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HomeMy WebLinkAboutConstruction Drawings FOR BURNSIDE RIDGE ESTATES NOO 2 CIVIL IMPROVEMENT PLANS O SITUATED IN THE NORTHEAST QUARTER OF SECTION 26 , w TOWNSHIP 3 NORTH , RANGE 1 WEST, BOISE MERIDIAN w ADA COUNTY, IDAHO Q 0 a SITE DATA W VICTORY RD PROJECT CONTACTS EXISTING ZONING: R-4 & R-8El CIVIL ENGINEER PROPOSED ZONING: R-4 & R-8 KIMLEY-HORN AND ASSOCIATES, INC. O PHASE 2 AREA 1100 W IDAHO STREET, SUITE 210 GROSS ACREAGE: 13.38 AC ( ) BOISE, IDAHO 83702 TOTAL LOTS: 52 PHONE: TEL 906-3871 mr COMMON LOTS: 8 CONTACT: TELLER BARD, PE EMAIL: TELLER.BARD@KIMLEY-HORN.COM RESIDENTIAL LOTS: 44 GROSS ACREAGE DENSITY: 3.29 DU/AC CITY OF MERIDIAN OWNER/DEVELOPER: \' Z STANDARDS, SPECIFICATIONS TH LOST RIVER, LLC c/ BENCHMARKS N SITE & DRAWINGS 2973 N. EAGLE RD, SUITE 110 0 EAGLE, ID 83646 �o TBM #1 PHONE: (208) 284-7765 cn co CONTACT: ADAM CAPELL a o P- 4v SET CHISELED BOX IN SOUTHEAST CORNER OF IRRIGATION BOX NORTH W N OF MAJOR CANAL IN THE MIDDLE OF PROPERTY ALONG CANAL. .❑� ., :�❑ EMAIL: ADAM@TRESIDIO.COM °z N N: 694866.30 z LAND SURVEYOR: O N c E: 2447540.91 J } o ELEV: 2713.50 NAVD 1988 '' LAND SOLUTIONS f 231 E. 5TH ST. SUITE A J �' 10 TBM #2 N.T.S. ❑ , MERIDIAN, ID 83642 Y a SET CHISELED BOX IN SOUTHEAST CORNER OF IRRIGATION STRUCTURE PHONE: (208) 288-2040 N AT WESTSIDE OF PROPERTY. o S .� N: 695267.86 CONTACT: CLINT HANSEN o m E: 2446537.09 EMAIL: CHANSEN@LANDSOLUTIONS.BIZ Y ELEV: 2712.54 NAVD 1988 LANDSCAPE ARCHITECT: 0 TBM #3 JENSEN BELTS SET 1/2" IRON PIN WITH CLS CONTROL CAP. 1509 TYRELL LN. 3 N: 694440.55 BOISER, ID 83706 E: 2447129.86 PHONE: (208) 343-7175 N s ELEV: 2697.94 NAVD 1988 CONTACT: KIM SIEGENTHALER EMAIL: KIM@JENSENBELTS.COM O N LEGAL DESCRIPTION A RESUBDIVISION OF A PORTION OF BASSLIN RIDGE ESTATES VICINITY MAP AGENCY CONTACTS w SUBDIVISION AS SHOWN IN BOOK 64 OF PLATS ON PAGES 6469 THROUGH N.T.S. 6470, RECORDS OF ADA COUNTY, IDAHO, AND A PORTION OF THE NE 1/4 PLANNING: ELECTRIC: STORM DRAIN: w E OF SECTION 26, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN IDAHO POWER ADA COUNTY HIGHWAY DISTRICT CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY CONTACT: SONYA ALLEN CONTACT: ETHAN MORGAN CONTACT: KACI BADER uJ Z N DESCRIBED AS FOLLOWS: PHONE: (208)489-0579 PHONE: (208) 388-2356 PHONE: (208) 888-4433 w Q r o N Q ° COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE SHEET INDEX ENGINEERING: TELEPHONE: IRRIGATION: LL 3 SOUTHEAST CORNER OF SAID NE 1/4 FROM WHICH AN ALUMINUM CAP CITY OF MERIDIAN CABLE ONE BOISE PROJECT BOARD OF CONTROL 0 w SHEET NUMBER SHEET TITLE ( ) CONTACT: BOB CARTER r MONUMENT MARKING THE NORTHEAST CORNER OF SAID NE 1/4 BEARS N CONTACT: STEVE O'BRIEN PHONE: 208 375-8288 EE > w 3 0°37'16" E A DISTANCE OF 2651.71 FEET; 1.01 COVER SHEET PHONE: (208)489-0311 PHONE: (208) 344-1141 w O THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID NE 1/4 N 89'11'37" W 1.02 GENERAL NOTES FIRE DEPARTMENT: WATER DEPARTMENT: 0 U A DISTANCE OF 478.43 FEET TO A POINT; 1.03 DETAIL SHEET MERIDIAN FIRE DEPARTMENT CITY OF MERIDIAN CONTACT: KRIS BLUME CONTACT: STEVE O'BRIEN THENCE LEAVING SAID SOUTHERLY BOUNDARY N 0°48'23" E A DISTANCE 2.01 KEY MAPS PHONE: (208) 888-1234 PHONE: (208)489-0311 Z OF 30.00 FEET TO A POINT; 3.01 DEMOLITION SHEET THENCE N 43°01'54 W A DISTANCE OF726.71 FEET TO A POINT ON THE GAS SERVICE: SANITARY SEWER: m SOUTHEASTERLY BOUNDARY OF BURNSIDE RIDGE ESTATES SUBDIVISION 4.01 GRADING PLAN INTERMOUNTAIN GAS COMPANY CITY OF MERIDIAN NO. 1 AS SHOWN IN BOOK _ OF PLATS ON PAGES _ THROUGH _ 4.02 GRADING PLAN CONTACT: BRYCE OSTLER CONTACT: STEVE O'BRIEN PHONE: (208) 377-6812 PHONE: (208)489-0311 N RECORDS OF ADA COUNTY, IDAHO; 4.03 GRADING DETAILS THENCE ALONG SAID SOUTHEASTERLY BOUNDARY THE FOLLOWING 5.01 PAVING PLAN & PROFILE DESCRIBED COURSES: AGENCY CERTIFICATION Y � n 5.02 PAVING PLAN & PROFILE m 3 THENCE N 46°58'06" E A DISTANCE OF 220.16 FEET TO A POINT; U U) _ 5.03 PAVING PLAN & PROFILE THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN } ao 3 THENCE N 0°50'44" E A DISTANCE OF 126.82 FEET TO A POINT; m 00 0 5.04 PAVING PLAN & PROFILE SUBSTANCIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT m p p THENCE N 89°09'16" W A DISTANCE OF 43.75 FEET TO A POINT; THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO O z w z > 5.05 PAVING PLAN & PROFILE Y LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD U C� N N THENCE N 0°50'44" E A DISTANCE OF 154.39 FEET TO A POINT; POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE p Q w U) 5.06 PAVING PLAN & PROFILE c i 0 = w a, a AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE = p U p Q R THENCE S 89°08'51" E A DISTANCE OF 329.64 FEET TO A POINT; 5.07 DRAINAGE DETAILS a o z .N THENCE LEAVING SAID SOUTHEASTERLY BOUNDARY S 0°36'23" W A 5.08 DRAINAGE DETAILS o S a s DISTANCE OF 345.40 FEET TO A POINT; 6.01 LIGHTING & SIGNAGE PLAN > rn a o z THENCE S 89°08'46" E A DISTANCE OF 528.87 FEET TO A POINT ON THE w 6.02 LIGHTING & SIGNAGE PLAN U BOUNDARY OF SAID BURNSIDE RIDGE ESTATES SUBDIVISION NO. 1; w rn > 7.01 OVERALL UTILITY PLAN Q Q o Ln THENCE ALONG SAID BOUNDARY THE FOLLOWING DESCRIBED COURSES z z z z U a & 7.02 UTILITY PLAN & PROFILE O THENCE S 0°37'16" W A DISTANCE OF 562.80 FEET TO A POINT; z U o 0 7.03 UTILITY PLAN & PROFILE w w w THENCE S 89'11'37" E A DISTANCE OF 4.99 FEET TO A POINT; Q O Q Q F 7.04 UTILITY PLAN & PROFILE 1 U U p a_ W W Y N THENCE S 0°48'23" W A DISTANCE OF 79.00 FEET TO THE POINT OF 7.05 UTILITY PLAN & PROFILE BEGINNING SEAL w c 7.06 UTILITY PLAN & PROFILE o THIS PARCEL CONTAINS 13.41 ACRES, MORE OR LESS. 7.07 UTILITY PLAN & PROFILE oF�SS\ONAL CENS o 7.08 UTILITY PLAN & PROFILE _ a z m 8.01 IRRIGATION PLAN 1994 2/3/2 m 8.02 IRRIGATION PLAN s� �� o y T qTF OF F O 0 o F� 4 E R gco P� L o J L EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , c m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 1 01 c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 01 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig GENERAL NOTES ACHD NOTES ABBREVIATIONS LEGEND 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ABC AGGREGATE BASE COURSE - - SECTION LINE PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED AC ACRES/ASPHALT CONCRETE ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. ADA AMERICANS WITH DISABILITIES ACT - - LOT LINE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. ALL WORK SHALL BE INSPECTED BY THE OWNERS REPRESENTATIVE AND ACHD IN ACCORDANCE WITH THE B.C. BRASS CAP 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON LATEST EDITION OF THE "ACHD SUPPLEMENTAL TO THE I.S.P.W.C." B/C BACK OF CURB - - - - - - - - - - - EASEMENT SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE BCR BEGINNING OF CURB RETURN ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER 3. ACHD WILL INSPECT ALL WORK WITHIN PUBLIC RIGHT-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE BCF BRASS CAP FLUSH BOUNDARY UNTIL THE SITUATION IS RESOLVED. THE PIPE ZONE. BOG BOTTOM OF GRAVEL 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT 4. PROJECT ENGINEER'S REPRESENTATIVE WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. BOS BOTTOM OF SAND - ROAD CENTERLINE ALL TIMES. 5. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY THE PROJECT ENGINEER'S REPRESENTATIVE BTM BOTTOM OF POND 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE AND ACHD. BVC BEGINNING OF VERTICAL CURVE - - - ROAD RIGHT OF WAY PRIOR TO START OF WORK. 6. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL TRAFFIC CONTROL PLANS AND DEVICES NECESSARY FOR THE CONTROL OF BW BOTTOM OF WALL 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS VEHICLE AND PEDESTRIAN TRAFFIC IN AND AROUND THE WORK AREA IN ACCORDANCE WITH THE CITY OF MERIDIAN, CF CUBIC FEET PROPOSED ROLLED CURB REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. ADA COUNTY HIGHWAY DISTRICT AND M.U.T.C.D. REQUIREMENTS. CFS CUBIC FEET PER SECOND 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR C CONCRETE PROPOSED VERTICAL CURB MAYNOT OPEN OR CLOSE WATER VALVES. 7. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB CY CUBIC YARDS 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AND GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. D DEPTH - - ROAD SAWCUT AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF 8. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET DG DESIGN GRADE THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS, AND LIDS. DTL DETAIL ROAD GRADE BREAK CONSTRUCTION NOTE NO. 1. 9. WATER METERS SHALL BE INSTALLED PER "CITY OF MERIDIAN SUPPLEMENTAL STANDARDS MODIFIED WATER SERVICE DWG DRAWING o 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES CONNECTION DETAIL". FIRE HYDRANTS SHALL BE INSTALLED PER I.S.P.W.0 SD-404 AND STAR SUPPLEMENTAL. ECR END OF CURB RETURN ��2Sp FG CONTOUR a EOP EDGE OF PAVEMENT FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO ESMT EASEMENT 2Sp EG CONTOUR W 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC BE DETERMINED BY PROJECT ENGINEER'S REPRESENTATIVE. EVC END OF VERTICAL CURVE p WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR 11. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE MOST CURRENT EDITION OF THE ACHD EX. EXISTING PHASE LINE FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE SUPPLEMENTAL STANDARDS TO THE ISPWC STANDARD DRAWINGS. INCLUDING: FF FINISHED FLOOR ELEVATION ui APPROVED CONSTRUCTION PLANS. A. PEDESTRIAN RAMP, DRAWING N0. SD-712A AND SD-712. FG FINISHED GRADE ELEVATION LOD LIMITS OF DISTURBANCE o 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. B. CURB TERMINUS DRAWING N0. SD-707. FL FLOWLINE 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL C. RESIDENTIAL STREET SECTION, DRAWING NO. SD-801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET. G GUTTER W PROPOSED WATER LINE Q PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT D. STANDARD 6"VERTICAL CURB Sc GUTTER, DRAWING NO. SD-701. GB GRADE BREAK GIRR GRAVITY IRRIGATION S PROPOSED SEWER LINE LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. E. ROLLED CURB AND GUTTER, DRAWING NO. SD-702. GW GROUNDWATER 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE F. SIDEWALKS, DRAWING NO. SD-709. HP HIGH POINT RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE G. STANDARD DROP INLET TYPE I, WITH 12"SUMP, DRAWING NO. SD-601, UNLESS OTHERWISE NOTED. HW POND HIGH WATER GRAVITY IRRIGATION CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE 13. EXISTING A.C. PAVEMENT SHALL BE CUT TO A MINIMUM WIDTH OF 2' TO A NEAT STRAIGHT LINE PARALLEL OR O INVERT CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE NV N PIRR PROPOSED PRESSURE IRRIGATION AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO O TO ANY EXCAVATION. PAVING. CONTRACTOR SHALL MATCH EXISTING ROAD SECTION TO 1/4 INCH AT MATCHLINE. IRR IRRIGATION PROPOSED IRRIGATION SLEEVE 13. CONTRACTOR SHALL MARK ALL FINAL UTILITY LOCATION IN THE FIELD WITH THE APPROPRIATE COLORED MARKERS. 14. ALL CONCRETE SHALL BE 4000 P.S.I. AND INCLUDE 1.5 POUNDS OF FIBER MESH PER CUBIC YARD. IR INFILTRATION RATE ISPWC IDAHO STANDARDS FOR PUBLIC PROPOSED STORM DRAIN PIPE mr W 15. ALL SIDEWALKS SHALL BE WET STAMPED WITH 3"STAMP AT ALL PROPERTY LINE (PL), WATER (W) AND SEWER SERVICES WORKS CONSTRUCTION ROADWAY NOTES (S). (ONLY SEWER REQUIRED BY CITY) LF L NGT FEET ®® PROPOSED SAND & GREASE TRAP 16. VALLEY GUTTER SHALL BE PER THE ACHD SUPPLEMENTAL SPECIFICATIONS DRAWING NO. SD-708. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY (VALLEY GUTTER SECTION IS THICKER AND REQUIRES #4 REBAR). LP LOW POINT PROPOSED SEEPAGE BED z MAX MAXIMUM CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 17. STORM DRAIN TRENCHES SHALL INCLUDE NON-METALLIC BURY-TAPE. MH MANHOLE w 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE 18. ALL STORM DRAIN MANHOLES SHALL BE MARKED "STORM DRAIN". MIN MINIMUM �X PROPOSED STORM DRAIN MANHOLE a PIPE ZONE. 19. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION N.T.S. NOT TO SCALE co co OR TO USE THE FOLLOWING: ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INHC (1/2") MIX PG 64-28 FIVE INCHES (5") ❑� PROPOSED CATCH BASIN �� ) o co SEWER NOTES P PAVEMENT ELEVATION a PC POINT OF CURVATURE 0 N N THICK, AS A MINIMUM OF 4 OF 3/4 BASE AND 25 OF 6 MINUS PIT RUN. USE WHICHEVER ROAD SECTION IS GREATER. , PROPOSED SEWER SERVICE a . 00 20. ASPHALT REPAIR MUST COMPLY WITH ISPWC STANDARD SPECIFICATIONS AND ACHD SUPPLIMENTAL SPECIFICATION FOR PT POINT OF TANGENCY C)PVC POLYVINYL CHLORIDE � STREET REPAIRS PER SD-301 SD-303 AND SD-806. PROPOSED SINGLE WATER SERVICE ID ci 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL PVI POINT OF VERTICAL INTERSECTION ° CD AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 21. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN THE CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE R RADIUS/RANGE w o co co RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA PROPOSED DOUBLE WATER SERVICE J o N 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF R/W RIGHT-OF-WAY Y DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN REV REVISION / Lo 3� - THE COMPACTION TESTS. A PROPOSED FIRE HYDRANT N AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE SEC SECTION o 0 CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 22. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SF SQUARE FEET ® PROPOSED VALVE i o m WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. SG SAND AND GREASE TRAP Y COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM SP SEEPAGE BED 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. SPEC SPECIFICATION �X PROPOSED SEWER MANHOLE SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER 23. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE SS SANITARY SEWER PROPOSED STREET NAME SIGN MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE RIGHT-OF-WAY PERMIT. ST STREET 3 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS IDAPA ( 24. CONTACT ACHD INSPECTION SERVICES AT 208-387-6284 FOR INSPECTION. STD STANDARD PROPOSED SIGN CV 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). S/W SIDEWALK N 25. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE SY SQUARE YARDS THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. C ® PROPOSED STREET LIGHT O CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE TC TOP OF CURB 2017 ACHD STORMWATER DESIGN GUIDELINES. L. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND TF TOP OF FOOTING z INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. PROPOSED BARRICADE 5. SEWER SERVICE DEPTH AT BACK OF SIDEWALK SHALL BE NO GREATER THAN 5' BELOW FINAL GRADE. TOG TOP OF GRAVEL (n M. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL TW TOP OF WALL W w IRRIGATION NOTES REPLACE THE ENTIRE ROADWAY SURFACE. TYP TYPICAL / PROPOSED SIDEWALK RAMP N. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL W WIDTH Q PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. EXISTING POWER POLE O - 0. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED z z 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. OHP EXISTING OVERHEAD POWER uJ N BEING CONSTRUCTED. w J Q 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND P. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE E EXISTING ELECTRICAL LINE THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL CONSTRUCTION BEGINS. Q Q 3 QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 26. GRAVITY IRRIGATION CROSSING SHALL BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY CONSTRUCTION. GAS EXISTING GAS LINE I..L w MEASURES SHALL BE TAKEN DURING CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. LL] 3 X EXISTING FENCE LLJ z STREET LIGHT NOTES o U w EGR EXISTING EDGE OF GRAVEL ROAD r n a V N 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE DRAINAGE NOTES EOP EXISTING EDGE OF PAVEMENT z MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. Q 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY AND ASSOCIATED WIRING. PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND m 4. STREET LIGHT BASES SHALL BE LOCATED 10" MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE METERS. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS a DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. n 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY co co 0 3 CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. CD _ WATER NOTES m o z Y z 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC Q w LU U) El DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN = o v o Q GENERAL CONSTRUCTION NOTE NO. 1. C) O a 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM o O Q DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER o a MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, U C)~ ' N w THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC co w DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Q Q o N 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS z z z z CO .2 SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE z v = > w o N WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE w w w CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS Q O Q Q Y w N (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). o 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A SEAL N w m STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS vONAL ENG AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH Q�oF��\CENSF10�'�F� w N THE PUBLIC WORKS INSPECTOR. 67 0 _ Q CO m 1994 D J�2/3/2co 0 o l qTF OF ��P O F< < ERco gP� M J y EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ' M coUTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w .0^ c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I L ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION °' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below. 