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CC - Plats Phase 2EG EG EG EG irr SD 8'' SS ss 8'' W w EP EP TOP TOP TOP TOP pi pi pi PI TOE TOE TOE TOE sd I-84 S E A G L E R D S M E R I D I A N R D E OVERLAND RD. E LAKE HAZEL RD. E VICTORY RD. E AMITY RD.S C L O V E R D A L E R D PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I C: \ U s e r s \ m a t t c \ a p p d a t a \ l o c a l \ t e m p \ A c P u b l i s h _ 6 4 9 6 \ B E - 3 8 2 - 1 5 0 4 _ 0 1 _ C O V E R . d w g - L a y o u t 1 - 7 / 1 0 / 2 0 1 5 0 7 : 4 7 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION TI T L E S H E E T & N O T E S LTS DGB C.1.0 CITY OF MERIDIAN, IDAHO C.1.0 TITLE SHEET & NOTES C.2.0 FINAL PLAT C.2.1 FINAL PLAT NOTES & TABLES C.3.0 OVERALL LAYOUT C.4.0 OFFSITE ROADWAY IMPROVEMENT PLAN C.4.1 E. LODGE TRAIL DR. & S. TRESTON CREEK WAY PLAN & PROFILE C.4.2 E. MORES TRAIL DR. PLAN & PROFILE STA: 0+00 TO 11+00 C.4.3 E. MORES TRAIL DR. PLAN & PROFILE STA: 11+00 TO 14+00 C.4.4 E. SHADY GLADE DR. PLAN & PROFILE C.4.5 S. TWLIGHT MIST WAY& E. BOW CANYON DR. PLAN & PROFILE C.4.6 STREET INTERSECTION PEDESTRIAN RAMP DETAILS C.5.0 STORM DRAIN PLAN & DETAILS C.6.0 PRESSURE IRRIGATION PLAN C.7.0 GRAVITY IRRIGATION PLAN & PROFILE SHEET INDEX VICINITY MAP (NTS) DESCRIPTIONDESCRIPTIONLINETYPE SHEET NUMBER DETAIL NUMBERSEE DETAIL SECTION CUT TP FINISH FLOOR ELEVATION TOP BACK OF CURB EDGE OF ASPHALT TOP OF REVERSE LIP CURB POINT OF CURVE POINT OF TANGENT INVERT GRADE BREAK GRADE CHANGE FLOW LINE POINT OF VERTICAL INTERSECTION POINT OF HORIZONTAL INTERSECTION CENTERLINE GRATE ELEVATION AT FLOWLINE SIDEWALK ELEVATION HIGH POINT SERVICE LENGTH TOP OF WALL/BOTTOM OF WALL TOP OF ASPHALT TOP OF CONCRETE FINISH GRADE TOP WALL BOTTOM WALL FFE TBC EOA TRLC PC PT INV GB GC FL PVI PI Ħ RIM SW HP SL TW/BW TOA TOC FG TW BW SPOT ELEVATIONTBC:XXXX.XX PEDESTRIAN RAMP W/VERTICAL CURB PER ISPWC SD-712C W/ DETECTABLE WARNING SURFACE "TRAFFIC YELLOW" VALLEY GUTTER PER ISPWC SD-708 DESCRIPTIONSYMBOL LEGEND B.O. 1.CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4.PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ). 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 6.ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3.7+(&2175$&7256+$//+$9(3/$1667$03('³$33529(')25 &216758&7,21´%<&,7<2)0(5,',$138%/,&:25.6'(3$570(17216,7($7 ALL TIMES. 4.ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5.CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6.ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 7.WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 8.INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 9.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4.PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 5.WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 6.THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 7.ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2.ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 3.MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 1.INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4.INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 5.LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER . 6.LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7.INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 8.THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. DEVELOPER WATER UTILITY REPRESENTATIVES ELECTRICITY TELEPHONE FIRE PUBLIC ROADS SEWER CONSTRUCTION STAKING WILL BE PROVIDED BY IDAHO SURVEY GROUP - GREG CARTER, PLS. PHONE NO. 846-8570 ELEVATIONS ARE BASED ON NAVD 88. %$6,62)%($5,1*1 ( 7+(($67/,1(6(&7,21 SURVEY INFORMATION CITY OF MERIDIAN IDAHO POWER CENTURYLINK MERIDIAN FIRE DISTRICT ACHD CITY OF MERIDIAN KYLE RADEK, PE VIC STEELMAN MELISSA MENDEZ CHIEF PERRY PALMER TIM NICHOLSON CLINT DOLSBY, PE 898-5500 388-6320 385-2144 888-1234 387-6100 884-5533 M SD S PROPOSED FIRE HYDRANT PER CITY OF MERIDIAN SPECIFICATIONS S.D. # W7 PROPOSED VALVE PROPOSED SINGLE SERVICE WATER METER PROPOSED DOUBLE SERVICE WATER METER PROPOSED BLOW-OFF & WATER VALVE PER CITY OF MERIDIAN SPECIFICATIONS S.D. # W12 PROPOSED SEWER SERVICE PER CITY OF MERIDIAN SPECIFICATIONS S.D. # SW3 & S.D. # S1 PROPOSED SEWER MANHOLE EXISTING SAND & GREASE TRAP PROPOSED STORM DRAIN CATCH BASIN ISPWC SD-601 PROPOSED STORM DRAIN MANHOLE ISPWC SD-611 PROPOSED NYLOPLAST DRAIN BASIN & INLINE DRAIN PROPOSED IRRIGATION SERVICE PROPOSED STREET SIGN PROPOSED STREET LIGHT (BY OTHERS) PROPOSED TYPE II SIDEWALK TERMINUS BARRICADE ISPWC SD-1132A (BARRICADE MUST INCLUDE A KICK PLATE FOR CANE DETECTION) PROPOSED TYPE III ROADWAY TERMINUS BARRICADE PER ISPWC SD-1132B WITH SIGN "THIS ROAD TO BE EXTENDED IN THE FUTURE." TEST PIT LOCATION EXISTING POWER POLE SYMBOL PROJECT BOUNDARY ROAD RIGHT-OF-WAY UTILITY, DRAINAGE & IRRIGATION EASEMENT ADJACENT LOT LINE CENTER LINE EXISTING EDGE OF PAVEMENT PROPOSED VERTICAL CURB ISPWC SD-701 EXISTING WATER LINE & SIZE PROPOSED WATER LINE & SIZE EXISTING SANITARY SEWER LINE & SIZE PROPOSED SANITARY SEWER LINE & SIZE PROPOSED STORM DRAIN LINE & SIZE EXISTING STORM DRAIN LINE EXISTING GRAVITY IRRIGATION LINE EXISTING EDGE OF GRAVEL EXISTING FENCE EXISTING TOP OF BANK EXISTING TOE OF BANK PROPOSED PRESSURE IRRIGATION EXISTING PRESSURE IRRIGATION DRAINAGE FLOW BREAK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DESIGN MAJOR CONTOUR DESIGN MINOR CONTOUR REMOVE AND REPLACE EXISTING ASPHALT WITH 2' MINIMUM SAWCUT pp BHH INVESTMENTS 1, LLC 1025 S. BRIDGE WAY PLACE, SUITE 290 BOISE, ID 83616 (208) 577-5501 CONTACT: BRAD PFANNMULLER 2600 2600 2599 NO R T H IDAHO STATE MAP 51 78 95 20I- 8 4 93 I- 8 4 I-86 I - 1 5 I- 1 5 I - 1 5 30 34 2 6 9 3 20 33 75 26 20 2 6 2 8 75 21 93 55 I - 8 4 52 95 95 95 12 13 9 5 95 I-90 95 95 M O N T A N A WY O M I N G UTAH CANADA WA S H I N G T O N OR E G O N BOUNDARY BONNER KOOTENAI SHOSHONE BENEWAH LATAH CLEARWATER NEZ PERCE LEWIS IDAHO ADAMS WASHINGTON VALLEY LEMHI CUSTER CLARK FREMONT BOISEGEM PAYETTE BLAINE CAMAS ELMOREADA CANYON OWYHEE BUTTE LINCOLNGOODING JEROME TWIN FALLS CASSIA MINIDOKA POWER ONEIDA BANNOCK CARIBOU FRANKLIN BEAR LAKE BINGHAM BONNEVILLE JEFFERSON MADISON TETON 1.7+(&2175$&7256+$//+$9(3/$1667$03('³$33529(')25 &216758&7,21´%<&,7<2)0(5,',$138%/,&:25.6'(3$570(17216,7($7 ALL TIMES. 2.ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 3.THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. 4.SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. C.O. PROJECT LOCATION BM#1 ELEV: 2676.93 N:7923.9720 E:6522.7090 1/2" IRON PIN BM#2 ELEV: 2681.68 N:9259.0788 E:6688.8755 1/2" IRON PIN 2599 CIVIL/SITE ENGINEER: 5700 FRANKLIN ROAD SUITE 160 NAMPA, ID 83687 (208) 436-4197 CONTACT: TED BURKE, PE HORROCKS ENGINEERS SURVEYOR: 1450 EAST WATERTOWER ST MERIDIAN, ID 83642 (208) 846-8570 CONTACT: GREG CARTER, PLS IDAHO SURVEY GROUP PROJECT LOCATION (CITY OF MERIDIAN, ADA COUNTY) PRIVATE ROADS CITY OF MERIDIAN WARREN STEWART, PE 387-6100 1 2 3 1 SOUTHERN HIGHLANDS SUBDIVISION PHASE II UTILITY REPRESENTATIVES PHONE GAS INTERMOUNTAIN GAS IDAHO POWER MISHELE SINGLETON VIC STEELMAN 377-6863 E TACONIC DR. M S . G R A P H I T E W A Y E . L O D G E T R A I L c o u r t 7 6 UPPIANO SUBDIVISION BOOK 26, PAGE 1632 E . M O R E S s . t e m p e s t t r a i l w a y E . M O R E S T R A I L D R . 