ASS\ANAL fNc�4^Pi PI-4 AMENDED NATIVE MATERIAL 4"Pi 4"Pi WETLAND -4^Pi / TOE TOE OF BANK wok ENS,, 4„P� 4" WITH VEGETATION. VEGETATION 4" i OUTLET PROTECTION PER / Pi- ISPWC SD-628 (TYP) � TOP TOP ACHDWATE WSE WATER SURFACE ELEVATION DRA NAGEO EASEMENT - - - 4" MIN. TOPSOIL OR- a P� - - - - - - - - - - - - 4 � AMENDED NATIVE MATERIAL 4 PI 4 PRIMARY N 860 WITH VEGETATION. Qp WETLAND OUTLET PROTECTION PER 4•PI- SHEET NOTES J, 9110121 0 1 TOE TDE VEGETATION ISPWC SD-628 (TYP) ti� y �9T Q� v IT A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY F Of �\ I v 0 NOTES. y��N C. Y, 15"SD ' I S B. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON po I IME ME TOE SHEET C4.0. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR AT-SO I ACHD STORM WATER I ADDITIONAL GROUNDWATER INFORMATION REFER TO THE \ 55' DRAINAGE EASEMENT �° N o "FINAL 2020 GROUNDWATER REPORT - QUENZER 7 "Sl PROPERTY" PREPARED BY NRS, DATED OCTOBER 30, TO 2 \\ TOE E 2541 7GE I I 91.7' I 12 Sp 2020. TOE TOE TOE 2541 p \ 2542 2542 I C. PROVIDE WATER-TIGHT SEALS AT PIPING 2543 I 2543 I ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, ll��► BOTTOM OF BASIN TOP �p_2544� TOP I 2544 I in AND MANHOLES. \ ►� ` V BOTTOM OF BASINTOP TOP TOP MP 2545 co TOP OF BANK L-00.D D. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE < TOP OF BANK oo I co COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF o - - - - - - - - - - - - - - - - - - - - - _ z ROW OR WHERE COVER IS GREATER THAN 2 FEET THE \ \ y STORM PIPE SHALL BE ADS N-12 HP PIPE OR \ WETLAND BASIN #lO in -cf; APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN \ \ O WETLAND BASIN #2 3 STRUCTURES. \ '< co E. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED. WETLAND BASIN #1 PLAN WETLAND BASIN #2 PLAN F. THE CONTRACTOR SHALL COMPLY WITH ALL THE Z SCALE: 1 "=20' SCALE: 1 "=20' REQUIREMENTS FOR STORM WATER DISCHARGE O ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES v� IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP j PLAN PREPARED FOR THIS SITE, REGULAR SITE L INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2543.4 APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2544.0 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN FREEBOARD: FREEBOARD: THE NPDES GENERAL PERMIT. 0.5' FOR WATER DEPTH <3' 0.5' FOR WATER DEPTH <3' 1.0' FOR WATER DEPTH >3' WIDTH PER PLAN 1.0' FOR WATER DEPTH >3' WIDTH PER PLAN H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN TOP OF BANK TEE POST OR MARKER TO TOP OF BANK TEE POST OR MARKER TO ENGINEER AND ACHD. ELEVATION 2544.4 2.5' WETLAND SHOW DESIGN WS ELEV. ELEVATION 2545.0 2.5' WETLAND SHOW DESIGN WS ELEV. I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM VEGETATION PER VEGETATION PER DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN LANDSCAPE PLANS�� 3.�/ / LANDSCAPE PLANS V 3 /j\\j��� PPE MANHOLES, SEDIMENT ORTTERMINUSES�N ACCORDANCE WITH / / /\/\x SECTION 8018 OF THE ACHD DEVELOPMENT POLICY //\\//\\ \\/ \�\ \\ \/ \ 1�' / \\ \\ \/ MANUAL AND ISPWC SD-623. o SEASONAL HIGH WSE 2540.4f - �'� - - SEASONAL HIGH WSE 2541.Of �// /\ J. INSTALL STORM DRAIN MANHOLES PER ACHD NORMAL WSE 2539.0f - - �` '`\\ /� \'\/ �\ / /�\�f\\ - - - NORMAL WSE 2539.7f - - �\�f\/�\ /� \'\1 \�/ \ / /\\�f\\ - - - - SUPPLEMENTAL DETAIL SD-61 1 WITH REINFORCED CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE LOW WSE 2538.1 t - - - -� �\1/�\y\'� `�/ \�'�� - - - - - LOW WSE 2538.8t - - - -� �\1/�\y\' `�/ \�' \�/ ��L- - - - - SECTION. ALL MANHOLES SHALL BE HS-25 RATED. //� 0%�/ /� 2540.4 � � � � TOE: 2541.0 K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 TOE: 2540.4 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ TOE: 2541.0 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \/ NATIVE MAOTERIIAIL WTHAVEGETATION. j/\//\//\//\//\//\//\//\//\//\//\//\�\ / NATVIE MAN. OTERIIAIL WTHAVEGETATION. MENDED AND 8200 OF THE 2017 ACHD POLICY MANUAL. ELEVATION VARIES FOR PLANT CHOICE NEEDS �'�\��\��\��\��\��\��\��\��\��\�����\��� ELEVATION VARIES FOR PLANT CHOICE NEEDS '�\�����\��\��\��\��\��\��\��\��\��\��� L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE AND AESTHETICS, REFER TO LANDSCAPE PLANS AND AESTHETICS, REFER TO LANDSCAPE PLANS LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. ELEVATION PER THE INTERNATIONAL BUILDING CODE, INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN NOTE: NOTE: REQUIREMENTS. 1. REFER TO LANDSCAPE PLANS FOR WETLAND VEGETATION AND ADDITIONAL NOTES. 1. REFER TO LANDSCAPE PLANS FOR WETLAND VEGETATION AND ADDITIONAL NOTES. 2. SEE WETLAND BASIN NOTES, THIS SHEET. 2. SEE WETLAND BASIN NOTES, THIS SHEET. (V WETLAND BASIN #1 - SECTION A-A WETLAND BASIN #2 - SECTION B-B V) SCALE: NTS SCALE: NTS KEYNOTES ® � z 1. INSTALL WETLAND BASIN #1 ^ry N TOTAL VOLUME PROVIDED = 6,282 CF z / c N. GRAND LAKE WAY TOTAL VOLUME REQUIRED = 5,258 CF � � - �- r I ;S $S S 2. INSTALL WETLAND BASIN #2 (n z PRIMARY / ry WETLAND / I OUTLET PROTECTION PER TOTAL VOLUME PROVIDED = 6,480 CF > O W VEGETATION / ISPWC SD-628 (TYP) TOTAL VOLUME REQUIRED = 4,602 CF 0 = c C / 4" MIN. TOPSOIL OR / I / AMENDED NATIVE MATERIAL / 0 3. INSTALL WETLAND BASIN #3 m Q W TOTAL VOLUME PROVIDED = 4,824 CF Q > WITH VEGETATION. _ Z) _ 0 V)TOTAL VOLUME REQUIRED = 3,719 CF Q / I - - - - � - - - - - - - - - 4. INSTALL WETLAND BASIN #4 z Q - - - - - - - - - - - - - - - - - - / ti C / I C w PRIMARY TOTAL VOLUME PROVIDED = 2.869 CF Q L~ �P� / I I VEGETATION W 0TLAND OUTLET PROTECTION PER ION TOTAL VOLUME REQUIRED = 1,663 CF - I I Lo ISPWC SD-628 (TYP) I W TOE 4" MIN. TOPSOIL OR o I U J Lu / AMENDED NATIVE MATERIAL WETLAND BASIN NOTES: / I ACHD STORM WATER WITH VEGETATION. 36.5' ACHD STORM WATER 1. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM, PER THE LANDSCAPE O \Q DRAINAGE EASEMENT I 30L1 301 PLANS. NO IRRIGATION ON BASIN FLOOR. NO WOODY VEGETATION BELOW 100-YEAR 5 / I I 2543 DRAINAGE EASEMENT z BOTTOM OF BASIN 2544 SURFACE OR WITHIN 10' OF EMBANKMENT SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL AND SPECIFIC ,ti 32.3'2543 I I 2545 - BMP'S FOR ADDITIONAL VEGETATION REQUIREMENTS. W 2 / 2544 I 2546_ I 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE 2545 WETLAND BASIN #3 TOP OF BANK 2546Top AFTER CONTRIBUTING DRAINAGE AREA HAS SITE SEDIMENT & EROSION CONTROL O I 3O TOP OF BANK 2546 I I 2545 I WETLAND BASIN #4O MEASUREMENTS IN PLACE. 3. AREASFOREBAYD IS SIZED TO CONTAIN 1SH SHALL THE VOLUME. 2547 I L - - - - - - - - - - - - - - - - - 4. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF � Cn BOTTOM OF BASIN 2546 I TOPSOIL. TOPSOIL SHALL BE STOCKPILED AND USED AT FINAL GRADING TO ESTABLISH VEGETATION. v _ _ _ _ _ _I 5. FILL MATERIALS FOR EMBANKMENT SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, SC, a CH, OR CL AND MUST HAVE AT LEAST 30% PASSING THE #200 SIEVE. AREAS ON WHICH X WETLAND BASIN #3 PLAN WETLAND BASIN #4 PLAN FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL. EMBANKMENT FILL SHALL MEET ISPWC CLASS C COMPACTION REQUIREMENTS. CONSIDERATION MAY BE Z SCALE: 1 "=20' SCALE: 1 "=20' GIVE TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF DESIGNED BY A GEOTECHNICAL ENGINEER. z 6. ALL PIPE OUTLETS TO BASINS SHALL BE UNEXPOSED AND FULLY BURIED WITH METAL 0 E END SECTION TO PREVENT DEGRADATION OF THE PIPE FROM WEATHER. 7. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. o APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2546.0 APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2545.3 8. SEE TABLE 1, SHEET C4.0, FOR GROUNDWATER INFORMATION. U a FREEBOARD: FREEBOARD: 9. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS z 0.5' FOR WATER DEPTH <3' 0.5' FOR WATER DEPTH <3' ENCOUNTERED ABOVE THE ANTICIPATED SEASONAL HIGH GROUNDWATER ELEVATION. 1.0' FOR WATER DEPTH >3' WIDTH PER PLAN 1.0' FOR WATER DEPTH >3' WIDTH PER PLAN TOP OF BANK TEE POST OR MARKER TO TOP OF BANK TEE POST OR MARKER TO ELEVATION 2547.0 2.5' WETLAND SHOW DESIGN WS ELEV. 3' MIN. ELEVATION 2546.3 2.5' WETLAND SHOW DESIGN WS ELEV. 3' MIN. ° VEGETATION PER VEGETATION PER z 3 LANDSCAPE PLANS 3,•j \/\\ \ 3 LANDSCAPE PLANS 3.� \\/\\/\\ \ 3• _\v U \/\\/\\/\\/\\/\\/\��\\. \\/\\/\\ \/\\/\\/\\/\\/\\/\��\\. SEASONAL HIGH WSE 2543.0f / \ \/ , \ , \� \ //% \ \// \ \ \ \ \ \ Z �//\ \/\ \ /\ _ / \ \/\'�, SEASONAL HIGH WSE 2542.3f - �\ \// Y NORMAL WSE 2541.5f - - -�`\/�\ / /\\/ \\//�\ `�/\\ \ / /�\`'`� /'�� - - NORMAL WSE 2540.7t - Z / \/\ E N G I N E E R I N G L.L a LOW WSE 2540.5t - - - - �\1/�,�\1/\/�\�/\/�\/,�\1/ ,�\�/\/�\ \y ��L- - - - - LOW WSE 2539.6t - - - - \1/ 7 \�/\ /`�/ \�\l� \y ��L - - - - - 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 /\ \ \ \ \ \ \ \ \ \ \ \// /\ TOE: 2543.0 TOE: 2542.3 //\// / \ TOE: 2542.3 O o TOE: 2543.0 \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ PHONE(208)639-6939 4" MIN. TOPSOIL L OR AMENDED / / / / / / /��/ / / / / / NAT V MIN. E MATOPSOIL L W THA VEGET D IO N. km engl I p.com z o \�\�\�\�\�\�\�\�\�\�\�\�\ NATIVE MATERIAL WITH VEGETATION. � \ \ \ \ \ \ \ \ \ \ \ \ \ N ELEVATION VARIES FOR PLANT CHOICE NEEDS ELEVATION VARIES FOR PLANT CHOICE NEEDS DESIGN BY: LICK � AND AESTHETICS, REFER TO LANDSCAPE PLANS AND AESTHETICS, REFER TO LANDSCAPE PLANS N FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. DRAWN BY: LICK Z CHECKED BY: LICK Q o NOTE: NOTE: DATE: SEPTEMBER 2021 z 1. REFER TO LANDSCAPE PLANS FOR WETLAND VEGETATION AND ADDITIONAL NOTES. 1. REFER TO LANDSCAPE PLANS FOR WETLAND VEGETATION AND ADDITIONAL NOTES. 2. SEE WETLAND BASIN NOTES, THIS SHEET.N 2. SEE WETLAND BASIN NOTES, THIS SHEET. PROJECT: 21-024 SHEET NO. WETLAND BASIN #3 - SECTION C-C WETLAND BASIN #4 - SECTION D-D a SCALE: NTS SCALE: NTS C4. 1 W N °' a rr SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. \CENSf0 yF B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ,n� 9/10/21 �o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF 0f \pP v SD-507. "PI "" "PI Id„ti d„i, -Id„ - - „v Id„v d„� d„� Id„r Id„1 -id„v-------F-Id„v D. INSTALL STANDARD SERVICE MARKERS PER CITY OF o: MERIDIAN STANDARD DRAWING SW3. cn p p C I �_ E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER a I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY Q I EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR °C 31 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE Z BLOCK 1 BASED ON STUB LOCATION. STATIONING TAKEN FROM o mQc I 27 28 29 30 32 CENTERLINE OF SEWER ALIGNMENT. (D * I I F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC EXISTING SSCO #A-2 SSMH #A-3 SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM uj STA: 2+31.05 OFFSET: 0.00' STA: 2+53.24 STA: 3+19.36 STA: 3+85.13 STA: 4+50.27 STA: 4+99.22 STA: 4+99.22 OFFSET: 0.00' THE PROPERTY LINE TO SANITARY SEWER MAIN. a N: 721254.74, E: 2439561.85 INV: 2538.86 INV: 2539.18 INV: 2539.51 INV: 2539.83 INV: 2540.09 0 N: 721522.91 E: 2439563.99 C 1 L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 35.6' , G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP STA: 5+18.43 ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND - - - - - - _ INV: 2540.25 SEWER, OR RECYCYLED WATER MAIN EASEMENT. 1 L: 40.8' 1+I00 C 2+00 3+00 4+00 SSMH #A-4 � � � � xp STA: 5+41.32 OFFSET: 0.00' „a s„a s„a s„8 S1„a 8"S 8"S 8"s "S N: 721552.41, E: 2439594.02 as„a as„ as„a _� N. SUNNYSIDE KEYNOTES # M„8 M„8 M„8 M„8 M„8 I 8'W 8"W 8"W 8"W 8"W 8'W 8"W 33 � � STA: 5+41.32 O UTILITY MAIN/MAIN CROSSING Z L: 40.4' MAINTAIN VERTICAL AND HORIZONTAL O POTABLE/NON-POTABLE MAIN LINE SEPARATION cn PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j EXISTING SSMH #A-1 I NOTE 2 SHEET C1.1 FOR ADDITIONAL L STA: 1+00.00 OFFSET: -0.01' CD INFORMATION. N: 721123.70, E: 2439560.79 STA: 2+47.24 STA: 3+13.36 STA: 3+79.13 STA: 4+49.22 INV: 2538.83 INV: 2539.15 INV: 2539.48 INV: 2539.83 L: 51.5' L: 51.5' L: 51.5' L: 51.5' STA: 5+93.12 p UTILITY MAIN/SERVICE CROSSING o INV L: 45.5': 2540.74 34 -u MAINTAIN VERTICAL AND HORIZONTAL N BARTOK ST. o I POTABLE/NON-POTABLE MAIN/SERVICE OR QUARTET NORTHEAST 11 12 13 14 � I SERVICE/SERVICE LINE SEPARATION PER CITY OF SUBDIVISION No. 1 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 BLOCK 4 SHEET C1.1 FOR ADDITIONAL INFORMATION. ism Id„ti Id„� 41 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER J MAIN PER CITY OF MERIDIAN REQUIREMENTS. a 471 471 4"P 4"11 14'PI- 4"PI 4"PI 4"PI 4"PI 15I N. CARLESE WAY 8"W 8"W 8"W--------NO MATCH LINE - „ ALIGNMENT A PLAN AND PROFILE SEE SHEET C5 . 1 0 50 100 150 0 5 10 15 N Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O z z N O zJ 2560 2560 Q LL O O �. CL = Z 0 m Q w Q 2555 2555 2 z ^ � z wQ o ^^ o LL OLd Z Q < 0 - �_ �, o `. o _ _ ao L L, 0 Q o z cn v co 00 u- � � rn 2550 Q 6 N o 0 M D 0o Co 0 2550 z I ao O 4 cD C 0 00 � � o cD � � c 20 � � L zw aL� MNLroto � Q�� Lp � N W LJJ ONtfl cD O O N M Q� Lo N NN zz O ON +tnZZ � 2�N O't � � � � o > z w OONNH H > > >Z±Nzz 0M 25452545 - + 00 zLo FNISHED GROUN v n F ZZ DC Q wL > J wV)F Z 0 2540 EXISTING GROUND 1 1 2540 (� ant a x x N ry U 1 z zD 2535 2535 Z Q D o PVC 1.26% 233. �' of 8„ p U Z 2530 2530 qo a 26a 2' of $ PVC Z 42.1 of 8" PVC ® 1.24% z 0 O 0 2525 2525 z O g" PVC � �= °f ENGINEERING L.L 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 2520 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 kmengllp.com z N DESIGN BY: LCK N N N r 0) LO No O 0) � cD O I- O) o00 N o N 0) CY) DRAWN BY: LCK N M N N N N ML0 M g LO L L u') L � L L L 0 't � CHECKED BY: LCK a N N N N N � N N LO N N N N � N u N � N N N N N N N N N N o DATE: SEPTEMBER 2021 PROJECT: 21-024 0 0+50 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 SHEET NO. Lu s J v 'a N O ti N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. o� 10 ENS 0 �Y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY U 0 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE �n� 9110121 �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF 0f \pQ v SD-507. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. a 0o Q� E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY Idpti dti Id�ti Id„ti-Id„ti d„ti Id„ti Id„Vi Id ti ~d, , EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR o TO INSTALLATION. SERVICE LENGTH AND INVERT ARE w w dol BASED ON STUB LOCATION. STATIONING TAKEN FROM oa W o CENTERLINE OF SEWER ALIGNMENT. F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC o BLOCK 5 SD-51 1 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM ui o w wo I THE PROPERTY LINE TO SANITARY SEWER MAIN. Q G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND $ I w STA: 8+25.52 STA: 8+63.45 SEWER, OR RECYCYLED WATER MAIN EASEMENT. ~ 3O INV: 8+25. 6 INV: 8+63. 1 STA: 9+30.00 STA: 9+96.00 STA: 10+62.00 STA: 1 1+22.02 I / o W INV: 2540.81 INV: 2540.51 INV: 2540.21 INV: 2539.92 / oa L: 51.4' L: 52.5' L: 52.5' L: 52.5' L: 52.5' L: 52.8' FL ui - - KEYNOTES - - - - - - - - - - - - - - - - - - - - - - - - - - - STA: 7+82.44 � o INV: 2541.57 to y (0) rn f .' O cn �oE L: 52 8' / �? a a w� Tw a w a w $ a „w a UTILITY MAIN/MAIN CROSSING Z �pP a / 9+00 10+00 11+OG� MAINTAIN VERTICAL AND HORIZONTAL O w �oE a _ POTABLE/NON-POTABLE MAIN LINE SEPARATION cn Eo PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j / �i 4 8"S 8"S "S 8"S 8"S SSMH #A-7 �� NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu � / S+ x0� �� STA: 1 1+22.02 OFFSET: 0.00' INFORMATION. N: 721217.18, E: 2439860.56 - - - 4"PI - - - - - SSMH #A-5 00 STA: 7+74.44 OFFSET: 0.00' ^" © UTILITY MAIN/SERVICE MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR a N: 721550.1 1, E: 2439827.13 STA: 8+69.45 STA: 9+37.89 STA: 10+03.89 STA: 10+69.89 STA: 1 1+22.02 SERVICE/SERVICE LINE SEPARATION PER CITY OF O INV: 2541.08 INV: 2540.77 INV: 2540.47 INV: 2540.18 INV: 2539.91 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 INV: 2541.63 STA: 49. L: 37.5' L: 37.5' L: 37.5' L: 37.5' L: 39.9' SHEET C1.1 FOR ADDITIONAL INFORMATION. L: 45.5' I SSMH #A-6 _ STA: 8+25.52 OFFSET: 0.00' N: 721513.66, E: 2439862.93 18 19 20 QUARTET NORTHEAST z 16 17 BLOCK 4 SUBDIVISION No. 1 - - - - -�- 40-■ I �� f■ ■ ATC H LINE - Id„b Id b Id„ti Id,b' I „b �d„b Id b Id„b SEE SHEET C5 .0 ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 N Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O z z N o zJ 2565 2565 Q ILL O > p CL = Z 0 m Q w Q 2560 2560 z � z wQ aQ oCL Ll, o oc Q 2555 2555 p� z ^ z W 0 o U) z CC O 00 O ; Of ^ 00 00 O Z O � o2O - zo rn 0 z G //n� O M O 0) N N L: 00 V Ln 4 00 4 rM M I, 4 - J 2550 1 4" "' N_ I Lq m M , Lo o o 2550 w '�w^/ Q Z#z+LON D QN� NN H O IN 666 6 �`� v / (nH� > O> m�NZZ O Q C14+CNN > > > cncnFZZ Z =�NIn ZZ O FINISHED GROUND c�i� > > > 2545 Z Z Z 2545 a a ry U 1 2540 I EXISTING GROUND 2540 z Z o Q U of 8" PVC ® .6 296.5' 0% 2535 2535 z a o 0 51.1' of T PVC ® 0.41% U 2530 2530 o Z 233.1' of 8' PVC @ 1.26% L.L E N G I N E E R I N G a 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83713PHONE(208)639-6939 0 2525 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2525 kmengllp.com z N DESIGN BY: LICK 0 00 oo N n DRAWN BY: LICK N ,n N `n N ,n N u� N ,n N `n N ,n N ,n N ,n CHECKED BY: LICK Z N N N N N N N N N o DATE: SEPTEMBER 2021 z PROJECT: 21-024 0 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 SHEET NO. Lu s J v 'a N O ti N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. \,\C ENS F0 �Y Q B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ,n� 9/10/21 �o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF 0f \pP v SD-507. C. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. SEWER ALIGNMENT "C", E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SEE SHEET C5.5 Q SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE w BASED ON STUB LOCATION. STATIONING TAKEN FROM N CENTERLINE OF SEWER ALIGNMENT. I co ° Q 0D I F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC CA BLOCK 4 Q BLOCK 5fll z l SD-51 1 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM QUARTET NORTHEAST 27 I 14 16 THE PROPERTY LINE TO SANITARY SEWER MAIN. o Lu SUBDIVISION No. 1 w - MATCH LINE - G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP z WATER SEE SHEET C5 .3 SEEWERGORUSHES RECYCYLLEDEWATER"MAINBLIC EASEMENT. AND 8'iPl 8"PI " 8"PI 8"PI 006"PI 6"PI 6"PI 6"PI 6"PI 6"PI= ■ 28 \ 15 — — — — — — — — — — — — — — — — — \ / 70412"W — — — — — — — — — — — — - - - - - - - - - - KEYNOTES12"w 12"w 12"w 12"W 12"w �12"w 12"w 12"w 12"w 2"w 12"w 12"w ` 4 UTILITY MAIN/MAIN CROSSING Z 2+00 — 1 3+00 �'�4+0090 5+00 N. GRAND LAKE WAY 6+00 107+00 MAINTAIN VERTICAL AND HORIZONTAL O J"s 8"s 18"S 8" 8"S 8"S 8'IS 8'S 8"g POTABLE/NON-POTABLE MAIN LINE SEPARATION cn PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu INFORMATION. - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP TOE p UTILITY MAIN/SERVICE CROSSING SSMH #B-3 I MAINTAIN VERTICAL AND HORIZONTAL EXISTING SSCO #B-1 SSMH #B-2 I -4 301 POTABLE/NON POTABLE MAIN/SERVICE OR STA: 2+67.49 OFFSET: 0.00' STA: 4+00.00 OFFSET: 0.00' STA: 7+00.00 OFFSET: 0.00' o SERVICE/SERVICE LINE SEPARATION PER CITY OF N: 720738.03, E: 2440123.92 N: 720827.63, E: 2440221.55 N: 721030.47, E: 2440442.58 I �----TOPTOP , MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 L — — — — — — - SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN PER CITY OF MERIDIAN REQUIREMENTS. 0 z ALIGNMENT " 6" PLAN AND PROFILE 0 50 100 150 0 5 10 15 N Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O z z o zJ 2560 2560 Q LL o > p 0 = m Q w Qz 2555 2555 Z) 0 2 z r. I-U Q z � � z > J .. o —: Q 0 w � v O " m Q o o O = u- °° N 00 00 O (V N w= C m o2550 O N r; U-) 2550 OD pC ao O� Of C m0cpNNO0) N w N0)� � +U) Z ? 0 2 N o LZ NztlzO N N H :2 Q 0`D 4 ~ _ +N Z Z o FINISHED GROUND ��E Z Z o � /Lu z � HNN O V) > > > \ (D 2545 X~ > V)V)E Z Z Z 2545 S J woo Z w w Q — — — EXISTING GROUND Q D 2540 2540 a a m N N N m U 1 z z E 2535 2535 Q 5 Q U 8,, PVC ® 0.40% 300.0' of 2530 @1.53% 2530 0 0 z a — oN 0 Admbk knill U 2525 2525 Z O Z 67.5' of 8" PVC ® 1.53% E N G I N E E R I N G L.L a 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT o 2520 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 PHONE(208)639-6939 kmengllp.com N DESIGN BY: LCK O M cn rn M 00 M O N DRAWN BY: LCK z 04 04 n Sri in in u� co co co g LO I0 N � I �n Ln Ln LO �n �n CHECKED BY: LCK Q a N N N N N N N N N N N N N N N N N N N N N N o DATE: SEPTEMBER 2021 z PROJECT: 21-024 0 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 SHEET NO. Lu s J v 'a N O ti N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. o� \CENSFD �Y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ,n� 9/10/21 �o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 97F 0f \pP v SD-507. C. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. �A, E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER o I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR I I TO INSTALLATION. SERVICE LENGTH AND INVERT ARE oo + I 19 �10 A BASED ON STUB LOCATION. STATIONING TAKEN FROM BLOCK 5 A CENTERLINE OF SEWER ALIGNMENT. ti I 16 18 I 20 / F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC m 17 \/ SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM w I O STA: 10+01.48 0 o SSMH #B-5 AAA THE PROPERTY LINE TO SANITARY SEWER MAIN. o STA: 9+34.89 INV: 2541.47 rn STA' 10+69.60 OFFSET: 0.00' I N STA: 7+88.59 STA: 8+65.55 INV: 2541.87 L: 39.8' - N: 721276.78, E: 2440168.04 G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, I INV: 2542.35 INV: 2542.29 STA: 10+90.47 A, ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND o W �.f' I : 25 I : 25 L: 34.9' - - _ I INV: 2541.36 0� CARPORTS, TRASH ENCLOSURES TREES, OR DEEP _ SEWER, OR RECYCYLED WATER MAIN EASEMENT. ( ) J 0 L: 43.3' 0 � AA » 9+__00 „ 10+ S $"S uj 8+0 129. \ 21 KEYNOTES I -s"w x STA: 1 1+55.99 U = _ N. ASISSI WAY "w a"w \61 � \ L:V44.541.65 Rq/ 4 UTILITY MAIN/MAIN CROSSING Z 1_ "w ' _® s \ MAINTAIN VERTICAL AND HORIZONTAL O r- - - - - 1_ s"w s sw _ � \ � POTABLE/NON-POTABLE MAIN LINE SEPARATION cn I doi Q � _ _ - - \ - \ PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER I p1 �•�-•� - - - - - - - - \ �C \ 22 �A, NOTE 2 SHEET C1.1 FOR ADDITIONAL W I W STA: 9+98.01 \ \ STA: 12+27.99 INFORMATION. W I � � � STA: 9+18.13 INV: 2541.52 �! �,, INV: 2542.01 I STA: 7+94.59 STA: 8+52.07 L: 51.0' \ �ti9 s \ o INV: 2541.98 \ �ysj�, \ L: 44.5' p UTILITY MAIN/SERVICE CROSSING INV: 2542.38 INV: 2542.35 MAINTAIN VERTICAL AND HORIZONTAL I I L: 55.5' 12 \ \� x0 \ L: 52.2' L: 54.4' , POTABLE/NON-POTABLE MAIN/SERVICE OR J I BLOCK 6 \a� \\ 8 \ , SERVICE/SERVICE LINE SEPARATION PER CITY OF I r N \ i 23 - - -TOP w Q 9 10 11 1 8s MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 °'O SHEET C1.1 FOR ADDITIONAL INFORMATION. p I O SSMH #B-4 OC z STA: 8+13.58 OFFSET: 0.00' oac _ I N: 721114.15, E: 2440365.78 O \ V oz z I II V ALIGNMENT " 6" PLAN AND PROFILE 0 50 100 150 0 5 10 15 N Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O z z o zJ 2565 2565 Q LL o > o F.- 0- 0 = m Q w Qz 2560 2560 Z) 0 2 z � z ``' J aQ o � w o oc m 2555 0 3: N ., 2555 p� z w 0 0 .. N W LIJ 0 0o O z i� 00 0 "= LL o0 i� - 00 0 0 0 0 , z W �00N � 2550 mr),6 � N �`° t LO � � 2550 J N I rn(oM N uj L' u^ Q U1H� > > 20NZ O FINISHED GROUND N N Y z z Q 2545 2545 a - - - - - _ m x N 3: EXISTING GROUND w 2540 2540 0 D V o U Q z 2535 2535 0 200.5' 0 f 8" PVC � 0 40 (� a 56.0' of 8" PV @ 0.40% z 0 0 2530 2530 o Y 11 .6' of 8" PVC 0.40% LL z E N G I N E E R I N G a 5725 NORTH DISCOVERY WAY IDAHO 83713 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE, O FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 z 2525 2525 kmengllp.com N DESIGN BY: LCK Ln 00 0 rn r- n LO o 0 o co � co 0 r- N rn o ^ o 0) o N N ^ DRAWN BY: LCK LO � d) L0 u) LO Lr) u') u') u') Lr) CHECKED BY: LCK Q a N N N11) N N N L N � N � L0 N N n N � N N N N N N N N N N N o DATE: SEPTEMBER 2021 PROJECT: 21-024 0 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SHEET NO. Lu o J v 'a N O ti N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. �o� \,\C ENS f0 �Y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. _ C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE 9/10/21 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC Of \pQ�ov D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. 3 I! E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR Eo 29 30 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASEV_G/ ��p BLOCK 5 a \ CENTDERLOINESOFBSEWERTION.LIGNMENITNING TAKEN FROM ,top�OE�E V_o� p� SSMH #B-7 28 STA: 15+38.60 `� 1 /����� / \� STA: 14+85.50 OFFSET: 0.00' INV: 2543.34 STA: 15+89.93 1 Eo 4� N: 721475.10, E: 2440385.08 INV: 2543.19 F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC °0 p / L: 97.6' SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM 6� �p� 27 L: 102.0' THE PROPERTY LINE TO SANITARY SEWER MAIN. a /Eo / STA: 14+85.50 ~ 0 E° p� INV: 2544.47 P E° . ' N G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, L: 601 26 STA: 14+56.78 / CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP /\ INV: 2544.09 / 31 I I z L: 52.8' ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. Li p� z Li� / 25 STA: 13+89.14 / \ STA: 16+28.88 g Ei V) 24 INV: 2543.49 1 INV: 2542.96 I N w L: 55.0' co co L: 66.5' w STA: 13+23.14 N LiKEYNOTES INV: 2542.83 �ti^ a \ o w L: 55.0' 15-LOO any 6"Pi to STA: 12+70.05 aw 0 o UTILITY MAIN/MAIN CROSSING Z INV: 2542.47 �' w 147' g. shy \T _ _ N ` Q MAINTAIN VERTICAL AND HORIZONTAL O L: 50.5' e Op a'S 16+0 a"w - - - - / N Ir POTABLE/NON-POTABLE MAIN LINE SEPARATION N 0 ; LjPER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j w NOTE 2 SHEET C1.1 FOR ADDITIONAL e'w 172-17+00 a~w a„w INFORMATION. - s^w Xp0 STA: 15+09.43 �2"so 18+00 I STA: 12+70.05 / b 9s 15 8r INV: 2544.54 3 i S © UTILITY MAIN/SERVICE CROSSING 23 INV: 2542.34 L: 39.0' STA: 15+83.93 sa 8�s I POTABLE NON VERTICAL MAINTAIN POTAB D HORIZONTAL OR STA: 14+07.92 L: 42.7' � INV: 2543.01 � _ / MAIN/SERVICE rnQ, INV: 2543.67 L: 35.9' - - I- J SERVICE/SERVICE LINE SEPARATION PER CITY OF SSMH #B-6 1 L: 35.0' O - - MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 STA: 12+70.05 OFFSET: 0.00' STA: 13+40.62 STA: 16+54.93 _ SHEET C1.1 FOR ADDITIONAL INFORMATION. /N: 721477.22, E: 2440169.64 ( INV: 2543.00 O O INV: 2543.01 \ / SSMH #B-9O ' ' ' 35.0' BLOCK 6 L: 43.0' STA: 17+14.85 I / dog °b STA: 18+59.86 OFFSET: 0.00' 1. INSTALL BLOCKOUT WITH WATERTIGHT PLUG FOR FUTURE o ` _ . ' C� •� INV: 2543.44 0 3 CONNECTION O I : 25 a N I N: 721286.53, E: 2440707.54 1 M I I m SSMH #B-8 \ STA: 17+02.75 OFFSET: 0.00, O7 I 3 \ O C' \ 4„ N: 721355.10, E: 2440566.18 I \ co ALIGNMENT " 6" PLAN AND PROFILE 0 50 100 150 0 5 10 15 N Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O z z O zJ 2565 2565 Q LL O > o F.