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CC - Construction Drawings SS�pN AL ENC F.SS\pN AL E �� aF �\C E N SF�c�ti HILL ' S CENTURY FARM NORTH SUBDIVISION NO , 2 V 10821 6860 U s 517120 o s 517120 0 MERIDIANIDAHO N �FG�gTF of �° � ��9TF of � /� P. MC�P�� /V C. CONSTRUCTION PLANS E.AMITY RD. U Digitally signed by igitally signed by Z Kevin McCarthy, PE achlin C Kinsella, P.E. MERIDIAN, o Date: 2020.05.08 ate: 2020.05.08 N IDAHO 13:30:37 -06'00' 9:59:26 -06'00' LOCATION MAP Lu E.TACONIC DR. a 0 z 3 Lu Ep (D EP E. AMITY RD. EP EPA ` �� W EP EP-EP/ vi #1 � /EP ��FP�,; EP�-FP-� 0 50 100 200 300 PROJECT �e o #2 (� Plan Scale VICINITY MAP z v NO SCALE O INDEX OF DRAWINGS > 2 w SHEET NO. SHEETTITLE SHEET DESCRIPTION HILL'S CENTURY FARM NORTH EP EP EP EP EP EP SUBDIVISION NO. 1L- C1 .0 COVER SHEET EP EP EP EP EP-EP-EP-EP C1 .1 NOTES, ACRONYMS, LEGEND C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 ROADWAY IMPROVEMENT PLANS OVERALL PLAN C2.1 ROADWAY IMPROVEMENT PLANS W. ROCKHAMPTON ST. PLAN AND PROFILE o z C2.2 ROADWAY IMPROVEMENT PLANS S. TINDARIS LN. PLAN AND PROFILE 41 x C2.3 ROADWAY IMPROVEMENT PLANS W. ROCKHAMPTON ST. PLAN AND PROFILE EG 18uj 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 Y C2.4 ROADWAY IMPROVEMENT PLANS W. ROCKHAMPTON CT. PLAN AND PROFILE S. WAYLAND AVE. PLAN AND PROFILE F19 17 O C2.5 ROADWAY IMPROVEMENT PLANS W. MACUMBO LN. PLAN AND PROFILE H 42 Ln C2.6 ROADWAY IMPROVEMENT PLANS W. MACUMBO LN./ S. HILL FARM LN. PLAN AND PROFILE < W. DALRYMPLE LN. 61 16 vi C2.7 ROADWAY IMPROVEMENT PLANS S. PALATINO LN./ W. DALRYMPLE LN. PLAN AND PROFILE N 43 C2.8 ROADWAY IMPROVEMENT PLANS W. DALRYMPLE LN. PLAN AND PROFILE O 62 s4 C2.9 ROADWAY IMPROVEMENT PLANS W. DALRYMPLE LN. PLAN AND PROFILE ALLEY "A" PLAN AND PROFILE z 44 63 83 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 11 12 13 15 C2.10 ROADWAY IMPROVEMENT PLANS E. HILL PARK LN. PLAN AND PROFILE z O O O 14 » » z 45 C2.11 ROADWAY IMPROVEMENT PLANS S. TAVISTOCK AVE. PLAN AND PROFILE ALLEY B PLAN AND PROFILE - rr C2.12 ROADWAY IMPROVEMENT PLANS - 4. ALLEY "B" PLAN AND PROFILE 46 65 81 10 C2.13 ROADWAY IMPROVEMENT PLANS ALLEY "C" PLAN AND PROFILE > 102 103 104 105 106 107 114 115 116 117 118 O C2.14 ROADWAY IMPROVEMENT PLANS ALLEY D m PLAN AND PROFILE CD E.47 66 8o z E. HILL PARK LN. z N C2.15 ROADWAY IMPROVEMENT PLANS S. EAGLE RD. PLAN AND PROFILE 2 z 67 73 79 QD c 113 Z C2.16 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN = C) Lw BLOCK 1 -j � - 48 68 78 O 1os Q 149 C2.17 ROADWAY IMPROVEMENT PLANS DETAILS N or_ _ u 119 120 121 122 123 J O C3.0 GRADING IMPROVEMENT PLANS 0 z N 69 0109 O O O O � 7 Q 49 101 100 = 14a C3.1 GRADING IMPROVEMENT PLANS L� j ' 70 76 110 • ' • ' • • '• C4.0 STORM IMRPOVEMENT PLANS O� 50 .: �• 147 71 75 111 C4.1 STORM IMRPOVEMENT PLANS < w U C 51 • 124 125 126 127 128 129 130 146 C4.2 STORM IMRPOVEMENT PLANS DETAILS c 72 74 112 O 131 C4.3 STORM IMRPOVEMENT PLANS DETAILS 52 145 C5.0 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE W. MACUMBO LN. z C5.1 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "B" PLAN AND PROFILE SEWER ALIGNMENT "I" PLAN AND PROFILE 53 w 144 C5.2 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "C" PLAN AND PROFILE SEWER ALIGNMENT "E" PLAN AND PROFILE u 54 .< V) 60 132 133 134 135 136 137 138 139 140 141 142 143 C5.3 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "D" PLAN AND PROFILEuj J a Q C5.4 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "H" PLAN AND PROFILE -J N wrr; 55 O 57 58 59 vi 56 C5.5 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT F PLAN AND PROFILE SEWER ALIGNMENT G PLAN AND PROFILE C6.0 WATER IMPROVEMENT PLANS z W. ROCKHAMPTON ST. W. ROCKHAMPTON CT. 0 I C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS � > C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS U w I W. ROCKHAMPTON ST. Q w O O C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS Z GRAVITY IRRIGATION ALIGNMENT "A" PLAN AND PROFILE 2 3 4 5 6 g 1 2 3 4 5 6 7 O O O O O O O O L1 .0 LANDSCAPE COVER SHEET O BLOCK 3 BLOCK 2 L2.0 LANDSCAPE PLAN a � � zO #4 HILL'S CENTURY FARM HILL'S CENTURY FARM L3.0 LANDSCAPE PLAN (, SUBDIVISION NO. 1 SUBDIVISION NO. 2 L4.0 PLANTING DETAILS m m I I I I O LEGAL DESCRIPTION'C/WWI �DAN* E N9 G 233�N EEST AEE RREEN G � A PARCEL OF LAND SITUATED IN THE NW 1/4 OF SECTION 33, TOWNSHIP 3 NORTH, DIGLINE CONTACT INFORMATION M sy��p �pn� BOISE,IDAHO 08)6393714 0 o RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2020. z w THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT kmengllp.com o CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP M BENCHMARK PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR DESIGN BY: LCK ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 2929 W. NAVIGATOR DR., STE. 400 9233 WEST STATE STREET 1 } POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 ■L DRAWN BY: LCK/SRM Z CONTACT: ZACH MEYERS PHONE: (208) 639-6939 ■ ■ 3 PHONE: (208) 378-4000 CHECKED BY: LCK Q 1 ® 691136.504 2464902.381 2686.908 ALUMINUM CAP FAX: (208) 639-6930 ACHD COMPLIANCE FAX: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. DATE: MAY2020 z 2 QO 691094.036 2465252.361 2681.496 5/8" REBAR EMAIL: zmeyers@brightoncorp.com KEVIN McCARTHY, P.E. - PROJECT: 20-031 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD EMAIL: Ikinsella@kmengllp.com 0 3 QO 691149.682 2465821.831 2686.567 5/8" REBAR POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO kevin@kmengllp.com ■ SHEET NO. - a 4 ®0 689797.800 2464897.329 2685.458 3/4" REBAR LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN ■ J m WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: ■ �'` .0 LJJ O "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." NONE ■ l• o d CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S��NAL E 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE ( ) S �CENS STANDARD NOTES FOR REVISED 3/1/18 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S ACHD RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING 1409 F` RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM AND THE ACHD EDITION OF E IDAHOASTANDARDS EFOR PUBLIC TO DISTRICT C CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS E - EASTING PC - POINT OF CURVATURE 6860 GENERAL CONSTRUCTION TANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL ELEV - ELEVATION PI - PRESSURE IRRIGATION DISTRICT. CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 5/7/20 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR `!x !o Q 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 9J P 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.meridiancity.org FLG - FLANGE R - STATION OFFSET RIGHT 0 F OF CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. F - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), ti c� 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 HP - 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 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 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE 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 0 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. .8 UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT NUMBERS) FOR DETAILS. BOUNDARY LINE TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE - - OFFSITE BOUNDARY LINE v� 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 WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE 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 NO "TOLERANCES" ALLOWED. - - 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 cn DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE - ROAD CENTERLINE j LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. 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 PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER LOT LINE LINE WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 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 HILL'S CENTURY FARM NORTH 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF RIGHT-OF-WAY LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT SUBDIVISION NO. 2 FINAL PLAT. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. O FOUND 1/2 INCH REBAR 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE NO-CHARGE RIGHT-OF-WAY PERMIT. Oo FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 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 "IDAHO RULES FOR PUBLIC 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE 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 REFERRED TO IN THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR ACHD POLICY MANUAL. ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTE NO. 1. AT THE CONTRACTOR'S EXPENSE. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 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 STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. CALCULATED POINT o DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, z BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL 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. WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A 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 TRAVEL LANE. 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 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS s s s SEWER LINE THE REQUIREMENTS OF THE 404 PERMIT. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE CRITICAL FACTOR. w 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 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF 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 BEFORE CONSTRUCTION BEGINS. (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 -SD-SD- STORMDRAIN LINE ROUGH GRADING PLAN. PI 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. TRAFFIC CONTROL NOTES PRESSURE IRRIGATION LINE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY SEWER MANHOLE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS FROM ALL BUILDINGS. 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL N 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 DEVICES" FOR STREETS AND HIGHWAYS. x WATER VALVE O 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE PUBLIC WORKS INSPECTOR CONSTRUCTION. 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ® WATER METER SEWER APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST ITEMS. z FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF FIRE HYDRANT 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA R . z REQUEST OF THE AGENCY AND/OR THE ENGINEER 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. w w� SINGLE WATER SERVICE O 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER GRADING NOTES THE EDGE OF THE TRAVEL WAY. w w DOUBLE WATER SERVICE MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. � DRAINAGE ARROWS THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC _ 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. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE Q 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 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 FOR PUBLIC SAFETY. m O LJ..I 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. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE = 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 RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO 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. ANY CONSTRUCTION. Q 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO w w WATER LINE _ C C 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. ~ - 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 G c c GAS LINE >_ ROADWAY PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER O z Z GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES -OP-OP- OVERHEAD POWER LINE z O 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY SITE. 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 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO -GI-GI GRAVITY IRRIGATION LINE 0 alf VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). _ 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. SEWER MANHOLE PIPE ZONE. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLANS. WATER VALVE Q I"I"I PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS x 5 PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES WATER METER 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® V) 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC Lu BEING CONSTRUCTED. RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. FIRE HYDRANT O CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE 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 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE POWER POLE THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL ENGINEERING REPORT. LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION z QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. FROM DEQ PRIOR TO ANY DEWATERING. m POWER BOX z DEMOLITION NOTES 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE EP Ep- DRAINAGE EDGE OF PAVEMENT Lu 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER U 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". EG EG PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION CONSTRUCTION. EDGE OF GRAVEL OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND J REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS J M BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC - N 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. 1 DURING DEMOLITION AND REMOVAL OPERATIONS. 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 2645 - EXISTING GRADE CONTOUR o MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE z z 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF O FINAL ACCEPTANCE. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR U o REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC 9 COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. w REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL w EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE -' PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 0 a 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45• PROVIDED THE PIPE CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. z a 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. O APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. N V UTILITY NOTES 12 CONTRACTOT O SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO O lcm a 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LL IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G g A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 9233 WEST STATE STREET REGION (334-2190). BOISE,IDAHO 83714 O o z 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639-6939 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. M 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: LCK ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: LCK/SRM QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC 3 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: MAY 2020 z OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 20-031 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION o OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH 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. LJJ O �' Ili d SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. F�SS\otAAL \ cENS 0 60 120 180 6860 Plan Scale: 1" = 60' ® �I KEYNOTES n 517120 o � \ I I I I I c W 1. SAWCUT PAVEMENT2PATCHMUM PERIITO SPWCXISTING SD-303AANDEACH AND 0 D �.y�� . NS�v x \I� a \ / /\ + I \ 1 \ I I \I � � � REQUIREMENTS. N C K \HILL'S CENTURY FARM NORTH I I I\ I I II I 2. RETAIN AND PROTECT SEWER MAIN. REMOVE EXISTING �x x x x� \ \ SUBDIVISION NO. 1 I / I CLEANOUT AND CONNECT PROPOSED SEWER PIPE PER /� \ \ \ m SEWER IMPROVEMENT PLANS. —2688— : 3. RETAIN AND PROTECT SEWER MAIN AND SERVICES. � I s CONNECT PROPOSED PIPE TO EXISTING MANHOLE 5 " oP I I I I I I L 1 BLOCKOUT PER SEWER IMPROVEMENT PLANS. I _ / 5 I I 6 1 5 4. RETAIN AND PROTECT WATER MAIN. CONNECT TO EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. If I �6o I I I 5 4 Lu i✓ �p I \ I I I \ \ I I I 5. RETAIN AND PROTECT PRESSURE IRRIGATION SYSTEM. o I 6. REMOVE EXISTING HEADWALL PER ACHD REQUIREMENTS. 20' CITY OF MERIDIAN\ \ 6 / I w \ I I I I WATER EASEMENT \ I I m 7. RETAIN AND PROTECT EXISTING JOINT TRENCH UTILITIES. Qz CID1 I w� I I 8. GRAVITY IRRIGATION PIPE TO BE ABANDONED PER ACHD REQUIREMENTS. 02 POWER TO BE RELOCATED. CONTRACTOR SHALL MAINTAIN I I I \ I \ / w 4 SERVICE TO EXISTING PROPERTY OWNER DURING 3 \ 10 1 I I II IIIII I I _ _ CONSTRUCTION. N �EG EG EG G E G EG G 10. CONTRACTOR S HALL M AINTAIN ACCESS DURI NG O s"s s CONSTRUCTION AND COORDINATE REMOVAL OF EXISTINGE�G 0 s"ss s N(o G EG— — —EG EG EG EG EG EG EG GRAVEL DRIVEWAY WITH PROPERTY OWNER.E EG N�n Lu_ _ — — — 10 Lu 3 11. RETAIN AND PROTECT EXISTING FENCE. N S 12. REMOVE TEMPORARY ASPHALT PATH CONNECTING TO EAGLE ROAD. 13. REMOVE 8" BLOWOFF AND EXISTING 8" PIPE. CONNECT 1 / PROPOSED PIPE TO EXISTING 12" MAIN PER WATER s IMPROVEMENT PLANS. I 7 PROJECT BOUNDARY LEGEND EG s" G - - — 00 � o 10 ti� / / / I DITCH REMOVAL z 00 ti I s , ' \ /I WI I00 13 0-0 r14 EG E EG EG 12' 12"S - -12"S EG EG E G— z QN3 00 Lu N w z / I 0 Co ° z Lu l / / I m I c/n - - Co o 2690— — D o 2 ul) = w Q 0 o o un 1 / I IIW o z GS � - � ° w � L � o C z u I I IIW z w z I I I II u N \ I V l ZPROJECT BOUNDARY I / J x o I \ / � I I r = Lu wII0 o � �� 0 � II o / N N N 03 O O I I I U I 8I - �, ► $ — 10 10 LL E N G I N E E R I N G o f J3 T �3 -�J3— 03 •�93 D3 —�3 — J3 J _� / / \ c� 9233 WEST STATE STREET z 9 —� 3 �� 93 J3 �3 3 \ BOISE,IDAH083714 6 \. / 2 PHONE(208)639-6939„ I EG— �� 11 EG EG oe EG EG EG 11 i 4 i 3 kmengllp.com Z1d d d d d —d d— d _�T d d d — d EG TAG E EG EG EG EG— _ d d \F- 2685 _�— s�d d d d d d 4�'LG_d — EG EG 1 1_ __ DESIGN BY: LCK d d d _ d J 12 5 r � 4 PI 4 PI 4 PI 4"PI DRAWN BY: LCK/SRM '=00= z N g /I� I > / J CHECKED BY: LCK Q / „1 \ HILL'S CENTURY FARM I I II II I 11I1II II I I DATE: MAY 2020 HILL'S CENTURY FARM zo � Z SUBDIVISION NO. 2SUSIVISION NO. 1 PROJECT: 20-031 SHEET NO. C1.2 Lu i I I I SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD �Sg\ANAL fNc/ NOTES. F \CENSFD y 0 60 120 180 B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET 6860 Plan/Profile Scale: 1 — 60 J+ 517120 0 SECTIONS. Q D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. ,5, OF NC. K E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 — C4.3 FOR STORM WATER PLANS. LU a 0 5 op 0 m TOP D b X o I x TOE l EG X X 11 EG EG EG—J A�V �- o 0 40 m v ! 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 �i i N a �„ o s z o 0 o I ui c/') do ' Q W LU U 42 —L A I 77 0 ci 16 Ul) 1. d W. DALRYMPLE LN. > 18"SD SD 15"SD 15"SD 15"SD QC2 .8 2 .9 6 O vi C top LLB O a r7l o ' O O O O O O O O O O O O O O 15 z 44 ° ° 85 86 87 88 89 90 91 92 93 94 95 96 97 98 A ao 63 . ^ ° 83 w o ° 11 12 13 14 g 45 64 82T- 11 1 1 ° s ° .°°C2 . 11 C2 . 12 ga`o o 0 � ° d so --------------- 10 '' N 102 103 104 105 106 107 114 115 116 117 118 Nd _ ca Q g E. HILL PARK LN. O � O O C2 . 10 ° C z Ln cv U cv - o z 0 41 67 73 79 113 O12"Sp o un ® ' — 36"G� `r' Q iU N > J 48 68 78 BLOCK 1 108 U a zC wf o J . s • 149 ' d CIO 0 1 cv D z 119 120 121 122 123 U u = L.I..I O J 0 Q 69 77 z 109 Q z Q J = c Q C Lu Q LU49 a vi Q 101 10 148 cif ��N/ w p or— \ > 0 4, 0 z o � a Z 110 ." ° ° ° ° z Q DC Q 70 ° 76 C2 .9 ° < Un °1 d s 147 _ C > W 71 75 111 CA 0 rn a �i ci w cmi 4 125 126 127 128 129 N L.L Q 51 sp 112 � 146 O W T Q 52 � 7 C2 . 5 145 z o $ W. MACUMBO LN. o LU 0 0 0 U a 53 x aap144 J X O N N d 0 o o I 54 ° 60 z z o 132 133 134 135 136 137 138 139 140 141 142 143 0 � m C ` U w 55 56 W rn ci (� U o rno � ° ° ° a z0 CZ • W. ROCKHAMPTON ST. Lg W. ROCKHAMPTON CT. �• o C2 .4 5 U a H O a ° o o ENGINEERING LL O v i W. ROCKHAMPTON ST. c,+ 9233 WEST STATE STREET 3 I C2 . 1 N > ci BOISE,( 0 j 6 83714 9-693 0 N PHONE 208 639 6939 z kmengllp.com o I o O 6 3 Z O DESIGN BY LCK O O O Q 1 O O O O O } rn DRAWN BY: LCK/SRM / ^'V CHECKED BY: LCK N I ° � Q l ci Li ( BLOCK 3 U Q vi BLOCK 2 DATE: MAY 2020 z Z I d �„ d PROJECT: 20-031 36"GI _ d d d d d d d d oP d d d d d d d d d d d d d d d d d d d d d� a�Pi aPi� i a �i a �—a i aPi 4PI�-4PI a i� a �a �a i a� i 4 II �6 PI 6 4 PI 4 PI—�4 PI 4 PIF4 4 PI SHEET NO. Z J 0 0 0 a m -0 I� C2.0 LU o d w ° ° MATCH LINE - SEE SHEET C2.2 SHEET LEGEND ° 0 54 84.43 PRC S\pNAL E ° n, +57.06, 29.791 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �,\pENSF�C�'y a w 60 +46.88, 6.00'L /y40•SO 4 3 3 132 STA., OFFSET SIDE w +57. PRC 0 1.50% FINISHED GRADE SLOPE Q 0 ° 84.84 4 +57.61, 28.89'R s 51 1 0 0 +36.88, 6.001 2 85.05 CL �x � v 84.29 PRC +52.88, 0.00' lF OF \OP +26.70, 29.79'L 84.89 GRADE BREAK ti�� t C. / R29.50' +46.88, 6.00'R w J 84.94 CL R40.50, I - ---- ---- - SAWCUT LINE Q I 55 BLOCK 1 +30.88, 0.00' 84.84 w ) +36.88, 6.00'R 84.27 PCC ° u1i ° 57 58 59 +58.1 1, 434.75'R 84.29 PRC 0 0 +29.38, 30.20'R ao 56 84.26 CL/INT a o / A] CIVIL ACRONYMS +91.24, 0.00' 1 14%R20.00' 83.80 LIP i +12.22, 33.24'R SEE ROADWAY PLAN ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 84.51 CL ° SHEET C2.3 FOLLOWS: m 0 +54: , 3 83.90 POC w v � \ � STA. - ROADWAY STATION FROM CENTERLINE � "' +54.75, 36.29'L +30.12, 27.001 r'rp CL - ROADWAY CENTERLINE o s PC - POINT OF CURVATURE 8+54.71, 28.23'L 84.35 ��'1° �� \ \ g PT - POINT OF TANGENCY +30.12, 6.00'L o.� o ELE. - ELEVATION 84.05 PT oo. 0.40% W. ROCKHAMPTON ST. L - STATION OFFSET LEFT ° +65.69, 27.00'L SEE DETAIL SHEET C2.17 4 - - R - STATION OFFSET RIGHT 0 84.13 CL/GB '� p��° TBC - TOP BACK OF CURB 83.53 POC u� 3 �s RIM - RIM OF STRUCTURE +65.69, 0.00' s a +50.00, 27.00'L o. LIP - LIP OF GUTTER SEE ROADWAY PLAN 84.59 CL A 83.70 83.18 PC/GB R6.00' ° d MA - MATCH EXISTING SHEET C2.15 5 +76.31, 0.00' +50.00, 27.00'L +73.35, 27.00'L 83.98 POC 2 SW - SIDEWALK o 6 84.43 +50.00, 6.00'L ° 84.15 83.63 PC/GB U, EP - EDGE OF PAVEMENT N +82.31, 6.00'L +50.00, 6.00'L +73.35, 6.00'L 83.78 LIP FL - FLOW LINE z 1 0 ° ° a° 4 a a / +70.19, 29.93'R wM TOC - TOP OF CONCRETE rn o ° ° HP - HIGH POINT cn o� ^ 3 a 84.02 PRC CURB CURVE RETURN >PRC - POINT��O I N / 83.90 POC +56.13, 27.00'R - �•�89, 3 o i a +30.12, 27.00'R INT INTERSECTION o PRC - POINT OF REVERSE CURVE o t 2 0 42� W. ROCKHAMPTON ST. py° 0.46% 4° +30.100 SHEET NOTES 7 +30.12, 6.00'R o 10 00 2.00% 9 N A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 8 + - �- - 4- - ---�- - - NOTES. 85., MA 0.0 1 \ ?S FR6(3p o ° O B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. 9 00 oq '0 0 0 2 1 a0% N 3 83.94 POC f Xo O3 SEC TIONS. E SHEET C2.17 FOR TYPICAL ROADWAY STREET 00. o < P D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. 0 m�% 83.53 POC /N 00 A° 06 a ° ° 4 a a a° Top \ +50.00, 27.00'R �� o E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO m I AD* 5 84.43 84.15 83.63 PC/GB o 0 1 �� TOLERANCES WILL BE ALLOWED. v +82.31, 6.00'R +50.00, 6.00'R / \ I a 1 84.05 PT o +73.35, 6.00'R I \\C � toE O F. ALL STATION AND OFFSET LABELING RELATED TO EACH �� +66.31, 27.00'R $5000, 27.00'R oI 83.18 PC/GB 118E TOE SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 84.02 LIP 83.78 FL A i +73.35, 27.00'R BLOCK 3 ALIGNMENT. +45.99, 32.28'R_ +54.71, 28.48'R d d- -d d d-_j I G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. - i - o-d d d- d d d d d d d d d d d d d- 84.45 TOC o +54.75, 36.61'R �roi ® 4"PI ¢"PI 4"PI 4"PI 4"PI 4"PI-N KEYNOTES 4"PI 4"Py 4"PI 4"PI 4"PI 4"PI 4"PI 4"Fjl 4"PI 4"PI 4"PIF-4"PI 4"PI 4"PI T 4"PI 4" I 4"PI N 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-303 AND ACHD O REQUIREMENTS. z 2. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC z STANDARD DRAWING SD-701A. p c./) 3. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD - z J SUPPLEMENTAL STANDARD DRAWING SD-701. (/� ILL 4.4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER > J O W. R O C K H A M PTO N ST. PLAN AND PROFILE ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. Q 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC CIO Q 0 30 60 90 0 3 6 9 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES D O Z Z Plan/Profile Scale: 1" =30' Profile Vertical Scale: 1" = 3' PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE = W Q (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q z AND SHALL BE COLORED 'TRAFFIC YELLOW. Q W QQ 6. INSTALL "STOP" R1-1 SIGN PER MUTCD. 7. 4-INCH WIDE SOLID DOUBLE YELLOW LINES PER ACHD O z O 2697 2697 STANDARD DRAWING TS-1112, STRIPING DETAIL #7. z Q Z 8. INSTALL R4-7R DIRECTION SIGN. 2i C C 0 9. 24-INCH WIDE SOLID WHITE STOP BAR PER ACHD - STANDARD DRAWING TS-1112, STRIPING DETAIL #19. Q W LL2E a = 2694 2694 U 00 + Q O CO OV z � � II w 2691 N N 2691LO U Y 00 N (� d W N H M H N 0' V) a N ' J ry in Y00 ~zX � D NC14 rvi > N Cl) wJ m Y 00 w W N �2688 II - -�' 2688 a Qw m H � Z E 0w o II zw O Q� w a FINI HED GROUND AT ISLA D. REFER TO U 2685 PLAN FOR ELEVATIONS. 268rJ o � DC o ° 0 ° ° V 1 EXISTING GROUND 2682 �/ 2682 u DC O 0 LL o E N G I N E E R I N G EXISTING GROUND CENTERLINE 9233 WEST STATE STREET 2679 N FINISH GROUND CENTERLINE 2679 BOISE,IDAHO83714 O 'a PHONE(208)639-6939 o kmengllp.com z 00 LO N LO o0 00 N 00 CA 00 0) 0) O O 0) O N N It 00N M LO O O O t0It 00 r O M O Cn c0 00 rn N O M ti raj raj > N N N N N N cV raj raj raj rj rj M rrj rj raj DESIGN BY: LCK 0 00 00 00 000 Co 00 00 00 00 00 00 000 00CoCo00 00 Co 00 Co CO00 00 00 00 00 Co 00 Co0 Co CO00 Co 00 Co d t0 c0 t0 c0 O c0 t0 c0 t0 O t0 t0 O t0 O O O t0 O O t0 t0 t0 c0 t0 O O t0 O O t0 O O O O t0 t0 O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWN BY: LCK/SRM �/ g CHECKED BY: LCK Q a 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 DATE: MAY 2020 z PROJECT: 20-031 c- 0 SHEET NO. c 0 Lu 0 V m • 1 0 o i d SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-D STA., OFFSET SIDE ROADWAY PLAN SEE ROADWAY PLAN 1 6860 SEE SHEET SHEET C2.8 FINISHED GRADE SLOPE < J,� 517120 Z, � II 84.55 PCC I GRADE BREAK ,5,� � N OF z � C. K +73.07, 27.001 w o 85.06 74 BLOCK 1 a - ---- ---- - SAWCUT LINE +83.53, 5.941 84.62 PT/GB ° 84 >_ 75 76 77 78+23.54, 447.95'R R 7 0 81 82 8 1 . Q85.03 +66494722.111 TAIL SHEET C2.17 +25.05, 19.72L C CIVIL ACRONYMS 8 .4+97.65, 6.00L TOC c 81.84 TOC CO �. DC84.58 TOC +75.47, 25.71'L +16.28, 24.06'L 0 38 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 81.26 FL+12.29, 36.57'L 83.89 FL o j FOLLOWS: of 84.00 FL +75.41, 17.28'L I +16.32, 15.95'L y +12.33, 28.45� 84.30 PT 83.90 83.56 83.22 82.66 _j 0 82.23 81.68 PC/GB STA. - ROADWAY STATION FROM CENTERLINE Lu 3 ° +89.80, 14.50'L +53.05, 14.50'L +07.05, 14.50'L +60.05, 14.50'L +50.00, 14.50'L o 00 +17.30, 14.50'L +04.80, 14.50'L o CL - ROADWAY CENTERLINE o T b`�� Un 00 82.06 CL INT PC - POINT OF CURVATURE -L o ° 3�. � ° 4 84.13 CL 83.73 CL 83.39 CL 83.06 CL 82.49 CL � N / 81.51 CL/GB � PT - POINT OF TANGENCY O �� +89.80, 0.00' +53.05, 0.00' +07.05, 0.00' +60.05, 0.00' +50.00, 0.00' +17.30, 0.00' +04.80, 0.00' 4 R30` 11)0 0 ° ° ELE. - ELEVATION r o 3 ° �° ° ° 3 3 ° �o� L - STATION OFFSET LEFT 7 2 o 0 p co R - STATION OFFSET RIGHT r►'I' TBC - TOP BACK OF CURB oNT o f 4 0 �s9 / RIM - RIM OF STRUCTURE 52 0 8+49 30,73 L0I00' 0'46% 0 2 S. TINDARIS LN. O 2 2 O 0.63% 0• 37 LIP - LIP OF GUTTER ��_ 0 0.51% - 0.63% 0 17+00 - 18+00 - - 19+ - 0.63% - 20+00 - - - 21+ 0.50%, MA - MATCH EXISTING �� ::1:SD 12SSD 15"SD- � i EE - - r SW - SIDEWALK `A ev 1 1 EP - EDGE OF PAVEMENT N rn ��v o P 7 fir`. �i�. 1 1 ��° "� Z ITS' \ S • p% �� . 0 2 2 1 0 0 FL - FLOW LINE p.4 N N Sgq TOC - TOP OF CONCRETE O T2 �o HP - HIGH POINT N_ �i �° 1 1 1 1 O5 0 j o CR - CURB RETURN > tj n1 4 3 p p 3 p r, POC - POINT ON CURVE L ~ 0 ° ° I INT - INTERSECTION y o �� I o 4 83.24 PT 82.66 82.36 q 82.10 O 4 ° R3 i PRC - POINT OF REVERSE CURVE 3 ° 6 a ° ° ° ° +60.05, 14.50'R +50.00, 14.50'R +97.30, 14.50'R +37.30, 14.50'R 85 � s I P 84.60 84.25 83.91 83.63 81.86 FL ° 81.68 FL 36 SHEET NOTES N 84.01 FL ° +03.05, 31.50'R +57.05, 31.50'R +11.05, 31.50'R +57.05, 31.50'R +03.30, 14.00'R ° +31.30, 14.00'R o 82.46 SW 81.68 PC GB A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD E►1� N +12.33, 28.45'R 84.25 PC 83.92 83.58 82.28 SW / 84.58 TOC R +03.30, 22.50'R +04.80, 14.507 NOTES. +00.05, 14.50'R +53.05, 14.50'R +07.05, 14.50'R I +31.30, 22.50'R 84.30 PT 84.31 83.97 81.27 FL +12.29, 36.57'R 102 86 6.59, 16.06'R B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. 85.12 CL '�'� +89.80, 14.50'R +49.05, 31.50'R +03.05, 31.50'R +03.65, 0.00' 83.89 FL 81.86 TOC o C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET �85.63 +75.41, 17.28'R +16.28, 24.06'R SECTIONS. 