02 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 1. SHEET FLOW MIN 0.5% TO FRONT LOT LINE. 37' PROP. 2. DRIVEWAY SLOPE (VARIES) R/W _ _ X X 23' 23' 'PUE 13, 16.5' B/C 16.5' B/C 13, PUE I in 11 S/W ESMT I I S/W ESMT I MIN.FF- - - MIN_FF �-1 / 2 8> 2> 2> 8> 5S/W LANDING r5' /W S/W I S/W LANDING FG/DG FG\DG / xx III-III- -III _ / / 1.75f0.25% MAX - „ III=-I -III 15 -8 I 10 -III-I, - I I- _ 1.75f0.25% MAX \ \ \ \ \ \ \ \ PROP. 3 _ _ _ PROP. 3 /\\ \\ \\ ' \\ \\ SIDEWALK CROSS SLOPE I I— =III-III=III- _ I I I-1 I I—I I I=1 1 1- 1—I CROSS SLOPE / / / / / / ROLL CURB - I II 11= ROLL CURB- _ / / / / / CURB 1 I 11—_ III==III i i I =III=III=III=I PROP. =III=1 —__—III I I I \ j\\j\\j/ STREET I— III-III-III-III-III- PROP.=III-III-III-III-�- I I-III-I I I-111-III-111-1 I=I I I==I I I SEWER=I I I==I I I==I I I= WATER==I I I==I I I I I ' \/\\/\\ ° \/\\/�' ' '-1 11=1 I I-1 11=1 11=1 11=1 I I-1 11=1 I I-1 11=1 I I-1 I I-1 I I-1 11=1 I I-1 I M I I�I I 1- ' ' ��/jam/j \ //\�/j�� LOT GRADING D E TA I L TYPE P E "A" SCALE: N T S I I IEI 11 --I I I --I I I I; —11 I—I I IEI I I I I I I I I --I I I —I;,I I ,\ =1 I I—III—III-1 11— I I I,;III 1-11 ,I I I- ��/� III FOOTING PER FOOTING PER o FOUNDATION Y OTHERS. \\//\ j \ FOUNDATION PLAN rArS TANDARD LOCAL STREET SCALE: NTS //��/j�/jam/��/j/�� \i� BY OTHERS. 1 / / a SIDEWALK 62' PROP. 2 3 / CURB AND GUTTER R/W BURNSIDE STREET PAD & FINISHED FLOOR GRD DTL SCALE: NTS / KRUSE RIDGE ESTATES / PROPERTY 24' 38' 15' 1. SHEET FLOW TO REAR LOT LINE PUE 2A LOT ORIDGE (TYP. MIDDLE OF LOT) 12' EOP 18 B/C I 3. LOT PAD O 3' GRVL 1 2' I 4. DRIVEWAY SLOPE (VARIES) 2' �j SHLDR Imr 7' 8' 10' 1' - z BIKE LN S/W S/W LANDING _ TD 3' ROLLED STD 6" VERTICAL TYPE "B"S LLED CURB SECTION S TICAL CURB K LOT GRADING DETAIL TY SCALE: NTS =III- III III-111-1 I -III III III-III 10'-6' I 10 -18 - Ui 1 I I-III-I —1 I -III-_- 1.75f0.25% MAX (PER ISPWC SD-702) (PER ISPWC SD-701) z -1 I DITCH PER ACHD POLICY -III=III��: I =111=I =—— - II IIIIIII=III=II - PROP. 6" -III=III- CROSS SLOPE Q SECTION 8200 DETAIL 05 PROP. 6 _ I I -I I I =III==I co I I-VERT. CURB I III=III- >� -I I I-1 11=1 11=1 I 1 _ SHOULDER=1 I PROP.= I I=III=III=III-I -PROP. I 1=1 I 1=1 I 1=III- _ ;X�� FLOW ARROW (TYP.) ° oco WATER- _ _ II=I I I—III=III-III_ =1=III==1I1=1I1=1 MI _ _ _ _ _ _ _ _ _ _ I— '' ` a {_ _ _ SEWER I I �—III=II1—III=1I11—I I I=111—III=1 I I—IIMI I I-1IMI I I-1 I MI I I-1IMI I I-1I1—I I I-1I1—I I I-1 I I- z ., ; z co o I I—_—I I I— 11=I I I-III- I I—I i I _I j I —I I I=_—I I I=_—I I I=_—I I I=I I ' y ' —I I I—III—III—III=III—III—III 111—III—III—III—III—III-I 11—� HOUSE ° CD ui III-III-111 I=III- I ' I —I 1 I=1 11- =III-I I ' PREFORMED EXPANSION J JOINT MATERIAL SHALL BE FLOW LINE INSTALLED AT ENDS OF B W. HARRIS ST WITH BORROW DITCH SCALE: NTS TRANSITION SECTION o 0 YARD WILL BE NS Y L 32' PROP. 46' PROP. REAR YARD WSTALLEDION EACH LOT AT TIME OF HOME CONSTRUCTION: R/W R/W REAR YARD SWALE TO BE KRUSE BURNSIDE E EXACT• DETERM D LOCAT REAR DRAINAGE ION BY THE HOME TO CAPTURE ALL o PROPERTY RIDGE ESTATES SHEDTR: SEE DETAIL THIS 10' REAR LOT LINE Chi c 21 B/C 10� 21 B/C PUE I G CURB TRANSITION DETAIL SCALE: NTS o 2 2 L TYPE B LOT DRAINAGE DETAIL SCALE. NTS z 6' 7' 7' 8' 10' 1' N GRADE AS NEEDED 10" GRATE, NDS N0. W c BIKE LN BIKE LN S/W S/W LANDING To DRAIN (TYP.) 1050 OR SIMILAR W 2� _ _ -I i �_ - - - 2� z PROPERTY I I -I I ,- _ _ _ I-I I-I I= ~ w I—III=111=1 I I=111=1 I I=111=1 I I1_�I I z_ Q w LINE III-III-I I-I - I I-I I-I I- a W Y I— Q ' ' I—III I I ' ' ' III—III ~ 11 =III-11=III-I 11=III==111-1 1 6 VERT. CURB -I I -III-I I =I I -6 VERT. CURB I I I-I I -I I =I I 1-1 I I I II__1.75t0.25% MAX w Q U) �- I I I i I-I I h�, _ NO GUTTER' _ _ NO GUTTER' _ _ _ _ PROP. 6 -CROSS SLOPE � > s� ADS PIPE W ZQ - 1—III- 1—III- _ I— I=11I- -1 —III— I-1 1 I_ 11 w N N _ _ PROP. 6 _ _ _ _ _ _ _VERT. CURB—_ w r 11 I-11 —11-111-111 I I I I I I—I I —1 1 1—I I —1 1 1 III III III-1 1 1—I I —I 11—I 11 i i i—i i i—i i i—III = 1-1/2" DRAIN ROCK a W — I;1 VERii 1 CU�Rg=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I M I F 1 I M I Ed I I=I I I=I I I=I I F I I=I I M 1 I-_I I ' o f HIGH LOT (D J 0_ I — J Q Ld + ASTMC-33 SAND 3 I 111—II—III—I1=III-11=III-11=III-11=1 I I—I I =1 I I—I I =1 I I—I I =1 I I—I I =1 I I—I I =1 11 v �`P II-III-III-III-II 1-1I 1=1I1- 0 Q r -1 I I— I—III— I—III— I—III— I—III-III=1 1=III-1 11= I=1 11= I=1 11= I=1 11= I=1 I I- m � I=1 i 1=1 i 1=1 11=1 i 1=1 i 1=1 i 1- I W .3 I =111=_I I —I ' I— '—'i I =I�'- -11�I I=I'I=I'I=I'I=I'I=I'I=I I M ~ -I ' —I11=I SLOPE PER PLAN - Z W W —111—III-111—I 11—I I 11 , ,111 I I I III I I 1111, ,III— GROUND WATER g Q Q —1 I I— " —I IL I-I I VARIES i1=11 I I 1=1 11=1 I—� (VARIES) s Low LOT I—I I I—I II— I==II N —II — 1I I—I I I—I I I—I 11=1 11=1 11=1 I I—III—I I 'VERTICAL CURB, NO GUTTER SHALL BE EXPOSED 8-INCHES ABOVE FINAL PAVEMENT SURFACE FOR COLLECTOR ROADWAYS. -�"'-'!—— —III-III-III-III-III=III=III=III- /jam/ z - I�i II I I=III=III—III—III—III—III—III—III—III—III—III—III- FREE DRAINING III—III—III—'11-1 11-1 11-1 11-1 11-1 11-1 11-1 I I—I I I_ -I 11-1 11—III—III—III—I 11-1 11-1 11-1 11—III—I 1' SOIL D 2 C W. HARRIS ST AT ENTRY SCALE: NTS "—III—III-"- "—III=1 I I—"- NOTE: YARD DRAINS CONSTRUCTED BY HOMEBUILDER. TO m BE REGISTERED WITH IDWR AS SHALLOW INJECTION WELL. SP-3, 0.50-INCH ( ") MIX, N PG 58-28 TWO AND A H RETAINED REAR LOT SECTION SCALE: NTS M YARD DRAIN DETAIL SCALE: NTS HALF INCHES (2.5") THICK SP-3, MIX 4.0" ABC 3 PG 64-28 o 12.0" GRANULAR 4 OF ABC U CALKINS 00 = U I I I I I I I SUBBASE — z z N LATERAL a - IIIIII 20 OF 6" Qw } Q J _ _ _ MINUS PIT RUN w w Q 20' I 25' 25' m o � � - - - I- II- II- II � � > z Y z U � - _ — _ � ww � I I ESMT ESMT I o II I N < = w w o NOTE: — 1 I III I I w J � I 2% I I < EL R 1. PAVEMENT SECTIONS PER ADA COUNTY HIGHWAY o < w ��- a s DISTRICT SPECIFICATIONS AND ONLY IF NOTE: 0 = P I I o GEOTECHNICAL RECOMMENDATIONS ARE MORE 1. PAVEMENT SECTION SHOWN PER ACHD POLICY. D° �� =I=III=111 =11 =111� o a STRICT SHALL THEY APPLY. GEOTECHNICAL I- ' III-III-III�III=11 = - =III=� Ir o a -III- SLOPE PER PLAN II=III=III-III- > a RECOMMENDATIONS INCLUDED WITHIN 2. NO PIT RUN, BALLAST OR SUBBASE AGGREGATE III-III III-III=III=7 U N z GEOTECHNICAL REPORT PREPARED BY MATERIALS SHALL BE PLACED ON ANY ROAD OR STREET —1IVI=1I1=(VARIES)-II1-11I-III-III-III TESTING & INSPECTION, DATED 11/13/2019. UNTIL THE SUBGRADE HAS BEEN APPROVED BY LOT III-Illrtlll=111=III-III-III-III III=III=III=� g �' Q Q —III—III—III—II1 =1I1=1II—III—II1 1111=_III Q o a ADA COUNTY HIGHWAY DISTRICT. I I 1 1 11- -11 F=1I-lI-II-II-lI-1 11-1 11-1 11=1 11=1111�.III z z z z 2. NO PIT RUN, BALLAST OR SUBBASE AGGREGATE I-III=III=III=III=III-III-III-III=III=III=III=III- w o SHALL BE PLACED ON ANY ROAD OR STREET 3. COLLECTOR ROAD(S) IN THIS PHASE OF -1111�IIF-11F-III-III-III-III-III-FIE-F11 III- z U UNTIL THE SUBGRADE HAS BEEN APPROVED BY DEVELOPMENT ARE W. HARRIS ST. I-,III-III=III—IiI—ICI—III—III=„III-1� w w w LL U F < a 2 ADA COUNTY HIGHWAY DISTRICT. Y W � .. < D LOCAL RD PVMT SEC SCALE: NTS E COLLECTOR RD PVMT SEC SCALE: NTS I CALKINS LATERAL SECTION SCALE: NTS SEAL cn ASS Fu \OVAL c UCENSF� '��� o r Q W o _ a z m 1994 � °10 s�2/3/2 0 o qTF OF 0 o FL E L o J L EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR CIDr SHEET NO. CD 5N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , CO UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w .O c� Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION o ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 03 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig LEGEND 23 24 LEGEND 23 24 OX GRADING PLAN SHEET NUMBER 26 25 E PAVING PLAN SHEET NUMBER 26 25 �X LIGHTING AND SIGNAGE PLAN SHEET NUMBER O UTILITY PLAN SHEET NUMBER OX PRESSURE IRRIGATION PLAN SHEET NUMBER O�I �I LINE TABLE ro LINE LENGTH BEARING �I o �I o N N L1 285.97 N89°09'15.70"W L2 323.17 S43°01'54.00"E L3 386.17 S43°01'54.00"E w Swill 1 I w a \ I � o \ I W � o L4 34.52 S0048'23.68"W ,M Ui W. BLUE DOWNS ST. M 6 L5 126.71 S89°11'37.12"E W. BLUE DOWNS ST. Q o � L ° " Q o z z � — — I— — 0 z � 6 85.65 S89°11'37.12'E L7 93.38 N87 31 08.37 E CL I I I i L8 115.50 S89°11'37.12"E O I uj L9 53.42 N46°58'06.00"E i W. SMOKEY LAKE DR � I � o �::J W. SMOKEY LAKE DR u� I � o OO L10 385.42 S89°07'53.05"E L11 155.30 N0037'16.61"E ^ z I° LU I LU L12 252.76 NO°37'16.61"E w BURNSIDE RIDGE 0 BURNSIDE RIDGE 0 � \ IJ IJL�l - Z Z 3 20.00 S89°22'43.39"E L'ESTATES NO. 1O ESTATES NOco(NOT A PART) (NOT A PART) — - Z Z z 2N Q w U) C) \ \ \ 0 Of O o 9 = lj- BURNSIDE RIDGE \\ \ J co — s \ \ ESTATES NO. 7 W \ \ w ■ - co \\ - (NOT A PART) Q I ;I \\ \ T-- - - BURNSIDE RIDGE Q I I CURVE TABLE o 0 ESTATES NO. 7 I— I � o m \\ \\\ \ \\ W. DRAWBAR DR O \\ \\\ \ \\ W. DRAWBAR DR (NOT A PART) O CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT \\� \\ f I z \\� \\ I Cl 120.00' 91.81' S21°06'45"E 89.59' 43050'18" 48.29' ic \\ \\ I I Z I \\ \\ 21 i Z C2 500.00' 28.69' N89009'46"E 28.68' 3°17'15" 14.35' \\ \ —� I — 00 (0 \\ \ — _ 00 �0 3 \ \ I Sri � \ \ 12 II � � � C3 500.00, 28.69' N89°09'46"E 28.68' 3°17'15" 14.35' LN 04 \\\ \\ I o \\\ \\ S 4 o C4 100.00, 76.62' N68°55'06"E 74.76' 43°54'01" 40.30' N W. IRRIGATOR ST Q W. IRRIGATOR ST - - - I \\ - \ �'9�, I I W Fm a 0 E �< `!i \ I �� "7i 10 I u J Q Z O % O,\ 'A U) \o I 'A o I — 3 U) — \ 7 \ W w I \ \ 13 W \ 28 \ GO 18 I I (30 5 — 4-1 U) I Z U C f0 � - 0 6 14 }II NOTE: m 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO S89°11'3 125 APN: S1226417350 7"E 2 6 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE 26 125 APN: S1226417350 UNLESS OTHERWISE SPECIFIED ON PLANS. N W. HARRIS ST I W. HARRIS ST 40.00' 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. o I -�'10) LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y 0 3 APN: S1226417300 � APN: S1226417300 N � 3. REFER TO SHEET THIS SHEET FOR HORIZONTAL CONTROL U co t I LO I LO LINE AND CURVE DATA. U (D } m 00 d o O I N cn O I N Q m 0 LIJ clI Z Y Z Y � d W 0 o n U Q a I I OGRA 75C S1 AOLE IN FEET 300 � w U = U U � � 26 Q5 26 Q5 a cn n o NORTH g CD o 0 35 36 35 36 } o z 04 Y M o w LI rn Lr) j Q o ii Q O O Z N Z Z Z U Z w w w W LL a- Q 0 Q Q H � N SEAL � w LU Q�OF ENSF� '�FF �SS\O W o a z m 1994 2/3/2Z) CD �TgTF OF P�p F< < ER 'BP� N 0 0 EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , in UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 2 .01 ? c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 04 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig DEMOLITION NOTES I �oo I I III I ° I III i 1 EXISTING OVERHEAD POWER TO BE REMOVED OR RELOCATED PER UTILITY COMPANY DESIGN. I I I I Igo I I I I I I II II i O REMOVE EXISTING FENCE AND DISPOSE OF OFFSITE. 6"fMRR 6"PIRR 6"PIRR I I I I I I I II II I� CONTRACTOR TO COORDINATE WITH DEVELOPER AT TIME OF o� P J _ III N i REMOVAL. II i O REMOVE AND SALVAGE EXISTING SIGN. 6 6 1 III � 6 6 x I� m 11 O4 REMOVE EXISTING GRAVEL ROAD. \ I N w1w 4 \ X I III �5 REMOVE DELIVERY DITCH PER GRADING PLAN ON SHEETS 4.01 CH o AND 4.02. w a i x I I II O REMOVE EXISTING TEMPORARY TURNAROUND PAVEMENT AND 7 I II III e DISPOSE OF OFFSITE. \ O7 REMOVE EXISTING TEMPORARY RETENTION POND.2 I I I I 111 o i o CONTRACTOR TO OVER EXCAVATE AND RECOMPACT. \ BURNSIDE RIDGE I 11 11 N O8 REMOVE AND SALVAGE EXISTING BARRICADE. \ \ \ 3 8 I II II o / 42o---o 10 x ESTATES NO. 7 -4) 9 — — I III i SAWCUT EXISTING ASPHALT TO A NEAT EDGE. MINIMUM 2'. 8» — (NOT A PART) III I� W _ I_ _ I EXISTING ACCESS ROAD INSTALLED WITH PHASE 1 AND o� I III I O LOCATED WITHIN PHASE 2 PAVING LIMITS TO BE REMOVED AND 3 r 1 I 7 10 I I I 111 i DISPOSED OF OFFSITE. W BURNSIDE RIDGE \\ I J 2 2 2 X II I II II PROTECT IN PLACE NOTES ESTATES NO. 1 \ —_ - J 1 I I II y Q O1 EXISTING SEEPAGE BED INSTALLED WITH PHASE 1 TO REMAIN (NOT A PART) \ \ 1 g x 111 oI AND BE PROTECTED IN PLACE. \ \ II I III EXISTING SEWER SERVICE INSTALLED WITH PHASE 1 TO REMAIN \ ®® AND BE PROTECTED IN PLACE. O3 EXISTING GRAVITY IRRIGATION INSTALLED WITH PHASE 1 TO 9 II I 1115 REMAIN AND BE PROTECTED IN PLACE. O 6 — III O4� x x x EXISTING SEWER MAIN INSTALL EOPED WITH PHASE 1 TO REMAIN x AND BE PROTECTED IN PLACE.x x � N 3. W, O5 EXISTING STORM DRAINAGE UTILITIES INSTALLED WITH PHASE 1 2 8 III TO REMAIN AND BE PROTECTED IN PLACE. ^ U 10 4 z I 111 oI N O6 EXISTING PRESSURE IRRIGATION INSTALLED WITH PHASE 1 TO C/; REMAIN AND BE PROTECTED IN\ PLACE. �\ 0 11 11 �a . o FQ\ ( 2 } i I III O7 EXISTING ACCESS ROAD INSTALLED WITH PHASE 1 AND , � co co LOCATED OUTSIDE OF PHASE 2 PAVING LIMITS TO REMAIN AND Q o ♦ I 3 BE PROTECTED IN PLACE 2 N ♦ 111 oI a -=\ o\\\ III O8 EXISTING FENCE TO REMAIN AND BE PROTECTED IN PLACE of u_ UNTIL PERMANENT SUBDIVISION INSTALL. CONTRACTOR TO CD VERIFY WITH DEVELOPER AND ADJACENT LAND OWNER. w o co 0 \\ \ \�\ ♦ o I 3 II Q \ \\ ♦ I N 3 N > 'O c \ I O CD N F \ \\ I I N O \ \ \\ 5 I I o co 3 \\ \\\ 0 I I I 3 s \ \ \\ I I CV w \\ \ \\\ ♦ I 11 ti w O ��,� F� \\ \�\\♦ III � Z � N J W N \ W W Q = 0 \ I U Y +\ \\ ♦ I III U) 0 + F� \\ \\ 5 1 1 3 II N W Z Z \�, \ \\ \ \\ III 3 W O Q 3 \\ �♦ ♦\ \\ I — J W o I III W C. O E \ \ U t r/ W \\ C. \ \\ I I I II Z 0 NOTE: BURNSIDE RIDGE \\\ ♦ I I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO m �� \\ ♦ III n BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE N ESTATES NO. 4 F,A I II UNLESS OTHERWISE SPECIFIED ON PLANS. (NOT A PART) '9� \ I II 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA '�\\ + I o STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. oa \\ \ \\ J o N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m Y N 3 Lj \ ��♦ 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL U U) a \ \ \\ ♦ CONTROL LINE AND CURVE DATA. ~ O U O 3 \ \ O N m m O m \ \ \ Ur m LLI 0 \\ �\ I Q Z W Z o 3 N Q w U) _ N N \ \\\ O N = R EG AEG NI 0 30 60 120 O = w � a Eta EG° x EG x \ \\\ ♦ 4 — GRAPHIC SCALE IN FEET o U o EG °3�93 °3 O z w ��23_X x x �3 x 3 93 �J�3 EGIi GR �J93 �J93��3 I O O X a = — — — — x °F °3 9 NORTH o a o - - o 0 ~ ' N ZUj o \ Ch W 1 O W O p .N \ 4 2 1 I • Q O Z Z Z c U' H 2 ° a � \ AP N: S 1226417350 W NOTE: CONTRACTOR TO COORDINATE DEMOLITION z \ AND PROTECTION SOUTH OF SUBDIVISION BOUNDARY Z w w w WITH DEVELOPER AND ADJACENT LAND OWNER. o I o U U a � 2 — Y ~ ` AP N: S 1226417300 x.. � ,� I SEAL N U ASS\OVAL w � o W �\CENSF� '��� o a z m 1994 � °10 s�2/3/2Go 0 CD o qTF Of 0 o F� 4ER gF' co L � J L EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR CDr SHEET NO. CD 5N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , c m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O w c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 05 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig GRADING CONSTRUCTION NOTES -16 I 15 14 13 I 12 11 1 0 / /•': \\ 9 ogo�o� $ 7 6 I I O1 INSTALL BOULDER RETAINING WALL PER STRUCTURAL MIN FF 2702.32 II MIN FF=2701.97 I MIN FF=2701.65 I MIN FF-2701.30 5 4 I 3 SPECIFICATIONS AND PLANS. LENGTH, TOP OF WALL ELEVATION, II MIN FF=2700.95 I MIN FF=2700.62 I MIN FF=2700.26 I I ° °°°° _ I BOTTOM OF WALL ELEVATION PER PLAN. DG=2701.32 II DG=2700.97 I DG=2700.65 I DG=2700.30 i I ) MIN FF=2702.05�0o I MIN FF=2700.87 MIN FF=2701.28 DG=2699.95 I DG=2699.62 I DG=2699.26 / :_ DG=2701.05;������ I DG=2699.87 � DG-2700.28 I MIDGE 2700�94 4 II MI DGF 2 01 4848 I MI DGF 2 01�9696 Y MIDGE 2702 00 C 2 CONTRACTOR TO SLOPE FROM PROPERTY LINE TO TOP OF _ - - - - - - - I - _� 2706.8t EG RETAINING WALL PER PLAN. 3:1 MAXIMUM. - - - - - - - - - - r - - - - - - - - - - - _ J O CONTRACTOR TO DAYLIGHT TO EXISTING GRADE PER PLAN. 3:1 \�= BOULDER RETAINING WALL - 2705.9E EG _ 2704.9E EG - --y / MAXIMUM. EXISTING GRADE IS TO BE MATCHED OUTSIDE OF ( I /r (NOT A PART) - - - - - 2704.4E EG _ / \\ ACCESS ROAD LIMITS FOR CALKINS LATERAL. ACCESS ROAD IS - - - - I �/ \ TO REMAIN AND BE PROTECTED IN PLACE. I II I \ I I I I I \\ O CONTRACTOR TO SLOPE REAR YARD AND INSTALL YARD DRAIN(S)AT TIME OF HOME CONSTRUCTION PER DETAILS K, L, & I 19 20 I I I i 21 M ON SHEET 1.03. 22 I IIIII 23 24 25 LOCK 4 LEGEND \ MIN FF=2708.17 \ MIN FF=2708.28 MINI FF=2708.25 I MIN FF=2707.32 MIN FF=2706.39 MIN F=2 0.46 O TYPE A GRADED LOT. CONTRACTOR TO ROUGH GRADE LOT \ \ DG-2707.17 \ DG-2707.28 ' DG=2707.25 - - DG=2706.32 DG=2705.39 DG=2704.46 I ^ I\\ PER "TYPE A" DETAIL J ON SHEET 1.03. "TYPE B" GRADED LOT. CONTRACTOR TO ROUGH GRADE LOT 2702.77 FG / \ I \ O PER "TYPE B" DETAIL K ON SHEET 1.03. 2702.41 FG \ BURNSIDE RIDGE J \\ GRADING NOTES ESTATES NO. 7 \ 2704.15 SW (NOT A PART) \ 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF \ 2706.3E ME �� 2706.01 SW 2705.08 SW I 2703.05 SW I I \ GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE \ _ 2702.87 SW BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY 2704.89 BC 2702.85 BC 2702.80 SW AND/OR IF IT IS HIGHER THAN ANTICIPATED. 2706.2E ME 2706.1 f ME - 2703.96 BC 2702.68 BC \ i 2. INFILTRATION SHALL BE TESTED AT THE TIME OF EXCAVATION. 2705.82 BC - ACHD SHALL BE PRESENT AT THE TIME OF TESTING. 2706.2E ME _ L - -W. DRAWBAR DR 3. INFILTRATION RATES SHOWN ON PLAN PER a \ " \ 1.50% - -�- - 0 50% 2702.76 FG RECOMMENDATIONS IN GEOTECHNICAL REPORT PREPARED BY 2702.56 LP MATERIALS TESTING & INSPECTION, DATED 11/13/2019. 