- 0- 0 I m Q w QZ 2560 2560 Z) 0 2 z � z ``' J cnQ > � O 0 3 Q - o � z v ^ o v o wz o wz 00 Lj 0 m 2555 ao `. -. ^ 00 o 6 o �- 2555 = p� p ��� o ao 0� M o 00 Lo 00 00 o 00 00 W w Oo Lo4ur 't 0 00 It M 00 m +'tNN Ib M � 0Ib00 N L0 0NN M = NZZ 0 mOc6 �0 N IDN� L N Lu z/� 0 0 Lo M 4 4 M +� N H +� N H V 1 Or- V7) t to m �Q� > > > r-m � Ip� � mr- N ~- Z Z Z 2�NZ O =�NZ O J 2550 +'t N N N co U)F - - - N > > N > > 2550 w w Q =�NZZZ O InU)EZ Z U) Z Z In�� » > > FINISHED GROUND NNEzzz z Q 2545 EXISTING GROUND - - - - - - - - - - - - - - - - - - - 2545 - - X N (] N In m I O 3 1 z 2540 3 N 2540 5 w0 N O u v 0 U Q 157 1' of 8" PVC 0.40% 217.2' of 8" P C ® 0.40% 2535 215. ' of 8" PVC ® 0.40% 2535 0 c� a z 0 2530 2530 Z O z ENGINEERING LL a 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT O 2525 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2525 PHONE(208)639-6939 kmengllp.com N DESIGN BY: LCK o N O M L0 0 00 0 00 00 0 0 0 0 0 n M N ' 0 N tb N r- O 0) Ito n � L o rn 00 DRAWN BY: LCK g �n �n �n �n �n CHECKED BY: LCK Q � � � � � 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 o DATE: SEPTEMBER 2021 z PROJECT: 21-024 0 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 SHEET NO. Lu s J v 'a N O ti N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. o� \,\C ENS f0 �Y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ,n� 9/10/21 �o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF 0f \pP v SD-507. C. c D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. 4 PI 4 PI 4 PI 4"PI 4 PI / / E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER \ _ I 4" I- / 3 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY \ / EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR \ / / TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON STUB LOCATION. STATIONING TAKEN FROM a\ CENTERLINE OF SEWER ALIGNMENT.� / F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY SEWER MAIN. a 14 / ( o / STA: 2+94.52 � 15 / / G. NO PERMANENT STRUCTURES INCLUDING BUILDINGS, roe roe STA: 2+24.50 STA: 3+45.64 / 3 CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP / INV: 2540.89 / ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND INV: 2540.57 INV: 2541.16 STA: 3+98.81 o SEWER, OR RECYCYLED WATER MAIN EASEMENT. L: 53.5' L: 50.5' L: 47.8' INV: 2541.02 / co / Vie` ` °p / L: 51.9' KEYNOTES a"w s"w s"w a' J Q \ o ♦ a by s w N ASISSI WAY 3+00 "w s N y / O UTILITY MAIN/MAIN CROSSING Z \ 8..w 2+00 81's 4+00 w Z / MAINTAIN VERTICAL AND HORIZONTAL O 1+00 8"S N. 3 8"S 81v _ / POTABLE/NON-POTABLE MAIN LINE SEPARATION N SSMH #C-1 $..S PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j STA: 1+00.00 OFFSET: 0.00' 3 _ _ _ _ _ 8 Z / NOTE 2 SHEET C1.1 FOR ADDITIONAL W N: 721065.25, E: 2439909.24 _ _ - - - - - - - _ _ S / INFORMATION. STA: 2+57.69 / STA: 1+97.05 INV: 2540.73 STA: 3+39.64 © UTILITY MAIN/SERVICE CROSSING STA: 1+00.00 STA: 1+36.13 INV: 2540.43 L: 37.1' INV: 2541.10 STA: 4+04.81 / MAINTAIN VERTICAL AND HORIZONTAL L: 37.3 L: 43.8 INV: 2540.15 INV: 2539.95 ' ' INV: 2541.00 s Pi POTABLE/NON-POTABLE MAIN/SERVICE OR L: 39.8' L: 37.9' , / SERVICE/SERVICE LINE SEPARATION PER CITY OF / � L: 41.9' SSMH #C-2 / MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 STA: 3+31.64 OFFSET: 0.00' ,a 3 / SHEET C1.1 FOR ADDITIONAL INFORMATION. N: 720949.38, E: 2440109.82 GO / 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER QUARTET NORTHEAST 22 23 24 25 / 28 MAIN PER CITY OF MERIDIAN REQUIREMENTS. SUBDIVISION No. Z IBLOCK 4 a / 2. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN z co / N y / STANDARD DRAWING S1. 4"PI 4'fl / / 3. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM 4"PI „ PI CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN "PI 4 Pi 4"PI / / STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' WIDE. / 4. INSTALL 8" PVC SEWER MAIN AND 115 LF OF 16" STEEL a'P a / CASING PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST " EDITION. 2' MIN. VERTICAL SEPARATION. ALIGNMENT " C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 N Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O z z N o zJ 2565 2565 Q ILL o > p 0 = m w z Q 2560 2560 Z) z � z ``' J Q Q O a w p 2555 2555 = p� o .. 3: A -- W w � w z �� � C:) 3: o ao O w � � o 2 o Zz z o z w rrnn U- O M Li 00 00 V O N N cD M O N N J N O N ,6 M U Lp N O O p p N L u Lu I O 4M u) p�� N 0 I 000MM N Lp '� ^/•� UO4 0 N SrMNZ k:C) ? v / _±NZ O C� > > 2�NZZ 0 (n N E: E: >> > 0Q� > > Nam- N U)FE z z_ FINISHED GROUND N N z z z 2545 2545 Cf a a EXISTING GROUND ' z z 2540 ' 2540 0 w © 231.6' 0 f 8" PVC © 0. 0% N 2535 2535 0 Q cf8„ pVC ® z 2,8 9 0 0 U 2530 2530 Z O Z ENGINEERING L.L a 5725 NORTH DISCOVERY WAY IDAHO 83713 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE, O FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 z 2525 2525 kmengllp.com N DESIGN BY: LCK ' °° C14 o � N a 0 o M `n � `n C° rn DRAWN BY: LCK z C14 n n 4 n n CHECKED BY: LCK QN N N N `�� � N N Z N N NN N N N O DATE: SEPTEMBER 2021 z PROJECT: 21-024 0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SHEET NO. Lu o J v 'a N O ti N a SHEET NOTES o Of A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. ��S`��OCENS�NG��Y �-z 0 60 120 180 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL F g w CHANGES OF DIRECTION PER CITY OF MERIDIAN Z Z w Plan Scale: 1" = 60' REQUIREMENTS. 686� X o w C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN s 9/10/21 0 Q �\ .� o w w 1- 2" BLOW-OFF ASSEMBLY FOR 6 0 0�q v 7 FUTURE WATER MAIN EXTENSION STANDARD DRAWING SW3. 9�y PF OF 4 PI 4 I 44 4 _N: 721690.10, E: 2440690.23 � TOP1rjr DI LIT, . 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF �N C. KEN TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' O6 1- 2" BLOW-OFF ASSEMBLY FOR I \ Fc T0=TOE TOE Tom TnE - TOE TOE_ - TnF SOE- T0�- -TC -TOE _TOE TOE - TOE _TOE TOP TOP- OF COVER. FUTURE WATER MAIN EXTENSION I F TO TOE-TOE-TOE-�p �TpOpE�TOE TOE T TOE TOE- CREASON LATERAL )E TOE TOE TOE TOE TOE TOETOE BLOCK 1 N: 721696.54, E: 243�9732.74 I \\ c� EG EG TOP EG TOPEG TEG t� �T�P-STOP�� 32 TOP TnP- TgP ��p Tno f� TO T�Rtop TOP TOP E. INSTALL WATER VALVE BOX AND LID PER CITY OF \ c) 1-FIRE HYDRANT ASSEMBLY 4 MERIDIAN STANDARD DRAWING W11. G EG EG EG EG EG EG EG EG EG EG EG EG EG G EG EG EG I > EG {{TpOP 32 33 34 35I Y I 1 \ 1-8" X 8" X 6" TEE 0- t� F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, 1-6" GATE VALVE -4 PI 4 PI 4 PI 4 PI 4 PI 4 PI 4 P 4 PIS-4 PI 4 P+ 4 PI 4 PI 4 PI PI 4 PI ------ N Q I - - - - - - - - - - - CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP 105 LF 8" PVC I Cr u- I 10 LF 6" PVC T ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 1-8" 45° ELBOW Q N: 721561.71, E: 2439765.92 I N: 721563.10, E: 2439625.50 I co ,n I A u- Y I d SEWER, OR RECYCYLED WATER MAIN EASEMENT. 