0 +97.67, 6.00'R 84.47 TOC 81.39 LIP z d D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. 132 "' +25.05, 19.72'R 84.62 PT/GB I,,;+75.47, 25.71'R +23.24, 501.95'R 84.00 LIP ° 35 E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 85.06 +66.94, 22.1 VR 01 SEE ROADWAY PLAN SHEET C2.11 TOLERANCES WILL BE ALLOWED. +83.80, 6.05'R Z I 84.42 I H ICL/INT/GB 03 87 o I F. ALL STATION AND OFFSET LABELING RELATED TO EACH 85.16 CL ca +45.30, 0.00' L\ SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +77.67, 0.00' °"'- ALIGNMENT. 84.52 PCC - +66.18, 27.00'R Q I ° o G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. I I KEYNOTES # (V r. 0. 1. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC STANDARD DRAWING SD-701A. o 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-701. z S. TINDARIS L N . PLAN AND PROFILE 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER o (/) 0 30 60 90 0 3 6 9 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC - Q LLJ Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES > J PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES - SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE C) (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) m q 2694 2694 AND SHALL BE COLORED 'TRAFFIC YELLOW. o z 5. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD 00 0 SUPPLEMENTAL STANDARD DRAWING SD-710. = Q z 00 'n 6. INSTALL 6.5' ATTACHED CONCRETE SIDEWALK PER ACHD 2 w a 0 + SUPPLEMENTAL STANDARD DRAWING SD-709. / z 2691 II II 2691 7. INSTALL 4' WIDE VALLEY GUTTER PER ACHD o z o SUPPLEMENTAL STANDARD DRAWING SD-708. z _Q ^�^ Y (/7 000 PO L 0 J W 04 0z 00 + 0 G Cn m N + + DC OC N II II N N W Q Q 2688 Q w o II II 2688 LL 2 Q in 0 zw z 0000 � ,n V) z FINISHED GROUND O N z 00 ~AT ISLAND. REFER TO Y 00 o N PLAN FOR ELEVATIONS. II ui (NUN LLJ � > m U) II 7 0 __j2685 Z w II w _1 2685 Lw DC -0.5 % FINISHED GROUND 0 w U a -0 63% J N J " 2682 EXISTING GROUND 2682 2 ° 0 a z E o 9 2679 STORM RAIN SYSTEM 2679 U w w v D o DC o o un a z 2676 2676 Ll Ll U DC Q EXISTING GROUND CENTERLINE 1(m 0 LL 2673 FFINISH GROUND CENTERLINE 2673 E N G I N E E R I N G 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 0 'ao M N o u�l c0 r- 00 0) O Noo 1 o_7o ao a_o r7 No_0 PHONE(208)639-6 939 O 00 (0 M N O? QO (.0L O � N 00 c0 O c•4 to L6 M 4 4 to 4 to 'i 'i N N j N N N kmengllp.com 04 00 °D °D °D 00 00°D °Do 00 00 00 00 °D 00 00 00 00 00 00 00 00 00 00 00 ao ao 00 (.0 00 ao ao ao 00 ao 00 00 ao 00 (.0 C c0 c0 c0 N co to c0 to (0 c0 (0 co (0 to co N to N Cq c0 W CO CO c0N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N z1 N DESIGN BY: LCK DRAWN BY: LCK/SRM z 15+60 15+90 16+20 16+50 16+80 17+10 17+40 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 21+90 CHECKED BY: LCK Q DATE: MAY 2020 z h PROJECT: 20-031 c 0 SHEET NO. c 0 0 V m 0 0 i d SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �\CENSE-40 STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 III ,n 517120 �o SEE ROADWAY PLAN GRADE BREAK 9TF OF 60 SHEET C2.1 I BLOCK 1 ti�� C. K\NS - ---- ---- - SAWCUT LINE ° 132 133 134 135 136 137 138 139 140 83.80 LIP +73.43, 24.301 CIVIL ACRONYMS 84.28 TOC +84.09, 27.981 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 84.26 CL/INT 83.67 FL FOLLOWS: 19+40.50, 0.00' +83.04, .94'L SEE DETAIL SHEET C2.17 �p o 84. P STA. - ROADWAY STATION FROM CENTERLINE w a CL - ROADWAY CENTERLINE o +02.23, 16.501 PC - POINT OF CURVATURE o 83.78 POC/GB PT - POINT OF TANGENCY 84.18 PT _ ° +07.73, 16.50'L 85.20'L 85.43 ALE - STATION OFFSET LEFT 114% R30' ° +53.42, 16.50'L ELEVATION 86.00 (V 0 4 83.86 CL/POC/GB +50.00, 16.50'L +07.751 16.50'L 84.26 CL/PT +50.00, 16.50'L U R - STATION OFFSET RIGHT CO* ° +07.73, 0.01'L 84.60 GB 85.28 CL 85.51 CL/INT 86.08 CL TBC - TOP BACK OF CURB +53.42, 0.00' +00.00, 16.50'L +50.00, 0.00' p,� +07.82, 0.00' RIM - RIM OF STRUCTURE +50.00, 0.00' 2 ° ° ° ° w LIP - LIP OF GUTTER Q� N 060 W MA - MATCH EXISTING 3`S s 9 SW - SIDEWALK 11.E ° = EP - EDGE OF PAVEMENT N 00� ��\ 4 00 o g o 1 W. ROCKHAMPTON ST. D4 o W. ROCKHAMPTON CT. FL _ FLOW LINE z0 f TOC TOP OF CONCRETE°° o_ 0.40q 0.89% 0.40% 13+00 14+00 �x 0.40% 1 01 W N �° 3 �_ - �i 12+00 - - �i 15+00 w HP - HIGH POINT _ o 0 - - - ~� - _ CR - CURB RETURN > Lu Lu �C, 4�' Os 00 o I (0 POC - POINT ON CURVE L ~ ° 1L Ci 1 S S 1 0 I INT - INTERSECTION ° N LJ..I PRC - POINT OF REVERSE CURVE _z SHEET NOTES ° 2 °o ° a a R20 / 83.78 POC GB ° 2 ° J A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD / 84.18 PT 84.68 CL/GB c� 85.20 NOTES. ° +07.73, 16.50'R +53.42, 16.50'R +00.00, 0.00' °�° +50.00, 16.50'R 85.57 PT 86.00 / o +44.47, 16.50'R +50.00, 16.50'R U B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. 83.87 POC � 84.60 GB o �j 85.28 PC +92 64, 16.50'R +00.00, 16.50'R j o +71.47, 16.50'R '84.10 PRC Q C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET / J ~ N N +88.02, 16.50'R v ° > ,C SECTIONS. o o �83.66 FL o ap c D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z +79.78, 17.27'R M z 84.26 TOC i E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +79.94, 25.44'R Q SEE ROADWAY PLAN TOLERANCES WILL BE ALLOWED. ° PP w au 83.78 LIP ° ° SHEET C2.4 0 0 +68.82, 24.17'R O vi F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD (D O4 O O O O O ALIGNMENT. f M BLOCK 3 I BLOCK 2 G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. ° KEYNOTES ® (V 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. O 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O Ln GUTTER TO 3" ROLLED CURB AND GUTTER. - z J U) L D PROFILE DR 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC - Q U- W. R O C K H A M PTO N ST. P LAN AND P R O F I STANDARD DRAWING SD-71 WITH TRUNCATED DOMES J O PER ACHD SUPPLEMENTAL DRAWING SD 712. DOMES 0 30 60 90 0 3 6 9 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE C 4) m (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) m Z Z AND SHALL BE COLORED 'TRAFFIC YELLOW'. O Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 5. INSTALL 4' WIDE VALLEY GUTTER PER ACHD = uj Q SUPPLEMENTAL STANDARD DRAWING SD-708. = Q Z z w Q oC > 2697 2697 z Q `n � o � o Q w 2694 2694 LL 2E Q 00 00 0 U O o + Q DC + N II 7 O � L Q oc 2691 + 'I N w 2691 ( , L 00 HN NCO N Q Y0000 0 vl X FN LLI LD Q m � J N w II LJ w II Z 2688 > m Q w 2688 = O Z J 0 0 W - w z a Of W _O FINISHED GROUN 0 0.40% 2685 0.40% 2685 U 0.89% - - - -0.60 E ISTING GROUND o o a z 2682 2682 O U z O G o EXISTING GROUND CENTERLINE ENGINEERING LL 2679 N FINISH GROUND CENTERLINE 2679 9233 WEST STATE STREET o BOISE,IDAHO 83714 O 3 � o N 00 00 o N � m 00 o N ' 0 00 o N PHONE(208)639 6939 z a `� 00 t° N 0 0. 00 rn o N c0 r� 00 4 f 0 0 a0 N rn � o � N 0 r� r� 00 0 kmengllp.com o �`� 6 M 4 `� M M M 4 4 I Sri 't � Sri 'n Sri 'n Sri 'n Sri `n Sri L co V co 00 00 00 00 00 00 00 00 00 co 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 CO ti co to co co (D co co co Co co co W co co co co co co co DESIGN BY: LCK N Cfl N CO N 04 N 04 N C4 N Cj N C4 N C4 N C4 N Cq N N C4 N C4 N C4 N � N Cfl N C4 N N N o N N N N N N N N N N N N N N N N N N N DRAWN BY: LCK/SRM g CHECKED BY: LCK Q a 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 DATE: MAY 2020 z h PROJECT: 20-031 c Z 0 SHEET NO. c 0 Lu V m 0 0 i d SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �\CENSE-D BLOCK 1 SEE ROADWAY PLAN STA., OFFSET SIDE O 143 SHEET C2.3 1� FINISHED GRADE SLOPE 6860 0142 n 517120 p �9rF OF \vj N GRADE BREAK BLOCK 3 85.42 TOC ° z N C. KEN O +73.10, 23.431E SAWCUT LINE a - ---- ---- - 86.96 POC _� O 85.12 FL : SEE DETAIL SHEET C2.17 +79.99, 48.701E SEE DETAIL SHEET C2.17 +73.16, 17.971E Y a 85.45 PC u p 87.54 CL/GB 2 +63.65, 16.501E O B +s3.53, o.00' a B 36 CIVIL ACRONYMS (� 86.77 PRC a ��y a 87.28 POC/GB a +63.65,50.0' �' ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS N +42.13, 25.891E �os +32.36, 0.00' 85.69 GB FOLLOWS: U' 86.40 p� +50.00, 16.501E u, +50.00, 16.501E p STA. - ROADWAY STATION FROM CENTERLINE � 86.48 CL 86.64 PC •00, 00% 86.4t MA 0 85.77 CL/GB CL - ROADWAY CENTERLINE o L~ +50.00, 0.00' +11.26, 16.501E 1gk�pi R48•g3 +50.07, 16.501E A a +50.00, 0.00' 4 PC - POINT OF CURVATURE LLJ a a a BLOCK 1 PT - POINT OF TANGENCY 3 a o 3 ° ELE. - ELEVATION L - STATION OFFSET LEFT Ln R - STATION OFFSET RIGHT ° 37 TBC - TOP BACK OF CURB o a RIM - RIM OF STRUCTURE w W. ROCKHAMPTON CT. 2 1 I 2 S. WAYLAND AVE. o L.I..I 16+00 0.40% f 17+00 1�� oo `b 0.75% 11+00 82400 LIP - LIP OF GUTTER L0 - 1 - N o s a - - N 1.75% MA - MATCH EXISTING o o 1 SW - SIDEWALK Ln w 2 N 86.5± MA ra +50.00, 0.00 2 1 pd FL - FLOW NE E - EDGE OFAVEMENT z Z 2 1 g1 s 00.00, 0.100' O_ TOC - TOP OF CONCRETE "" HP - HIGH POINT cn J CR - CURB RETURN > ° 3 87.00 POC 3 p ° r POC - POINT ON CURVE ~ +87.07, 48.70'R I ° INT - INTERSECTION U 86.40 A 85.69 GB 3g m � 86.72 CL/PC/GB 86.78 PC 86.4t MA � � 4 PRC - POINT OF REVERSE CURVE o +50.00, 16.50'R j 0 +11.26, 0.00' +38.44, 25.92'R a O1 +50.00, 16.50'R +49.93, 16.50'R m 0 0 I 1 �j 85.63 PC ° SHEET NOTES O 86.82 PRC O I o +63.35, 16.50'R 1 +46.26, 31.56'R I J A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 85.32 FL p U U U NOTES. Lq 6 a B +73.02, 18.04'R ° o � � 0 85.62 TOC B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. tO � +72.91, 23.51'R u z C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET � SECTIONS. O a O O 7 39 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z ° O (D E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO BLOCK 2 a UO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. a G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. KEYNOTES ® (V 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-303 AND ACHD o REQUIREMENTS. z 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD W. R O C K H A M PTO N CT. PLAN AND PROFILE S. WAYLAND AVE . PLAN AND PROFILE SUPPLEMENTAL STANDARD DRAWING SD-702. O W 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z J 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. (� _ W Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 4. INSTALL PEDESTRIAN RAMP TYPE "H2" PER ISPWC > J 0 J STANDARD DRAWING SD-712H, WITH TRUNCATED DOMES - W O LL PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE m Q (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) D O AND SHALL BE COLORED 'TRAFFIC YELLOW. = w Q Q = o Z> Qa _ w _ z a pz 0 z Q aC W 2697 2697 Q c�c p Q 2697 2697 Q w Z 2694 4 00 II 2694 0 v Q at 11 0 Q o 11 Lq Q co N o 2694 + q g 2694 Q oC WN Y00 �n + �? o z o 00 co w N II + 0000 + w LL N w II m QN 11 + N r , 2691 w 11 2691 V) � 11 v Q N o LL CAW Q Y00 � N II cm Q � vl H M w Ow 2691 � N Yn Q ( � N �' � 2691 6kJ 1-4 J N w II N 0_ Y0�0 O ( - Q m m UN 2 � _j w 11 o m U II Z 2688 2688 " w Q w 0 11 w z 0 FOf J U w W W C� W � � Zw O E 1.14% -1.00% - oFINIS ED GROUND 0,40% 2688 �"'' 2688 o w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FINIS ED GROUND U 2685 - - - - 2685 _ _ -0.75% EXISTING GROUND - U \ -1.7 % 0 2685 _ - - - 2685 - - z EXISTING GROUND Q 2682 2682 U EXISTING GROUND CENTERLINE 2682 FINISH GROUND CENTERLINE 2682 0 if ILL E N G I N E E R I N G oG GROUND CENTERLINE EXISTIN M LO 9233 WEST STATE STREET N �, o o o o FINISH GROUND CENTERLINE �° Lq N o (° (6 � � L6 -) L6 -) L6 BOISE,IDAHO837142679 2679 0 a m m m � m m m (0 ( P 00 N N N N N N N N N N N zN N N kmengllp.com 0 N L,) 't cD c0 r- 00 00 O rn N O L0 O rn 00 00 1 M N cD � o r� r� o DESIGN BY: LCK O 00 00 00 co 00 (D LO c0 00 c Ln D 00 cD I 00 00 } d ao 00 00 00 00 00 00 00 00 00 CO (0 `O (0 `D (.0 (0 (0 `O (0 `D (0 CO (0 `O (0 N (0 N (0 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 DRAWN BY: LCK/SRM �^ N N N N N N N N N N N N N N N N N N g CHECKED BY: LCK Q a o DATE: MAY 2020 z h 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 PROJECT: 20-031 c- Z 0 SHEET NO. c 0 V m •T 0 o i d SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� \,\CENSE-D STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE J, o �9T5/7/20 Pa SEE ROADWAY PLAN v SEE ROADWAY PLAN I SHEET ROADWAY PLAN C� F OF SHEET C2.13 SEE ROADWAY 84.00 LIP° - GRADE BREAK ti�� S 84.00 LIP /V C. K\N ° +67.29, 21.641E +11.51, 21.641E -4 ° SHEET C2.14 84.45 TOC z 84.45 TOC 84.82 PT SEE DETAIL SHEET C2.17 +53.37, 22.731E ° N +25.43, 22.731E BLOCK 1 +04.15, 14.501E - ---- ---- - SAWCUT LINE 83.84 SW 83.87 FL oc 83.87 FL 85.19 85.37 SW 24 125 7 +43.40, 22.501E +53.40, 14.91E Q I +25.40, 14.91E +01.15, 31.50E +06.40 .7272.50E 24FL I p FL LINE 83. 84.31 PC (z 84.25 PC 84.76 84•97 ° (�) -4 ° CIVIL ACRONYMS +43.40, 14.001E PZ +44.15, 14.501E +93.15, 31.501E +47.15, 31.501E 12 D +06.40, 14.001E +44.90, 14.501E SEE SHEET C2. 83.66 84.01 SW "" 84.61 84.42 84.63 85.21 ° 85.48 SW +37.40, 14.501E +71.40, 22.501E 74 +47.15, 31.501E +97.15, 14.501E +51.15, 14.501E +00.40, 14.50'L +34.40, 22.501E ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 84.58 GB _;8.. -84.79 -iP`� - -85.01 85.01 1 N FOLLOWS: T 83.25 PT/GB ° 83.41 FL /1 84.88 FL U 82.67 PC O +69.90, 14.501E 4 +51.40, 31.50'L_ +01.15, 31.501E +55.15, 31.501E +50.00, 14.501E 82.88 PC +71.40, 14.001E +34.40, 14.001E STA. - ROADWAY STATION FROM CENTERLINELu -------- 82.72 CL PC +00.00, 14.501E 83.09 CL/PT/GB R 83.90 0 7 ° ° S ° 84.84 CL ° 85.37 GB ' CL - ROADWAY CENTERLINE o / p +69.90, 0.00' ° +77.40, 14.501E 5 1 6\1 cs 5 +50.00, 0.00' +40.40, 14.501E Lu PC - POINT OF CURVATURE +00.00, 0.00' \ R cS� 4 ° ° 4 ° ° ° �10 I A 4 ° ° 4 W ELE. - ELEVATION TANGENCY 82.75 PRC \s ° rn rn 1 1 8 1 6 �n Ln 1 6 = L - STATION OFFSET LEFT O +15.14, 14.50'R 38E O 1 0 38E ul)52 ° A `�69 �� p r ° R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB 83.00 PRC 0.00' 0 40% `�O�° 2R ~ o o RIM - RIM OF STRUCTURE 2 2 0. D4 � 0.409 ,A W. MACUMBO LN. � � 2 � 2 LJJ +31.28, 28.92'R 0.61% 1 1+00 f 12+00 0.61% 3+00 0.60% 0.40% <- 14+00 �' f 15+00 0.40% 16+00 0.50% f 17+00 L.I.J r r C14 LIP - LIP OF GUTTER - I- - I - - - - - - - - - - - - - MA - MATCH EXISTING 8 0 3 9 9 0 3 I o 1 3 1 SW - SIDEWALK 1 w EP - EDGE OF PAVEMENT z C� 17 N 0 �° z FL - FLOW LINE R44.50' ° �R9 °� _ TOC - TOP OF CONCRETE Q j� HP - HIGH POINT N_ ° 4 ° � 30' ° 4 ° ® ° 4 ° ° 4 ° J CR - CURB RETURN > Lu �� 5 - 84.80 85.12 CL INT 85.20 CL/GB = POC - POINT ON CURVE w ~ 83.35 POC o 0 83.38 PT 83.62 CL/INT ° 84.04 CL/GB 84.44 CL Ob�° p / INT - INTERSECTION 53 +44.29, 55.12'R ��ps o. +25.40, 14.50'R +57.40, 0.00' ° 5 +51.40, 0.00' +51.15, 0.00' m o +50.00, 14.50'R +20.40, 0.00' +40.40, 0.00' U PRC - POINT OF REVERSE CURVE 83.14 FL 3 ° 84.00 84.00 GB 84.40 0l 85.16 GB +46.83, 57.22'R 83.46 PRC +27.40, 14.50'R +51.40, 14.50'R +51.15, 14.50'R F- O +40.40, 14.50'R SHEET NOTES 83.58 SW ° °��° / p�°�° +97.21, 34.23'R 84.24 PC 84.24 PT I U J +46.87, 66.88'R s p�tK +32.40, 14.50'R +46.40, 14.50'R U , A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 6 +69. LIP ° 83.84 FL D 4 +69.90, 12.50'R �n ao NOTES. 83.84 FL +34.88, 15.95'R N B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. ° ° ° 82.78 LIP +43.92, 15.95'R 84.44 TOC ° +59.91, 16.49'R +34.92, 24.06'R 60 � i C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET ° 83.71 POC/GB 84.44 TOC ° \_8442 CL/INT/G 32 133 34 135 136 37 38 139 SECTIONS. o 83.65 POC +59.91, 65.14'R +43.88, 24.06'R +89.40, 0.00' D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. Iz +57.29, 64.86'R E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 83.33 FL TOLERANCES WILL BE ALLOWED. +54.87, 63.26'R 83.74 SW F. ALL STATION AND OFFSET LABELING RELATED TO EACH +54.30, 72.02'R SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. SEE ROADWAY PLAN SHEET C2.1 G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. KEYNOTES ® (V 1. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC STANDARD DRAWING SD-701A. O 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-701. z 3. INSTALL 3" ROLLER CURB AND GUTTER PER ACHD O UO SUPPLEMENTAL STANDARD DRAWING SD-702. - z un LLJ W. M A C U M B O L N . PLAN AND PROFILE 4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER - Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > J L� 0 30 60 90 0 3 6 9 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC M 0 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES m Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES O CL SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE = W 0 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) z AND SHALL BE COLORED 'TRAFFIC YELLOW. = Q :>: Q 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD - Lu z SUPPLEMENTAL STANDARD DRAWING SD-710. > J 7. INSTALL 6.5' ATTACHED CONCRETE SIDEWALK PER ACHD O z O a- SUPPLEMENTAL STANDARD DRAWING SD-709. z Q z � J 8. INSTALL 4' WIDE VALLEY GUTTER PER ACHD 0 C O SUPPLEMENTAL STANDARD DRAWING SD-708. _ m 9. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND Q Lu GUTTER TO 3" ROLLED CURB AND GUTTER. C 10. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK Q CONCRETE ON 4" THICK -3/4" MINUS CRUSHED AGGREGATE. D Q 2694 2694 z p z � O o o Lu N + U 0 00+ c/) X 2691 + II 2691 J N N O d O O Iz 00 Y 00 N O N w Z II (No z 4 U m a II Q � � rfjN N LD 00 N II w II z O z 00 U N O O r N00 ON � II w Qw 2688 Y Y v w �� Z w cc � ui 2688 E m N m II Ld Z J U w II Q z � w w o Q � � w c� w 2685 ui 0.40% 2685 0.50 a z 0.61% O C.61% 0.53% - - - - - - - 2682 - - EXISTI G GROUND 2682 LL 0 E N G I N E E R I N G 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 O 'a PHONE(208)639-6939 z a EXISTING GROUND CENTERLINE kmengllp.com 2679 FINISH GROUND CENTERLINE 2679 DESIGN BY: LCK DRAWN BY: LCK/SRM 3 N N It 00 c4 U) 00 rn °' N r � c° � � ` `n 0o 2 rn 00 rn O N O `D c� 00 ,� ' N ,n `n 00 `n CHECKED BY: LCK Q a 00 O) - M 'p 00 O 04 cV O cV In cD I� 00 O N In z 0C140 N N N N M N Kj N 00 M V) V) Kj M M 4 M M 4 M M 4 M 4 M 4 4 4 Uj t ui ui ui ui 0 00 0o ao 0o a0 CO 00 0o a0 ap Oo 00 00 00 00 00 00 CO ao 00 00 00 00 CO 00 00 00 00 00 00 00 00 00 m 00 00 00 00 00 00 CO 00 00 00 00 00 00 DATE: MAY 2020 F (O CO t0 (O N ED (O CO ED (� (� (� (D (� tD tD (� (� � (D (� (� (0 _ � N N N N N N N N N N N N N N N N N (V N N N N N N N CV N N N N N N N Cq N N N N N N N (V N N N N N N PROJECT: 20-031 c Z SHEET NO. c z 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 16+50 16+80 17+10 r`2, L J m 1. 0 0 i d SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION LENS STA., OFFSET SIDE MATCH LINE - SEE SHEET C2.5 1.50% 16860 . - ° a2 FINISHED GRADE SLOPE 5/7/20 0 3 2 1 3 ° SEE ROADWAY PLAN 95 26 O EROADW OF AY PLAN SHEET C2.12 I SEE ROADWAY PLAN GRADE BREAK ti�� S� � KEN 85.75 CL � SHEET9 SHEET C2.8 C• +50.00, 0.00' I O - ---- ---- - SAWCUT LINE 85.71 85.92 I BLOCK 1 27 +50.00, 14.50'R ° +50.00, 14.501E 27 121 16 96 ° Oao 113 CIVIL ACRONYMS SEE DETAIL SHEET C2.17 ° zI>< ° ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS O FOLLOWS: 00 I z STA. - ROADWAY STATION FROM CENTERLINE Lu D D ° , CL - ROADWAY CENTERLINE o Q o0 a PC - POINT OF CURVATURE PT - POINT OF 86.05 CL/GB 0 28 ° 122 117 ° 97 I 26 ELE. - ELEVATION TANGENCY +10.40, 0.00' I o p Q L - STATION OFFSET LEFT 141 86.01 GB + 86.22 GB I o R - STATION OFFSET RIGHT +10.40, 14.50'R +10.40, 14.501E TBC - TOP BACK OF CURB 86 57 ° RIM - RIM OF STRUCTURE ° L\ LIP - LIP OF GUTTER g +78.94, 14.501E MA - MATCH EXISTING 14.50' CL-TO-TBC 86.74 SW SW - SIDEWALK O 28' CL-TO-ROW +72.94, 22.501E ° 85.99 LIP I EP - EDGE OF PAVEMENT N ° FL - FLOW LINE O ° ° 29 23 18 86.14 FL 98 +69.64, 22.46'LA TOC - TOP OF CONCRETE 87.06 SW +72.94, 14.001E I 86.46 TOC 25 HP - HIGH POINT N_ +04.94, 22.501E ° ° +61.18 25.961E CR - CURB RETURN � Lu 85.86 CL/PC/GB 86.03 PC GB 86.46 FL 86.85 SW POC - POINT ON CURVE ~ +58.40, 0.00' / 85.89 FL 42 85.82 PC/GB +58.40, 14.501E +04.94, 14.00'L ° +44.94, 22.501E C +61.21, 17.481E INT - INTERSECTION 86.90 GB IR ° IRR PRC - POINT OF REVERSE CURVE +58.40, 14.50'R p 30 ° 87.17 SW 86.27 FL 86.30 PC/GB ° +98.94, 14.501E +32.94, 22.501E ,-------+44.94, 14.251E +46.44, 14.50'L I SHEET NOTES ° as 86.51 PT L. 86.57 FL 87.27 TOC as„s 86.74- as„s L (IS„s� ° +36.94, 14.501 ° +32.94, 14.001E +35.03, 20.71'L +38.94, 14.501E 99 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD as86.34 CL/ -a PT ® I 87.06 87.30 GB 86.68� s-.z86.81 CL/INT ® I as„a� as„aI [ NOTES. +36.94, 0.00'-- +38.94, 14.501E +00.00, 14.501E +35.03, 13.71'L--- -+80.54, 0.00'----- - ° 4 ° �° l�30, ° O B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. ° 3 ° o ° ° b1 ° ° ° 3 M 24 �9 5 4 0 ^' 5 _ C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET r'� \ x o 0 o O SECTIONS. �0 E00 \��s I 86.34 CL/INT 143 O \ 1 S. HILL FARM LN. 0.41% cn 1 l 0.40% +90.94, 0.00' D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. 0.62% 20+00 0.40% 21+00 y 0 22+00 I 0.41% 23+00 0.46% _+ - - + - N r E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 6 N q�`l° lb TOLERANCES WILL BE ALLOWED. �� pdg 1 0 469, �g F. ALL STATION AND OFFSET LABELING RELATED TO EACH �A-1/0 � SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. ° ® 3 ° cD o ° ® 3 ° 00 ° G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. 86.30 PT 86.73 CL/GB 87.13 CL/GB 4 s I R,3p1 86.13 CL/GB 4 R20 +36.94, 14.50'R +00.00, 0.00' +00.00, 0.00' R30 L86.49 CL/INT +46.44, 0.00' 86.69 GB 87.09 GB 87.02 +58.94, 0.00 86.30 GB KEYNOTES ® (V +00.00, 14.50'R +00.00, 14.50'R +18.54, 14.50'R 12z 12"sD 86.74 PT +46.44, 14.50'R 86.81 CL/INT 87.20 PC J +37.54, 14.50'R 86.35 PC I 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O +23.54, 14.50'R +56.44, 14.50'R SUPPLEMENTAL STANDARD DRAWING SD-701. +18.94, 0.00' 0� 86.51 FL ° Q C 85.91 FL ° z J 145 146 47 48 +35.07, 15.95'R +65.00, 15.55'R 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD - LL 44 49 86.97 TOC = SEE DETAIL SHEET C2.17 86.55 TOC 22 SUPPLEMENTAL STANDARD DRAWING SD-702. z O +35.03, 24.07'R (o tAuj 11 +64.93, 24.19'R 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER O (/) 86.29 I LIP 86.02 LIP ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. +48.31, 24.25'R SEE ROADWAY PLAN +73.43, 20.53 HR SEE ROADWAY PLAN U) z 0 SHEET C2.10 I SHEET C2.9 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q Z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES > J Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE C) Z (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) m _ Z Q AND SHALL BE COLORED 'TRAFFIC YELLOW'. O S. HILL FARM L N . PLAN AND PROFILE 5. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD w Z W. M A C U M B O L N ./ SUPPLEMENTAL STANDARD DRAWING SD-710. = Q � J 0 30 60 90 0 3 6 9 6. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND I- Lu GUTTER TO 3" ROLLED CURB AND GUTTER. 01� Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' O z O Q zQ � J 2697 2697 _ Q LU o LL Q z rn o J 0 00ao 0 00 o rn 2694 N + + 2694 D 00 II II Q r� II N N N � � 00 U)r 9a0 Qrn II II z O U II cn � Nm Y00 (1) c6 Lu CQC cno QQ � O � �N O � Zao c~nM � � U G �D U) wN m F- ON Y00 Zm 2691 Q� Y m w w II w w cli(0 oN 2691 d W Q� � � II m w II J m o � w � � � w V) J N W II m < W Z J 0 W Z J W w W II O' � m 0 ',� LLJ L I 0 W - W - W H w pQ W r Z J a O' J Q O Z fW W Z W O a z E 2688 2688 O 0 FINISHED G LO.62% ND 0.40% -0.41% 0.40% - - -0. 1% U a Z 0.40% -0.41W - - - - - - - - - 0.4 0.50% - - - - - - - - - - - - 2685 - - - - - - - - - - - - - - - - - - - - 2685 0 EXISTING G OUND a z O O N O N U N 2682 2682ul DC N N O ILL N E N G I N E E R I N G 9233 WEST STATE STREET o EXISTING GROUND CENTERLINE BOISE,IDAHO 83714 O FINISH GROUND CENTERLINE PHONE(208)639 6939 z 2679 2 679 kmengllp.com 0 DESIGN BY: LCK oz3a n t t t I- 0) ON C14 O 0 Cn 00 00 C14C29 0) 0 O O I- n ON) I7 Nn C 0 0) ONr- 00 O 0) 00 O r 00 r . � N i i o i L U-jD 'i N � 0 � � c0 � D cp � � o � D � cD c0 Ln 0 00 cD uj0 00 DRAWN BY: LCK/SRM 00 °° t 00 °° I a 00 CD 00 (D 00 0 40 00 000 00 00 00 00 00 00 CO 00 0000 00 CC) 0000 0000 00 CC) 0000 00 CC) 00 00 00 00 (D 00 m 00 00 00 00 coc0 CHECKED BY: LCK Q(0 co c0 (0 (0 (0 cD co c0 co co (0 co (0 co (0 co C0 co (0 co (0 co (0 o (0 co N co O co co co co o c0 co coN N NN N N N NN NN N NN N N N N NCq N N N N NN N NN NN NN N } N N N N N 0 DATE: MAY 2020 z PROJECT: 20-031 cc z 17+10 17+40 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 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 SHEET NO. G 0 0 V m Lu 0 i d SHEET LEGEND 51 5p 49 48 D 0 46 0 8x SS�ONAL fNG 43 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-D D' 82.47 82.07 81.67 81.27 81.04 PC/GB STA., OFFSET SIDE +50.00, 14.501 +50.00, 14.501 +50.00, 14.501 +50.00, 14.501 +09.50, 14.50'L x 6860 n' Ir 82.52 CL 82.12 CL 81.72 CL 81.32 CL 81.08 CL/PC/GB 1 FINISHED GRADE SLOPE +50.00, 0.00' +50.00, 0.00' +50.00, 0.00' +50.00, 0.00' +09.50, 0.00' J,� 5/7/20 �o Q r ° ° 3 °° ° 3 h- ° 42 x GRADE BREAK OF z � O ti��N C. rn S. PALATINO LN. 2 0 0.40% �� - ---- ---- - SAWCUT LINE -00 2 oN f 1 1+00 0.40% 12+00 1 00 o f 14+00 0.S3q �6 - ml 1 N 1 N CIVIL ACRONYMS TOP TOP TOP- ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS rn p 3 ° p p 3 m' 82.68 82.28 81.88 81.48 81.24 PC/GB TOE TOE TOE- STA. - ROADWAY STATION FROM CENTERLINE Lu 80.66 CL/PT/GB a +50.00, 14.50'R +50.00, 14.50'R +50.00, 14.50'R +50.00, 14.50'R +09.50, 14.50'R ° CL - ROADWAY CENTERLINE o O +881.04, 0.00' h PC - POINT OF CURVATURE 80.62 PT/GB PT - POINT OF TANGENCY N ° +88.04, 14.501 ELE. - ELEVATION D 80.83 PT/GB L STATION OFFSET LEFT 0 R - STATION OFFSET RIGHT t �o TBC - TOP BACK OF CURB o -s+ Ln RIM - RIM OF STRUCTURE SEE DETAIL SHEET C2.17 0 40 LIP - LIP OF GUTTER a w MA - MATCH EXISTING 72 71 70 69 68 67 66 65 64 63 62 SW - SIDEWALK EP - EDGE OF PAVEMENT N FL - FLOW LINE z ° 2.00% 2.00% TOC - TOP OF CONCRETE HP - HIGH POINT cn 81.14 aol 30l 30l- CR - CURB RETURN w +50.04, 14.50'R POC - POINT ON CURVE w 80.71 FL I - +56.04, 14.00'R a s, dO1 dol doi- INT - INTERSECTION 81.31 SW s o�'' PRC - POINT OF REVERSE CURVE BLOCK 1 +56.04, 22.50'R _j SHEET NOTES A 0 o ° ° ° 7.04% I , o 81.07 CL/INT A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ° p p ° ° ° _ +70.04, 0.00' NOTES. °- - ° N - -�� ° p o ° ° ° p °°� ° ° p ° B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. o � ° C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET SEE ROADWAY PLAN 81.45 SW 0 SECTIONS. SHEET C2.13 +84.04, 22.50'R 80.85 FL I o 39 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. +84.04, 14.00'R - + E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 81.34 � ° TOLERANCES WILL BE ALLOWED. +90.04, 14.50'R o o F. ALL STATION AND OFFSET LABELING RELATED TO EACH 3 1 2 3 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD O O O O O O O O O O O ALIGNMENT. 74 75 76 77 78 79 80 81 82 83 84 81.47 CL G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. +50.00, 0.00' 81.64 p 81.43 +50.00, 14.50'R +50.00, 14.501 KEYNOTES ® (V m _ MIME IL �1, _ _ m 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD MATCH LINE - SEE SHEET C 2.8 SUPPLEMENTAL STANDARD DRAWING SD-701. O 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z J SUPPLEMENTAL STANDARD DRAWING SD-702. z V- S. P A LAT I N O L N ./ W. D A L RY M P L E L N . PLAN AND PROFILE 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER o �, ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z (/) 0 30 60 90 0 3 6 9 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD - Q z SUPPLEMENTAL STANDARD DRAWING SD-710. > J Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Q z oo0 z < 2694 2694 = w = Q � z M W Lu oC > 0 O z O 2691 2691 Z + _ Q 0 o DC - 0 II Lq � 0o Q LJ..I 0 0 U) 00 � Q 2688 Y 00 2688 N w II � 0 � � Q z rr'',�' 0 J W Cl)Y 0000• ZO N z L L Q U w m W N 0 Lu 2685 w �� m N II 2685 U Q a LLJ> w ww '' ^^ o J mEj, Z_ J V l 0_ _j w J L/i c9 w x J X FINISH I ED GROUND Z 2682 _ 0.4 2682 0 - - - - - - - - - - _ _ _ _ _ _ a - - - - 0.50% z - - - - - - - EXISTING GROUND -0.537 0.5 % - - - - - - - - - - - - - O L) 0 0 U E 2679 2679 o DC 0 0 Q z S ORM DRAIN SY EM STORM DRAIN SYSTEM 0 2676 2676 DC kimlo LL 3 EXISTING GROUND CENTERLINE E N G I N E E R I N G 2673 FINISH GROUND CENTERLINE 2673 9233 WEST STATE STREET o BOISE,IDAHO 83714 O 'a PHONE(208)639-6939 z C14 co tiMo M 0 N cD N N No ^ MN kmengllp.com0 0 n N ^ 0 N o N 0v o 0 00 0 0 o 00 0 00 0o 0 0 00 � 0v 00 04 � 0v � 0v � c� 0 00 00 00 000 00 00 0 00 00 00 00 00 00 � 0 00 DESIGN BY: LCK cD (0 0 cD cD co ao c000 ao cDao cD c0 c00 c000 00 00 00 00 00 coo (0 ( (0 N N N N NN N N N N N N N N N N N N N N N N N N N N DRAWN BY: LCK/SRMN } g CHECKED BY: LCK Q a h 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 16+50 DATE: MAY2020 z PROJECT: 20-031 c- 0 SHEET NO. c 0 0 V m . 