1 • � 2706.2E ME 2706.1 f ME - - - - - � \ \ i 2705.04 BC - - 2702.85 BC --- 2702.68 BC 2706.3E ME 2703.97 BC - 2702.80 SW 2705.24 SW I I 2703.08 SW I I 2702.87 SW O \,. I •• // I I I III 1 03 2704.17 SW I I mr � I I I I '•� �� I III SEE SHEET 5.07 FOR SEEPAGE BED - 01 I 2703.13 FG i 2703.17 FG �,; '• / � / `` � �\ I DRAINAGE DETAILS. �_• I z BURNSIDE RIDGEUi MIN FF=2707.59 MIN FF=2706.54 MIN FF-2705.48 w DG=2706.59 DG=2705.54 - - - Q ESTATES NO. 1 \y I DG=2704.48 / / \ (NOT A PART) I� O O A I ° LO 00 y \ ../�J 2 3 4 I \ z y 00 \ \ \ 2704.1 f ME. BLOCK 5 I \ z U \ 2704.0f ME I \ o o 1 MIN FF=2706.48 2704.1E ME \ I I 1 J U co I I W 0 m ` ' N DG=2705.48 \2 2704.48 FG I 2704.48 FG 2704.1 f ME �p \ \ 2705.54 FG \ / I / 2 2704.1 f ME ' \ \ ,\ _ r 2703.5E EG 2703.2t EG 2703.2E EG 2703.2E EG I/ - � 00 o 0 2704.2E ME \ \ - =ao 00 I 1 o m \ /' 2703.2E EG I - MIN FF=2705.67 \ /o0 5 co0y� 2702.8E EG Y \ \\\\\ \\ DG=2704.67 \ \\\\\\\\\ 3 2704.24 5 I A I „ B I \ 4.01 III 3 \\ \\\\\\ \\\ ♦ 2704.43 SW \ \ I O I O I O O I .: I \\\\ \ \\\ \\ ♦ \ \ I I I w CV 6 I 8 9 I L \\\\\\ \\ \\\ \\\ MIN FF=2705.74 / 10 I 11 I 12 I Q III O y ,. \\ \\ \ \\ \\ DG=2704.74 O / \ \ BLOCK 5 Z \ \\\\ \ \\\ \\ s9 MIN FF=2707.31 MIN FF=2706.30 MIN FF=2705.60 MIN FF=2704.89 MIN FF-2704.04 MIN FF=2703.60 0 \\ \ \ \\ \ 4 2704.46 BC - �I .02 W \ \\\ \ \\ \\ I \ \ \ DG=2706.31 I DG=2705.30 DG=2704.60 DG=2703.89 DG=2703.04 DG=2702.60 '+ 2704.66 SW \ \ - W Z _ MIN FF=2705.74 \ '• \ \ I I ~ Q T \ 2712.9E ME \ h DG=2704.74 / \' =•\ I I _ I I Z J �_ Y T: 2708.69 ` 2 B: 2704.70 1 �\ 5 2704.69 BC \ \ I I C) Z N \�\\\\\ \�\ A 2704.88 SW \ \ \ 2705.49 SW I ' I KEYMAP W �I'1 Q N.T.S W `.J _ \\\ \\\\\ ��� \ 2704.79 SW 2704.09 SW 2703.24 SW 27M2 53 SW 2702.14 SW z 2711.4E ME MIN FF=2705.96 \ \ 2706.01 SW - - - - - - - - - - - - - - - (� _ - \ DG=2704.96 / X. ' /-/k- 0 BC ' ' 2704.60 BC 2703.89 BC 2703.04 BC 2702.34 BC 2701.95 BC 0 Q 3 �� \ \�T: 2708.73 \`. / / \ \ - - - - - - - - - - - s \\ B: 2704 742704.91 BC 2705.77 BC 2705.82 BC - - - W Q 2705.10 SW 2705.90 SW _7. - W. IRRIGATOR ST �� I _ - I LLI ° / \ 2711.4E ME / MIN FF=2706.19 / \ \ \��� 2705.46 FG \ \ \ \ / DG=2705.19 / \ \�,Sj \ �.�� / 2706.10HP I 2702.28 FG \\ ® U V 2 7 2705.12 BC \ \ - - - - - - I Z \\ 2705.32 SW � i 270_ BC 2704.51 BC 2703.85 BC 2703.' BC 2702.48 BC 2701.77 BC T: 2708.82 \\ AO 2705.40 FG _ _ \ D B: 2704.85 1 \ �/ / 2705.36 SW 2704.70 SW 2704.04 SW 2703.38 SW 2702.68 SW 2701.96 SW ° MIN FF=2706.41 / -9 °� 2711.2E ME �\ 1 292' / / 2705.17 BC \ �/A '� 2706.06 FG \ \ / DG=2705.41 �i p T:'27o8.87 / 9 / A \ GENERAL NOTES ° B: 2705.08 1 �\\`�• $ 2705.58 SW '9 . �9 I I I1. T: 2708.83 Q� BLOCK 6 \ 1.03 I -j k \B: 2705.30�1 O \ '•• I I I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK \� \ \\ �\' A 2705.74 FG I I OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS \ MIN FF=2706.62 2705.66 BC I OTHERWISE SPECIFIED ON PLANS. m Y 2711.1E ME \�\ 2 / DG=2705.62 / \ MIN FF=2706.17 MIN FF=2705.51 MIN FF=2704.85 MIN FF=2704.19 I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 2705.86 SW MIN FF=2703.60 � U) U) ❑ 3 \\ \\ \ 'S 9 DG=2705.17 DG=2704.51 DG=2703.19 ° 0 ~/ DG=2703.85 - DG=2702.60 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2/°. \ T: 2707.96 CL � \\�,T: 2708.82 \ 1 2706.08 FG I I " LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m m BURNSIDE RIDGE \ \ 1 B: 2705.62 / 2706.06 BC o o \B: 2705. 2 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m o w y \ \ \\ 61' 1 / 2706.25 SW \ I 16 17 I 18 I 19 20 CONTROL LINE AND CURVE DATA. C� z Y o ESTATES NO. 4 O N \ 2711.1 t ME \\ T: 2708.06 \ '�sg \ OA I OA I OA I BLOCK 8 A I o Q w (NOT A PART) \ �� \\ 3 ��_ \ \ ' `. U cn \ \ 1 B: 2706.16 O I I GRAPHIC SCALE IN FEET N � = w U) a \ T: 2708.81 \ OA I o v o B: 2705.62 1 MIN FF=2707.16 �'.. ( 0 20 40 80 g w \ T: 2711.49 DG=2706.16 z \ B: 2711.47 1 / \ I • I I I CD 00 a - - NORTH25 �, a o p ' I ' : 2711.2E ME 1 64 OA 2706.48 SW \ \\ ���T: 2711.60 �\ MATCHLINE SEE SHEET 4.02 N \ 2711.59 \ / MIN FF=2707.56 p� \ I g M o .__ \ 2711.3E ME \O DG=2706.56 \ 1 \ w o I Q o Q ° a \ \ \T: 2709.94 �.5` 2 / 1.03 \ \ ;\ I z z `� z \ \B: 2706.16 1 \ 12 2706.51 BC \ / ' z w w w y \ \ \ \� 3 \ \\ \ \\���\ 5�e� O 2706.70 SW \ \ �\ \ ) 0 a U) ` 2710.07 1 / MIN FF=2707.78 \ 14 \ / Y Q I \\ B: 2706.36 \ � / DG=2706.78 o cn cn w J 2711.4E ME v�` '�„�'� 13 \ \ \ �I SEAL w \ \ \ \ \ I \OVAL T. 2710.21 O \ \ ASS EN�i B: 2706.67 1 1 148' A \ \ I ; Q�oF CENSLLJ F� '1F� \ \ \\ a \\ \ 2711.6E ME 1994 z y ❑ \. \\\�\ 3 \\\���. 2 \ \ \ \\ 13 2/3/2 m T: 2710.11 CD B: 2707.04�\ �F �O \\\ \\ < < ER gF J Y co EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR s SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES A .O w c� 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 4 I o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE ❑ d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below. 06 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CBII before you dig GRADING CONSTRUCTION NOTES I I BLOCK 5 INSTALL BOULDER RETAINING WALL PER STRUCTURAL \ \ SPECIFICATIONS AND PLANS. LENGTH, TOP OF WALL ELEVATION, \ I _ � I � �� � � ' � \� � I � I •.f:'• I �I �� � � BOTTOM OF WALL ELEVATION PER PLAN. \ \ I O2 CONTRACTOR TO SLOPE FROM PROPERTY LINE TO TOP OF RETAINING WALL PER PLAN. 3:1 MAXIMUM. \ 2702.3f EG O3 CONTRACTOR TO DAYLIGHT TO EXISTING GRADE PER PLAN. 3:1 - - - -=- - - - - _ - - \ 2702.51 BC MAXIMUM. EXISTING GRADE IS TO BE MATCHED OUTSIDE OF - - _ - - - - - - �-�� - - 2702.71 SW ACCESS ROAD LIMITS FOR CALKINS LATERAL. ACCESS ROAD IS H. I TO REMAIN AND BE PROTECTED IN PLACE. 2702.59 FG \ 2702.51 BC 1 6 III 11 III I I I 1 / I ® CONTRACTOR TO DAYLIGHT TO EXISTING GRADE AT 3.1 5 \1 1 2702.71 SW MIN FF=2703.72 I IIIIII I I I I / I MAXIMUM SLOPE. COORDINATE CONSTRUCTION ACCESS AND 1\ I I I I ' I DG=2702.72 III r I I I I:'.,'.. III I SLOPE LIMITS WITH DEVELOPER AND ADJACENT LAND OWNER. \ 6 I �8 9 I 1 0 1 11 1 12 1 I o BLOCK 8 I I I I I I II I I I I I 6 CONTRACTOR TO MAINTAIN PROPOSED BUILDING PAD \ \ BLOCK 5 I `� Q I :• I 2702.42 SW IIIII I 2706.8f EG I 1 I O ELEVATION SPECIFIED ON THIS SHEET UNTIL DAYLIGHT AT \ EXISTING PHASE 1 BERM. \ Iol 2702.22 BC A IIIII IIIIII 1 1 1 1 I - - - - - - - - I IIIII 1111�1 I L.: 111 1 I I LEGEND 1 I I Z 2 6 11 1 IIIIII 1 1 1 1 7 �� I I I 1 A "TYPE A" GRADED LOT. CONTRACTOR TO ROUGH GRADE LOT \ I I 1 I I I I MIN FF=2703.60 I I IIIII �•� 1 I I \ O \ \ 1 - I DG-2702.60 � � I I I IIII I I I I I PER "TYPE A" DETAIL J ON SHEET 1.03. I \ I 2701.69 BC 11 � 1 IIIII IIIII I °°° - - \ IIII III : . I I I I I GRADING NOTES ;� y. . ,•... s - - - - - - - - - - - - \ 2702.09SW II I 2707.0fEG 1 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF I I - - -- - - --- I IIII III 1 GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE 0 � - 3- BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY IRRIGATOR ST 1 - o SEE SHEET 5.07 FOR SEEPAGE • �/ _ n � - � o AND/OR IF IT IS HIGHER THAN ANTICIPATED. - + - - o _ BED - 03 DRAINAGE DETAILS. 2. INFILTRATION SHALL BE TESTED AT THE TIME OF EXCAVATION. a \ I ACHD SHALL BE PRESENT AT THE TIME OF TESTING. 2701.84 FG I 1 I I IIIII I 11 1 II I 3. INFILTRATION RATES SHOWN ON PLAN PER RECOMMENDATIONS IN GEOTECHNICAL REPORT PREPARED BY - 2701.67 SW 11/13/2019 MATERIALS TESTING & INSPECTION, DATED . 2701.26 BC II � IIIII I �� I I 2701.49 LP O g IIIII 1 f I� I �I II 11 I I I I O I (� . I MIN FF 42703.60 I l i l l 1 1 III 1 1 Imr I I I a- DG=2702.60 II II III 1 '' III BLOCK 8 I I I I IIIII 11 1 I 0 2702.04 SW I I I I .. 2707.6f EG I / I 2701.84 BC I I IIII 'j. IIII / w n I ��16 17 I '' I 19\\ 20 �I I I I lilll�l I 11 j I I / \ I 6 1 IIII �o co h \ :\ 5 Ico 0 \\ �\ \ . , �� \ I BLOCK �� I I I I MIN FF=2703.60 I I I IIIIII I IIII I co DG=2702.60 IIII IIIIII IIII 1 Z c, Y U) o MATCHLINE SEE SHEET 4.01 I I I 2702.67 SW IIII 12707.9f EG 1 I o (D o I II I I I I } I w o m \\ \ \ \ T: 2708.57 1 32' 1 T: 7 I 2702.47 BC I IIIIII I LI I I II \ _j a °� ° 2704.56� 1 2708.5 O I I I IIIIII I ' I I I I I I Yco B: 2704.56\� 1 2702.54 FG 6 IIII I I I I I I I I I I I o 0 " O N / II 6 / \ \ T: 2708.57 "� A I I I I IIIII 1 I I o m ° \ \ 12 \ \ �':. \ 1 1.03 ' IMIN FF=2704.44 I I I IIIIII I I I I I B: 2708.27 11 \ \ \ DG=2703.44 I 1 1 I I I Y 35' 1 � � I IIII I III II °' 111 I IIIII - II I I I 1 0 173' 14 y I �T: 2708.57 1 ,s, 1 2703.53 SW ri I I I 2708.5f EG B: 270755 \ MIN FF=2709.57 1N, 4.01 DG=2708.57 \\ / 2703.44 BC I I I III I I I I I N 2706.92 SW \ I I I I - \ 2707.22 SW `gyp I: OA IIIIII i I I I I I : I I / 0 MIN FF=2708.30 / 2707.02 BC A \� d' 2703.78 FG I I I I I� I IIII y ;:1'; IIII I Z DG=2707.30 \ \ O 2704.03 FG 1 7 6 I IIII IIII I \\ \ \\\ \\ 2703.95 Bc I I 14 / 2706.94 BC \ 13 MIN FF=2704.95 IIIII IIIIII :�,: 1I 4.02 W Z 2705.06 BC I I I I I I \ \ \ \\\\ \\\\\ O 2707.14 SW MIN FF=2710.54 DG=2703.95 r+l I I I IIIIII - IIIII I / DG=2709.54 T: 2709.64 2704.03 SWIIII IIII I11 I Q MIN FF=2708.90 / 2707.10 FG Q �J. B: 2708.98 1 IIIII IIIIII J 2711.9f ME / DG=2707.90 / \ S9 � \ 2708.77 SW \ \ I I I I I - \ \\\ \ '� O \ 2708.57 BC q 51 1 2705.14 SW _ IIII I i I I I I I i II \ , U) \ \ \\\ \\ �. 15 27o7.s2 Bc / 0 2704.45 BC I I III I :: I I KEYMAP I-I-I �n Z \\ \\�\�\\\3 \\ BLOCK 6 2708.01 SW '9 O ''.. / 12 2704.52 SW I I I I l j I I I I I .: i I I I r N.T.S W V Q \\ \ T: 2709.64 I I Z \ \ \ 2 \ BLOCK 8 1 T: 2709.64 A I I _ - ° / MIN FF=2709.50 \ \� B: 2705.65 1 O II II 2709.8f EG \I \ 2712.0f ME 1 171' DG=2708.50 / \ B: 2705.65 rll I► II I l W '\\ / ��' '\ � MIN FF=2710.64 8 6 I I - 0 3 \\ \\T: 2 10.00 1\ \ �� 16 / 2709.04 BC vv DG=2709.64 11 I I IIIIII \ B: 2707.60 \�\, ��-j 2709.73 SW OA MIN FF=2705.45 IIIII I I \ W \\ i\\ \\\ \ \ �Q q 2709.24 SW DG=2704.45 I I I I IIIIII I I I I / /l O 0 rn� � 2709.54 BC � 9 I 1 12710.2t EG \\ 2711.9f ME G' / MIN FF=2710.04 2709.69HP / Y \/ ��\T: 2709.20 \ / DG=2709.04 / MIN FF=2706.65 I I B: 2708.20 1 \�\,��` 17 / \ \ \ 2709.14 BC 96' 1 DG=2705.65 T: 2704.55 _ Z T. 2708.7� 8' 1 " ' \ \o OA B: 2704.45 BURNSIDE RIDGE 1 O �B: 2/08.77 \ 34' 1 q A \ \os 2709. 3 =SW 155' 1 T: 2708.44 I - - -' \ o �.;• o m ESTATES NO. 4 \ 2710.3f ME\\ T: 2710.04 1.03 \ \ 11 B: 2704.45 1 :: • (NOT A PART) `\ \ 2 1 \ ' I \ MIN FF=2710.33 - \\ ��\ 2 •� B: 2709.04 GENERAL NOTES \\ \ \Q I DG=2709.33 1 26 \ \ \ \ T: 2713.04 18 \ \ \\\T: 2708.43 1 \ 1 B: 2709.04 \Y` - 2709.01 SW _ _ 1 T: 2709.33- - - - - 1 T: 2707.89 ) 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 1 \� B: 2709.04 1 B: 2705.65 B: 2705.05 / OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS \ \\ `b I 2708.83 BC 10 _ ��---- - - - _� OTHERWISE SPECIFIED ON PLANS. m Y 2708.82 FG / 2 . / - - - SEE SHEET 5.07 FOR SEEPAGE 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA ^j 9 2707.3f ME STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2°/ ~ BED - 04 DRAINAGE DETAILS. } } LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m 00 o \ \ 7�Q \\\ \� \ - - - - 1 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m p pw / 2707.49 FG w 2707.79 FG 2707.76 FG - Y CONTROL LINE AND CURVE DATA. C� _ 2707.89HP - � z z 2712.75 FG - 2707.06 LP 2707.4f ME = w 2.00� 2709.03 FG 1 2707.61 FG - - - o Q w U) 0.50� GRAPHIC SCALE IN FEET N p v p U) n - - - - - - - - - - - 1 I 0 20 40 80 = a a � \\ \� �\` 2 \ ` - - - - - - - - _ W. HARRIS ST 2707.3o FG o.85� o - - - - 2708.2f ME) o - - - - - - - _ / CD- a ° J \ - ��_ CD - • NORTH o o co w T 4 4 4 I �\ N ii B C I w t w \ o 1.03 1.03 z z z a 1 1 z U 2 > _z z o N > w u1 u.1 w ° `o I > J J v E U U Y w w � c SEAL = w /\ I ASS\OVAL fN�i w o ��CENSF� 'LF� Uj ° w o 2 Ile_ a z m 1994 2// CO -� s� �o o m o T TF OF \�F O N o F< < ERco gP� � J Y EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR s SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES A .O^ c� 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 4 L o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE ° d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below. 07 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CBII before you dig GRADING CONSTRUCTION NOTES 2705.42 FG � \D 2705.49 FG I d 1 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON PLAN. 2705.51 FG \ Q ° 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT D I Z I 2705.32 FG � 2705.51 FG \ � � � "II OCCURS BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2705.33 FG \ ` I Q \ I 3. GRADING AND EARTHWORK SHALL BE PERFORMED IN 2705.60 FG ° "I ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING 2705.45 FG - - - - - - - - - - - - I Z Q> 2705.48 FG 2705.15 FG 2705.15 FG 2705.54 FG \ °- ° I z > REPORT PREPARED BY MATERIALS TESTING & INSPECTION 2705.55 FG D I ° 2705.77 FG - - I W I (MTI), DATED NOVEMBER 13, 2019. I ID oao' 1 ° I - - - - - - 4. EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE 00 0 0000 D 2705.72 FG 2706.00 FG ° ° I Z APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORS 2705.60 FG o 2705.77 FG RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND 2705.20 FG \ 2705.93 FG 2709.51 FG I ° 2709.43 FG I � 2708.87 FG HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND 2705.53 FG I 2705.22 FG D ° 2709.31 FG 2708.95 FG UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO 2705.80 FG 2709.60 FG I ° I 2708.75 FG 3 FG 2709 REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN IN 2705.50 FG I 2705.43 FG \ � 2705.48 FG 2705.73 FG 2708.8 THEIR PROPER LOCATION. 000°°°��oo 2705.56 FG - - - 2709.79 FG 2709.50 FG I 2708.68 FG 2708.87 F G 5. CONTRACTOR TO ENSURE THAT ALL PEDESTRIAN RAMPS AND 9�q \ 2709.93 FG ° - ACCESSES ARE IN CONFORMANCE WITH ADA REQUIREMENTS. ACHD WILL STRICTLY ENFORCE, NO EXCEPTIONS. IF A 2705.42 FG ° ° ° ° 2708.90 FG CONFLICT OCCURS BETWEEN THESE PLANS AND FIELD 27 T2710.10 FG d, ° 2709.26 FG 2708.44 FG 2708.76 FG CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER Q 2705.47 FG ° ° - - ° / d IMMEDIATELY. \ > °°° ° ° ° 0 d ° ° .°oo°oo / g000g000 0000 Q 2710.57 FG ° �° ° ° Z 2709.98 FG V. / I 2708.38 FG ' 2708.42 FG ° W. 2708.61 F° ° Q ° d ° 2710.18 FG ° 2708.24 FG ° Z d a i 0Y d 2709.22 FG 2708.35 FG ° ° d °LU ° °°°°°°°°°° 2709.8 2 FG I 2708.76 FG Z ° °°°°°'°'°'°'°'°'°' o I 2.00% 2708.64 FG . floo ° a 2705.84 FG 2709.64 FG 9.79 FG 2.0 )70 (n 2709.44 FG FG - 2705.83 FG 2709.85 FG 2708.08 FG 2708.00 FG 2707.78 FG 2705.57 FG \ 2705.81 FG ° 2705.60 FG W.W HARRIS ST I O v I 1 0000^oo I 1 I °ppOp°O ' ° D 2705.94 FG � / 2705.89 FG 2706.01 FG - - mr �1 2705.87 FG / 2706.08 FG \ I 2706-03 FG 2706.02 FG / Uj 2705.97 FG a - - - - - - - - - - - - o 00 I2706.10 FG NORTH Q o K � N N 2706.14 FG 2706.22 FG a co z co o INTERSECTION OF INTERNATIONAL & IRRIGATOR SCALE: 1"=10' 2 INTERSECTION OF INTERNATIONAL & HARRIS SCALE: 1 "=10' ° ro 1- - - _ N I I I W o � a I I 2702.06 FG 2702.05 FG I J Y CD ° 2702.14 FG 2701.94 FG I r o 1 1. 3 FG I 2703 O II I 1 o co Y \ 2702.12 FG 2701.93 FG > I I 1 \ / W 2702.01 FG 2703.14 TC W \ 2702.01 FG 2701.71 FG � - _ 2701.71 FG 2702.04 FG I U) -\ 2702.11 FG Q 3 \ �° 0 2702.11 FG / I I 6 272G LO2701.97 FG > I 10 32702.07 FG 2702.09 FG)- N / O 2701.68 F270 2702.01 FG 2703.72 TC 1 z N 2702.03 FG 2701.91 FG Z 2701.98 FG ` 2703.23 TC U) 2701.88 FG 2701.99 FG 2701.96 FG C W - _ _ 0000° 1 I / Q Do ° 2701.93 FG O�a% 2701.90 FG - - I- / •° Q Q Y 2701.92 FG 2701.66 FG - - - 2 W . 2701.70 FG _ - - - I B \I W 0 Q KEYMAP z N ` - A / N.T.S LU �r•� - _ \ / - I 2703.51 TC V 0 3 W. IRRIGATOR ST I \��� I I z W r I A 0 3 2704.42 TC ° / 1 7 W Q - - - - ° RS00 / 0 O - - \ A 1 \ - .t. v J O I / z N \ L C / 1 2704.03 TC C 2701.48 FG I GENERAL NOTES N I 1 2701.73 FG 2701.43 FG I ° / 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 9 - I 2705.07 TC 2701.72 FG OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS � a _ 29• I d a / 2701.61 FG ° \ OTHERWISE SPECIFIED ON PLANS. Y a 3 2701.78 FG 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA � � � °°°°°°° 2701.73 FG / o = - - - - - - - - - - - - - \ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U 2701.82 FG 2701.53 FG 3 2701.55 FG J 2701.59 FG / LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. (D m 00 w 2701.90 FG W 2701.62 FG 2704.69 TC } o LU 2701.29 FG 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL � m w 2701.59 FG 2701.29 FG o w z d 2701.98 FG ° ~ b� 0 2701.70 FG CONTROL LINE AND CURVE DATA. N z Y U N I P- �' w W ° 87 FG 2701.65 FG cn a ° O , o Q a - 2701.54 FG 2701.24 FG 2701.57 FG o U 0 2701.24 FG 2701.67 FG 2701.54 FG 9 w o a . 2701.41 FG - - 27 - - FG o 00 z o 2701.59 FG 2701.40 FG ° LA = 45°00'00" (D I I 2701.55 FG I _ d NOR NORTH LU w W L B = 23 56 56 o N I 2701.52 FG I I LC = 43°35'59" z z > z z o o 3 INTER E TI N F IRRI AT R PIV T SCALE: 1"=10' 4 L DE A / DETAIL SCALE: 1 "=20' z w w w aa � S C O O G O & O CU S C Q o Q Q v ' 0� U U Y W � N U SEAL U Fu ASS\OVAL Q�oF CENSF� '��� w o a z m 1994 s�2/3/2 0 0 o F< < ER gP� L EXPIRES 10/20/27 o J L j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , c m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES A .O c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 4 ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION o ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE p o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 0 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig _ PAVING CONSTRUCTION NOTES O U U O O O 21 22 23 24 25 0°0°0° x O1 CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION BLOCK 4 ° ° °o°o°o DETAIL ON SHEET 1.03. 000000 SEE SHEET 7.03 FOR -,0 x O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD CONSTRUCTION DETAILS. 