1 I z M I 65 LF 8" PVC 3 I JLO O60 LF 8" PVC I I 2 1-8" 45' ELBOW a 24 0ui 2 / _ - - J - - - _ N: 721561.06, E: 2439832.29 27 28 I z o CC 1-8" 45° ELBOW N 70 LF 8" PVC 25 26 1-8" 1 1.25' ELBOW O °� I I w CIVIL ACRONYMS N: 721519.34, E: 2439580.96 45 LF 8" PVC N: 721495.99, E: 2440345.87 I � 8� 8 \ 1-8" 45° ELBOW 1-8" 45° ELBOW 1 I z I �J STA: - ROAD STATION s's a's �'� 8 s°sue f N: 721511.57, E: 2439880.91 75 LF 8" PVC BLOCKS 1-FIRE HYDRANT ASSEMBLYO4 MJ - MECHANICAL JOINT 31 W.THORNAPPLE ST. 35 LF 8" PVC \ N: 721497.30, E: 2440212.93 90 LF 8" PVC � ss 2 yf 1-8" 22.5° ELBOW � I 1-12" X 12" X 6" TEE FLG - FLANGE \ \ N: 721478.75, E: 2440416.31 30 _ 2 g � s 2 1-6" GATE VALVE E: - ESTING NORTHING 1 5 23 45 LF 8" PVC - - - - - - - 2 a I 3 10 LF 6" PVC L - STATION OFFSET LEFT 15 \ _ _ - - - w N: 721555.81, E: 2440688.90 w 2-8" GATE VALVE N _ / R - STATION OFFSET RIGHT N: 721562.05, E: 2439731.42 I 1-8" 45° ELBOW 8"W `' - \ 2 to N: 721465.49, E: 2440180.55 KEYNOTES ® _O 30 s I 14 16 I s \ s s"s s s s"s s"s 5 � O R63g I N U I Q I I 2 _ - - - - - _ 8' Ty /�S I 0p a UTILITY MAIN/MAIN CROSSING W w � I 2 a 1 0D I - R�qo CF 6• �, l 31 ' 3N POTABLE/NON VERTICALMAINTAIN POTAB D HORIZONTAL SEPARATION >- 135 LF 8" PVC 22 I I 1-FIRE HYDRANT ASSEMBLY O4 �FpB �� I a / Q ao / 2 A ev -� PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER z 150 LF 8" PVC I �' N a >- 1-8" X 8" X 6" TEE \ o / NOFORMATONTE 2 ET C1.1 FOR ADDITIONAL 29 I N m I I w s I I Q I 1-6" GATE VALVE 2 \\ s \\ / ry / z s 13 17 Cr p. I 2 O I _� co 10 LF 6" PVC 2 I �N 1 N: 721496.88, E: 2440255.93 \ / / © UTILITY MAIN/SERVICE CROSSING 2 2 I z I Q I 4 1-FIRE HYDRANT ASSEMBLY s / MAINTAIN VERTICAL AND HORIZONTAL w � I - \ \ O �� / 1-12" CROSS POTABLE/NON-POTABLE MAIN/SERVICE OR 1-8" X 8" X 6" TEE / s^ I z I \ > Pr 1-12" GATE VALE SERVICE SERVICE LINE SEPARATION PER CITY OF 185 LF 8" PVC 4 1-5" GATE VALVE \ so8" OO , / I 1-FIRE HYDRANT ASSEMBLY 4 1-FIRE HYDRANT ASSEMBLYO4 21 I 8•, CF 2-12" X 8" REDUCER MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 3 1-8" X 8" X 6" TEE 3 1-8" X 8" X 6" TEE `� 10 LF 6" PVC \ W 8" �, \ 3 s p 2-8" GATE VALVE SHEET C1.1 FOR ADDITIONAL INFORMATION. o I I N: 721393.18, E: 2440531.74 t/ O28 I 1-6" GATE VALVE I �° s 1-6" GATE VALVE 2 C N: 721333.27, E: 2440646.48 z I s I 10 LF 6" PVC 18 0 ' I 10 LF 6" PVC I PI-�4 PI \ /30 LF 8" PVC \ so 8S �� r \ 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" N: 721371.00, E: 2439579.78 0- N: 721376.06, E: 2439879.83 w °D a� 70 LF 8" PVC METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN Q 1-8" 1 1.25° ELBOW r 8 STANDARD DRAWINGS W1, W2, AND W6 e0 7 I 1-8" 45° ELBOW .16, : 1.25° ELBOW 2 \ I I 12 a I \ �' N: 721374.16, E: 2440557.40 � O0 J I °'Q� N: 721281.94, E: 2440179.09 '0 8„ 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" N Lo I BLOCK 5 \ 12 /srA 6 IN / 1- 2" BLOW-OFF ASSEMBLY FOR O5 METERS AND 3/4" METER SETTERS PER CITY OF 115 LF 8" PVC BLOCK I N \ •\ O t g FUTURE WATER MAIN EXTENSION MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. \ 20 85 LF 8" PVC DEFLECTION POINT /� / N: 721305.01, E: 2440708.04 19 I SA-- $ 5 N: 721234.66, E: 2440247.39 R / 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE 8 T s I 11 F- OI / / o, \ / \ AND NON-POTABLE MAINS. � 2 � � I 2 / \ \ 30 LF 8" PVC 11 \ 1 I 4. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD / I DRAWINGS W8 AND W9. REMOVE 2" BLOWOFF ASSEMBLY I i °� Q \ s \ h� BLOCK 6 / ,�� I 5. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN I AND CONNECT TO EXISTING 8" WATER MAIN I s ��� \ �o� �° `� \ gyp• / Q� / „oy STANDARD DRAWINGS DETAIL W12. INSTALL 1-8" COUPLING \ / \ o, 10 (V s N: 721254.60, E: 2439578.85 20 I / °e �, \\ s O Oaf' / �� / Z-TOE Q I 6. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN I / \/ 2 °� q \ ' 8 / � o STANDARD DRAWINGS DETAIL W13. \ `SASS/ .y� \ 180 LF 8" PVC `�80 / " P� I 0 / O / °h /- - Taf3 - - -I 7. 20LF OF 24" STEEL CASING FOR 12" WATER MAIN TO BE z 4 PI 4 PI ,� 4 1-FIRE HYDRANT ASSEMBLY 9 \ \ 4"PI 4"PI 4'PI = 4 PI 4-Pi 4 4 Pi 4 PI TOP TOP \ A� \ s8 y \ 9 / ^� / INSTALLED WITH CREASON LATERAL IMPROVEMENTS - - - - - - - N I \ 1-8' X 8' X 6" TEE \- - - T - L' TOE \ 1-6" GATE VALVE \ \ / (SEPARATE PROJECT). z Z a"w a"w a"w 8"w a„w a? \ 10 LF 6" PVC \\ s \ 2 / / 1-8" 22.5° ELBOW 10 N: 721216.19, E: 2440273.16 \ ??8 6Q� / 8. RETAIN AND PROTECT EXISTING WATER SERVICE. 0 Q W. GRAND RAPIDS DR. I N: 721152.76, E: 2439878.05 \• \\ TOE \ / // 9. INSTALL HORIZONTAL WATER MAIN ALIGNMENT PER RADIUS N SHOWN ON PLAN. PIPE JOINT DEFLECTION SHALL NOT \ s s s"s s"s s"s s"s s ♦ \ - 55 LF 8" PVC 18 \\ C, \\ // ti / EXCEED 1/2 THE PIPE MANUFACTURER'S ALLOWABLE > 0 LO 55 LF 8" PVC \ ♦ ♦.''' - -1-8" 22.5° ELBOW N - - - - - - - \ N: 721061.80, E: 2439937.77 2 / / DEFLECTION. CONTRACTOR IS REQUIRED TO VERIFY THE \ J� � DEFLECTION ANGLE. 0 z 4"PI 4"PI N I 21 \ 20 LF 8" PVC 17 \ s DEFLECTION POINT m Q W N: 721092.05, E: 2440482.32 Z) 0 \ 8 11 RA/ DEFLECTION POINT re 5 LF 12" PVC a I s \ DEFLECTION POINT O N: 721094.33, E: 2440408.41 \ . I„I,j ^' I 1-8" 22.5° ELBOW \ N: 721053.07, E: 2439958.37 s \-FIRE HYDRANT ASSEMBLY O4 z o N: 721101.32, E: 2439898.87 4� > I � 50 LF 8" PVC .�e •1-12" X 12" X 6" TEE 2 \ 12 16 \ / 1-6" GATE VALVE Q Q 0 I I QUARTET NORTHEAST \ 8's a 6Q� / 5 < \ '1 o LF 6" PVC LJJ p[ � w N � I SUBDIVISION No. 1 22 25 LF 8" PVC \ 2 4pO Q /� ^� / \\�o� � �1089.07, E: 2440479.07 = � � 00 o a"s \ o' 13 \ / 50 LF 12" PVC O 1-FIRE HYDRANT ASSEMBLY /)r 0 \ / 5 / L1J I I 1-8" X 8" X 6" TEE cqR \�� 6e / 1-12" TEE 5 41° I 1-6" GATE VALVE \ s�FsF 8,, \ 255 LF 8" PVC / �C, / 1-12" GATE VALVE L J N I 4'pi 10 LF 6" PVC 2 �;1k \ / ,. Q �� / 1-12" X 8" REDUCER z L u N: 721042.36, E: 2439982.32 d \ 15 / �'> �`ti / 1-8" GATE VALVE co o N: 721056.27, E: 2440443.34 Q TOP TOP �I 1$�� "PI T 23 24 g \ 2 �Q� // ,tih`0 / w o TOE 301 TOE 301 I I 4 P BLOCK 4 \\ "0 V p a 15"SD TOE_ o 2 m s _TOP I I s w AA 26 \ S !y / x : O Q 1-FIRE HYDRANT ASSEMBLY O4 N I _ DEFLECTION POINTS 6 / w N: 720891.48, E: 2440187.38 \ �,, 1-12" X 12" X 6" TEE 1-6" GATE VALVE o \ a 8 \ A' 50 LF 8" PVC / 10 LF 6" PVC z a \ e 8" 8»w 8 \ / N: 720885.25, E: 2440256.74 0 w s \ 8„s D 8„W \ AA 27 eQ�� / ^�, _ / �45 LF 12" PVC 0 \ 3 8 s OUBLES Rl 8 w / sA �� / 1-12" TEE .a 8"s NGS DR \ 28// �C, / 1-12" GATE VALVE U Z - _ »s 8'w R o �Q / Q / 1-12 X 8 REDUCER 0 1-8" GATE VALVE N: 720853.43, E: 2440222.31 o NCO / a rQ \ / ti / U EP`�4" \ 8 \ // REMOVE 2" BLOWOFF ASSEMBLY z _ =� EP 6,p�� \\ �� / AND CONNECT TO EXISTING 12" MAINIf 1_ _ s \ / / INSTALL 1-12" COUPLING O _ _ \ N: 720751.66, E: 2440111.41 LL Y TOPS P� _ /Mftwi E N G I N E E R I N G ? _ EP 6°PI s g TOP\ pl E" s»Pi� \ �5 // 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 3 0_- TOP_roP- �� _EP�_P L 6"P� \ ss e\ shy ti // PHONE(IDA O 837139 O TOE ` _ TOP-TOP \EP 6 d \\ kmengllp.com z , PS s„ + v5� / a _TOE _ �- r0P �J' pr ss ^ / DESIGN BY: LCK o _TOE Fill TOF TOP - A N E MIL Fp DRAWN BY: LCK Z TOE Ec= TOE=oREEK_ 'foci TOP \\ S sA, �Q 50 Q EG r0p \\ / 1ti \ CHECKED BY: LCK o TOES-EG_ \TOE` roE \\\\Fo \/ y� \\ j DATE: SEPTEMBER2021 z �i 4'pl _TOE EG_ TOE \ Top AS Q� / 1�4» _roE EG- ate_ _TOE PROJECT: 21-024 �4p1 _ToEG_EG�O� _roE l\T�\� // �/ // \ SHEET NO. _ J p a 4'PI _TOElOP C6.0 Lu=EG TOP \ N a SHEET NOTES 1-4" GATE VALVE A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SSA\NAL CONNECT TO EXISTING fNC/ �� t✓ENS 'Y 4" GATE VALVE N: 721698.34, E: 2439753.76 �o �,� f0 N: 721701.53, E: 2439429.91 65 LF 4" PVC 0 60 120 180 B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. 