0 o i d SHEET LEGEND F,SS\pNAL fNC 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 � \CENSF ELE. & DESCRIPTION FINISHED GRADE ELEVATION �• � � STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 ,n 517120 0 OF D GRADE BREAK ti� Im ' - ---- ---- - SAWCUT LINE D' 81.58 TOC 81.91 82.43 83.97 84.83 85.96 TOC 86.30 GB 'U +69.03, 17.671E +46.54, 14.501E +50.00, 14.501E +50.00, 14.501E +50.00, 14.501E +75.01, 17.67'L +21.04, 14.501E 81.25 FL 81.73 CL/INT 81.95 CL 82.47 CL 82.68 GB 84.01 CL 84.87 CL 85.63 FL 86.34 CL/INT/GB 86.57 6 +69.03, 13.671E t02.04, 0.00 +46.54, 0.00' +50.00, 0.00' +00.00, 14.50'L L +50.00, 0.00' +50.00, 0.00, +75.01, 13.67'L +21.04, 0.00' +55.54, 14.501E W CIVIL ACRONYMS ° ° a 3 a a ° ° a 3 ° ° a a 3 a ° ° 6 ° a a W r ° ° ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: I' Lu 1 00 0 3g W. DALRYMPLE LN. pd pd 0 p00 d Lu STA. - ROADWAY STATION FROM CENTERLINE 17+ g 0 2 18+00 0 19+00 oN 0 20+00 2 21+00 2 22+00 0 23+00g 0 ° 'W CL - ROADWAY CENTERLINE o U) - -- - - - o - ♦- - - I- - - - ° - 1 - I - _ - (� PC - POINT OF CURVATURE "sD is"sD is"so �W is"so is"so is'so i 'so is'so 0 0 5 ��° �� 4 PT - POINT OF TANGENCY 7, �p ti� W L - STATION OFFSET LEFT rn 5 O 4 ��1° ,moo o. 1 0 1 1 0 16� \�9 ��° ELE. - ELEVATION �j \ N N � � ,��- b� p '�O• � R - STATION OFFSET RIGHT co �O o0 O� z TBC - TOP BACK OF CURB rn o ° 3 ° ° a ° ° 3 a ° ° 3 �� I �° J LIP - LIP OF GUTTER IM OF TURE A � ° 82.12 PT 82.64 82.72 CL/GB 84.18 85.03 86.12 PC o F MA - MATCH EXISTING o +46.54, 14.50'R +50.00, 14.50'R +00.00, 0.00' m o +50.00, 14.50'R +50.00, 14.50'R +76.54, 14.50'R o SW - SIDEWALK 81.37 LIP 81.39 LIP 82.89 GB ~ � EP - EDGE OF PAVEMENT N n +21.76, 24.25'R of I 85.75 FL � FL - FLOW LINE z0 +82.32, 24.25R +00.00, 14.50'R 0 o N' I +85.04, 14.90'R 86.02 LIP a 'Q TOC - TOP OF CONCRETE 81.25 FL _j I +41.57, 17.51'R v� c� J 86.31 TOC U HP - HIGH POINT _ +69.07, 15.95'R U 81.82 TOC D o +85.01, 22.73'R 86.78 PT , CR - CURB RETURN > tj +69.03, 24.07'R `q � 85.99 LIP z +55.54, 14.50'R POC - POINT ON CURVE ~ J 86.82 INT - INTERSECTION 81.68 PC SEE DETAIL SHEET C2.17 +98.58, 21.30'R , 2 +60.54, 14.50'R PRC - POINT OF REVERSE CURVE +57.54, 14.50'Rz O85 O86 O87 O88 O89 O90 O91 O92 O93 N �99 SHEET NOTES O O O J No = A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD OroBLOCK 1 vi I NOTES. N B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. SEE ROADWAY PLAN ° �,; I SHEET C2.2 C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET II I II SECTIONS. 0 SEE ROADWAY PLAN D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z SHEET C2.6 E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. W. DALRYMPLE LN . PLAN AND PROFILE KEYNOTES ® (V 0 30 60 90 0 3 6 9 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD IIIIIIIIIIIIIIIIff-Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SUPPLEMENTAL STANDARD DRAWING SD-701. Q 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-702. z 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Q Ln ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. U., z w 4. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND - Q J GUTTER TO 3" ROLLED CURB AND GUTTER. > J 7 �5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES C0 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES O z SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) = W Z AND SHALL BE COLORED 'TRAFFIC YELLOW. = Q :>: Q 6. INSTALL PEDESTRIAN RAMP TYPE "H2" PER ISPWC W z Q o STANDARD DRAWING SD-712H, WITH TRUNCATED DOMES > J PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z Q CL 2694 `� SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE O N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) z Q z II AND SHALL BE COLORED 'TRAFFIC YELLOW. Q 0- J C W M c J V) = = - a- z 00 2691 C N 2691 Li W Q >_ oc + III a w� p o + II Zw N � a0 � 2688 Y 00 2688 w `) OfN U Z00 LD N w II .80% a U < < > w II _ J M U) o ui 1 2685 J 2685 = Z FINISHED GROUND 0.86% 0 a z w 2682 0. o% 2682 U Z EXISTING GROUND o a 0 o un 2679 2679 z N O O N U a a STORM DRAIN SYSTEM Q LL 2676 2676 ENGINEERING 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 Q 'a PHONE(208)639-6939 o kmengllp.com z EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE DESIGN BY: LCK 2673 2673 DRAWN BY: LCK/SRM g CHECKED BY: LCK r- N r- N r- N r- N r- O r N 00 O � r 00 � O M Q z N �) r� 00 O N M LO r, 00 M � 00 O M t0 On M 00 O N o . co rn _. o _. N to �n cD 00 m rn rn N � rn N DATE: MAY 2020 N N N N N N N N N N N M N M 00 M M M M 4 n 4 * V) ui V) ui V cfl cfl c0 O O u 00 OO 00 OO 00 OO 00 OO 00 00 00 00 00 00 00 00 00 00 Op 00 00 00 00 00 00 00 Op 00 00 00 00 00 OO 00 6 cfl cfl cD cfl cfl cfl co co co co co co co co co co co cfl cfl co co co co co PROJECT: 20-031 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 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 c u SHEET NO. c o p J Lu 16+50 16+80 17+10 17+40 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 21+90 22+20 22+50 22+80 23+10 23+40 23+70 C2.O O d SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-D STA., OFFSET SIDE 22 21 20 1.50% FINISHED GRADE SLOPE < 16820 0 0 O O � 5 19 d I GRADE BREAK �,C�F OF d O° C I $ BL 1 J OCK 87.89 POC 17 d ° 119 20 121 122 123 a - ---- ---- - SAWCUT LINE B 87.50 PRC +11.05, 48.81'L d +67.19, 24.48'L 4 87.28 SW J > 87.32 PC/GB ° ° +70. O N ' +48.42, 14.50'L 20 CL/GB CIVIL ACRONYMS 87.36 CL/PC °/GB 1 �6. ° O +70. . 0.00' � O ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +48.42, 0.00' N ° 100 �L� 85.11 PT/GB 86.05 r 87'22 ° FOLLOWS: = 1 BLOCK 1 r +48.00, 10.00'L +50.00, 10.00'L +62.50, 10.00'L 88.69 CL/GB ° 86.98 GB STA. - ROADWAY STATION FROM CENTERLINE uj r 2 84.91 CL/GB 85.85 CL a z +09.44, 0.00' +50.50, 10.00'L CL - ROADWAY CENTERLINE o +48.00, 0.00' +50.00, 0.00' E PC 86.81 CL/INT _ POINT OF 61 R48 83' 16 ° �09, ° d d o ° ° o s d I PT - POINT OF TANGENCY RE ' �O d d a 3 +98.00, 0.00' R' 'I 1 0o f 4+00 W. DALRYMPLE LN. 00 2 19% 25+00 1.00% 10 00 0.40% ° 0.93% ° N d J/d N ° d ELE. - ELEVATION 1 1+d� 12+00 0.93% 2.10% p 3 r i - __. 88.43 POC d d I °- ° -I - L - STATION OFFSET LEFT - - 84.75 CL/INT I _4 d d ° ° f Q °f do ° ° R - STATION OFFSET RIGHT p +58.28, 0.00' +10.00, 0.00' ° s�o Z ° ° N ° ° N ° 1� 0 Q _ TOP BACK OF CURB rn 1 0 0r o ° �O ° 85.11 PT/GB 86.05 86.78 CL/GB RIM - RIM OF STRUCTURE Rl N �� d ° d O +48.00, 10.00'R +50.00, 10.00'R +50.50, 0.00 LIP - LIP OF GUTTER of 86.98 GB MA - MATCH EXISTING ° d SW - SIDEWALK +50.50, 10.00'R EP - EDGE OF PAVEMENT N Rl 2 ° d N Off, ° �00, v 87.24 FL - FLOW LINE z m' 0 O� o +62.50, 10.00'R TOC - TOP OF CONCRETE 0 SEE DETAIL SHEET C2.17 m 1 0 87.13 S '"" HP - HIGH POINT cn w o I +70.50, 18.00R N I POC - POINT ON CURVE w ~ ° o CR CURB RETURN > Uj fV' 4 ° i 11 INT - INTERSECTION 24 125 1z6 27 28 1z9 SEE ROADWAY PLAN PRC - POINT OF REVERSE CURVE bono v 87.51 PRC 87.87 POC ° d SHEET C2.6 6 Lq o +67.21, 24.52'R +07.84, 48.81'R I j SHEET NOTES o00 / ° I I SEE DETAIL SHEET C2.17 850.76PC14.58'R 15 I I°° I A SEE SSHEET C1.1 FOR GENERAL, GRADING, AND ACHD SEE ROADWAY PLAN I I SHEET C2.14 I _ a B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. I ® C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET 11 12 13 14 SECTIONS. 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. W. DALRYMPLE LN . PLAN AND PROFILE ALLEY "A" PLAN AND PROFILE KEYNOTES ® (V 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 SUPPLEMENTAL STANDARD DRAWING SD-702. O Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD O (/) SUPPLEMENTAL STANDARD DRAWING SD-710. z w 4. INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK PER - Q J ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > J E: 5. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK C CC W CONCRETE ON 4" THICK -3/4" MINUS CRUSHED m O_ L AGGREGATE. O z C) O � = wzlz 2700 2700 = z o 2697 2697 �DC > Q 0 z Q oc z a o 0 0 w � 2697 2697 + N + a Q 0 2694 N N 2694 - N N o CA 0 o u a II Q w N O� Q0 o Y0o WN Z00 aQ 2694 I, N 2694 11 II w N m N a� WN 2691 a� II a m W II w 2691 Q QQ � 11 Z W J Z �OY0 Y w ()WY � 0 O Q W w a �WW > N J Q m 0 W LLJ m U l II 2691 0 2691 W w o II o W 2688 Z w < 2688 J o J _ m �W W J FINI HED GROUND 2.10% a E 2688 FIN SHED GROUND-, 2.1g% 2688 0.93% _ z J 2685 _ - - - - - 2685 0 0.80% a _ -2 O0, EXISTING GROUND w U EXISTING GROUND 2685 2685 2682 2682 ~ Q z 0 EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE U 2682 2682 EXISTING GROUND CENTERLINE a � 2679 FINISH GROUND CENTERLINE 2679 1(m O N D °� 0) O N E N G I N E E R I N G cD cD c0 00 00 r- 00 On 00 CD N O 00 cSr0 rn 00 0 O 00 00 m 00 00 m 00 00 00 00 00 00 00 0 ^ N0) N co 00 ^ oo r) � Ln N Ln 0) 9233 WEST STAT E STREE T ° �° �° �° (° (.0 cD cD cn co co 4 4 ( ( ' (0 '6N N N N N iy N N N N N 00 00 00 00 00 00 00 00 00 00co 00 BOISE,IDAHO 83714 ( ( ( ( ( � ( ( � O co co co co co co co co co co PHONE 208I 639 6939a N N N N N N NN N N N N N N N CIA 1r C14 C14 kmen IIp•com z a g 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 DESIGN BY: LCK 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 DRAWN BY: LCK/SRM } g CHECKED BY: LCK Q a o DATE: MAY 2020 z h PROJECT: 20-031 c Z 0 SHEET NO. c 0 Lu V m 0 0 i d SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-D STA., OFFSET SIDE SEE ROADWAY PLAN S EE 6 �n �^� 6860 / L,/�I 1.50% FINISHED GRADE SLOPE IV J, 517120 0 00 +79.23, 24.250 OF E •��EE SNE F - 7 GRADE BREAK -y S v �C��T P v 15 89.35 FL/ 7 / ��. //�/ C. K\N 99 v z ° O +79.15, 17.501E 8jg R268.0p• 1l J 89.43 PCC R23 88.95 PRC a +63.20, 18.001E 2'00' 7 +81.95, 18.00'R - ---- ---- - SAWCUT LINE Q I 11 12 13 89.33 CL/POC 7 0 88.89 FL O O} +78.78, 17.42'R N +63.20, 0.00' 1- v J 89.46 TOC 89.51 POC/GB o RR ° = 38E SOq 14 +43.14, 18.001E �° R30' ° 7 +78.73, 24.85'R 89,01 LIP CIVIL ACRONYMS SEE ROADWAY PLAN ® ® SHEET C2.12 +43.14, 0.041E 89.41 CL/INT/GB o r 2d �° 89.57 TOC ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ° 5 +67.73, 31.03'R FOLLOWS: �� 89.09 FL Lu ° SEE DETAIL SHEET C2.17 A° 0 ��j\ +60.41, 30.13'R STA. - ROADWAY STATION FROM CENTERLINE ° a 1 O � 6 9 w, 86.94 PC p h� 0g 0 ° 89.78 PT CL - ROADWAY CENTERLINE o A O / cfl 2 A. +57.29, 44.39'R PC - POINT OF CURVATURE PT - POINT OF TANGENCY ° 86.53 PC/GB +11.97, 27.001E �O -A A N (89.82 ELE. - ELEVATION 1+72.50, 27.001E F-° 87.02 PRC o +57.00, 50.53'R L - STATION OFFSET LEFT 86.68 TOC o +23.29, 29.271E 89.13 POC 47z o° 89.72 CL �- O �1 R - STATION OFFSET RIGHT JIR +61.01, 36.571E 87.34 PRC +65.42, 18.001E x0 �� ° +43.29, 50.52'R� 88.37 GB D O• ry ., TBC - TOP BACK OF CURB 86.10 FL o A o +54.47, 29.27'L `�O ` 89.82 RIM - RIM OF STRUCTURE +49.76, 27.001E pa +60.97, 28.451E o +29.67, 52.08'R LIP - LIP OF GUTTER MA - MATCH EXISTING a' 87.50 PT 88.46 CL/GB ° 0 5 89.74 PT SW - SIDEWALK I `� +65.79, 27.001E +49.76, 0.00' 0� EP - EDGE OF PAVEMENT N I 1 �0 a a 5 +28.55, 39.42'R 0 R p ° ° 5 ° ° 89.14 FL FL - FLOW LINE z 1 N I ��sLo / 7 +27.37, 31.03'R TOC - TOP OF CONCRETE O I ° 87.68 CL 89.64 TOC HP - HIGH POINT Ln +20.90, 32.19'R CR - CURB RETURN 86.81 CL/INT. Ig 7 1 R29.50' +27.93, 0.0 ' 2 POC - POINT ON CURVE L ~ +28.00, 0.00' 0 87.24 87.62i 89.06 LIP INT - INTERSECTION 87.05 E. HILL PARK LN. O +24.02, 22.59'R PRC - POINT OF REVERSE CURVE I +78.95, 6.001E +96.97, 6.00' +33.9 6.001E o kp0 �1, 89.19 POC N 1 87.73 coi 13 +66.26, 15.21'R 89.39 PCC 1p 0 0.44% o R6' 12+00 1.04% 0.50% 2 SHEET NOTES o +43.93, 6.001E S +05.57, 15.10'R - - - 89.04 CL/POC 87.11 CL/GB 1.04% 87.92 CL + 4 +65.92, 0.00' w +72.97, 0.00' 6 0 ~�6 +49.93, 0.00' N ��O �� A NOTES. HEET C1.1 FOR GENERAL, GRADING, AND ACHD l o \ 8 705 87.43 CL 1 �6' 1 0 4p, 5 0 78.97, 6.00'R S +02.97, 0.001E 87 73 8 ` ° ° B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. 87.24 87.63 +43.93, 6.00'R C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET 4 0.83% 6.00'R 88.76 PRC 2 s 72"SD �' +33.93, 6.00'R 4 ° SECTIONS. x p0 +75.21, 14.20'RCA O R3� Lq N ° 88.72 POC 2 o a '61 f 5 +72.60, 14.48'R D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. �° 7 88.45 POC E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO �l +68.25, 16.02'R / °a R29.50' o N O a ° 88.53 PRC I 36"G 36"G 36"G 36"G 3 TOLERANCES WILL BE ALLOWED. 86.29 LIP o /� cn 0 3 +59.27, 29.23'R F. ALL STATION AND OFFSET LABELING RELATED TO EACH +52.25, 32.23'R J A ° 1.649 88.55 POC/GB SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ° 8 6.15 FL a AA +58.03, 34.84'R ALIGNMENT. +60.97, 28.45'R 6'� 87.76 LIP o G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. 86.73 TOC `n 6 ° +30.38, 26.51'R +61.01, 36.57'R 87.35 PRC 88.69 POC/GB ' III 1 149 +67.21, 39.93'R +38.49, 63.21'R ® 86.53 PC/GB 88.35 POC KEYNOTES (V +72.50, 27.00'R 87.13 8 0P031 28'R +18.26, 70.33'R C5 a + 8 1. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC 87.28 POC STANDARD DRAWING SD-701A. O ° 87.04 PRC +53.27, 30.49'R 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z a +23.29, 29.27'R 87.24 PRC SUPPLEMENTAL STANDARD DRAWING SD-701. �86.94 PC +49.38, 31.01'R W z +11.97, 27.00'R 3. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O (/) i SUPPLEMENTAL STANDARD DRAWING SD-702. - z 4. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND - Q GUTTER TO 3" ROLLED CURB AND GUTTER. > J J 5. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER M ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. m E . HILL PARK LN . PLAN AND PROFILE o w 6. INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK PER � 0 30 60 90 0 3 6 9 ACHD SUPPLEMENTAL STANDARD DRAWING SD-70. Q z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 7. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC = Q w Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES - z PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE z O J (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) O AND SHALL BE COLORED 'TRAFFIC YELLOW'. z Q 2700 2700 8. INSTALL 4' WIDE VALLEY GUTTER PER ACHD c� z SUPPLEMENTAL STANDARD DRAWING SD-708. G DC W u- a c- J J 2697 2697 w Q O + I N 00 � II W N N 10 U 2694 o � N 2694 cn II II N II J N N� < m J m N� w II w (D z 0 zto y00 < �N 2691 w m N CD w 2691Ld z 3 F_ _j o FINISHED GROUND o z w O' _j AT ISLAND. REFER T w PLA FOR ELEVATIONS. _ - - - _ - -0 40% U - - - 0.50 c? FINISHED GROUND - - - - - - - - - - - - - - 2688 2688 a -0. 4% - - - - - - - - - - - - EXISTIN GROUND z N - :/ 2685 2685 O ENGINEERING LL 9233 WEST STATE STREET 3 EXISTING GROUND CENTERLINE 2682 FINISH GROUND CENTERLINE 2682 BOISE, 208)63 -693 O PHONE(208)639 6939 z o kmengllp.com N ( o rn r V) (0 (0 (0 oIC! Lo DESIGN BY: LCK ozg N (6 (6 m od a) 06 a) (p6 ai ap ap 6 ap 00 o op o� � � (O DRAWN BY: LCK/SRM 00 (O � �N 00 (0 (D (0 (D (0 (D (0 (D (D (D (ON N N N N N N N N N N N N N N N N N N N N N CHECKED BY: LCK G\I a o DATE: MAY 2020 z 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 PROJECT: 20-031 c Z SHEET NO. c z 0 V m C^/2 • 10 W 0 0 i d SHEET LEGEND F.SS014 A L f NC i �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� � ENSF10 STA., OFFSET SIDE �R SEE ROADWAY PLAN 1 FINISHED GRADE SLOPE un 517120 0 3 16 17 18 SHEET C2.2 OF F - GRADE BREAK C� 85 a6 BLOCK 1 o� E • a - - -- - - - - - - SAWCUT LINE 82.34 SW 87 88 89 90 91 ,� V, 89.06 PT - - _ N +54.33, 18.00'L 88.68 D4 � +55.50, 18.00'L +50Ao, 18.00'L _- 8's�_-_- _-_-�is� r Qp 82.46 CL/GB 1U CIVIL ACRONYMS 88.97 CL/PT 88.59 CL ------- 88.4t MA z +55.50, 0.00' +54.33, 0.00' -- 2"sc-- - ~ ° 82.49 �1 +50.00, 0.00' +08.26, 18.00'L ° ° p 2 p +63.50, 10.001 ' ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 82.24 GB 83.06 GB L u FOLLOWS: x +75.50, 10.001 +50.00, 10.001 I183.50 +50.00, 10.00'L 'w ,, �`b STA. - ROADWAY STATION FROM CENTERLINE < N 82.04 CL/GB 82.86 CL/GB 83.30 CL = CL - ROADWAY CENTERLINE o +75.50, 0.00' +50.00, 0.00' +50.00, 0.00' (/) _0p o S. TAVISTOCK AVE. o PC - POINT OF CURVATURE 0.40q o 1 0 0.40% 88.3t MA a ° Lu PT - POINT OF TANGENCY 0.44% o _ ° r 2+0C� pp a r N 13+00 ELE. - ELEVATION (� �� N 16+00 N � 17+00 +08.26, 0.00' 10 0 3 2.10% 1 1+DO 1.10% °0 0.44% ° ° ° ° /, - - - - o - 2" ° +- a co - ° I 3 °° - -0 I - Lu L = STATION OFFSET LEFT /y/ o o I �° o� ° a ° ° o � R - STATION OFFSET RIGHT o o ° ° a ° 4 �i I TBC TOP BACK OF CURB N 1 N 82.06 CL/INT a ° RIM - RIM OF STRUCTURE +28.00, 0.00' ° ° 82.24 GB 83.06 GB J 83.50 Lu LIP - LIP OF GUTTER IR Q +75.50, 10.00'R +50.00, 10.00'R 0- +50.00, 10.00'R z MA - MATCH EXISTING I p d 82.49 o C 'J SW - SIDEWALK ° o ° O - +63.50, 10.00'R ~ r EP - EDGE OF PAVEMENT z 2 ° 82.57 SW FL - FLOW LINE 0 89.06 PT 88.68. 88.4f MA +55.50, 18.00'R = TOC - TOP OF CONCRETE O 10„94' O-19„94' 19„94' -19„94'- 19,94 I�„9�- Cd +54.33, 18.00'R m-zj (0 +50.00, 18.00'R +08.26, 18.00'R I o SEE DETAIL SHEET C2.17 U HP - HIGH POINT N CR - CURB RETURN w Lu o o ° Q POC - POINT ON CURVE L Lu cJi cJ INTE i PRC - PO NTSON OF (REVERSE CURVE E 102 103 104 105 106 107 o Lq SEE DETAIL SHEET C2.17 a SHEET NOTES M ° I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET SECTIONS. 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. KEYNOTES ® N S. TAV I STO C K AVE . PLAN AND PROFILE ALLEY " 6" PLAN AND PROFILE 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PERm (K -IIIIIIIIIEF-- z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" =3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD O u) SUPPLEMENTAL STANDARD DRAWING SD-710. - z U) Q J / LL p Ow O z LL � w= z ° = < 2Qa 2 Lu z z CiC > Q Q z a Q = Lua 2700 2700 2694 2694 Q a Cr DC Y 0° U - LL Q Lu 2697 (.02697 2691 0 0 2691 Q Q o O � � + 0 o + Q o � O u � O vi II z Q II QO II NN w 2688 u 2694 � 2694 2688 N Y 00 ^ Z w NY 00 m N v / ON m L II I m w II w II m of aw J 0 Ow w II �w a 2691 2691 2685 Z "w w 2685 z FINISHED G,ROUND FINISH:-'D GROUND 0.44% -0.40% - - - - U - -2.107 1 10% - - - - - - - - - m 2688 - - -. / - - - - - - - - - - _ _ _ _ 2688 2682 _ - - - - - - - - - - - - - - - 2682 � q - EXIS ING GROUND EXISTING ROUND 0 3 z O 2685 2685 2679 2679 U STORM DRAIN SYSTEM < 1(m = V) N O EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE ENGINEERING FINISH GROUND CENTERLINE FINISH GROUND CENTERLINE 9233 WEST STATE STREET 2682 2682 2676 2676 BOISE,IDAHO 83714 O 'a PHONE(208)639-6939 z aMqo r� 0) r-O (D o CD r) 0) N 0 Ln co 00 r 0r7 0�0� r7 � kmengllp.com ao m n c o N r N ;D- o o . 0) . 00 � � r) . It o . It � 0) . o 00 00 6 00 00 00 a0 Oc) 0 0 N N N (y N N N C14 N N N N M N ri N 7 oo aoNao p aoN ao ao ao ao ao 00 ao ao DESIGN BY:00 LCK00 00 00 00 00 00 00 00 00 00 00 0000 00 00 OD co 00 00 00 00 00 00 00 (Z (.0 (Z c0 (0 c0 co O (0 (0co coO O (0 (D (0 (DN N N N N N N N N N (0 N (D N N N N C14 N N N NN N N N N N N N N N N N N N N N N N DRAWN BY: LCK/SRM or. g CHECKED BY: LCK a 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 10+00 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 DATE: MAY 2020 z PROJECT: 20-031 �c SHEET NO. c 0 s m C2. 11 Lu a � SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �CENSE-D STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 SEE ROADWAY PLAN 517120 SHEET C2.6 BLOCK 1 01 I GRADE BREAK OF O N C. K 92 93 94 95 96 97 98 99 ' z - ---- ---- - SAWCUT LINE J 86.81 SW ° +19.50, 18.00'L Q I 11 +59.50,510 00.82 'B 86.88 CL/GB ° J CIVIL ACRONYMS +19.50, 0. 0' J r +2*1. +50. F Imo vi ® ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +21.00, 10.00'L +50.00, 10.00'L z 83.62 CL 83.78 CL/INT 84.15 GB 84.50 CL 85.62 CL/GB 86.92 0. m +21.00, 0.00' +59.00, 0.00' +97.00, 10.00'L +50.00, 0.00' +59.50, 0.00' +11.50, 10.00'L / FOLLOWS: 86.49 CL INT STA. - ROADWAY STATION FROM CENTERLINELu ° +47.00, 0.00' i ° ° ° 9 ° ° 9 ° CL - ROADWAY CENTERLINE o 0.44% ° 14+00 1.03% ° o l ° 00 15+00 1.03% 0 l 2.10%° 16+A0 ° 1 (� ° - °N 1 ° � a - 1� N 1 - ° wv PC - POINT OF CURVATURE m I - z- s w ° ° �� 0° ° PT - POINT OF TANGENCY °° o ° ° o ELE. - ELEVATION m ° ° ° s N ° ° ° °N �° s° L - STATION OFFSET LEFT D4 0�' S�° 1 83.95 CL GB R - STATION OFFSET RIGHT O / 84.70 85.82 GB 86.91 �(39 O J TBC - TOP BACK OF CURB +97.00, 0.00' +50.00, 10.00'R o_ +59.50, 10.00'R +11.50, 10.00'R IR ° ° s 1 O RIM - RIM OF STRUCTURE ° 84.15 PT/GB pa- F O rn L�' O �� +97.00, 10.00'R ~ �� ° LIP - LIP OF GUTTER O ° d I I-Ti, �� MA - MATCH EXISTING � 00• v 86.96 SWO SW - SIDEWALK SEE DETAIL SHEET C2.17 +19.50, 18.00'R I EP - EDGE OF PAVEMENT N 83.82 PC 0 I ° FL - FLOW LINE N +21.00, 10.00'R o I I I TOC - TOP OF CONCRETE O N HP - HIGH POINT cn CR - CURB RETURN > Lu "" POC - POINT ON CURVE w ~�1 14 115 16 17 118 I I m SEE ROADWAY PLAN INT - INTERSECTION 01 Ig E. HILL PARK LN. SHEET C2.10 PRC - POINT OF REVERSE CURVE Iv N SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 0 NOTES. B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET SEE ROADWAY PLAN SECTIONS. SHEET C2.14 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. ALLEY " B" PLAN AND PROFILE KEYNOTES 0 30 60 90 0 3 6 9 ® N Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-710. O z z O cn z > a o � w 000 zo _ Lu = 2697 2697 = Q Z a > z O ^ Q z O + z Q J 2694 `° +CID2694 0a. � u Ln Q 00 0 0 v' Q W >- >- O II Y 00 N LC Ln+ + ~ O Q J 2691 M "' �' 00 2691 Q II 11 w C14 ¢ Il 0 Q � � `� m w Ur ` `' w II z Q 00 inz O z 00 Y 00 N c� Lu 2688 w 00 Il 2688 U ww Q � d Z J 0 w _ w J N FINISHED GROUND _ - - 2685 2685 0.4 % O EXI TING GROUND _ . o a E 2682 2682 o DC 0 0 a z EXISTING GROUND CENTERLINE 2679 FINISH GROUND CENTERLINE O 2679 0 DC 00 C° 0n (O O (V O M MN (0 N I- N M 00a 00 O r- _ PI) N 00 O N 00 1(m O h Irj 4 l(j Lci U7 '6 '6 (.0 '6G 00 ao 00 o N 00 00 00 00 (0 00 0000 0000 00 00 00 00 00 LL (.0c0 � co (0 (m N (.0 (.0 (.0 C° (4 ( (D (D (° (4 (° 4 E N G I N E E R I N G N N N NN N N N N N N N N N N N N N N N N 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 O 'a PHONE(208)639-6939 z 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+75 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK/SRM g CHECKED BY: LCK Q a o DATE: MAY 2020 z h PROJECT: 20-031 c Z 0 SHEET NO. c 0 Lu V m ti 0 o i d SHEET LEGEND F,SS\pNAL fNC 10--�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-D STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 J, 517120 0 SEE ROADWAY PLAN GRADE BREAK OF K\NS SHEET C2.7 V - ---- ---- - SAWCUT LINE a w o O BLOCK 1 ° s, z CIVIL ACRONYMS z 83.90 SW 71 70 69 68 67 66 65 64 63 62 J o 0 ° �O +5%50, 18.00'L a I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 81.38 SW FOLLOWS: 83.92 CL/GB ° +04.50, 18.00'L w ° +50.50, 0.00' J ( STA. - ROADWAY STATION FROM CENTERLINE ° Q 84.04 81.50 ® o CL - ROADWAY CENTERLINE o +63.50, 10.00'L +96.50, 10.00'IL PC - POINT OF CURVATURE 83.79 GB 83.33 82.70 82.08 81.46 81.25 GB PT - POINT OF TANGENCY F �: �•• ELE. - ELEVATION Q� f/-+75.50, +75.50, 10.00'L +50.00, 10.00'L +50.00, 10.00'L +50.00, 10.00'L +50.00, 10.00'L +84.50, 10.00'L o � � cp, L - STATION OFFSET LEFT 83.59 CL/GB 83.13 CL 82.50 CL 81.88 CL 81.26 CL 81.05 CL/GB 81.07 CL/INT R - STATION OFFSET RIGHT 0.00' +50.00, 0.00' +50.00, 0.00' +50.00, 0.00'. +50.00, 0.00' +84.50, 0.00' R +32.00, 0.0010 _ TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE 10 C O ° ° 2.10% 1 1*00 ° ° ° ° N12400 ° ° 73 ° 13+00 °0.62% ° 0 °° b4+00 ° ° ° ° 15+ 1 I LIP - LIP OF GUTTER �� ° ° ° ° ° ° ° ° IRR ° ° ° a -I -M7= o o � - - pd MA - MATCH EXISTING °° ° °°� ° ° ° �i ° ° ° ° ° ° ° ° ° 2.10%° SW - SIDEWALK ° ° EP - EDGE OF PAVEMENT N FL - FLOW LINE z 83.79 GB 83.33 82.70 82.08 81.46 81.25 GB O_ 83.62 CL/INT ° TOC - TOP OF CONCRETE +75.50, 10.00'R +50.00, 10.00'R +50.00, 10.00'R +50.00, 10.00'R +50.00, 10.00'R +84.50, 10.00'R v HP - HIGH POINT N_ +28.00, 0.00' 1 84.04 I Q� ° CR - CURB RETURN > Lu Lu +63.50, 10.00'R +96.50, 10 00 R POC - POINT ON CURVE L ~ ° 84.12 SW INT - INTERSECTION +55.50, 18.00'R SEE DETAIL SHEET C2.17 81.47 CL/GB PRC - POINT OF REVERSE CURVE o +04.50, 0 000' w 0 81.56 SW SHEET NOTES ° +04.50, 18.00'R O O O O O A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 74 75 76 77 78 79 80 81 82 83 84 NOTES. °°I B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. SEE ROADWAY PLAN SHEET C2.5 C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET SECTIONS. 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. Iz E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. ALLEY " C" PLAN AND PROFILE KEYNOTES ® (V 0 30 60 90 0 3 6 9 1. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-710. O Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z z O cn vn z > a 2694 2694 M w C00 zo = W LO � Q 00 LO 2691 + + 2691 C) W z / Q II Q II OLq O z O z <0) z 00 m z�° N oCL 2688 II m N II 2688 - U Of Q� u n Q I �� 0w Qr?i �o N � o Q W Z W C A W (n Y (0 L W o� J L cn N N > cn Q N m II 2685 w 2685 -2.1 pq FINIS ED GROUND 0 4J Ld z O W - - - - 0.62% u 2682 - - - - - - - - - - - - - - - - - - - - 2682_ _ - _ M EXI TING GROUND 2• J N N U d Z a z z 2679 2679 STORM DRAIN SYST M O 0 0 0 w U w 0 2676 2676 0 a z O EXISTING GROUND CENTERLINE 2673 FINISH GROUND CENTERLINE 2673 p[ O r O cD O 0) 00 c0 L0 00 M O r� N N r) O O 00 r- 00 00 (0 O � N O r- 00 M O LL o ao 00 Ln n O ao cD N o ao r o N E N G 1 N E E R I N G 3o 00 00 0 00 0 00 00 00 00 00 9233 WEST STATE ST cD 00 N00 ( 00 CD 00 ( 00 D 00 00 00 O 00 00 00 r r C � (D CD CD c0 REET (D C14 (D (D w D D D C14cD (0 N (0N N N N N N N N N N N N N N N N BOISE,IDAHO 83714N N N N N N N N N N N O 'a PHONE(208)639-6939 o kmengllp.com z 0 10+00 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 DESIGN BY: LCK DRAWN BY: LCK/SRM g CHECKED BY: LCK Q a o DATE: MAY 2020 z PROJECT: 20-031 c- 0 SHEET NO. c 0 0 V m C2. 13 W 0 SHEET LEGEND ASS\9 AL i- 10--�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� \CENSF STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 ,n 517120 0 SEE ROADWAY PLAN ��9TF OF \vP��v SHEET C2.11 GRADE BREAK C K\NS 91 SEE ROADWAY PLAN BLOCK 1 107 - ---- ---- - SAWCUT LINE SHEET C2.5 112 36 ° 85.44 SW 111 10 109 108 V z +55.50, 18.00'L CIVIL ACRONYMS ° 85.51 CL/GB O +55.50, 0.001E co 0 85.55 ® ° ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +63.50, 10.001E 92 FOLLOWS: as„z� as„z� Q 85.29 GB 84.59 C 84.14 PC fir, STA. - ROADWAY STATION FROM CENTERLINE a (11 q� +75.50, 10.001E +50.00, 10.001E r +62.00, 10.001E d' CL - ROADWAY CENTERLINE o J,_85.09 CL/GB 84.75 CL/INT 84.39 CL a 83.94 CL«g� �y�° tx PC - POINT OF CURVATURE +75.50, 0.00' A +60.00, 0.00' +50.00, 0.00' +62.00, 0.00' O PT - POINT OF TANGENCY 137 ELE. - ELEVATION 10 O .10% 0.40%01 14+00 0 l ° ° ° ° 12+00 ° 0.40%, o l O°,13+06 ° 0.40% ° 14 00 L - STATION OFFSET LEFT _ N i1, ° N 1 ° ° a ° R - STATION OFFSET RIGHT - ° I - 100 1 - 0° - 4 - ° - -° ° TBC - TOP BACK OF CURB / ° ° o� ° ° L\ o� ° ° RIM - RIM OF STRUCTURE 85.12 CL INT ° ° N ° ° b, °1 N ° ° ° °�' ° 83.78 CL/INT +28.00, 0.00' ° ° � +00.00, 0.00' 93 LIP - LIP OF GUTTER 85.29 GB 0 b ° 84.80 PT J 84.14 PC 01 ° MA - MATCH EXISTING SW - SIDEWALK ,Q +75.50, 10.00'R �� o +98.00, 10.00'R +62.00, 10.00'R 09° EP - EDGE OF PAVEMENT N 248 85.54 �� ° ° o^� p�� 84.59 o F �� FL - FLOW LINE „v +63.50, 10.00'R +50.00, 10.00'R I - Z ° TOC - TOP OF CONCRETE O ° 85.59 SW 0 SEE DETAIL SHEET C2.17 ° HP - HIGH POINT cn 138 +55.50, 18.00'R o CR - CURB RETURN 85.11 PC o POC - POINT ON CURVE Lu ~ +22.00, 10.00'R INT - INTERSECTION 119 14 94 PRC - POINT OF REVERSE CURVE 125 SEE ROADWAY PLAN SEE ROADWAY PLAN SHEET NOTES SHEET C2.12 SHEET C2.9 ° A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ° NOTES. B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET SECTIONS. 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. KEYNOTES ® (V ALLEY " D" PLAN AND PROFILE 1 SUPPLEMENTAL CON R STANDARD DRIVEWAY APPROACH WING 7PEOR ACHD O 0 30 60 90 0 3 6 9mmmff- z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z O u*) z > a Q W m ILL 2697 2697 0 z 0 LU 2 Q � CL Lu z Q 2694 0 2694 O z Q oo z J + 0 + C; 0 LO+ � o u aN u 0 Q w 2691 � � N � � n II 2691 LL 2 Q w 0 (0 (If Y � II Q UN mll of 0� Nr- W II W Cn N vi W W Z a LLJ X� � _j 0� � 0 II � 2688 Z w 0 W J w 2688 z � > w W U~ -i Z W o _ I a J N 2685 `2.