0 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. °0 0°0 O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL 00 000 SPECIFICATIONS STD DWG SD-709. O0o 2702.41 R` u�0 ADJUST WATER VALVE BOX AND COVER TO GRADE. I I I 2702.77 FG - IO 0 000 ADJUST MANHOLE RIM TO GRADE. O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE PLANS, SHEETS 6.01-6.02. I '4 I � I 14 SAWCUT EXISTING PAVEMENT TO A NEAT EDGE. MINIMUM 2'. BEGIN CURB 2706.3f ME/SW 1 2 3 1.03 2702.76 FG 2702.87 FG IMPROVEMENTS - - I I - - - - - I - END CURB STA: 11+70.22 2706.2f ME/SW I 17 - v�i 17 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL IMPROVEMENTS SPECIFICATIONS STD DWG SD-709. MODIFIED TO BE 6" THICK. OFF: 16.50'L - STA: 14+51.19 ME: 2706.1 f - • • d • OFF: 16.50'L 25 CONSTRUCT 14' GRAVEL ACCESS ROAD CENTERED ON PIPE IN _ - 2705.82 BC _ 2704.89 BC - _ _ _ _ 2703.96 2702_85 BC _ _ _ 1 /_ _ _ TC: 2702.68 UNIMPROVED AREAS WITH 10" OF 3/4" ROAD MIX OR EQUIVALENT ON A STABLE, COMPACTED SURFACE. II I„W 6 Q,>� ++ 2702.48LP 12+00 3+00 W. DRAWBAR DR 14+00 I - - - - i - -1.50% 1.50% - - 0.50% BURNSIDE RIDGE II �\ 2702.56LP 2702.76 FG ESTATES NO. 1 - - g"SS 8"SS - (NOT APART) II - I 2702.48�P BURN RIDGE a ESTATESTES NO. 7 Lz _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ END CURB (NOTAPART) 2705.04 BC 8 2703.98 BC 2702.85 BC C " 1 �� IMPROVEMENTS BEGIN CURB STA: 14+51.19 4 OFF: 16.50'R IMPROVEMENTS _ STA: 11+70.22 2706.2f ME/SW - - - - - - - - 17 11� I •\-, - TC. 2702.68 O OFF: 16.50'R II 2706.3f ME/SW I 2 3 I 2702.76 FG 2702.87 FG ME: 2706.1 f II 1 mr I � �� w II I a SEE SHEET 5.07 FOR 2703.17 FG o co �� II SEEPAGE BED - 04 2703.13 FG �,0l C `° DRAINAGE DETAILS. I ;000 000 Q O O O O I 2 N 000 000 x Q 5 O O O O O z Cn 25 000 00 O ci 4 71 °° °° _ 0 " II I I °0 x I } o co BLOCK 5 I °0° °0 Y N w o � ■ J L a II I II - - I 0° � 000 5.01 CN i0 a° , o o - - - - - I oo o °00_ 0� O m a E Y 5.03 0 3 5.02 N LU 5.04 O J Z LL 5.05 LU a 2712 W. DRAWBAR DR 2712 E - 5.06 w W Z KEYMAP N.T.S LU Z p J � N EE a- w 3 w N +I L1J E Z_ ON + o Z 2708 N Q 2708 > a_ cn : Q CID`. 0 GENERAL NOTES cn x 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK w rn OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. m Y 0 3 _ 509 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U � N 2704 O N 2704 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. a 3 N o ro -J LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } m coo CD _ r z N Q 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m w - - - - - - - - - - - - - - w LU z < N wow CONTROL LINE AND CURVE DATA. C7 U a �LLJ _ _ cn o_ = w - - - - - - - - - - - - - - - - - - 0 EL - - - - - - - - - - - - - - - - - - - - - - - - GRAPHIC SCALE IN FEET N o v o = a +0.50� - 0 10 20 40CD a U NN z w Q ; CD CD p NORTH o N a o U > CD d z - N uJ o co g LU O w � � N N 0 o 2700 270o PROFILE LEGEND z z o 0 N N z v = > aW a - - - - EXISTING GRADE AT ROADWAY LU LU SD XING U STA: 14+11.19 Y W � ELEV: 2699.45 o w c/) c/) PROPOSED GRADE AT ROADWAY SEAL N U ASS\OVAL Q�oF CENSF� '��� w o a z 2696 2696 1994 z °0 s�2/3/2 0 CO a o a 11+50 12+00 13+00 14+00 14+55 qTF OF \�P� O 0 o F< < ERco gP� L � J L EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , c m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O w c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 09 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES / O1 CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION wo I 1 I DETAIL ON SHEET 1.03. I 0� 1 1 2 I I I 1 4 1 5 6 1 7 O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD n BLOCK 8 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. w o I I SEE SHEET 8.01-8.02 FOR SEE SHEET 5.07 FOR PRESSURE IRRIGATION DETAILS. O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL w I I SEEPAGE BED - 08 / SPECIFICATIONS STD DWG SD-709. DRAINAGE DETAILS. a' CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING I I N 1 1 FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL 10 SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H2". O J 1 1 1 TRUNCATED DOMES FOR ALL PEDESTRIAN RAMPS LOCATED IN ~ a THE RIGHT-OF-WAY PER ACHD SUPPLEMENTAL SPECIFICATIONS 21 O � O c� ECR PRC / 8 STD DWG SD-712. DOMES SHALL BE RIGID INSERTS, WET SET � ui > STA: 15+25.14 d N STA: 15+16.06 OFF: 25.35'L / INTO THE CONCRETE, COLORED 'TRAFFIC YELLOW'. + + OFF: 18.991 I' T 3i ui A TC: 2703.06 TC: 2703.23 O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. Tff- , I 1.03g I I g 2702IIBEGIN CURBa / J 7 ADJUST MANHOLE RIM TO GRADE. IMPROVEMENTS •• 22 ° STA:IMPROVEMENTS 6 7 2702.63 SW 2703.44 BC O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE 2702.22 BC - - - 2701.84 BC 2702.47 BC - - - G5 2703.95 BC ° , PLANS, SHEETS 6.01-6.02. OFF: 16.50'L - - - - - - - - - - - � - - - - - - - - TC: 2702.51 ` \ O9 CONSTRUCT MIDBLOCK PEDESTRIAN RAMP WITH DETECTABLE 8 _ 'fin 0•9 % i 2701.40LP 8„W 2702.45 BC _ . \ WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL 6 6 i 7 *I 7 I \ SPECIFCATIONS STD DWGS SD-712 & SD-712G. TRUNCATED BURNSIDE RIDGE 12+00 13+00 14+00 1 15+00 DOMES FOR ALL PEDESTRIAN RAMPS LOCATED IN THE ESTATES N 7 - - 1 0.50% - - - - 1.00% I- - I - I1 - 2704.45 BC ° RIGHT-OF-WAY PER ACHD SUPPLEMENTAL SPECIFICATIONS STD S S O 2702.59 FG �390 2701.84 FG 2701.49LP 2702.54 FG �� 2703.78 FG DWG SD-712. DOMES SHALL BE RIGID INSERTS, WET SET INTO (NOT A PART) �� THE CONCRETE, COLORED 'TRAFFIC YELLOW'. �� 18 N. PIVOT AVE 2701.50VG 0 Y�1 7701.22VG S. PIVOT PL 2702.45 BC I I 18 Q BEGIN CURB 0.50% 1 0 F�''JJ 0.97% �/ \ 10 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL + SPECIFICATIONS STD DWG SD-708. IMPROVEMENTS - - - - - - - - - - - - - - - - - STA: 11+77.67 2702.63 SW BCR 1 I `LJJE C3 �/ 2704.03 FG U I g 18 PRESSURE IRRIGATION CROSSING. INSTALL SLEEVE PER OFF: 16.50'R STA: 12+91.25 dC'� 0 10 o G OFF: M ° I i • PRESSURE IRRIGATION PLANS. TC: 2702.51 rn TC: 2701.94 `� I o 16.75 _ - 21 CONSTRUCT TYPE I ACCESS ROAD PER ACHD STORMWATER �I 2702.71 SW 4 0 DESIGN GUIDELINES DETAIL 03. O 13 BCR ,° . 2 3 2 3 STA: 14+92.73 - - - - MATCHLINE SEE SHEET 5.03 - - 22 CONSTRUCT CONCRETE DRIVEWAY WITH RAMPED SIDEWALK OFF: 16.50 R 2705.06 BC PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-71 OC 100 TC: 2702.71 MODIFIED FOR 3" ROLL CURB. PRC z 11 ° STA: 15+18.39 \ /� 6 ° � CURVE TABLE OFF: 29.80'R W TC: 2703.14 CURVE RADIUS LENGTH DELTA TANGENT 0 00 00 1 I 1 10 �° ° 8 0 / C1 20.00' 31.50' 90'14'50" 20.09' co Q 1 ' w a °•� 0 Y N 12 I 1 20 - - C2 20.00' 31.33' 89'45'10" 19.91, z U) o �I BLOCK 5 I BLOCK 8 I C3 20.00' 26.66' 76°21'59" 15.73' ° ° CS �I } m w 0 CO C4 50.00' 255.30' 292°32'55" 33.38' 00 ■ a I I I C5 20.00' 12.63' 36'10'56" 6.53' o o �; 00 I I O O m° T N E Y 0 _a d m 5.01 CN 3 m L S. PIVOT PL W O J U 5.03 Z LL 0 LU O 5.02 L.L T 2712 < Q e 5.04 LU °� Z N O 5.05 W Q Q J 121� LU 3 � G KEYMAP 5.06 0 Ur N.T.S - z 0 2708 Q Q z N w � Q o a O I J z GENERAL NOTES X CO o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK O w w L i o OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS d 0 N N z Q N OTHERWISE SPECIFIED ON PLANS. m Y m w F-- _ _ _ - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) � U) 2704 � + cv = Q 0 r00 + - - - - - - - U N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. a 3 0 - 0 J 0 � _ _ - - - - - - - + cj- - - o- - - - - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. .. m m C14r- _ - - - O 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m LU �wcno_ o N00 - - - � QN +1.73% z w z _ - - - - r+ - 00 - - - - m N N CONTROL LINE AND CURVE DATA. O z v O U) a \ =259�� - - - - - - - - - - - - - - - -z QN - 0 OGRAPHIIC S 10 CALEIN FEET 40 � o v LU - - - - - - - - (/70_ QN = d - - - - - - -0.97% c~nd 11.00% ~ o o aa o r o' O cp o0 a o O > NO z > o0 w �o P N 7 0 C) W LU rn o w > N N o U 270o N PROFILE LEGEND z z U) g .z z U 2 o 0 6 PIRR XING - - - - EXISTING GRADE AT ROADWAY w w w a Q STA: 14+83.99 Q 0 Q Q Y w 2 6" PIRR XING ELEV: 2699.55 0 a_ U) U) STA: 11+75.60 ELEV: 2699.10 �> PROPOSED GRADE AT ROADWAY SEAL 0 12 STORM XING STA: 13+64.25 ASS\ONAL ENG/ ELEV: 2698.36 �oF �\CENSF� '1F� Q 0 L N C w � 0 d C z m 2696 1994 °o 2/3/2 o a 11+50 12+00 13+00 14+00 15+00 �qTF OF \OP�o O N o F< 4 E R V' co N j 3 EXPIRES 10�20�27 CAUTION: NOTICE TO CONTRACTOR s SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 5 .02 c� 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 10 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CBII before you dig U PAVING CONSTRUCTION NOTES o 0 o I cn O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION o0 00 I I I I I DETAIL ON SHEET 1.03. ' I o c 7 I o0 00,_ I 8 9 I 10 I 11 I 12 I I O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD Cc °0 000� BLOCK 5 BLOCK 5 I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. LLI 00 00 I > O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL 000 000, I Q SPECIFICATIONS STD DWG SD-709. o0o 00 I O O ADJUST WATER VALVE BOX AND COVER TO GRADE. 000n00 00°0 II II II II II II ® ' > OO78 ADJUST MANHOLE RIM TO GRADE.000o o0 6 0o000 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE 0000 SEE SHEET 7.03 FOR 270 U) PLANS, SHEETS 6.01-6.02. o cn 00 0' CONSTRUCTION DETAILS. A A 0 I ECR -10 U) o00 3 1 2 3 °'1.03 STA: 14+78.80 OFF: 16.50L Q `. Q +O } \ 2705.30 BC 2704.60 BC 2703.89 BC 2-703.04 BC 2702.20 BC 2701.95 BC 6 �C6_ - - - - - - - - - - - - - - - - - - - - 2702.34BC - - - - W - 0.55% W - \ \ 2705.82 BC -8»W 6 I . - 2 W. IRRIGATOR ST �� W. IRRIGATOR ST - - \ / DO - - - 12 i 00 - - - 13+00 - - - 14+00 2702.28 FG _ _ , - 1. - w - -1 +00 1.07% - 1.07% 1.07% 1.07% • / �1 2705.46 FG UJQCG) $„ss - 8„ss _ »ss »ss 8»ss ,L] s z% 0.92%2701.56 BC 2703.19 BC 2702.48 Lou 2702.20 BC-o 2706.10 HP O OQ + + � N < 0y o 7 , BCR o O STA: 14+79.118 I a OL z CS / o / 2 3 I I I 2 3 I OFF: 16.50'R I I 00 o' 1� z mr TC: 2701.73 c Lli z (sl / I I CURVE TABLE Z LU O CURVE RADIUS LENGTH DELTA TANGENT Q I I I I I I I > C6 116.50' 89.26' 43°54'01" 46.95' `o o O N Uj C7 83.50' 63.98' 43°54'01" 33.65' o I Q co 0 � m 17 18 19 20 coI I I I15 W. IRRIGATOR ST 5.01 ■ _- co 2712 2712 0 o N o m T N Y HIGH POINT ELEV: 2706.10 HIGH POINT STA: 10+63.64 5.03 PVI STA: 10+58.27 o PVI ELEV: 2706.23 3 AD: 3.03% 5.02 K: 12.00 N w y Q 36.31' VC 5.04 O J z y U N r7 Z LL z ° c N (6M O 270 O 0� 2708 U) w 0 + 0 ,Mcfl + 0 5.05 w o z 0 � ON � 6 � N L^.L di ON 0 r7 � Q I..L Y U) 00 O+ � C) � U � N UU + � KEYMAP 5.06 w o�S Z QN � 0 mm D_ u) D_ W W � O o Z � � U N H HN W Z N \\ ,^ ^ / V/ 0- -2. V/ oq Q 3 -6.25% +6.25%- - _ _ - _ _ � Ln 0 J 01� - - _ _ _ o - - - _ 0 LO 2704 - - - - - - - - - - - - - - Ln - - - - - - - - O Z 00 �V 704 o � w -r rni L 0o ,n /i- - - - - - - - - --1.0 L o - - - - - - - - - - - - - - - - - - - - Q - - - - - - - - - - - p� � Z U (n0_ � > ^� cn D_ U a m QD% -6.25% +2' GENERAL NOTES +6.25% 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 2700 ao > 2700 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS n Q OTHERWISE SPECIFIED ON PLANS. m Y 3 U 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) 0� U) STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D } } a 3 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. mco o 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL co w CONTROL LINE AND CURVE DATA. C7 z Y z U z ui V Uj o GRAPHIC SCALE IN FEET z: w co N a 0 10 20 40 � � U 0 IL z a CD a o 2696 2696 NORTH > z o chi IL O O w N N W c o ° � PROFILE LEGEND z z° _= z z_ U - - - - EXISTING GRADE AT ROADWAY � J J IL < � 8" SSWR XING � U U Y CO S TA: 11+27.49 a ELEV: 2692.97 PROPOSED GRADE AT ROADWAY rL SEAL Uj W p5 ASS\OVAL EN�i o 2692 2692 �oF C E N SF� w � a z 2691 2691 1994 z m 2/3/2 o 10+00 11+00 12+00 13+00 14+00 15+00 15+15.45 �qTF OF O O a N o F<< ER gP� S N J s EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 'N .O Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o CL �E UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhan bellow 11 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 1.03. CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD I :» CO SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SEE SHEETS 8.01-8.02 FOR I ^� SPECIFICATIONS STD DWG SD-709. \ •s• I PRESSURE IRRIGATION INFORMATION \ 0 O CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING - - FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL ISPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H2". 2704.2f ME/SW 5 6 \ TRUNCATED DOMES FOR ALL PEDESTRIAN RAMPS LOCATED IN 2704.1 f ME/SW i BLOCK 5 \ ECR : I 15 \ THE RIGHT-OF-WAY PER ACHD SUPPLEMENTAL SPECIFICATIONS ° STA: 10+36.50 BCR �L�CK 6 STD DWG SD-712. DOMES SHALL BE RIGID INSERTS, WET SET °°°o o • BEGIN CURB \ OFF: 16.50'L I ✓ STA: 10+36.50 INTO THE CONCRETE, COLORED 'TRAFFIC YELLOW'. IMPROVEMENTS A TC: 2705.73 1 - OFF: 16.50'R °° ° ° �r� STA: 20+02.45 1 2 3 - - - - - -MATCHLINE SEE SHEET 5.03 TC: 2705.84 2 3 O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. ° 1.03 OFF: ME: 2704.0± BCR , 4 e �o 0 \ b\ ,•. 4 ECR O7 ADJUST MANHOLE RIM TO GRADE. STA: 22+89.12 ; , .• ca (.0 \ (0� ', STA: 23+62.12 � •. • •: '' :• .• " '• , . .: ; ' • • OFF: 16.501 o \ o OFF: 16.501 O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE TC: 2705.97 L6 PLANS, SHEETS 6.01-6.02. BURNSIDE RIDGE - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 - - - - - - F 2705.12VG LLJ _ ESTATES NO. 1 0.93% O9 CONSTRUCT MIDBLOCK PEDESTRIAN RAMP WITH DETECTABLE " o I 10 2705.46VG LLI WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL (NOT APART) 2�p4 8 W 8 W -8 W- 2�06 -8 �. _ -8 W- �� 2�05 S. INTERNATIONAL WAY 6 I 07 SPECIFCATIONS STD DWGS SD-712 & SD-712G. TRUNCATED 0 21+00 22+00 23+00 6 0 24+00 LU DOMES FOR ALL PEDESTRIAN RAMPS LOCATED IN THE _ 0.45% 0.45% 0.45% RIGHT-OF-WAY PER ACHD SUPPLEMENTAL SPECIFICATIONS STD - - - - I - - -I - - - - - I - - - W 2704.1 f ME I 2705.40 FG 0 2 006.08 FG DWG SD-712. DOMES SHALL BE RIGID INSERTS, WET SET INTO 14 8"SS� -8" 1 '� 8"SS LLl 8'SS THE CONCRETE, COLORED 'TRAFFIC YELLOW'. a - 10 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL I I � 0.93% 7 � Z O = SPECIFICATIONS STD DWG SD-708. - - - - - - - - - - - - - - - - - - - - - 2705.12BC - - - - - - 2706.06 BC - - - U - 2704.24 BC 2704.46 BC 2704.69 BC 2704.91 BC 2705E .66 BC 2706.28 BC 2705.31 BC 2705.99 BC 14 SAWCUT EXISTING PAVEMENT TO A NEAT EDGE. MINIMUM 2'. BEGIN CURB I II I I I F- O N I I I IMPROVEMENTS U) O Qmr STA: 20+02.45 I I L 2 3 I I o Oo J N I I OFF: 16.50 R F- + Q + ME: 2704.0f zo N 2704.1f ME/SW Q CURVE TABLE /� Z L 2704.2f ME/SW ui Lu l I I CURVE RADIUS LENGTH DELTA TANGENT Q z I I I C8 20.00' 31.42' 90°00' 0" 20.00' o 00 ui cn 0 0 0 C9 20.00' 31.42' 90°00'00" 20.00' o N z N - o CD O (D N 4 I 5 I 6 I 7 I 8 I 9 10 11 1 12 1 13 2, BLOCK 6 J00 N I I I I I I I ■ �■ Y 5.01 o m 0 T N E Y 5.03 a 3 5.02 L S.INTERNATIONAL WAY W 5.04 O J N Z LL0 O 5.05 �J,J �/ N n/ _ 2712 Q C) 5.06 w X Z KEYMAP N.T.S W Z Q 0 J � O W O cn J Ln oy W + Z O N UNO \ Q N N ~ Q N 2708 7� \ N O O O00 a ~ 7 Q^ + O � (n0_ �/ N pOp0 + � NO 0 +.E N W N O Q N a L NO aN 0 N0- 0.45% wN � m < N zcna_ 093% _ _ _ GENERALNOTES _ _ _ 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK z + 7 0 cn0 p.93% - - - - - - - - - - - - - - -� � �- - - �\ - - - - - - - - - - - - - - - - - - - - - - - - OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS a Q QN - - _ - - - - - - - - - - - - - � % - - - - - - - - OTHERWISE SPECIFIED ON PLANS. m Y 3 - - - - - - - - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA y 2704 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. a 3 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m m g 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL mLu �w CONTROL LINE AND CURVE DATA. z v z uj GRAPHIC SCALE IN FEET = I" a N a 0 10 20 40 � � v � a w Q ° � 0 o O rn 0 z co w wLu o o 2700 PROFILE LEGEND z z N _N z Z U a Q - - - - EXISTING GRADE AT ROADWAY � Q Q Q 2 v E cl� 0� U U Y w w PROPOSED GRADE AT ROADWAY SEAL uj ASS\OVAL fN�i c w �\CENSFO 'LFF O � Q Q L N C w � 0 D_ C z m 2696 1994 2/3/2 CD a 20+00 21+00 22+00 23+00 24+00 24+50 �qTf OF O N o F< < ERco gP� N j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 s SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES u' .O A c� 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 4 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below. 1 2 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CBII before you dig PAVING CONSTRUCTION NOTES O1 CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 1.03. CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD / SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 13 O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL 15 14 12 / SPECIFICATIONS STD DWG SD-709. / BLOCK 8 / O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. I 11 O7 ADJUST MANHOLE RIM TO GRADE. / O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE PC / / PLANS, SHEETS 6.01-6.02. A STA: 27+11.79 / 11 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CURB 1 2 3 1.03 OFF: 16.50'L / TC: 2709.59 I / TRANSITION. SEE SHEET 1.03 FOR DETAIL. • / BCR > >'. 8 STA: 28+00.93 CD •. 