85 LF 4" PVC 1-4" GATE VALVE \\�\ Plan Scale: 1" = 60' C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD 6860 N: 721698.96, E: 2439690.77 6 CROSSINGS. 1 1-4" 90° ELBOW s 9/10/21 0 250 LF 4" PVC 10 LF 4" PVC N: 72�1697.52, E: 2439836.57 D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS �'9 4 PI 4 - °�^ THE LARGEST DIAMETER PIPE COMING INTO THE FITTING Of C` OR VALVE. y��/�/ C K\N� ' TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP 2 2 3 3 7D7 \ VP T0= TOE TOE rnF roE roE_ - TOE SDE- T0�- -TG -TOE _TOE TOE TOE _TOE TO TOP T E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL 1-4" TEE 3 TO TOE TOE TOE TOE TOE CREASON LATERAL - _ TOE SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. I F TOP TOP TOP T(1p Tip TOE TOE TOE TOE TOE- )E TOE TOE TOE TOE TOE TOE- N: 721699.06, E: 2439680.26 °° 60 LF 4" PVC c-a EG EG EG EG tiG t� �T)P Tap TnP rna Tno Tno -Ta T@R TOP TOP TOP- t 1 15 LF 4" PVC 5 I C\ EG �G 32 �� -�G=TDP rtc c- - 1-4" TEE 1-4" 45° ELBOW I F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL I N I N: 721635.73, E: 2440018.40 EG EG EG EG EG EG EG EG EG EG EG EG TOP N: 721630.04, E: 2440594.61 EG EG N {{p CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING 575 LF 4" PVC I T%- SD-403. 32 33 34 35 O 1 O 4"PI 4"PI 4"PI 4"PI 'P 4"PI 4" I 4" I 4"PI 4"PI -- -- - - - - - - - - - - - 1-4" GATE VALVE ~ 3 I 180 LF 4" PVC 6 N: 721583.57, E: 2439679.04 I Q � I G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 m 1-4" 90° ELBOW 2 2 2 2 2 2 Q I d PVC OR APPROVED EQUAL. I z I N: 721637.52, E: 2439835.98 3 I 3 _ \ 65 LF 4" PVC uu sr, I N Y I H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER ,, 3 24 '0i Q I THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS a - - J - - - - - _ O a 29 90 LF 4" PVC I o I WITH PROJECT ENGINEER DURING CONSTRUCTION. o 25 26 27 28 / 2 i I WI \ 2 I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE a"w s"w R"w s 2 1-4" 45° ELBOW I 4 BLOCK 1 45 LF 4" PVC „ \ N: 721559.84, E: 2440652.43 " Z OWNED, MAINTAINED, AND OPERATED BY THE HOA. / 5 8"s a° 8"s a ' e s 5 \ I I Q % KEYNOTES O31 � 1 3 W.TkRNAPPLE ST. r 24 1-4" 90° ELBOW s S _ 0 UTILITY MAIN MAIN CROSSING 15 - - - -N: 721510.63, E: 2439723.39 1 23 - - - - - - - - I / w \ 5 a _ - _ - - - o- N I MAINTAIN VERTICAL AND HORIZONTAL N N / 175 LF 4" PVC I POTABLE/NON-POTABLE MAIN LINE SEPARATION 1-4" GATE VALVE 1 395 LF 4" PVC : �, - i \ I 4 N: 721520.57, E: 2439678.37 I 1 I 2 / s w s 8, \ I I NOTE 2 SHEET C1.1 CITY OF FOREAADDITIONALS. SEE WATER z 10 LF 4" PVC 2 2 I I S s"s s"s s"s 8"s 5 \ I INFORMATION. 30 1-4" 90° ELBOW 14 s O a � R601 5' I IN: 721511.07, E: 2439678.27 16 8' T 2 N ,,; 3 I a 15 LF 6" PVC © UTILITY MAIN/SERVICE CROSSING ~ I Q I I _ 2 i 3 / 'pN9A s / / O ' MAINTAIN VERTICAL AND HORIZONTAL '�� 1-6" TEE - POTABLE/NON-POTABLE MAIN/SERVICE OR wQ N } 22 I 0° I \\ FQ 1-6"x4" REDUCER / 1-6" GATE VALVE SERVICE/SERVICE LINE SEPARATION PER CITY OF 4 I N I I Q I 2 I R N: 721388.87, E: 2440626.95 / / N: 721384.24, E: 2440641.74 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 \ SHEET C1.1 FOR ADDITIONAL INFORMATION. 29 I z 3 I 2 2 I s I 6 I \\ s\ r\\7��\20`F 6" PVC / 65 LF 6" PVC O N s 13 17 J I O N 0 3 1 O 23 \ 1-6" GATE VALVE 1 / 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. z I I � I N 40 O4 \ N: 721368.41, E: 2440620.39 / 1-6 GATE VALVE m Q I Q I 1-4" 45' ELBOW \ Ia \ 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.1. yy a u BLOCKS 3y / 1-6" BLIND FLANGE 270 LF 4" PVC I 2 I z I N: 721338.82, E: 2440209.67 \ / S N: 721364.55, E: 2440704.74 N Z I a 1-4" 22.5' ELBOW 2 8 i a 21 110 LF 4" PVC \ so 's 3. INSTALL 2" SERVICE 3 I 2 N: 721337.74, E: 2440319.44 \ e / i g 2 � 3 � o 4 I 2 2 � I O � 2 55 LF 4" PVC O / \\ ( 4. RETAIN AND PROTECT EXISTING SERVICE. z �, s ] 15 LF 4" PVC \ e 28 I s i 12 18 I I 4 w 2 1-4" 1 1.25° ELBOW C6 \ So es 1 K " 5. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. 00 3 I 2 N: 721314.46, E: 2440369.11 I � � I I I N 65 LF 6" PVC � 8" e�, 6. INSTALL ARV PER DETAIL, SHEET C7.1. I a I 80 LF 4" PVC 0 1 1-4" GATE VALVE 2 1-6" GATE VALVE �o \ a 2 N: 721329.80, E: 2440200.47 N: 721309.79, E: 2440596.96 8" / 4 I 3 I 2 2 BLOCK 4 I I g 2 v 20 1 •\ 12 2 200 LF 4" PVC 27 s I 11 19 I s 1-4" 1 1.25° ELBOW O / 2 O c 1-4" 22.5° ELBOW 70 LF 4" PVC / 1-4" GATE VALVE 11 O / \1 N: 721241.78, E: 2440015.26 N: 721275.16, E: 2440144.75 O 2 .Q� / / I \ \ / I CONNECT TO EXISTING I I 60 LF 4" PVC °e \ 8 \ 2 �o . °0 4" GATE VALVE 2 ° ° N: 721239.55, E: 2439721.23 20 5 s O �F / ���° \ 48 �! \ \ 10 2 'Q6 , / I CV z s I I 35 LF 4" PVC // °Q °� 1-4" 1 1.25° ELBOW �sjss \ 1-6"x6"x4" TEE 8 // S° / TOE Q 65 LF 4" PVC I ��N: 721226.88, E: 2440095.51 a /� \ N• 721190.66, E: 2440524.04 / �° I 0 J 15 LF 4" PVC 00 120 LF 4" PVC cO P _ / 1-4" CROSS \\ qy \ Jv / ,ti /- - Tafa-� I z a. I 4"PI N: 721194.15, E: 2440048.22 \ s DEFLECTION POINT O Q 3 / z 4"PI 4"PI 4'PI 4 PI 4 4 I I TOP TOP 3 \ °BAN: 721 1 18.94, E: 2440457.64- - - - - - - T CONNECT TO EXISTING 1-4" 1 1.25' ELBOW \ / / 19 \ �\ �/ O W 4" GATE VALVE-z""' 5 10 60 LF 4" PVC \ `�\\\30 LF 6" PVC �oQ / / 1-4" 22.5° ELBOW \ / a"w a"w a"w 8"w a"w ° N: 721 167.66, E: 2439819.86 3 N: 721 173.70, E: 2440018.67 I T � O // `ti 2 1-6 GATE VALVE W. GRAND RAPIDS DR. I �• �_ TOE- 18 N: 721097.36, E: 2440434.13 / 1-4" 1 1.25° ELBOW / \ W s"s s"s � s"s s"s a"s s 1-4" GATE VALVE � ,,•. '���1 � � 1-4" 22.5° ELBOW / \ � � \ / � / /- 0 - - - - - - - o CD N: 721167.49, E: 2439836.65 �� \_N: 721144.44, E: 2440082.62 2 2 \ s \ 5 �� 0 1-4" 1 1.25° ELBOW \ \ i 4"PI 4"pl N I 1-4" GATE VALVE N: 721 174.88, E: 2439899.35 s \ 11 2 2 65L F 6" PVC \ Ln a I N w I S \ / 1-6" GATE VALVE \ Nti / o\ I u; \ 260 LF 4" PVC \ o I \ N: 721054.77, E: 2440387.71 ss 1 /e F \ � z Ln \ 8 S e tv \ 2 16 Q�G // �.