�Oq FINISHED GROU D 2685 J -0.40% Z -0.40% F - - - - - - - - - - - XISTING GROUN o 2682 2682 U w w o 0 0 o 4 o 0 0 o STORM DR IN SYSTEM 0 2679 2679 z N O N O O O o 0 o DC a EXISTING GROUND CENTERLINE O 0 2676 FINISH GROUND CENTERLINE 2676 ENGINEERING LL 9233 WEST STATE STREET 3 cn N S co tD co co co rtD rtD co BOISE,IDAHO 837 14 a' � � M rn cD ao O M a' N a0 N (D o ' rn rn � ao oo co ,�a 0) 0 0) 0o r) N 0) 00 0) PHONE(208)639-6939 3: 4 r 4 4 4 'i kmen II com a 0 (0 C N tD tDO c0 tD N N N N N N N N N NN N N N N N N N N N N N N N N N ti DESIGN BY: LCK DRAWN BY: LCK/SRM g 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 CHECKED BY: LCK Q o DATE: MAY 2020 z h PROJECT: 20-031 c Z 0 SHEET NO. c 0 Lu V m ti 0 o i d SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-D 83.36 CL STA., OFFSET SIDE +00.00, 0.00' 1.50% FINISHED GRADE SLOPE 6860 83.2f MA n 517120 0 +00.00, 10.64'R 83.50 CL/GB GRADE BREAK �,5, F OF +70.45, 0.00' �/V C. KEN 83.72 CL/GB 83.3f MA +00.00, 0.00' +70.45, 10.81'R SAWCUT LINE -d0 -d0 d0 d0 d0 d0 d0 d0 d0 -d0- d0 d0 d0 op-op-op-op-op-op-op-op-op-op OP OP _. _. OP OP OP C - ---- ---- - 83.5t MA -d3- -d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 E^ EP EP W EP EP EP EP EP EP- tP -+00.00, 10.93'R EP EP EP EP EP W 85.02 CL/GB 84.84 CL/GB 10+00 11+00 S. EAGLE RD. 12+00 +06.14, 0.00' 13+00 84.45 CL 14+00 84.22 CL/GB 84.06 CL/GB 15+00 83.96 CL/GB 16 00 � 17 00 +59.32, 0.00' +50.00, 0.00' +00.00, 0.00, +43.39, 0.00' +00.00, 0.00' 85.7f MA 84.9f MA 1 84.7t MA 84.2t MA 84.1t MA 83.9t MA 1 83.8f MA 1 CIVIL ACRONYMS +45.90, 9.76'R +06.14, 10.00'R _+59.32, 10.38'R J F+50.00, 10.52'R �+00.00, 10.52'R _r+43.39, 10.57'R 1+00.00, 10.70'R � - J ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS --- ---- ---- - -- ---- ---- ---- 0.41% 0.51% 0.45% o _ - ---- --- - ---- -- -- ---- - --- FOLLOWS: 0.38% 0.40% 0.06% 0.42% O 0.32% 0.36% - 0.52% j3 d3 d3 a N N 3 STA. - ROADWAY STATION FROM CENTERLINELu MA 85.3t +45.89, 17.00'R 8 8 4 0.38% 0.42% 4 CL - ROADWAY CENTERLINE o 5 6 PC - POINT OF CURVATURE �O pro PT - POINT OF TANGENCY oo LLE _ STATION OFFSET LEFT 2 ° 2 ° R - STATION OFFSET RIGHT cn TBC - TOP BACK OF CURB 85.09 LIP z 84.76 EP/GB 84.54 EP/GB 84.11 EP 83.92 EP/GB 83.74 EP/GB 83.71 EP/GB 83.63 EP/GB 83.40 EP/GB RIM - RIM OF STRUCTURE +63.14, 34.00'R 1- 0 +06.14, 17.00'R +59.41, 17.00'R +50.00, 17.00'R +00.00, 17.00'R +43.39, 17.00'R +00.00, 17.00'R +18.00, 17.00'R +00.00, 17.00'R o LIP - LIP OF GUTTER I 85..48 PT O 0- 84.95 SW 84.85 SW 84.23 SW 84.05 SW 84.01 SW 83.96 SW 83.70 SW 0I r 83.21 EP/GB MA - MATCH EXISTING +68.14, 36.00'R Q +06.14, 47.00'R +59.41, 47.00'R +43.39, 47.00'R +00.00, 47.00'R +18.00, 47.00'R +00.00, 47.00'R O +70.45, 17.00'R SW - SIDEWALK +00.00, 47.00'R EP - EDGE OF PAVEMENT Ln z 8115 FL _ _ = 84.50 LIP 81.60 FL . FL - FLOW LINE u +11.00, 28.00'R O 0 � +87.14, 34.00'R +70.45, 28.00'R TOC - TOP OF CONCRETE SEE ROADWAY PLAN 00 83.33 SW HP - HIGH POINT cn 84.94 PT SHEET C2.1 +82.14, 36.00'R 55 +70.45, 47.00'R CR - CURB RETURN w e POC - POINT ON CURVELu 53 52 51 50 49 83.11 EP INT - INTERSECTION ~ 48 +00.00, 17.00'R PRC - POINT OF REVERSE CURVE BLOCK 1 47 83.28 SW 46 0 SHEET NOTES+00.00, 47.00'R a I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.16 FOR STREET LIGHT PLAN. C. SEE SHEET C2.17 FOR TYPICAL ROADWAY STREET -op-op-op-op-op- -OP OP OP OP _DSECTIONS. O -EP cc EP- EP -EP EP EP EF EP E D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z 83.16 CL/GB U' 82 MA 82.77 CL 82.59 CL/GB S. EAGLE RD. +42.59, 0.00' 18+00 10.53'R +50.00, 0.00' 19+00 +10.54, 0.00' E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +50.00, 0. TOLERANCES WILL BE ALLOWED. 1 83.Ot MA 82.93 CL/GB 1 F. ALL STATION AND OFFSET LABELING RELATED TO EACH 82.3t MA 82.3f MA I +42.59, 10.46'R +00.00, 0.00' +1n 54, 10.76'R +23.52, 10.81'R SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 0 0.53% 0 0.30% 0.46% 0 0.30% ALIGNMENT. N N 0.53% 0.30% 4 G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. 7 82.2t MA +23.49, 17.00'R KEYNOTES ® f V 2 p ° p 2 ° p 1. SAWCUT (2 MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-303 AND ACHD O 82.88 EP/GB 82.7t MA 82.43 EP 82.48 SW REQUIREMENTS. +42.59, 17.00'R 0p +00.00, 10.41'R +50.00, 17.00'R +23.49, 47.00'R z �83.20 SW �j 82.58 EP GB 82.32 SW 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / 82.15 EP/GB Z +42.59, 47.00'R +00.00, 17.00'R +10.54, 17.00'R +64.22, 47.00'R ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 82.89 SW 82.46 SW 80.11 FL O 3. MINIMUM WIDTH OF 17' FROM CENTERLINE TO EDGE OF z +00.00, 47.00'R +10.54, 47.00'R +17.49, 28.00 R ASPHALT. (_� Q 4. 4" WIDE SOLID WHITE LINE PER ACHD STANDARD DRAWING > J LLJ TS-1113, SHEET 1 OF 12. Q J 5. INSTALL BORROW DITCH, 310 LF, PER ACHD STANDARD m F- O 45 44 43 42 40 DETAIL 5. INSTALL 11'L x 2'W SAND WINDOW. D O w BLOCK 1 6. INSTALL BORROW DITCH, 180 LF, PER ACHD STANDARD DETAIL 5. INSTALL 10'L x 2'W SAND WINDOW. Q 7. INSTALL BORROW DITCH, 222 LF, PER ACHD STANDARD W Q DETAIL 5. INSTALL 10'L x 2'W SAND WINDOW. > z 8. INSTALL CURB TERMINUS PER ISPWC SD-707. 0 z O Q z Q S. EAGLE RD. PLAN AND PROFILE o 0 30 ' - 60 90 W Lu Plan Scale. 1 - 30 J LL � QQ w D Q ~ O z SECTION W LINE CL ROW (n 0 25' MIN. (WIDTH VARIES) _ VARIES 48.0' COMMON LOT W/ J M PER _ LANDSCAPE BERM J PLAN 17' -_ U GRASS PER LANDSCAPE PROPOSED ROAD WIDENING 14.0' PLAN 1.0' FLAT 0 11.0' ASPHALT 3' BORROW DITCH PER LANDINGPX z Z HIGH POINT TRAVEL LANE WIDTH VARIES SHOULDER GRAVEL ACHD STORMWATER 1.0' FLAT 3'•� M \ \\ \ �/z 3:1 (EXISTING STRIPING) PER PLAN (WIDTH VARIES SHOULDER GUIDELINES SECTION LANDING y j // // ..� k. O o f-2 � 2% PER PLAN) 8WIN STANDARD \/ /\ \/\ o DRAWING DETAIL 5 ... Z 4:1 Mq 3 M �✓ % / / / / / / / \ \ \ 5' SIDEWALK PER ACHD /\\ \ \ \ SUPPLEMENTAL STANDARD \ \ \ \ \ \ \ \ \ U 5" ASPHALT PAVEMENT (SP-5, 0.50/// /////////�//��✓ /� - �/ /// / M///////////////////////////////////////// DRAWING D-�� / / / 4" OF %"-MINUS CRUSHED AGGREGATE BASE / /� AGGREGATE LEVELINGLEVELING" MINUS CCOURSE / /�I EXISTI � ///////// //�\// 0 \ \ \ \ \ \\ \ GRADE- \E�\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ a 26" OF 6-INCH MINUS PIT-RUN SUBBASE \/\/\/\/\/\/\� �� / �� 7 1 \/\/ /\/\/\ Q \ �/\\�/\\/�\\��\//\�/\//\//\ //\//\//\// \//\//\/ \\/\\/\\/\\/\\�\��\\ 1\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/� O / ` �/�/� E N G I N E E R I N GLL / \\/ \ \1 \, _� - 9233 WEST STATE STREET EAGLE ROAD SECTION /\/\/\/\/\/\/\/\/\/\/\/\/\/\�\/\�� BOISE,IDAHO 83714 O SCALE: NTS /\//\\//\//\//\//\//\//\//\//\//\//\//\//\//\//\\/ PHOkmeng8p.com6939 z L K o DESIGN BY: C } DRAWN BY: LCK/SRM g CHECKED BY: LCK Q a o DATE: MAY 2020 z PROJECT: 20-031 c Z 0 SHEET NO. c 0 V m C2. 15 W 0 SHEET NOTES CITY OF MERIDIAN STREET LIGHT NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �Sg\ONAL fNc/ CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION �aF \CENSFD yin 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL CONFLICTS EXIST. ELECTRIC CODE. 6860 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE B. THE MAXIMUM SPACING FOR TYPE II FIXTURES ALONG 517120 0 ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT LOCAL ROADS (33 FT OR LESS) IS 220'. AND REQUEST INSPECTIONS. C. THE MAXIMUM SPACING FOR TYPE I FIXTURES ALONG ,5, lF OF \vj 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, 5—LANE RESIDENTIAL MOBILITY ARTERIALS IS 300' C K\N AND FOR THE POLE AND ASSOCIATED WIRING. STAGGERED. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. D. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT CITY OF MERIDIAN. DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD E. SERVICE — ALL STREET LIGHTS SHALL HAVE COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL LCO-- • UTILITY AND PAVEMENT CROSSINGS. 0P F. METERING — CONTRACTOR SHALL COORDINATE METER w s I s I IL— LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. � SOP I PI 6 1 6 1 6 P � I I I I 6 6 1 PI PI 6 PI Q w " a x x TOE 41 o WHERE A METERED SYSTEM IS REQUIRED, NEW EG x x � O ui DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. EG EG EG—� I 18 ;;� Q 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE _ N u ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY 0 40 m o� I 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 i W HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL c ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS WHEN THE ADJACENT PROPERTY IS DEVELOPED. `i d' N 19 17 cn 301 uj z d0J- ZE p _ '003 LEGEND wLLJ 42 n N cn In U) cn W In cn n m N n cn n N a 2 w 12 w a iz w �2 w i2 i " i2' �i2" 12" 12" 12"w 12"w iz"w " " " s"w "w s'w 8"w 8"w a w a"w a"w O 16 INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE s W. DALRYMPLE LN. s a"s a"s a"s is"so 8„ ia"s$„S �s' i�;'so 61 6 IN ACCORDANCE WITH THE CITY OF MERIDIAN, s a' "s "s a's o s a"s $"s $"s a"s 5 Ts s" a"s s"s 5 3 W DEPARTMENT OF PUBLIC WORKS IMPROVEMENT 00 43 3 00 a STANDARDS FOR STREET LIGHTING, AND THE MOST a 3 � 00 CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 62 84 N STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN 44 NQ � 85 86 87 88 89 90 91 92 93 94 95 96 97 9g gg SUPPLEMENTAL SPECIFICATIONS DRAWING T1. 15 CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING N HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO 63 83 N o 0 11 12 13 spy INSTALLATION. LUMINAIRES SHALL BE LED FIXTURES O THAT ARE ON THE APPROVED FIXTURE LIST (SEE z a • 00 14 APPROVED LED FIXTURE LIST FOR STREET LIGHTING), a 45 OR HAVE BEEN PRE—APPROVED IN WRITING BY THE ° 64 82 a0 2 s • ro 8'iv CITY'S TRANSPORTATION AND UTILITY COORDINATOR. s a INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE 6"PI 3 s PI s PI s PI s PI s PI s s"PI s PI s + PI s PI IN ACCORDANCE WITH THE CITY OF MERIDIAN, a 6"PI 61 6PI PI 6 PI 6 PI ^�n DEPARTMENT OF PUBLIC WORKS IMPROVEMENT 46 65 81 i •; 00 10 / STANDARDS FOR STREET LIGHTING, AND THE MOST e $�' CURRENT CITY OF MERIDIAN SUPPLEMENTAL / SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 102 103 04 105 106 107 o O O O O O a I 2 STREET LIGHT POLES SHALL BE 25' NOMINAL 114 115 116 117 118 �� N s"w s"w s" s"w s"w s"w S a 66 N ;v E. HILL PARK LN. MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE (V OO 80 s„S_S POLYESTER COATING AND CONFORM TO THE 47 3 1 • i 3 � r SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE O --s, �a s ci J s 8'S LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR STREET z 3 O i2„ 5 LIGHTING , OR HAVE BEEN PRE—APPROVED IN WRITING i 67 73 79 6Q s s s s"� sus �"s "s a"S 5 s„s „s „s s"s s" s"s s m ) l 113 BY THE CITY'S TRANSPORTATION AND UTILITY z O O �z � � J � l w l 1 COORDINATOR. z H fv 36"GI O (� z oN n o-0 EXISTING TYPE 1 STREET LIGHT z �O N N 48 Q S 68 a 78 108 O oo rn rn \ Q �a 3 s 149 `—' )& EXISTING TYPE 2 STREET LIGHT /Q 00 00 3 W N s 69 n BLOCK 1 109 N 119 120 121 122 123 N O O 77 00� a 49 n LL °' C L w z 101 100 S 148 ci Q J� � C o' N _ Q L S °' w w ON 6'IPI 6"PI 6"PI 6"PI 6"PI /S J G n ¢ ^Q a 50 ro 3 O 6 PI 6 + PI 6 PI 3 Oz O (D `N� ° S 147 a J o ## ### ### z Q s 71 75 m 111 ro -, O ° W Lw N �• C Plan/Profile Scale: 1" _##' _ W a a0 3 124 125 126 127 128 129 130_; � — O 51 00 S w � (� S L.L 72 74 " 6"PI 6"PI 6"PI O i O 131 „ O -- ----- ---- { _ : N O 0 Q .Y�) n 6 PI " 00 1..1� Q w co 6PI a V) (n 145 52 �% ,� " � I— a" a"w a"w a" a"w s"w C. s"w s"w s"w a"w a"w a"w a"w a"w m z O ° W. MACUMBO LN. e 8"S 8"S 8" 8"S o 8"S "S 8 S 8"S s 8"S 8"S E"S "S E" E'S E"S 8„S "S s) 8" $ L u LJ� O s 3 144 Ln s rn J x s 54 NC, S ?� J 0 2 o / � 132 133 134 135 136 137 138 139 140 141 142 143 � w a m z z a 6"PI 6"PI 6'IPI _o 3 = 55 U Q U 0 o 56 57 58 59 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 6 �I 6 PI 6 PI 6 PI 6 PI 6 PI G w z rn w C7 a GJ 0 8 w a i a"w a"w a"w a"w Vz�/� sw sw s"w s"w s"w s"w a"w8"w o W. ROCKHAMPTON ST. W. ROCKHAMPTON CT. 5 "s s"s s"s 8"s "s 8"s 5 8'S a"S a"S a"s a"S a"S— a" a"s a"S 5 I� O 0 6 PI 6 PI 6 PI 6 PI 6"PI N I O (� N ngm °° pC z A/ 4 O W. ROCKHAMPTON ST. LLi BLOCK 3 > E N G I N E E R I N G N NQ � BLOCK 2 N p 9233 WEST STATE STREET PHONE(208)639-6939 O BOISE,IDAHO 83714 O 7 Z kmengllp.com = I O O a 0 0 O O O O z z w Ci DESIGN BY: LCK o ( E e ro _��8E� N� DRAWN BY: LCK/SRM I 36"GI— N CHECKED BY: LCK Q d d d d d d I d d I d I d d d d d d s"PId d d d d d d R 4 » �� 6"P " „P I I 6 P I „ I I „P P —P 6„ d DATE: MAY 2020 z 4 PI 4 PI�—4 PI 4 I 4 �— I �— P I I � I� 6 PI 6 PI 4 PI 4 PI�4 PI 4 PI�—4 1 4 1 o HILL'S CENTURY FARM 5 � P PROJECT: 20-031 c— �� HILL'S CENTURY FARM SHEET NO. c 00 SUBDIVISION NO. 1 S �I SUBDIVISION NO. 2 J I- N �I I I C2. 16 SS\pN AL f NC ENSF J 81' RIGHT-OF-WAY , 6860 3/24/20 0 Q 0.5' 0.5' � TF OF 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. C. K\N SLOPE TO SLOPE TO EXISTING EXISTING x/ x/ 7'\x7//'\� \N NN 1' LANDING, A VERTICAL CURB 2.5" ASPHALT PAVEMENT SP-3, 0.50 INCH 1/2") MIX, PG 58-28 AND GUTTER, TYP. ( a 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 14" OF 6" MINUS PIT-RUN SUBBASE A-A: TYPICAL LOCAL STREET W/ MEDIAN SECTION (W. ROCKHAMPTON ST./E. HILL PARK LN./S. TAVISTOCK AVE.) SCALE: NTS z 0 63' RIGHT-OF-WAY cn 60' RIGHT-OF-WAY 0.5' 0.5' L ~ 0.5 0.5' 3:1 MAX. S' SIDEWALK 8' PLANTER 18' TBC-TBC 18' TBC-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC 8' PLANTER 5' SIDEWALK SLOPE TO SLOPE TO EXISTING EXISTING 1' LANDING, �,/ �/ // // / / // // // // // // / // // //� , / 1' LANDING, `\ \\r\\\/ ,,\\r�\\r,\\r�\\/ /�\\j� /�\\\\\\\\\\\\ \\ \\\\\i/\\r,\\r,\\r,\ \\,�\\�\\\/ TYP. / /�\ r\ /\/i�/i�/i,\//,\/,\/.\/.\/,\/\\/\ /\ .\/i�/i� r\ r\ �� o TYP. /,,/,,/,, �// , \ \ \ \ 6" VERTICAL CURB 3" OF ASPHALT PAVEMENT 3" ROLLED CURB 2.5" ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 AND GUTTER. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE AND GUTTER. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 19" OF 6" MINUS PIT-RUN SUBBASE 14" OF 6" MINUS PIT-RUN SUBBASE B-B: TYPICAL LOCAL STREET SECTION (W. ROCKHAMPTON ST./S. WAYLAND AVE.) E-E TYPICAL LOCAL STREET SECTION (S. TAVISTOCK AVE.) SCALE: NTS SCALE: NTS (V O 56' RIGHT-OF-WAY z 20' P/L TO P/L 0.5' 0.5' z 3:1 MAX. 5' SIDEWALK 8' PLANTER 14.5' TBC-TBC 14.5' TBC-TBC 8' PLANTER 5' SIDEWALK 10' 10' � (/) V) z SLOPE TO EXISTING J m \\/\\/\\/\\ /// \ \ \ \ 1' LANDING, r\\\/ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ (� W 1' LANDING,TYP. `\/\\ \\ \ \\r�\r/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\\/\ \ \\r�\\/�\\ \\�/\\/\ TYP. � /� � \ Z �r�/�/\ \//\/,\//\//\/\/\/\ \ 5" PORTLAND CEMENT CONCRETE 6" VERTICAL CURB — w Ln AND GUTTER, TYP. 2.5" ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE or- � J COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE Oz OQ 14" OF 6" MINUS PIT-RUN SUBBASE z Q W Q C-C: TYPICAL LOCAL STREET SECTION S. TINDARIS LN. S. HILL FARM LN. S. TAVISTOCK AVE. F-F: TYPICAL ALLEY (PRIVATE) SCALE: NTS NTS Q W LL. 2E a o Q 56' RIGHT-OF-WAY ~ O z 0.5' 0.5' Lu M 3:1 MAX. 5' SIDEWALK 8' PLANTER 14.5' TBC-TBC 14.5' TBC-TBC 8' PLANTER 5' SIDEWALK U N SLOPE TO m EXISTING J J Z �\ \ \\ \\ \\ /\ E 1' LAN DINGG, \\/\\\\\�\ ,\\r\\\ \\r\\\/\\\/\ \\\/\\/\\/\\ \ \/\\ \\/\\\ \\/,\ \\ \\i\\ ` 3 ROLLED CURB P. \ \ /, / , / \ \ \ AND GUTTER. 6" VERTICAL CURB 2.5" ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 U AND GUTTER. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 0 a 0 14" OF 6" MINUS PIT-RUN SUBBASE a 0 D-D: TYPICAL LOCAL STREET SECTION (W. MACUMBO LN./S. PALATINO LN./W. DALRYMPLE LN.) z SCALE: NTS 0 Q U r DC O ILL E N G I N E E R I N G vi Q 9233 WEST STATE STREET w o BOISE,IDAHO 83714 O 'a PHONE(208)639-6939 o kmengllp.com z a DESIGN BY: LCK DRAWN BY: LCK/SRM g CHECKED BY: LCK Q a o DATE: MAY 2020 z PROJECT: 20-031 c Z 0 SHEET NO. c 0 Lu V m ti 0 0 1..1 i d SHEET NOTES CIVIL ACRONYMS GRADING LEGEND A. SEE SHEET C1.1 FOR GRADING NOTES. ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS �SS�pNAL IP B. SEE SHEETS C2.0-C2.16 FOR ROADWAY FOLLOWS: *--142.50 FINISHED GRADE ELEVATION \CENSE-10 0 50 100 150 IMPROVEMENT PLANS. STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE FINISHED GRADE SLOPE 6860 1.50% Plan Scale: 1" = 50' C. SEE SHEET C2.17 FOR TYPICAL ROAD SECTION. PC - POINT OF CURVATURE 5/7120 PT - POINT OF TANGENCY ELE. - ELEVATION OF SOP v KEYNOTES ® R - STATION OFFSET RIGHT L - STATION OFFSET LEFT -�2626 �� FINISHED GRADE CONTOUR ti C K\NS� TBC - TOP BACK OF CURB 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. LIP - LIP OF GUTTER -2645- - EXISTING GRADE CONTOUR SW - SIDEWALK TOC - TOP OF CONCRETE FG - FINISH GRADE GRADE BREAK uj HILL'S CENTURY FARM NORTH SUBDIVISION NO. 1 - 84.71 84.76 I III \ MA 88.7t 2 \ SW SW II ✓ 88.7t MA 80.32 80.82 81.01 ) 81.32 81.61 81.91 \ 82.28 82.70 '83.16 83.53 83.93\ 84.62 _ 84.85 \ 85.01 85.46 \85.89 86.27 86.57 86.75 86.97 GB GB GB GB GB GB GB GB GB GB GB FG FG Gg 87.35 88.87 MA �88.4f;6 PIS-6 PI 6 PI PI I- - GB GB GB GB GB GB GB GB MA TOP 80.78 81.01 181.25 81.49 81.73 81.97 82.21 82.49 82.90 83.31 83.72 s _ GB GB GB 84.12 84.36 84.76 85.18 85.59 86.00 86.39 86.77 87.19 87.55 87.55 X X TGEa GB GB GB GB GB GB GB GB GB GB GB -F41 o I ` GB GB GB GB GB GB GB I V GB z I I I _ NI � N I z x X�X i N rn EG O n N� 1 6� 6'� I I I 18 I i I O EG EG � U I Vij I r� N I I \ 2 87.55 I 87.55 AI „ > w _ 87.55 89.10 O O O O O O 10 O O \ O O - - - Q 0 6"PI s"PI/ s"PI 40 i � I 39 38 37 36 35 34 33 32 31 30 29 84SW �28 27 26 25 24 \ 23 22 87.19 I 20 Gg Gg -GB Gg h O GB i ' i U Q� �6 i I I 84.GB I \ 87.59 88.07 III O o 6 �O 80.77 80.78 81.01 81.25 81.49 81.73 81.97 82.21 82.49 82.90 SW I SW N 83.091 / I 83.31 83.72 84.36 84.76 85.18 85.59 86.00 86.39 86.77 87.52 87.99 1 88.26 � 17 Q ; 81.01 TBC a _ GB GB GB GB GB GB GB GB GB GB GB I � GB GB � GB GB GB GB GB TBC TBC SW � GB Gg 80.99 `i 81.27 81.51 / 81.75 81.99 82.23 82.47 [82.71 82.99 83.40 83.81 84.22 84.85 85.26 85.68 r86.09 86.50 86.89 87.27 87.83 89.29 vi u SW SW SW / SW SW SW SW SW SW SW SW SW N SW SW SW SW SW SW SW 87.83 80.51 80.51 81.05 81.29 81.26- 81.77 82.01 82.25- 82.49- -82.76 83.17 83.58- 84.00 84.41 84.62- 85.04'- 85.45- 86 86.27 86.66- 87.04� GB Gg GB GB GB TBC TBC FL TBC TBC TBC TBC TBC TBC \ TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC 26g8 88.18 3 42 81.10 80.51 39 TBC 00 I1 SW GB n n n n v n n n n N 88.44 81.1 80.62 s 1 "w 12"w a 22g81 12"W 1 "W 12'W 12" , 12"W 12"W 2"W 12' - 12' 12"W 1 GB ; 2g82 68� �� 8� 12"w a5 a w a"w a" 6 w s"w s"w s"w a w a» SW o "s s"s �s 18" D��1s� a 1 'sc 1s's 1s"sq 1s" 2 W. DALRYMPLE LN. �26 26 <268 1 7LV�-u 8 87.95 86.7861 GB 87.95 89.49 80.62 80.87 5- - "s s s s s "s a"s a" $" $"s $" a"s a"s "s a"s e"s 87.43; 3 8"S a a"S a S a"s s a TBC GB GB GB TBC 81.04 81.19 � s"s s 00 TBC 88.35 V) � 3 TBC 43 81.28 �� GB GB SW �� T82.02 82.30 82.50 82.70 82.91 83.26 83.60 83.94 84.29 84.63 84.97 85.32 85.66 86.01 � 868888 1281.28 80.78 T \ C TBC - TBC - TBC TBC TBC TBC - TBC TBC - TBC TBC TBC TBC TBC SW - TBC - 87.69 V) TBC GB GB 81.4081.56 62 - TOC 81.40 84 82.08 .27] 82.53 82.73 82.93 83.14 83.49 83.83 84.17 84.52 84.86 85.20 85.55 85.89 86.23 86.05 87.42 SW 88.21 4� 80.78 81.05 SW �� TOC Syy � I SW SW SW SW SW SW SW SW SW SW SW SW SW SW � GB SW 87.18 Syy N GB TBC \81.06 �'b 80'GB 80.90 81.58 0 82.28 82.03 82.23 82.43 82.64 82.99 83.33 83.67 84.02 84.36 I 84.70 85.05 85.39 85.72 co GB 87.82/ N GB `L Gg Gg N GB �GB GB GB GB GB GB GB GB GB GB GB GB GB N SW GB TBC ao GB CO 44 81.47 81.33 86.57 86.92 I 87.70 3 �� O / O O O O O O O I O O °� 87.91 � 15 81.85 85 86 87 88 89 90 91 92 93 95 96 97 98 99 86.35 N 87 N 81.47 SW TBC 81.65SW GB 80.97 s 81.72 63 TOC TOC 5 83 82.33 BC s 82.5 4/ P 86.81 TBC GB SW / 11 12 13 87.42 I I 6°r N SW 81.220 81.15 81.15 O 81.83 82.10 81.85 82.10 82.54 82.72 82.90 83.08 83.26 83.44 83.62 83.99 84.40 84.81 85.22 85.91 SW I GB 80.97 81.24 GB GB GB _ TBC . GB GB �-GB GB GB GB GB GB GB GB GB GB Gg GB 86.571 O GB GB _ _ 86 44 TBC N 82.37 82.61_ 83.05 83.23 83.41 83.58 83.76 83.94 84.12 84.48 84.89 85.30 85.71 II ` N TBC 82.10 TOC TOC TOC TOC TOC TOC TOC TO( TOC TOC / TOC TOC TOC TOC I Q\45 81.66 s TBC 81.90 181.90 TBC z SW s 81.88 64 TOC f�GB C 82 82.5 8 ry 2 S 26g3 / 2684 / 26(g '`,G / I I I 87.70 81.66 81.16 S �6' 86.45 86.92 87.25 87.42 II II GB 41 � GB Gg SW 81.38 81.40 81.40 82.08 / s O GB GB GB f82.37 6`82.61 P83.05- 1 83.23-6 -83.41-6" 83.58 6 P 83.74 6"PI "PI I GB GB GB GB 89.49 $ a--a` - z II 81.16 81.43 3 �,� "P� T - 84.15 84.48_ 84.89 85.30 85.71 86.44 N 81.65 cod 82 36 82 36 lat TOC TOC U2.55 OC TOC TOC .TOC TOC 1 6 P\ GB 00 TOC TOC TDC TOC TOC TOC > "P' 86.96'I "P187 427-6" I 87 85'»PI 88.38 s»PI $ � GB O TBC s TBC 82.14 182.14 �82 84 TBC TBC 81.84 82, 1 82.73 82.91 �, 83.08 83.26 83.62 83.98 84.39 84.80 85 22 85.91 86.4 SW GB GB GB ��/ iN N 46 00 81 SW s 82.04 65 TOC TOC 1J Syr s 82.57 I GB GB GB GB GB GB GB GB /GB GB GB GB GB 91 /TBC 86.73 / �/ "" f 81.G6 81.35 SW GB 54 81.GB �� I GB.64 K.GB SW / � ' a I 1 86 TBC $y� S M >s[ m GB ry 102 103 105 1 6 107 N 114 115 116 1 7 118 i .I _� 0 81.35 81.62 81.81 I 82.61 z o o / i� N I s"w s»w s» $ s"w s"w s"w a w z GB / TBC TBC 82.39 83.09 TBC N _ / 2 Lu v ro m O 82 39 O J 3 / iN � ' 2 E. HILL PARK LN. 6� I I / (� _ s 82.20 66 TOC a TOC 80 s io I s„ I�s s��Sj \ \ Q 71 \ J SW 81.70 81.89 81.89 82.59 0°Q o I 1 T 81.54• / 47 81.54 s z I GB GB -GB GB z 83g 11 83.29 83.39 83.46 / 83.52 83.58 83.71 83.62 83.98 84.39 84.80 85.22 o s"S a s- - W 83.22O GB GB GB GB GB85.91 a s \ FG Gg GB �z N 81 97 82 86 1= Gg GB GB GB GBA.[-GB. G"_ s �, W N 3 83.24 83.48 83.72 83.96O z O �Q s TBC 82.64 82.64 83.34 GB $ GB "S GB -8' -Gg -s,. 88 20 8"S}84.44 84.60 TBC s 85.1 1 85.66 86.22 86.78 87.34 87.89 12„ 8 5 c -2681- 12„ 1 -81.82 82.36 67 TOC a TOC 79 s 3 GB "s GB s "s Gg -s"S GB -s"s KGB "s GB GB GB s z 3 z Q 1 TBC 1 a ; SW 82.14 SW 84.53 84.53 "13 °° I I I 12 s G 12 s 12 -82.16_1 81.86 I 82.14 82.84 �� w 85.11 \85.69 �86.27 86.86 87.44 �- f SW `n GB GB GB Gg GB TOC GB GB -GB GB GB 87.23 / 87.74 C Q 83.37 82.13 00 84.03 84.03 � 88.02 LL SW GB c S 81.67 81.67 8312 3 83.67 84.61 84.907GB 85.27 85.64 86.02 ' G 86.74 Lu FG GB GB s T682.52 68 8289 TOC � 82.89 83.60 TBC � SW I GB 108 Gg GB GB GB GB GB ' N�_ 3 86.74 / I Q W f I I I TO 78 s M 86.37/ _ 87.07 GB GB r n 48 81.94 s SW 82.39 83. 0 I �Gg N s TBC 149 I LL v TBC 82.012 82.39 co 83.63 84.69 84.69 82.36 82.36 N V GB GB 4 1 F� GB `� TBC GB TOC / z GB SW 00 NGo 82.29 / Gg 83.37 / W 84.19 84.19 °0 I / N 87.21 / 86.71 / 119 120 121 122 123 81.86 81.86 I TBC /83.14 a TBC BLOCK 1 GB GB / 00 coN W GB 83.14 83.85 / I I Q TOC b 109 / v � 86.71 87.21 GB GB � 3 s 82.68 69 TOC 77 s 6 GB / I � � � SW 82.64 M I O - SW 84.85 84.85 I 84.90 85.27 85.64 86.02 I �86.37 GW 12 86.98 GB 82.13 82.18 GB 87.06 TBC \ z 49 TBC SI(TC GB GB � GB 83.35 NO 84.61 GB GB GB GB GB s 148 I III / \ W GB TOC GB 82.55. 82.55 82.45 a Gg 83.62 101[-1\ CV I N ?: W GB 35 84 GB �100 85.05 85.40_ 85.77 86.14 86.51 86.89 ABC 3 GB SW TBC 83.39 TgC / TOC TOC TOC TOC TOC TOC 87.02 \ 86.52 I MII U 82.05 s 82.84 /70 TOC $OC 9 76 84.110 s 110 2686 �6, W GB 1 82.05 SW 82.89 PI s"PI 'PI 6 GB GB 82.34 82.89 83.60 S w 85.01 85.01 / 86.52 87.02 I 86.79 GB GB 1 I J GB GB TOC 82 32 GB GB GB 3T s"PI "�I 'I aO 84.51 84.51 85.04 85.40_ 85.77 86.14 86.51 86.89 TBC N 50 TBC s 82.61 a 83 87 TOC TOC TOC TOC TOC S 147 \ a 82.74 TBC 83.64 GB GB TOC 1 82.74 00 TBC 84.90 85.27 85.64 86.02 86.37 86.90 Z GB SW s 83.00 71 TOC $OC 4 75 84.36 S 111 GB 64 \ I 82.24 SSW 82.500 83.14 83.14 O SW 0o a I 85.17 O / 85.17 0� GB GB GB GB GB �i TBC 86.77 86.27 a 82.24 GB 83.86 3 84.60 CP 87.13 W GB Z GB GB GgF GB GB GB TOC i SW I 86.27 86.77 I z 82.51 82.77 a TBC 84.65 4j 85 G6 84.67 84.67 124 5 126 127 1 128 129 13 86.55 GB a GB O 51 s 84.13 s 84.66 cod GB GB 3 o I TBC TBC / SW / 5 85.15 85.34 85.54 85.74 85.94 85.791 �o TBC O I I U o I TBC SW `L 85.32 < ) I s 146 82.93 82.93 1 s 2 83.90 84.12 C84.16 5 84.61 SAY 112 85.49 GB GB GB GB GB GB 74 GB d - s"PI s"PI - TOC 85.64 I 131 85.19 84.85/ 84.85 85.84 86.04 86.24 86.44 86.28 86.50 86.00 GB -1,"s6 - -_Is ----- 85.29 SW SW SW SW SW SW �' SW GB w SW SW SW �° TBC GB GB I I c? 83.66 83.90 cV ____12"s➢_____ 82.43 82.43 TBC TBC I SW 85.42- 85.62- 85.82 86.02 86.22 86.06 U I GB GB ) 85.SW 85.37 TBC TBC TBC TBC TBC TBC 86.00 86g.50 I \ WO 86.13 86.27 GB 1/1 LLILtt� 85.21 TBC TBC TBC 0 52 83.31 82.7 TBC s 83.00 �%i ,� " 86.35 145 z` TBC I \ SW "w 8"w 8"w 8"w 8"w 8"w - s"w "w 8"w a"w "w a"w a"w a"w »w a» a"w a"w a" SW Q 83.17 TBC _ 85.84 85.84 86.34 I Q 82.67 82.83 W. MACUMBO LN. GB (, N GB GB GB s Q s GB Gg \ 0 8" 8"S 8"S 8"S 8"S 8"S 8"S s 8"S 8" 8"S 8"S 8"S 8 8"S 8"S 8"S 8'S s 8"S �I I MATCH LINE - SEE SHEET C3 . 1 LL 0 E N G I N E E R I N G 0 9233 WEST STATE STREET o BOISE,IDAHO 83714 O PHONE 208 639 6939 z s kmengllp.com a ti DESIGN BY: LCK DRAWN BY: LCK/SRM g CHECKED BY: LCK Q a o DATE: MAY 2020 z h D PROJECT: 20-031 c Z 0 SHEET NO. c 0 V Lu m 0 0 i d GRADING LEGEND F,SS\pNAL fNC *--142.50 FINISHED GRADE ELEVATION �p� ��CENSE-40 1.50% FINISHED GRADE SLOPE 6860 J, 5/7/20 0 ----2626 --- FINISHED GRADE CONTOUR OF 0 50 100 150 �N C,mly- Plan Scale: 1° = 50- -2645- - EXISTING GRADE CONTOUR GRADE BREAK CIVIL ACRONYMS Lu ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS a FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB LIP - LIP OF GUTTER N SW - SIDEWALK Z TOC - TOP OF CONCRETE O FG - FINISH GRADELi Lu v� Li SHEET NOTES A. SEE SHEET C1.1 FOR GRADING NOTES. B. SEE SHEETS C2.0-C2.16 FOR ROADWAY IMPROVEMENT PLANS. C. SEE SHEET C2.17 FOR TYPICAL ROAD SECTION. MATCH LINE - SEE SHEET C3 .0 m � � � � 5 a" a s a"spa"s a"s N 83.1 0 a's a"s 5 s"s s" »s s»s s»s s s"s s" s»s I -�s � a'sNEI o 83.17 82.67 82.83 TBC 83.35 z 5 I 07 GB GB GB 83.33 TBC 83.38 N 00 BTBC 1 I 85.84 86.34 TBC V) � � �' � 85.89 86.23 GB GB I I 53 /SW-83.63 83.65 83.52 83.61 84,00 84.17 84.18 84.37 84.57 84.76 84.95 85.14 85.38� 85.62 85.86 85.94 TBC 86 144 SW �' TBC TBC 83.74 SW - TBC TBC TBC - TBC TBC - TBC TBC TBC TBC - -TBC TBC -TBC - 85.73I I a 7 83.72 83.45 83.12 `� N GB 83.60 SW 84.23 84.27 84.41 84.60 84.79 84.98 85.18 85.37 85.60 85.84 86.08 86.17 86.11 GB 85.80 GB GB00 - TBCS 83.25 SW SW SW SW SW SW SW SW SW SW SW SW SW _GB 00 83.22 GB 83.74 83.73 I 83.91 84.10 84.29 84.48 84.68 84.87 85.10 85.34 85.58 85.67 85.61 86,24 86.23 N N GB 54 zo- s / \ GB GB GB GB GB GB GB GB /GB GB GB GB GB GB \ GB s 60 2682 \ 3 1 3 134 135 136 137 13 139 140 141 142 85 73 I N I 83.70 83.51 83.42 -83.34 83.82 d' GB GB GB GB SW \ / BLOCK 1 �6, N GB 83.86 I SW 6"PI I 6"PI 6'IPI I O � z O 83.73 83.91 84.10 84.29 84.48 84.68 84.87 85.10 85.34 85.58 85.67 85.61 85.73 2687 I z 55 / 10 GB GB GB GB GB GB GB GB GB GB GB GB GB 57 58 59 - 56 84.45' I 84.81 85.12 s„ _85.31-s„PI 85.501 85.69 s 1 85.88- „ 86.08"PI 86.27 »F86.46-6-PI 86.65 s PI 86.84 87.04 O / 83.Gg 84 39 GB GB GB GB GB GB KGB GB GB GB GB GB GB I - Dc� GB N Q z c N 6 : a„W a„W a„W a„W 8„W s„W a„W wi GB $„W $„W $„W $„W $„W $„W a„W s„W s„� s„W 87.1 284.1384. 4 83.70 83.51 83.36 83.32 W. ROCKHAMPTON ST. TBC I I Q C GB W. ROCKHAMPTON CT. 7.2s"s a»s 8 83.93 85 ss� ss ss �s sTB GB g8ss ss s„s s„s a 26 80 84.63„PI .42 . 26g SW m z a 4.25 85.13 GB GB GB GB GB SW ® tO 86.38 s: \ 83.98 TBC W GB ,TBC 86.70 r ' = Q 87.08 GB _ U-j TBC 84.18 84.70 84.98 85.25 3 85.61 85.87 86.14 86.42 86.71 SW 86.70 ^ \ �I 2683 84.21 TBC TBC TBC TBC TBC TBC TBC TBC TBC 86.58 GB I I z W. ROCKHAMPTON ST. q� N °° SW 84.41 84.92 85.21 84.971 85.48 I 85.84 86.10 86.36 86.65 86.94 GB 0 Q 0 o 83.81 SW SW SW GB SW u i SW SW SW SW SW I I z GB 83.91 84.42 84.71 > 85.34 85.60 85.86 86.15 86.44 GB GB GB �' 3 GB GB GB GB GB O7 I� ti� 2684- -- O O 0 6 g/ °° 1 I O O 4 0 6g6J O / G 85.48 - BI nrK 3 Q `� I / / ---, / Q L u I / TBC -2685- Q� c86.27- �� - - p 2687 -1 �� / u C 85.38v ® GB vi SW �-A 84.22 84.14- -84.42- 686- 84.71 84.97 °° 86.63 \/ r I z 2 85.60 85.86 86.15 86.44 86.57 - 85.8f d d - d -d GB d GB d-86.18 GB d-_86.38 GB I- GB 86.4f d86.4f 88.34 _86.92 GB 87.24 GB 87.37 GB - - - GB GB 86.70_ I Q - rd85.95 86.04 MA � GB GB �-- d 4� 4 J� - . . _ -� -_ GB -�- GB » �� MA 6„PI MA GB J- GB L GB d d 87 72 87 92 d d GB d 87 85 GB.,, GB d�- GB GB _ 4' PI - 4» 4"PI z V -86.7f 86.7f _ Pi 4 N I I I HILL'S CENTURY FARM MI MACo HILL'S CENTURY FARM ` W SU_IS ON NO. 1 ( S SUBDIVISION NO. 2 00 III III J J X N M d z z0 o 0 Q U w o 0 v� Q z 0 N O N U N 0 LL Q 0 E N G I N E E R I N G 0 9233 WEST STATE STREET o BOISE,IDAHO 83714 0 PHONE 208 639 6939 z s kmengllp.com a ti DESIGN BY: LCK DRAWN BY: LCK/SRM g CHECKED BY: LCK Q a o DATE: MAY 2020 z PROJECT: 20-031 c Z 0 SHEET NO. Lu _G J 0 m C3• 1 1 ti o 0 i d SHEET NOTES SHEET NOTES KEYNOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN 1. SB #1 SEE SEEPAGE BED DETAIL #2 ON SHEET C4.3 �Sg\ONAL fyG� NOTES. ENGINEER AND ACHD. (831 x 11.5'W x 3.5' D) F \CENSFO �n 0 40 80 120 B. SEE SHEETS C4.2 - C4.3 FOR STORM WATER DETAILS. I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 2 SB #2 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN (541 x 26.5'W x 4.O'D) 6860 C. THE DESIGN INFILTRATION RATES AND APPROXIMATE MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER 517120 Plan Scale: 1 =40 GROUNDWATER ELEVATIONS ARE BASED ON THE "LIMITED PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH GEOTECHNICAL ENGINEERING REPORT - HILL'S CENTURY SECTION 8018 OF THE ACHD DEVELOPMENT POLICY 3. SB #5 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 -y 9T P \vj FARM NORTH SUBDIVISION" PREPARED BY MTI, DATED MANUAL AND ISPWC SD-623. (571 x 16.5'W x 4.0'D) � F OF JANUARY 21, 2020. THE APPROXIMATE GROUNDWATER ��/�/ C. ELEVATION DEPTH BELOW EXISTING GROUND IS J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, 4. SB #6 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 APPROXIMATELY 7.5' OR GREATER. THE CONTRACTOR SHALL CONFORM TO THE STANDARDS (641 x 16.5'W x 4.0'D) SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF D. PROVIDE WATER-TIGHT SEALS AT PIPING THE ACHD STORMWATER GUIDELINES. 