2707.02 BC k2=LO8.57 BC 2709.54 BC � OFF: 16.50'L- - - - - - - - - - - - - - - - TC: 2708.54 g"W- = 8" 8"\Al- 'q"ut- 8"W y� 6 2709.61 HP I CIO , 2709.09 BC 2708.83 BC U) S. INTERNATIONAL WAY I �� I / LLJ 25+00 0.45% 26+00 27+00 I 2709.69 H > 8„SS - LLJ -8'S< - "SS I g / - �, �� i -4J .. �� 11 y \ Q zI �0 2709.61 H P I \COg t \ 2 _ _ _ _ _ _ _ _ _ _ _ _ _ � 7 �0. . / - - - -2706.51 BC - - - 2706.73 BC 2706.94 BC - - - 2707.82 BC - - - 2709.04 BC �C1 \ '� J •� \ \ \ N\ ~ O - � a O N 2 3 I I STA: 27+11.79 = N Ld OFF: 16.50'R \ �� + z + I TC: 2709.60 2709.49 BC �G�� L'i °N° CURVE TABLE ^ Z BCR STA: 27+98.60 ,` /// CURVE RADIUS LENGTH DELTA TANGENT OFF: 16.50'R / •'. ' / CO // TC: 2709.42 ,, .. /�� // PC 10 136.50' 103.15' 43°17'44" 54.18' o o c00 o . • 0 N 11 103.50' 77.35' 42'49'16" 40.58' o 14 I 15 I 16 I 17 18 ,Q i '.ti CD N BLOCK 6 BLOCK 6 '' w ° °° " s / 5.01 N m I /° " ,• " /�/ O0 CD co O m`0 &INTERNATIONAL WAY .E 2716 2716 5.03 a HIGH POINT ELEV: 2709.69 5.02 N HIGH POINT STA: 27+10.33 LIJ PVI STA: 27+01.63 5.04 O J PVI ELEV: 2709.83 z AD: 3.45% LL N K: 12.00 5.05 w O 41.40' VC T 2712 M 2712 Q 0 M rn r7 E p r7 Il- N (0 V) '^ 006 N 6 N vJ o + o O KEYMAP 5.06 LJJ o� Q N N CV 0 N N O N N = 4- N.T.S rrLLJJ Z � � U QN � � + � � � 000 V Q » m Nm » 0000 + � NO o O m m w w N 0 00 00 O Q N w Q N 3 w 0 H I- .. Q N z (n m O m (n m z + � 0 -1.00� > V) o_ LJJ V _ Itcfl + � � 1.9g%� 0 Z UNO No -6.25% (n 2708 Q N a N +2 45% +6.25% 2708 z \ :2cnn m 0 w (nm a) >_ - - ^^ - -N O I..L n m E - - - - - - - - - - - +0.45% - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - GENERAL NOTES 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 6" PIRR XING OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS a STA: 27+92.78 OTHERWISE SPECIFIED ON PLANS. m Y 0 3 ELEV: 2705.55 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 0 N 2704 2704 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D } } a 3 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. mco o 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m w CONTROL LINE AND CURVE DATA. C7 z Y U a Uj GRAPHIC SCALE IN FEET z: w CO a 0 10 20 40 � � U 0 E � a Q rn o J d 0 z o M wLU O O w N N o 0 2700 2700 PROFILE LEGEND z z° _� z z U a Q - - - - EXISTING GRADE AT ROADWAY rL Q Q Q v E 0Y Q� U U `L w 0- Q PROPOSED GRADE AT ROADWAY SEAL w w o C w � a z 2696 2696 1994 z m 2/3/2 F � 0 00 24+50 25+00 26+00 27+00 28+00 28+40.12 T CTF OF \OF p N DER 6 0 O � '0 S N J s EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 'N .O Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o CL �E UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhan bellow 13 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES < / O4 CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING / ® FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL 8 SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H2". g 1 R TRUNCATED DOMES FOR ALL PEDESTRIAN RAMPS LOCATED IN 1 THE RIGHT-OF-WAY PER ACHD SUPPLEMENTAL SPECIFICATIONS BLOCK 8 vc / o0 0 oc STD DWG SD-712. DOMES SHALL BE RIGID INSERTS, WET SET 1 6"PIRR "� 000000� INTO THE CONCRETE, COLORED 'TRAFFIC YELLOW'. / 1 $ I ` `1'6"PIRR - - - 2707.9f SW/ME O 1 0 000000c O ADJUST WATER VALVE BOX AND COVER TO GRADE. K6 I \ - - - BLOC \ \ 1 I 11 C ® $ PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE SEE\ SHEET 5.07 FOR - - - - - -- - - - - 1.03 PLANS, SHEETS 6.01-6.02. °• - SEEPAGE BED - 09 - - - - - DRAINAGE DETAILS. - - I- - _ - - 10 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL SPECIFICATIONS STD DWG SD-708. ECR ,I. -I � - °• ° • 19 13 12 STA: 14+58.72 PTPC ° g I - - �• 4 �7A l2 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD MATCHLINE SEE SHEET 5.05 - STA: 12+13.11 STA: 11+56.97 1 6"PI F� 1.03 OFF: 18.00'R _ - - ° SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. OFF: 23 48 R F• - - - T .44 o OFF: 26.00 R C. 2709 PC O END CURB / 41 00 ECR PT ° ° STA: 12+95.71 TC: 2707.06 TC: 2707.49 2707.5f BC/ME 13 CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD IMPROVEMENTS _ STA: 13+52.12 C15 c ° . \ 4 N / ° 4 STA: 13+85.71 OFF. 18.00'R OFF: 18.70'R 2707.05LP SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. STA: 15+48.91 ^ ° '^� ° g • ^^ �.5 / 10 : ; ° OFF: 18.00'R TC: 2707.84 TC: 2707.55 2707.83 HP OFF: 18.00'R `v N G / TC: 2707.98 I I 14 SAWCUT EXISTING PAVEMENT TO A NEAT EDGE. MINIMUM 2'. TC: 2712.87 c�2 C14 0.61% � 1 I � � � f 2708.16VG 15 INSTALL CHECK DAMS PER ACHD BMP 30. SIDE SLOPES TO BE 2:1 �\ i 1 12"W 12"W - 4 I MAX. REFER TO SHEET 5.08 FOR DETAILS. \\\ -1 - 12"W - 2708.87VG I 2707.88 BC 2707.78 HP 2""W - -12 W - \\; l ro � I 'I 2+0 C16 11+ 0 16 CONSTRUCT BORROW DITCH WITH SAND WINDOW PER ACHD 13+00 0.50% + U 24 - -I STD DTL 05. REFER TO SHEET 5.08 FOR DETAILS. ° \ 0 15+00 6 14+00 �`� 2707.79 FG 0.50%- 1 - 2707.06LP � m C17 _ _ 2 00% - - - - - - I 2 2707.78 HP I \ 3 19 CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT \ END TAPER BEGIN TAPER U SECTION DETAIL ON SHEET 1.03. a \ W. RABBIS ST ti� I STA: 13+25.96 STA: 12+86.28 N 3- N m OFF: 12.80'L OFF: 19.09'L N m \ 14 \ 20 CONTRACTOR TO DAYLIGHT TO EXISTING GRADE AT 3:1 °Hf Ci MAXIMUM SLOPE. COORDINATE CONSTRUCTION ACCESS AND _ - 2707.55 IF 0.61% 2707.83 HP I 2708.3f BC ME SLOPE LIMITS WITH DEVELOPER AND ADJACENT LAND OWNER. - - ----------------- --- END CURB - - _ 2707.01 LP O IMPROVEMENTS (3l�1 - 23 CONSTRUCT 5' CURB TERMINUS PER ISPWC STD DWG SD-707. mmmm- 40T O STA: 15+48.91 58.8' 48.3' � N I­_ p 50.0' 106.5' N N 23 24 CONSTRUCT 6"VERTICAL CURB WITH NO GUTTER PER ISPWC OFF: 15.00'L BORROW DITCH 20 BORROW DITCH LENGTH � 0 N BORROW DITCH 20 BORROW DITCH LENGTH 20 STD DWG SD-701A. mr TC: 2712.47 15 LENGTH 15 15 J � N LENGTH 15 + < + STAKING TABLE O JNN c0 JNN Q � � r- JNN J co � O r r z N Q 0 7 7 C6 0 0 00m oCriCo O = 0Cor- = 'n __j00 APN: S1226417300 + p - o m e � boo Q m Q; 00 0r- coI� I� a; + N + N N z r, r, ~ (NOT A PART) STA Z C N N N r j C N N o 000 ,0 0 STAKING POINT TCG p- a .. Li- •• m L- r- r- OFF vi L� L� Ld L� m g + N a LLB Q pow a oo � � a 001- zN NN L� O � � m � m z F- m � - CURVE TABLE cn O I- m w Li- 11+75.77 0 vi m < 0 00 m O -5.00 L 2708.04 0 co 16 BORROW DITCH 3.1 16 BORROW DITCH 3.2 16 BORROW DITCH 3.3 16 BORROW DITCH 3.4 N CURVE RADIUS LENGTH DELTA TANGENT co 0 ul VOL REQ: 106 CF VOL REQ: 87 CF VOL REQ: 91 CF VOL REQ: 176 CIF O 11+75.77 2708.04 C12 20.00' 31.23' 89°27'27" 19.81, z s.2 N 5.00 R Q ' co MIN TOP: 2711.53 MIN TOP: 2709.07 MIN TOP: 2708.08 MIN TOP: 2707.08 z U) o MIN BTM: 2709.17 MIN BTM: 2708.16 MIN BTM: 2707.16 MIN BTM: 2706.75 3 10+74.81 270826 C13 20.00' 31.77' 91°01'01" 20.36' o 2 IR: 1.8 IN/HR IR: 1.8 IN/HR IR: 1.8 IN/HR IR: 1.8 IN/HR O 5.00 R co N C14 482.00' 55.46' 6°35'33" 27.76' w o00 N O J. 0 10+74.81 2708.37 C15 500.00' 57.53' 6°35'33" 28.80' Yco -5.00 L NCD C16 5.00' 15.71' 180°00'00" INFINITY' o 0 E C17 5.00' 15.71' 180°00'00" INFINITY' Y O _a d m c 0 L 3 W. HARRIS ST N y 5.01 w JLL N Lij d l0 U O 5.03 2716 2716 T PVI STA: 15+08.65 Co N PVI ELEV: 2710.76 Co ° 5.02 " i . W z K: 20.00 Q N 60.00' VC N 5.04 Q cii LLi cii w 3 00 00 0 J 101� s LEI LEI m m 5.05 L1J 3 xs < W � s 009 J 0 2712 zo 2712 (n z Y KEYMAP 5.06 z o Q z O N.T.S Q ry N - _ CN 0 o - N f� � 0 N ZLO GENERAL NOTES J - _+2 0_0� ? c~i� 0 N N p + 00 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 60 - + 0 o Q Q N OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS � o 0 - - - - - - + r 0 - 0 - 00 + � Q N a_ U) :2 OTHERWISE SPECIFIED ON PLANS. m Y 3 2'009 - - - - - -m �� N Q N o m 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA C7 0 2708 O Um m m - - - - _a N d � o Q N d 2708 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. ~ < N +0 85% LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m - -+0.50%_ - - m N d 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m w LLI 0' - - -0.85% CONTROL LINE AND CURVE DATA. v 0 = w w a - - - - - - - - - - - - - - - - - - - - GRAPHIC SCALE IN FEET 0 U 0 - > - - - - = a - _ - _ 0 10 20 40 a N 0 o z a U z N 0 O _j r C o NORTH > o J z N w o LU N N 2704 2704 ii 0 a 12 STORM XING PROFILE LEGEND z z z STA: 12+14.40 z v = > z o y ELEV: 2703.96 w w w U_ Q - - - - EXISTING GRADE AT ROADWAY Q Q Q 2 v E cl� 0� U U Y w c 2702 2702 0- .. < PROPOSED GRADE AT ROADWAY (L SEAL w 15+48.79 15+00 14+00 13+00 12+00 11+00 10+59.81 ASS\OVAL fN�i c ��CENSFO 'LFF w � � Q 0 L N C w � 0 d z m 1994 2/3/2 CO -� s� �o CD m o T TF OF N o F< < ER '0' N j 3 EXPIRES 10�20�27 CAUTION: NOTICE TO CONTRACTOR s SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O c� 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 14 of 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig STORM DRAIN NOTES • I I 7 w ° CB-4.1 A > ° I \ J I I O1 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. • : STA: 14+11.19 MH-8C OFF: 16.50L O2 INSTALL 18" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 5 RIM: 2702.48 \ STA: 13+24.22 O "• I I OFF: 20.50L > - - - - - - - - - - - /- INV IN: 2699.48 12" S \ I RIM: 2701.84 g I I i O3 INSTALL PERFORATED 12" SDR35 PVC PIPE PER ACHD Q25: 0.51 CFS \ SUMP: 2695.32 I STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG - - - - - I Q100: 0.36 CFS -\� INV IN: 2697.32 18" S z BMP 20. LENGTH AND SLOPE PER PLAN. INV OUT: 2697.32 18" E INSTALL PERFORATED 18" SDR35 PVC PIPE PER ACHD 0 20% S&G-8 I- - - - - - - - - �I STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG / - - - -1 - \ RIM: 2701.73 I I BMP 20. LENGTH AND SLOPE PER PLAN. CB-4.1 B IN INV: 2698.18 W. DRAWBAR DR I 4 LF @ I I 6 16 LF @ - - - - - - - - - - - - - - - - 2703.47 FG L 1 STA: 14+11.19 OUT INV: 2697.33 2 O5 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST VERSION I 0.20% I I 0.00% 100 LF @ SEEPAGE BED 8 8 I OFF: 16.50R W. IN ST IN BAFFLE: 2697.58 2702.07 FG 4 1 00% I OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG - __ - - 3 LF @ 2 - I-I 5 RIM: 2702.48 _ _ _ - - \ OUT BAFFLE: 2698.08 I I I SD-604A. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL _, . 0.20% INV OUT: 2699.41 12" N - - S&G-4 - - - MH-83 I I SPECIFICATIONS STD DWG SD-610A. p �-I - - INV OUT: 2699.31 12 S RIM: 2702.66 STA: 13+43.31 - - - 8 LF @ r- O6 INSTALL 1000G SAND & GREASE TRAP WITH 20" BAFFLE SPACING Q25: 0.51 CFS 2 b IN INV: 2698.55 OFF: 0.00 19 LF @ 0.20% NI PER THE LATEST VERSION OF THE ACHD STORMWATER DESIGN OUT INV: 2697.70 6 4 Q100: 0.36 CFS RIM: 2701.69 g 0.20% 1 0 IN BAFFLE: 2697.95 ° MH-4 SUMP: 2696.22 0 2701.93 FG I I GUIDELINES SECTION 8200 STD DWG BMP 01. ELEVATIONS PER OUT BAFFLE: 2698.45 2702.88 FG ° 2702.68 FG STA: 14+11.19 100 LF @ I PLAN. OFF: 20.50R INV IN: 2698.22 12" S 110' 4 0.00% 11 � I 10 LF @ I - INV OUT: 2698.22 12" E 14 LF @ 7 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION l \ 0.00% 2 I 9 RIM: 2702.54 0.00% 2 - - CB-8.1 A 2703.57 FG I I I OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SUMP: 2696.56 \ STA: 13+64.25 - - - - - - - I SD-627. WELL SHALL BE INSTALLED A MINIMUM 50' FROM THE 45 LF @ 4 1 12 LF @ INV IN: 2699.31 N \ '� 16 LF @ 21 LF @ OFF: 16.50L I I PERIMETER OF THE SEEPAGE BED. WELL TO EXTEND TO A 0.00% 0.00% INV OUT: 2699.21 S 1 \ I 1 0,20% - - �I \ I I INV OUT: 2698.56 W 0.20% 5 RIM: 2701.40 - - - of MINIMUM OF 1 BELOW THE BOTTOM OF THE SAND IN THE INV OUT: 2698.39 12 W I I I SEEPAGE BEDS. PLACE THE WELL IN THE SIDEWALK FOR L I Q25: 0.90 CFS I I PROTECTION WHEN AVAILABLE. THE PIPE LYING IN DRAINAGE 45 LF @ I \ Q100: 1.25 CFS I I I SAND MUST BE WRAPPED IN TYPE I DRAINAGE GEOTEXTILE PER 3 0.00% 16 LF @ I I I ISPWC SECTION 2050. a SEEPAGE BED 4 8 \I� - \ 1 0.20% _ CB-8.1 B I \ MH-8A I I I 8 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION OF THE STA: 13+64.25 I I STA: 13+64.25 I I ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD OFF: 16.50R -� '� I _ \ � OFF: 0.00 G I I DWG BMP 20 WITH ANGULAR 3/4" TO 2" ROCK WITH MIN. 50% \ RIM: 2701.40 5 RIM: 2701.49 d I I FRACTURED FACE. ELEVATIONS PER TABLE ON THIS SHEET. 11 I = \ INV OUT: 2698.39 12" E 9 SUMP: 2696.26 I I INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE Q25: 0.90 CFS FACILITY. CONTRACTOR TO COORDINATE WITH ACHD 2703.97 FG \' 20' 2703.72 FG ��`�'o�'�` INV IN: 2698.36 12 E I Q100: 1.25 CFS - INSPECTION FOR PLACEMENT OF THE MARKERS DURING \ I INV IN: 2698.36 12 W - - - - - - - - - I I IN OUT: 2698.26 12" N \ CONSTRUCTION AND PRIOR TO BACKFILLING. \ O9 mr INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. • 0 0, NORTH I I �- - - - - NORTH 10 INSTALL TYPE I CATCH BASIN PER THE LATEST VERSION FO THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-601. INSTALL z - - - I TYPE III GRATE PER ACHD SUPPLEMENTAL SPECIFICATION STD w DWG SD-610A. a SEEPAGE BED - 4 SCALE: 1 = 20' 2 SEEPAGE BED - 8 SCALE: 1 = 20' o LO oo 11 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION �1, cf) co OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG o o - - - SD-627. a .5 co z U) o \ I O N o c \ \ - I W O W SITE SEEPAGE BED DATALn -1 N S&G-9 I SEEPAGE VOLUME o o RIM: 2707.21 I BED ID BED WIDTH BED LENGTH BED DEPTH PROVIDED FG TOG BOG BOS MAX GW IR o o m IN INV: 2703.80 r - - - - - - - - - - - - - 8 SEEPAGE U OUT INV: 2702.95 6 I 50' / SP-4 20 FT 60 FT 10 FT 4,801 CIF 2702.50 2697.50 2687.50 2686.00 2684.50 1.8 IN/HR o IN BAFFLE: 2703.20 - - 2707.74 FG - - - - OUT BAFFLE: 2703.70 - • • SP-8 20 FT 110 FT 10 FT 8,959 CIF2701.50 2697.00 2687.00 2685.50 2684.00 1.8 IN/HR _ -c - 2707.41 FG a' SP-9 15 FT 50 FT 12 FT 3,544 CIF 2707.00 2702.50 2690.50 2689.00 2687.50 1.8 IN/HR 7 LF @ • .. 2707.18 FG � N N 0.20%• 1 40 LF @ 2707.51 FG 10LF@ Z (n N CB-9.1 B 1 0.00% 0.00% I L Cn J STA: 12+14.40 L OFF: 23.40R I ' - - - _ _ _ _ _ _ _ I7LLJ STORM GRADING NOTES Q o RIM: 2707.05 10 I W. HARRIS ST - - -I- - - _ _ _I Q L J p INV IN: 2703.91 12" S I 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF .EINV OUT: 2703.81 12" N GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE Q25: 0.34 CFS - • - - _ _ BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY w 0 Z o - N Q100: 0.47 CFS - _ 49 LF @ I AND/OR IF IT IS HIGHER THAN ANTICIPATED. W LU Q L 1 0.20% I 2. INFILTRATION SHALL BE TESTED AT THE TIME OF EXCAVATION. (D p ACHD SHALL BE PRESENT AT THE TIME OF TESTING. 3. INFILTRATION RATES SHOWN ON PLAN PER RECOMMENDATIONS 0 Q w r I I IN GEOTECHNICAL REPORT PREPARED BY MATERIALS TESTING & 3 I I INSPECTION (MTI), DATED NOVEMBER 13, 2019. w Z E 4. MAXIMUM GROUNDWATER ELEVATIONS SHOWN FOR FIELD p VERIFICATION ONLY. GROUNDWATER WAS NOT ENCOUNTERED N s CB-9.1 A - - - %� IN TEST PITS REPORTED IN GEOTECHNICAL REPORT PREPARED (� 0. STA: 12+14.40 BY MATERIALS TESTING & INSPECTION (MTI), DATED NOVEMBER Z 0 OFF: 25.22L 13, 2019. RIM: 2707.01 10 5. CONTRACTOR TO COORDINATE WITH ACHD FOR INSTALLATION INV OUT: 2704.01 12" N OF ELECTRONIC DRAINAGE FACILITY MARKERS DURING m Q25: 0.34 CFS CONSTRUCTION AND PRIOR TO BACKFILL. Q100: 0.47 CFS GENERAL NOTES 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 0 NORTH OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS N n OTHERWISE SPECIFIED ON PLANS. a 3 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 3 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. m co W 3 S - �� = LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } W o EEPAGE BED 9 SCALE: 1 20' m o 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL o z Y z o CONTROL LINE AND CURVE DATA. = Q w �w o GRAPHIC SCALE IN FEET o p U p 0 10 20 40 0 Q R _ � o z y W o 0 0 a o a o p o ~ cl) N z o �� W W rn o w Q o ji Q O O N Z Z Z Z_ U z > W W W W`o > J J L� v F � U U Y W N U SEAL U Fu ASS\OVAL Q�oF ENSF� '��� W w o _ a z m 1994 s�2/3/2 0 0 o F< < ERco gP� L � J L EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR o r SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , c m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION o ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING OW Whars below. 15 of 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig STORM GRADING NOTES B 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF NATIVE MATERIAL OR MIN 2' SAND/GREASE TRAP (ISPWC SD-624) OR GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE WIDE ASTM C-33 FILTER SAND w BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY WINDOWS AT LOW POINTS. w z SEDIMENT MANHOLE (ISPWC SD-61 1) A w LENGTH DEPENDENT ON �7_ >- :a 18" DIA. CORRUGATED HOPE IF INSTALLED WITH CHAMBERS/ (TYP ) A INFILTRATION REQUIREMENTS 2' RING & 2. INFILTRATION SHALL BE TESTED AT THE TIME OF EXCAVATION. "Q � OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN EDGE OF TRAVEL WAY w > COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS ACHD SHALL BE PRESENT AT THE TIME OF TESTING. < ISPWC SD-617 AND DRAIN ROCK 3. INFILTRATION RATES SHOWN ON PLAN PER RECOMMENDATIONS TREES & SHRUBS GRAVEL � � (TYP) ARE NOT PERMITTED IN GEOTECHNICAL REPORT PREPARED BY MATERIALS TESTING & SHOULDER '� = 0 OBSERVATION _: ON TOP OF SEEPAGE WELL INSPECTION (MTI), DATED NOVEMBER 13, 2019. n+ °0 0 N BED 4. MAXIMUM GROUNDWATER ELEVATIONS SHOWN FOR FIELD V) ELEV BOTTOM PER F <= EE COVER ELEV BOTTOM BAFFLE NOTES IN TEST PITS REPORTED IN GEOTECHNICAL REPORT PREPARED SEE ( ) SPACING TABLE B BY MATERIALS TESTING & INSPECTION MTI , DATED NOVEMBER BAGKSLDPE, o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5' 18" \\�\i\\i\\\/\�\ GRA55 SEE o 0 0 0 0 o 0 0 0 0 o \i\\i�\\!\i\�\\ 13, 2019. ALLOWED PLAN NOTE 11 D \\/ 0% SLOPE ST 0% SLOPE /\\/.NATIVE\\/\\/ 5. CONTRACTOR TO COORDINATE WITH ACHD FOR INSTALLATION N.T.S. i o 0 0 0 0 0 0 0 0 0 \i SOIL \/ OF ELECTRONIC DRAINAGE FACILITY MARKERS DURING rA PLAN SPACING (SEE TABLE) \�����\\\\ N.T.S. CONSTRUCTION AND PRIOR TO BACKFILL. 3' GRAVEL OR WIDTH, SEE NOTE 5 /\ \/NATIVE \�\\\ \\' 2" WASHED VARIES-SEE 2" WASHED \\ \� o \�\\��\�\\\ \ GENERAL NOTES PAVED SHOULDER SEE NOTE 4 - - \\\�\%,SOIL //\/\\/jj DRAIN RUCK PLAN SHEETS gDRANvROCvK \\\\\/\\/�\��\j\\ EDGE OF DEPTH. VEGETATIOI4 I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK TRAVEL WAY SEE NOTE 5 SEE NOTE 2 II I II 5' OF 18" SOLID tiT. OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS _ ASTM C33 ASTM C33' OTHERWISE SPECIFIED ON PLANS. I- WALL PIPE WITH 1.5-FT 2� FILTER SAND :;:.: FILTER SAND,,',. ,':.; 4" OF 4" PIPE BEDDING 3-FT 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 'SAX 3'•� 5 w NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN _MAX HSGW STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. IIIII E (EXAGGERF MINIMUM OF 1-FT TOP AND BED NON-PERFORATED ELEVATION LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. NATIVE SOIL Illll1J111 v SWP�E SHOP I SIDES ONLY TO PERFORATED PIPE 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL GRAVEL THIS -11�1LI- J CONTROL LINE AND CURVE DATA. SIDE ONLY FLAT SWALE BOTTOM SECTION GRASS ALLOWED NOTES: N.T.S. NATIVE MATERIAL ON BACKSLOPE ONLY SECTION A-A 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. OR S DEPTH OF ASTM C-33 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE Pion-woven r iner vaarIC FILTER SAND WINDOWS N.T.S. a 3° MAX HSGW ELEVATION Property Test Method English 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED 8-FT WIDE SWALE (TYP) 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS Tensile Streilqth (Grab) ASTM 0-4632 10 lbs 2' MIN WIDTH MAY VARY PER SIZING REQUIREMENTS 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM Elongation ASTM D-463 50% 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE Puncture ASTM D-4833 65 lbs �Op I II- I I I-II III I I III IIII II II 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES MIN 3' SEPARATION DITCH F��qR/II�II II II_II III III�I IIIIIIIIII IL=11 9. BED WIDTH SHALL REMAIN CONSTANT Trapezoidal Teaf teen th A Tfy,�l D-4633 60 lbs ANVERTBOVE TO GROUNDWATER/ FS III-111�11�11-II�III-1 10. WATERTIGHT CONNECTION REQUIRED O BEDROCK NDWATIREQUIREQ °FR I Ll= = 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF Q100 VELOCITY THROUGH STRUCTURE > 0.5 FPS UV Resistance ASTM D-4355 70% SECTION A-A MAX GROUNDWATER p�TI� I-I N.T.S. ELEVATION COVER NOTES: Apparent DpenIng SIz FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: AO ASTM - Lid . Sieve SECTION B-B SWALE CHECK DAM 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED Permittivity ASTM 0-4491 1 -50 Serf NOTES:1. BORROW DITCHES SHALL BE DESIGNED TO CONVEY RUNOFF TO A DISCHARGE POINT OR INFILTRATE N.T.S. FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: Water Flow Rate ASTM D 91 120 STDRMWATER. SIZE FOR 100-YEAR DESIGN STORM. 