* s °y o/// W Q O I QUARTET NORTHEAST \ \ / \ °e / w N SUBDIVISION No. 1 \\ 8d 8 \ 2 F 6Q` // = I �� 22 s 4 \ 13 DEFLECTION POINT // �� // \/ 5W N: 720983.78, E: 2440287.95 0 L 4 15 LF 4" PVC ° G TOP TOP 1$� "PI \ O Q T 4 4 24 \ \ 15 / re // W W TOE 301 TOE 30� I •I 4 p/ \\ \ F�Q� // ,ti QJ // ~ TO, �° 4., 4 ��`� / ��/ / 1-6"x6"x4" TEE m o �5"so I �� I 25 s, - \ / /- / N: 720972.61, E: 2440298.20 x ° aI I 26 65 LF 6" PVC \ Q / TOE sa g A as. )y \ 5 / /-�( W -roe I I 4 1-6" GATE VALVEP Z N: 720851.92, E: 2440166.68 s _TOP I 5 °° A A 10 LF 6" PVC E I : 1-8"x8"x6" TEE w - s - - 1-8"x6" REDUCER \ 8s 1 ti� e� 1-6" GATE VALVE z 0 6 P� s" �Ai N: 720844.82, E: 2440158.95 / / Q S s"w ° \ 4 15 LF 6" PVC / N: 720894.52, E: 2440213.10 8'S s \\� 0 w _ \ \ � 10 ` // 3 U .a s"s \ 4 oh 28// �"� �1-6" GATE VALVE Q N: 720833.91, E: 2440168.96 CONNECT TO EXISTING A� / 1 \\ 8" GATE VALVE / ro / 65 LF 6" PVC 3 a a \\ N: 720774.70, E: 2440084.03 // 1 / / 1-6" GATE VALVE 1-6" BLIND FLANGE N: 720784.77, E: 2440214.05 z Z 8s \ / / 0� 'PI / o e / L.L o _rop_r a =pp s..pl 6 pl \\ 5 \ / // E N G I N E E R I N G _ -_ �- Ps •• 0� / 5725 NORTH DISCOVERY WAY w o�- Top _Top _� Ems_E L 6.'pl \\ �s �Q� �`y // PHOINE(08)639 6939 0 Top-Top �-��ep 6� \ 0 w� °�0 �5 / OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM kmengllp.com z _TOP�TOP-���= spy SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. DESIGN BY: LCK I TOTO= . FIVE rnF- \ �� F� / DRAWN BY: LCK TOE E C -fo Top sh e roE=TO Ec _TOREEK �TOp \� \A, / i \ IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NAMPA CHECKED BY: LCK Q ��EG_ \TOES TOE_ _ \��FA / j MERIDIAN IRRIGATION DISTRICT. DATE: SEPTEMBER2021 z b 4'PI _TO EG_ TOE \ Top 4" 1 _TOE EG- gR�_ _TOE _ \ \6 i / / \ / PROJECT: 21 024 g �4p1 �TOEG�Ec�r-o� \TOE � � // // \ ` IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. SHEET NO. 2 J p v 4'PI _TOE=EG Tp°p °p C7.0 W 4 1 TO \ P. a �pNAL NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN ss fNc, THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE STANDARD MANHOLE moo```` \,�p ENS f0 ADEQUATE VENTING. P/L FRAME AND COVER LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. 860 J� 9110121 o Q 3' MIN. 'PLACE APPROVED METAL OR PLASTIC TAG WITH"NON-POTABLE Cry OF �Cci 5'-MAX WATER DON'T DRINK"IS REQUIRED ��N C. KEN FIBERGLASS STUB 1"0 PE PIPE 24"0 CONCRETE ALVE BOX 4"0 THREADED PIPE. LENGTH COVER WATERMAN MODEL CR-100 CAP OR PLUG FINISH AS REQUIRED. 10 AIR RELEASE VALVE (OR EQUAL) GRADE a -I I li I I I �I li I I I III- 1-1/2"0 GALVANIZED 'I III III III III I' I I I III IRON NIPPLE & 90' ELBOW " I I NOTE: MAIN I I I I III _I I 1. 2'-6" MIN., 5'-0" MAX. + IN UNPAVED AREAS BALL VALVE CURB STOP APPROVED"METAL OR PLASTIC �- - " WHERE THE LINE IS I (MUELLER 300 OR EQUAL TAG WITH NON-POTABLE 1-1/2 0 SCH. 40 FREE DRAINING. —III III GALVANIZED IRON M 1-1/2" WATER DO NOT DRINK" IS ,• REQUIRED. CONNECT TO VALVE I III ° III PIPE RISER 2. 3'-6" MIN., 5'-0" MAX. o TAPPING Ln v • IN PAVED AREAS OR BOX WITH EYE BOLT AND WIRE TIE ° . Q SADDLE z •° ' •; WHERE THE LINE IS N O ° °III I I NOT FREE DRAINING. 6" MCIN. Lu IRRIGATION 3. FINDER WIRE AND p I +� 1-1/2"0 GALVANIZED TRENCH 8 _ co IRON PIPE 8 MAIN IDENTIFICATION Z _ O O OO OOO O O OO OO� I I I BACKFILL a a TAPE REQ'D. PER w `V O O O 0 _— v v THE I.S.P.W.C. 4"Q1 PVC OR ABS O O O DIVISION 900. PIPE VALVE BOX =00 00 %_� O 00 %_� 0 = — _L _ 1"0 CLASS 200 NOTCH 4"0 VALVE POLYETHYLENE - O 0 O O Q) — — c : v, I BOX OVER PIPE WITH _ O O OO O O O O0 O00 O III IIII IIIIFROMI PIPE N. EARANCE 0 0 O O OOO 00O O� „ , � � j 0 O0o0 0O0 01-1/2" BRANCH SLOPE O O OO O OOOO I I z TEE TO DRAIN OD OO 00 OO O O O O - - I � 00 000000 � � - � I 0 0 0 0- SCALE: NONE I_ - 00 O I 1"O BRONZE CURB STOP- PROVIDE LONG RADIUS BEND _ I I I _O MAIN FORD OR MUELLER, OR O O G US I III III MAIN LINE AIR RELEASE LINE IN POLYETHYLENE PIPE I 12 CUBIC YARDS MINIMUM APPROVED EQUAL. WITHOUT KINKS OR DISTORTION —I �=2" WASHED DRAIN ROCK,= N TS H _ _i I I .I I OR AS IREQUI TAPPING SADDLE DIG TO FREE (ROMAC 101S OR APPROVED EQUAL) DRAINING SOILS TYPICAL V SERVICE TYPICAL MAIN LINE DRAIN N Z N TS N TS Q O AC PAVEMENT BY OTHERS z PAVED SURFACE SEE NOTE 1 BELOW VARIES, 2.5"-3 z z 3/4" MINUS BASE, BY OTHERS O WW w VARIES 4"-6" 2 LLI d > O 0� 0� 0� 0� 0� 0� 0� 0� 0� PIT—RUN SUB—BASE, BY OTHERS m Q w O S 00 „ „ I VARIES, 10 —16 ---------,� I z = p p p TEMPORARY BACKFILL AS J O D 0 REQUIRED TO MAINTAIN lO O 0 z — Q —12" COVER OVER SLEEVE Q Q Z w 0 — SUB GRADE ELEVATION, BY w = I � — OTHERS, SEE NOTE 1 BELOW W O 0 3: COORDINATE WITH PAVING O 0 -I O I I I PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT 2 CONTRACTOR FOR REMOVAL - SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND W Q OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. CC 0 LOCATED ABOVE SUBGRADE MIN. 6" N LID TO READ: O G — FINDER TAPE CARSON MODEL 910T COVER "NON—POTABLE WATER — FOR IRRIGATION ONLY" z O LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING (2) 3" CLASS 200 SIGNAL W W CONDUIT WITH 1/4" 2" p[ NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE COMPACTED TO 95% DENSITY. a Q IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111 c.n N PIPE AND BELL CARBON MODEL 910 a 10" VALVE BOX (� W MIN. 4" TRACER WIRE LOOP a MIN. 6" SLEEVE MIN. 6' SKIDS PER ISPWC SD 307. 2" VALVE NUT SEE SLEEV SCHEDULE THIS SEE DIA. SEE FOR MA EREAL AND M N'IMUM SIZE SHEET NOTE 5 NOTE 5 z z O ISOLATION VALVE 10" CLASS 125 PVC PIPE SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS U JOINT RESTRAINT REQUIRED UNI—FLANGE SERIES 1300 OR EQUAL PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN a NOTES: NOTCH PVC BOX, BOTH SIDES 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD Z 4" 5.36" 8" PVC C900 8 28" SUB—BASE, ROAD BASE AND PAVEMENT. O Z 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. 6" MIN. a ° ° #4 REBAR O 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT 6" VARIES 6'o E N G I N E E R I N G L.L a SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 5725 NORTH DISCOVERY WAY PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. °° °MIN'. 4" MIN. OF 3 4" MINUS GRAVEL BOISE,IDAHO83713 10" 12.79" 16" PVC C905 15.92" ° n ° v UNDER 10" PVC PIPE PHONE(208)639-6939 O 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL ° ° ° kmengllp.com Z 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ' 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: LCK N NOTES: DRAWN BY: LCK Z 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION g A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND CHECKED BY: LCK PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR Q Z PIPE BELL. PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: ° B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL DATE: SEPTEMBER 2021 z PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 21-024 SHEET NO. LLI a TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7. 1 N TS N TS a