5. INSTALL GROUND WATER OBSERVATION WELL PER ACHD ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION AND MANHOLES. K. INSTALL STORM DRAIN MANHOLES PER ACHD BED 5' FROM THE END AND OUTSIDE OF BED A SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED MINIMUM OF 50' FROM THE PERIMETER OF THE BED. E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF SECTION. ALL MANHOLES SHALL BE HS-25 RATED. ROW OR WHERE COVER IS GREATER THAN 2 FEET THE 6. INSTALL INFILTRATION BASIN POND #1 PER SHEET C4.3. STORM PIPE SHALL BE ADS N-12 HP PIPE OR L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN AND 8200 OF THE 2017 ACHD POLICY MANUAL. w LESS THAN 5-FEET OF SEPARATION BETWEEN a STRUCTURES. M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE 0 LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC ELEVATION PER THE INTERNATIONAL BUILDING CODE, STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC REQUIREMENTS. RATED LIDS UNLESS OTHERWISE SPECIFIED. N. REFER TO THE CITY OF MERIDIAN DRAWING W7 AND G. THE CONTRACTOR SHALL COMPLY WITH ALL THE ACHD DRAWING DETAIL 7 FOR UTILITIES CROSSING REQUIREMENTS FOR STORM WATER DISCHARGE SEEPAGE BEDS. ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP PLAN PREPARED FOR THIS SITE, REGULAR SITE N INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE z SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN 0 THE NPDES GENERAL PERMIT. Lu cn Lu w 6"PI 6"PI 6"PI 6"PI -6"PI "PI 6"PI 6"PI 6"PI TOP T 6"PI 6"PI 6"PI -6" I[-6"PI 6"PI 6"PI 6"PI "PI 6"PI 6"PI 6"PI I 6'PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI OP 1 5 96.0' 18" ADS N-12 HP 6"Pi 6"PI 6"PI �- x x x x a TOE TOE 0 0.00% a� SDMH #7 � EG- x x X O I 39 48"0 SDMH FLAT TOP a. RIM:2681.08 EG EG EG m I$ SUMP:2673.65 a I j INV IN:2676.50 18" (S) BLOCK 1 N 6"PI 6"PI 6"PI I INV IN:2676.75 15" (SW) 37 36 35 34 33 32 31 a INV OUT:2675.65 18 (N) O O O O O 30 29 28 27 26 25 24 23 22 21 33.3' 18" ADS N-12 HP vs °c ® 2.41% .o INV OUT:2677.80 18" (NW) 40 INLET #8 �, - I SDMH #4 INLET #2 ACHD SD-604A, TYPE IV 76.3' 15" ADS N-12 HP I 35.0' 18" ADS N-12 HP SDMH SDMH FLAT TOP ACHD SD-604A, TYPE IV N RIM:2680.35 I a 0 0.80% N 0 0.41% I , RIM:2681.69 RIM:2682.22 SUMP:2676.35 I SDMH #5 SUMP:2675.57 SUMP:2678.22 INV OUT:2677.35 12" (S) �301 301 I 48"0 SDMH FLAT TOP INV IN:2677.82 15" (E) INV OUT:2679.22 12" (S) Q25=2.17cfs Q100=3.04cfs RIM:2681.02 INV IN:2677.82 15" (S) Q25=1.33cfs dot - dot - -SUM P:2674.78 INV OUT:2677.57 18" (W) Q100=1.86cfs z 15.8' 12" ADS N-12 HP INV IN:2676.78 18" (E) 15.7' 12" ADS N-12 HP N 20.8' 12" ADS N-12 HP z 0 0.22% INV IN:2677.28 12" (S) 0 0.22% ® 0.22% O 42 (N) SDMH #6 38( a N IN OUT:2676.78 18" 161.8' 15" ADS N-12 HP DIVERSION BOX #4 n N U@ 0.69% RIM: 2686.48 (N) N N N RIM: 2686.51 (S) o � N - z 48"� SDMH FLAT TOP w iz"w iz"w 12"w 12"w 12"W 12" i "w z'w �2"w 12" 12"W iz"w ; 12"w 12"w �2"w 12"w iz"w "w s" _ WEIR: 2684.11 > RIM:2680.62 �• INV IN: 2682.71 12" (E) s w s W INLET #17 w s s _ Q SU31 12"5(N) q 1s"SD 18"SD 15"SD 15' L15"g W. DALRYMPLE LN. L _ _ � ACHD SD-601, TYPE I J INV IN:2677.31 12" (N) s a"� 3 INV OUT: 2682.71 12" (W) INV IN:2677.31 12" (S) a o 8"s 8"s 8"s s"s �8"sue s"' s"s s' L s"s 's "s 8"s s"s RIM:2685.82 8"s s"s s s"s s"s a" a °a ed F INV OUT: 2682.35 12" (S)I"s a"s s SUMP:2681.76 s"s s"S m INV OUT:2677.06 15" (NE) INLET #4 129.5' 18" ADS N-12 HP ACHD SD-601, TYPE I SDMH #1 10.7' 12" ADS N-12 HP � 0 0.61% l8f INV IN:2682.76 12" (E) D 43 RIM:2681.20 �, 48"� SDMH FLAT TOP 6.5' 12" ADS N-12 HP 0 0.22% INV OUT:2682.76 12" (W) (� z 43.5' 15" ADS N-12 HP SUMP:2677.20 RIM:2682.48 V) 0 0.22% INLET 7 3 Q25=0.28cfs `� Q W # 5 0 0.21% d �a, INV OUT:2678.20 12" (W) SUMP:2676.93 ACHD SD-601, TYPE I Q25=0.76cfs INV IN:2679.18 12" (N) SDMH #13 Q 100=0.39cfs S RIM:2680.35 INLET #5 48"0 SDMH FLAT TOP Q100=1.06cfs INV IN:2679.18 12" (S) I � ^ W 62 84 ACHD SD-601, TYPE I RIM:2686.43 SUMP:2676.34 INV OUT:2678.93 15" (W) INV OUT:2677.34 12" (N) 45.0' 12" ADS N-12 HP RIM:2681.20 9 86 SUMP:2679.85 °0 INLET #16 z Q25=1.16cfs 0 1.70% SUMP:2677.20 10.7' 12" ADS N-12 HP ACHD SD-601, TYPE I 0 Q100=1.62cfs/ 15.8' 12" ADS N-12 HP INV IN:2682.70 12" (E) RIM:2685.82 z 0 INV OUT:267 Q20 0.7 (E) 0 0.22% O O INV OUT:2681.85 18" (S) - O44 s � Q25=0.77cfs ® 0.22% 92 93 SUMP:2681.82 INLET #6 Q100=1.07cfs 85 SDMH #3 87 88 89 I 90 I 91 # 94 95 96 g7 gg s INV OUT:2682.82 12" (W) 5 63 ACHD SD-603, TYPE III INLET 9 99 G �c 48"0 SDMH FLAT TOP INLET #1 OCA 00 Q25=0.78cfs RIM:2681.05 m ACHD SD-603, TYPE III cn ^-' Q100=1.08cfs � N 5 83 RIM:2681.47 _ SUMP:2677.05 ei � ACHD SD-601, TYPE I RIM:2683.62 10.8' 12" ADS N-12 HP 00 SUMP:2675.91 RIM:2682.22 Q W SUMP:2679.62 v v z I W 3 INV OUT:2678.05 12" (N) 0 0.32% INV IN:2678.16 12" (W) SUMP:2678.21 ( INV OUT:2680.62 12" (S) 68.9' 18" ADS ®102pHH� 2 0 0.22%" ADS N-12 HP LL C Q25=1.08cfs C INV IN:2678.16 12" S) INV OUT:2679.21 12" N) Q25_ Q100=1.51cfs w_ ( ) Q10012 58cfs 62.0' 12" ADS N-12 HP � INV IN:2678.16 12" E Q25=0.70cfs Q � a Q100=0.98cfs I I � 11 CD 86.0' 12" ADS N-12 HP INV OUT:2677.91 15" (N) 0 0 00% 12 45 00 Z 0 0.53% ea @ 0. 12" ADS N-12 HP 0 J s 64 O 0 0.22% = 5 z 82 s 5 3 5 '� INLET #18 _ 3 ACHD SD-601, TYPE I z J a SDMH #2 6"PI 6"P\-SUMP:2677.87 R"PI a"Pi DIVERSION BOX #1 11.5' 12" ADS N-12 HP 4 RIM:2686.05 W 6' I 0 0.22%' i 6"PI 6"PI �"PI 6" I 6"PI 6"PI SUMP:2682.05 U 48"0 SDMH FLAT TOP 6"PI INLET #3 RIM: 2683.94 (N) ° RIM:2682.01 l8E ACHD SD-603, TYPE III RIM: 2683.97 (S) SDMH #8 69.0' 12" ADS N-12 HP ^° INV OUT:2683.05 12" (S) SUMP:2676.62 3 0 0.00% RIM:2682.04 WEIR: 2681.21 48"0 SDMH FLAT TOP 6 PI 6" I-Q25=0.47cfs 46 s 65 INV IN:2678.62 12" (E) A INV IN: 2680.57 12" (N) RIM:2684.01 75.9' 18" ADS N-12 HP I I Q100=0.65cfs J 81 s INV OUT:2678.87 12" (W) INV OUT: 2680.57 12" (E) SUMP:2677.69 I J a N INV OUT:2678.62 12" (N) Q25=0.61 cfs INV OUT: 2680.19 12" (S) INV IN:2680.54 12" (W) 0 0.00% I I N M Q100=0.85cfs s INV OUT:2679.69 18" (S) z a w 102 103 I 104 105 106 10 Iv v I O I O O O O O ^? I z w 114 115 116 117 118 I pi 00 8"W „�'� 8„w s„w 8„N 50.0' 12" ADS N-12 HP v 65.9' 18" ADS N-12 HP 1 51.5' 12" ADS N-12 HP a N a ? 0 0.50% 59.0' 12" ADS N-12 HP / 0 0.00% SDMH #15 v l 0 0 22% O E � 66 `° gp s cn 0 0.00% 48"2 SDMH FLAT TOP 47 RIM:2687.63 1 E. HILL PARK LN. 0 1 - d CD 0 3 SUMP:2679.88 I j _00 U a N z °° / / 5 \ INV IN:2682.73 12" (E) i e"s- w INV OUT:2681.88 18" (N) s INLET #19 w vi N `� `� 2 N V)s ACHD SD-601, TYPE I LL 3 a 12" SUMP62681 93 - s O O O s 3 86.05 s s s s s 8's 8's s�s a"s ? 8's 8"s 8"s s"s s s„s s» s»s s" s»s s's a 12'W 12"W 12„w 67 73 79 s J �s,.S $..A - 8„S 5 o �� -��W W W w w 113 w 6.5' 12" ADS N-12 HP w INV OUT:2682 93 12" (S) z 0 0.22% w -12 s i t s 12' 4N �� 3 �� w W Q25=0.72cfsto \ O DIVERSION WBOX #5 w Q 100=1.00cfs \ U C 3 00 SA °� RIM: 2687.41 (N) � 19:_ \ 0° / / RIM: 2687.45 (S) 80.3' 12" ADS N-12 HP �30 22% ADS N-12 HP s 68 a 78 s .50 108 INV IN: 268000 I32 12$'4(E) i 0.22% SDMH #14 I O a 48 s INV OUT: 2682.75 12" (W) s 48"0 SDMH FLAT TOP E N G I N E E R I N G o 00 INV OUT: 2682.38 12" N aO 3 RIM:2686.61 N 3 00 W ( ) 'Co 149 SUMP:2680.92 9233 WEST STATE STREET ( ) PHOINE(08)6 936939 O o 714 w 119 120 121 122 123 INV IN:2682.92 12" N z INV OUT:2682.92 12" W N kmengllp.com s 69 77 s BLOCK 1 3 109 A m O 3 00 a oo 3 DESIGN BY: LCK ro } DRAWN BY: LCK/SRM 49 s 101 W 3 _ w 3� 100 s 148 CHECKED BY: LCK Q z ID o cl 00 I I A 00 z DATE: MAY 2020 z zPROJECT: 20-031 c o SHEET NO. c s V Lu m o o i d SHEET NOTES AL _j W _ A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �c�SS\oOENS z z s s NOTES. cD SDMH #9 B. SEE SHEETS C4.2 - C4.3 FOR STORM WATER DETAILS. g ro Ln 48"0 SDMH FLAT TOP " " "� ro 6"PI 6"PI 6"PI r"PI 6" I 6"PI 6"PI - 16860 Q < 3 RIM:2684.70 5 3 147 C. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON 00 � � p 00 SUMP:2677.76 s v' S/7/20 0 INV IN:2680.61 12" (S) 54.0' 12" ADS N-12 HP 130 SHEET C4.0. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR �9 Q s 111 ADDITIONAL GROUNDWATER INFORMATION, REFER TO THE "9 /F 71 a 75 s INV OUT:2679.76 18" (E) ® 0.00% -I "BAINBRIDGE FINAL 2019 MONITOR DATA" PREPARED BY 0 OF w `n 3 Zzw .8' 12" ADS N-12 HP 60.9' 18" ADS N-12 HP- DIVERSION BOX #6 NRS, DATED OCTOBER 14, 2019. THE DESIGN ��/�/ C. DIVERSION BOX #2 @ 0.22% C�? 0.00% RIM: 2686.70 (N) INFILTRATION RATES ARE BASED ON THE "LIMITED a0 40 RIM: 2684.71 (W) 106.9' 18" ADS N-12 HP I RIM: 2686.57 (S) GEOTECHNICAL ENGINEERING REPORT - BAINBRIDGE I 0.00% 124 125 126 127 128 129 I� s WEIR: 2684.04 SUBDIVISION NO. 11" PREPARED BY MTI, DATED JANUARY RIM: 2684.73 (E) 1 (o l INV IN: 2682.42 (W) 3, 2020. WEIR: 2682.57 00.0' 12" ADS N-12 HP INV IN: 2680.62 12" (S) © 0.00% 112 s 3 y INV OUT: 2682.09 (N) 146 72 74 s"PI s"Pi s'PI s"PI s"PI O 24.1' 12" ADS N-12 HP I D. PROVIDE WATER-TIGHT SEALS AT PIPING s O O INV OUT: 2680.62 12" (N) I ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, 0.22% 00 °° INV OUT: 2680.26 12" E - -- ,----- I ( ) 5 I 5 AND MANHOLES. RRI INLET #21 6"PI 6"PI VIRRI 6' ACHD SD-6 IN TYPE I E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE ' 12" ADS N-12 HP �� RIM:2685.55 00 COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF ROW OR WHERE COVER IS GREATER THAN 2 FEET THE w �, .49 � ® 0 22% 8� s'w a'w a°w s"w a"w a" a"w a"w a"w a"w _INV OUT:2682.49 12' 1(N) STORM PIPE SHALL BE ADS N-12 HP PIPE OR a N11 s"w 8"w 8"w s"w s"w 8"w 6"w 1Z R^w - 145 APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN INLET 11 s"w s"w w s"w 8..w 6.5' 12" ADS N-12 HP LESS THAN 5-FEET OF SEPARATION BETWEEN Q25=0.28cfs � 0.22% � STRUCTURES. ACHD SD-603, TYPE III W. MACUMBO LN. Q100=0.40cfs s s s"s s"s s"s s"s s"s s"s RIM:2683.73;"s - d s"s s s "s s"s s a"s s" "s a"s a"s a"s a" a"s s" a"s s"s s" "s s 8 s F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC - SUMP:2679.67 � � � � 61 INV IN:2680.67 12" (S) SDMH #16 STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. s 27.7' 12" ADS N-12 HP 5 48"0 SDMH FLAT TOP STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC � INV OUT:2680.67 12" (N) � ® 0.22% �, �, �, 26.5' 12" ADS N-12 HP s RIM:2686.66 RATED LIDS UNLESS OTHERWISE SPECIFIED. 4 _ cs _ N C�? 0.22% SUMP:2679.59 Q100=0.80cfs INLET #10 T144 G. THE CONTRACTOR SHALL COMPLY WITH ALL THE `' �s 39: ACHD SD-604A, TYPE IV INLET #20 INV IN:2682.44 12" (S) O REQUIREMENTS FOR STORM WATER DISCHARGE 5 5 cc RIM:2683.73 ACHD SD-604A, TYPE IV INV OUT:2681.59 18" (N) N a VSUMP:2679.73 RIM:2685.55 INV OUT:2682.44 12" (E) ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDESz s IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP � INV OUT:2680.73 12" (N) SUMP:2681.55 PLAN PREPARED FOR THIS SITE, REGULAR SITE 5 s Q25=0.77cfs INV OUT:2682.55 12" (N) INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE cn 2 60 Q 100=1.08cfs w Q25=0.62cfs THE NPDES GENERAL PERMIT. a 3 Q100=0.87cfs SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN Lu 00 a 132 133 34 135 136 137 138 139 140 141 142 143 H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND ACHD. INLET #12 3 ACHD SD-604A, TYPE IV I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 00 RIM:2683.51 6"Pi 6"PI DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN FL SUMP:2679.51 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER e INV OUT:2680.51 12" (SW) PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH 51.5 12" ADS N-12 HP Q25=0.92cfs a SECTION 8018 OF THE ACHD DEVELOPMENT POLICY © 0.22% 3 Q100=1.28cfs `° MANUAL AND ISPWC SD-623. Co J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, SDMH 11 2. s"PI s"PI s"PI s"PI s"PI s"PI s"PI s"PI s"P s"PI s"PI s"PI s"PI s"PI s"PI s"PI s"PI s"PI THE CONTRACTOR SHALL CONFORM TO THE STANDARDS o 48"� SDMH FLAT TOP 22.0' 12" ADS N-12 HP RIM:2684.37 ® 0.22% SUMP:2677.50 SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF / INV IN:2680.35 12" (NE) THE ACHD STORMWATER GUIDELINES. zrr INV OUT:2679.50 18" (S) 8'w SDMH #10 K. INSTALL STORM DRAIN MANHOLES PER ACHD SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED e 48'0 SDMH FLAT TOP CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE INV OUT:2680.35 12" (W) RIM:2683.74 s"w s"w a"w a"w a"w a"w a"w "�CC a"w a"w a"w a"w 8"w 8"w s"w s"w 8"w a"w a"w a"w INLET #14 ACHD SD-601, TYPE I �� by SUMP:2678.46 W. ROCKHAMPTON ST. SECTION. ALL MANHOLES SHALL BE HS-25 RATED. 7.1' 12" ADS N-12 HP INV IN:2680.46 12" NE W. ROCKHAMPTON CT. RIM:2682.70 �Q� 0 22% ( ) L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 SUMP:2679.73 s INV 0 T:2 0.46 12" (S) a"s a's a's a's a's s"s s"s s s"s s"s "s s's s"s s"s s"s s"s s's s"s s"s s"s s"s INV OUT:2680.73 12" (S)- "PI 6"PI �� INV OUT:2680.46 12" (SW) AND 8200 OF THE 2017 ACHD POLICY MANUAL. Q25=0.72cfs 5 DIVERSION BOX #3 s� Q100=1.01 cfs RIM: 2684.24 (W) co 1 0 M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE c RIM: 2684.29 (E) LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE WEIR: 2682.19 ELEVATION PER THE INTERNATIONAL BUILDING CODE, N INV IN: 2680,33 12" (E) � 9.3' 12" ADS N-12 HP 00 INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN INV OUT: 2680.00 12" (S) 0.40% °� REQUIREMENTS. O � 2 INLET #13 W. ROCKHAMPTON ST. @ 0 ACHD SD-604A, TYPE IV N. REFER TO THE CITY OF MERIDIAN DRAWING W7 AND Z .22%12" C900 RIM:2683.51 ui ACHD DRAWING DETAIL 7 FOR UTILITIES CROSSING INLET #15 0. SUMP:2679.50 °' Q SEEPAGE BEDS. O ACHD SD-601, TYPE I INV OUT:2680.50 12" (N) p Co RIM:2682.70 5.3' 12" C900 `° N QsQ25=1.52cfs z _ SUMP:2679.61 ® 0.22% J 2 Q100=2.13cfs BLOCK3 Q o O INV IN:2680.61 12" (N) 28.5' 12" C900 O O O O � O1 O O3 O O O KEYNOTES ® > ZQ INV OUT:2680.61 12" (S) 0.36% Q25=0.64cfs Q Q100=0.89cfs 95.1' 18" ADS N-12 HP vi 1. SB #3 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 J 5 ® 0.00%-� (95'L x 15.0'W x 4.0'D) m � 92.6' 12" ADS N-12 HP SDMH #12 � � O rn, ® 0.00% 00 2. SB #4 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 ACHD SD-601, TYPE I fi Q q� (89'L x 26.5'W x 4.0'D) (� = z RIM:2683.25 3. SB #7 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 Q w SUMP:2678.60 d d0i d�9P �� d d d d d d d d d d d d d d d d � d d d S d d d d d d d d d d d_ (49'L x 16.5'W x 4.0'D) G INV IN:2680.60 12" N II II ^ LJ..I 6'PI 6'PI "PI 6"P 6"PI�6" I 6"PI�6"PI 6'PI 6"pl 6"PI L-wI 6 1 6"PI�16 -6"PI "PI 6"pl 6"PI 6"PI�6"PI 6"PI�6"PI 6'PI 6"PI�6"Por-INV OUT:2680.60 12" (SE) 4"PI 4"PI 4"PI 4 I T 4"PI 4"PI 14"PI 4" 4'PI 4"PI 4"PI 4"PII'M 4"PI 4"PI 4"PI- 4"PI I 4 I 4"PI 4"PI 4'PI 6"PI�6"P 6"PI 6"PIT6"PI 6"PI 6"PI - 4. SB #8 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 O z Q25=cfs I Q100=cfs s (48 L x 14.0'W x 4.0'D) z Q O 5. INSTALL GROUND WATER OBSERVATION WELL PER ACHD C SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION G BED 5' FROM THE END AND OUTSIDE OF BED A MINIMUM G OF 50' FROM THE PERIMETER OF THE BED. Q uj 6. INSTALL INFILTRATION BASIN POND #2 PER SHEET C4.3.LA L DIVERSION BOX #7 RIM: 2688.74 (N) I z z RIM: 2688.76 (S) I Lu WEIR: 2685.60 INV IN: 2684.87 (E) I W J INV OUT: 2684.87 (W) INV OUT: 2684.60 (S) I INLET #23 X I ACHD SD-601, TYPE I _ 5.3' 12" ADS N-12 HP RIM:2687.98 0 22� I SUMP:2683.90 INV IN:2684.90 12" (E) o I INV OUT:2684.90 12" (W) z a SDMH #17 Z 48"0 SDMH FLAT TOP Q25=0.25cfs O � RIM:2688.82 Q 100=0.36cf INLET #22 U D SUMP:2682.10 ci 9 6 INV IN:2684.85 12" (E) ACHD �HD68 D 9801, TYPE I INV OUT:2684.10 18" (S) SUMP:2683.98 INV OUT:2684.98 12" (W) o a III I Q25=0.30cfs 18 cO I,II I l8E Q100=0.42cfs III 0 59.7' 18" ADS N-12 HP o w a 0.00% i ;� 33.5' 12" ADS N-12 HP z 1-II ® 0.22% N 53.0' 18" ADS N-12 HIP l i O @ 0.00% a pV 17.5' 12" ADS N-12 HP U �} I ® 0.22% I I�� a 5 0 A ILL v E N G I N E E R I N G o 9233 WEST STATE STREET BOISE,IDAHO 83714 O o > W PHONE(208)639-6939 o < kmengllp.com00 z ti a UO DESIGN BY: LCK LA DRAWN BY: LCK/SRM 3 16 Q 0 40 80 120 CHECKED BY: LCK Q o vi 00 Ci Ci Plan Scale: 1" =40' DATE: MAY 2020 z h Z o PROJECT: 20-031 c Z SHEET NO. _G Q co m J C4. 1Lu O F,SS\pNAL fNC LEGEND �aF ��CENSFO �y �i WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 0 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED Q O FINISH GRADE (D CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 517120 2 O 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER �� o Q O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- y 9rF ��P v CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS C� OF l` 1=III-II-1 >_ 0 PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY USE 4" PIPE III-III=III II_=III- _ NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK lal� IIIIIII�II E •�°,Q.°,e a II-II ll, III-1T 3 00 POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES `- PIPE SIZE PER PLAN PIPE SIZE PER PLAN TES: s A 3 NOTES: GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR 1000 GALLON SEDIMENT BOX. � PLAN CONCRETE COLLAR OLDCASTLE, OR APPROVED F � STORM DRAINAGE FACILITIES EQUIVALENT. N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS Q 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD S D- -SDI w 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION a p w PIPE SIZE PER PLAN O Q �� O m 1000 GALLON SEDIMENT BOX. o OLDCASTLE, OR APPROVED EQUIVALENT. PIP�N SIZE PER z ' SEE PLAN SHEETS FOR LOCATIONS, X ELEVATIONS, AND ADDITIONAL Lilii 11 INFORMATION. c Q N Lu 6 SECTION CONCRETE COLLAR 0 > N.T.S. > w a w I- w 5" THICK CONCRETE WEIR. ELEVATION PER PLAN. 9 DIVERSION BOX (1000 GALLON SEDIMENT BOX) NTS 8„ o SECTION N.T.S. 2017 ACHD REVISION 2017 ACHD REVISION N IDAHO STANDARDS STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER FOR PUBLIC WORKS GROUNDWATER O CONSTRUCTION OBSERVATION WELL SD- 627 CONSTRUCTION OBSERVATION WELL SD- 627 z (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 z 0 V) Ln > z Q M J 12"0 PERFORATED ADS N-12 HP. m TRANSITION 5' IN BED NO TREES ARE ALLOWED WITHIN 0 NON-PERFORATED TO z 10' OF THE OUTSIDE PERIMETER z = 12"0 ADS N-12 PERFORATED PIPE 5 OF THE SEEPAGE BED. C) z HP PER PLAN F--A 50' ELEV. - "A" (MIN.) uj GROUND WATER b = S OBSERVATION WELL MIN. KEY 0 4 0o G 1. ISPWC 801 OR ASTM C33 FILTER SAND. WRAP WITH WOVEN FABRIC ELEV. - "B" 2Q 4 ^ Lu J PER ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 DETAIL 10 SD 1 -------- --------- GROUND WATER BMP IM 0 z Q O OBSERVATION WELL #2 2. A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE ELEV. - "F" 1 � DIVERSION BOX L - - - - J a WITHIN LANDSCAPE AREAS. A MINIMUM OF 1.0-FT COVER FROM TOP ELEV. - "C" z Q O ILILJ OF BED TO PAVEMENT SUBGRADE. UNDER PAVEMENT, BACKFILL OVER 9 Q N BED TO SUBGRADE WITH 6"-8" MINUS PITRUN AND INSTALL WOVEN $ 3 5 C BE_j GEOTEXTILE FABRIC OVER TOP OF BED. ELEV. - "E" 18"0 a m MAX. HSGW ADS N-12 HP >� 3. 3/4" - 2" ANGULAR ROCK. = OR ROCK = 4. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD ELEVATION Q LLI -------- --------- o STORMWATER DESIGN GUIDELINES DETAIL BMP 04. STORM MANHOLE�' ® --------- 5. 30 MIL PVC LINER. 7;��ELEV. - "D" ------- 6. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. g 7 1.5' 7. EXTEND 2' (MIN.) INTO FREE DRAINING MATERIAL. 15 PERFORATED ADS N-12 HP. 8. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN GUIDELINES DIMENSION DIMENSION 0 TRANSITION 5' IN BED NON-PERFORATED TO SECTION 8200 DETAIL BMP 04. OVERLAP MINIMUM OF 1-FT TOP AND PERFORATED PIPE ��A SIDES ONLY. W1 W2 LENGTH VARIES PER TABLE 9. 12" 0 PERFORATED BYPASS PIPE. INSTALL PERFORATIONS PER ACHD WIDTH VARIES PLAN VIEW STORMWATER DESIGN GUIDELINES DETAIL BMP 04 PER TABLE z W WATERTIGHT CONNECTION U SECTION VIEW A-A 0 18"0 PERFORATED ADS FINISH GROUND N-12 HP GENERAL NOTES J 18" ADS CAP A. THE DESIGN INFILTRATION RATES AND APPROXIMATE GROUNDWATER ELEVATIONS ARE BASED ON THE J N STORM MANHOLE "LIMITED GEOTECHNICAL ENGINEERING REPORT - HILL'S CENTURY FARM NORTH SUBDIVISION" PREPARED N BY MTI, DATED JANUARY 21, 2020. THE APPROXIMATE GROUNDWATER ELEVATION DEPTH BELOW 2 u EXISTING GROUND IS APPROXIMATELY 7.5' OR GREATER. -------- ------- - B. ALL MANHOLES AND DIVERSION BOXES SHALL BE HS25 OR GREATER LOAD RATED. o C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. z PVC PERFORATED PIPE (GROUND WATER D. BED WIDTH SHALL REMAIN CONSTANT.OBSERVATION WELL) PER SD-627. PIPE SHALL 0 W PROFILE VIEW E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS _ g ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT o NOT PENETRATE PVC LINER. FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR U RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. W F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. �? G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL o BE INSTALLED PER ACHD REQUIREMENTS. NO PENETRATIONS OF BED LINER WILL BE ALLOWED. o H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE u FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR o PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. z a I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE O o ACHD INSPECTOR PRESENT. 0 N n N SEEPAGE BED TABLE lcm 0 2 BED LENGTH DIMENSION W1 DIMENSION W2 BED WIDTH AVG. BED 100-YR VOLUME DESIGN INFILTRATION L.L G SEEPAGE BED (FT) (FT) (FT) (FT) DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" ELEVATION "E" ELEVATION "F" GROUND WATER EL. PROVIDED (CF) RATE (IN/HR) E N G I N E E R I N G 9233 WEST STATE STREET Ili �9 SB #2 54 16.75 9.75 26.5 4.0 2683.98 2681.71 2679.69 2677.21 2677.11 2680.19 2676.8 3,079 8.0 BOISE,IDAHO 83714 0 PHONE(208)639-6939 SB #3 95 9 6 15.0 4.0 2684.67 2683.07 2679.76 2677.57 2677.47 2680.26 2677.1 2,979 8.0 kmengllp.com z SB #4 89 16.5 10 26.5 4.0 2684.18 2682.69 2679.50 2677.69 2677.59 2680.00 2677.2 5,089 8.0 ti DESIGN BY: LCK SB #5 57 10 6.5 16.5 4.0 2686.52 2684.61 2681.85 2679.41 2679.31 2682.35 2678.9 1,979 8.0 DRAWN BY: LCK/SRM 3 SB #6 64 10 6.5 16.5 4.0 2686.79 2685.00 2681.88 2679.50 2679.40 2682.38 2679.0 2,212 8.0 CHECKED BY: LCK Q o SB #7 49 10 6.5 16.5 4.0 2686.78 2684.54 2681.59 2679.54 2679.44 2682.09 2679.0 1,698 8.0 DATE: MAY 2020 z h SB #8 48 8.3 5.7 14.0 4.0 2688.76 2686.10 2684.10 2682.10 2682.00 2684.60 2680.7 1,035 8.0 PROJECT: 20-031 SHEET NO. SEEPAGE BED DETAIL #1 J V Lu NTS m 0 o i d INFILTRATION BASIN (POND #1) O SHEET NOTES KEYNOTES ® AL Sao f o A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY 1. INSTALL INFILTRATION BASIN PRIMARY POND #1 ® NOTES. TOTAL PRIMARY VOLUME = 16,123 CF (PROVIDED) �p� �CENSE 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6'PI- (WS=2679.5) 77.00 B. SEE SHEET C4.2 FOR STORM WATER DETAILS. TOTAL PRIMARY VOLUME = 15,535 CF (REQUIRED) T-E)P TOP FG A -DESIGN INFILTRATION RATE=8.00 IN/HR 16860 - C. THE DESIGN INFILTRATION RATES AND APPROXIMATE 80.00 GROUNDWATER ELEVATIONS ARE BASED ON THE "LIMITED 5/7/20 �o \ GEOTECHNICAL ENGINEERING REPORT - HILL'S CENTURY 2. INSTALL INFILTRATION BASIN PRIMARY POND #2 "9 9lF Apr v FARM NORTH SUBDIVISION" PREPARED BY MTI, DATED TOTAL PRIMARY VOLUME = 2,618 CF (PROVIDED) �,5, OF JANUARY 21, 2020. THE APPROXIMATE GROUNDWATER (WS=2683.0) N C.F--RIE- ELEVATION DEPTH BELOW EXISTING GROUND IS TOTAL PRIMARY VOLUME = 2,547 CF (REQUIRED) 4@) APPROXIMATELY 7.5' OR GREATER. -DESIGN INFILTRATION RATE=8.00 IN/HR / I ri D. PROVIDE WATER-TIGHT SEALS AT PIPING 0 co ENTRANCES/EXITS FOR SAND AND GREASE TRAP AND 3. INSTALL METAL END SECTION AND TRASH RACKS FOR a N N co co ( CATCH BASINS. POND OUTFALL WITH RIPRAP (8" ANGULAR STONE) N N OUTLET I N PER ISPWC - LINE RIPRAP r a � � E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE MAN I WITH NON-WOVEN GEOTEXTILE COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF FABRIC PER ACHD REQUIREMENTS AND OVERLAP (1-FT ri o ROW OR WHERE COVER IS GREATER THAN 2 FEET THE MIN.). If N STORM PIPE SHALL BE ADS N-12 HP PIPE OR INV. IN: 2677.00 (18" ADS) rn r- ao o I APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN w I° � � I a LESS THAN 5-FEET OF SEPARATION BETWEEN 4. INSTALL METAL END SECTION AND TRASH RACKS FOR a PI N N N N I STRUCTURES. POND OUTFALL WITH RIPRAP (8" ANGULAR STONE) o J � ri �/ OUTLET PROTECTION. LINE RIPRAP BOTTOM AND SIDES A /j 0/ C900 INFILTRATION BASIN (POND #2) O2 F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC WITH 8 OZ NON-WOVEN GEOTEXTILE FABRIC PER ACHD AL STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. REQUIREMENTS AND OVERLAP (1-FT MIN.). 0 @ 0. 12" STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC 36% / INV. IN: 2680.50 (12" C900) 33.3' 18" ADS N-12 HP 83.50� RATED LIDS UNLESS OTHERWISE SPECIFIED. @ 2.41% FG B G. THE CONTRACTOR SHALL COMPLY WITH ALL THE SDMH #7 lezlk 0- TOP 80.50 REQUIREMENTS FOR STORM WATER DISCHARGE 62' / 48"0 SDMH FLAT TOP /SOP FG ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP ( / RIM:2681.08 To PLAN PREPARED FOR THIS SITE, REGULAR SITE N SUMP:2673.65 TOP�TOP- INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE ZO 3 INV IN:2676.50 18" (S) e SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN INV IN:2676.75 15" (SW) SDMH #12 joE THE NPDES GENERAL PERMIT. cn 2 w ACHD SD-601, TYPE I INV OUT:2675.65 18" (N) / �? > w RIM:2683.25 TOE d H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ~ Lu INV OUT:2677.80 18" (NW) SUMP:2678.60 T TOE 61.4' TOE TOE o \ I ENGINEER AND ACHD. INV IN:2680.60 12" (N) 2681 / 78• INV OUT:2680.60 12" (SE) I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 2682 Q25=cfs 4 DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN Q100=cfs °° 2683 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER APPROXIMATE 100-YEAR WATER d d a d d-- map d °P d PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH SURFACE ELEVATION: 2679.5 2684 SECTION 8018 OF THE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. .a B J. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 "PI 4"PI 4"PI 4"PI 4"PI -4 Pi 4"PI 4"PI 4"PI 4"PI 4"PI AND 8200 OF THE 2017 ACHD POLICY MANUAL. 1y.g0 3 N APPROXIMATE 100-YEAR WATER 10, SURFACE ELEVATION: 2683.5 0 z �12'W 12"W �3Y�`� 12'W 12"W :12:"W 12 12"W 12"W 1 Lo INFILTRATION BASIN PLAN (POND #1) INFILTRATION BASIN PLAN (POND #2) SCALE: 1 "=20' SCALE: 1 "=20' INFILTRATION BASIN POND NOTES: 1. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM. SLOPES SHALL HAVE IRRIGATED TURF GRASS AS SPECIFIED PER THE LANDSCAPE PLANS. NO IRRIGATION ON BASIN FLOOR. NO WOODY VEGETATION BELOW 100-YEAR SURFACE OR WITHIN 10' OF EMBANKMENT SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD STORMWATER MANAGEMENT N BASIN REVEGETATION GUIDANCE MANUAL AND SPECIFIC BMP'S FOR ADDITIONAL VEGETATION REQUIREMENTS. 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE AFTER CONTRIBUTING O DRAINAGE AREA HAS SITE SEDIMENT & EROSION CONTROL MEASUREMENTS IN PLACE.. 3. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL. TOPSOIL SHALL BE z STOCKPILED AND USED AT FINAL GRADING TO ESTABLISH VEGETATION. 4. FILL MATERIALS FOR EMBANKMENT SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, SC, CH, OR CL AND MUST HAVE z AT LEAST 30% PASSING THE #200 SIEVE. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL. EMBANKMENT FILL SHALL MEET ISPWC CLASS C COMPACTION REQUIREMENTS. CONSIDERATION MAY O BE GIVE TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF DESIGNED BY A GEOTECHNICAL ENGINEER. 5. ALL PIPE OUTLETS TO BASINS SHALL BE UNEXPOSED AND FULLY BURIED WITH METAL END SECTION TO PREVENT (/) Ln DEGRADATION OF THE PIPE FROM WEATHER. - z 6. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. > 7. SEE SHEET TABLE 1, SHEET C4.0, FOR GROUNDWATER INFORMATION. - Q ELECTRONIC MARKER (TYP.) 4 PLACES, 8. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE ANTICIPATED M J COORDINATE WITH ACHD INSPECTION FOR SEASONAL HIGH GROUNDWATER ELEVATION. PLACEMENT PRIOR TO BACKFILLING m I~A 0 APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2679.5 z 0.5' FREEBOARD MIN. � 5' - TOP OF BANK WIDTH PER PLAN L u J LL'w ELEVATION 2680.0 �J m GROUND WATER 5 LF OF 18"0 O (/) 2.5' O z > Q OBSERVATION WELL ADS N-12 HP 1,000 GALLON TOE ELEVATION TOE ELEVATION DIVERSION BOX PER DETAIL, 770 7O I \\\ z Q O Q --------- ------- 50' MIN. INSTALL STANDARD TOPSOIL _ _ _ _ _ _ _ _ _ _ _ _ _ \\ Q w 18"0 PERFORATED ADS N-12 HP. AND SOD ON SIDE SLOPES TRANSITION 5' IN BED NON-PERFORATED TO AND ALONG POND BOTTOM �� /�� /\\\/ LL PERFORATED PIPE z OUTSIDE OF SAND WINDOWS. / / / / / /SEASONAL o ELEVATION H 673 IGH GROUNDWATERj/ \ in NO TREES OR �n in / / \\ r7 SHRUBS OVER // Lo ELEV. - "A" (MIN.) BEDS. 1 �A FILTER SAND 0 KEY 4" MIN. TOPSOIL OR AMENDED Z LENGTH VARIES PER TABLE ELEV. - "B" Q3 1. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN GUIDELINES NATIVE MATERIAL WITH VEGETATION. Lu GROUND WATER SECTION 8200 DETAIL BMP 04. OVERLAP MINIMUM OF 1-FT TOP U AND SIDES ONLY. NOTE: OBSERVATION WELL #2 1 " 5 - _ 9 2. ISPWC 801 OR ASTM C33 FILTER SAND. WRAP WITH WOVEN 1. REFER TO INFILTRATION BASIN PRIMARY POND NOTES, THIS SHEET. MIN. FABRIC PER ACHD STORMWATER DESIGN GUIDELINES SECTION PLAN VIEW ELEV. - C //\\ 1 8200 DETAIL BMP 04. - J m 6 -- y � I 4. 2�NDRAIN ROCK.OF - COVER FROM TOP OF BED TO FINISH GRADE. 4/ 3. INFILTRATION BASIN (POND #1) SECTION A_A N ELEV. - "D" 1.0% _ _ _ _ _ _ _ _ _ _ _ _ 8 MAX. HSGW 5. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD SCALE: NTS _ FINISH GROUND 1,000 GALLON = OR ROCK STORMWATER DESIGN GUIDELINES DETAIL BMP 04. 18"0 PERFORATED ADS DIVERSION BOX PER DETAIL, ELEVATION 6. 30 MIL PVC LINER N-12 HP THIS SHEET. LOCATIONS, z 0 18" ADS CAP ELEV. - "E" 7. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL a ELEVATIONS, AND ADDITIONAL r ENGINEER. O z ---- INFORMATION PER PLAN, THIS 1.5' 8. EXTEND 2' (MIN.) INTO FREE DRAINING MATERIAL. - ------- --- SHEET. 7 9. INSTALL CLEAN 6" MINUS PIT-RUN MATERIAL. D ------- -------- o WIDTH VARIES PER TABLE U GROUND WATER OBSERVATION PROFILE VIEW SECTION VIEW A-A APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2683.0 g WELL PER DETAIL, THIS SHEET. 0.5 FREEBOARD MIN. o OBSERVATION WELL SHALL WIDTH PER PLAN o NOT PENETRATE PVC LINER TOP OF BANK GENERAL NOTES ELEVATION 2683.5 Z a A. THE DESIGN INFILTRATION RATES AND APPROXIMATE GROUNDWATER 2 5' O ELEVATIONS ARE BASED ON THE "LIMITED GEOTECHNICAL ENGINEERING TOE ELEVATION TOE ELEVATION REPORT - HILL'S CENTURY FARM NORTH SUBDIVISION" PREPARED BY MTI, i U DATED JANUARY 21, 2020. THE APPROXIMATE GROUNDWATER ELEVATION ��\� \ `. 7DEPTH BELOW 2680.5 2680.5 �j•1 \\ B. ALL EXISTING GROUND APPROXIMATELY IS ER MANHOLES AND GREASE SHALL BE HS25 OR a GREATER LOAD RATED. \\//�\/ /�/ /�\/�\/\ O C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. INSTALL STANDARD TOPSOIL / _ _ / \/ U- D. BED WIDTH SHALL REMAIN CONSTANT. / - _ _ _ _ _ _ _ _ _ = _ �� \\ E N G I N E E R I N G o AND SOD ON SIDE SLOPES - //�//�//�// 9233 WEST STATE STREET N E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST AND ALONG POND BOTTOM / / / / PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY �, � \\ BOISE,IDAHO83714 o EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE OUTSIDE OF SAND WINDOWS. �,// // // // PHONE(208)639-6939 O TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS /�/�/�/\\ Z _SEASONAL HIGH GROUNDWATER _� �/ kmengllp.com o REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO ELEVATION 2677.1:E- CREATE \'/ Jj\ ' SEEPAGE BED TABLE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM /�� /�� \� �� \� \�/�� \�/�� '\` DESIGN BY: LCK TO ACHIEVE THE REQUIRED INFILTRATION. � � BED LENGTH BED WIDTH AVG. BED 100-YR VOLUME DESIGN INFILTRATION F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. /� /�/� /� /�/�/� /� DRAWN BY: LCK/SRM Z SEEPAGE BED (FT) (FT) DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" ELEVATION "E" GROUND WATER EL. PROVIDED (CF) RATE (IN/HR) G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS 4" MIN. TOPSOIL OR AMENDED 3 CROSSING UNDER SEEPAGE BEDS SHALL BE INSTALLED PER ACHD NATIVE MATERIAL WITH VEGETATION. CHECKED BY: LCK Q 0 DATE: MAY 2020 SB #1 83 10 3.5 2680.10 2677.80 2675.65 2674.30 2674.20 2673.8 1,726 8 REQUIREMENTS. NO PENETRATIONS OF BED LINER WILL BE ALLOWED. 0 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS Z ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE NOTE: PROJECT: 20-031 WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE 1. REFER TO INFILTRATION BASIN PRIMARY POND NOTES, THIS SHEET. C o MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. SHEET NO. G SEEPAGE BED DETAIL #2 INFILTRATION BASIN (POND #2) - SECTION B-B J NTS C4.3Lu SCALE: NTS d SHEET NOTES z SEWER MAIN TO BE CONSTRUCTED OL J WITH HILL'S CENTURY FARM A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER f a Iz NORTH NO. 1 IMPROVEMENTS. NOTES. �p� \,\�ENS Fp I s 66 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q 0 47 �a C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 5�68686 7120 o a EXISTING SSMH #1 IN I N OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE �x !k- Q STA: 1+00.00 OFFSET: 0.00' �, ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC '9 4 \vj � � N: 690368.31, E: 2465106.01' s SD-507. C. l` tiz�N C. K�N�' „ 67 73 Co D. INSTALL STANDARD SERVICE MARKERS PER CITY OF iz s iz s iz s s 0 MERIDIAN STANDARD DRAWING SW3. - -� 3 J E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 2 9p. STA: 1+27.46 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY STA: 1+34.32 INV: 1+7. 4 68 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE qg INV: 2677.56 L: 49.0' BASED ON STUB LOCATION. STATIONING TAKEN FROM a L: 37.0' OD oo CENTERLINE OF SEWER ALIGNMENT. 2 F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM STA: 1+67.46 a 2 3 INV: 2677.90 69 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY STA: 1+82.32 I : 26 SEWER MAIN AND SHALL BE 4" DIAMETER, a SEWER ALIGNMENT "C", SEWER ALIGNMENT "F", 49 INV: 2677.75 SEE SHEET C5.2. SEE SHEET C5.5. KEYNOTES L: 37.0' 0 2 o SEWER ALIGNMENT "E", co SEE SHEET C5.2. 1. MAINTAIN VERTICAL AND HORIZONTAL + STA: 2+07.46 O O 10 z POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY INV: 2678.06 70 76 J L: 49.0' z S BLOCK 1 w OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET _j 3 " "" s"PI s"Pi 6"Pi s"Pi 6"Pi s"Pi C1.1 FOR ADDITIONAL INFORMATION. STA: 2+30.32 cn o O 2. MAINTAIN VERTICAL AND HORIZONTAL a 50 INV: 2677.94 2 N Q 01 111 125 26 127 128 129 co J POTABLE/NON-POTABLE MAIN/SERVICE OR L: 37.0' STA: 2+46.32 co p INV: 2678.22 1 z_ = SERVICE/SERVICE LINE SEPARATION PER CITY OF N a L: 49.0' cD rn 0 vi MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z N 3 O N CD 130 146 a FOR ADDITIONAL INFORMATION.bo 0 124 +ao +ao. +ap_ +00. +Oo_ STA: 2+78.32 2 o,N in o ,n o Lu � N -(o 3. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. 51 INV: 2678.14 3 C i N ai N of N of w 00 STA: 2+89.46 12 - L: 37.0' 6"PI 6"PI 6"PI 6"PI > Q> Q> F-> Q> a O INV: 2678.39 72 74 Cn? � N z _ z N z N z J + L: 49.0' �„ N M 6"PI SSMH #3 (48-INCH) 2 2 2 2 2 �, °O STA: 7+37.46 OFFSET: 0.00' STA: 3+26.32 O 52 INV: 2678.48 9 �� 2 � N. 690118.69, E: 2465495.20 � 45 O L 37.0' 2 O. $„W 6.,W $„W $„W $„W $„W 8„W _ $»W 1 80' $„W $„W »W $„W a„W 4+00 5+00 a 6+00 7+00 8+00 9+00 W. MACUMBO LN. 10+00 11+00 v 2 12+00 a a„S a„S ,.S s"S $., 81'S $„S $„S s„S $. BLOCK 1 � a 3 2 1 ® 777- SSMH #5 (48-INCH) STA: 3+45.96 95' `�' STA: 12+08.18 OFFSET: 0.00' 44 O 53 INV: 2678.78 SEWER ALIGNMENT "I", 2 2 2 2 2 N: 690117.07, E: 2465965.86 a z SEE SHEET C5.1. _ �° L: 45.7' STA: 6+98.51 STA: 7+46.51 STA: 7+94.51 STA: 8+90.51 STA: 9+38.51 STA: 9+86.51 00 STA: 5+02.96 STA: 8+42.51 INV: 2680.38 INV: 2680.57 ^N 'o o INV: 2679.61 INV: 2679.80 INV: 2680.00 INV: 2680.19 INV: 2680.78 N o Lo 00 0 0 INV: 2679.22 O C11 N L: 36.5' L: 36.5' L: 36.5' L: 36.5' ' o0 ' M ^ 0 a a L: 36.5' L: 36.5' L: 36.5' L: 36.5' + + + + + S 54 O �(�Din �(�D ncoin �� to Ln O N N a SSMH #2 (48-INCH) 60 132 133 134 135 136 137 Q> ' > z M STA: 3+45.96 OFFSET: 0.00' N-Z � N z cn_ z J _ N: 690122.35, E: 2465103.71 a 39 40 141 142 1q3 s"PI s"PI s"PI SSMH #4 (48-INCH) OSTA: 11+37.46 OFFSET: -0.01' N 55 Q� b) N: 690114.95, E: 2465895.18 56 57 58 59 /� 6"PI 6"PI - "PI 6"PI 6"PI- 6"PI 6"PI 6"PI 6"PI 6'7 6"PI 6"PI O z z SEWER ALIGNMENT A PLAN AND PROFILE - =z LL 0 50 100 150 0 5 10 15 _> Q 0 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" =5' M J � O F- z � = za Q L1J z 2695 o w 2695 Lu Oz > a 0� 0 o w � zQ 0 = Z 0 Co 00 =o - .. I 00 0 00 p OC z M Z 0 w � � � ZO c� wS 3 O W N V) U 00 to 6 (D N "t 00 � r- 2690 =o z� 10 OD ±co N � 0600 � 2690 Q Lu G_ z O �� N ZO 00 � 00 - 10 Co00 �Q Z O +0000• N ? LL L LD zltz� NZZ 2N� Z00000 1 N� N O 00 in r- Lu(C) (D � > > Q 20 ON N :2 LOu) N °'rrrr (D (n O 00 (ND CN O D (D V� (O N CD N �OONNN H =rNZ O (n(n0 Z Z LLu C�O00NN H 2MNZZZ 00 V) Z Lu 2685 +co0o z z 0o g > > > > FIN SHED GROUND N N - _ - - _ - - - - - - 2685 z In Lu �Q » > (n(no- Z Z Z Z wLnn� zz z - - - - Lu N - - - - o - - - - - _ - - - - - E ISTING GROUND I I 2680 , I I N 2680 J N I N N N N (o N _ _ °° z o N N ~ N N N N 00 of 8 PVC ® 0.40% O 2675 N 70' f s" PVC ® o. 1 2675 u N S N 390 of 8 PVC ® 0.40% U w 0 d 2670 2670 z 0 O N U 245 of 8" PVC © 4.55% a_ O 2665 2665 E N G I N E E R I N G 0 9233 WEST STATE STREET BOISE,IDAHO 83714 O o PHONE(208)639-6939 z w EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com 2660 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2660 DESIGN BY: LCK DRAWN BY: LCK/SRM N N N 3u N (D 'n00 00 00 r70 (D O O O 00 O 0 0) 00 'nN 00 0 N 00 r 0) mN 00 O N 00 0 0) N O 00 0 N 00 00 CHECKED BY: LCK n n z 00aD_ 00 N 00 N 00 C14N N M C14 00 to 6 0 't 00 u) 00 00Op ao 00 OD 00 00 00 ao 00ao 00ao 00ao 00ao 00 00 ao 00ao 00 [O 00ao 00ao ao ao ao DATE: MAY 20200 N cD 00 cD 00 (0 00 Q (D � cD (0 (o � (D � cD (D (D cD (D (o (D 00 Z N N tD N tD NtD N N C14 (0 (D L (0 tD (D (D N (D (D (D (D (D (D (D (D N N N Cq N N N N CN N N N NN N N N N N N N IN N N N NN NN N N N N - N PROJECT: 20-031 SHEET NO. 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 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 J m CS.OLu 0 0 i d SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL fN�� NOTES. ENS B. y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. I C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 6 1 6 PI 6 1 6 PI 6 PI - PI 6 PI 6 PI 6 PI - 6 PI 6 PI -6 PI 6 PI 6 PI < �� SI7I2� �p OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE �s \a 15SDPWC07 INSTALL MANHOLE COVER AND FRAME PER ISPWC "90 9�F OF \pQ N/ STA: 5+22.77 S O� SEWER ALIGNMENT "A C. 1C�N� 18 a 72 /� SEE SHEET C5.0. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF BLOCK 1 20 INV: 2682.88 O � l\_ LJ MERIDIAN STANDARD DRAWING SW3. 27 O 26 25 22 21 L: 1 10.3 4� O 24 23 O O O % E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER s'l Eiji / 60 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 29 28 O STA: 4+85.00 8 0 0, O o EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR o O a' O 00 0(0 INV: 2683.17 a `� °' O� � STA: 5+28.77 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE t 00 00 00 M 00� + M L: 76.5' INV: 2683.39 ti +" + + + ;n +(0 0 +00� +� ,n BASED ON STUB LOCATION. STATIONING TAKEN FROM a; N n N 0; It N 6 19 L: 89.5' 17 8"W SSMH #25 (48-INCH) CENTERLINE OF SEWER ALIGNMENT. > a .. a 90• STA: 1+69.03 OFFSET: 0.00' F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM V)z o? z o z N Z J N z J c j? a 50 `r8� �;W N: 690073.09, E: 2465152.06 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY Lu 2 SEWER MAIN AND SHALL BE 4" DIAMETER. 2 2 2 2 2 2 2 CIO 1+00 STA: 1+69.03 0 y STA: 5+36.77 51 ..S INV: 2679.11 KEq# OTES 2 2 2 INV: 2683.81 16 „ _ 180' w - SSMH #2 (48-INCH) i „W 12"W `9p. a a'W a S"W a"W a"W a"W a a L: 40.9 a 7 �0 1. MAINTAIN VERTICAL AND HORIZONTAL W. DALRYMPLE LN. 1+00 2+00 r3+�00 4+00 5+0 k STA: 1+00.00 OFFSET: 0.00' ��• POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY "s��8"s - J "SI $"S 8"S 8"S g" g•g N: 690122.35, E: 2465103.71 °� rn OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. �, V, 3 73 1 2 133, 52 STA: 1+69.03 STA: 5+36.77 a INV: 2679.18 2. MAINTAIN VERTICAL AND HORIZONTAL 00 POTABLE/NON-POTABLE MAIN/SERVICE OR 2 2 2 w INV: 2683.65 15 ° d9 L: 38.6' O SERVICE/SERVICE LINE SEPARATION PER CITY OF L: 28.7' S8 v� _ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z 1� M No `�M �rn 53 to STA: 1+48.76 Q FOR ADDITIONAL INFORMATION. r7 _• ' SSMH #8 (48-INCH) +00 +°° +OD 3 CO allo N STA: 5+36.77 OFFSET: 0.00' io9 5 INV: 2679.18 N + co cD�n cD;� + + 54 3. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. c0 ir) �0 in N in O L: 58.8' N N N N r7Lu N: 690615.92, E: 2466221.43 93 94 N `�° 99 N (6 N M o M STA: 5+15.87 2 57 \ ~ Q ., a> Q> a .. I" e > z ~z z > > +00 INV: 2683.35 Q oZJ V)- J N- J - J o U Z (nZJ cnZJ +Nr) L: 58.7' d9 BLOCK 1 95 96 97 gg • > `n O \ NV: 2679.355 BLOCK 1 V)Z 14 STA: 1+05.65 EXISTING SSMH #6 Q L: 113.9' e STA: 1+00.00 OFFSET: 0.01' Li ® 11 12 �d INV: 4.0' 7 56 SSMH 7 48-INCH 13 �Q� s L: 134.0' N: 690620.00, E: 2465784.68 # ( ) O / = STA: 3+06.21 OFFSET: 0.00' N: 690618.08, E: 2465990.88 / � � �a9 55 'I 6"PI 6"PI 6"PI 6"PI 6"PI- 6 P� • '\ �? / 6"PI 6"PIS-6"PI-6"PI 6". -6"PI 6"PI •a � z SEWER ALIGNMENT " B" PLAN AND PROFILE SEWER ALIGNMENT " I " PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 low- Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' f V O z z O LULU In V) J J _> zoo 2700 2700 2695 2695 oo O F- z zaQ ^^.. ,� o wZ = � wzz V) WQ Q O � z o wc�nvc`'iv vo 2695 o Do 2695 26900 00 o . ao , N 2690 p[ LLJ 00 4 00 _ 000 Lo Lo N O 7 > m - 00 Lj " I O r r O I O r in in L _ r7 n =O � � 0 cO N z O� nNN Q00 � a0 O � (0' �z3r Z L� 00 (0 N o0 oo c000 _O 000 N r 0 N N +N Z Z Z 0 ^ LU w c0 0 a0 00 �N r7 00 co =Ln N Z Z 0 =±N - - - 0 �Q > > > ^/ ILi Z 2690 =o � N o g m > > 2690 2685 N » > > W Z Z Z 2685 LL (o (o oCoN NNEzz z NN Z Z Z Z - Q W _ z ,n N O Oo co co to +N z 0 F NISHED GROUNE LL G ('� N O r7 cD c0 t0 2 M N - O V O 00 (0 t0 N (n H > > W Q Q 0O00NN Z Z Z + D (N V)O - _ J - _ N Z Z O - N a > > > - - FINIS ED ROUND 2685 w t~n z z z - - - _ _ - - - - - - EXISTING GROU D 2685 2680 EXISTI G G ND 2680Lu z NLu I u N (n 2680 3 N 2680 2675 N 2675 J a N m X N N 0 N 231 of 8" PVC @ 0.60% o N 0' of 8" PVC 0.60% z Z 2675 2675 2670 2670 Q 5 0 U { D EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT o FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2670 2670 2665 2665 1 z a 0) o O o N CV 04 00N 0000 U EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N N N N 2665 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2665 0+50 1+00 1+50 2+00 E N G I N E E R I N G LL 0 Co 00 I ro OR N Co 00 ,n a, rn n 9233 WEST STATE STREET � L6 L6 roco (oco � co to a6 BOISE,IDAHO 83714 O 3: 00NN NN NN C14 N N N PHONE(208)639-6939 N N N N kmengllp.com z ti DESIGN BY: LCK 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 DRAWN BY: LCK/SRM } g CHECKED BY: LCK Q a o DATE: MAY 2020 z h PROJECT: 20-031 c 0 SHEET NO. c 0 0 V m 5. 1 W 0 0 i d SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL fN�� NOTES. aF \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 J+� 5/7/20 �o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9� 9�F OF \pQ v SD-507. C. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SEWER ALIGNMENT "A", SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SEE SHEET C5.0. EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR _ TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BLOCK 1 I �z w w w BASED ON STUB LOCATION. STATIONING TAKEN FROM p �w BLOCK 1 CENTERLINE OF SEWER ALIGNMENT. 06 N ? 74 75 7g 77 78 79 80 81 82 83 ooa J s 39 135 J s"PI F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM u N v, SEWER ALIGNMENT "D", SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w SEWER MAIN AND SHALL BE 4" DIAMETER, a < pco C� ^oo ON 04 ^N r� 0� Ccfl ^O � m 112 111 110 109 108 SEE SHEET C5.3. 0 I� � N O n i!7 N O r . a _ 0 0o Oo 00 co co 00 of r o0 r 84 s �� °° O KEYNOTES or- NO (00 Or- �r- 0000 N� (0r- 0 BLOCKI N oo N cq N co N N co N N co N N co K)N co "�N co 't`� cb N �o `n � °'N °'O °' 1. MAINTAIN VERTICAL AND HORIZONTAL —6"PI 6"PI r7 M r� r7 r7 r� M M 1 J S 3$ 36 O O O °' 0D 00 rO 00 r o o N POTABLE/NON—POTABLE MAIN/SERVICE OR co cn z ? cn? cn? N? w cn? cn? N? z cn z J I +N ±N o ±N O N N O N(0o SERVICE/SERVICE LINE SEPARATION PER CITY OF 00 o °' °' °' °' `" MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 1 1 1 1 I &V �, I EXISTING SSMH #11 _ � z z > > a FOR ADDITIONAL INFORMATION. �,70. � STA: 5+34.22 OFFSET: 0.00' _ cn— N z N z J z J C N N: 690623.87, E: 2465371.91 SOS. 0P 1+00 2+00 3+00 4+00 5+00 I s 37 137 1+00 $ 2+00 N S $ 18'S m z 8"S 8"$ 18"S 8'5 8"C i2'sDB��S 'sD 8r'S s"sD O SSMH #12 (48—INCH) _ SSMH #9 (48—INCH) S.TINDARIS LN. SSMH #18 (48—INCH) 00 O STA: 1+00.00 OFFSET: 0.00' a'w s"w a°°w a"w 9 " O—a"w s"w a" a"w a" 9 r�"w STA: 1+00.00 OFFSET: 0.00 9 cn N: 690189.67, E: 2465367.85 ' 0' °� ' O' v N: 690186.38, E: 2465699.34 O — O• STA: 2+94.91 OFFSET: 0.00' 1 N SSMH #10 (48—INCH) BLOCK 1 CO) 24 N: 690381.28, E: 2465701.16 Lu STA: 2+94.72 OFFSET: 0.00' 71 2 N: 690384.38, E: 2465369.67 85 M N N s 36 138 N o0 a? vi � 125 119 14 —6"PI 6° I STA: 1+62.72 102 86 s 02 ® INV: 2679.57 ---flch 00 L: 60.0'1 1SEWER ALIGNMENT "D", I � 1 ��M SEWER ALIGNMENT "A", SEE SHEET C5.3. i 010 s 35 SEE SHEET C5.0. 0 z SEWER ALIGNMENT " C" PLAN AND PROFILE SEWER ALIGNMENT " E " PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' (11 O z z O Lu Lu 2695 2695 2695 2695 In z Q .� O z M J 00 O F— Z Z O v z .. 2690 z m o0 v j 2690 2690 �o N (0 T o co 00 2690 O v .. O r 00 2 z Q Q �O ui r, zoo O �,�� aDO r N OOr � Q W Q Q O00r- O I li 00 00 00 o vv^ �000N NLMOO N J J N a0 O O 00 OOMON 00000000 � �� m— O +CNN 2±N Z O �c0 � � cD :2� > > 2�N - - O LL W _ �Q > > �4 N 6 � N :0 00 ro It co o z z FINISH D GROUND N >> > 2685 N N Z Z =N 00 z z o N N 2685 2685 �,�, Z Z z 2685 7� Q U w (n � > > > ZM00NN t- — ` O cncn� zz z H+Nzz O - - - - - - - - - - w w EXISTING GROUND x�� z z z EXIST NG GROUND 5 - - - - - wV) - - — Q Lu G Z Z 2680 FINISHED GROUND 2680 2680 2680 LL DC I Lu Q Q o w w Lu N z w w 2675 2675 2675 2675 w U cn J a m 2670 2670 2670 2670 = z a O E EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2665 2665 2665 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2665 U D LO w c? � O O 00 N L.L O � L a 00 0 0 00 00 ' ^ PO 4 (0 (0 C0 (0 V / o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N N N N N N N N z 2660 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2660 U 0+50 1+00 1+50 2+00 2+50 3+00 M 000 N (.00) (.0O00 0 . M c^O I..L = M 00 M N N N N M N N N 00 00 a0 00 O 00 00 00 00 00 00 00 00 00 a0 00 00 a0 a0 1(m N N N N NNN N N N N N N N N N �•-� E N G I N E E R I N G 0 9233 WEST STATE STREET BOISE,IDAHO 83714 O 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 PHONE(208)639-6939 z kmengllp.com ti DESIGN BY: LCK DRAWN BY: LCK/SRM g CHECKED BY: LCK Q a 0 DATE: MAY 2020 z PROJECT: 20-031 c 0 SHEET NO. c 0 0 V m 5• 0 o i d SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL fN�� NOTES. �aF \CENSF '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 J+� 5/7/20 0 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC OF 5 - I SD-507. .5.� N C. KEN o BLOCK 1 W D. INSTALL STANDARD SERVICE MARKERS PER CITY OF OO O O O O O O O O O O O O O 15 co °'- MERIDIAN STANDARD DRAWING SW3. 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 `-' N E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 3 0 - 83 00 Z 11 12 13 SSMH #16 (60-INCH) SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY N J STA: 1 1+47.05 OFFSET: 0.00' EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR bop SEWER ALIGNMENT "C", 00 14 N: 690489.71, E: 2466391.51 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE N SEE SHEET C5.2. °C BASED ON STUB LOCATION. STATIONING TAKEN FROM N < / ` CENTERLINE OF SEWER ALIGNMENT. J J / _ t F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM 82 12 s - ® �� a SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY u, °0 N SEWER MAIN AND SHALL BE 4" DIAMETER, a 6"PI 6"PI 6"PI "�I— —6' I 6"P 6"P 6"PI 6"PI 6"PI E 6"PI 6'PI �6"PI ® 6"PI 3 6"PI 6"PI 6"rI 6"PI 10 6°PI 6°PI� $ya 11k g5 121 KEYNOTES 14 115 116 117 118 1. MAINTAIN VERTICAL AND HORIZONTAL Z 102 103 04 105 106 107 O O O O O m / SSCO #17 '81 00 o e� STA: 1 1+86.89 OFFSET: 0.00 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY o o o �0 00 N o o 0 O N �n \5L N: 690472.35, E: 2466427.37 Q rn M N � r7 5 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 0 (0 Oo 0 00 ai �of r-Oi corn v o O N N a"W a"W 8" a"W a"W 8"W a"W w C1.1 FOR ADDITIONAL INFORMATION. c0 O N I- 00 N to 00_ +00^ t ry ° rn Z +moo +moo +moo (D"0 +moo iC° O +co0oo -r(D" +"o +C° o mN o E. HILL PARK LN. H �N NN NN NN r7 N N 10+00 6 L6 �rj L6 N U-i N L6 N L6 Lo N 6 �ci N 2. MAINTAIN VERTICAL AND HORIZONTAL O uj � Q •• N Q •• N Q� N Q N N Q� N Q •• N Q .. N N Q� `" > � 3 CD9+00 Jg„g POTABLE/NON-POTABLE MAIN/SERVICE OR 80 �> F > �> a4 �> > a� z 0o N? _i cn Z Z cn z v~i z i N Z _j cn z v~i z z_ V)Z N- J .2 1162 °° 8+00 8,S 8"$ SERVICE/SERVICE LINE SEPARATION PER CITY OF SSMH #15 (60-INCH) MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z �90• 1 2 I 2 2 / 2 \ I \ 2 STA: 10+11.32 OFFSET: 0.00' °' FOR ADDITIONAL INFORMATION. 1+00 2+00 3+00 2 4+00 5+00 2 2 6+00 2 7+00 12" .s N: 690416.35, E: 2466277.32 N 8'IS 8}S 8 S 8" 8"S 8' �'IS 8" 168 SSMH #14 (60—INCH) 79 / a0 STA: 7+84.58 OFFSET: 0.00' ~ 0� W �0 113 2 � 9 0� 1 N: 690397.85, E: 2466051.33 I 36"cI ss"cI ss"cI 00• Ci n' 2 2 2 2 O• SSMH #10 (48—INCH) y STA: 1+00.00 OFFSET: 0.00' co 78 °0 N: 690384.38, E: 2465369.67 08 0° `n M L rn Lq un 0 49 SSMH #12 (48-INCH) 0 M o0 ON 00 O STA: 4+31.50 OFFSET: 0.00' +(0o +c00o o +c00o o +(.00 0 +(0 Ci 0 o SSMH #13 (60-INCH) 3 N: 690381.28, E: 2465701.16 N is `O N r n N r cO N r� `O N STA: 7+19.00 OFFSET: 0.00' °0 > r7 �4> M �4> n �> r7 -> n N: 690378.58, E: 2465988.65 O9 (n Z J (n Z J N Z J V)Z J (n Z J d cw 77 �o co 101 W �100 119 20 121 122 23 48 Ci F �:: SEWER ALIGNMENT "F", co 110 I SEE SHEET C5.5. 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI SEWER ALIGNMENT " D" PLAN AND PROFILE N 0 50 100 150 0 5 10 15 O Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' z z O w cn z o 2700 2700 p Q 00 O z o w � � � = z Q O o z 2695 =o Z o 0 o o _ o Co 2695 — O Co Ln o W - ZO - - Co 20 W ON 6 (o 006 r 00 0 z > i-_ 00 00 _ "?r7 rn c0 co � N ao 0, r z Q 0 _ I 0 � Z�0 � � �� t00 N +00 � �OO� N 00 O O cD cD 2 00 ..^v O � � 00 I L� to +00 N H O Z +00 F .wig gC0,0 00 r) OcoZ 2�N — O OD Q ^ Z UO - - 00 r� � cocD N c0 0) 00 2�N O �Q > > ONO I..V S Z •• �o�00NC14 OON � to u, > > NN� Z Z UQ� > 2690 o00 � � +� ZZ Lu � � � �, ��o Z Z - ��o Z 2690 .,.. Co 2 O N — .Ni� =I-N — — 0 Coo z� m to to r- 00 co �0� � � (0 �� >> > = +(DZ =o « - - - Q W z TO 00co co N PO N FINISHED GROUND cncno' zz z �Q > > - - - - - - - - ILL 00 Co In Co (n(n FE Z Z0 Lo L6 L6 _ y� OO co L6 (0 C0 =�N Z — 0 _ - - W J �o w t0 N �Q� > > > O 00 N N H Cn 2685 ±N z z o _ _ _ — — — 2685 D W w >> > - - - �' EXISTING GROUND I z '� W N 0 _ o o cn 2680 , I I N N N 2680 J N J m X N •' N " i N N N N 2675 00 N 2675 E U O 0 D DC 2670 2670 0 40' 0 8" PVC @ 0. % z O 65' of 8" PVC @ 0.41% U 2665 2665 a O z ENGINEERING ILL 0 9233 WEST STATE STREET BOISE,IDAHO 83714 � EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT O 2660 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2660 PHONE ngll .com 39 z kmegllpcom ti DESIGN BY: LCK N Co O n O O 00 (o r r r7 r7 O 00 o L 00 N n O O r) O 00 00(.0 0) LO n N 0) (D r) 00 � co 0) O DRAWN BY: LCK/SRM N N z3 N 7 N N "i 4 n 4 4 6 -4- '6 '6 U) ^ (D r': O '6 c0 p Op 00 o 00 00 00 00 00 00 00 00 00 00 00 00 00a0 00 00 00 00 00 000 00 00 00 00 co 00 00 00 00 00 00 00 00 00 00 00 00 o00 00 00 00 00 CA CHECKED BY: LCK N (.0 C14 N N o o o fl o o o o 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 N N N N N N N N DATE: MAY 2020 z h PROJECT: 20-031 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 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 SHEET NO. s V m 5• o W o i d SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL fN�� NOTES. aF \CENSFD 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 J+ 5/7/20 �, 0 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. "90 9�F OF D. INSTALL STANDARD SERVICE MARKERS PER CITY OF ti�/N C• K�N�' OO O O O O O O O O O 143 EL MERIDIAN STANDARD DRAWING SW3. 132 133 134 135 136 137 138 139 140 141 142 E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY s"PI s"PI s"Pi s'IPI EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON STUB LOCATION. STATIONING TAKEN FROM 3 CENTERLINE OF SEWER ALIGNMENT. co 6"PI 6"PI "PI s" I 6"PI 6"I -i 6 6"Pi 6"PI F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM SSMH #22 (48-INCH) SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY Lu STA: 3+70.03 OFFSET: 0.00' SEWER MAIN AND SHALL BE 4" DIAMETER. N: 689933.73, E: 2465704.58 SSMH #24 (48-INCH) 8iv W. ROCKHAMPTON CT. STA: 7+70.03 OFFSET: 0.00' KEYNOTES W. ROCKHAMPTON ST.{ s"w s w s w s"w s"w s"w s"w "� 1 s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w , N: 689929.99, E: 2466104.56 1. MAINTAIN VERTICAL AND HORIZONTAL 1+00 2+00 3+00 4+00 5+00 6+00 7+00 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 8"$ 8"S 8" 8"S 8"S 8"S 8"S 8'1S 8" 8"s OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET SSMH #23 (48-INCH) C1.1 FOR ADDITIONAL INFORMATION. STA: 1+00.00 OFFSET: 0.01' 2. MAINTAIN VERTICAL AND HORIZONTAL N: 689936.25, E: 2465434.56 2 2 2 2 2 POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF STA: 1+00.00 STA: 1+56.99 STA: 2+28.99 STA: 2+97.99 °O STA: 4+53.99 STA: 5+19.99 STA: 5+88.99 STA: 6+60.99 STA: 7+32.99 STA: 7+70.03 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z INV: 2682.43 FOR ADDITIONAL INFORMATION. O 00 INV: 2679.49 INV: 2680.03 INV: 2680.37 INV: 2680.64 INV: 2681.27 INV: 2681.53 INV: 2681.81 INV: 2682.10 INV: 2682.27 L: 30.7' o L: 41.0' L: 38.5' L: 38.5' L: 38.5' > L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' ; 2 w Q w O Q O J O O O O O O t0 BLOCK 3 SEWER ALIGNMENT "G", BLOCK 2 (D `n 3 SEE SHEET C5.5. a rn, A � d d d d d -d d d d d d Cd d d d d d d d -d d d d d i II II � 6"PI 6"PI�6"PI 6"PI�-6"PI 6"PI�_"PI 6"PI�6"PI 6d 6"PI�6"PI 6"PI L-6"P 6"PI 6" I 6"PI PI 6�P1 "PI �'PI -4 PI 4 PI T-4 PI 4 PI 4 P 4 P+ 4 4 PI 4 1 r} PI 4 PI 4 PI 4 PI 6 PI 6 PI 6 PI�6 PI �6 PI 6 PI T I 6 PI 4"PI�4"PI I I I O z SEWER ALIGNMENT " H " PLAN AND PROFILE N 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' z z O w cn z o Q � p J 00 m 2700 2700 O z � = za Q W z oc 2695 0 2� 2695 O Z � _ =O " z - O 0 - Z cl� � O , o0 000 ao I- LLu 00 O co co koo) m cc Z O W N M N O,0 2690 N 2690 OLL NM (00 (00 o J'6 N > O w NOrNH rMNZO 0 FZ Z � Z 7 �Q� >> > Lu N v>v>FE - - - - - o F NISHED GROUN z z z - - - - W z ? - - - - z Lu 2685 - - - - - - - - - - - - 2685 Z �w - - - - Lu EXISTING GROU D U 1 (n I � J a 2680 1 I 2680 J m N N M � N d N N Z a Or N z 2675 2675 U 0 w o 2670 2670 z 0 O N 0 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT " RFINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT O 2665 2665 ENGINEERINGLL 0 9233 WEST STATE STREET " r7 rn ao ao ao O ao ao ao ao ao ao 00 ao Oo O BOISE,IDAHO 837 14000) (D 00 O N � CO 00 O i N � O 'i 4 4 Ln i L L6 LO L6 LO L6 LO r LO c6 � c6 � PHONE(208)639-693 9 00 n (0 (000 00 oro 0000 0000 0000 000 0 0 0 0 00 cfl00 00 00cn cn cn cn cn co cn c0 o (0 (0 kmengllp.com NC14 (0 NCA (0 04 (0 N N N NN NN NN N NN N NN N NN OZ N N N ti DESIGN BY: LCK DRAWN BY: LCK/SRM 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 7+50 8+00 g CHECKED BY: LCK Q a o DATE: MAY 2020 Z h PROJECT: 20-031 c- Z SHEET NO. c z 0 V m 5.4 w 0 0 i d SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL j- 0/ NOTES. aF \CENSF40 yF�n B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE J+� 5/7/20 �o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9� 9lF OF \pQ v SD-507. C. SEWER ALIGNMENT "H", D. INSTALL STANDARD SERVICE MARKERS PER CITY OF SEWER ALIGNMENT "D", SEE SHEET C5.4. MERIDIAN STANDARD DRAWING SW3. SEE SHEET C5.3. - E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER cl� SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY Z a N EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 1 / 00 z TO INSTALLATION. SERVICE LENGTH AND INVERT ARE cu- - - _ MCA-O 135 BASED ON STUB LOCATION. STATIONING TAKEN FROM m BLOCK 1 SEWER ALIGNMENT "D", a CENTERLINE OF SEWER ALIGNMENT. SEE SHEET C5.3. o BLOCK 3 C u 29 123 Q F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM ao Q BLOCK 1 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY 2� M ' O5 0 SEWER MAIN AND SHALL BE 4" DIAMETER, a 142 6"PI 6"PI 6"PI 6"PI [IC °S" 130 --- ---� EXISTING SSCO #21 0 C 36 KEYNOTES SSMH #13 (60-INCH) STA: 1+18.00 OFFSET: 0.00' -�5------®� ®STA: 3+47.12 OFFSET: 0.00' \ N: 689795.22, E: 2465703.55 I 1. MAINTAIN VERTICAL AND HORIZONTAL N: : 3+47.12 E: ET: 0.00' 6 SSMH #22 (48-INCH) POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 143 1 2 \ O p STA: 2+56.51 OFFSET: 0.00' OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 1+00 2+00 3+00 x 3 0 N: 689933.73, E: 2465704.58 C1.1 FOR ADDITIONAL INFORMATION. SSMH #19 (48-INCH) 8��s 8"si I's 8"S S. HILL FARM LN.o, \ : 137 STA: 1+00.00 OFFSET: 0.00' N - 1+00 2+00 2. MAINTAIN VERTICAL AND HORIZONTAL N: 690131.48, E: 2465986.34 ��w�� -a„w 8.. 