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED ^ z 2. DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 SAND WINDOWS IN INVERT. BACKSLQPE OF PERCENT DIST BETWEEN --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN ui BORROW DITCH MAY HAVE GRASS. SLOPE CHECK DAMS (FT) --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED Woven Fabric LU 3- IF SAND WINDOWS. ARE USED IN LIEU OF CONTINUOUS SAND TRENCH, PROVIDE DRAINAGE CALCULATIONS 1% 100 --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE r0 SHOW INFILTRATION OF 90% VOLUME IN 4$-HOURS IS MET. 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH Property TGSt Method English 0 00 4. 4:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS >_45 MPH, 3-1 MAX SLOPE DF GRAVEL SHOULDER FOR 2% 50 ROADS <45 MPH 3% 33 MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. U0 co ) O N 5. BORROW DITCH WIDTH AND DEPTH VARIES BASED ON SIZING REQUIREMENTS 4% 25 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE Tensiletfe Strength Graf ASTM MinIds ❑ N N 6. CURBING MAY BE REQUIRED >=5%, 10% MAX 20 SUBGRADE (Puncture Strength of BR ASTM D-4833 ar Q '5 00 7. USE INTENDED FOR UNDEVELOPED, RURAL ARTERIALS 4 THE DESIGN E PROFESSIONAL III SOLELY ETHEDEPTHRESPONSIBLE NSIBLEFOUNDATIONRS SSING THE BEARING RESISTANCE OF THE �� � T1�1 - � Min 125 lbs or Min 950 lbs Z U NOTES: Of 2017 BORROW DITCH STANDARD DRAWING 1. CHECK DAMS TO BE CONSTRUCTED OF CLAY SOIL TO MINIMIZE SEEPAGE OR COBBLES FOR CONVEYANCE SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES U Resistance ASTM 355 Min 80 oz cn ACHD STDRMWATER DESIGN SWALES. OTHER MATERIALS MAY BE USED FOR CHECK DAMS WITH ACHD WRITTEN APPROVAL 0 co GUIDELINES DETAIL 05 2. SIDE SLOPES AND CHECK DAMS SHALL COMPLY WITH AASHTO CLEAR ZONE GUIDELINES Apparent Opening Size ASTM 1Q US Ltd [eve Y m a AOS 2017 B I 0 R ETE NTI 0 N SWALE STANDARD DRAWING 2017 SEEPAGE BED WITH STANDARD DRAWING Water Flew Rate ASTM D-4491 Mtn 18 g.pmifO o g ACHD SGURIDELANER DESIGN CHECK DAMS BMP 3� ACHD SGURIDELANES TER DESIGN OPTIONAL CHAMBERS BMP 2� Percent en Area --01 Mj 4�1� o m Y ENCLOSE TOP & SIDES OF ROCK a WITH NON WOVEN GEOTEXTILE FABRIC LEGEND 3 WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 1-FT MIN TYP 6" MIN TYP 18" DIA. HDPE OR PVC z 2 OR 3 BOLT LID WITH 9/16- HEAD AND SAE THREADS, GASKETED PERFORATED PER CV N FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ispWC SECTION 703) ENCLOSE TOP & SIDES OF ROCK SCHEDULE BELOW WITH NON WOVEN FILTER FABRIC O + z Q 3/8" DIA HALES DR SLOTS CUT INTO PIPE AT 3" ON CENTER SEE COVER � TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- NOTES z U) J CONDUCTOR COPPER WIRE, INSULATIQN COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" OPTIONAL STDRMWATER STORAGECHIPS4 a J PIPE. DRILLED WELLS FRAY USE 4" PIPE CHAMBERS, SHAPE & SIZE o O LiJ G NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS,/DRAIN ROCK VARY PER MANUFACTURER a o 1 8" Q I' 3 'R Q POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY 12 Q ��- �° t qp R"•." WOVEN GEOTEXTILE BETWEEN � 0 BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. W _ E i CHIPS AND 2" DRAIN ROCK w -12" DIA. HOPE . • . . USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES w OVERLAP WOVEN AND NON c - ` ..• ..n cn w OR PVC WOVEN GEOTEXTILE A MIN OF _ _ _ _ I PERFORATED w Q Q ' a NOTES: 1-FT ON ALL SIDES `2' WASHED DRAIN L`' 2" WASHED DRAIN w PER SCHEDULE sOf PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR ROCK OR CHIPS> w ROCK OR CHIPS> Q g BELOW SEE LL.I F STORM DRAINAGE FACILITIES w >w NOTE 11 (D �nr'� _+ N.T.S. 2. THIS DETAIL. IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS o o �� 3 ¢ 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD w 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION o Q LLI L `` 1.5-FT 1.5-FT Uj -n W 10 o 1` y �18 �j WIDTH VARIES ASTM C33 - 4_100 - PER PLAN FILTER 5' MAX WIDTH U SAND z 0 W -;!`- ,;Jr - OPTIONAL CHAMBER STANDARD 2 W SECTION SECTION A-A m Ld SECTION CONCRETE COLLAR N.T.S. N.T.S. 0 > N.T.S. BS WELLON #1 WIDTH A5 I 4S. U Ld a e W 4�)� Oh A� 14S i Q ❑ Y N a in m o o e y O. �d (D } } rn m w A A 18" PERF PIPE 12" PERF PIPELU m �w ❑ ? WQ BYPASS SEE NOTE 11 Z U Z y w OBSERVATION PERFORATION SCHEDULE d LU w < a J WELL #2 3/8" PERFORATIONS IN VALLEYS o U 0 = R e o ACROSS STREET OF CORRUGATED PIPE. 5 EA ON o CL WITHIN SIDEWALK U 18", 8 EA ON 12" Z 7 �r.F W O J O o O � a SECTION N Z = wco w N.T.S. i w Q Q 0 � OBSERVATION WELLS: 2 REQUIRED PER BED PLAN Z Z Z Z N.T.S. z I-_ _ > z o N w w w w U_ ❑ REQUIREMENTS FOR FACILITIES IN RIGHT-OF-WAY Q Q Q U C 2 1. BED IS LIMITED TO AREA WITHIN 5-FT OF CURB FACE UNDER ROADWAY; U) U) Y 2017 ACHD REVISION 2017 ACHD REVISION 2. NO GREATER THAN 10-FEET IN DEPTH TO THE BOTTOM OF THE ROCK; C I, 3. MAY NOT EXTEND OUTSIDE OF THE RIGHT-OF-WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT);LU SEAL O STANDARDS � L FOR PUBLICWORKS GROUNDWATER STANDARD DRAWING FORO STANDARDS HPtJB IC WORKS G R 0 U I V DWATER STANDARD DRAWING SS\OVAL EN�i ❑ CONSTRUCTION OBSERVATION WELL SD- 627 CONSTRUCTION BE111ATI0N WELL SD- 27 �oF� �CENSF� '�FF w N (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 ❑ a 2017 SEEPAGE BED WITH STANDARD DRAWING 1994 j ACHD STORDELANER DESIGN 0 PTI 0 NAL CHAMBERS BMP 20 2�3�2 0 -� 11 T 0 ��P�o<) o < < ER gP LO IP 0 N 0 5; 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , in - UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED .O8 g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 1 6 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig C� STREET LIGHTING NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN 16 15 14 13 11 1 0 g 8 7 6 ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE I I 5 4 3 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. I 000 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT �-� ® y HTTPS://CITIZENPROTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE I \ I I I I BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS, AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX 19 \ 20 21 I 22 I 23 24 I 25 LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS \ I I I PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR \ BLOCK 4 SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS \ \ \ DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILTIY BURNSIDE RIDGE F ESTATES RID 7 COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING R7-01R UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 12"x 18" I I (NOT A PART) STA:14+16.74 2 \ \ �. : • — — — — — — — — — — PAVEMENT MARKINGS NOTES 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT 12+00 ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. W. DRAWBAR DR _ LIGHTING AND SIGNAGE NOTES 4 . ' �1 INSTALL TYPE II STREETLIGHT WITH A MINIMUM 25' MOUNTING xxxxx 1 HEIGHT. LED LUMINAIRE FIXTURE TO BE PHILLIPS MODEL NO. STA.13+11.19 I STA.14+16.74 2 I 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR, 54 WATTES PER CITY OF O \ I I R7-01 L I 3 MERIDIAN STANDARDS AND SPECIFICATIONS. f • l 12"X 18" ��d L— .; * � �2 INSTALL PROPOSED SIGN PER MUTCD AND ACHD STD DWG TS-1114, SIGN AND SIZE PER PLANS. INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT THE z BASE PER ACHD STD DWG SD-1132A. ^ - �r: ' BURNSIDE RIDGE 1 2 I I Uj ESTATES NO. 1 I 3 I 4 I 7 ® INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE a EXTENDED IN THE FUTURE" SIGN PER ACHD STD DWG SD-1132B. o LO (NOT A PART) o I co BLOCK 5 co Q CO Of o � N o00 0000 / \• \ 16 2 0 \ I Y � > c I- - O O O c / m N O N o @ � m a d �.r E � Y \ \ \ ° / 3 I . \ \ L \ \ \ \ 5 I 6 I 1 I I I I 6.01 3 \ \ I I I I N Z \ o \ I I I \ 4 / o I I I I I w p J BLOCK 5 > I-EZ N �/^'v v ♦ \ v v \ I $ 9 10 11 12 1 � N v I LIJ \ \ \ xxxxx \ \ O W \ / STA:21+00./45 ° \ \5 I I I I Q Q p T I z Z c \ \ \ D3 1 (2) z KEYMAP W --cL ° \ \ \ 30"X 12" I V Q N \ W14-2A I I N.T.S W U^ LLJ 12+00 13+00 14+00 V / \ � / STA:10+41.50 2 ° 7 / W -1 / / \ \ \ \ / W. IRRIGATOR ST I 'S' \ / / — — — — — — — — — — — — — — — I U p \ xxxxx x - - - l - - - - - - - - - - a / 8 / \ '9� k pO / STA:12+73.91 STA:14+74.11 2 m J \ / BLOCK 6 / \ o° I I I 3 I GENERAL NOTES 0 I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK \ D3-1 (2) OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS / g / 30"x 12" I OTHERWISE SPECIFIED ON PLANS. Y 3 / xxxxx \ \ 16 17 18 1 g I I _> I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of � _ STA:23+26.45 1 \ \ 20 0- STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Il } } L / / \ \ I BLOCK 8 I " LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } 00 o 0 o BURNSIDE RIDGE '9� O 1 / \ �A \ I I 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m w 6 � ESTATES PHASE 4 ,��. x J "1/ / \ p \ I I CONTROL LINE AND CURVE DATA. Y (NOT A PART) �/ / '� O \ \ I I I I o Q w cn c� z z L N y \ I I I GRAPHIC SCALE IN FEET �" = w �� \ I : o o ° � \ \ \ I I o 20 40 80 a UCD \ k \ \ I NORTH cn C) z CD J N � � \ MATCHLINE SEE SHEET 6.02 wco Z = w ° uj / \ \ 1. 12 / Q o Q ° O / \ \ :\ I /z� z z C L .1! ` w w w U- y w O \ f \ \ \ 15 t ° / \ \ / I SEAL w \' / w �SS\0NAL EN�i cD F ti \ \ I: • . Quo cc,ENSF� FF 14 z 1994 Z) \ \ / s 2/3/2 0 O O 8 PLO N R EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , in UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 6.01 w ?c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 17 o f 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig C� STREET LIGHTING NOTES f I I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. ' 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED o- - - I- - - PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT 3 4 I HTTPS://CITIZENPROTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE O I I •, I BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE o AND ASSOCIATED WIRING. , I I I W. 4. STREET LIGHT BASES SHALL BE LOCATED 10 MIN. FROM TREES I l I 5' MIN. FROM FIRE HYDRANTS, AND 2' MIN. FROM WATER METERS.w Q I - - - - '•.'. I 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX ;\ I 1 I LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS \ I I O I PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR o SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS \ I I I I DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. I I \ \ I I I I I I Z I I 2 I'+ 6. CONTACT THE CITY TRANSPORTATION AND UTILTIY \ \ \ I I I I COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING ::r I UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. - - - _ _ _ _ _ _ _ _ _ _ _ _ M - - - - PAVEMENT MARKINGS NOTES 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT 1 00 I • ;':• ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH a \ \ \ ~ '\ - • I 3 I POLICY AND EXISTING PAVEMENT MARKINGS. \ \ \ .• i I 1 xxxxx STA:13+31.22 I LIGHTING AND SIGNAGE NOTES \ roor ; "' - I INSTALL TYPE II STREETLIGHT WITH A MINIMUM 25' MOUNTING / \ / HEIGHT. LED LUMINAIRE FIXTURE TO BE PHILLIPS MODEL NO. i \ ' •, .`� I I 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR, 54 WATTES PER CITY OF O MERIDIAN STANDARDS AND SPECIFICATIONS. \ • \ I I I I I I p 0- I I 4 I. �2 INSTALL PROPOSED SIGN PER MUTCD AND ACHD STD DWG o / \ I ++ t 0 I I BLOCK 8 TS-1114, SIGN AND SIZE PER PLANS. / \ •\ I I �_ I �3 INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT THE BASE PER ACHD STD DWG SD-1132A. z U) I .. ® INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE a \• \ I I I I ,: : I EXTENDED IN THE FUTURE" SIGN PER ACHD STD DWG SD-1132B. o U) 00 ' \ •\ I I I I I �.•: INSTALL BIKE SYMBOL WITH BIKE LANE ARROW PER ACHD STD o N 00 511 DWG TS-1113.04. z : / / / \ \ \ I I I 1 ❑ CD 6 INSTALL 8"WHITE PER ACHD STD DWG TS-1112.03A STRIPE 12. z Ij \ \ \ \ co �7 co INSTALL 24"WHITE PER ACHD STD DWG TS-1112.03B STRIPE 19. J �° o ■ Y.0 \: MATCHLINE SEE SHEET 6.01 J ID • I � � co / o - / \ + I ® INSTALL 8" WHITE PER ACHD STD DWG TS-1112.03A STRIPE 15. No CD N C \ m I N O O III o INSTALL 4" DOUBLE YELLOW PER ACHD STD DWG TS-1112.02 e \ \ \ 15 I 6 STRIPE 7. ic m \ I / 4 c\i \ \ xxxxx / \ \ 1 STA:25+90.08 \ I • • I I : Q \\ 14 / \ \ \ 1 0- Ux �z� 61 O O / �X � W LIJ c m c \ 6.01 \ / / 13 Y E \ \ + \ \ STA:16 21.36 1 15 / \ W � Z c \ \ BLOCK 6 \ i 6.0 W - \\ BLOCK 8 I (D U) 16 12 \ \\ \ xoo \ 1 8 W (� 10 \\ W14-1 R •\ \ + I KEYMAP Z \ \ / 36"x 9" doiS \ / I N.T.S \ 1 7 / D3-1 (2) \ / / 30"X 12" \° \ \ R11 9 asoN � \ 30°X 30° ♦ON34V34` BURNSIDE RIDGE \ \ 18 STA:27+92.61 2 \ 11 1 / m J ESTATES PHASE 4 \\ / \ 24"X318' i o (NOTA PART) \ \ \ R7-9A ® ® R2-1 a� Y ° GENERAL NOTES °o°°°° N °°°°°°°° , . ° \ / 12"X 18" 0�� 7 R7-9A �ti`� 24"X 30' � m P \ _ i 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK \ � _ 12"x 18" STA:10+79.81 2 \ \ \ STA:12+29.29 2 1 0 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS STA:14+78.72 2 p STA:13+35.27 2 _ _ - 5 I' OTHERWISE SPECIFIED ON PLANS. m Y 00 - - - - - 8 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of � 5 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. } 3 \ \ \ 8 6 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m m 0 0 \ \ 1 xxxxx 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m �w STA:28+19.28 _ _ W \ \ 4 _ _ _ �- 12+00 CONTROL LINE AND CURVE DATA. z Y z z \ \ 15+00 14+00 13+00 c� o Q W in w o \ \ I- I I - GRAPHIC SCALE IN FEET c = w `\ \ `\ s _ W. HARRIS St 5 9 8 5 `� , _ I 0 20 40 80 a g \ \ _ o - -► i O Z NORTH o0 IL 0 3 z 0 L STA:1 1+75.77 2 \ w co m o > STA:12+74.87 2 • R4-7 Q Q o ° = ••••• 24"x 30" STA:10+74.81 2 z z z cU/) R7-9A ,��� • • OM1-1 I O 2 > w o N 12"X 18" '>�® • 30"X 30" R4 7 ••• Z W W W LL p o 24"X 30" • • • I Q OM1-1 O Q Q U . C Y w 2 30"X 30" ••• IL W W N U W14-1aR STA:10+64.60 2 SEAL Z) w 36"X 9"LU \� L E o L 30"X 12) CD _ Q�OS � �LENS %FF R1-1 o a 30"X 30" z m 1994 2/3/2 m �TgTF o OF ��P�p F< < ER gP� N 0 0 EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , in UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O^ c� Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED L g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 18 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig GENERAL NOTES — 1 ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK yy /�'.\\\\\\\+,\/'\\\:\•\•�,.s\\\S;/`���\\p�\\\,\\\\�\\+'�\�\\\II:\\\ \'\•\\\F�'\ --II—IIII I 1II I I II II I I IIIIIII I o°�a°o dn°oa°o1o°�1 aaa oo°—( E.X.xx.. PH:III•1•—:-..S.1II S M H.»:-,.2 3_II I..—.•:.•.I I ..:......q. •:.,:..•. I1 I II ,..,;_; 8—:r II III — I JI I I II "I1 Ps IRs RI $ I11 IIII I —�Q—---- --II - - - - I I1I11 I I1 III'1I:1I:''::.•':t:.:-r'•'s:•`•'j••,.I•I I�IIIII III1 I IIIII 1IIIII I III1 II IIII I IIIII�IIII1 IlIII IIIIIIIIIlI III Il III I III IIIIII1I III IIIIII II I II�III III 11 I II II II I o�II 1I 1 "N IIII I I�III IIII 3 mmo m mp omF OF CURB, BACK OF HEADWALL, O R CENT ER OF PIPE U N LE SS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%.a LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. GRAVITY SEWER QUANTITIES:17 16 15 14 13 12 10 8 7 6 I 5 4I3 2 1 1 6"PRR 4 6"IPIRRI , 6"PIRR 8" PVC SEWER: 1 ,820' II 18 19 20 21 22 23 24 25 1 Q°BLOCK 4 6 ' BURNSIDE RIDGE WESTATES NO. 7 PROP. FH 5 (NOT A PART) 0 4 / 8` BLOCK 7 o W 3 W. DRAWBAR DRL IA 03 .2 BURNSIDE RIDGE ESTATES NO. 1 01 (NOT A PART) 2 3 4 7 BLOCK 5 °o V. "■' uZQ}Yiw EOP EO 00 cNN-.a0 zCD wPROP. PH2-SSMH-05 5 o 22 CSBLOCK 86 8 9 w CO 11 12 1 co 4 BLOCK 5 N NEX PH1-SSMH-27 m� 3 0 W. IRRIGATOR ST PROP. FH 25 PRO z ic L 8 w6 — 5I 1 I w SS S 6" 7 11 I I II I1 II j o NNNNNII I 3 0oPo bJ — O0�ASq 2T}F J UJI PROP. PH2-SS PROP. PH2-SSMH_04 4 g c\ BLOCK,6 PROP. PH2-SSMH-03 1 3 ~A � Q \ BLOCK 8 \� PROP. PI -12 08 Lu16 17 18 19 20 0iN / o w o 0� BLOCK 8 5 0 o z_ =JWmU E8� N o P �w1.03— wQ�0 o N, 12 ;)� PROP. PH2-SSMH-06 4-1 -SSMH-07 nW (PROP. Z o�112 \ Z15 03 0� I I zPROP. FH 7 A 13 of BURNSIDE RIDGE 1.03N / PROP. FH ESTATES NO. 4 15 ti 0Q— �� F JWUoQ ,BLOCK/NOT A PART 12 BLOCK 8 g o 16 LU W N z z 9 W U) w GRAPHIC SCALE IN FEETW o o 17 a Z \ 6"PIRR o\ 0\ NORTH PROP. FH I -SSMH-10 o WwZ PROP. PH2Ill 41 — Q>° z zo N- EG 1! X q2w z C)w Ec Ec -- W )I - "J I LL X X _ E — W. HARRIS ST _ -------- 0- U) U) SEAL cn LU APN: S1226417350 APN: S 1226417300 S\OVALB (NOT A PART) 103 (NOT A PART) 103 z 1994 3 2 ca 00 OF p C\j 0 � DER EXPIRES 10/20/27 LT CAUTION: NOTICE TO CONTRACTOR SHEET NO.; (�o N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A, 7.01 i�1 Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below 19 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig C� MATCHLINE SEE SHEET 7.03 WATER CONSTRUCTION NOTES 00 0 0 Ifl INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED °° o° AREAS PER CITY OF MERIDIAN STANDARDS. 21 22 23 24 SEE SHEET 7.03 FOR 00 00 CONSTRUCTION DETAILS °° °°o �2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF I BLOCK 4 I o o°° MERIDIAN STD DWG W1 &W2. 