1 2 1 4 1 3 1 2 1 1 1 0 9 4 5 6 7 8 3 4 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 8 3 2 1 1 2 3 4 6 7 C 8 9 1 0 1 1 C 1 2 1 2 C 3 4 5 6 7 3 5 C B L O C K 6 B L O C K 2 B L O C K 2 B L O C K 7 B L O C K 8 B L O C K 9 B L O C K 9 B L O C K 5 1 4 1 3 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 7 1 5 1 6 5 . 8 9 ' 85.01' 84.35' 149.19' 3 7 . 0 8 ' 6 ( 5 6 . 2 7 ' 1 : 3 2 . 5 2 ' 8 5 . 0 0 ' 6 ( 2 8 . 1 7 ' 6 ( 5 6 . 8 5 ' 8 5 . 0 0 ' 6 ( 8 4 . 9 8 ' 8 5 . 0 0 ' 6 ( 8 4 . 9 8 ' 8 5 . 0 0 ' 6 ( 2 8 . 2 2 ' 6 ( 5 6 . 8 7 ' 6 ( 7 1 . 7 6 ' 1 0 7 . 9 9 ' 85.00' 6 ( 1 3 7 . 0 7 ' 83.76' 6 ( 1 5 6 . 6 9 ' 4 4 . 0 7 ' 3 8 . 0 3 ' 96.73' 6 : 150.96' 9 0 . 0 0 ' 6 : 150.99' 6 : 151.01' 6 : 151.04' 9 0 . 0 0 ' 9 0 . 0 0 ' 2 4 . 9 9 ' 70.03' 70.02' 1 : 1 2 3 . 3 9 ' 1 5 6 . 7 6 ' 9 0 . 0 0 ' 9 0 . 0 0 ' 9 0 . 0 0 ' 1 0 5 . 9 6 ' 1 3 1 . 1 7 ' 3 6 : 1 2 6 . 9 9 ' 7 1 . 0 4 ' 6 : 1 4 7 . 8 8 ' 1 ( 1 4 7 . 6 9 ' 6 : 1 4 6 . 7 2 ' 2 8 . 1 7 ' 174.10' 2 8 . 1 9 ' 5 6 . 8 1 ' 5 6 . 7 9 ' 2 3 . 5 8 ' 8 5 . 0 0 ' 8 5 . 0 0 ' 7 5 . 0 1 ' 4 2 . 5 3 ' 3 8 . 0 3 ' 1 2 5 . 0 0 ' 8 5 . 0 0 ' 8 5 . 0 0 ' 8 5 . 0 0 ' 8 5 . 0 0 ' 8 5 . 0 0 ' 6 : 1 4 2 . 0 0 ' 6 : 1 4 2 . 0 0 ' 6 : 1 4 2 . 0 0 ' 8 5 . 0 0 ' 8 5 . 0 0 ' 6 : 1 4 2 . 0 0 ' 8 5 . 1 2 ' 1 1 7 . 8 1 ' 303.22' 1 ( 141.67' 7 3 . 9 0 ' 6 ( 7 6 . 0 2 ' 2 3 4 . 5 4 ' 2 7 . 2 4 ' 1 7 0 . 2 2 ' 1 : 9 7 . 0 2 ' 5 9 . 9 3 ' 8 5 . 0 3 ' 8 5 . 0 3 ' 8 5 . 0 3 ' 8 5 . 0 3 ' 1 8 . 9 3 ' 6 6 . 6 2 ' 7 5 . 8 8 ' 8 9 . 0 0 ' 8 5 . 0 0 ' 2 8 . 3 4 ' 1 ( 1 4 2 . 2 6 ' 1 3 2 . 7 2 ' 1 0 6 . 0 0 ' 8 5 . 0 0 ' 1 3 8 . 1 9 ' 1 7 . 2 8 ' 1 6 . 2 6 ' 5 b l o c k 2 b l o c k 2 R 5 0 ' S . T R E S T O N C R E E K W A Y E . L O D G E T R A I L D R I V E E . M O R E S T R A I L D R . S. T W I L I G H T M I S T W A Y E . B O W C A N Y O N D R . E . S H A D Y G L A D E D R . 8 5 . 0 4 ' 5 9 . 7 9 ' 6 ( 238.67' 1 : 1 7 0 . 3 0 ' 1 2 8 . 8 8 ' 1 3 8 . 2 6 ' 1 : 1 5 4 . 7 9 ' 1 0 1 . 3 9 ' 9 0 . 0 0 ' 6 4 . 4 7 ' 6 4 . 4 4 ' 1 ( 1 5 0 . 0 4 ' 1 1 1 . 0 0 ' 6 : 84.35' 6 ( 8 5 . 7 4 ' 1 ( 7 3 . 0 3 ' 1 ( 70.03' 6 ( 5 6 . 0 7 ' 8 5 . 0 0 ' 9 0 . 0 0 ' 6 : 1 4 2 . 0 3 ' 6 ( 1 6 6 . 7 9 ' 84.95' 1 ( 1 2 1 . 9 3 ' 1 ( 112.34' W H I T E B A R K S U B D I V I S I O N N O . 1 R 4 7 . 5 ' 6 3 . 7 7 ' 7 1 . 6 2 ' 9 5 . 3 3 ' 4 9 . 1 3 ' 1 4 6 . 3 7 ' 4 8 . 1 1 ' 1 4 6 . 0 6 ' 4 7 . 3 8 ' 1 4 6 . 6 2 ' 4 8 . 3 9 ' 1 4 6 . 5 4 ' 5 2 . 5 0 ' 1 4 0 . 7 7 ' 4 0 . 2 5 ' 1 5 2 . 9 4 ' 4 0 . 0 5 ' 1 5 0 . 9 1 ' 3 9 . 9 6 ' 1 5 1 . 3 6 ' 4 0 . 1 7 ' 1 5 9 . 1 4 ' 4 0 . 1 7 ' 1 5 5 . 2 6 ' 4 0 . 3 3 ' 1 5 2 . 2 5 ' 8 1 . 1 9 ' 8 5 . 2 6 ' 1 2 7 . 5 7 ' R 5 0 . 0 ' 2 2 6 . 2 1 ' 8 5 . 0 0 ' 3 1 . 7 4 ' B L A C K R O C K S U B D I V I S I O N N O . 1 B O O K 9 6 , P A G E 1 2 0 0 3 L O T S U M M A R Y T O T A L L O T S T O T A L B U I L D A B L E T O T A L C O M M O N T O T A L A C R E A G E 4 9 4 5 4 2 0 . 5 4 1 P L S 8 5 7 5 NORTH 0 8 0 4 0 1 6 0 2 4 0 5 7 0 0 E a s t F r a n k l i n R o a d S u i t e 1 6 0 N a m p a , I D 8 3 6 8 7 ( 2 0 8 ) 4 6 3 - 4 1 9 7 BLOCK P . O . B . 19'19' 1 9 ' 1 9 ' 1 9 ' 1 9 ' n W 1 / 1 6 S H E E T 1 O F 4 FINAL PLATL T S D G B C . 2 . 0 Curve Table Curve #LENGTH RADIUS DELTA CHORD CHORD BRG Line Table #LENGTH DIRECTION NOTES: 1.ALL LOTS IN THIS SUBDIVISION ARE SINGLE-FAMILY RESIDENTIAL LOTS, EXCEPT LOT 35, BLOCK 2, LOT 2, BLOCK 8, LOT 7 AND 11, BLOCK 9, WHICH ARE DESIGNATED AS COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SOUTHERN HIGHLANDS SUBDIVISION HOMEOWNERS' ASSOCIATION. 2.ALL LOT LINES COMMON TO THE PUBLIC RIGHT-OF-WAYS HAVE A TWENTY-ONE FOOT (21') WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE, AND IRRIGATION EASEMENT. ALL REAR LOT LINES HAVE A TEN FOOT (10') WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE, AND IRRIGATION EASEMENT. INTERIOR LOT LINES HAVE A TEN FOOT (10') WIDE (FIVE FOOT (5') ON EACH SIDE OF LOT LINE) WIDE PERMANENT DRAINAGE EASEMENT FOR THE PURPOSE OF STORING AND TRANSPORTING PROPERTY DRAINAGE UNLESS SHOWN OTHERWISE. IRRIGATION EASEMENTS DESCRIBED HEREIN ARE GRANTED TO THE SOUTHERN HIGHLANDS SUBDIVISION HOMEOWNERS' ASSOCIATION. 3.LOTS 24-29, 31-34 BLOCK 2 AND LOTS 2, 3, 9-14 BLOCK 7 HAVE A TEN FOOT (10') WIDE PRESSURE IRRIGATION EASEMENT AS SHOWN HEREON, IN FAVOR OF SOUTHERN HIGHLANDS SUBDIVISION HOMEOWNERS' ASSOCIATION. 4.ALL LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO A PUBLIC RIGHT OF WAY EASEMENT IN FAVOR OF ADA COUNTY HIGHWAY DISTRICT AS PER EASEMENT DOCUMENT INSTRUMENT NO. ON FILE IN THE OFFICE OF THE RECORDER, ADA COUNTY, IDAHO. 5.LOT 2, BLOCK 8 AND LOT 11, BLOCK 9 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM AS SHOWN HEREON. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED AS INSTRUMENT NO. , OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 6.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. 7.MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. 8.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 9.MAINTENANCE OF ANY DRAINAGE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT OR THE HOMEOWNERS' ASSOCIATION. 10.SEE RECORD OF SURVEY NO. 9866 FOR ADDITIONAL BOUNDARY INFORMATION. 11.THIS PLAT IS SUBJECT TO A LICENSE AGREEMENT WITH ADA COUNTY HIGHWAY DISTRICT FOR LANDSCAPING PER DOCUMENT RECORDED AS INSTRUMENT NO. , ON FILE IN THE OFFICE OF THE RECORDER, ADA COUNTY, IDAHO. 12.NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY RESTRICTION RELEASE. 13.THE BOTTOM OF ALL BUILDING FOOTINGS SHALL BE A MINIMUM OF 1.0' ABOVE HIGH SEASONAL GROUND WATER ELEVATION. 14.REFERENCE IS MADE TO PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. 15.THIS SUBDIVISION IS SUBJECT TO THE AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR BLACKROCK SUBDIVISION NO. 1, RECORDED AS INSTRUMENT NO. 10808367, RECORDS OF ADA COUNTY, IDAHO. 16.LOTS 24-29, AND 31-35, BLOCK 2 AND LOTS 1-3, AND LOTS 9-14 BLOCK 7 ARE SUBJECT TO A NON-BUILDABLE AREA AS SHOWN HEREON. REFER TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR SOUTHERN HIGHLANDS SUBDIVISION NO. 2 FOR RIGHTS, RESPONSIBILITIES AND RESTRICTIONS FOR THE NON-BUILDABLE AREA. 17.THIS PLAT IS SUBJECT TO A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN PER DOCUMENT RECORDED AS INSTRUMENT NO. 114034782, ON FILE IN THE OFFICE OF THE RECORDER, ADA COUNTY, IDAHO. 5700 East Franklin Road Suite 160 Nampa, ID 83687 (208) 463-4197 SHEET 2 OF 4 PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ D e s i g n \ B E - 3 8 2 - 1 5 0 4 _ F P - P H A S E 2 . d w g - S H E E T 2 - 7 / 1 0 / 2 0 1 5 0 7 : 4 8 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION FI N A L P L A T LTS DGB C.2.1 8'' W 8'' W 8'' W 8'' S S 8'' SS 8'' SS 8'' SS8' ' W 8' ' W 8'' W 8' ' S S 8' ' S S 8' ' W 8' ' W 8'' S S 8'' SS 8'' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S D S D S D S D 8' ' S S 8'' W s s s s s s 6' ' P I 6' ' P I 6' ' P I 6' ' P I 6 ' ' P I 6 ' ' P I 6' ' P I 6' ' P I 6' ' P I 4' ' P I 4' ' P I 4' ' P I 4' ' P I 6' ' P I 6' ' P I 6'' PI 6'' PI 6'' PI 6'' PI S S S S S S S S S S 6' ' P I M M M M M M M M M M M M M M M M M M M M IR R IR IRR IRRIRIRIR SD M B.O. B.O. B.O. B.O. 6'' P I 6'' P I 6' ' P I 6' ' P I 6' ' P I IR S D C.O. 8' ' W 8' ' W M M M M M 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi S D SD S D S D E . M O R E S T R A I L D R . E . L O D G E T R A I L D R . E . M O R E S T R A I L D R . E. B O W C A N Y O N D R . E. SHADY GLADE DR. TP TP TP TP WHITEBARK SUBDIVISION NO. 1 S. TR E S T O N C R E E K W A Y E . L O D G E T R A I L D R I V E S. T W L I G H T M I S T W A Y 1 2 14 13 12 11 10 9 4 5 6 7 8 34 33 32 31 30 29 28 27 26 25 24 8 3 2 1 1 2 3 4 6 7C 8 9 10 11C 12 1 2C 3 4 5 6 7 35C BLOCK 6 BLOCK 2 BLOCK 2 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 9 BLOCK 5 14 16 17 18 19 20 21 23 7 15 3 5 block 2 block 2 S. E A G L E R D . E. TACONIC DR. PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 3 _ O V E R A L L . d w g - L a y o u t 1 - 7 / 1 0 / 2 0 1 5 0 7 : 4 8 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION OV E R A L L L A Y O U T LTS DGB C.3.0 SEE SHEET C.4.4 S E E S H E E T C . 4 . 2 S E E S H E E T C . 4 . 3 SEE S H E E T C . 4 . 5 SEE S H E E T C . 4 . 5 SEE S H E E T C . 4 . 1 S E E S H E E T C . 4 . 1 SEE SHEET C.6.0 SEE SHEET C.7.0 SEE SHEET C.7.0 SE E S H E E T C . 4 . 0 NO R T H 0 50 25 100 150 SCALE: 1" = 50' EAGLE ROAD OFF SITE ROADWAY IMPROVEMENTS SEE SHEET C.5.0 SEE S H E E T C . 5 . 0 BENCH MARK #1 1/2" IRON PIN ELEV: 2676.93 BENCH MARK #2 1/2" IRON PIN ELEV: 2681.68 SEE SHEET C.4.0 TACONIC DR TEMP. STORMWATER POND SEE SHEET C.4.5 INSTALL P.I. SEE SHEET C.7.0 SSMH-1 SSMH-3 SSMH-4 SSMH-5 SDMH-4 CB-5 CB-4 SSMH-6 SDMH-3 SSMH-10 SSMH-11 SDMH-6 CB-1 CB-2 SDMH-1 SSMH-7 SDMH-2 SDMH-5CB-3 SSMH-8 SSMH-9 CB-6 CB-7 P R O J . N O : D R A W N : C H E C K : D E S I G N : D A T E : R E V B Y D A T E D E S C R I P T I O N 0 7 / 1 0 / 1 5 5700 East Franklin Rd. Suite 160 Nampa, ID 83687 (208) 463-4197 W A R N I N G 0 1 2 I F T H I S B A R D O E S N O T M E A S U R E 2 " T H E N D R A W I N G I S N O T T O S C A L E SOUTHERN HIGHLANDS SUBDIVISION - PHASE II H:\!2015\BE-382-1504 Sky Mesa Phase II\Project Data\Sheet_Files\PLAN OFFSITE\BE-382-1504_04_PLAN & STRIPING.dwg - Layout1 - 7/10/2015 08:01am, tedb B E - 3 8 2 - 1 5 0 4 F I N A L D E S I G N N O T R E L E A S E D F O R C O N S T R U C T I O N OFFSITE ROADWAY IMPROVEMENT PLANL T S J C S D G B C . 4 . 0 N O R T H 0 2 0 3 0 4 0 6 0 S C A L E : 1 " = 2 0 ' R O A D W A Y P L A N R O A D W A Y S I G N I N G & S T R I P I N G P L A N STA. 12+25 R3-7R 30" X 30" 150'150' DECEL/RIGHT TURN 1 5 0 ' T A P E R 2' MIN.SAWCUT TO CLEANSMOOTH EDGE P R O P O S E D R E L O C A T E D P O W E R P O L E ( B Y O T H E R S ) E A G L E R O A D E. TACONIC DR.EXISTING S T O P S I G N (PROTECT I N P L A C E ) E X I S T I N G S I G N ( P R O T E C T I N P L A C E ) E A G L E R O A D E. TACONIC DR. M A T C H T O E X I S T I N G S T R I P I N G EXISTING S T O P S I G N (PROTECT I N P L A C E ) E X I S T I N G S I G N ( P R O T E C T I N P L A C E ) 1 C O N S T R U C T R O A D S E C T I O N P E R I S P W C S D - 8 0 1 , S D - 8 0 2 A N D T Y P I C A L S E C T I O N 1 , T H I S S H E E T . 2 C O N S T R U C T 6 " V E R T I C A L C U R B & G U T T E R P E R I S P W C S D - 7 0 1 . 3 R E P A I R R U R A L D R I V E W A Y P E R I S P W C S D - 8 0 9 , L E N G T H P E R P L A N . . 4 S A W C U T ( 2 ' M I N I M U M I N T O E X I S T I N G P A V E M E N T ) A N D P A V E M E N T P A T C H P E R I S P W C S D - 3 0 1 , S D - 3 0 3 , S D - 8 0 6 , A N D A C H D R E Q U I R E M E N T S . 5 C O N S T R U C T R U R A L R O A D S E C T I O N P E R I S P W C S D - 8 0 2 A N D T Y P I C A L S E C T I O N 2 , T H I S S H E E T . 6 C O N S T R U C T C O N C R E T E D R I V E A P P R O A C H P E R I S P W C S D - 7 1 0 B ( N O S I D E W A L K ) , W I D T H P E R P L A N S . 7 C O N S T R U C T C U R B T E R M I N U S P E R I S P W C S D - 7 0 7 . R O A D W A Y K E Y N O T E S 1 P A V E M E N T M E S S A G E R I G H T T U R N A R R O W P E R A C H D T S - 1 1 1 3 . 7 4 " S O L I D D O U B L E Y E L L O W C E N T E R L I N E P E R A C H D T S - 1 1 1 2 . 1 5 8 " S O L I D W H I T E C H A N N E L I Z I N G L I N E P E R A C H D T S - 1 1 1 2 . . 1 7 4 " S O L I D W H I T E R I G H T E D G E L I N E P E R A C H D T S - 1 1 1 2 . S I G N I N G & S T R I P I N G K E Y N O T E S 22' EDGE OF PAVEMENT 411'11'160'DECEL/RIGHT TURN LANE157 1 7 310' 1 5 0 ' STA. 10+75.01TRAFFIC LANE R / W L I N E R/W LINE R / W L I N E R/W LINE S E C T I O N L I N E 1 . A L L E X I S T I N G U T I L I T I E S A N D S T R U C T U R E S T O B E P R O T E C T E D I N P L A C E U N L E S S N O T E D O T H E R W I S E . 2 . A L L C O N T R A C T O R S W O R K I N G W I T H I N T H E P U B L I C R O A D R I G H T - O F - W A Y A R E R E Q U I R E D T O S E C U R E A R I G H T - O F - W A Y C O N S T R U C T I O N P E R M I T F R O M A C H D O R I T D A T L E A S T T W E N T Y - F O U R ( 2 4 ) H O U R S P R I O R T O A N Y C O N S T R U C T I O N . 3 . A C H D O R I T D W I L L I N S P E C T A L L W O R K W I T H I N T H E P U B L I C R I G H T S - O F - W A Y T O I N C L U D E U T I L I T Y T R E N C H E S A B O V E T H E P I P E Z O N E . 4 . C O N T R A C T O R S H A L L C O N S T R U C T R O A D W A Y P E R P R O P O S E D P A V E M E N T S E C T I O N O R M A T C H E X I S T I N G , W H I C H E V E R S E C T I O N I S G R E A T E R . 5 . A L L S I G N S S H A L L C O M P L Y W I T H T H E M O S T R E C E N T V E R S I O N O F T H E M A N U A L O N U N I F O R M T R A F F I C C O N T R O L ( M U T C D ) A N D A C H D S T A N D A R D D E T A I L T S - 1 1 1 4 . 1 1 3 ' G R A V E L S H L D R 6 / 2 3 ( 9 $ 5 , ( 6 $ 7 7 $ 3 ( 5 C A T C H P O I N T O F B O R R O W D I T C H M A T C H E X I S T G R O U N D 9 $ 5 , ( 6 7 2 0 , 1 (;3$9(0(17 1 1 ' D E C E L / R I G H T T U R N L A N E EXIST 11' TRAFFIC LANE CL(SECTION PE R I S P W C S D - 8 0 2 A N D A C H D B M P 0 8 ) EAGLE ROAD WID E N I N G S E C T I O N W / G R A V E L S H O U L D E R 4 " A S P H A L T P A V E M E N T 8 " C R U S H E D G R A V E L 22" PIT RUN ( 6 " M I N U S ) COMP A C T U P P E R 6 " OF SU B G R A D E T O 95% D R Y D E N S I T Y 2 % SAWCUT TO CLEANSMOOTH EDGE STA. 10+75.01 STA. 12+25.01 STA. 13+75.01 EX. 20' IRR. EASEMENT INST. NO. 114011849 EX. 15' IRR. EASEMENT PER BLACKROCK SUBD. NO. 1 48' R/W LINE EX. 30' LAND. EASEMENTINST. NO. 106175713INST. NO. 108083676 EX. 20' IRR. EASEMENT PERBLACKROCK SUBD. NO. 136' R/W LINE EX. 5' IRR. EASEMENT PER BLACKROCK SUBD. NO. 1 EX. 10' IRR. EASEMENTINST. NO. 114011849 EX. 26' IR R . E A S E M E N T P E R BLACKR O C K S U B D . N O . 1 1/4 SECTION LINE 6 ( 1 ( 1/4 COR. SEC. 3 2 CP&F INST. NO . 9 5 0 8 8 3 6 7 STA:11+42.18OFF:0.00' E P T O A EXISTING ASPHALTPAVEMENT SECTION 1 5 4 S Y 1 2 2 L F 4 4 S Y 3 9 4 L F 1 5 0 S Y 1 E A 2 E A 2 E A 3 1 0 L F 1 6 0 L F 1 5 0 L F PROPOSED RELOCATEDPOWER POLE (BY OTHERS)(TYP) VARIES E D G E O F G R A V E L S H O U L D E R F L O W L I N E O F B O R R O W D I T C H 3 : 1 FLOWLINE 6" MIN. BELOW PIT RUN : , ' 7 + 9 $ 5 , ( 6 $ 7 7 $ 3 ( 5 F L O W L I N E O F B O R R O W D I T C H ( S E E A C H D B M P 0 8 ) S C A L E : N T S 32R50'1 5 STA. 11+26.65W = 12'6 S T A . 1 1 + 9 2 . 1 6 W = 1 6 ' 3 (SECTION PER ISPWC SD-801 & SD-806)EAGLE ROAD WIDENING SECTION W/CURB & GUTTERSCALE: NTS 2'C&G3:1 9$5,(6 72 0,1 (;3$9(0(17 11' DECEL/RIGHT TURN LANEEXIST 11' TRAFFIC LANE CL4" ASPHALT PAVEMENT8" CRUSHED GRAVEL 22" PIT RUN (6" MINUS)COMPACT UPPER 6"OF SUBGRADE TO95% DRY DENSITY 2%SAWCUT TO CLEANSMOOTH EDGE EPTOAEXISTING ASPHALTPAVEMENT SECTION 6"MATCHEXISTGROUND UTILITY POLE TO BERELOCATED(BY OTHERS) (TYP)OHP TO BERELOCATED(BY OTHERS) 3 ' G R A V E L S H O U L D E R C A T C H P O I N T O F B O R R O W D I T C H V A R I E S ( 3 . 7 5 ' M I N ) R O A D W A Y S E C T I O N S & D E T A I L S 7 END CURB & G U T T E R STA. 11+79.18, 2 2 . 0 0 ' L V A R I E S T A P E R SIGHTVISIBILITYTRIANGLE L O C A T I O N M A P O F F S I T E R O A D W A Y P R O J E C T L O C A T I O N NORTH 7 GRADE TO DRAINMATCH EXISTINGROADWAY SWALE 1.25' MIN 3' 2 ' S A N D P I T R U N ( 6 " M I N U S ) 5.5' A P P R O X I M A T E L O C A T I O N O F E X I R R I G A T I O N P I P E ( P R O T E C T I N P L A C E ) E X I S T I N G G R A D E 5 . 5 ' R / W 3 ' G R A V E L S H L D R 6 / 2 3 ( 9 $ 5 , ( 6 ) 5 2 0 7 2 7 + 5 2 8 * + 7 $ 3 ( 5 C A T C H P O I N T O F B O R R O W D I T C H M A T C H E X I S T G R O U N D ( S E C T I O N P E R I S P W C S D - 8 0 2 A N D A C H D B M P 0 8 ) B O R R O W D I T C H S E C T I O N A T E N D O F T A P E R 4 " A S P H A L T P A V E M E N T 8 " C R U S H E D G R A V E L 2 2 " P I T R U N ( 6 " M I N U S ) C O M P A C T U P P E R 6 " O F S U B G R A D E T O 9 5 % D R Y D E N S I T Y 2 % E P T O A E X I S T I N G P A V E M E N T 3 : 1 FLOWLINE 6" MIN. BELOW PIT RUN 9 $ 5 , ( 6 ) 5 2 0 7 2 7 + 5 2 8 * + 7 $ 3 ( 5 F L O W L I N E O F B O R R O W D I T C H ( S E E A C H D B M P 0 8 ) S C A L E : N T S V A R I E S ( 3 . 7 5 ' M I N ) 2 ' P V M N T 1.25' MIN 3' 2 ' S A N D P I T R U N ( 6 " M I N U S ) A P P R O X I M A T E L O C A T I O N O F E X I R R I G A T I O N P I P E ( P R O T E C T I N P L A C E ) E X I S T I N G G R A D E 5 . 5 ' R / W BEG CURB & GUTTERSTA. 10+37.37, 39.09'L EDGE OFGRAVELSHOULDER3' GRAVELSHOULDER P R O J E C T L O C A T I O N ( C I T Y O F M E R I D I A N , A D A C O U N T Y ) 8'' W 8'' W 8'' W 8'' W 8'' S S 8'' W 8' ' S S 8' ' S S 8' ' S S 8' ' W 8' ' W 8' ' W 8'' S S 8'' SS 8'' S S 8' ' S S S D s s 6 ' ' P I 6' ' P I 6' ' P I 6'' P I 4' ' P I 4' ' P I S S S S S M M M B.O. IR 0+ 0 0 1+ 0 0 2 + 0 0 3 + 0 0 4+00 5+0 0 6+00 7+0 0 8+0 0 8+3 3 PC : 0 + 8 5 . 7 4 Mid : 1 + 0 1 . 4 7 PT: 1 + 1 7 . 2 0 PC: 3 + 6 1 . 9 9 Mi d : 4 + 0 0 . 6 5 P T : 4 + 3 9 . 3 0 P C : 4 + 5 0 . 8 3 M i d : 5 + 2 2 . 7 7 P R C : 5 + 9 4 . 7 1 M i d : 6 + 7 0 . 3 3 P T : 7 + 4 5 . 9 6 E P : 8 + 3 3 . 1 9 C.O. 8' ' W M M M M S. TRE S T O N C R E E K W A Y E . L O D G E T R A I L D R I V E END CONSTRUCTION STA: -0+02.9 TBC = ??? END CONSTRUCTION STA: 0+12.9 TBC = 2707.31 STA: 0+43.5 TBC = 2706.73 STA: 1+43.1 TBC = 2705.12 STA: 1+61.1 TBC = 2704.39 STA: 0+62.9 TBC = 2706.19 STA: 0+85.7 TBC = 2705.77 STA: 1+17.2 TBC = 2705.19 STA: 1+17.0 TBC = 2705.20 STA: 2+02.0 TBC = 2703.94 STA: 2+70.0 TBC = 2703.19 STA: 2+87.0 TBC = 2703.01 STA: 3+62.0 TBC = 2702.34 STA: 3+52.9 TBC = 2702.27 STA: 3+60.0 TBC = 2702.15 STA: 3+64.0 TBC = 2702.07 STA: 4+03.8 TBC = 2701.50 STA: 4+20.3 TBC = 2700.79 STA: 4+39.3 TBC = 2700.10 STA: 4+50.8 TBC = 2699.60 STA: 4+37.3 TBC = 2699.97 STA: 4+48.4 TBC = 2699.50 STA: 5+64.0 TBC = 2692.69 STA: 5+94.7 TBC = 2690.60 STA: 5+57.3 TBC = 2693.14 STA: 5+94.7 TBC = 2690.60 STA: 7+46.0 TBC = 2682.61 STA: 7+48.2 TBC = 2682.57 STA: 7+46.0 TBC = 2682.61 1 0 9 5 6 7 8 34 33 32 30 2 9 35C B L O C K 2 BLOCK 2 17 18 block 2 E . M O R E S T R A I L D R . STA: 0+25.6 TBC = 2706.87 ST A : 1 + 0 1 . 4 7 ( 4 . 8 3 , R ) SS M H 1 RI M : 2 7 0 5 . 4 8 IN V I N : 2 6 9 8 . 1 0 - 8 " ( N W ) IN V O U T : 2 6 9 8 . 0 0 - 8 " ( S E ) 317.23' of 8" S D R 3 5 P V C @ 2 . 3 1 % ST A : 4 + 0 1 . 9 3 ( 3 0 . 2 8 , R ) SS M H 3 RI M : 2 7 0 1 . 1 5 IN V I N : 2 6 9 0 . 6 6 - 8 " ( N W ) IN V O U T : 2 6 9 0 . 5 6 - 8 " ( N E ) 151.32' o f 8 " S D R 3 5 P V C @ 3 . 7 3 % ST A : 5 + 3 7 . 0 5 ( - 0 . 5 7 , L ) SS M H 4 RI M : 2 6 9 4 . 3 9 IN V I N : 2 6 8 4 . 9 1 - 8 " ( S W ) IN V O U T : 2 6 8 4 . 8 1 - 8 " ( E ) 118.7 5 ' o f 8 " S D R 3 5 P V C @ 5 . 0 0 % ST A : 6 + 5 4 . 3 6 ( 1 0 . 4 7 , R ) SS M H 5 RI M : 2 6 8 6 . 2 4 IN V I N : 2 6 7 8 . 8 7 - 8 " ( W ) IN V O U T : 2 6 7 8 . 7 7 - 8 " ( N E ) 122.95 ' o f 8 " S D R 3 5 P V C @ 4 . 9 2 % ST A : 7 + 4 0 . 1 1 ( 6 . 0 0 , R ) SS M H 6 RI M : 2 6 8 2 . 3 3 IN V I N : 2 6 7 2 . 7 2 - 8 " ( S W ) IN V O U T : 2 6 7 2 . 6 2 - 8 " ( N W ) ST A : 7 + 4 4 . 6 7 ( 1 1 . 8 8 , R ) SD M H 3 RI M : 2 6 8 2 . 2 5 IN V I N : 2 6 7 7 . 1 1 - 1 2 " ( S E ) IN V I N : 2 6 7 7 . 1 1 - 1 2 " ( S W ) IN V O U T : 2 6 7 6 . 6 1 - 1 8 " ( N W ) 25.80' of 12" HDPP (ADS) PIPE @ 1.98% ST A : 7 + 4 5 . 5 9 ( 8 . 6 3 , R ) SD M H 4 RI M : 2 6 8 2 . 5 3 IN V I N : 2 6 7 7 . 6 2 - 1 2 " ( S E ) IN V I N : 2 6 7 7 . 6 2 - 1 2 " ( N W ) IN V O U T : 2 6 7 7 . 6 2 - 1 2 " ( N E ) ST A : 7 + 4 5 . 9 6 ( - 1 5 . 5 0 , L ) CB 4 RI M : 2 6 8 2 . 3 7 IN V O U T : 2 6 7 7 . 8 6 - 1 2 " ( S E ) ST A : 7 + 4 5 . 9 6 ( 1 5 . 5 0 , R ) CB 5 RI M : 2 6 8 2 . 3 7 IN V O U T : 2 6 7 7 . 8 0 - 1 2 " ( N W ) ST A : 1 + 5 9 . 4 8 4" S S S E R V I C E ( L T ) ST A : 2 + 4 4 . 4 8 4" S S S E R V I C E ( L T ) ST A : 3 + 2 4 . 4 8 4" S S S E R V I C E ( L T ) ST A : 2 + 1 0 . 6 3 6" S S S E R V I C E ( R T ) ST A : 3 + 1 5 . 0 0 6" S S S E R V I C E ( R T ) ST A : 3 + 7 3 . 7 5 6" S S S E R V I C E ( R T ) ST A : 4 + 0 5 . 6 4 6" S S S E R V I C E ( R T ) ST A : 4 + 8 9 . 2 4 6" S S S E R V I C E ( R T ) ST A : 7 + 0 8 . 4 4 6" S S S E R V I C E ( R T ) 95.85' of 8" S D R 3 5 P V C @ 3 . 0 3 % 2660 2670 2680 2690 2700 2710 2720 2730 2660 2670 2680 2690 2700 2710 2720 2730 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 0+00 27 0 7 . 8 6 1+00 27 0 5 . 6 0 27 0 4 . 4 2 2+00 27 0 4 . 0 5 27 0 2 . 3 1 3+00 27 0 2 . 9 5 27 0 0 . 8 1 4+00 27 0 1 . 3 7 26 9 8 . 4 8 5+00 26 9 6 . 8 6 26 9 3 . 4 6 6+00 26 9 0 . 1 2 26 8 8 . 4 6 7+00 26 8 4 . 0 5 26 8 3 . 2 8 8+00 26 8 0 . 9 9 -2.00%-1.80%0.50% -6.80 % -1.10% -3.50% -1.83% GR A D E B R E A K S T A = 0 + 0 0 . 0 0 EL E V = 2 7 0 7 . 8 6 GR A D E B R E A K S T A = 1 + 6 1 . 0 9 EL E V = 2 7 0 4 . 4 8 GR A D E B R E A K S T A = 7 + 6 6 . 1 9 EL E V = 2 6 8 2 . 3 3 GR A D E B R E A K S T A = 7 + 9 8 . 1 9 EL E V = 2 6 8 2 . 1 2 LOW PT STA: 7+45.96 LOW PT ELEV: 2682.70 PVI STA:6+95.96 PVI ELEV:2683.60 K:20.00 LVC:100.00 BV C S : 6 + 4 5 . 9 6 BV C E : 2 6 8 7 . 0 0 EV C S : 7 + 4 5 . 9 6 EV C E : 2 6 8 2 . 7 0 HIGH PT STA: 3+45.31 HIGH PT ELEV: 2702.46 PVI STA:4+32.81 PVI ELEV:2701.49 K:30.70 LVC:175.00 BV C S : 3 + 4 5 . 3 1 BV C E : 2 7 0 2 . 4 6 EV C S : 5 + 2 0 . 3 1 EV C E : 2 6 9 5 . 5 4 4' M I N (T Y P ) 6' ' P I 6' ' P I S M 8' ' W 8' ' W 8' ' W M 33 32 31 30 2 7 BLOCK 2 16 17 18 19 20 block 2 PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 4 _ P L A N & P R O F I L E S . d w g - C . 4 . 1 - 7 / 1 0 / 2 0 1 5 0 7 : 4 9 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION E. L O D G E T R A I L D R . & S . T R E S T O N C R E E K W A Y LTS DGB C.4.1 NO R T H 0 40 20 80 120 SCALE: 1" = 40' TYPICAL STREET SECTION 2%2% PL A N & P R O F I L E RETAINING WALL MAX HEIGHT 3' M A T C H L I N E M A T C H L I N E SE E T H I S S H E E T SE E T H I S S H E E T SITE MAP S S M H - 1 S S M H - 3 12' 1 2 ' 1 2 ' SSMH - 4 SSM H - 5 S S M H - 6 PROPOSED FINISH GRADE EXISTING GRADE 6' CB- 4 CB- 5 S D M H - 3 SDM H - 4 PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS INSTALL TYPE II BARRICADE INSTALL TYPE III BARRICADE W/SIGN "THIS ROAD WILL BE EXTENDED IN THE FUTURE" AND W/KICK PLATE AT BASE AND CANE DETECTION INSTALL TYPE II BARRICADE 38' R O W 34' T B C 5 ' INSTALL 288 LF 8" C900 PVC ISOLATE EXISTING WATER MAIN REMOVE EXISTING ELBOW INSTALL 8"X6" TEE RECONNECT HYDRANT LATERAL INSTALL 105 LF 8" C900 PVC INSTALL 306 LF 8" C900 PVC INSTALL 149 LF 8" C900 PVC INSTALL 119 LF 8" C900 PVC INSTALL 137 LF 8" C900 PVC E. LODGE TRAIL DRIVE/S. TRESTON CREEK WAY IN S T A L L T E M P O R A R Y B L O W O F F HO T T A P E X . 1 2 " M A I N W/ 1 2 " x 6 " T A P P I N G S A D D L E IN S T A L L F I R E H Y D R A N T A S S E M B L Y IN S T A L L 8 " T E E ( M J ) W/ B L O C K I N G O R J O I N T R E S T R A I N T 8" G A T E V A L V E ( 3 ) HOT TAP EX. 12" MAIN W/12"x8" TAPPING SADDLE 8" GATE VALVE 8" C9 0 0 P V C W A T E R M A I N 8'' W 8' ' W 8' ' S S 8'' W 8 ' ' W 8'' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS SD SD SD SD 8 ' ' S S 8' ' W ss s s 4'' PI 4'' PI 4'' PI 4'' PI 4'' PI 6 ' ' P I 6 ' ' P I S SS S S S M M M M M M M M M M M M I R R SD M B. O . - 0 + 5 0 0 + 0 0 1 + 0 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 BP: - 0 + 5 0 . 0 0 PC: 0 + 8 4 . 3 7 Mid : 1 + 2 4 . 8 1 PT : 1 + 6 5 . 2 5 PC : 9 + 7 1 . 4 4 Mi d : 1 0 + 1 9 . 3 2 P R C : 1 0 + 6 7 . 2 0 Mi d : 1 1 + 3 9 . 2 0 S D S D M S D SD S D S D SD S. T R E S T O N C R E E K W A Y E. MORES TRAIL DR. S. T W I L I G H T M I S T W A Y STA: 0+00.0 TBC = 2681.31 STA: 0+00.0 TBC = 2681.31 STA: 0+85.1 TBC = 2680.87 STA: 0+84.4 TBC = 2680.88 STA: 0+84.9 TBC = 2680.88 STA: 1+11.0 TBC = 2680.36 STA: 2+26.8 TBC = 2679.35 STA: 2+14.0 TBC = 2679.49 STA: 1+30.3 TBC = 2680.33 STA: 1+21.6 TBC = 2680.48 STA: 1+34.8 TBC = 2680.25 STA: 2+51.1 TBC = 2679.09 STA: 2+70.9 TBC = 2679.18 STA: 3+36.1 TBC = 2679.57 STA: 3+40.9 TBC = 2679.60 STA: 4+65.9 TBC = 2680.35 STA: 4+21.1 TBC = 2680.08 STA: 5+50.9 TBC = 2680.94 STA: 6+35.9 TBC = 2681.59 STA: 6+99.1 TBC = 2682.07 STA: 7+20.9 TBC = 2682.23 STA: 7+69.1 TBC = 2682.18 STA: 8+05.9 TBC = 2682.01 STA: 8+58.1 TBC = 2681.77 STA: 8+95.9 TBC = 2681.60 STA: 9+43.1 TBC = 2681.39 STA: 9+71.4 TBC = 2681.52 STA: 10+58.7 TBC = 2681.91 STA: 10+67.2 TBC = 2681.95 STA: 10+67.2 TBC = 2681.95 STA: 11+41.8 TBC = 2682.29 STA: 11+12.6 TBC = 2682.16 STA: 10+26.6 TBC = 2681.77 STA: 5+06.1 TBC = 2680.60 STA: 5+91.1 TBC = 2681.24 STA: 1+83.9 TBC = 2679.71 1 2 14 13 12 11 10 9 29 28 27 26 25 21 12346 1 2C BLOCK 6 BLOCK 2BLOCK 7 BLOCK 9 3 5 STA: 2+10.2 TBC = 2679.47 E. MORES TRAIL DR. ST A : 7 + 4 0 . 1 1 ( 6 . 0 0 , R ) SS M H 6 RI M : 2 6 8 2 . 3 3 IN V I N : 2 6 7 2 . 7 2 - 8 " ( S W ) IN V O U T : 2 6 7 2 . 6 2 - 8 " ( N W ) 419.77' of 8" SDR 35 PVC @ 0.40% ST A : 3 + 1 6 . 3 3 ( 6 . 0 0 , R ) SS M H 7 RI M : 2 6 7 9 . 4 2 IN V I N : 2 6 7 0 . 9 4 - 8 " ( S E ) IN V I N : 2 6 7 0 . 9 4 - 8 " ( N W ) IN V O U T : 2 6 7 0 . 8 4 - 8 " ( N E ) 184.17' of 8" SDR 35 PVC @ 0.40% ST A : 1 + 3 1 . 5 9 ( 1 2 . 3 0 , R ) SS M H 1 1 RI M : 2 6 8 0 . 2 3 IN V I N : 2 6 7 1 . 7 8 - 8 " ( N ) IN V O U T : 2 6 7 1 . 6 8 - 8 " ( S E ) 118.01' of 8" SDR 35 PVC @ 0.60% ST A : 0 + 1 5 . 4 4 ( 0 . 0 0 , R ) SS M H 1 0 RI M : 2 6 8 1 . 3 2 IN V O U T : 2 6 7 2 . 4 9 - 8 " ( S ) ST A : 2 + 5 1 . 2 2 ( - 2 2 . 0 4 , L ) SD M H 6 RI M : 2 6 7 8 . 6 6 IN V O U T : 2 6 7 4 . 2 6 - 1 8 " ( N W ) 6.54' of 18" HDPP (ADS) PIPE @ 1.50% 154.89' of 18" HDPP (ADS) PIPE @ 0.40% ST A : 2 + 5 1 . 1 0 ( - 1 5 . 5 1 , L ) CB 1 RI M : 2 6 7 8 . 8 5 IN V I N : 2 6 7 4 . 3 6 - 1 8 " ( S W ) IN V O U T : 2 6 7 4 . 3 6 - 1 8 " ( N E ) ST A : 2 + 5 1 . 0 0 ( 1 1 . 5 8 , R ) SD M H 1 RI M : 2 6 7 8 . 9 5 IN V I N : 2 6 7 4 . 6 3 - 1 8 " ( S E ) IN V I N : 2 6 7 5 . 1 5 - 1 2 " ( S W ) IN V O U T : 2 6 7 4 . 6 3 - 1 8 " ( N E ) ST A : 4 + 0 5 . 8 9 ( 1 2 . 0 0 , R ) SD M H 2 RI M : 2 6 7 9 . 8 4 IN V I N : 2 6 7 5 . 2 5 - 1 8 " ( S E ) IN V O U T : 2 6 7 5 . 2 5 - 1 8 " ( N W ) 338.77' of 18" HDPP (ADS) PIPE @ 0.40% ST A : 7 + 4 4 . 6 7 ( 1 1 . 8 8 , R ) SD M H 3 RI M : 2 6 8 2 . 2 5 IN V I N : 2 6 7 7 . 1 1 - 1 2 " ( S E ) IN V I N : 2 6 7 7 . 1 1 - 1 2 " ( S W ) IN V O U T : 2 6 7 6 . 6 1 - 1 8 " ( N W ) 198.66' of 12" HDPP (ADS) PIPE @ 0.50% ST A : 7 + 3 2 . 6 1 4" S S S E R V I C E ( R T ) ST A : 6 + 7 8 . 3 9 4" S S S E R V I C E ( R T ) ST A : 6 + 0 3 . 2 4 4" S S S E R V I C E ( R T ) ST A : 5 + 1 8 . 3 9 4" S S S E R V I C E ( R T ) ST A : 4 + 0 3 . 3 9 4" S S S E R V I C E ( R T ) ST A : 0 + 4 2 . 5 0 4" S S S E R V I C E ( R T ) ST A : 6 + 4 5 . 1 1 4" S S S E R V I C E ( L T ) ST A : 5 + 4 8 . 6 1 4" S S S E R V I C E ( L T ) ST A : 4 + 6 3 . 6 1 4" S S S E R V I C E ( L T ) ST A : 3 + 7 8 . 6 1 4" S S S E R V I C E ( L T ) ST A : 2 + 9 3 . 6 1 4" S S S E R V I C E ( L T ) ST A : 2 + 1 8 . 7 1 4" S S S E R V I C E ( L T ) ST A : 1 + 5 7 . 6 4 4" S S S E R V I C E ( L T ) ST A : 1 + 1 3 . 6 6 4" S S S E R V I C E ( L T ) ST A : 0 + 4 7 . 5 0 4" S S S E R V I C E ( L T ) ST A : 9 + 4 3 . 3 2 ( 1 0 . 4 5 , R ) SD M H 5 RI M : 2 6 8 1 . 9 8 IN V I N : 2 6 7 8 . 1 0 - 1 2 " ( S W ) IN V O U T : 2 6 7 8 . 1 0 - 1 2 " ( N W ) ST A : 9 + 4 3 . 3 2 ( 1 5 . 5 1 , R ) CB 3 RI M : 2 6 8 1 . 1 6 IN V O U T : 2 6 7 8 . 1 5 - 1 2 " ( N E ) ST A : 1 + 2 6 . 0 0 [ + 2 5 = % ( 1 ' ST A : 2 + 8 9 . 8 4 8" C O N N E C T I O N T O E X . M A I N ST A : 2 + 5 1 . 1 1 ( 1 5 . 5 0 , R ) CB 2 RI M : 2 6 7 8 . 8 5 IN V O U T : 2 6 7 5 . 2 5 - 1 2 " ( N E ) ST A : 0 + 8 2 . 9 4 3/ 4 " W A T E R S E R V I C E ( L T ) ST A : 0 + 8 1 . 9 4 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 1 + 8 0 . 6 1 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 3 + 3 8 . 7 0 8" W A T E R T E E ST A : 7 + 1 8 . 7 0 8" W A T E R T E E ST A : 3 + 3 8 . 1 1 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 5 + 0 8 . 2 1 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 5 + 9 3 . 1 4 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 8 + 5 6 . 1 9 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 9 + 4 9 . 8 7 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 4 + 6 7 . 9 0 3/ 4 " W A T E R S E R V I C E ( L T ) ST A : 6 + 3 7 . 7 1 3/ 4 " W A T E R S E R V I C E ( L T ) ST A : 8 + 0 7 . 9 0 3/ 4 " W A T E R S E R V I C E ( L T ) ST A : 1 0 + 5 6 . 8 7 3/ 4 " W A T E R S E R V I C E ( L T ) E l e v a t i o n 2650 2660 2670 2680 2690 2700 2710 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 0+00 26 8 1 . 4 0 26 7 9 . 4 2 1+00 26 8 0 . 8 1 26 7 8 . 5 8 2+00 26 7 9 . 7 3 26 7 8 . 0 5 3+00 26 7 9 . 4 4 26 7 7 . 8 8 4+00 26 8 0 . 0 4 26 7 8 . 6 3 5+00 26 8 0 . 6 4 26 7 9 . 2 7 6+00 26 8 1 . 4 0 26 8 0 . 1 9 7+00 26 8 2 . 1 6 26 8 0 . 7 9 8+00 26 8 2 . 1 3 26 8 0 . 7 1 9+00 26 8 1 . 6 8 26 8 0 . 4 5 10+00 26 8 1 . 7 4 26 8 0 . 7 1 11+00 26 8 2 . 1 9 26 8 0 . 7 3 0.60% -0.50% -0.45%0.45% 0.76% -1.08% 0.45% GR A D E B R E A K S T A = 0 + 0 0 . 0 0 EL E V = 2 6 8 1 . 4 0 GR A D E B R E A K S T A = 0 + 8 3 . 9 0 EL E V = 2 6 8 0 . 9 8 GR A D E B R E A K S T A = 2 + 5 1 . 1 1 EL E V = 2 6 7 9 . 1 8 GR A D E B R E A K S T A = 5 + 0 0 . 0 0 EL E V = 2 6 8 0 . 6 4 GR A D E B R E A K S T A = 7 + 3 4 . 1 1 EL E V = 2 6 8 2 . 4 2 GR A D E B R E A K S T A = 9 + 4 3 . 1 0 EL E V = 2 6 8 1 . 4 8 2650 2660 2670 2680 2690 2700 2710 14+00 PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 4 _ P L A N & P R O F I L E S . d w g - C . 4 . 2 - 7 / 1 0 / 2 0 1 5 0 7 : 4 9 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION E. M O R E S T R A I L D R . P L A N & P R O F I L E LTS DGB C.4.2 0 40 20 80 120 SCALE: 1" = 40' N O R T H S S M H - 1 0 PROPOSED FINISH GRADE EXISTING GRADE SSMH-11 SSMH-7 1 7 ' 12' SSMH-6 12' PED RAMPS SEE SHEET C.4.6 FOR DETAILS INSTALL TYPE II BARRICADE INSTALL TYPE III BARRICADE W/SIGN "THIS ROAD WILL BE EXTENDED IN THE FUTURE" AND W/KICK PLATE AT BASE AND CANE DETECTION 38 ' R O W 34 ' T B C CB-3 SDMH-5 INSTALL TYPE II BARRICADE CB-2 SDMH-1 CB-1 SDMH-6 6'SDMH-2 SDMH-3 CB - 5 CB - 4 SD M H - 4 6 ' 5' PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS SD M H - 5 SS M H - 8 SITE MAP MA T C H L I N E SE E T H I S S H E E T MA T C H L I N E SE E T H I S S H E E T EXISTING 12" C900 PVC EXISTING 12" C900 PVC 8" C900 PVC INSTALL 123 LF 8" C900 PVC INSTALL 164 LF 8" C900 PVC IN S T A L L T E M P O R A R Y B L O W O F F HO T T A P E X . 1 2 " M A I N W/ 1 2 " x 6 " T A P P I N G S A D D L E IN S T A L L F I R E H Y D R A N T A S S E M B L Y HO T T A P E X . 1 2 " M A I N W/ 1 2 " x 6 " T A P P I N G S A D D L E IN S T A L L F I R E H Y D R A N T A S S E M B L Y 198.66' of 12" HDPP (ADS) PIPE @ 0.50% ST A : 9 + 4 3 . 3 2 ( 1 0 . 4 5 , R ) SD M H 5 RI M : 2 6 8 1 . 9 8 IN V I N : 2 6 7 8 . 1 0 - 1 2 " ( S W ) IN V O U T : 2 6 7 8 . 1 0 - 1 2 " ( N W ) ST A : 9 + 4 3 . 3 2 ( 1 5 . 5 1 , R ) CB 3 RI M : 2 6 8 1 . 1 6 IN V O U T : 2 6 7 8 . 1 5 - 1 2 " ( N E ) ST A : 1 1 + 4 1 . 0 8 12 " W A T E R T E E ST A : 8 + 5 6 . 1 9 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 9 + 4 9 . 8 7 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 8 + 0 7 . 9 0 3/ 4 " W A T E R S E R V I C E ( L T ) ST A : 1 0 + 5 6 . 8 7 3/ 4 " W A T E R S E R V I C E ( L T ) ST A : 1 1 + 4 5 . 0 1 3/ 4 " W A T E R S E R V I C E ( L T ) 2650 2660 2670 2680 2690 2700 2710 8+00 9+00 10+00 11+00 12+00 13+00 14+00 26 8 0 . 7 1 26 8 1 . 6 8 26 8 0 . 4 5 26 8 1 . 7 4 26 8 0 . 7 1 26 8 2 . 1 9 26 8 0 . 7 3 26 8 2 . 6 4 26 8 1 . 3 8 26 8 2 . 0 0 -0.45%-1.13%-0.45%0.45% GR A D E B R E A K S T A = 9 + 4 3 . 1 0 EL E V = 2 6 8 1 . 4 8 GR A D E B R E A K S T A = 1 2 + 2 7 . 4 6 EL E V = 2 6 8 2 . 7 6 GR A D E B R E A K S T A = 1 2 + 9 2 . 5 6 EL E V = 2 6 8 2 . 0 3 8' ' W 8' ' W M M M MM S D -0 + 5 0 0+ 0 0 1+ 0 0 BP: -0+50.00 E. MORES T R A I L D R . S. T W I L I G H T M I S T W A Y E. B O W C A N Y O N D R . STA: 7+46.0 TBC = 2682.61 28 27 26 25 24 8 321 1 BLOCK 6 BLOCK 5 23 2650 2660 2670 2680 2690 2700 2710 -0+50 PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 4 _ P L A N & P R O F I L E S . d w g - C . 4 . 3 - 7 / 1 0 / 2 0 1 5 0 7 : 4 9 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION E. M O R E S T R A I L D R . P L A N & P R O F I L E LTS DGB C.4.3 N O R T H 0 40 20 80 120 SCALE: 1" = 40' SDMH-5 PROPOSED FINISH GRADE EXISTING GRADE 38 ' R O W 34 ' T B C PED RAMPS SEE SHEET C.4.6 FOR DETAILS CB-3 PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS SITE MAP MA T C H L I N E SE E T H I S S H E E T MA T C H L I N E SE E T H I S S H E E T EXISTING 12" C900 PVC HO T T A P E X . 1 2 " M A I N W/ 1 2 " x 6 " T A P P I N G S A D D L E IN S T A L L F I R E H Y D R A N T A S S E M B L Y 8'' S S 8'' SS 8'' SS 8'' SS 8'' SS8' ' W 8' ' S S 8' ' S S S D s s s 6' ' P I 6'' PI 6'' PI 6'' PI 6'' PI S S S 6' ' P I M M M M M M M M M IRR IRRIRIRIR SD B.O. 6'' P I 6'' P I 6' ' P I 6' ' P I 6' ' P I 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi S D SD 12'' W SD S D SD 2 + 0 0 3 + 0 0 4 + 0 0 PC: 0+84.37 Mid: 1 + 2 4 . 8 1 PT: 1 + 6 5 . 2 5 - 0 + 4 0 0 + 0 0 1 + 0 0 2 + 0 0 BP: - 0 + 4 0 . 0 0 WHITEBARK SUBDIVISION NO. 1 E . M O R E S T R A I L D R . E. SHADY GLADE DR. STA: 6+86.4 TBC = 2676.02 STA: 6+86.4 TBC = 2675.93 STA: 5+97.8 TBC = 2675.58 STA: 6+16.2 TBC = 2675.67 STA: 6+16.2 TBC = 2675.67 STA: 5+37.2 TBC = 2675.79 STA: 4+80.8 TBC = 2676.17STA: 4+59.1 TBC = 2676.32 STA: 4+34.1 TBC = 2676.49 STA: 3+99.3 TBC = 2676.72 STA: 3+44.1 TBC = 2677.10 STA: 3+14.3 TBC = 2677.30 STA: 2+54.1 TBC = 2677.71 STA: 1+94.4 TBC = 2678.15STA: 1+53.9 TBC = 2678.45 STA: 1+53.9 TBC = 2678.45 STA: 0+73.0 TBC = 2679.06 STA: 0+78.9 TBC = 2679.02 STA: 0+73.0 TBC = 2679.06 STA: 0+35.0 TBC = 2679.73 STA: 0+35.0 TBC = 2679.49 ST A : 3 + 1 6 . 3 3 ( 6 . 0 0 , R ) SS M H 7 RI M : 2 6 7 9 . 4 2 IN V I N : 2 6 7 0 . 9 4 - 8 " ( S E ) IN V I N : 2 6 7 0 . 9 4 - 8 " ( N W ) IN V O U T : 2 6 7 0 . 8 4 - 8 " ( N E ) 119.52' of 8" SDR 35 PVC @ 0.40% ST A : 1 + 1 9 . 1 3 ( 0 . 0 0 , ) SS M H 8 RI M : 2 6 7 8 . 8 1 IN V I N : 2 6 7 0 . 3 6 - 8 " ( S W ) IN V O U T : 2 6 7 0 . 2 6 - 8 " ( E ) 369.80' of 8" SDR 35 PVC @ 0.40% ST A : 4 + 8 8 . 8 8 ( 1 0 . 8 8 , R ) SS M H 9 RI M : 2 6 7 5 . 9 9 IN V I N : 2 6 6 8 . 7 9 - 8 " ( W ) IN V O U T : 2 6 6 8 . 6 9 - 8 " ( N E ) 60.53' of 8" SDR 35 PVC @ 0.40% ST A : 5 + 8 0 . 4 9 ( - 1 5 . 5 6 , L ) CB 6 RI M : 2 6 7 5 . 2 5 IN V O U T : 2 6 7 2 . 0 7 - 1 2 " ( E ) ST A : 3 + 5 6 . 7 9 4" S S S E R V I C E ( R T ) ST A : 4 + 4 1 . 7 9 4" S S S E R V I C E ( R T ) ST A : 5 + 0 4 . 9 3 4" S S S E R V I C E ( R T ) ST A : 1 + 2 6 . 0 7 4" S S S E R V I C E ( L T ) ST A : 2 + 0 9 . 1 3 4" S S S E R V I C E ( L T ) ST A : 2 + 9 9 . 1 3 4" S S S E R V I C E ( L T ) ST A : 3 + 8 9 . 0 1 4" S S S E R V I C E ( L T ) ST A : 5 + 2 0 . 0 4 4" S S S E R V I C E ( L T ) CB 7 RI M : 2 6 7 5 . 2 6 IN V I N : 2 6 7 1 . 7 6 - 1 2 " ( W ) IN V O U T : 2 6 7 1 . 7 6 - 1 2 " ( E ) ST A : 1 + 6 6 . 0 4 3/ 4 " W A T E R S E R V I C E ( L T ) ST A : 3 + 4 6 . 1 1 3/ 4 " W A T E R S E R V I C E ( L T ) ST A : 4 + 3 6 . 1 1 3/ 4 " W A T E R S E R V I C E ( L T ) ST A : 4 + 0 3 . 1 8 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 4 + 8 6 . 6 1 3/ 4 " W A T E R S E R V I C E ( R T ) ST A : 4 + 9 3 . 1 6 [ + 2 5 = % ( 1 ' ST A : 6 + 0 2 . 9 9 [ + 2 5 = % ( 1 ' C900 WATER MAIN 2650 2660 2670 2680 2690 2700 2710 2650 2660 2670 2680 2690 2700 2710 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 26 7 9 . 4 8 26 7 7 . 7 7 26 7 8 . 9 5 26 7 6 . 7 6 26 7 8 . 2 0 26 7 6 . 6 6 26 7 7 . 4 9 26 7 6 . 9 4 26 7 6 . 8 1 26 7 7 . 8 4 26 7 6 . 1 3 26 7 7 . 7 6 26 7 5 . 6 8 26 7 6 . 8 2 2.00%-2.00% -3.12%3.12% 1.60% 0.50% -0.75% -0.68% GR A D E B R E A K S T A = - 0 + 1 5 . 0 0 EL E V = 2 6 7 9 . 1 8 GR A D E B R E A K S T A = 0 + 1 7 . 0 0 EL E V = 2 6 7 9 . 1 2 GR A D E B R E A K S T A = 2 + 4 4 . 5 1 EL E V = 2 6 7 7 . 8 7 GR A D E B R E A K S T A = 5 + 8 0 . 6 9 EL E V = 2 6 7 5 . 5 8 PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 4 _ P L A N & P R O F I L E S . d w g - C . 4 . 4 - 7 / 1 0 / 2 0 1 5 0 7 : 4 9 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION E. S H A D Y G L A D E D R . P L A N & P R O F I L E LTS DGB C.4.4 NO R T H 0 40 20 80 120 SCALE: 1" = 40' 6 7C 8 9 10 11C 121 2C 3 4 5 6 7 BLOCK 8 BLOCK 9 13 S S M H - 7 PROPOSED FINISH GRADE EXISTING GRADE SSMH-8 SSM H - 9 17' 6' 2 1 ' 38 ' R O W 34 ' T B C PED RAMPS SEE SHEET C.4.6 FOR DETAILS C B - 2 S D M H - 1 C B - 1 S D M H - 6 S S M H - 2 CB - 6 PED RAMPS SEE SHEET C.4.6 FOR DETAILS CB - 7 SITE MAP 12" C900 PVC EXISTING 12" C900 PVC EXISTING 12" C900 PVC INSTALL 110 LF 12" C900 PVC HO T T A P E X . 1 2 " M A I N W/ 1 2 " x 6 " T A P P I N G S A D D L E IN S T A L L F I R E HY D R A N T A S S E M B L Y CO R E D R I L L E X I S T I N G M A N H O L E IN S T A L L E L A S T O M E R I C B O O T ( 2 ) 8'' W 6 ' ' P I 6 ' ' P I M M M B.O. 8+ 0 0 9+ 0 0 1 0 + 0 0 1 1 + 0 0 PC: 9+71.44 Mid: 10+19.32 PRC: 10+67. 2 0 -0+50 0+00 1+00 2+00 3+00 BP : - 0 + 5 0 . 0 0 PC : 0 + 9 9 . 4 7 Mi d : 1 + 1 8 . 8 4 P R C : 1 + 3 8 . 2 2 Mi d : 1 + 5 7 . 6 0 PT : 1 + 7 6 . 9 8 SD SD M Temporary Pond Top of Berm= 2681 Ft Bottom of Pond = 2678 Ft Storage Volume = 7100 cu. ft. Temporary Drainage Swale Minimum Slope= 2% Top Width= 3' Side Slopes = 3:1 8+ 0 0 9+ 0 0 1 0 + 0 0 1 1 + 0 0 PC: 9+71.44 Mid: 10+19.32 PRC: 10+67. 2 0 S. TWILIGHT MIST WAY STA: 9+47.9 TBC = 2681.29 STA: 9+13.9 TBC = 2681.29 STA: 9+45.3 TBC = 2680.83 STA: 9+43.0 TBC = 2680.66 STA: 9+08.9 TBC = 2680.66 STA: 9+11.5 TBC = 2680.83 E . M O R E S T R A I L D R . 8'' W 6 ' ' P I 6 ' ' P I 6 ' ' P I M M B.O. Temporary Pond Top of Berm= 2680.5 Bottom of Pond = 2677.0 Storage Volume = 4175 cu. ft. Temporary Drainage Swale Minimum Slope= 2% Top Width= 3' Side Slopes = 3:1 -0+50 0+00 1+00 2+00 2+21BP : - 0 + 5 0 . 0 0 EP : 2 + 2 0 . 7 4 E . M O R E S T R A I L D R . E. BOW CANYON DR. STA: 12+45.3 TBC = 2682.62 STA: 12+79.7 TBC = 2682.03 STA: 12+62.1 TBC = 2680.86 STA: 12+28.4 TBC = 2680.86 ST A : 9 + 4 3 . 3 2 ( 1 5 . 5 1 , R ) CB 3 RI M : 2 6 8 1 . 1 6 IN V O U T : 2 6 7 8 . 1 5 - 1 2 " ( N E ) ST A : 9 + 4 3 . 3 2 ( 1 0 . 4 5 , R ) SD M H 5 RI M : 2 6 8 1 . 9 8 IN V I N : 2 6 7 8 . 1 0 - 1 2 " ( S W ) IN V O U T : 2 6 7 8 . 1 0 - 1 2 " ( N W ) ST A : 1 + 7 2 . 2 5 8" B L O W - O F F ST A : 0 + 1 4 . 7 0 8" C O N N E C T I O N T O E X . M A I N 2650 2660 2670 2680 2690 2700 2710 2650 2660 2670 2680 2690 2700 2710 -0+50 0+00 1+00 2+00 3+00 4+00 26 8 1 . 5 4 26 8 0 . 4 8 26 8 1 . 0 9 26 7 9 . 3 9 26 8 0 . 6 5 26 7 9 . 6 3 26 8 0 . 2 5 26 7 9 . 2 4 2.00% -0.40% -0.45% GR A D E B R E A K S T A = - 0 + 1 5 . 0 0 EL E V = 2 6 8 1 . 2 4 GR A D E B R E A K S T A = 1 + 7 6 . 9 8 EL E V = 2 6 8 0 . 7 4 GR A D E B R E A K S T A = 3 + 8 3 . 0 4 EL E V = 2 6 7 9 . 9 2 26 8 2 . 3 1 26 8 2 . 3 1 3 26 8 2 . 0 3 26 8 2 . 0 3 2 2650 2660 2670 2680 2690 2700 2710 2650 2660 2670 2680 2690 2700 2710 -0+50 0+00 1+00 2+00 26 8 2 . 3 1 26 8 1 . 7 6 26 8 2 . 0 3 26 8 0 . 3 6 2.00% -1.50% -2.00% -3.12%3.12% 1.20% GR A D E B R E A K S T A = - 0 + 1 5 . 0 0 EL E V = 2 6 8 2 . 0 1 GR A D E B R E A K S T A = 0 + 1 7 . 0 0 EL E V = 2 6 8 1 . 9 5 HIGH PT STA: 0+62.03 HIGH PT ELEV: 2682.39 PVI STA:0+64.81 PVI ELEV:2682.56 K:18.52 LVC:50.00 BV C S : 0 + 3 9 . 8 1 BV C E : 2 6 8 2 . 2 6 EV C S : 0 + 8 9 . 8 1 EV C E : 2 6 8 2 . 1 8 PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 4 _ P L A N & P R O F I L E S . d w g - C . 4 . 5 - 7 / 1 0 / 2 0 1 5 0 7 : 5 0 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION S. T W L I G H T M I S T W A Y & E . B O W C A N Y O N D R . LTS DGB C.4.5 0 40 20 80 120 SCALE: 1" = 40' NOR T H PL A N & P R O F I L E 29 28 27 26 25 24 8 3 2 1 1 2 BLOCK 6 BLOCK 2 BLOCK 523 2 26 SDMH-5 PROPOSED FINISH GRADE EXISTING GRADE PROPOSED FINISH GRADE EXISTING GRADE INSTALL TYPE II BARRICADE 38 ' R O W 34 ' T B C INSTALL TYPE III BARRICADE W/SIGN "THIS ROAD WILL BE EXTENDED IN THE FUTURE" AND W/KICK PLATE AT BASE AND CANE DETECTION INSTALL TYPE II BARRICADE INSTALL TYPE II BARRICADE INSTALL TYPE III BARRICADE W/SIGN "THIS ROAD WILL BE EXTENDED IN THE FUTURE" AND W/KICK PLATE AT BASE AND CANE DETECTION INSTALL TYPE II BARRICADE 38 ' R O W 34 ' T B C CB-3 SITE MAP SITE MAP PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS PED RAMPS SEE SHEET C.4.6 FOR DETAILS 8" C900 PVC 8" C900 PVC INSTALL 160 LF 8" C900 PVC INSTALL 165 LF 8" C900 PVC CO N N E C T T O E X I S T I N G TE M P O R A R Y B L O W - O F F S. TWILIGHT MIST WAY E . M O R E S T R A I L D R . E. BOW CANYON DR. PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 4 _ P L A N & P R O F I L E S . d w g - C . 4 . 6 - 7 / 1 0 / 2 0 1 5 0 7 : 5 0 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION ST R E E T I N T E R S E C T I O N P E D E S T R I A N R A M P D E T A I L S LTS DGB C.4.6 0 40 20 80 120 SCALE: 1" = 10' NO R T H E . M O R E S T R A I L D R . E. SHADY GLADE DR. E . M O R E S T R A I L D R . S. TRESTON CREEK WAY E . M O R E S T R A I L D R . 8'' S S s SD S D S S S M M 6'' P I 6' ' P I 6' ' P I 6' ' P I 6' ' P I 6' ' P I 12'' W 12'' W 8'' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' S S 8' ' S S 8' ' S S sS SSSS M M S D S D SD SD S D S D S D SD SD SD SD SD SD SD SD SD PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 5 _ S T O R M P L A N & D E T A I L S . d w g - C . 5 . 0 - 7 / 1 0 / 2 0 1 5 0 7 : 5 0 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION ST O R M D R A I N P L A N & D E T A I L S LTS DGB C.5.0 (L) (W ) 1'-0" MIN. WELL #2 2'-0"20'-0" (FG) 2' - 0 " MI N . T O TO P O F PI P E PLAN VIEW SLOPE = 0.10% DRAIN ROCK MAY BE OVER PIPE PE R F O R A T E D P I P E 3 ' - 0 " FI N E A G G R E G A T E ME E T I N G G R A D A T I O N RE Q U I R E M E N T S OF I T D 7 0 3 - 0 2 1' - 0 " MI N . FOOT PLATE WRAP TRENCHES WITH AMOCO 4545 OR EQUIVALENT (TOP, SIDES & ENDS) 112" WASHED DRAIN ROCK EXCAVATE TO FREE DRAINING SANDS AND GRAVEL (TYP.) SEE NOTE 4 CONST. GROUND WATER OBSERVATION WELL WITH METAL CAP AND LOCK PER ACHD SUPPLEMENTAL DRAWING NO. ACHD SD-627. FINISH SURFACE FILTER FABRIC METAL CAP WITH LOCK INSTALL MONITOR WELLS IN SIDEWALK TOPSOIL OR AGGREGATE GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL DRAWING NO. ACHD-651. UNDISTURBED MATERIAL 2'-0"1' - 0 " FOOT PLATE PIPE EXPOSED TO DRAINAGE SAND TO BE WRAPPED WITH GEOTEXTILE, TYPE I (ISPWC SECTION 2060) NOTES: 1. 2. 3. 4. 5. DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH SEEPAGE TRENCHES FOR WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED IN 6" DIA. SCH 80 PIPE THROUGH SEEPAGE TRENCHES. THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MIN. CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE SEEPAGE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUND CAP. CONTRACTOR TO EXCAVATE TO DEPTH RECOMMENDED IN GEOTECHNICAL REPORT, & BACKFILL IN COMPLIANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. ALL WASHED STONE IN INFILTRATION TRENCH TO BE 1 1/2" GRANITE OR APPROVED EQUAL. LIMESTONE BASED GRAVEL WILL NOT BE ACCEPTED. NOTE: OBSERVATION WELLS SHALL BE CONSTRUCTED TO THE DEPTH SHOWN ON THE TRENCH PROFILE DETAIL. PERFORATED PIPE SECTION VIEW STORM DRAIN STORM DRAIN PROVIDE GRADE RINGS AS NECESSARY (12" MAX.). SET FLUSH WITH FINISH GRADE. W E I R = C INV. IN = B D B PROFILE VIEW PLAN VIEW S&G TRAP & TRENCH S&G TRAP SIZE RIM A INV IN B WEIR C BAFFLE C1 INV OUT D THROAT SPACING TS DA1 1000 2679.25 2674.18 2673.98 2673.48 2673.83 36" DA2 1000 2676.90 2671.60 2671.40 2670.90 2671.25 20" 4 4 6" 0. 2 ' 4 3 4 1 $'61 OR EQUIVALENT PERFORATED PIPE END CAP VA R I E S 5' M I N . 7. 5 ' M A X 10 ' 10 ' S&G-2 SEE DETAIL 3 THIS SHEET INFILTRATION TRENCH SEE DETAIL 1 THIS SHEET 1.CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND SHALL VERIFY AL MATERIALS LOCATION AND SIZE. 2.MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM OF 3' CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF GROUND WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANY INFILTRATION FACILITY. 3.CONTRACTOR SHALL ALLOW THE OWNERS GEOTECHNICAL ENGINEER TO TEST THE PERCOLATION RATE AT EACH OF THE SEEPAGE BEDS PRIOR TO INSTALLATION. BEDS WILL BE RE-DESIGNED (BY PROJECT ENGINEER) TO MATCH THE PERCOLATION RATE IF THE VALUE IS LESS THAN THE LISTED PERCOLATION RATE. 4.GROUND WATER DATA INCLUDED IN GEOTECHNICAL REPORT PREPARED BY STRATA DATED MAY 27, 2014. NOTES: 3 8" PERFORATIONS IN VALLEYS OF CORRUGATED PIPE 5 EACH.(W) VARIES SEE PLAN (D ) V A R I E S S E E T A B L E SAND LAYER TO FREE DRAINAGE MATERIAL (18" MIN.) ASTM C-33 SAND 12" PRE-MANUFACTURED PERFORATED ADS N-12 PVC ASTM D 3034 PIPE OR APPROVED EQUAL. PERFORATIONS AROUND ENTIRE PIPE. (TRENCH DA-1) VA R I E S 1 ' M I N . 18" PRE-MANUFACTURED PERFORATED ADS N-12 PVC ASTM D 3034 PIPE OR APPROVED EQUAL. PERFORATIONS AROUND ENTIRE PIPE. AASHTO M288 CLASS II NON-WOVEN GEOTEXTILE ON TOP AND SIDES ONLY AASHTO M288 CLASS II NON-WOVEN GEOTEXTILE ON TOP AND SIDES ONLY 3 4" TO 2" WASHED ANGULAR DRAIN ROCK EXTEND BOTTOM OF SAND FILTER MIN. OF 12" INTO FREE DRAINING SOILS 4 2 BAFFL E = C 1 DRAINAGE AREA FINISH GRADE (FG) TOP SYSTEM (T) LENGTH (L) WIDTH (W) DEPTH (D) BOTTOM SYSTEM (B) BOTTOM SAND (BS) PERC RATE (IN HR)SOILS VOLUME REQUIRED (FT3) VOLUME PROVIDED (FT3) DA - 1 2679 2675.83 85'75'9'2666.83 2663.83 8.00 POORLY GRADED GRAVEL W/ SAND 22,966 22,970 DA - 2 2677 2672.80 98.00 30.00 6.00 2666.80 2663.80 8.00 POORLY GRADED GRAVEL W/ SAND 7081.00 7090 VA R I E S 5' M I N . 7. 5 ' M A X (T) (B) (BS) S&G-A SEE DETAIL 3 THIS SHEET INFILTRATION TRENCH SEE DETAIL 1 THIS SHEET 1. 0 ' WHITEBARK SUBDIVISION NO. 1 /)39&&/ /)39&&/ / ) 3 9 & & / /)39&&/ / ) 3 9 & & / /)39&&/ / ) 3 9 & & / /)39&&/ / ) 3 9 & & / / ) 3 9 & & / / ) 3 9 & & / / ) 3 9 & & / / ) 3 9 & & / / ) 3 9 & & / / ) 3 9 & & / /)39&&/ / ) 3 9 & & / / ) 3 9 & & / /)39&&/ / ) 3 9 & & / / ) 3 9 & & / / ) 3 9 & & / / ) 3 9 & & / D A E . M O R E S T R A I L D R . E . L O D G E T R A I L D R I V E S. T W I L I G H T M I S T W A Y E. B O W C A N Y O N D R . E. SHADY GLADE DR. 1 2 14 13 12 11 10 9 4 5 6 7 8 34 33 32 31 30 29 28 27 26 25 24 8 3 2 1 1 2 3 4 6 7C 8 9 10 11C 12 1 2C 3 4 5 6 7 35C BLOCK 6 BLOCK 2 BLOCK 2 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 9 BLOCK 5 14 16 17 18 19 20 23 7 15 3 5 block 2 block 2 8'' W 8'' W 8'' W 8'' S S 8'' SS 8'' SS 8'' SS8' ' W 8' ' W 8'' W 8' ' S S 8' ' S S 8' ' W 8' ' W 8'' S S 8'' SS 8'' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S D S D S D S D 8' ' S S 8'' W s s s s s s 6' ' P I 6' ' P I 6' ' P I 6' ' P I 6 ' ' P I 6 ' ' P I 6' ' P I 6' ' P I 6 ' ' P I 4' ' P I 4' ' P I 4' ' P I 4' ' P I 6' ' P I 6' ' P I 6'' PI 6'' PI 6'' PI 6'' PI S S S S S S S S S S 6' ' P I M M M M M M M M M M M M M M M M M M M M IR R IR IRR IRRIRIRIR SD M B.O. B.O. B.O. B.O. 6'' P I 6'' P I 6' ' P I 6' ' P I 6' ' P I IR S D C.O. 8' ' W 8' ' W M M M M M 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi S D SD S D S D / ) 3 9 & & / /)39&&/ /)39&&/ /)39&&/ / ) 3 9 & & / / ) 3 9 & & / S. TR E S T O N C R E E K W A Y /)39&&/ /)39&&/ E . M O R E S T R A I L D R . /)39&&/ PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 6 _ P I P L A N . d w g - L a y o u t 1 - 7 / 1 0 / 2 0 1 5 0 7 : 5 1 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION PR E S S U R E I R R I G A T I O N P L A N LTS DGB C.6.0 NO R T H 0 50 25 100 150 SCALE: 1" = 50' CROSS TEE GATE VALVE (/%2: (/%2: (/%2: (/%2: 1" SERVICE (50 TYP) FUTURE 1" SERVICE 8 (TYP) AIR VENT AT HIGH POINT DRAIN AT LOW POINT 6"X4" REDUCER 1 2 3 5 4 KEY NOTES: 6 7 4 8 1.ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2.ALL WORK IN IRRIGATION EASEMENTS TO BE DURING THE OFF-SEASON AFTER WATER HAS BEEN DRAINED FROM FACILITIES UNLESS SPECIFICALLY APPROVED IN WRITING. 3.THRUST BLOCKING SHALL BE INSTALLED PER ISPWC REQUIREMENTS. CONTACT MERIDIAN PUBLIC WORKS TO INSPECT THRUST BLOCKING PRIOR TO BACKFILLING. 4.PRESSURE IRRIGATION SERVICES IN SLOPE AREAS SHALL HAVE VALVES AT BOTH THE TOP AND BOTTOM OF THE SLOPE. 5.INSTALL PI MAINS TO SLOPE FROM PHASE 2 SITE TOWARDS IRRIGATION DRAIN. IRRIGATION NOTES: 12" PVC C-900 SLEEVE INSTALLED PER ACHD IRRIGATION CROSSING STANDARDS 12" PVC C-900 SLEEVE INSTALLED PER ACHD IRRIGATION CROSSING STANDARDS 12" PVC C-900 SLEEVE INSTALLED PER ACHD IRRIGATION CROSSING STANDARDS 12" PVC C-900 SLEEVE INSTALLED PER ACHD IRRIGATION CROSSING STANDARDS 2. 5 ' 5' TYP 5' TYP 2. 6 ' 5' 7' 9.8' 7' 5' 5 ' T Y P 5' TYP REMOVE CAP & CONNECT TO EXISITNG REMOVE CAP & CONNECT TO EXISITNG REMOVE CAP & CONNECT TO EXISITNG INSTALL 10LF STUB CAP & MARK FOR FUTURE TIE-IN INSTALL 10 LF STUB CAP & MARK FOR FUTURE TIE-IN 24 REMOVE CAP & CONNECT TO EXISTING WHITE BARK SUBDIVISION TIE-IN 9 2 5' TYP 5' TYP 3 3 3 3 3 3 3 3 3 6 3 4 5 2 10 6 7 2 5 6 5 6 3 6 8 8 8 8 12" PVC C-900 SLEEVE INSTALLED PER ACHD IRRIGATION CROSSING STANDARDS 12" PVC C-900 SLEEVE INSTALLED PER ACHD IRRIGATION CROSSING STANDARDS 2 REMOVE CAP & CONNECT TO EXISTING WHITE BARK SUBDIVISION TIE-IN 11 9 9 9 10 11 3 PROPOSED GRAVITY IRRIGATION SEE SHEET C.7.0 7 7 12 12 2 12 PROPOSED GRAVITY IRRIGATION SEE SHEET C.7.0 12 6 5 212 8'' S S 8'' W s 4'' P I 4' ' P I 6 ' ' P I 6 ' ' P I 6' ' P I S I R R I R R IR B . O . 6 ' ' P I 6 ' ' P I IR 0 + 0 0 1+00 2+00 3+00 4+00 5+00 5+70 BP: 0 + 0 0 . 0 0 PI: 0+ 2 0 . 8 1 PI : 2 + 3 3 . 6 7 PI : 5 + 0 1 . 8 3 EP : 5 + 7 0 . 2 9 C . O . M M 8 ' ' S S 8 ' ' S S s S 6 ' ' P I M M M MM I R R I R R I R I R I R 6 ' ' P I 6 ' ' P I 0+00 1+00 2+00 3+00 3 + 5 0 BP : 0 + 0 0 . 0 0 PI : 1 + 2 1 . 6 0 PI : 1 + 9 1 . 5 0 PI : 3 + 4 4 . 7 3 EP: 3 + 4 9 . 6 4 6 ' ' p i 6 ' ' p i 6 ' ' p i 6 ' ' p i 6 ' ' p i 6 ' ' p i 6 ' ' p i 6 ' ' p i 1 2 ' ' W El e v a t i o n 2670 2680 2690 2700 2710 2670 2680 2690 2700 2710 0+00 1+00 2+00 3+00 4+00 5+00 6+00ST A : 0 + 2 0 . 3 0 ( 1 . 0 0 , R ) IR R M H 1 3 0 " M H RI M : 2 6 8 1 . 7 5 IN V I N : 2 6 8 0 . 2 0 - 1 2 " ( S ) IN V O U T : 2 6 8 0 . 2 0 - 1 2 " ( E ) 10.91' of 12" @ 1.83% ST A : 2 + 3 2 . 5 5 ( 0 . 0 0 , L ) EX I R R M H 1 3 0 " M H RI M : 2 6 9 1 . 7 2 IN V I N : 2 6 8 8 . 3 7 - 1 2 " ( S ) IN V O U T : 2 6 8 8 . 3 4 - 1 2 " ( N ) 263.80' of 1 2 " @ 3 . 9 7 % ST A : 4 + 9 7 . 4 7 ( - 0 . 1 5 , L ) IR R M H 2 3 0 " M H RI M : 2 7 0 4 . 9 7 IN V I N : 2 6 9 8 . 8 4 - 1 2 " ( S ) IN V O U T : 2 6 9 8 . 8 4 - 1 2 " ( N ) 70.82' of 12 " @ 3 . 7 0 % ST A : 5 + 7 0 . 2 9 ( 0 . 0 0 , ) EX I R R M H 2 3 0 " M H RI M : 2 7 0 5 . 0 9 IN V O U T : 2 7 0 1 . 4 6 - 1 2 " ( N ) 209.74' of 1 2 " @ 3 . 8 8 % 2655 2660 2670 2680 2655 2660 2670 2680 0+00 1+00 2+00 3+00 4+00 120.39' of 12" @ 0.50% ST A : 1 + 2 0 . 5 0 ( 0 . 0 0 , ) IR R M H 3 3 0 " M H RI M : 2 6 7 5 . 7 1 IN V I N : 2 6 7 1 . 1 8 - 1 2 " ( E ) IN V O U T : 2 6 7 1 . 1 8 - 1 2 " ( W ) 66.75' of 12" @ 0.49% ST A : 1 + 8 9 . 5 0 ( 0 . 0 0 , R ) IR R M H 4 3 0 " M H RI M : 2 6 7 5 . 6 4 IN V I N : 2 6 7 0 . 8 5 - 1 2 " ( E ) IN V O U T : 2 6 7 0 . 8 5 - 1 2 " ( W ) 150.21' of 12" @ 0.50% ST A : 3 + 4 3 . 7 0 ( - 1 . 7 2 , L ) IR R M H 5 3 0 " M H RI M : 2 6 7 6 . 4 4 IN V I N : 2 6 7 0 . 1 0 - 1 2 " ( E ) IN V O U T : 2 6 7 0 . 1 0 - 1 2 " ( N W ) PROJ. NO: DRAWN: CHECK: DESIGN: DATE: REV BYDATE DESCRIPTION 07/10/15 57 0 0 E a s t F r a n k l i n R d . Su i t e 1 6 0 Na m p a , I D 8 3 6 8 7 (2 0 8 ) 4 6 3 - 4 1 9 7 WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE SO U T H E R N H I G H L A N D S S U B D I V I S I O N - P H A S E I I H: \ ! 2 0 1 5 \ B E - 3 8 2 - 1 5 0 4 S k y M e s a P h a s e I I \ P r o j e c t D a t a \ S h e e t _ F i l e s \ P L A N \ B E - 3 8 2 - 1 5 0 4 _ 0 7 _ G I P L A N & P R O F I L E . d w g - L a y o u t 1 - 7 / 1 0 / 2 0 1 5 0 7 : 5 2 a m , m a t t c BE-382-1504 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION GR A V I T Y I R R I G A T I O N P L A N & P R O F I L E LTS DGB C.7.0 N O R T H 0 40 20 80 120 SCALE: 1" = 40' N O R T H 0 40 20 80 120 SCALE: 1" = 40' 5' 2. 8 ' 7' 4. 2 ' 4. 7 ' 4. 6 ' 99 . 9 ' 2. 5 ' 1 2 4 5 3 4. 5 ' 12 11C BLOCK 9 7 6 E. SHADY GLADE DR. PROPOSED FINISH GRADE EXISTING GRADE EXISTING GRADE PROPOSED FINISH GRADE