8..w �0 8„w B..w 8.rw- -s"a s"a s"a 8"S 8" POTABLE/NON-POTABLE MAIN/SERVICE OR R� 8° SERVICE/SERVICE LINE SEPARATION PER CITY OF N - S. WAYLAND AVE. m MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 STA: 1+00.00 s9° 40 EXISTING SSMH #2( 8"w 8"w 8"w "w z INV: 2681.5, 2 2 2 2 2 N 0 STA: 1+00.00 OFFSET: 0.00' 9 w FOR ADDITIONAL INFORMATION. O L: 34.7' N: 689777.22, E: 2465703.42 �° 3. REMOVE CLEANOUT AND AND CONNECT TO EXISTING PIPE. cn STA: 1+03.24 ® H 38Lu INV: 2681.68 STA: 1+54.22 STA: 2+02.22 STA: 2+50.22 STA: 2+98.22Lu INV: 2681.92 INV: 2682.41 INV: 2682.60 a Z O z ~ L: 44.1' INV: 2682.22 L: 49.5' L: 49.5' L: 49.5' L: 49.5' Y C? O 144 Q oo N � � � 146 47 48 SEWER ALIGNMENT "D" J Q SEE SHEET C5.3., m _ OU 139 n w a BLOCK 2 I I - 0 z SEWER ALIGNMENT " F" PLAN AND PROFILE SEWER ALIGNMENT " G " PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" =5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" =5' (V O z z 2700 2700 2700 2700 0 LU LU V) J J _> zoo �c M J 2695 2695 2695 2695 � p M .. m 0 z z z Ln z Q ^ ^ c) =O 0 0 z z ZO 00 00 00 _ I IliIt z� O 00 "^ O "�^ O NO � NO 00 0� 00 = Q 5w < Q r 00 a0 �` O�` oo 0) 010 O `� \mil �0 00 r �O OO 6000 ,6 N N 00 00 (0 m 0 � Co C)O � 00 N N fA LL w _ 2690 N N 2690 2690 Cn . co co_N O 4 (0 of 0i 10 2690 - 00 _ 0z > � � O NN N N N �`� coco z:t(DzZ O 2r+(0zz O ZO� N ZTooN N�O�ONN H FINISHED ROUND +'Co z O + z +co H N - H N - O Z Z Q z z cnU)Fzz z V)V)FEzz z NQ > > �Q > > (n(n0' - - - (n(n� - - - 2NN - - O x - z z x - z z FINISHED GROUND N�� > > > _ W 04 w cn rt - - w cn o- - _ z z z cc W N � 2685 NJ3: 2685 2685 LL - _ 2685 < LZ zz EXIS ING GROUND J W Q Q w W LU 2680 2680 2680 2680 z N w Kg�� ' ` N N v/� v 1 o J a 2675 1 2675 2675 2675 J m X N N M 1 z a 0 E 2670 2670 2670 2670 0 U 0 D w g EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 20' of 8 PVC @ 0.44% 0 2665 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2665 2665 2665 z a 0 0 N Cy) 00 N � "' ,� "' 0) U LO 6 (c) � � (.000 c00o c°oo °�° c°oo °�° c00o °�° EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N N N N N N N N N N FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT O 2660 2660 ENGINEERING LL g 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 9233 WEST STATE STREET rn o N BOISE,IDAHO 83714 O o 00 00 00 00 Sri 00 00 00 PHONE(208)639-6939 z N N co N co N co kmengllp.com N N CV I ti DESIGN BY: LCK DRAWN BY: LCK/SRM 0+50 1+00 1+50 2+00 2+50 3+00 g CHECKED BY: LCK Q a o DATE: MAY 2020 z h PROJECT: 20-031 c 0 SHEET NO. c 0 0 V 5.5 9 w 0 0 i d CIVIL ACRONYMS SHEET NOTES STA: - ROAD STATION A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �Sg\ONAL fNc/ MJ - MECHANICAL JOINT F CENSE-D FLG - FLANGE B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL N: - NORTHING CHANGES OF DIRECTION PER CITY OF MERIDIAN E: - EASTING REQUIREMENTS. 6860 0 60 120 180 L - STATION OFFSET LEFT 517120 R - STATION OFFSET RIGHT C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN cl+J �o Q Plan Scale: 1" = 60' STANDARD DRAWING SW3. yC� 9TF OF D. 12" AND 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' �/�/ C. K\N� OF COVER. E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. I I s, N HILL'S CENTURY FARM NORTH I s SUBDIVISION NO. 1 REMOVE 2" BLOWOFF ASSEMBLY I I AND CONNECT TO EXISTING 8" GATE VALVE 0 _ INSTALL 1-8" COUPLING 1 u, 14 a s I TOP671 N: 690755.54, E: 2466414.28 a / 1-12 TEE O �Ln c, x / 7 1-FIRE HYDRANT ASSEMBLY n� I P1- P1 s 1 N x TOE 1-12" X 8" REDUCER -41 1-8" GATE VALVE 1-12"1-6" GATE 6VALVE EG x x I BLOCK 1 o N: 690638.73, E: 2465387.05 10 LF 6" PVC I I 18 g 70 LF 8" PVC EG EG EG � N: 690636.42, E: 2465633.83 1 1-8" TEE 2-8" GATE VALVE O - 39 38 37 36 35 34 33 32 31 30 29 28 I 27 26 25 24 23 22 21 20 IN > N: 690686.53, E: 2466413.96 a, � 6 PI 6 PI o 0 40 m ov 1-8" TEE 2 I U c�i 40 LF 8" PVC rn 160 LF 12" PVC 2-8" GATE VALVE O a O 1-8" 45° ELBOW 1 4ct 55 LF 8" PVC N: 690632.94, E: 246600603 19 17 N NN: 690640.99, E: 2465145.16 L301 3 4 4 4 4 4 4 4 441-8" 45° ELBOW > z dog Q O 2N: 690630.89, E: 2466224.89 I- 11 1- 2" BLOW-OFF ASSEMBLY FORO8N 2 2 2 2 vi FUTURE WATER MAIN EXTENSION L2 2 2 N N w 2 2 2 2 2 2 2 2 2 2 5 LF 8" PVC a 1 N: 690686.34, E: 2466455.58 Lu 7 1-FIRE HYDRANT ASSEMBLY 4N ° 1-12" X 12" X 6" TEE s Iw 12" 12" , 12" 12^ ..W 12••W 8'•W $.. - $,. $, S ft"GT-R" is"sD 18"s is"s 1 W. DALRYMPLE LN. - W 4 105 LF 8" PVC 1-6" GATE VALVE i p � "s Co 0 v 10 LF 6" PVC 30 LF 12" PVC s 1 s s,. �,.s s' s "s s- s' s"s " s"s s"s 8"s 5 s"s s" " s"s s"s 5 I 240 LF 12" PVC 1 2 2 1-FIRE HYDRANT ASSEMBLY O7 N: 690616.09, E: 2465122.83 1 155 LF 8" PVC 1-8" 45° ELBOW 2 2 2 2 2 1 2 220 LF 8" PVC 1-8" 1 1.25° ELBOW a 43 N: 690619.09, E: 2465122.86 1 15 LF 8" PVC �' 2 1-8" X 8" X 6" TEE N: 690580.23, E: 2466413.46 ' 1 1 � � 1-6" GATE VALVE o 1 3 62 84 2 4 4 00 4 4 4 4 4 L(4) 20 LF 6" PVC J40 LF 8" PVC N: 690627.26, E: 2466228.46 3 245 LF 12" PVC 6 "'1-8" m11.25° ELBOW O O O O O O O O O O O O O 11 12 13 4 15 35 LF 8" PVC 1 N: 690542.29, E: 2466404.34 44 2 3 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 a 4 s 63 83 7 2 s pi 1-8" TEE 0 O 140 LF 8" PVC 1-FIRE HYDRANT ASSEMBLY / o o cn 4 Z REMOVE 2" BLOWOFF ASSEMBLY I IIII i I � 2-8" GATE VALVE z 4 AND CONNECT TO EXISTING 12" MAIN 1-FIRE HYDRANT ASSEMBLY 7 z 1-8" X 8" X 6" TEE 14 / N: 69051 1.72, E: 2466388.94 00 2 a 1-FIRE HYDRANT ASSEMBLY 7O INSTALL 1-12" TEE 1-8" X 8" X 6" TEE � 1-6" GATE VALVE 15 LF 8" PVC a 45 10 LF 6" PVC X 8" X 6" TEE 1-12" GATE VALVE 1-6" GATE VALVE 2 50 LF 8" PVC O a0 10 LF 6" PVC LL N: 690492.45, E: 2466004.71 Q a - s 64 82 2 1-6" GATE VALVE 1-12" X 8" REDUCER 1 240 LF 12" PVC N Ln r 10 LF 6" PVC 1-8" GATE VALVE N: 690634.39, E: 2465850.82 s � U; 5 s PI s PI _j 1 125 LF 8" PVC a= '� s"PI N: 690521.73, E: 2465385.96 N: 690634.90, E: 2465795.82 PI s f PI s PI p�- 5 2 a PI o i 6 PI 6 PI PI 6 PI _, 55 LF 8" PVC a e 1- 2" BLOW-OFF ASSEMBLY FOR(D 46 N EXTENSION s 65 81 1 I I 1-8" TEE cri 275 LF 8" PVC 10 �'� 11 N: 690488.36, E:FUTURE WATER AI2466435 33 O 4 O O 2 250 LF 8" PVC 2-8" GATE VALVE 1 as 2 N: 690435.05, E: 2466004.18 2 2 / s 1-8" 1 1.25° ELBOW 4 O O O O O O O O O O O 2 I i - 1-8" 22.25° ELBOW 4 102 103 104 105 106 107 114 115 116 117 118 I- N 8.1 8 W 8"W 5 N: 690500.53, E: 2466383.30 � 2 1-12" TEE ao 66 1-12" GATE VALVE Z 1N 09 o $ o E. HILL PARK LN. m CV Or s 1-12" X 8" REDUCER 80 N 2 2 2 2 2 O s 47 2 1-8" GATE VALVE 6 61 -s s s„s s"s W N: 690377.54, E: 2465120.60 Q - s' 1-8" 1 1.25° ELBOW O a 215 LF 12" PVC 1 � 0 1 4 2 2 2 2 5 s s 1-8" 22.25° ELBOW z s 67 I Z �, a"s a" a "s s"s a"s s"s "s "s 72' „5 N: 690432.49, E: 2466277.39 .. .. - 4 73 79 2 s„s s„ 5 '� JAB 113 1 - CONNECT TO EXISTING 12" MAIN 4 3 W 2 i 36"GI 36"GI 36"GI 36"GI- O INSTALL 1-12" GATE VALVE 15 LF 8" PVC 1-FIRE HYDRANT ASSEMBLY(D a "1-12" COUPLING 1-8" X 8" X 6" TEE � 2 2 2 2 4 1 1-6" GATE VALVE = N: 690379.53, E: 2464907.87 s 78 Co _Cn Cn 2 N O 10 LF 6" PVC 2 m > z 48 2 2 68 N: 690360.71, E: 2465120.44 BLOCK 1 s 149 _p 9 Q 4 2 N co 1-8" TEE N 119 120 121 122 123 4 J s 77 1-6" GATE VALVE 109 �n m O w �n 4 69 a 2 1-8"x6" REDUCER 225 LF 8" PVC 2 148 a w N a 49 Z O O 4 N: 690272.49, E: 2465383.63 (� z OE � 100 s 1-FIRE HYDRANT ASSEMBLYO7 Q LJ..I z 2 2 5 1-8" X 8" X 6" TEE I Q I- s 70 76 00 10 110 ; 2 1-6" GATE VALVE I g s 1-FIRE HYDRANT ASSEMBLY O7 sn 0 � PI 6"PI 6"PI 6"F N O Q 200 LF 8" PVC (o _ N: 690209.56, E: 2466002.07 N a 9 1-8" X 8" X 6" TEE - 10 LF 6" PVC W N 50 a w 5 1-6" GATE VALVE 1 6 PI I O z > 2 Ln 2 95 LF 8" PVC 130 s Q 4 (n 1-FIRE HYDRANT ASSEMBLY(D 10 LF 6" PVC 4 147 z _ O s 71 75 111 N: 690131.45, E: 2465734.75 4 2 1-8" X 8" X 6" TEE o _ asn 4 1-6" GATE VALVE a 51 � 30 LF 8" PVC 10 LF 6" PVC �' 40 LF 8" PVC S 2 124 125 126 127 128 129 N 1 � G 15 LF 8" PVC 72 I 5 N: 690179.00, E: 2465382.75 2 2 112 5 °° u 1 s O Q L LI 6+ , 146 � 1-8" 45° ELBOW s 1-FIRE HYDRANT ASSEMBLYO7 74 6"PI 6"P1 3 131 LL 1 N: 690158.30, E: 24651 18.55 1-8" X 8" X 6" TEE 1 45 LF 8' PVC . 3 4 4 _ 2 1-6" GATE VALVE 1-8" 45° ELBOWuj N N a aO 10 LF 6" PVC „P 1 s"P 350 LF 8" PVC 2 2 2 2 N: 690170.46, E: 2466001.70 52 :N: 690136.88, E: 2465154.33 N 1 4 2 2 145 a 2 W. W 8"W 8"W 8"W 8"W •W g•�yy ,.W 8„W 4 1 W. MACUMBO LN. z 4 s s"s s"s a" a"s ° a"s "s a s s"s 5 s1 s"s s"s "s s"s s"s a"s s"s J"sr-778") 5 N N 1-8" 45° ELBOW 2 2 2 230 LF 8" PVC �4T� 1 2 2 2 2 2 60 LF 8" PVC LJ..I N: 690137.02, E: 2465139.44 ss ® 2 a U 1-8" CROSS 144 53 / Go 225 LF 8" PVC 5 2 3-8" GATE VALE 2 4 N: 690134.75, E: 2465382.34 165 LF 8" PVC 4 4 4 4 4 4 1-8" 45° ELBOW J _ a N: 690129.35, E: 2465959.82 KEYNOTES ® J X N N s 54 -s 60 143 BLOCK 1 1. MAINTAIN VERTICAL AND HORIZONTAL / 132 133 134 135 136 137 138 139 140 141 142 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 4 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 0 4 a 1-FIRE HYDRANT ASSEMBLY O7 1-FIRE HYDRANT ASSEMBLY 7 C1.1 FOR ADDITIONAL INFORMATION. z a 10 LF 8' PVC 1-8" X 8" X 6" TEE 6"P1 6"P1 1-8" 45° ELBOW 2. MAINTAIN VERTICAL AND HORIZONTAL O E 'N N p00 1-8" TEE 1-6" GATE VALVE 1-8" X 6" REDUCER O55 1-8" 22.5° ELBOW POTABLE/NON-POTABLE MAIN/SERVICE OR 2-8" GATE VALVE 10 LF 6" PVC 1-6" GATE VALVE 0 D 56 57 58 59 1-8" 45° ELBOW 6 p o N: 689950.49, E: 2465729.91 SERVICE/SERVICE LINE SEPARATION PER CITY OF EN: 689950.58, E: 2465720.54 20 LF 6" PVC MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 U Q N: 689971.73, E: 2465380.82 1-8" 22.5° ELBOW s 1 6 �1 s P1 6-PI 611 6 PI s PI N: 689946.88, E: 24661 15.64 Z " a 1 N: 689953.35, E: 2465424.03 275 LF 8" PVC 385 LF 8" PVC FOR ADDITIONAL INFORMATION. D s N 3. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" 8'W $ W $.W 8"W 4 METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN o � � 8"W 8' 8"W _ � a STANDARD DRAWINGS W1, W2, AND W6 z N 45 LF 8" PVC W. ROCKHAMPTON ST. W. ROCKHAMPTON CT. $„W N 5 "s s"s a"s s"s °s s"s s"s s"s s"s s"s 8"s a"s s" a"s s"s 5 4. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" O =a 6 PI 6 PI 6 PI 6 PI s"P1 METERS AND 3/4" METER SETTERS PER CITY OF ///Z25 LFr 8" PVC I �I 2 2 2 MERIDIAN STANDARD DRAWINGS W1, W3, AND W6.Lj U D O7 1-FIRE HYDRANT ASSEMBLY 1 2 U' � A� 1-8" X 8" X 6" TEE 2 5. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE 1-6" GATE VALVE 4 4 5 4 4 AND NON-POTABLE MAINS. O W. ROCKHAMPTON ST. 4 _ w 10 LF 6" PVC 155 LF 8" PVC D N vi N N: 689953.13, E: 2465447.71 w� 6. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE E N G I N E E R I N G _ _ WATER MAINS AND SEEPAGE BEDS. 9233 WEST STATE STREET 2 Q BOISE,IDAHO 83714 o c, O O3 O4 O5 6 p� O O O O 5 O O 7. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD PHONE(208)639-6939 O a J O DRAWINGS W8 AND W9. kmengllp.com z 6, Q oo BLOCK 2 D O q� BLOCK 3 Q� 8. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN DESIGN BY: LICK ^' STANDARD DRAWINGS DETAIL W13. o � {$� �� REMOVE 2" BLOWOFF ASSEMBLY DRAWN BY: LCK/SRM } Z d d d d d d d d9I' d d d d d d d d d d N >� AND CONNECT TO EXISTING 8" GATE VALVE 9. INSTALL 2" SINGLE METERED WATER CONNECTION PER 3 INSTALL 1-8" COUPLING CHECKED BY: LICK Q "pi I " I I I " d d d d d d CITY OF MERIDIAN REQUIREMENTS. CONTRACTOR SHALL Z 4 I 4 I 4 4 1 P P N: 689795.46, E: 2465719.72 I „ I I ., „ T d d O " I �- T- 4 I�- 4 ri 4 Pi s" I PI PI P P VERIFY SIZE AND LOCATION WITH DEVELOPER AND DATE: MAY 2020 z Fh I I 4 PI L4 PI 4 ENGINEER PRIOR TO INSTALLATION. PROJECT: 20-031 HILL'S CENTURY FARM HILL'S CENTURY FARM 5 o i � SUBDIVISION NO. 1 N s SUBDIVISION NO. 2 10. INSTALL 6" SERVICE. SHEET NO. 11. INSTALL 20' LONG SLEEVE FOR WATER MAIN CROSSING J m IRRIGATION PIPE PER CITY OF MERIDIAN REQUIREMENTS. C6.0 W 10' MIN. EACH SIDE OF NON-POTABLE PIPE CROSSING. d SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. aF�SstA\oC kL E*0Ns �ti B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. 0 60 120 360 C. IRRIGATION SERVICES SHALL BE 2" CLASS 200 860 POLYETHYLENE PIPE PER DETAIL, SHEET C7.1, TYPICAL. 517120 Plan Scale: 1 = 60 �' D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS <'9��9TE' OF �pP� THE LARGEST DIAMETER PIPE COMING INTO THE FITTING .S. OR VALVE. ��N C. KEN E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. N CONNECT TO EXISTING LA F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL N: 690778.83, E: 2465248.14 INSTALL 1- TEE I I cl �' CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING � I I � SD-403. _ 1-6" 90° ELBOW HILL'S CENTURY FARM NORTH G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 ^' N: 690780.43, E: 2465124.29 I SUBDIVISION NO. 1 CONNECT TO EXISTING 6" GATE VALVE 00 I PVC OR APPROVED EQUAL. OP 125 LF 6" PVC N: 690761.06, E: 2466353.81 H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER TOP 6 THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS a 60 LF 6" PVC a / I N Pi x / WITH PROJECT ENGINEER DURING CONSTRUCTION. x TOE 1 4 4 3 I �Fl _b 4 190 LF 6" PVC I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL EG X x 5 ' > I I CONNECT TO THE HILL'S CENTURY FARM COMMERCIAL EG 110 LF 6" PVC I a I SUBDIVISION SYSTEM THAT WILL BE OWNED, MAINTAINED, 3 AND OPERATED BY THE HOA AND EXISTING OPERATOR. N 6..p 6..PI o 0 40 ran - O O O O O O O O O O O f l O O O O O O O O Lu > w Q m J 39 38 37 36 35 34 33 32 31 30 29 28 I 27 26 25 24 23 22 21 20 3 1-s" 90° ELBOW I II o I I �'I' Y KEYNOTES # N: 690720.44, E: 2465123.51 1-6" 1 1.25° ELBOW 6 u O 1-6" GATE VALVE I 19 17 O -301 II� I 2 = 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE N 1-6" 45° ELBOW "`I� N: 690667.83, E: 2465247.10 I N I 4 3 5 POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, z Q STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE O N: 690721.88, E: 2465012.58=dam- � 3 � IRRIGATION NOTE 3, SHEET C1.1. � 42 1-6" 22.5° ELBOW CA � W. DALRYMPLE LN. N _ w 0 N: 690572.95, E: 2466352.92 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. rfj 2'W 1 "W 12"W 12"W 12" e 1 " 12' 12" 12' 12" ' 12"W 12"W 12"W ' a 1-6" 45° ELBOW 1 " " " s"w "w a'w f" s"w �8"W s'w $"w s„w�--4111Z 15 LF 6" PVC 16 a s 8'S 8,5 1s"sD 8 18'sl 1st 15;�SD a4 "s "s 5 s $' s"s - - 1-6" TEE �° 3. INSTALL 2" SERVICE PER DETAIL, SHEET C7.1. io N: 690680.25, E: 2464970.63 s 8"s 8"s $"s 5 8'S $" 8" s"S a"S N: 690559.08, E: 2466347.02 3 1-6" 1 1.25' ELBOW 70 LF 6" PVC >� m 4. INSTALL 1" SERVICE. 45 LF 6" PVC 43 1-6" GATE VALVE �� 61 °' 15 LF 6" PVC N: 690601.16, E: 2465233.19 N 1-6' 22.5° ELBOW 5. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. f " I � � 62 2 84 00 N: 690517.50, E: 2466329.34 ® Z 45 LF 6" PVC 6. INSTALL ARV PER DETAIL, SHEET C7.1. 3 a 1-6" 22.5° ELBOW 15 w N: 690486.01, E: 2466297.26 ° 2 m 4 44 Co 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 Q 45 LF 6" PVC n U- �F 6•. 1-6" GATE VALVE 01�s 63 83 N 1-6" 45° ELBOW 1-6" GATE VALVE-0 o O O 1-6" 22.5° ELBOW '° C N: 690526.72, E: 2466423.12 0 -I N: 690484.97, E: 2465413.62 4 1-6" GATE VALVE N: 690471.90, E: 2465966.52 = 11 12 N: 690469.20, E: 2466255.57 10 LF 6" PVC z Lf N: 690482.51, E: 2465677.25 1-6" 90° ELBOW vi 60 LF 6" PVC 13 14 1 Co 45 2 FN: 690480.03, E: 2465942.09 0 � I . 1-6" TEE N 64 4 _ 2 O 2 2 1-6" GATE VALVE a 2-6" GATE VALVE a 1-6 TEE a 82 s 2 265 LF 6" PVC 2 60 LF 6" PVC 205 LF 6" PVC 4 1 N: 690471.35, E: 2466025.52 w 1-6" BLIND FLANGE 90 LF 6' PVC 6" 6 2 " I s N: 690522.28, E: 2466433.56 fO 1-6" GATE VALVE 3 230 F 6" PVC N: 690479.67, E: 2465232.06 4 1-6" GATE VALVE 4 10 LF 6" PVC 3 6"PI 6"PI 6"PI 4 A 10 LF 6" PVC 3 5 � ; 10 81 1 2 N: 690481.96, E: 2465736.10 I 2 1-6" GATKVA_?E��J,' 75 LF 6" PVC 46 3 65 O 1-6" 45° ELBOW T N: 690553.58, E: 2466359.95$ 25 LF 6" PVC 1-6" GATE VALVE O O O 1-6" TEE 25 LF 6" PVC >� / 2 1-6" GATE VALVE N: 690478.04, E: 2465406.55 105 06 107 N: 690472.13, E: 2465942.02 aN: 690479.43, E: 2A5257.06 60 LF 6" PVC 14 115 116 117 118 109 u 1 . " 2 /0`' 1-6" 22.5° ELBOW N s 66 N I �/ 1-6" GATE VALVE 47 80 I 102 103 104 J _ I 1 E. HILL PARK s"s�s"s 5 N: 690451.38, E: 2466397.85 N 1-6" GATE VALVE o _ ; °° O $.,S 8,. a s O n 3 N: 690478.59, E: 2465347.55 cv a, z Z ro � 3 12» 5 � 7 1 » " - s 67 73 79 s „S-�8 S o•c�'_�8 $s "S g„S s 8„S „S .,S 8.,5 8„ 8„S S ® > L OlJ w 113 > S I 36"GI 36"GI 36"GI 36"GI 3 O n (o 3 a 00 Z_ ro (/) z a s co 68 io > LA Cl. 78 J 108 =roe' J \ � 3 Q io S 149 0IL ci S Co M G i4 _j 119 120 121 122 123 J N s 6g 4 oN 77 vi BLOCK 1 109 3 1-6" 90° ELBOW Co O W _ 1-6" GATE VALVE N: 690255.36, E: 2466130.00 ^' o N: 690265.04, E: 2465940.08 w Ln 49 z O 1-6" GATE VALVE 25 LF 6" PVC (� 101 4 s 1-6" 90° ELBOW a O 00 1-6" TEE N: 690242.34, E: 2465693.86 Co 148 3 N: 690252.87, E: 2466396.92 = Q 40 LF 6" PVC F- s 70 4 76 N 690157.38,E EE 2465315.05 110 0 00 2 2 2 2 6"PI 6"PI 6"PI _ g 20 LF 6" PVC ' 1-6" 90° ELBOW 95 LF 6" PVC 205 LF 6" PVC Co N 50 a °° 3 I III I I N: 690243.23, E: 2465598.86 6..pUPS 4 265 LF 6" PVC 0 z 14 4 vi 00 1-6" GATE VALVE 65 LF 6" PVC 4 s Q z s N: 690157.19, E: 2465334.93 4 111 1-6" GATE VALVE Z _ w 71 75 N: 690241.97, E: 2465733.86 3 I o1 1-6" 90° ELBOW ° Q Q _ 1-6" 90° ELBOW i 1-6" GATE VALVE a FL wl� N: 690177.31, E: 2465429.79 `D � C9 51 3 1-6" 90° ELBOW 72 - 5 LF 6 PVC 3 24 125 126 127 128 129 130_; N: 690240.04, E: 2465939.85 � w O O 2 I I_��.--rT 170 LF 6" PVC 112 S jo, I s 146 Q r n 1-6" GATE VALVE 74 15 LF 6" PVC 6"PI 6"IP 131 w u- v N: 690158.18, E: 2465229.05 I �� I u«1 ---- 1-6" 90° ELBOW n O) 60 LF 6" PVC 8 LF 6" C 11 6"LTEE PVC; N: 690175.73, E: 2465598.23 > O `-' N 5 2 1-6" GATE VALVE 5 N: 690166.81, €„- 29.69 (n (n (n Ln a io 145 - W 25 LF 6 PVC 8"w a" "w w w 1-6" 45° ELBOW "w s"w s"w " $"w $"w $"w $"w $"w 4 �o J w a 1-6" GATE VALVE 2 1 2 N: 690166.86, E: 2465423.76 W. MACUMBO LN. 2 z 5 N: 690157.93, E: 2465255.818" s"s s "s 1 a s s s-s $"s a"s "s 8" s"s s"s s"S "s s s" M s� 60 LF 6" PVC c� I""u N O 4- 70 LF 6" PVC ® U X 53 /j 1-6" GATE VALVE °� 1-6" 45° ELBOW 144 I� g N: 690097.38, E: 2465314.49 1-6" GATE VALVE w Ln LJJ � g N: 690156.46, E: 2465413.16 1-6" TEE J 0 70 LF 6" PVC L) 1-6" 90° ELBOW j N: 690017.94, E: 2466127.78 s 1-6" GATE VALVE N: 690019.04, E: 2466010.34 a a 54 s 60 N: 690096.24, E: 2465429.03 ) _ 45 LF 6" PVC / Z tO 1-6" 1 1.25° ELBOW a0 O O 143 w a 132 133 134 135 136 137 138 139 140 141 142 O 3 1-6" 90° ELBOW / 1-6" 22.5° ELBOW � 0 2 N: 690026.96, E: 2465313.83 J N: 690017.51, E: 2466173.34 4 z ,o 115 LF 6" PVC w70 LF 6" PVC 5 6"PI `-' Z 59 1-6" 90° ELBOW 35 LF 6" PVC O 55 O O 35 LF 6" PVC 3 N: 689989.81, E: 2465428.04 4 4 11 6 U g 57 58 56 1-6" TEE 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI a 5 a N: 689948.81, E: 2465243.34 4 580 LF 6, PVC o `O 1-6" 90° ELBOW a N: 689931.61, E: 2464967.75 35 LF 6" PVC 3 1-6" 90 ELBOW m - - N: 689984.37, E: 2466010.01 1-6" 1 1.25° ELBOW 1-6" 22.5° ELBOW "= J 6 N: 689969.17, E: 2465274.43 8"w s'w s'w w a'w a"w 8"w 8"w s"w 8"w 8"w 8"w 8"w 8"w Z 1-6" 22.5° ELBOW .6 W. ROCKHAMPTON ST. o N: 689929.32, E: 2465213.56 W. ROCKHAMPTON CT. ,� w 15 LF 6" PVC N m O a s S 8'S 8'S 8'S S 8"S s 8"S 8'S 8"S 8"S 8"S 8"S 8" 8"S $"S�_s 3 6"PI 6"P 6"PI - 5 1-6" GATE VALVE � 4 245 IF 6" PVC 3 U N: 689934.40, E: 2465252.77 p 2 / °0 LLi cc oc a'. > Z -1 1-6" GATE VALVE Q O 03 ENGINEERING Q N: 689864.06, E: 2465298.82 z 9233 WEST STATE STREET N O OGo BLOCK 2 O BOISE,IDAHO 83714 O w N N BLO K �' PHONE(208)639 6939 `�1 W. ROCKHAMPTON ST. O4 O5 O6 O1 O2 O3 O4 O5 O 7 kmengllp.com z 1101 1-6" 45° ELBOW N: 689796.60, E: 2465342.99 <T 61- 1-6" GATE VALVE `�3 1-6" GATE VALVE 430 LF 6" PVC 1-6" 90° ELBOW 1 -o� 335 LF 6" PVC N: 689793.47, E: 2465677.71 0D N: 689792.88, E: 2465740.71 N: 689788.86, E: 2466171.20 DESIGN BY: LCK 9 �8 � 4 4 4 4 3 3 �d- 4 4 4 4 OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM DRAWN BY: LCK/SRM d d d d d d d - anp d d d d d d d d '� 4 SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. CHECKED BY: LCK Q 3 d d d d d d d d d d d ., ., ., z Z 4 PI 4 PI 4 PI 4 4 4 1 4 I 4 1 4 PI I 4 i �� DATE: MAY 2020 h 1` 3 �- I ' i 4 Pi 47 IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NYID IRRIGATION _ _ HILL'S CENTURY FARM 2 I PROJECT: 20-031 0 1 HILLS CENTURY FARM DISTRICT. o �� SUBDIVISION NO. 1 65 LF 6" PVC SUBDIVISION NO. 2 SHEET NO. I� sI I IRRIGATION SECONDARY SOURCE: GROUNDWATER WELL. Lu m 0 NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN iSTANDARD MANHOLE F``SS\oCENS THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE FRAME AND COVER FO ADEQUATE VENTING. NOTE: LOOP TRACER WIRE FROM MAIN LOCAOR NTEAR IR RELEASE ROAD FRONTAGE ES WITHIN W EREVERCOMMON POSSIBLE. ALONG LINE IPE TO SERVICE E SERVICE EP BEX AND BACK 16860 un S17120 0 x 9C' q�F OF 2"0 FORD, MUELLER OR APPROVED Ty� C. EQUAL ANGLE STOP W/LOCK WING & IRON PIPE THREAD CONNECTIONS, OR APPROVED EQUAL FIBERGLASS 4"0 THREADED CAP _ 24"0 CONCRETE 00 PIPE. LENGTH VALVE BOX WATERMAN MODEL CR-100 OR PLUG FINISH GRADE AS REQUIRED. & COVER I AIR RELEASE VALVE (OR EQUAL) W -III III III I " ' I I III III I I I- CARBON 18-INCH "STANDARD" 1-1/2"0 GALVANIZED � Ii I I I I I I I *NOTE: REINFORCED FIBERGLASS IRON NIPPLE & 90' ELBOW 1. 2'-6" MIN., 5'-0" VALVE BOX (OR EQUAL) I I MAX. IN UNPAVED APPROVED METAL OR PLASTIC TAG LINIE III I I I III I I AREAS WHERE THE LINE IS FREE WITH "NON-POTABLE WATER DO BALL VALVE CURB STOP I �. DRAINING. Ki NOT DRINK" IS RQUIRED (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC — � 1-1 2"0 SCH. 40 z TAG WITH "NON—POTABLE _ / _ GALVANIZED IRON 2• 3'-6" MIN., 5-0' a WATER DO NOT DRINK" IS —I I I I I I MAX. IN PAVED CARTRIDGE DUAL CHECK VALVE 1-1/2" REQUIRED. CONNECT TO VALVE I III ° III I PIPE RISER AREAS OR WHERE `l' FORD OR MUELLER OR TAPPING cn BOX WITH EYE BOLT AND WIRE TIE °.4 THE LINE IS NOT APPROVED EQUAL SADDLE z ° °• "I I I I I FREE DRAINING 1- N Lo " O a 3. FINDER WIRE AND z " 6 MIN. > W I I I I IDENTIFICATION TAPE w 4"0 PVC OR ABS 1-1/2 0 GALVANIZED w I- A. °. IRRIGATIONREQ'D PER THE U) w PIPE VALVE Box IRON PIPE TRENCH — 8 MAIN ISPWC DIVISION 900. * _ 00, OO OOO 00, OO 0,0 I I I BACKFILL a a NOTCH OVER VALVE O O O O BOX OVER PIPE WITH " MIN. O O C O CLEARANCE FROM PIPE — O OO O OO 0 I =c� 00 %_�T_� r `_ °• ° SLOPE -I I OO OO O O Cl O O O O OO OOO O I - TO DRAIN I OO O O O o O 000 O O O - I , , , I _ I O O o 0 0 0- - =1 0o OOo� 0 0 o O o BRANCH 2 PVC 90' ELBOW, — o OO O OO O O O - z TEE 2"0 BRONZE CURB STOP- 3" MAIN LINE FORD OR MUELLER, OR SCHEDULE 80 REQUIRED — I 1 O 00 O O O O O I I - APPROVED EQUAL. I O O O O O O 000 O- SCALE: NONE O O D _ 2" CLASS 200 SOLVENT - 0— 3"X3"X2" TEE, WELD PVC PIPE I I 1 1 —1 1 1 I I I SCHEDULE 80 REQUIRED MAIN LINE AIR RELEASE _ _ 2 CUBIC YARDS MINIMUM NTS I —OR ASHED DRAIN REQUIRED. ROCK,: I TYPICAL 2" SERVICE —' I I III III III— I I 1 I ' ' 1 1 1 ' ' ' 111 DIG TO FREE NTS DRAINING SOILS N TYPICAL MAIN LINE DRAIN 0 z NTS z Q z _j AC PAVEMENT BY OTHERS 0 PAVED SURFACE SEE NOTE 1 BELOW VARIES, 2.5"-3 z 3/4" MINUS BASE, BY OTHERS > LJJ w VARIES 4"-6" i m W > 0w � w cn D� D� D� D� D� D� D� D� D� PIT-RUN SUB-BASE, BY OTHERS 0 P/L Q 00 10' EASEMENT REQUIRED ON PIPE SIDE 0 I VARIES, 10 —16 _ = p p p TEMPORARY BACKFILL AS p p p pC 0 O D D D� REQUIRED TO MAINTAIN D D D z 12" COVER OVER SLEEVE 3' MIN. "PLACE APPROVED METAL OR 7 z — — -- -- — SUB GRADE ELEVATION, BY 5'-MAX PLASTIC TAG WITH"NON-POTABLE 6" MIN. O z z ft� — I I OTHERS, SEE NOTE 1 BELOW WATER DON'T DRINK"IS REQUIRED Q 0 Ld O COORDINATE WITH PAVING PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT I I w CONTRACTOR FOR REMOVAL SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND J Lu Q OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. I I I Q LOCATED ABOVE SUBGRADE N z 2 MIN. 6 LID TO READ: w FINDER TAPE CARBON MODEL 910T COVER "NON—POTABLE WATER — FOR IRRIGATION ONLY" STUB 1"0 PE PIPE w > � LOCATING WIRE IN PERMANENT LETTERING 4"0 THREADED I Q O FINISHED SOD GRADE CAP OR PLUG FINISH w (2) 3" CLASS 200 SIGNAL GRADE � L.LJ CONDUIT WITH 1/4" 2" NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE z COMPACTED TO 95% DENSITY. I III III III III III III II III II uJ c/') PIPE AND BELL III III III III III III III II III CARSON MODEL 910 U L/) 10" VALVE BOX L ) LLJ NOTE: MIN. 4" TRACER WIRE LOOP 1. 2'-6" MIN., 5'-0" MAX. J IN UNPAVED AREAS > SKIDS PER ISPWC SD 307. WHERE THE LINE IS MIN. 6 SLEEVE MIN. 6 SEE SLEEVE SCHEDULE, THIS SHEET 2 VALVE NUT FREE DRAINING. SEE DIA. SEE FOR MATERIAL AND MINIMUM SIZE M NOTE 5 NOTE 5 2. 3'-6" MIN., 5'-0" MAX. p z IN PAVED AREAS OR z 0 WHERE THE LINE IS Q " ISOLATION VALVE 10" CLASS 125 PVC PIPE NOT FREE DRAINING. N SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS w U JOINT RESTRAINT REQUIRED +, UNI—FLANGE SERIES 1300 OR EQUAL 3. FINDER WIRE AND o IRRIGATION MAIN IDENTIFICATION w PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. NOTES: NOTCH PVC BOX, BOTH SIDES TAPE REQ'D. PER N THE I.S.P.W.C. 4"0 PVC OR ABS 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, DIVISION 900. PIPE VALVE BOX z FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION of ROAD VALVE 1"0 CLASS 200 4" 5.36" 8" PVC C900 8 28" SUB-BASE, ROAD BASE AND PAVEMENT. NOTCH 4 POLYETHYLENE O "fly U r_ 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE BOX OVER PIPE WITH o FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR I 1/2" MIN. CLEARANCE 6" 7.89" 10" PVC C900 10.16" SIDEWALK. 6" MIN. a #4 REBAR FROM PIPE 0 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT E N G I N E E R I N G SLOPE SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 1 ° 6 VARIES 6 TO DRAIN 9233 WEST STATEAHO8 714 PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 1 2" MIN. MIN. °° aMIN. 4" MIN. OF 3 4" MINUS GRAVEL �— Bo1sE,IDAHO 83714 10" 12.79" 16" PVC C905 15.92" ° a ° a UNDER 10" PVC PIPE + PHONE(208)639-6939 0 D 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. ° 1 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK 1"0 BRONZE CURB STOP- PROVIDE LONG RADIUS BEND DESIGN BY: LICK cl MAIN FORD OR MUELLER, OR IN POLYETHYLENE PIPE NOTES: LINE APPROVED EQUAL. WITHOUT KINKS OR DISTORTION DRAWN BY: LCK/SRM 5 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND CHECKED BY: LICK PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR Q 0 PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: MAY 2020 z B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL TAPPING SADDLE D PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. (ROMAC 101S OR APPROVED EQUAL) PROJECT: 20-031 SHEET NO. TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE TYPICAL 1" SERVICE C7. 1 w NTS NTS NTS a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES. SS�\c S fNGiy B. IRRIGATION MANHOLES SHALL BE 48"0 (INSIDE �� F� c^ DIMENSION) PRE—CAST WITH FLAT TOP. STANDARD MANHOLE FRAME, COVER, AND RISER PER ISPWC 16860 STANDARD DRAWING SD-617. COVER SHALL BE MARKED S/7/20 "IRRIGATION" WITH 4 PICKING HOLES. `f'� x Q �C, qTF F v O KEYNOTES ® �N C. 1. CONNECT TO EXISTING GRAVITY IRRIGATION PIPE. CONTRACTOR SHALL VERIFY PIPE INVERT, SIZE, AND LOCATION PRIOR TO CONSTRUCTION. M 2. CONNECT TO EXISTING GRAVITY IRRIGATION MANHOLE. 3. INSTALL 20' LONG SLEEVE FOR WATER MAIN CROSSING IRRIGATION PIPE PER CITY OF MERIDIAN REQUIREMENTS. 10' MIN. EACH SIDE OF NON—POTABLE PIPE CROSSING. Lu Q 0 GIMH #1 (72—INCH) GIMH #9 (72—INCH) STA: 7+55.65 OFFSET: 0.00' STA: 4+77.60 OFFSET: 0.00' N: 690514.20, E: 2466437.15 GIMH #2 (72—INCH) N: 690792.25, E: 2466438.46 STA: 8+28.05 OFFSET: 0.00' N: 690449.54, E: 2466404.58 5+00 111 6+00 7+00 3 EXISTING GI BOX 0 STA: 9+14.61 OFFSET: 0.00' 3dQ01 36"G 36"GI 3 "GI N: 690363.29, E: 2466411.93 1 Op � N s"w s"w 6 b s"w a"w 3 / 9+00 z 3 8"W Qv 36"GI 36"GI 36"GI V) S. Lu TAVISTOCK AVE. s"PI s"PI s'PI s"PI s'PI W Q : w Co — h d t `�p 6"PI 6"PI 6" 6"PI 6"PI 6 p/ J -,p d �a 49 `) O z GRAVITY IRRIGATION 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 V) w z zJ z Q LL O c- ul) o > Lu z Q p z 2705 2705 O W _ > _ O Q - z 2700 N 2700 w � � Oz z Z zw zQ zz �, � �- O — U z 0o _` 2 O c4 cfl i0 c0 m O M 7 O J ZOO �: 20 r) M U� M r7 �/ �/ Q 00 co Z Lei N Z O in O N N LL LL 2695 �� M 00 (N N 0 ,4- 4 °_° C N N Lo � 2695 Q Lu (Q z =O o0 00 �_ r•7 a0 O N 00 c0 (� � co c0 LL L V O �000 00 U�00N ( N N 10 N0)10N H (� ��00 N HH C7<Drn� ap C0 �in�c° NN H +�N z +�N � � ^�o N +�N Z Z =CpNd Z O H NO Z 00 /Q� Z+(000N N 0 =I�N� — — O <;� > > X .. ? > > > H�NO Z O ��0 >> > C�(n0_(nZ Z LEI 0 NZ zZ > > Z Z Z — 2690 w�OfU) Z Z 2690 °C z w > 2685 �, 0 '� 26853y� J Co 1 °° z x O N 2680 235.1' of 36" ADS SANITITE HP @ 0.12% 2680 0 43.0' of 36" ADS SANITITE HP ® 0.12% u 0 72.4' of 36" ADS SANITITE HP @ 0.87% r 3 86.6' of 36" ADS SANITITE HP ® 0.87% 2675 2675 z g Oz Y U z = EXISTING GROUND CENTERLINE OF GI PIPE ALIGNMENT O 3 2670 FINISH GROUND CENTERLINE OF GI PIPE ALIGNMENT 2670 Icrn LL Z E N G I N E E R I N G 0 9233 WEST STATE STREET O co � rn LO o 00 00 00 00 00 0 0 00 ° 00 BOISE,IDAHO 83714 00 00 00 00 00 00 PHONE(208)639-693 9 (o00 > N N N N N N N N Oz N N kmengllp.com a DESIGN BY: LCK DRAWN BY: LCK/SRM 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 DC g CHECKED BY: LCK Q a o DATE: MAY 2020 z PROJECT: 20-031 c- 0 SHEET NO. c 0 Lu s m 0 0 i a NOTE: CALCULATIONS SHOWN BELOW ARE TO DETERMINE THE REQUIRED NUMBER OF TREES PER CITY OF MERIDIAN UDC AND ARE NOT OPEN SPACE CALCULATIONS. REFER TO THE OPEN SPACE EXHIBIT FOR OFFICIAL QUALIFIED �•�`� ••.• I HILL'S CENTURY FARM NORTH COMMERCIAL o o HILL'S CENTURY FARM NORTH COMMERCIAL I OPEN SPACE CALCULATIONS. ♦`% �gOFID ••• A SUBDIVISION NO. 1 I I w w SUBDIVISION NO. 1 I TREE CALCULATIONS PATHWAY (1 TREE/100 LF SF) ;' ;��sSAYE � � D OP (C-C) I I w I w (C-N) cn cn i • x ;-. 3 . ;- F — BLOCK # LOT # PATH LF CALC. (LF/100) TREES REQUIRED TREES PROVIDED 41 ao x ;. }. r,. x T - I 1 28 120 1.2 1 3 %• 16 77 �� 1 14 1 •i �0••••• �" •}�'y*�+'�+•* �`- 39 38 ' 18 j• �� J�12 Q• 4G ♦♦♦ 40 0 .4 1 2 • L `co' fi' �:r.:,�: .:•,ys •ti O O 37 36 35 34 33 32 31 30 29 tx 27 26 25 24 23 20 I ti`I ui ••• NDSCA41 131 350 3.5 4 440 ; ' 19 17 u TOTAL PATHWAY TREES NORTH 6 9 li E ;} �� • • OPEN SPACE TREE CALCULATIONS (1 TREE/8000 SF) N 42 + W + ° QUALIFIED OPEN QUALIFIED OPEN '}. 2,W 1a s 1 w 12 12 w 12` DALRYMPLE LN. • - $ w 16 * BLOCK # LOT # LOT AREA (SF) SPACE (SF) SPACE (ACRES) TREES REQUIRED TREES PROVIDED r "SD 15"SD L J V 61 v7 o I I � 43 0 + + 3 +' s's s" s"s s + 1 10 11,630 7,687 0.18 1 2 C �� EXCLUDES AREA W o° 62 84 I BLOCK 1 QUALIFYING AS BUFFER o }III '• 3,008 3,008 0.07 0 0 O O O O O O O O O O � 15 1 28 o 'f 1 44 � o * 8. 86 87 88 89 90 91 92 93 94 95 9 97 98 ••99 s., ® 63 83 3 11 12 13 pi 46,614 O r R_ z Z O O O 14 EXCLUDES AREA O } 1 40 56,535 1.07 6 6 'w IF 45 O . N I ! •` QUALIFYING AS E: BUFFER w+cn `I t� J� 64 O Q e° s Q. '.' _ ..` a� S a' 1 85 1,164uA 0 0.00 0 0 1 + a «z s 1 99 2,762 2,762 0.06 0 0 III 46 vi 65 z 10 — f + 1 101 56,275 56,275 1.29 7 8 N N 102 103 104 105 106 107 114 115 116 117 118 4• �rj 8♦ ~$ 8 "S ~+ 1 113 17,070 17,070 0.39 2 2 z + 66 �'� �' . 1 124 1,715 1,715 0.04 0 1 O IIII 47 O BLOCK 1 80 J_ a s E. HILL PARK LN.-8"s '+ Lu �; 1 130 2,716 2,716 0.06 0 0 w I- } ' 1 1 A I J "sue 1 131 41,606 41,606 0.96 5 5 IL —; ; —'�- —•�- Tom` `113- •�-• SviO 2 1 1,820 0 0.00 0 0 + e 3 1 22,615 22,615 0.52 3 3 68 78 00 3 6 1,762 0 0.00 0 0 _ 48 • . . . . . . .'�,� BLOCK 1 149 ^? I ICI O0. 3 o O o '- TOTAL OPEN SPACE TREES RESIDENTIAL NORTH PHASE 24.00 27.00 cc N •� I; -BLOCK 1 •- -�•• 119 120 121 122 123 ! C H 69 77 109 I STREET TREE CALCULATIONS (1TREE/35 LF) s• © oq :I 49 a - - -• 101. -• •-•-• i 100 148 # OF DRIVES O N -♦ -••••�-•-•- STREET NAME LF QUALIFIED LF TREES REQUIRED TREES PROVIDED •I o 70 76 W. 110 e .. �26' o :I Mj ; 6"PI 6"PI It d s"PI W. ROCKHAMPTON ST. (PUBLIC) 980 1 954 27 32 z W. ROCKHAMPTON ST. (PRIVATE) 170 0 0 0 2 •I - 71 75 W. ROCKHAMPTON ST. & CT. (PUBLIC) 1392 12 1080 31 31 •4' N I p r3. I 125 126 127 128 129 1301 o S. WAYLAND AVE. (PUBLIC) 230 0 230 7 10 p 51 112 ;i q 146 C W. MACUMBO LN. (PRIVATE) 1710 18 0 0 23 .I II 72 74 .• T O _ t S. PALATINO LN. (PRIVATE) 986 13 0 0 12 S. TINDARIS LN. PRIVATE 894 0 0 0 11 N I IIAII 52 , . + ` ' ` .� •m- ' + + + 145 W. DALRYMPLE LN. (PRIVATE) 2114 28 0 0 24 �, I IIII s s w �s w s"w s sW. MACUMBO LN. s s w s W 1 s"s s"s "s - S. HILL FARM LN: (PRIVATE] 930 6 0 0 11 N u s s s s"s "s cam,' �` ` +` +• + E HILL PARK LN PRIVATE 200 0 0 0 6 53 / °' 3 144 E. HILL PARK LN. (PUBLIC) 554 3 476 14 14 O N III BLOCK 1 BLOCK 1 S. TAVISTOCK AVE. (PUBLIC) 558 1 532 15 17 z w Olt S. EAGLE RD. (PUBLIC) 925 1 899 26 39 z I lid . .S 54 60 - •• BLOCK 1 ;• 120 232.00 132 133 134 135 136 137 138 139 140 141 142 143 .;o;.; TOTAL STREET TREES z 3 131` O la s P` TOTAL TREES 150 268 + 55 w �H 56 57 58 59 +;` % - �; REMOVE DEAD/ DAMAGED > f `-� BRANCHES AND PRUNE TO — W 25' — — — — INTERNATIONAL SOCIETY OF Q L u ' •• ARBORICULTURE STANDARDS; LANDSCAPE I / m BUFFER -`•'.� WO P s - - s"w IMPROPERLY PRUNED TREES . . ... . . . . . ... . . . . . ... . . w MEASURED N ;+; W R s � p AS DETERMINED BY THE FROM FUTURE , 000 . . . '' .'.'.'.'.' ' ' * ci O CT) �— CKHAM TION ST „s W. ROCKHAMPTON CT $" s"s s"s +; ' �1!, LANDSCAPE ARCHITE BACK OF CRUB " °° — — o ' .` — ' ' O O O SHALL BE REMOVED AND cn •• Q o R ; — — — (2)-BVC WOOD TREE pp O p REPLACE. = Q LJJ m w STAKES(MIN. 6' HT) O p I— > 9.aoo_ > TRUNK FLARE. LOCATE PRIOR ro oo m o0 0 doo oa.o 000 o c em a °°o-®0 8O" ' 0 : I BLOCK 2 CHAINLOCK pppp BOE VISIBLE AFTER RPLANTING. z LL O W. ROCKHAMPTION ST. �+ ®- O z 7 TREE TIES p O U 0 O O O J O O O O O O 6" MULCH PER PLAN KEEP z Q LJ..I 0800' }' 1 �°•`•' 6 < 1 3 IN FLARE AWAY FROM TRUCK c Q _ �Qoo BLOCK 3 - a N rd'. 'd'• d d d d d `n ` R 36"GI FINISH GRADE I. d d d„ d d—�—d d d 3' — Q w o I •�• ROOT-- 1= 3" HT. WATERING BASING (� _ BERM LL o I HILL'S CENTURY FARM HILL'S CENTURY FARM I �— w BALL - o SUBDIVISION NO. 1 ° DEPTH I I FERTILIZER TABLETS z o o — SUBDIVISION NO. 2 � � _ — T' —I I—I I—III I FOLD BACK BURLAP FROM N w w DEVELOPER/OWNER LANDSCAPE ARCHITECT II I II II II II I I I III TOP j OF ROOTBALL. Q LANDSCAPE COVER SHEET N I N BRIGHTON DEVELOPMENT INC. KM ENGINEERING REMOVE WIRE BASKET. E 2929 W. NAVIGATOR DR., SUITE 400 9233 WEST STATE STREET NOTE: REMOVE TREATED ROOT- w BALL BACKFILL SOIL MIX GENTLY z 0 80' 160' 240' MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 OR SYNTHETIC BURLAP PACK BACKFILL USING WATER PHONE: (208) 378-4000 PHONE: (208) 639-6939 COMPLETELY. REMOVE WIDTH TO SETTLE SOIL AROUND LJ..I a Plan/Profile Scale: 1" = 80' CONTACT: JON WARDLE CONTACT: ALYSSA YENSEN, P.L.A ANY SOIL AND/OR ROOTBALL U EMAIL: jwardle@brightoncorp.com EMAIL: ayensen@kmengllp.com MULCH AWAY FROM 8" MIN PLANTING PIT 8" MIN ROOTBALL ON UNDISTURBED (/) o TREE CROWN AFTER g INSTALLATION. PIT SHALL BE A MIN. 2 TIMES WIDER SOIL J THAN ROOTBALL AT BASE AND A MIN. 3 TIMES WIDER THAN ROOTBALL J u 8'-0" $'-0" 7'-82" 7'-8 AT FINISH GRADE. DEPTH SHALL BE g POST ON-CENTER SPACING ® LEVEL PANEL POST ON-CENTER SPACING ® STEPPED PANEL NOTES: SAME AS THE ROOTBALL. 4x6 R.S. CEDAR 6 -� 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED o POST ® CORNERS 1X6 R.S. CEDAR STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL Z o AND STREET FACING 3�4" CHAMFER O 3/4" CHAMFER OVERLAPING PICKETS 4X4 R.S. CEDAR 4X4 R.S. CEDAR 5-1/2" MIN. STEP TOP RAIL ® STEPPED PANEL TO 4X4 R.S. CEDAR STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. z SECTIONS (TYP.) p POST (TYP.) (1" OVERLAP) POST (TYP.) ® POST (TYP.) POST (TYP.) EXTEND TO FAR EDGE OF POST POST (TYP.) 0 EACH END (TYP.) DECIDUOUS TREE PLANTING AND STAKING DETAIL 0 2X6 R.S. CEDAR TOP RAIL 2X6 R.S. CEDAR TOP RAIL �� 12" MAX. STEP - SHORTEN U PANEL IF NECESSARY NTS U 2X6 R.S. CEDAR TOP RAIL o 3 4" CHAMFER 2" METAL (2) 1" STEEL TUBE RAILS MIN. STEP = 2" Z z I 4X4 R.S. CEDAR 2" STEEL POST POST CAP 4" APPART (CLEAR) o _ o o POST (TYP.) ® POST (TYP.) MAX. STEP = 12" a � �Z N N rh 0 2X6 R.S. CEDAR TOP RAIL z 0J z O o II 2X4 R.S. CEDAR MIDDLE RAIL 2X4 R.S. CEDAR MIDDLE RAIL MULCH AT U u 0 2X4 R.S. CEDAR MIDDLE RAIL uj PLANTER N� C) TURF 8" BEDS O a o a _ CD in o �j 2X4 R.S. CEDAR MIDDLE RAIL �I = E N G I N E E R I N G L.L 0 M J w cn z I-1 1 1 1 1=1 11- =1 I I- ^�I 9233 WEST STATE STREET O 0 o N � _ I WH BOISE, IDAHO 83714 11—, PHONE(208)639-6939 a 2X6 R.S. CEDAR BOTTOM RAIL 2X6 R.S. CEDAR BOTTOM RAIL III III—III ' �,, 1=1 1 1 1 1 1_ kmengllp.com z 'I-1 I I—III III—I I III -1 I I- -1 I I—I I '_ DESIGN BY: AY 2X6 R.S. CEDAR BOTTOM RAIL FINISH1-_ w _ _ w _ OFFSET ATTACH EACH END OF MIDDLE RAIL WITH (1) ATTACH EACH END OF TOP AND BOTTOM RAIL WITH SLOPE BOTTOM RAIL 2X6 R.S. CEDAR BOTTOM GRADE —III-III=1 I II I l�l I 11— "— I TOPSOIL DRAWN BY: AY t 112 1" SQUARE STEEL (1) 1" STEEL TUBE '�—III— Z 16d GALV. RING-SHANK NAIL AND (1) #10 (2) 16d GALV. RING-SHANK NAILS AND (1) #10 TO MATCH GRADE RAIL Q SCREW - STAINLESS STEEL OR COATED. SCREW - STAINLESS STEEL OR COATED. WITH 3" OFFSET 1X6 R.S. CEDAR RODS 4" APPART (CLEAR) BOTTOM RAIL CHECKED BY: LICK .. OVERLAPING PICKETS TOE-NAIL ® CORNERS WITH (1" OVERLAP) CUT EDGE z 1 I DATE: APRIL 2020 w TYPICAL RAIL FASTENERS NOTE: PROJECT: 20-031 Y FENCE POST SET ON GRAVEL BED METAL FENCE FINISH TO BE SEMI-GLOSS BLACK RUSTOLEUM AND SET WITH CONCRETE (TYP.) ENAMEL PAINT 60% GLOSS BLACK POWDER COATING. SHEET NO. 7�� 2U SOLID STAINED CEDAR FENCING 35' CLEAR VISION METAL FENCE SHOVEL CUT L1.0 w 1NTS NTS 4NTS ^ 6 Ii 5 IP op=� SEE L4.0 PLANT SCHEDULE ••`•�� of �'''•. •.• P�E IDS •♦ PLANTING 6 PI 6 Pam' W p 6 I PI PI PI PI PI PI p PI s"PI s PI 6 PI BPI 6 6 PI I I TREES CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY �� 5� •0�••�•••••�O ♦♦♦♦ DETAIL #8 Totz W .. .. . a W.. . .. I �. •• SSA YEN •�� X X x .W/W W W W T . W W�W�W� : � l` • .v.z.- t--v W� W I QV •* , U 41 IIIII(as a ��•+ as + AP3 ACER TRUNCATUM X PLATANOIDES'KEITHSFORM' 2"CAL.B&B 35'X25' CLASS II 60 EG I NORWEGIAN SUNSET MAPLE '" • EG EG EG ~'.i . �.•'.s . �.•'.i I I ' 7 CE CARPINUS BETULUS 2"CAL.B&B 50'X40' CLASS II 52 ♦♦ Q • 6"PI Tom--.-8"PI ). ). ♦ 00 U) W• W . . . . .• . . . . .� I�. .. '�' �.. '�' �.. '� .� O O O O O 34 33 32 31 30 � I I 9N Y� •• v O ., DSCA �. a vi . . . . . . . . . r .i . �.•r .i . �.•r,= W 29 28 W. I 2 ,, ��III ,,� • 39 38 37 36 35 EUROPEAN HORNBEAM ♦♦i L �� •� W W BLOCK 1 o . ..... . .`�`�W "�` `'R '•• f. - •• f. - '•"' �L . I FA FRAXINUS AMERICANA'AUTUMN PURPLE' 2"CAL.B&B 50'X40' CLASS II 51 W .��W. . .�.�.�. 40�. . . :r;•�'.�.:°,r;'S'.Y.:°,r; S . :vas = 11 � I AUTUMN PURPLE ASH . ... .,. �o4. WIt � WI vi I _ I , f I'I .'Y,Wc" ��" .•.�Ql. •-•-�"W•W - " ° I` I I GI GLEDITSIA TRIACANTHOS'IMPERIAL 2"CAL.B&B 40'X35' CLASS II 35 . 6 I I O IMPERIAL HONEYLOCUST 'w I I 42 II v M W . . . . • I W 12"W _2" 12"W �W— 12'W 12" 12"W � v w MS MALUS X SPRING SNOW' 2"CAL.B&B 25 X18' CLASS I 17 v) a 12"W 2"W 12' ° 12' W1 "W N SPRING SNOW CRAB APPLEw1a" D 18'SD1a'W• DALRYMPLE LN.'S 1s"sD 1s"sD 4 — 10 z o 9 N WIW I �Y I i 8 S J PB PICEAOMORIKA'BRUNS' 6'-8'B&B 30'X10' CONIFER 17 8 I W O o W +W 0 Co . .+ . W U BRUNS SPRUCE 43 I� WSW n ° <<n v . v °NW �� >N � Q • °° N PB2 PIN US ARISTATA 6'-8'B&B 15'X15' CONIFER 15 N I 62 ° ° 84 I BRISTLECONE PINE W rI � a �� W I PC6 PYRUS CALLERYANA CAPITAL' 2"CAL.B&B 35'X15' CLASS II 21 fwl vi I I 44 N ° w- ° 85 86 CAPITAL CALLERY PEAR O O 87 88 89 90 91 92 93 94 95 un © s 63 O SHRUBS CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CITY 0 w N a a I I 3 O ° �nN 6 BS BUXUS SEMPERVIRENS'SUFFRUTICOSA' 2 GAL. 1•X2' 34 w N • TRUE DWARF BOXWOOD �u ~ ° ° rL I O °°1 ° �64 82 12 S =, ° s° ° 4° °1 ° ° u CC CARYOPTERIS X CLANDONENSIS BLUE MIST' 2 GAL. 3'X3' 49 L r a n 00 °s s° ° ° s °1 ° BLUE MIST SHRUB ° 6°I 6"P 6"P 6"F �� I I I 3 6"PI 6"PI 6"PI "PI ° y i 6„PI CA CORNUS ALBA'IVORY HALO'TM 2 GAL. 5•X6' 21 TATARIAN DOGWOOD tI . .� I . r r I .o a N d : Z 102 103 104 105 106 107 . ° ' O HL HYDRANGEA PANICULATA LIMELIGHT' 2 GAL. 6'X6' 61 N W I I ZO ° D Wo ° N LIMELIGHT HYDRANGEA O Ws. ' z r 66 a°° ° 80 vv, CO 47 S W� Z to W � � 7 JB3 JUNIPERUS HORIZONTALIS'BLUE CHIP' 2 GAL. 1•X6' 62 vi I I I O BLOCK 1 Z W s BLUE CHIP JUNIPER J N / W• . . I . . . . . . . . . . . . . 4 W . . . . . . I PN PHYSOCARPUS OPULIFOLIUS'SUMMER WINE' 2 GAL. 5'X5' 42 `SW 67 °73 W Wa°s W 3s�. "W W e'S SUMMER WINE NINEBARK W 5 W . . sy5 .W. 12:W . . .k2. . . . 1 cti W 9 79 S W W W W RF ROSA X'NOARE' 2 GAL. 3'X3' 224 s 12 1 12 10 - - - - - . W WQr- . W W . W W W T- ,- ro 3 W W . . . . W W . W W sn 00 O FLOWER CARPET RED GROUNDCOVER ROSE N . I ° . . . .W 7 I `, N W I �I ° S 68 78 WSW 108 vi I W I I 48 ° . .W.W . W • W" ` W . . . .W W. .W. I I 0 50 -100 150 GRASSES CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CITY N IWI W• .W.W.W.W.W. . .W. 00 W ... . . . .. WW (n Plan Scale: 1" - 50' PH2 PANICUM VIRGATUM HEAVY METAL 1 GAL. 4 X2 45 0 d 3 . 0° N . I a . . . - . . . . . . . I BLUE SWITCH GRASS . I IWI 69 . . . . .. BLOCK 1 .. N I W IWI I . . q I ' PH PENNISETUM ALOPECUROIDES'HAMELN' 1 GAL. 2'X2' 86 Z W I IWI a- 49 J W HAMELN DWARF FOUNTAIN GRASS +NW 10 J I IWI O ° . . . . . . . .W 101 W W .W W W W W W W W W W W W W . O .W I N ° ai W I IWI 4 d d . . . . . . W.W.W.W.W.W W . 1.�J r, SS2 SCHIZACHYRIUM SCOPARIUM STANDING OVATION' 1 GAL. 3'X3 158 �' I ` I IWI c S 70 ° 76 S . . . . . . . - W. 110 STANDING OVATION LITTLE BLUESTEM > 00 I j W I IWI1 CoS . . . . . . . . . I , W 3 U:G; W . . W I WI I I PERENNIALS CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CITY m 0 50 0 . . . . . . . �• I - N n I d O°°• .WW.WWW• RG ECHINACEA PURPUREA•PRARIE SPLENDOR' 1 GAL. 2•X2' 107� 71 SW W . . WWW . . W W W 111 ° PRAIRIE SPLENDOR CONEFLOWER V) _ W• W W p. . .a J . . . . . . . . . . . . . . . I °°' ° = Q . o HO HEMEROCALLIS X'STELLA DE ORO 1 GAL. 1 X2 337 ra W I 51 S W W I I STELLA DE ORO DAYLILY w .W I ° . . WWWWW W. . . . . W. 72 74 1 W '.I W.W.W. 6,.P�,.W W W��,rP��W. .W.6: W 112 6 e s I 0 Z Q I ° IS J W W . ° LH LAVANDULA ANGUSTIFOLIA HIDCOTE BLUE' 1 GAL. 2 X3 14 z Q r , HIDCOTE BLUE LAVENDER — U' ^ 6"PI v l N 00 a I n `.I ° I . .W W W ° ° • • 2 °o °o . . . . . I w � RL RUDBECKIA FULGIDA LITTLE GOLDSTAR' 1 GAL. 1.5'X1.5' 76 52 s W LITTLE GOLDSTAR BLACK-EYED SUSAN < L.j.r w z WI s"W s'w s" s'�v s'w s w — s w "w w a"w 81,w „ o to 8 W C 4 „s W. MACUMBO LN. s„ G J w . 5 a.. s„s I � I..L oN w .1 .0 a"S s 8" 8"S "S s" — J SM SALVIA X SYLVESTRIS'MAY NIGHT' 1 GAL. 2 X2 112 N W I IWI I 3 2 .� . . . . �. . . W+. . . . . . . = SAGE o vi I . . . I 53 s 4 . I W SOD/SEED CODE BOTANICAL/COMMON NAME CONT CITY F— w W SEE L3.0 I z N I . I I•, 5 . BLOCK 1 W PLANTING W W TR TURF SOD RHIZOMATOUS SOD 279,122 SF uj I I S 54 d W ° W BLOCK 1 DETAIL #5 I RHIZOMATOUS TALL FESCUE o 5 I y' TR2 WASHED TURF GRASS SOD 5,154 SF J N N I o �� 132 133 134 135 136 137 .r Y. a Ln a I r a 6 6 I SEE KEY NOTES _ g I " I •I I• I SEE L3.0 M . PLANTING DETAIL #6 I d 5 N AN 3 z ui I � I° Q 57 58 59 "/ W 0 gZ 6„PIS.--��•6"fdl . 0 5 I / 12 W. .`.W . . W — — — — KEY NOTES _ U 9 W a , W W I 1. INSTALL 36" (MIN.) TREE RING, WITH 3" PERMA—BARK AT EACH TREE LOCATED IN TURF AREA. 2. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE MAXIMUM HEIGHT OF . z ° A •• W W "W � a" W a„W ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT 10 N W W W W ` M STREET GRADE. () Z I"� W W• STs„ a S s I 6" I. . . s . . �� W . .6?IW.W °`' w 3. 10 ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10 CLEAR ZONE OF ALL ACHD STORM "s s s„ Z 2 °O°o °`b . . . �W% ® W ,.a _ • • • • I DRAIN PIPES, STRUCTURES, OR FACILITIES. 12 �N I I�, �� W ,� W — •W / °o r v 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. gN I .�. . . �. . . SEE L4.0 _ o 0 PLANTING 5. DEVELOPER TO INSTALL AND MAINTAIN 10' WIDE COMPACTED SHOULDER MEETING CONSTRUCTION STANDARDS OF THE D I I °° ° v; 000a o /.W�. W DETAIL #9 S TRANSPORTATION AUTHORITY PER UDC 1 1-3B-7C.5. L.L q;qiW. W Io ENGINEERING O n '� 0 ,o o �p000 o'o •• °° ° •W o o oo° o0 0:. o00° v € ca ac € ••. o°. 6. 6' SOLID STAINED CEDAR FENCING. SEE L1.0-2. 9233 WEST STATE STREET nJ I m0 I �'o oo o°000 00 0° °000 0 00 00 0 oo• .pO W ° W WI. WJ ° • <k w BOISE, IDAHO83714 O N I �N I . . 3 L W. ROCKHAMPTION ST.— . •. W �. W . . O2 D 7. 5' OPEN—VISION FENCE. SEE L1.0-3. COORDINATE NORTH BOUNDARY FENCE INSTALLATION WITH CENTURY FARM SELF PHONE(208)639-6939 a ,I _ • W•�o W•W �I• W 3 O O O "' D w STORAGE AND HILL'S CENTURY SUBDIVISION NO. 1 kmengllp.com z .• . . . . . . . Wes . . .S WIW z 6W p I Z 8. APPROXIMATELY t 4' HIGH LANDSCAPED BERM (3:1 SLOPES) WITHIN ROADWAY BUFFER. MATCH PREVIOUS PHASES. SEE DESIGN BY: AY N . = CIVIL PLANS FOR CONTOUR. Y 2 I a oo�o o .� 1 .WI. • Gk v DRAWN BY: AY . . W+. . . . . oF W. . !T I Q 9. SHOVEL CUT EDGE BETWEEN LAWN AND PLANTINGS BEDS. SEE L1.0-4. CHECKED BY: LCK BLOCK3 . W+W .W .W. WI.�..W. . . q�l Q ° o o d• W�,` �_, � . � �. +R DATE: APRIL 2020 z z el YI . .d` W � d d d d d d d d I 10. 5' PEDESTRIAN PATH PROJECT: 20 031 W . . . . W.W. .W.W.W. .WWW W. WWWWW . .�W.W.W.W. WWWWW W• W• . —� —� W . % W` `" "PI 6"PI 6"PI 6" I "P "PI 6"PI Y N 4 RI a 4IP P �4 PI 4 PIT4 PI 4 PI 4 I 4 1�4 PI 4 PI�4 P� a rI a I P a 11. INSTALL WASHED TURF GRASS IN INFILTRATION AREAS OF PONDS. SEE CIVIL PLANS FOR INFILTRATION POND DETAILS. SHEET NO. 5`_ w I I 6 I w 11 3 12. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH PERMEABLE FABRIC WEED BARRIER. I J Q SUBMIT MULCH SAMPLE TO OWNER FOR APPROVAL PRIOR TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK L2.0 LJ°°I AS THE ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBITED. tstso PLANT SCHEDULE ,��•``%,SgOFID�''4, 6 PI 6 PI s PI PI 6'P 6 6 — — — °� TREES CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY %%�� 5� SSAY ••••�'0��,�� 16 6 s I 6 1 6 1 I PI I 3 W W W W W v W W : :�� • 41 � � u • y + AP3 ACER TRUNCATUM X PLATANOIDES'KEITHSFORM' 2"CAL.B&B 35'X25' CLASS II 60 • H 18 i i�IW• d NORWEGIAN SUNSET MAPLE • �/.�-W�':' VII r, �• A-1 77 •� ti 5/12 20 • � • j oo ��° I CE CARPINUS BETULUS 2"CAL.B&B 50'X40' CLASS II 52 �� ••••••••• ��, Q I —6"PI 6"PI 6"PI 6"PI 6"PI— EUROPEAN HORNBEAM �i� lq �P �� 26 25 24 23 22 21 20 I Wi U ` •a � � •• SCA • ° I N FA FRAXINUSAMERICANA'AUTUMN PURPLE 2"CAL.B&B 50•X40• CLASS II 51 � � AUTUMN PURPLE ASH 17 19 Q ; W~ — W d o GI GLEDITSIATRIACANTHOS'IMPERIAL 2"CAL.B&B 40 X35 CLASS II 35 1 IMPERIAL HONEYLOCUST N � � I J ° A `z • w `� �, y�`• `• v� u , W MS MALUS X'SPRING SNOW' 2"CAL.B&B 25'X18' CLASS I 17 w W W W W SPRING SNOW CRAB APPLE cn 16 II 1 I � w 8„W 8 g~W ; 8„W 8„W 8"W 8'W 8" a / T° °' O. Q z s's 8' 8 s s'W. DALRYMPLE LN. 4 61 o � ° 8" 8"S 8"S 8"s s "• I 5_ PB PICEAOMORIKA'BRUNS' 6'-8'B&B 30'X10' CONIFER 17 8"w s"w 8"w „w "Lvf' BRUNS SPRUCE 2 3—SS2 Q W°cn �cn cn _ � � W , N� � W 4 mW (A 1—AP3 N 0) W. MACUMBO LN. 5—SM P62 PIN USARISTATA 6'-8'B&B 15'X15' CONIFER 15 W�W •W �Y BRISTLECONE PINE s„s 8" •• PC6 PYRUS CALLERYANA CAPITAL' 2"CAL.B&B 35'X15' CLASS II 21 !- �` W w CAPITAL GALLERY PEAR N 15 / z I 96 97 98 W 99 r) I I I — W W i �+ N` d 11 12 13 W SHRUBS CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CITY — cn a0 BS BUXUS SEMPERVIRENS'SUFFRUTICOSA' 2 GAL. 1'X2' 34 W NOTE: TRUE DWARF BOXWOOD p� w W r PLANTING DETAIL IS W W W .0• s ° ® d ° d ° ° ° °° �\ 2 e PLANTING DETAIL #5 LOT ISLANDS. PARKING CC CARYOPTERIS X CLANDONENSIS BLUE MIST' 2 GAL. 3'X3' 49 s BLUE MIST SHRUB rn ° � ° s s ° W/ 8..a' 0 60 120 180 jA ° 6"PI 6"PI 6"PI 6"PI 6"PI •• �C+ W 6"PI I I 6'p 6" Cw'PI W / W $S Plan Scale: 1" = 60' CA CORNUS ALBA'IVORY HALO'TM 2 GAL. 5'X6' 21 WI 3 1 — — 10 — TATARIAN DOGWOOD I' ao HL HYDRANGEA PANICULATA LIMELIGHT' 2 GAL. 6'X6• 61 W / LIMELIGHT HYDRANGEA O W• W 114 115 116 117 118 �Wi� Z,y r"w s'w 8' 8"W s" s"W •• W z rn to DWI I 12 W 2 Q a o o)q s~ �< m JB3 JUNIPERUS HORIZONTALIS'BLUE CHIP' 2 GAL. 1'X6• 62 DWI WI J I o•a o E. HILL PARK LN.—s's i BLUE CHIP JUNIPER A „s—8'S 8 s !• / a N 7—HO _ z 8—RF 12vi g"5� 0 O O PN PHYSOCARPUS OPULIFOLIUS'SUMMER WINE' 2 GAL. 5'X5' 42 y f W •�•W• W W "• " ° ci as �OOO' SUMMER WINE NINEBARK Y .W ♦8"g W r1V , Y s' W W y Q"SW S 3 W O fC.11 J 113 W W V w .I' Q W d� °� 3 �, W W W •\ 1 I 36"GI- U O O O RF ROSAX'NOARE' 2 GAL. 3'X3' 224 �I / � �? O FLOWER CARPET RED GROUNDCOVER ROSE Q �° SEE L3.0 6 m 7 0000 PLANTING DETAIL #7 p BLOCK 1 a W" W. _ w GRASSES CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CITY N S 149 4 W 6 `�' RF-3 3 PH2 PANICUM VIRGATUM HEAVY METAL' 1 GAL. 4'X2' 45 O © BLUE SWITCH GRASS 119 120 121 122 123 HO— °D z " 7 p w PH PENNISETUM ALOPECUROIDES'HAMELN' 1 GAL. 2'X2' 86 z W 10 °' HAMELN DWARF FOUNTAIN GRASS O S 148 3 W 0" W•W W SS2 SCHIZACHYRIUM SCOPARIUM STANDING OVATION' 1 GAL. 3'X3' 158 ° d d 1 d 1° ° ° ° d° 6 'tP W 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI PH-3 O STANDING OVATION LITTLE BLUESTEM > ° d ° ° • O O 3 1, ° ° s° ' °1 d ° d d a W W "PI °6"PI ° 6~PI 6"PI 6"PI 6"PI n W ` ` HO-1 DOQ 1—HO PERENNIALS CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CITY m s 147 W W 0 d 3—PH O Z " RG ECHINACEA PURPUREA'PRARIE SPLENDOR' 1 GAL. 2'X2' 107 T PRAIRIE SPLENDOR CONEFLOWER (/) 2 Q 124W J W = Q — F 125 126 127 128 129 W J130 I �" C HO HEMEROCALLIS X'STELLA DE ORO' 1 GAL. 1'X2' 337 _ w W W STELLA DE ORO DAYLILY °° `S 146 .• . � O Z Q } ° w \ 3 LH LAVANDULAANGUSTIFOLIA'HIDCOTE BLUE' 1 GAL. 2'X3' 14 z Q r , cn p W W W m HIDCOTE BLUE LAVENDER — V W � �W�°W W PLANTING DETAIL #6 o a � W RL RUDBECKIA FULGIDA LITTLE GOLDSTAR' 1 GAL. 1.5'X1.5' 76 z 0 60 120 180 LITTLE GOLDSTAR BLACK-EYED SUSAN Q W .��n .�. c��. .w W W �. •cn W m + W � 145 � Q o � W u o w s��8" w Plan Scale: 1" = 60'UMBO LN. 4 W a. W `' SM SALVIA X SYLVESTRIS'MAY NIGHT' 1 GAL. 2'X2' 112 18" s s s"s s W s\ SAGE O N W� W SOD/SEED CODE BOTANICAL/COMMON NAME CONT CITY w 144 m d z r �.` v v .v .v .v .v v v �• .v a W TR TURF SOD RHIZOMATOUS SOD 279,122 SF uj a I W > 1' `I `1 `I `I 1'a _ W RHIZOMATOUS TALL FESCUE 4 4 'WBLOCKI � ` W�W� a J a 138 139 140 141 142 143 W�W• ` W • ci TR2 WASHED TURF GRASS SOD 5,154 SF w W y' • J W W131 W �• r Y- SEE KEY NOTES W W W W W z •. W W i 8„W 8„W 8„W 8„W 8„W M „W s'Y z V Y V � O �/ W W C O Z �p Q a 6" I PI6p W $ .6"@I 6; "PL��6"DI •�•�r N 3—PH KEY NOTES Z ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HO-13 O U �W _ _ W ° A W RF— DO �0 9—HO 0 OO 11—HO 1. INSTALL 36" (MIN.) TREE RING, WITH 3" PERMA—BARK AT EACH TREE LOCATED IN TURF AREA. Z ° �.`" " " �. . W W ° . W .� W " ". d L PARK LN a 00 O E. HILL 2 CLEAR VISION TRIANGLE. I R E. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE MAXIMUM HEIGHT OF 8" s"w w "w 8"w 8"W 8"w , ° 'OOoOO oo O O(300 7—RF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT 4 STREET GRADE. V) Z W. ROCKHAMPTON CT. PH-6 �F z a �8"S 8" 8" 8' 8' 8' 8" 8" 8" 8"S 8"S s g s 8 s—8 a m o 8"s� 3. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM a c5 DRAIN PIPES, STRUCTURES, OR FACILITIES. W W •W � �. � .r• W W .W � W� � N V O A W d 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. o I � IWW` 0 50 100 150 w 5. DEVELOPER TO INSTALL AND MAINTAIN 10' WIDE COMPACTED SHOULDER MEETING CONSTRUCTION STANDARDS OF THE O 00 Ci o `•W `° Plan Scale: 1" = 50' � `I `I �' TRANSPORTATION AUTHORITY PER UDC 11-3B-7C.5. ENGINEERING L.L 3 ni I 6. 6' SOLID STAINED CEDAR FENCING. SEE L1.0-2. 9233 WEST STATE STREET J �� •° IW W BLOCK 2 a a a /J �� BOISE, IDAHO 83714 O W O7 a 7. 5' OPEN—VISION FENCE. SEE L1.0-3. COORDINATE NORTH BOUNDARY FENCE INSTALLATION WITH CENTURY FARM SELF PHONE(208)639-6939 �0 W 2 3 4 5 6 m a .v a STORAGE AND HILL'S CENTURY SUBDIVISION NO. 1 kmengllp.com z a w W I D O O O O io 4 �� 8. APPROXIMATELY t 4' HIGH LANDSCAPED BERM (3:1 SLOPES) WITHIN ROADWAY BUFFER. MATCH PREVIOUS PHASES. SEE DESIGN BY: AY \ DRAWN BY: AY = D 1 CIVIL PLANS FOR CONTOUR. Q I�!T.3 • IW W 9. SHOVEL CUT EDGE BETWEEN LAWN AND PLANTINGS BEDS. SEE L1.0-4. CHECKED BY: LCK Q Z 2 & r io IRR w I d d d d d d PLANTING DETAIL #7 DATE: APRIL 2020 z 10. 5' PEDESTRIAN PATH • d I d d d d d d PROJECT: 20 031 s"PI s"PI s"P "P s~ 6~ I s~PI s " I PI 0 60 120 180 11. INSTALL WASHED TURF GRASS IN INFILTRATION AREAS OF PONDS. SEE CIVIL PLANS FOR INFILTRATION POND DETAILS. z PI 4 6 I T PI�6-pi 6 PI T I 66--pi PI 4"PI—� 4"PI 4"PI-r 4"PI 4"PI 4"PI 4"PI- SHEET NO. _ w I Plan Scale: 1" = 60' 12. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH PERMEABLE FABRIC WEED BARRIER. J g 6 SUBMIT MULCH SAMPLE TO OWNER FOR APPROVAL PRIOR TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK L3•O W r AS THE ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBITED. ••••` P�E 0 F IDS '•., o �I '��•, :�v�SSA Y •s � /`� 3-HL 1-CA _ 4 4 O� 4 HO-34 3-HL 3-HL 3-PN 21-RG 6-SS2 3 HL HO-2 SS2-12 RF-12 N 12-RF 5-HL 12-SS2 3-PN 6-JB3 19-HO 14-RF • • 20-HO 19-RF 8-JB3 3-PN 11-SS2 2-PB SS2-5 1-CA 3-PN 1-CA 1-C 8-SS2 14-RF 3-PN 8-JB3 2-CA 3-PN n • �, 10�j PIN RG-1 N 1 1-RG • • . 0 3-SS2 RF-17 - 2-CA HL-3 1- 1-CA 3-HL FA 4 4 9 7-HO JB3-1 SS2-5 3-HL HL-5 3-HL I • • 4 � � 13-SS2 • A-1 77 • ♦ . 2-CA 21-RG 0000 Av 4 d„9 Id„9 —Id?3 —I 1111111` - - - - — — - - - — d„� d„ d ° ° m �y • -� ° ° • O . z O _ _ °�, :�� o _ — — - - — — 0 9 d — — - - - - - a �� — — — - -�- - — — - - — — - - —� - 3 3- -� a _ 4_ _� C. AP3- O - - _ _ — � — - - - - - — - -- - - - �/ - '— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PIN- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Lu — — — — — — — — — — `� - - - - - — — — — — — — — 4- - - - - - - - �- - - - - - - - - - _ — — — — — — U) — — — — — — — — — — — — — — LL, HL-3 >/ SS2-7 RF-15 I Q 2 E E P P E C C C C C C C C C C C C C C C C C C C C C C C C C C C C —C—C C C C C C C C C C C C C C- 9 2-PB2 1-PB 3-GI PB-2 PB2-2 1-PB 2-AP3 2-AP3 1-PB GI- N n S. EAGLE RD. 2—PB2 2—PB z o 4 U 4 PLANT SCHEDULE w W ' PN-3 d_ I 0 v~i 12-PH2 � - HL-3 Q O O O�O 1-PN TREES CODE BOTANICAL/COMMON NAME Jul 4 Z 55 °G •• ' F_ 0 0 O ° a 3-HL 0 (D O a 0 O Q O o + AP3 ACER TRUNCATUM X PLATANOI DES'KEITHSFORM' 14-RF 1-CA ° 0 0 1 2i _> C 00 a NORWEGIAN SUNSET MAPLE PB2-2 4-RG = O 0 2-PB2 3-PN 3-PN 1-CA J63- PN-3 CA- HL-3 PN-3 CA- PB- d E7a C u V � - 1-PB CE CARPINUS BETULUS 13-SS2 3- L 3-HL 10-JB3 HO-7 CA- HO-17 RG-17 CA- HL-3 SS2-7 PN-5 HL-3 0 7-RF 00 0 � EUROPEAN HORNBEAM 21-RG 34-HO RF-1 SS2-3 SS2- L-3 SS2-8 RF-8 11-PH2 L��, 4 FA FRAXINUSAMERICANA'AUTUMNPURPLE' ° 9 ° ° d� o 5-SS2 SS2-7 �`i ° AUTUMN PURPLE ASH �z ' �yO C) W -0 p p� O� Op — ° ° a �� ® o GI GLEDITSIATRIACANTHOS'IMPERIAL' ° IMPERIAL HONEYLOCUST SM-27 O�0 00 8-PH2 U — — — — 21-RL �v d MS MALUS X'SPRING SNOW' Q - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — - RL-17 - - - - SPRING SNOW CRAB APPLE — - - - — — — — — - - — — — - - — — - - — — - - - - — — 25-RG O — p 0 w p p Q - Lw — — — — - — — — — — — — - — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — rp a CC-14 4 4 4 4 4 4 7-CC 1 PB PICEA OMORIKA'BRUNS' m I BRUNSSPRUCE W 4 4 4 4 4 4 4 4 4 4 4 1 5-SS2 z SS2-7 I (V = 14 6-RF2 I PB2 PIN USARISTATA O H J ��77 BRISTLECONE PINE Q 1-AP d� z 5—JB3 S. EAGLE RD. I z PC6 PYRUS CALLERYANA'CAPITAL' E P p CAPITAL CALLERY PEAR 0 -C C C C C C C C C C C C C C C C C C— C C C C C C PB- PB2-2 2-PB — — — — — — 1-AP3 SHRUBS CODE BOTANICAL/COMMON NAME ' 1-AP3 \ � BS BUXUSSEMPERVIRENS'SUFFRUTICOSA' TRUE DWARF BOXWOOD Q PLANTING DETAIL #8 c o CC CARYOPTERIS X CLAN DONENSIS'BLUE MIST' 0 60 120 180 y BLUE MIST SHRUB V) = Q Plan Scale: 1" = 60' / = Q W CA CORNUS ALBA•IVORY HALO'TM TATARIAN DOGWOOD — 0 O z_ rrnn HL HYDRANGEA PANICULATA'LIMELIGHT' 0 � V y // LIMELIGHT HYDRANGEA z z .v y l // 1 JB3 JUNIPERUS HORIZONTALIS•BLUE CHIP' z o / d4 BLUE CHIP JUNIPER Q w Q W q �/ I� 7-LH PN PHYSOCARPUS OPULIFOLIUS'SUMMER WINE' 1 SUMMER WINE NINEBARK 17-BS RF ROSAX'NOARE' D Z �A� PC6- y FLOWER CARPET RED GROUNDCOVER ROSE / z W Q° OO O0� — —� — — — — — — — — — — ' O •• �• d // �, GRASSES CODE BOTANICAL/COMMON NAME r , — �./ PH2 PANICUM VIRGATUM'HEAVY METAL' BLUE SWITCH GRASS ,� O 0 a • • � � � • O o 0 • 2-HO kVso• 14-RF / �� PH PENNISETUM ALOPECUROIDES HAMELN' J 3-PH p O ° HAMELN DWARF FOUNTAIN GRASS = Q. �( 0 0. 1-PC6 o Q SS2 SCHIZACHYRIUM SCOPARIUM 'STANDING OVATION' 0 � STANDING OVATION LITTLE BLUESTEM Q :. 0 rn. 0 19-PH 19-RL PC6- o O ° G � � / N PC6- 20-HO W• ROCKHAMPTION ST. 20-S O O ° ° 1-PC6 / PERENNIALS CODE BOTANICAL/COMMON NAME U c� m O O O O O O O O • O O O O O ® 0@ O� © ° ° ••Q O O 5-CC my // 0 Q Q l RG ECHINACEA PURPUREA'PRARIE SPLENDOR' D O ° ° ° Q /�° o o p ,o ° o o � 0000 © o` o' 3-PH PRAIRIE SPLENDOR CONEFLOWER o r- O� 0 •� ° • `ems o}A o (o • o ° / L O nh 0 oa o0 0o a Q oQo 0000 0 00 000o o ° �,.� c� m (.)TO O 0 0 O O ® 5-CC 70 O O O O O O O a a a 1-PC6 f' HO HEMEROCALLIS X'STELLA DE ORO' RF-12 STELLA DE ORO DAYLILY a BS-17 CC-4 20-H 5-CC PC6- 19-SS2 ,i i, a / z LH-7 1-PC6 PC6- 19-PH 1-PC6 RL-1 20-SM 1 V U U 9 N w �.� .� LH LAVANDULAANGUSTIFOLIA'HIDCOTEBLUE' HIDCOTE BLUE LAVENDER a 4 / I O Y I RL RUDBECKIA FULGIDA'LITTLE GOLDSTAR' E N G I N E E R I N G L.L 3 y' y � � �' �' ` � �' � � 41 0, � 46 ��' �' LITTLE GOLDSTAR BLACK-EYED SUSAN 9233 WEST STATE STREET 0 a 4 a da '� 1 BOISE, IDAHO 83714 0 PHONE(208)639-6939 — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — �p 1-! SM SALVIA X SYLVESTRIS MAY NIGHT kmengllp.com ( Pam- IA z O O O 00 Y L L L , .V \L %Y 1Y 4L 14, �L 14, —\L L L L Y SAGE ' () r0 (o) (mil (mil (1 �l �1 �. DESIGN BY: AY Y SOD/SEED CODE BOTANICAL/COMMON NAME DRAWN BY: AY w CHECKED BY: LCK Q Z W TR TURF SOD RHIZOMATOUS y DATE: APRIL 2020 z W PLANTING DETAIL #9 RHIZOMATOUS TALL FESCUE Y PROJECT: 20-031 w SHEET NO. _ w 0 60 120 180 J Plan Scale: 1" = 60' L4.0 w 3 V