0_ 00w°0` 20' SSWR INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF J J rn J J J J r- � J 0') -1 DOO ° ESMT MERIDIAN STD DWG W3 &W4. O O O o O O J 00L O .J OL DLO Ln NO r\ LO �j � -J � In OO I o 0 - r� Ij r7 00 O r * o O 25 o°o o°o. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & + � + � + r7 N N � r7L rO � r700 rqn r+ L + � 000 00- O� W9. LL LL L L LL LL LL M LL LL 0 0 0 0- J Q I I I I o°oc oo o 0 o a 0 o k o a o INSTALL BLOW OFF ASSEMBLY PER CITY OF MERIDIAN STD DWG ~ 1-- 1-- ~cn m o m U) n cn cn n o C/) 0 cn � O W13.o 8 18 3 8 8 21 2 4 2 8 + N 10 � o ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. Q L LL- c~n O 7 10 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO 11 o MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO T MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 9 LF OF / 18 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. 226" PVC ml _ _ _ 8 21 INSTALL 8" X 8"X 6" TEE. v 8 W 8 42 LF OF 8 W 8 W BURNSIDE RIDGE 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED 12+00 8" PVC 1 13+00 W. DRAWBAR DR o 14+00 1 139 LF OF ESTATES NO. 7 AREAS PER CITY OF MERIDIAN STANDARDS. 8 PVC O - - - � - - - - I- - - I - � - �- - -°� (NOT APART) I � a 8"SS I _8"SS - a JJ SEWER CONSTRUCTION NOTES PH1-SSMH 23 O5 SEWER MAIN/STORM DRAIN CROSSING. D D D �� T STA: 14+46.19, 6.00R BURNSIDE RIDGE f a I RIM: 2702.61 O7 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY ESTATES NO. 1 d 4 7 INV IN: 2688.25 (S) OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS INSTALLED WITH O (NOT APART) - ' \ I INV IN: 2688.25 (W) BURNSIDE RIDGE NO. 1. 5 I INV OUT: 2688.15 (N) rn I I ® 4" SANITARY SEWER SERVICE INSTALLED WITH BURNSIDE RIDGE mr i I o I I I NO. 1 PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. I3 8 2 8 Q o I I Ui 1 0�- IUj N I � � cn I I c 0 O I CV Ln O I cfl co � I L LO O o c�° 0< o co \ i N N rO cn co N r7 M I I o` , < o d a r� � I .UOC 0 N W Q z �O O c 20' SSWR oQ LL 10 0(-U) O V) � O � °,00 ESMT o 0 N 2 CD SEE SHEET 5.07 FOR SEEPAGE I I } j I ' ' `°BED 01 DRAINAGE DETAILS 2 3 GENERAL UTILITY NOTES ■ BLOCK 5 I I I N MATCHLINE SEE SHEET 7.03 AUTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. o m a 27os W. DRAWBAR DR 2708 7.02 7.03 3 muis _ Z -00 7.05 O J 00 00 LO z LL a ~0 CO N N 00 co 00 06 00 7.04 � It (.0 c = c) (0 0 c . 0c) co L L, O U) N N 2704 > N z z O 2704 7.06 Q Q � Y = O LL - z > > dUCn00 - Z Z (� Qx z o �/ - - - - - - - - 7.07 W 7 Q N L 0 - - - - - - - - - - - - - - - - - - (D J 3 W > KEYMAP 7.08 E o N O O N.T.S Lij 2700 2700 z J c 12" SD XING - STA:14+11.19 m ELEV:2699.45 GENERAL NOTES o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS a OTHERWISE SPECIFIED ON PLANS. m Y 0 3 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U c/) STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. ~ 0 3 2696 2696 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m m 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m LU LU J CONTROL LINE AND CURVE DATA. z Y z o Q ILL! U) a o GRAPHIC SCALE IN FEET = o o = R Q 0 10 20 40 ao o o O z QCD a = w NORTH o0 a o o0 z N z o �� w LU o w � N N > II II o 2692 2692 PROFILE LEGEND z z U) z v = > z - N a a - - - - EXISTING GRADE AT ROADWAY GL w LU LU v F � U U Y W � a_ L7 L7 PROPOSED GRADE AT ROADWAY SEAL N U c ASS\OVAL ENG �oF CENSF��'��� w 363 LF OF 8" PVC Q 0r @ 0.40% w o a z 1994 2688 2688 2/3/2 m T�9TF OF ��P�p 0 o F< < ER gP� L o J L EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR 2686 2686 SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , c m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O^ c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 1 1+70.22 12+00 13+00 14+00 14+75 L ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION o ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 20 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig SEWER CONSTRUCTION NOTES INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER CITY OF MERIDIAN STANDARDS. — — — — — — — — — — — — — — — — — — — 4 SEWER MAIN/PRESSURE IRRIGATION CROSSING. e SEE SHEET 5.07 FOR I � \ LU SEEPAGE BED — 01 I I I I \ LU DRAINAGE DETAILS � � I I 25 ILL I (r, LU 7 Lh 0 7 I \ I BLOCK 4 . 1 LU o I U) BLOCK 5 I - - --- - --- - --- - - - - f � � I ` LU coo - - - - - - z 4 I I — - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - — � 00000o I 900 " o000000000000000000000000000000000000000000 0 *�) Uoo'000 . C1000000 (l 0 + • � �000000000000000000000000000000000000000c�000 00ooc cP P c o00 O 8' 5S�-e- � Q 8 SS o 0o N 00000000 0000000000 00000 00000c 8 SS 8 SS 8 SS N "SS 'iSS cn nn o 0000000000000c�w o00000000 0000 328 LF OF v� co �000 00o cw w 0000000000000000000000000000000000000 000000 00040.0'0.0,0"C�� >, 1 0 0 000000000000000000000000000000000000000 0000000 0000c 8 PVC N ap N o000000000000000 0000000 00000 PH1—SSMH-23 w I PH2—SSMH-02 STA: 13+41.56, 0.00 O 00 STA: 16+69.31, 0.00 Q RIM: 2705.37 RIM: 2702.61� I •:� I INV IN: 2688.25 (S) c INV IN: 2693.16 (E)INV IN: 2693.16 (W) INV IN: 2688.25 (W) a � INV OUT: 2688.15 (N) INV OUT: 2693.06 (N) 00 8 I BLOCK 5 BURNSIDE RIDGE ESTATES NO. 7 O (NOT A PART) 00 I I U Z CD Q SSWR ALIGNMENT GENERAL UTILITY NOTES �o 00 00 UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. U) N Q r-- ZL ❑ N N _ Z Q '5 W - Z U) 0o Of O CD 00 O EO ` r c O O 2708 W O 00 2708 N M m O M ~ M M Cfl J cep O o O P') d-) O N � O N N Y o 7.02 7.03 Cn W N Z Z 0 oN oo .cn _ = oFlL — m o w o w z Z Z Y 00 T 00 00 LO 7.05 2 M CO CV N r N 00 00 00 co 00 CNCN N 7.04 N L — c') LU Z Z 0LIJ U 2704 — _ — — — — — _ >O < > > > 2704 7.06 O J - - - � LL ow0Lzzz z LLI N N > U) C) N - - - - - - - 7.07 Lu O rno E 6" PIRR XING 7.08 C6 z 8"WTR XING STA:15+11.11 KEYMAP LU Q STA:16+53.31 w N.T.S w Z — ELEV:2700.58 0 ELEV:2700.44 >O Q U 2700 2700 3 J W 3 c W 8" WTR XING 4-1 STA:13+25.56 U) ELEV:2697.83 z J U C of0 U N � r m c0 Q Z 0 2696 GENERAL NOTES 2696 , N N Q °� Q 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK w OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS � a OTHERWISE SPECIFIED ON PLANS.C'i m � ❑ 3 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of C/) STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D } } 0 3 0 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } 00 0 ° O 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m w c Q CONTROL LINE AND CURVE DATA. o U Q w U) w o w GRAPHIC SCALE IN FEET = o v o = n 2692 2692 0 10 20 40 z a O o aCD Z y O� O Q J_ O zo 328 LF OF 0 = o w 8 PVC @ 1.47/ co g rn o w uJ N N ° ` PROFILE LEGEND z z o cUn INSTALLED WITH > w o N BURNSIDE RIDGE NO. 1 Z w w w a- < — — — — EXISTING GRADE AT ROADWAY Q Q ~ 2688 2688 .. Q PROPOSED GRADE AT ROADWAY SEAL N U w LU *\ONAN OC/OFF LU ❑ a z 2686 2686 1994 OE mZ a 2/3/2 CO -� o N 16+75 16+00 15+00 14+00 13+00 12+00 11+75 �TgTF 0 \�P� c O 0 o F� 4 E j EXPIRES 10�20�27 3 CAUTION: NOTICE TO CONTRACTOR � r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A,c� .O Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 21 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig WATER CONSTRUCTION NOTES I � / / ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED 4 / AREAS PER CITY OF MERIDIAN STANDARDS. 1 1 2 1 1 I1 5 1 6 I 7 ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF 5.07 FOR SEEPAGE BLOCK 8 1 1 1 SEE SHEET BED - 03 DRAINAGE DETAILS 1 1 MERIDIAN STD DWG W3 &W4. N J N Ln Li \ I LO N N J N co J co 0 o J J 1 r ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & cp 0 N 0 N 0 " cC) N N N " N O Z N j� r0 - N 6J MJ r7Ln 00J � 00 0 - 1 ' J r" v7 �n 00 r70 � J WPMcflJ / W9. 000 00 r7M O0 � � � 0o I c000 00 � � �rj � � 006 o - mN � r7 � � N + o N + 17 + + + + + + + + + + + + N N ro o I r7 0 n � � ,n Ln in ,n L 5 INSTALL 8 X 8 X 8 TEE. It It ao O o O I- LL Ii I___ Li- � LL LL I- LL I- LL INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. n o o El n n LO 7 2 3 2 5 11 I 11 2 3 2 12 2 6 3 I 2 /_ (0 8 Q L ❑7 INSTALL BLOW OFF ASSEMBLY PER CITY OF MERIDIAN STD DWG 1 / V) O W 13. LO/ 2 1 S' N El INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. , J 1 + N ❑9 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER + - PLAN. 10 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. / 11 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO BO ! 8"W 821i ! ! ! 8"W ! ! ! / MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 132 LF OF 6 209 LF OF � BURNSIDE RIDGE 12+0 8" PV ET 13+00 6 S. PIVOT PL 14+00 8" PVC 1 15+00 12 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN ESTATES NO. 7 4 - - - - • - - - I- - I - - - 1,3 I • 1.5' OF SEPARATION PER IDEQ STANDARDS. (NOT A PART) C° �O •� 20 INSTALL 8"X 6" REDUCER. 8 SS 8 SS ! ! SS SS 8 SS ! ❑ 137 LF OF 9 O 5 STA: 13+64.25 1 191 LF OF Q 1 8 PVC �lol 0 �° OFF: 6.00 R 8 PVC 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED 00 Q� + PH2-SSMH-04 Oo o AREAS PER CITY OF MERIDIAN STANDARDS. - - PH2-SSMH-05 - - - - - \ o STA: ???, �����? - - - - - - - - -� \ • I 9 STA: 11+96.41, 6.00R + `� 1 RIM: 2701.66 SEWER CONSTRUCTION NOTES 3 M 3 INV IN: 2694.79 (S) RIM: OUT: 2 8 O ! 1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER INV OUT: 2695.61 (S) _ _ _ _ _ Q INV IN: 2694.79 (N) - - - - - - - - - - - 37 LF OF O CITY OF MERIDIAN STANDARDS. c~n INV OUT: 2694.69 (W) 4 \ 1 �6 O 13 8" PVC 00 2 2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPER PER - - - - - - MATCHLINE SEE SHEET 7.05 I - - � o PH2-SSMH-06 / LO O CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY I 0 STA: 15+26.09 1.66R It OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. • j I `�° RIM: 2703.34 3 85 LF OF 1 20 / 00 ZJ N Q �O INV IN: 2696.80 (SW) \ 8 PVC 17 LF OF � O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF ^ b j I I INV OUT: 2696.70 (N) 226" PVC - N THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �\ ? Ncli 1 PH2-SSMH-07 8 / \ 0 ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. a o' STA: 15+62.61, 16.48R - L, I I RIM: 2703.84 3 / ° 00 o INV OUT: 2697.17 (NE) \ / 4 O5 SEWER MAIN/STORM DRAIN CROSSING. a o i GENERAL UTILITY NOTES Q 00 ° I 20 1 10 �j UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. o + \ } M 1 I I 1 W CO u � ELL J � O N - co I I I N O/ 7.02 7.03 0 0 N 04 S S. PIVOT PL Y 0 T 7.05 ic 3 7.04 N W N 2708 w 2708 7.06 O J z Z LL Soo 00 �LL, O Fm CDr` 7.07 0o r` o Q0 0 � � � Nc ao O C° + obo _ cq Y'm �2 HW -� _ _ _ _ _ - - - - - - - - - - - - -=�= � zzz - - - - - - - - - - - _ _ = N - a) - - - _ n LuN_ - V V= 7.08� O O Z WQ - r�qo � � > Wo co nwc KEYMAP = � N 0 cv > LL C N.T.S W Z� � 000 -� 0 ~ LL > 4 OOON It � a- U Cn OQZ Z rv� � I.(s O � 2704 � J - 2704 CN _ - - - - - - - - - - - - - -O LL > + O ON N � UdUn0 ? r` - - - LJJ COW � OZ N _ Z � , 2 > > >o W 0- Un0E zQCCG \ - - - - - _ - - - - - - Z J o' w 0 V) O NU m E U w o 2700 ;� > N 0 270o GENERAL NOTES 6" PIRR XING 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK STA:14+83.99 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 3: ELEV:2699.55 z OTHERWISE SPECIFIED ON PLANS. Y N3 6" PIRR XING 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of C/) _ STA:11+75.60 10 Q STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. O } ao 3 Il ELEV:2699.10 12 SD XING nj Q LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 00 co o z STA:13+64.25 CD O ELEV:2698.36 w o 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL z ui 8"WATER XING z � LnLLI STA:13+17.90 F VC 1 0 0 Q w O Q 7 LF OF 8' P @ CONTROL LINE AND CURVE DATA. Y N ELEV:2697.46 � Q N Q N o U ww 0 GRAPHIC SCALE IN FEET = a bi 2696 N 1g1 LF OF 8" PVC @ 1.00% 2696 0 10 20 40 1: o z a CD 137 LF OF 8" PVC @ 0.60/o o o 0 0 4 z 0 O Z N W ° co 0 O W W N N ° ` PROFILE LEGEND z z O N Z U (n [L U LL - - - - EXISTING GRADE AT ROADWAY w w a- 0 U U Q 2692 2692 PROPOSED GRADE AT ROADWAY CL SEAL NC/) UJ W FOSS\OVAL QUO ENSF� w a z 2690 2690 1994 z Z) a 2/3/2 CO o N 11+72.60 12+00 13+00 14+00 15+00 16+00 11 OF O 0 o F� � ER 8F� j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 � r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A, 7.04 c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 22 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig C� WATER CONSTRUCTION NOTES SEE SHEET 7.03 FOR I cNn �1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED CONSTRUCTION INFORMATION I AREAS PER CITY OF MERIDIAN STANDARDS. 0 I I I I I 7 I c o` 8 I 9 I 10 I 1 1 I 12 I �2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF BLOCK 5 BLOCK 5 MERIDIAN STD DWG W1 &W2. o I I 000 � o " © INSTA LL 1" SERVICE LINE WITH H DUAL 3/4" METER PER CITY OFN Lq "O "O - r7 "OPO N "O N "OZO I � O � O to Ld 0) • rl: .J W LO � LO cf p of p ai .J CV 0 jJ L(j 0 MERIDIAN STD DWG W3 &W4. o0o0N r (D O o � O 00� I vi + �o + + + + + + + 0 + + o + INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 &o M - fro = (0O U + L W9.� 0 0 i i 0 0 Q 0 0 QO QO 0 QO QO co 1-- LL I- I- I- I- I- INSTALL 8„ GATE VALVE PER CITY OF MERIDIAN STD DWG W11.cn n O n n n cn cn O n n O n o 9 I o 10 2 2 2 3 2 21 4 2 3 2 LL I � J Q 0 0000 00 c ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. co p � I 0 000 I (n 6 � � I (.04 0 J 2 . I o` o00 I I I I �9 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER o w o` o o PLAN. o m O a? I 0' o 0 LL-Q o + o — I— —I I I I 10 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO N Nj LPL \ i MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. 2 N Q O (n O cn \ I o0 LF OF ti 21 INSTALL 8"X 8"X 6" TEE. g �- — — — — — — — — — — — — — — — — — — 22 PVC — — — — — — — — — F- \ / 56 LF OF 1 8 W 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED 8" PVC I I I I ! '> I AREAS PER CITY OF MERIDIAN STANDARDS. 8 W 8 8 W 8 W 8 8 W 8 W = / 0 234 LF OF o 1 176 SVFOF SEWER CONSTRUCTION NOTES 0W. IRRIGATOR ST 12+00 1 8" PVC 13+00 W. IRRIGATOR ST 14+0 8 P w ;, \ �1kO0 — � ■ °� ~ (w 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER 8"SS ! 81'SSL 8"SS 8"SS I "SS I 8"SS 8"SS W O CITY OF MERIDIAN STANDARDS. moo, $ 382 LF OF 382 LF OF 58 LF OF a \ / 8 PVC 8 1 15�-0° 1 8" PVC � " PVC z— O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPER PER I / = CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY • / — — — — — — — — — — rtY — — — — — — — — — — — — — — — — V OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. • SS 70 LF OF • • • Q, O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF �l ■ , 1 • •• • 8" PVC P THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �, , — - - - - - - - - - - - - - - - - - - - - - — - - - - - ^- I I I 00 PH2-SSMH-02 cn PH2-SSMH-03 STA: ???, ?????? \ STA: ???, ?????? 3 RIM: 2705.37 2 3 2 2 3 2 2 2 3 RIM: 2705.92 INV IN: 2693.16 (E) - - / co Ui •,�O �•• p6, I INV OUT: 2696.68 (E) INV I N: 2693.16 (W) 0' O' 0' 0' c' o 0' c' M 0 I� o -; o No � o � � o ff; o 00 INV OUT: 2693.06 (N) + '� + '� + � + ' + � + �a + + -14 N 't 0 co� OO o LL LL Q LL Q LL Q LL Q LL Q LL Q I ❑ N • 0 d \ ' '� F- LL GENERAL UTILITY NOTES Z - (n0 (n0 (n0 (n0 NO (n0 NO (n0 Q o '•\ 15 16 17 18 19 20 �i UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. N \ W\ I BLOCK 8 I I BLOCK 8 I I I co BLOCK • a \ I I I I I I I J0 o ■ Y co a \ a I ••• U) 7.02 7.03 \•• \ \ \ I I I I I I • I I N o 0 O m a Y W. IRRIGATOR ST o T w 7.05 ic 0000 z 3 (0 w 7.04 00 N � � Co No oo 01 poo rn �` o (0 27082708 aoT LonI. _oPI- r` LIJ 7.06 OCV J U) r o r` a (nWQ W � r�` C) rn— c0Y Nc—o 04 0 N LoNo C0 N > + dON I- LL So o LL 0- Un0 W � ZO 7.07 O 20 � 2 > > o m0w0E — Z Q 0 E _ E Z KEYMAP 7 08 W °� Z N 00 t - 00 00 m N.T.S w Z 00 rnrn � - - - - - - o J 3 2704 - - - - - - - - - - - - - - - - c5 0 0 � 0) m N w t - - - - O O N N — — — — — — — — — — — — — — — — — — — — — — — — — — _ a 3 — - - - - - - - - - - - - - - U) W NZ Z — — — — — — — 2 O H LL LL � » > yj Z Z 4-1 U) Z J U C f0 U N 0_ U OCID E GENERAL NOTES o 2700 2700 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 3 a OTHERWISE SPECIFIED ON PLANS. m ❑ 3 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of ct) a STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D } } 00 3 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } 00 0 M 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m o W J CONTROL LINE AND CURVE DATA. z Y z 0 C� Q w in Uj o GRAPHIC SCALE IN FEET = o v o Q R 0 10 20 40 a 2696 2696 00 a (n Q< O t FOF NORTH -j o0 � o $"A 0) Z ��LU @ 4 N Soo 0 382 LF OF 8 PVC @ Q co ui rn o o " o.4o�ia PROFILE LEGEND z z N N o N Q Z U LL — — — — EXISTING GRADE AT ROADWAY � w w a- 0 U U H = 2692 269; PROPOSED GRADE AT ROADWAY SEAL Ncl) UJ w FOSS\OVAL QUO ENSF� w a `') 1994 2690 2690 2/3/2 � °o m o o N 10+45 11+00 12+00 13+00 14+00 15+00 �qTOFM O 0 0 DER 8 j EXPIRES 10�20�27 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , in UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O ?c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 23 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig WATER CONSTRUCTION NOTES INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED \ / j AREAS PER CITY OF MERIDIAN STANDARDS. INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF ct) / MERIDIAN STD DWG W3 &W4. 4 INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & Q >. / \ \ ctDI INSTALL 8" X 8" X 8" TEE. ro \ 5 I INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. J \ o o 00+ O BLOCK 5 \ \ I co ° ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. I 0 o N "Pir- oI d . ° ° OO Q PH1-SSMH-27 - - - - - - - - MAT HLINE SEE SHEET 7.0518 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. °° o cn o STA: 21+00.03, 6.00R C 0 0 18 RIM: 2704.42 7 21 INSTALL 8" X 8" X 6" TEE. 0 o STA: 22+81.07 - o 0 o a - INV IN: 2693.36 (SE) - - - - 4 .• . � - I I °. ��JINV OUT: 2693.26 (NW) OFF: 18.50 L � . � . • � STA: 22+81.07 58 LF 0 0 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED OFF: 10.00'LE21 226"LPVCF 1 8" PVC AREAS PER CITY OF MERIDIAN STANDARDS. BURNSIDE RIDGE - - - - - - - - - - - - - - - - - - - - - - - - - - - � 8 - - - - - - - - - - ESTATES NO. 1 L�j6 w SEWER CONSTRUCTION NOTES (NOT APART) 8W 8W 8W 8W 8W 8W 8W 8W 8 = 279 LF OF 35 LF OF 338 LF OF 0 21 00 8" PVC 1 22+00 8" PVC 1 23+00 0 8" PVC 1 0 24+00 S. INTERNATIONAL WAY LLI O INSTALL 8" PVC SDR35 SEWER L CITY OF MERIDIAN STANDARDS.INE. 3' MINIMUM COVER PER - I - - -I - - - - - 9180.0° - I - - - - W O Q0 W O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPER PER > ! 8 SS ! 8 8 SS ! 8 S ! SS 8 SS ! LLI CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY a 1 232 LF OF STA: 23+15.62 5 1 380 LF OF Z OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 8 L PVC OFF: 10.00 8 PVC J 2 (DINSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF C) THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ° Q O7 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS INSTALLED WITH 1 I I I I I I I I I BURNSIDE RIDGE NO. 1. O I ® 4" SANITARY SEWER SERVICE INSTALLED WITH BURNSIDE RIDGE NO. 1 PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 PH2-SSMH-08 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. STA: 23+31.62, 6.00R g 3 g 2 3 2 2 3 2 RIM: 2705.67 3 2 3 2 2 3 GENERAL UTILITY NOTES z Ln ,n � Ln Ln ,n � Ln Ln ,n � Ln INV IN: 2696.47 (SE) C6 Lq �N `Nn � `Nq0� r+noINV OUT: 2696.37 W) � I � 00rn Ln "0 00rn � "O N rn � O � � `n Ln N o fo N r I- N r + 0 r 0 � ro �i UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. + � + + L + + o + + � + 10 + � + 10 + L + + P ca O � O O � N N N � N .. � LL- IA LL co P- Q z co O o co O LL O Q o �LL LL L LL L L � z �U) o � U) o cn o cn o (n o � cn o � cn o (� O 13 4 5 6 7 8 9 10 11 12 13 0 CD Ui I I I I I I I I I I owCOBLOCK 6o BLOCK 6 P-1 7.02 7.03 CN a E Y 0 T 7.05 0 3 7.04 S.INTERNATIONAL WAY W 7.06 O J wz Z LL N � � U O N ao > 007.07 W C Cco N 2708 =Z cfl - 0� C N 2708 ° 00 CO (� O Lf� CON+ O o Ch = o 00 N ° c Np 7.08 06 > W KEYMAPN � O N o � � 0 :» LLJ Z -m a- U00 E N.T.S z ct) Qoo � N - � L.L _ � J (n W N O CN O Q 3 2 0 � LL � > > Lu 0 d 0 0 0 E z z - - - - - - - - - - - - - - - - - - - - - - - - - - G- - - - - �� - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W 0 - - - - - - - - - - - - - - - - 0 2704 2704 J Z c a m E GENERAL NOTES 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS a OTHERWISE SPECIFIED ON PLANS. m Y 0 3 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U W _ 2700 2700 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. 0 3 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m m CD 0 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m LU J CONTROL LINE AND CURVE DATA. z Y z o Q w U) U) o GRAPHIC SCALE IN FEET = o 0 o Q R 0 10 20 40 a o a CD a LF OF 8„ p�/C @ 1.30% ��� CD rn a o 380 \� o z - N uJ oCIO g w o w 2696 N N 0 > 2696 PROFILE LEGEND z z O o N W z v = > o N $ p ° LL 232 LF OF vC @ 1 3 - - - - EXISTING GRADE AT ROADWAY § U U INSTALLED WITH 0 Y W BURNSIDE RIDGE NO. 1 o w cn cn PROPOSED GRADE AT ROADWAY (L SEAL N U U Fu ASS\OVAL Eiy�/ Q�oF CENSF� '��� w o _ a z 2692 2692 19 9 4 z s�2/3/2 0 00 CO a o a 20+02.45 21+00 22+00 23+00 24+00 24+52.45 qTF OF \OPT O 0 o F< < ERco gP� L J L EXPIRES 10/20/27 o j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , c m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o aicUTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 24 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig WATER CONSTRUCTION NOTES �1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. 13 I �2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF 14 I I BLOCK 8 I 12 / MERIDIAN STD DWG W1 &W2. r o 00 o 00 o 00 o 00 �j o N �3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF / ,n of Ln r�i 0 Lo r6 J (.6 Lo _j MERIDIAN STD DWG W3 &W4. / N Ln Ln Ln 0 00 J N O+ + M o+ + rr i + � + � N Lo � `n cfl cfl cow co � coao o w + Lo M4 o ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & � � NLI_ N � N � N � N � N � m � 0 + � 00 WQ. I QO QO QO QOQLL QO N - r,- � 4J I- I- I- LL_ I- I in N LL Ln � cn cn cn cn cn 0 cn N < � Q O + �? r © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. / 2 2 21 1 2 4 2 I Ncn0 N N � (0o 9 2 Q L + � INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. cn 0 N -t 0 3 � LL_ rn N / �9 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER cn0 ro 0c�jJ / / PLAN. I 2 N W + 00 Q Ld LO / 12 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN (. cn O N 1.5' OF SEPARATION PER IDEQ STANDARDS. 0 229„LF OF 12 Q ti PVC N'ni(n O INSTALL 8"X 8"X 6" TEE. 22 INSTALL 6 PVC C900 WATER LINE. 4 MIN COVER IN PAVED w / 8 W = 8 W 8 8 W ! 8 W ! \ / AREAS PER CITY OF MERIDIAN STANDARDS. (n 338 LF OF 71 LF OF 1 ! 74 LF OF w 25+00 8" PVC 1 26+00 i Pvc 27+00 1 8" PVC SEWER CONSTRUCTION NOTES � S. INTERNATIONAL WAY 8 SS z S 8 SS ! SS ! 8 SS 8 80 LF OF 8'S /� I \ — J • O1 INSTALL 8 PVC SDR35 SEWER LINE. 3, MINIMUM COVER PER 1 S CITY OF MERIDIAN STANDARDS. a J 8„ PVC \ •' • >' _ O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPER PER _ — — — U 1 37 LF OF / CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY 8 PVC OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. • Q 62 L 0� NII/ - • °• ' ' •�° � � � � � � '� • t 8" PVC �x O ��• O INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF _ THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. O WTm L__j L__j L__j L__j L__j 2 3 / � U �2 �2 r- r2 PH2-SSMH-10 �`Z`� /j Ui LO I Lq Df Lq o I L Lq o I � STA: 27+79.31, 9.81 R 3 // i LU a 00 � 0 0Ln rn0 oln -t0 RIM: 2709.12 I Lq I Lq r r'i I Ln N � I Lq 1 / / / 0 L0 + r� + r7 INV OUT: 2702.32 (NW) / ° / / ° N N � N � N LL_ N � N LL_ C 4 I / / ¢ o Q Q Q Ln o Q Q o GENERAL UTILITY NOTES ❑ co Z coo cn0 cn0 coo ° > / / Z U) 14 15 16 17 PH2-SSMH-09 18 / •,• / /// UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. N I I I I STA: 27+11.79, 6.00R / • • W o 00 I BLOCK 6 RIM: 2709.56 3 / // Yco 0/ • . . INV IN: 2701.51 (SE) 7 02 7.03 INV OUT: 2701.41 (NW) /// o o m // i c / a 0 • / /// 7.05 0 3 7.04 t S.INTERNATIONAL WAY W 7.06 J wz ZLL 00 z 7.07 W OO 00 00 Fm rn Q L.f_ 2712 0 - t- M 2712 0 o = L!) 0' Lo O N O N Y ~ 0 ~+ 0 O N I— ) O U) Z D ± - 0N 7.08 VV( o KEYMAP o LU Q t 20 ~ W � Z Z (nL1JN � NO W Z 0 [L0w0E _ = �0 � � > N.T.S Q o_ Uc� O � ? 3 � J � 0 W 3 c W0 0 Q 1 U O 2708 2708 U) J - - - - - - - - - _ _ - - m - - - - - - - - - - - - - - - - - - - - - - - - - GENERAL NOTES 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 3 a OTHERWISE SPECIFIED ON PLANS. m ❑ 3 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of ct) = s 2704 2704 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D I-_ } 0 3 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } 000 CD M 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m o w J CONTROL LINE AND CURVE DATA. z Y Z 0 C� Q w in LLJ 0 ° GRAPHIC SCALE IN FEET = o v o 62 LF OF 8" PVC @ 1.30 0 10 20 40 0 0 0 z a rn o N U 0 J \ J O o `O O Z MW ° W O O uJ N N & 2700 270o° zo PROFILE LEGEND U [L ° z 1.30% Z U LL " OF 8" o 380 LF PVC — — — — EXISTING GRADE AT ROADWAY � w w 0 U U N.. Q PROPOSED GRADE AT ROADWAY (L SEAL cl) w LU *\ONAN OC/OFF w ❑ a z OE m 2696 2696 1994 Z Z) a 2/3/2 CO -� o N 24+52.45 25+00 26+00 27+00 28+00 28+38.12 T9TF OF \OPT O 0 o F� 4ER 8F� j EXPIRES 10�20�27 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , in UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O ?c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 25 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig WATER CONSTRUCTION NOTES INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED 8 / I R I AREAS PER CITY OF MERIDIAN STANDARDS. IR NONE==m ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & 1 9 W9. BLOCK 8 6"PIRR 6" / / °000000 0 © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. 11 �6"PIRR N o N °o°o°0 0 0 0 0 3000000° ° ° ° • ❑7 INSTALL BLOW OFF ASSEMBLY PER CITY OF MERIDIAN STD DWG 1 - - - - 00 �j QO O 0 0 • - - Q L`0 Q 0) ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. I - - r - - - - - - - - - - - - - - - SEE SHEET 5.07 FOR SEEPAGE ~ ~ 0 LL- 00 • • � •• _ 10 � cno � � BED - 04 DRAINAGE DETAILS. o 6"PIRR 4 23 p + o 11 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO 1 _ _ 6 PIRR r - _ - - - - - - - - - - - w O I- MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. m � MATCHLINE SEE SHEET 7.07 I - - —. . ,. p N � ••" • ••. 0 'n Q 12 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN Qv Al • �° I N O 1.5' OF SEPARATION PER IDEQ STANDARDS. - - - 6„PIRR - - - - 6_'PIRR - - J - - - coo o Z + � + `n 1915 • , • N :• 4° - - - ' °A. ° • , ,° ®. : : •• � °° 00 N m rn I Q 13 INSTALL 12"X 12"X 8" TEE. ° ••° •a• \ . . a • .e ° Q Ln LL Q LL ` • d •• .. LL—� L� �n L� U) 0 20 LF OF ' •• = O— O 5 O N 12 6" PVC 14 INSTALL 12" PVC C900 WATER LINE. 4' MIN COVER IN PAVED .. 6 11 � 14109 LF OF 8 AREAS PER CITY OF MERIDIAN STANDARDS. p� 15 12" PVC 11 LF OF 15 INSTALL 12"WATER LINE BEND WITH THRUST BLOCK. ANGLE 16 12"W ! 12"W PER PLAN. 12"W 12"W 12"W 12"W 12"W 12»W ! 8 LF OF °' 11+00 1412" PVC BO 7 STA: 15+48.91 - - 16 INSTALL 12" GATE VALVE PER CITY OR MERIDIAN STD DWG W11. 137 LF OF N 225 LF OF • + • 1412" PVC-1 -I 15 OFF: 12.00 R \-ff�l » 16 14 " 13+00 15+00 2 PVC 14+00 12 PVC - - —�— - N • - - - - �— • - - • - • - 19 CONNECT TO EXISTING 12"WATER MAIN AT BLOWOFF. N a p � O W. HARRIS ST w o 'n 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED m AREAS PER CITY OF MERIDIAN STANDARDS. t.Q LL N O 23 INSTALL 12"X 12"X 6"TEE. 03 N o APN: S1226417300 \ �+ o (NOT A PART) �\ Z LU w ci o Q U co O "0 GENERAL UTILITY NOTES U)❑ N N Q 2 W UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. Z U) O o } � M w W O W d J � O u Y o m a 7.02 7.03 N m p N `o @ m _ T N E Y o T 7.05 0 3 7.04 LU 7.06 O J Z LL 7.07 W O Fm a E a 7.08 " ' 0 z KEYMAP W N.T.S LLJ Z Q J yj _o LLy C5 0 U O J U C f0 N 0_ O OCID E GENERAL NOTES 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 3 a OTHERWISE SPECIFIED ON PLANS. m ❑ 3 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of � a STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D } } 00 3 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } 000 CD M 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m o w J CONTROL LINE AND CURVE DATA. z Y z 0 C� Q w in Uj o GRAPHIC SCALE IN FEET = o v o Q R 0 10 20 40 a _ U o CL O Z a O NORTH -j o o Z co w g rn o w uJ N N ° ` PROFILE LEGEND z z O N Z U (n [L U w w LL - - - - EXISTING GRADE AT ROADWAY � 0 U U Q PROPOSED GRADE AT ROADWAY CL SEAL N c w Uj Q�OF ENSF� '�FF �SS\O w ❑ a z m 1994 2/3/2 m �TgTF o OF P�p F< < ER 'BP� N 0 0 j EXPIRES 10�20�27 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A,(� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED .O8 g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 26 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig IRRIGATION CONSTRUCTION NOTES INSTALL 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-902. �2 INSTALL 6" BEND(S)AND P.C.0 THRUST BLOCK. INSTALL 6" CAP. 6"PIRR 6" IRR 6"PIRR CONNECT TO EXISTING 6"AMIN LINE AT CAP. 8 g g 000 EXISTING 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-902 I oog�800 INSTALLED WITH BURNSIDE RIDGE NO. 1. 1 11 INSTALL 2" PRESSURE IRRIGATION SERVICE PER ISPWC SD-902. 1 \ I I I BLOCK 4 1 19 20 i 21 22 23 24 1 :� 25 \ I I I I o \ I I I 1 °•• � °N C/) W 0---.ham o Uj • — — — '�' BURNSIDE RIDGE \ 8 ESTATES NO. 7 Q ° � W. DRAWBAR DR - �W— — — — 8" S — — (NOT A PART) \, 8 S ' — — PRESSURE IRRIGATION NOTES �\ 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE r•'� / \ I I I I OWNED AND MAINTAINED BY THE BURNSIDE RIDGE ESTATES O / / \ SUBDIVISION HOA. • ` // \\ 1 I I I i I i 2. THE PRIMARY IRRIGATION SOURCE FOR THIS SUBDIVISION IS s \ L THE CALKINS LATERAL. \ I \ \ I I ° ° 3. CONTRACTOR TO COMPLETE GRAVITY IRRIGATION FACILITY TESTING AS OUTLINED IN ISPWC 2020 SECTION 601 PRIOR TO \ I I THE TRANSFER OF OPERATION AND MAINTENANCE FOR THE BURNSIDE RIDGE \\ I 1 I I oo GRAVITY IRRIGATION FACILITIES TO THE BURNSIDE RIDGE '/�•..� \ �`rs ESTATES NO. 1 \\ 2 I 3 1 4 I — — — 7— 1 I oho ESTATES SUBDIVISION HOA. w \ (NOT A PART) BLOCK 5 1 1g. o co _ ' •f I co N \ °'- • 7 ••• I Z � N \ \ \ 1 I I z U) CD N \ \ 58 LF 6"PIRR I ° o 1 I 1 I } co — I CD CD aS 6 PIRR 6 IRR o CD \ I 6' - - - - - - ° m . 2 Y \ \ \ 11 1 11 I j 1 1 m \ \ � \ '•\ I I 606 LF 6"PIRR ` \ \\ \ \ 5 6 r N 4 I BLOCK 5 � p Ui / \ 8 g Z N N z a � \ \•' •\ I i I N • I 8.02 W Q \ I o I I — T 00 I I cn z 0000 F— I KEYMAP LLJ Z / \ \ :\ , ti — — — — I— — W N.T.S uJ O Q / 6 / \ \�� \ w ,.. p 0 LU O _ _ W. IRRIGATOR S_T 1 / \ \ �'9 \ \ / / S s I'SS ° W / \� ,, 4-1 294 LF 6 PIRR — / 8 \ / a / BLOCK 6 / I Q m C o GENERAL NOTES 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 9 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 15 16 17 18 I I vi I OTHERWISE SPECIFIED ON PLANS. m Y 0 3 \ cPS ',•\ 19 20 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA � U) STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2/o. } U LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } m o / '.: 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m w BLOCK 8 I CONTROL LINE AND CURVE DATA. U OD w 11 a J. �,, \ \ 1 1 1 1 I I GRAPHIC SCALE IN FEET o v o Q a 11 / \ 1 I 0 20 40 80 w o 0 Q C 24 LF 6"PIRR \ d'�, \ rn o \ �y _ NORTH z o •� V I M w BURNSIDE RIDGE ♦ / / 12 / S \ / LU �' Q 0 o N ESTATES PHASE 4 / I I z z r z . (NOT A PART) \ 1 z C) _ > LLI ° / A/ 1 \ \ \ \ t N I > J J a Q 13 .p / � / SEAL N w w \ �,, Ate\ I : SS\ONAL NG E \ \ F LU o z m 1994 Z' 2/3/2 0 m \ o N 6 \ ` • �/ / �TgTF OF 0 o F� � ER 8F� 1= j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10�20�27 SHEET NO. Co 2 N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES c� Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 8.Ow I g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 27 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig C� IRRIGATION CONSTRUCTION NOTES III II INSTALL 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-902. I ° BURNSIDE RIDGE I I ,..s. I I I 2 INSTALL 6" BEND(S)AND P.C.0 THRUST BLOCK. t o ESTATES PHASE 7 II I I II o (NOT A PART) I I Jill �3 INSTALL 6" ISOLATION VALVE. 6 PI I — — 6 I I I 67 LF 6 PIRR I �4 INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. RK '(311 INSTALL 6" TEE AND P.C.C. THRUST BLOCK. o�o° 0 4 3 117 LF 6"PIRR 3 I 2 11 I I I I I INSTALL 6" CAP. I I I I I I I I 1 I� III BLOCK 8 1 I II 11 INSTALL 2�, PRESSURE IRRIGATION SERVICE PER ISPWC SD-902. I I i I 13 00 INSTALL 4" PVC C900 PRESSURE IRRIGATION SLEEVE. lo \ \ I i 0— I Z JR::R::� Z Io I 2 + w lo 306 LF 6I II \ :\ s — — - - - - - � :� II II w \ \ � •: �' _ - - - - - - - - - - - - - - - - III Q 8„ 8„W 8' W - - - - - - - - - - - - 11 — I I li o g" S — — — — — O - - - LU III • ; w c - - - - - - - - - - - - - - - f I I PRESSURE IRRIGATION NOTES — — — — — I II 10 \ / (n �' I II \Q 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE \ n O OWNED AND MAINTAINED BY THE BURNSIDE RIDGE ESTATES `% I LU J . I O ' • SUBDIVISION HOA. (n — I I I li ;� 2. THE PRIMARY IRRIGATION SOURCE FOR THIS SUBDIVISION IS \ • I I w I 4 I _ :• I I w THE CALKINS LATERAL. \''•• • s s ..\ I I z I I O I ., 1 ': :' I I I I 0 3. CONTRACTOR TO COMPLETE GRAVITY IRRIGATION FACILITY J — I :• I BLOCK 8 I I I _Z TESTING AS OUTLINED IN ISPWC 2020 SECTION 601 PRIOR TO \ \ = I I w I I I I •—j THE TRANSFER OF OPERATION AND MAINTENANCE FOR THE ^ \ cp ' \ (n — — — — :: I I I Z GRAVITY IRRIGATION FACILITIES TO THE BURNSIDE RIDGE /�\\ z \ 10 I Q I I II ESTATES SUBDIVISION HOA. w ° co 5 I I I o N • I I I � I I � Q �' oCO c'4 2 CD ' \ \ co �,, \ ' :\ 67 LF 6"PIRR 116 LF 6"PIRR 1 I II } c 6 PIRR \ 6 PI = - — — IP6 RR — I J lo N s 11 I I � \\ 11 5 118 LF 6"PIRR J : 3 4 3 6 2 11 1 I I N CD uo) o :•� 189 LF 6 PIRR I I o m \ \ 28 LF 6 PIRR � I I E \ 6 1 6LL—L j I I I o \' \ \ \ 10 LF 6"PIRR 19 LF 6"PIRR N III '•\ 8.01 \\ \ \ �� \ i 14 / I . I I I I N \ \ /�j 143 LF 6 PIRR 192 LF 6"PIRR I I I O \ \\ � 14 � \\tip \ \ •� • � °' ' Ili Z Z N \ \ — I I 8.02 U) \\ i0 i 7 1 I I I I LU Q E \ A 15 \ \ \�Z 13 III 1. \ \\ BLOCK 6 / \- �� \ j I III W Z Z \ \ / I : III KEYMAP Q \ s I I N.T.S L•i•J O — 1 C, 16 \ ss BLOCK 8 \ 0 3 \ 2 3 341 LF 6"PIRR � 12 \ $ i it VLU U w �� \• 6 / 17 / \ \ 91 LF 6"PIRR 9 51 LF 6"PIRR I Ii (� LL 74 LF 6"PIRR 1 I LI 89 LF 6"PIRR \ \ \ 2 2 2. 1 18 5 1 6"PIRR 11 . m :5) GENERAL NOTES . . ° °°°° BURNSIDE RIDGE 9 LF 6"PIRR 11 \ ' "PIRR 2 N = --- -- 4 11 LF 6"PIRR 1 Q - — — — — — — — 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK ESTATES PHASE 4 6 120 LF 6"PIRR API _ J _ _ _ _ _ 70 LF 6 PIRR OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS (NOT A PART) _ = R=447 LF 11 27 LF 6"PIRR ® OTHERWISE SPECIFIED ON PLANS. m Y a 6 LF 6 PIRR — — 6 IRR— — — __ _ _ _ 3 18 LF 6"PIRR 1 - 2. A L 5 LF 6" PIRR 2 ,, � •� . ;®', ALL SIDEWALKS SHALL COMPLY WITH THE LATEST DA � � � = a 3 71 LF 6"PIRR. r _. I I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U ~ 3 L ' 13 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } 00 m o = I 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL m �LU w L 12 W T �0 12 W 2„W 12 W CONTROL LINE AND CURVE DATA. z • — 1 — _ U Uj a 11 GRAPHIC SCALE IN FEET o o v o W. HARRIS ST 0 20 40 80 z y - - - - - — o 0 Q - NORTH CD J Y — 0- o ®. o z o N w H \ Q O ED j Q O O Z Z Z � g \ I z U 2 > z W W W w I w v F U U Y � a_ � � N U SEAL U Fu ASS\OVAL oc �oF �\CENSF� '��� r Q � — \ w o a � c � 2/3/ 2 z1994 � °10 0 m \ T�gTF OF \\O o N ER 8 co o a 0 0 L o J L EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , co m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES n .O^ c� Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED jv5 L ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION o ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what'sbelow. 28 OF 28 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig