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Home My WebLink AboutConstruction Drawings CIVIL IMPROVEMENT PLANS FOR SITE DATA PROJECT CONTACTS EXISTING ZONING: R-4 & R-8 1 CIVIL ENGINEER: LAND SURVEYOR: PROPOSED ZONING: R-4 & R-8 BURNSIDE RIDGE ESTATES NO . KIMLEY-HORN AND ASSOCIATES, INC. LAND SOLUTIONS 1100 W. IDAHO ST., SUITE 210 231 E. 5TH ST., SUITE A GROSS ACREAGE: 25.26 AC (PHASE 1 AREA) BOISE, IDAHO 83702 MERIDIAN, IDAHO 83642 PHONE: (208) 906-3871 PHONE: (208) 288-2040 TOTAL LOTS: 69 CONTACT: TELLER BARD, PE CONTACT: CLINT HANSEN COMMON LOTS: 17 EMAIL: TELLER.BARD@KIMLEY-HORN.COM EMAIL: CHANSEN@LANDSOLUTIONS.BIZ o RESIDENTIAL LOTS: 52 SITUATED IN THE NORTHEAST QUARTER OF SECTION 26 a GROSS ACREAGE DENSITY: 2.06 DU/AC OWNER/DEVELOPER: LANDSCAPE ARCHITECT: 7 TH LOST RIVER, LLC JENSEN BELTS2973 w BENCHMARKS TOWNSHIP 3 NORTH , RANGE 1 WEST, BOISE MERIDIAN EAGLE IDAHO8EAGLE D., SUITE110 BOISE,1509 REHO8 EAGLE, IDAHO 83646 BOISE, IDAHO 83706 PHONE: (208) 284-7765 PHONE: (208) 343-7175 W TBM #1 ADA COUNTY IDAHO CONTACT: ADAM CAPELL CONTACT: KIM SIEGENTHALTER o SET CHISELED BOX IN SOUTHEAST CORNER OF IRRIGATION BOX NORTH 7 EMAIL: ADAM@TRESIDIO.COM EMAIL: KIM@JENSENBELTS.COM OF MAJOR CANAL IN THE MIDDLE OF PROPERTY ALONG CANAL. a N: 694866.30 E: 2447540.91 AGENCY CONTACTS ELEV: 2713.50 NAVD 1988 W VICTORY RD TBM #2 PLANNING- ELECTRIC: STORM DRAIN: SET CHISELED BOX IN SOUTHEAST CORNER OF IRRIGATION STRUCTURE ❑ CITY OF MERIDIAN IDAHO POWER ADA COUNTY HIGHWAY DISTRICT CONTACT: AT WESTSIDE OF PROPERTY. CONTACT: SONYA ALLEN CONTACT: VANCE BROWN CONTACT: KY CORDER N: 695267.86 PHONE: (208)489-0579 PHONE: (208) 388-2323 PHONE: (208) 387-6100 O E: 2446537.09 ENGINEERING: TELEPHONE: IRRIGATION: ELEV: 2712.54 NAVD 1988 CITY OF MERIDIAN CABLE ONE BOISE PROJECT BOARD OF CONTROL TBM #3 CONTACT: CODEE NEIDER PHONE: (208) 375-8288 CONTACT: TOM RITTENHALER SET 1/2" IRON PIN WITH CLS CONTROL CAP. PHONE: (208) 887-2211 PHONE: (208) 344-1141 N: 694440.55 E: 2447129.86 %Rm FIRE DEPARTMENT- WATER DEPARTMENT: ^ z CITY OF MERIDIAN MERIDIAN FIRE DEPARTMENT CITY OF MERIDIAN ELEV: 2697.94 NAVD 1988 STANDARDS, SPECIFICATIONS CONTACT: KRIS BLUME CONTACT: TYSON GLOCK w LEGAL DESCRIPTION N SITER Q 0 & DRAWINGS PHONE: (208) 888-1234 PHONE: (208)489-0579 �o �.b'Pi :I� GAS SERVICE: SANITARY SEWER: � o co A RESUBDIVISION OF A PORTION OF BASSLIN RIDGE ESTATES THENCE S 0°50'44" W A DISTANCE OF 126.82 FEET TO A POINT; LU INTERMOUNTAIN GAS COMPANY CITY OF MERIDIAN o N SUBDIVISION AS SHOWN IN BOOK 64 OF PLATS ON PAGES 6469 THROUGH 0 _ ti -1 CONTACT: BRYCE OSTLER CONTACT: VICKI LU a THENCE S 46°58'06"W A DISTANCE OF 220.16 FEET TO A POINT; PHONE: 208 377-6812 PHONE: o 6470, RECORDS OF ADA COUNTY, IDAHO, AND A PORTION OF THE NE 1/4 Z j ■, .y ( ) (208)489-0579 [ �' OF SECTION 26, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, THENCE N 43°01'54" W A DISTANCE OF 352.73 FEET TO A POINT; J $• o C) CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY U) fl.,� w o 00 DESCRIBED AS FOLLOWS: THENCE N 43°21'39" W A DISTANCE OF 137.55 FEET TO A POINT OF - , AGENCY CERTIFICATION J. CURVATURE; N.T.S. 0 ■ ■ Y a COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE N NORTHWEST CORNER OF SAID NE 1/4 FROM WHICH AN ALUMINUM CAP THENCE A DISTANCE OF 190.78 FEET ALONG THE ARC OF A 325.00 FOOT THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN N .o MONUMENT MARKING THE NORTHEAST CORNER OF SAID NE 1/4 BEARS S RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 33°38'01" SUBSTANCIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT i o m 89°06'48" E A DISTANCE OF 2655.70 FEET; AND A LONG CHORD BEARING N 60°10'40" W A DISTANCE OF 188.05 FEET THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO a TO A POINT OF TANGENCY; LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD THENCE ALONG THE WESTERLY BOUNDARY OF SAID NE 1/4 S 0°33'37" W A POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE DISTANCE OF 25.00 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY THENCE N 76°59'41" W A DISTANCE OF 118.76 FEET TO A POINT; AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE OF W. VICTORY ROAD AND THE POINT OF BEGINNING; THENCE N 78°42'39"W A DISTANCE OF 175.11 FEET TO A POINT; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAYS 89 06'48" E A DISTANCE GENERAL NOTES THENCE N 75°43'08" W A DISTANCE OF 54.88 FEET TO A POINT; N OF 1327.90 FEET TO A POINT ON THE EASTERLY BOUNDARY OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 26; THENCE N 56°23'35"W A DISTANCE OF 85.27 FEET TO A POINT; 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO O STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL Z THENCE ALONG SAID EASTERLY BOUNDARY S 0°32'40" W A DISTANCE OF THENCE A DISTANCE OF 66.78 FEET ALONG THE ARC OF A 777.00 FOOT SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, AND THE (n 1301.73 FEET TO A POINT MARKING THE SOUTHEAST CORNER OF SAID NW RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL VICINITY MAP REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD).THE MORE STRINGENT OF ANY OF W 1/4 OF THE NE 1/4; ANGLE OF 4°55'28" AND A LONG CHORD BEARING N 36°04'09" E A DISTANCE THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. OF 66.76 FEET TO A POINT; N.T.S. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS < Lw THENCE ALONG THE NORTHERLY BOUNDARY OF THE NE 1/4 OF THE NE 1/4 Y OF SAID SECTION 26 S 89°09'02" E A DISTANCE OF 798.09 FEET TO A POINT; THENCE N 4°04'52" W A DISTANCE OF 29.09 FEET TO A POINT; SHEET LIST TABLE SHEET LIST TABLE AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON a THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON w = Z THENCE LEAVING SAID NORTHERLY BOUNDARY N 0°37'16" E A DISTANCE THENCE N 41°22'14" E A DISTANCE OF 37.01 FEET TO A POINT; SHEET NUMBER SHEET TITLE SHEET NUMBER SHEET TITLE SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. (� Q o OF 165.00 FEET TO A POINT; 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF L THENCE N 88°01'20" E A DISTANCE OF 28.51 FEET TO A POINT; 1.01 COVER SHEET 5.20 PAVING PLAN & PROFILE MERIDIAN ON SITE AT ALL TIMES. c5 Q THENCE S 89°09'02" E A DISTANCE OF 527.94 FEET TO A POINT ON THE 1.02 GENERAL NOTES 5.21 DRAINAGE DETAILS 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A EASTERLY BOUNDARY OF SAID NE 1/4 OF SECTION 26; THENCE A DISTANCE OF 188.31 FEET ALONG THE ARC OF A 777.00 FOOT PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. w LJJ RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL 1.03 TYPICAL SECTION SHEET 5.22 DRAINAGE DETAILS 3 THENCE ALONG SAID EASTERLY BOUNDARY S 0°37'16" W A DISTANCE OF ANGLE OF 13°53'08" AND A LONG CHORD BEARING N 51°09'10" E A 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR2.01 KEY MAP - DEMOLITION 6.01 LIGHTING & SIGNAGE PLAN INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR LJJ O 165.00 FEET TO A POINT MARKING THE SOUTHEAST CORNER OF SAID NE DISTANCE OF 187.85 FEET TO A POINT OF REVERSE CURVATURE; o 1/4 OF THE NE 1/4 OF SECTION 26; 2.02 KEY MAP - GRADING 6.02 LIGHTING & SIGNAGE PLAN (24) HOUR PRIOR NOTICE. U THENCE A DISTANCE OF 720.20 FEET ALONG THE ARC OF A 717.00 FOOT 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID NE 1/4 OF THE NE RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 57°33'05" 2.03 KEY MAP - PAVING 6.03 LIGHTING & SIGNAGE PLAN TESTING. THE CONTRACTOR MAYNOT OPEN OR CLOSE WATER VALVES. Z 1/4 N 89°09'02" W A DISTANCE OF 40.00 FEET TO A POINT ON THE AND A LONG CHORD BEARING N 29°19'12" E A DISTANCE OF 690.30 FEET TO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 2.04 KEY MAP - LIGHTING AND SIGNAGE 7.01 OVERALL UTILITY PLAN WESTERLY RIGHT-OF-WAY OF S. LINDER ROAD; A POINT OF TANGENCY; APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, 2.05 KEY MAP - UTILITY 7.02 UTILITY PLAN & PROFILE CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE L THENCE ALONG SAID WESTERLY RIGHT-OF-WAY S 0°37'16" W A DISTANCE THENCE N 0°32'40" E A DISTANCE OF 107.27 FEET TO A POINT; SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. Go OF 1325.88 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF SAID NE 3.01 DEMOLITION SHEET 7.03 UTILITY PLAN & PROFILE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO A 1/4 OF SECTION 26; THENCE N 44°16'59" W A DISTANCE OF 28.37 FEET TO A POINT; ( ) o 3.02 DEMOLITION SHEET 7.04 UTILITY PLAN & PROFILE BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) THENCE N 0°32'40" E A DISTANCE OF 37.00 FEET TO A POINT; 4.01 GRADING PLAN 7.05 UTILITY PLAN & PROFILE THENCE N 89°06'38" W A DISTANCE OF 6.00 FEET TO A POINT; 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE PLACING OF ASPHALT PAVING. THENCE ALONG SAID SOUTHERLY BOUNDARY N 89°1 V37" W A DISTANCE OF 30.27 FEET TO A POINT; THENCE N 0°32'40" E A DISTANCE OF 431.51 FEET TO A POINT; THENCE LEAVING SAID SOUTHERLY BOUNDARY N 0°48'23" E A DISTANCE 4.02 GRADING PLAN 7.06 UTILITY PLAN & PROFILE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL n NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN 00 3 4.03 GRADING DETAILS 7.07 UTILITY PLAN & PROFILE U) U) OF 79.00 FEET TO A POINT; THENCE N 44°16'59"W A DISTANCE OF 56.79 FEET TO A POINT; ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 0 a - 4.04 GRADING DETAILS 7.08 UTILITY PLAN & PROFILE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY CO m 0 3 THENCE N 89'11'37" W A DISTANCE OF 4.99 FEET TO A POINT; THENCE N 89°06'48" W A DISTANCE OF 1187.87 FEET TO A POINT ON THE } o 5.01 PAVING PLAN & PROFILE 7.09 UTILITY PLAN & PROFILE APPROVAL IN WRITING PRIOR TO CONSTRUCTION. m o WESTERLY BOUNDARY OF SAID NE 1/4 OF SECTION 26; 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN O z z THENCE N O°37'16" E A DISTANCE OF 908.21 FEET TO A POINT; Y 5.02 PAVING PLAN & PROFILE 7.10 UTILITY PLAN & PROFILE AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. THENCE ALONG SAID WESTERLY BOUNDARY N 0°33'37" E A DISTANCE OF 0 Q ILL! U) THENCE N 89°08'51"W A DISTANCE OF 858.60 FEET TO A POINT; ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN � = W o 39.00 FEET TO THE POINT OF BEGINNING. 5.03 PAVING PLAN & PROFILE 7.11 UTILITY PLAN & PROFILE = o U o Q a WRITING FROM THE CITY ENGINEER. THENCE S 0°50'44" W A DISTANCE OF 154.39 FEET TO A POINT; d g THIS PARCEL CONTAINS 25.26 ACRES, MORE OR LESS. 5.04 PAVING PLAN & PROFILE 7.12 UTILITY PLAN & PROFILE 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT o z a THENCE S 89°09'16" E A DISTANCE OF 43.75 FEET TO A POINT; SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE o a o 5.05 PAVING PLAN & PROFILE 7.13 UTILITY PLAN & PROFILE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL > rn a 5.06 PAVING PLAN & PROFILE 7.14 UTILITY PLAN & PROFILE EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR U N F ui 5.07 PAVING PLAN & PROFILE 7.15 UTILITY PLAN & PROFILE ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL w rn UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY Q Q o 5.08 PAVING PLAN & PROFILE 7.16 UTILITY PLAN & PROFILE EXCAVATION. z z z z 13. CONTRACTOR SHALL MARK ALL FINAL UTILITY LOCATION IN THE FIELD WITH THE APPROPRIATE COLORED CD F = j 5.09 PAVING PLAN & PROFILE 7.17 UTILITY PLAN & PROFILE z U W o N MARKERS. w W W 'L o 5.10 PAVING PLAN & PROFILE 8.01 PRESSURE IRRIGATION PLAN J J U E U U Y W CO 2 5.11 PAVING PLAN & PROFILE 8.02 PRESSURE IRRIGATION PLAN o F c m 5.12 PAVING PLAN & PROFILE 8.03 PRESSURE IRRIGATION PLAN SEAL N cn W 5.13 PAVING PLAN & PROFILE 8.04 GRAVITY IRRIGATION PLAN SS\ONAL fiyG7,� 5.14 PAVING PLAN & PROFILE 8.05 GRAVITY IRRIGATION PLAN Quo ��CENSF10 FF o a 5.15 PAVING PLAN & PROFILE 8.06 GRAVITY IRRIGATION PLAN z m 1994 5.16 PAVING PLAN & PROFILE 8.07 GRAVITY IRRIGATION PLAN 1/21 6 CD 5.17 PAVING PLAN & PROFILE 8.08 GRAVITY IRRIGATION PROFILE �TF OF a CD 0 5.18 PAVING PLAN & PROFILE 8.09 GRAVITY IRRIGATION PROFILE F<< ER gP� co o 1'; 5.19 PAVING PLAN & PROFILE 8.10 GRAVITY IRRIGATION PROFILE EXPIRES 10/20/27 r j 3 CAUTION: NOTICE TO CONTRACTOR N U t 8.11 IRRIGATION DETAILS SHEET NO. CD 1 m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 93 N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 1 .01 Y 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 a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Know what's below. 01 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig ROADWAY NOTES WILLIAMS PIPELINE NOTES (ONLY APPLY WITHIN NW PIPELINE EASEMENT)- ABBREVIATIONS LEGEND 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY GENERAL REQUIREMENTS CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 1. NO ABOVE GROUND STRUCTURES OR APPURTENANCES ARE TO BE LOCATED WITHIN THE WILLIAMS RIGHT OF WAY. THE STRUCTURES AND APPURTENANCES IN, BUT ARE ABC AGGREGATE BASE COURSE - - SECTION LINE 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE NOT LIMITED TO: UTILITY POLES, TOWERS, FOUNDATION, GUY WIRES, STRUCTURES SUPPORTING AERIAL LINES, SATELLITE DISHES, MANHOLES, CATCH BASINS, UTILITY AC ACRES/ASPHALT CONCRETE PIPE ZONE. PEDESTALS, TRANSFORMERS, FIRE HYDRANTS, UTILITY SHEDS, DECKS, SWIMMING POOLS WITH ASSOCIATED IMPROVEMENTS, ETC. ADA AMERICANS WITH DISABILITIES ACT - - LOT LINE 2. AN AUTHORIZED WILLIAMS REPRESENTATIVE MUST BE ON SITE PRIOR TO AND DURING ANY SURFACE-DISTURBING WORK OR EQUIPMENT CROSSINGS PERFORMED WITHIN B/C BACK OF CURB ACHD NOTES THE RIGHT OF WAY. WILLIAMS REPRESENTATIVE WILL ASSIST IN DETERMINING THE LOCATION OF THE PIPELINE, THE RIGHT OF WAY WIDTH, AND EXISTING COVER OVER THE BCR BEGINNING OF CURB RETURN - - - - - - - - - - - EASEMENT PIPELINE AND WILL REMAIN ON SITE TO MONITOR ALL ACTIVITIES WITHIN THE RIGHT OF WAY. BOG BOTTOM OF GRAVEL 3. NO CUT OR FILL ON THE WILLIAMS RIGHT OF WAY IS PERMITTED WITHOUT WILLIAMS WRITTEN APPROVAL. BOS BOTTOM OF SAND BOUNDARY 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD 4. WILLIAMS, AT ITS DISCRETION, MAY REQUEST EVIDENCE OF COMPREHENSIVE GENERAL LIABILITY INSURANCE COVERAGE (UP TO $5,000,000 COVERAGE)AND OTHER BTM BOTTOM OF POND SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS APPROPRIATE AND USUAL INSURANCE PRIOR TO ANY ACTIVITY, MAINTENANCE, AND/OR CONSTRUCTION ON OR NEAR WILLIAMS RIGHT OF WAY AND FACILITIES. IN THE BVC BEGINNING OF VERTICAL CURVE - ROAD CENTERLINE SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. EVENT OF SIGNIFICANT EXCAVATION UNDER OR OVER WILLIAMS PIPELINES, WILLIAMS WILL REQUIRE THAT THE APPLICABLE WILLIAMS PIPELINE COMPANY BE NAMED AS BW BOTTOM OF WALL 2. ALL WORK SHALL BE INSPECTED BY THE OWNERS REPRESENTATIVE AND ACHD IN ACCORDANCE WITH THE ADDITIONAL INSURED ON THE CERTIFICATE OF LIABILITY INSURANCE. THE INSURANCE LIMITS, TERMS, AND CONDITIONS THAT MAY BE REQUIRED WILL BE DEPENDENT ON CF CUBIC FEET - - - ROAD RIGHT OF WAY LATEST EDITION OF THE "ACHD SUPPLEMENTAL TO THE I.S.P.W.C." THE SPECIFIC FACILITIES POTENTIALLY IMPACTED AND WHAT WOULD BE USUALLY AND PRUDENTLY OBTAINED IN SIMILAR INDUSTRY SITUATIONS. CFS CUBIC FEET PER SECOND 3. ACHD WILL INSPECT ALL WORK WITHIN PUBLIC RIGHT-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE 5. ALL FOREIGN LINES WILL CROSS WILLIAMS RIGHT OF WAY AT AN ANGLE AS NEAR TO 90 DEGREES AS POSSIBLE. IN SITUATIONS WHERE THERE ARE MULTIPLE PARALLEL DG DESIGN GRADE PROPOSED ROLLED CURB THE PIPE ZONE. WILLIAMS PIPELINES, THE PROPOSED FOREIGN LINES WILL EITHER CROSS OVER OR UNDER ALL OF WILLIAMS PIPELINES IN THE RIGHT OF WAY. NO HORIZONTAL OR DTL DETAIL 4. PROJECT ENGINEER'S REPRESENTATIVE WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. VERTICAL BENDS ARE PERMITTED WITHIN WILLIAMS RIGHT OF WAY. PARALLEL OCCUPANCY OF WILLIAMS RIGHT OF WAY WILL NOT BE PERMITTED. DWG DRAWING PROPOSED VERTICAL CURB 5. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY THE PROJECT ENGINEER'S REPRESENTATIVE AND 6. ALL FOREIGN LINES CROSSING WILLIAMS PIPELINE OR RELATED FACILITIES WILL BE INSTALLED WITH A MINIMUM OF 24" OF CLEARANCE BETWEEN THE EXISTING WILLIAMS ECR END OF CURB RETURN - - FACILITIES AND THE PROPOSED FOREIGN LINE. THE FOREIGN LINE WILL BE INSTALLED AT A UNIFORM DEPTH ACROSS THE FULL WIDTH OF THE WILLIAMS RIGHT OF WAY. EOP EDGE OF PAVEMENT ROAD SAWCUT ACHD. WILLIAMS MAY REQUIRE THAT ALL FOREIGN LINES BE INSTALLED UNDER ITS EXISTING PIPELINES AND RELATED FACILITIES. ESMT EASEMENT 6. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL TRAFFIC CONTROL PLANS AND DEVICES NECESSARY FOR THE CONTROL OF 7. WILLIAMS FACILITIES ARE ELECTRICALLY PROTECTED AGAINST CORROSION. EACH METALLIC FOREIGN LINE THAT ENTERS OR CROSSES WILLIAMS RIGHT OF WAY MUST HAVE EVC END OF VERTICAL CURVE ROAD GRADE BREAK VEHICLE AND PEDESTRIAN TRAFFIC IN AND AROUND THE WORK AREA IN ACCORDANCE WITH THE CITY OF MERIDIAN, A TEST LEAD INSTALLED. IN ADDITION, THE UTILITY CONTRACTOR INSTALLING THE METALLIC FOREIGN LINE MUST EXCAVATE AND EXPOSE ONE OR MORE OF WILLIAMS EX. EXISTING ADA COUNTY HIGHWAY DISTRICT AND M.U.T.C.D. REQUIREMENTS. EXISTING PIPELINES TO PROVIDE FOR THE INSTALLATION OF TEST LEADS BY WILLIAMS EMPLOYEES. ALL NECESSARY MEASURES (COATINGS, ELECTRICAL BONDS, ETC.)WILL FF FINISHED FLOOR ELEVATION 2Spp�� FG CONTOUR zz 7. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB BE TAKEN TO ENSURE THAT THE PROPOSED PIPE OR UTILITY IS ADEQUATELY PROTECTED FROM POTENTIAL INTERFERENCE EFFECTS. REQUESTS FOR COOPERATIVE FIG FINISHED GRADE ELEVATION a AND GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. TESTING WILL BE DIRECTED TO WILLIAMS DIVISION OFFICE, "ATTN.: SUPERVISOR, ASSET INTEGRITY." FL FLOWLINE EG CONTOUR � GUTTER 0 8. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET 8. WILLIAMS MAY REQUIRE THAT FOREIGN LINES BE IDENTIFIED WITH PERMANENT ABOVEGROUND MARKERS WHERE THE LINES ENTER AND EXIT THE WILLIAMS RIGHT OF WAY. GB GRADE BREAK PHASE LINE o THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS, AND LIDS. IT IS THE LINE OWNER'S RESPONSIBILITY TO OBTAIN ANY RIGHTS TO INSTALL THE MARKERS, AND TO MAINTAIN THE MARKERS. A DIRECT BURIAL WARNING TAPE SHOULD BE GIRR GRAVITY IRRIGATION PLACED 12" TO 18" ABOVE THE FOREIGN LINE AND EXTEND ACROSS THE ENTIRE WIDTH OF WILLIAMS RIGHT OF WAY. 9. WATER METERS SHALL BE INSTALLED PER "CITY OF MERIDIAN SUPPLEMENTAL STANDARDS MODIFIED WATER SERVICE GW GROUNDWATER LOD LIMITS OF DISTURBANCE w 9. FOREIGN LINES CROSSING WILLIAMS FACILITIES WILL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REQUIREMENTS GOVERNING SUCH INSTALLATIONS. CONNECTION DETAIL". FIRE HYDRANTS SHALL BE INSTALLED PER I.S.P.W.0 SD-404 AND STAR SUPPLEMENTAL. 10. STOCKPILING BRUSH, TRASH, OR OTHER DEBRIS ON THE RIGHT OF WAY IS PROHIBITED, AS IT MAY CONCEAL PIPELINE MARKERS AND HINDER PIPELINE INSPECTIONS OR HP HIGH POINT o HR 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO ROUTINE MAINTENANCE. HOUR X PROPOSED FENCE IN BE DETERMINED BY PROJECT ENGINEER'S REPRESENTATIVE. V INVERT EXCAVATION IRR IRRIGATION - PROPOSED SWALE a 11. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE MOST CURRENT EDITION OF THE ACHD IR INFILTRATION RATE SUPPLEMENTAL STANDARDS TO THE ISPWC STANDARD DRAWINGS. INCLUDING: 1. PLANS FOR EXCAVATION ON THE RIGHT OF WAY REQUIRE PRIOR APPROVAL BY WILLIAMS. NO MACHINE EXCAVATION WILL BE PERFORMED WITHIN 24" OF WILLIAMS ISPWC IDAHO STANDARDS FOR PUBLIC W PROPOSED WATER LINE A. PEDESTRIAN RAMP FOR HANDICAPPED, DRAWING NO. SD-712A AND SD-712. PIPELINES OR RELATED FACILITIES. WILLIAMS ONSITE REPRESENTATIVE MAY REQUIRE HAND DIGGING AT A DISTANCE GREATER THAN 24". 2. WHEN A BACKHOE IS USED FOR EXCAVATION, THE BUCKET TEETH SHOULD BE CURLED UNDER EACH TIME THE BUCKET IS BROUGHT BACK INTO THE DITCH TO REDUCE THE WORKS CONSTRUCTION B. CURB TERMINUS DRAWING NO. SD-707. LF LINEAR FEET S PROPOSED SEWER LINE CHANCE OF THE TEETH CONTACTING THE PIPELINE. SIDE CUTTERS MUST BE REMOVED FROM ALL BUCKETS. AT THE DISCRETION OF WILLIAMS ONSITE REPRESENTATIVE, A LP 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE MOST CURRENT EDITION OF THE ACHD BAR MAY HAVE TO BE WELDED ACROSS THE BUCKET TEETH. LOW POINT MAXSUPPLEMENTAL STANDARDS TO THE ISPWC STANDARD DRAWINGS. INCLUDING: 3. NO MECHANICAL EXCAVATION MAY BE PERFORMED BY REACHING OVER ANY WILLIAMS FACILITIES. M MAXIMUM OHP OVERHEAD POWER LINE A. RESIDENTIAL STREET SECTION, DRAWING NO. SD-801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET. 4. PRIOR TO ANY PLOWING OR RIPPING OF SOIL ON THE RIGHT OF WAY, PARTICULARLY IN ASSOCIATION WITH AGRICULTURAL ACTIVITIES, PLANS SHOULD BE REVIEWED WITH MH MANHOLE O B. STANDARD 6" VERTICAL CURB Sc GUTTER, DRAWING NO. SD-701. YOUR LOCAL WILLIAMS REPRESENTATIVE TO ENSURE PROPER COVER EXISTS. NO VIBRATORY PLOWS ARE PERMITTED TO BE USED ON THE WILLIAMS RIGHT OF WAY. MIN MINIMUM E POWER LINE N.T.S. NOT TO SCALE mr C. ROLLED CURB AND GUTTER, DRAWING NO. SD-702. P PAVEMENT ELEVATION GAS GAS GAS LINE D. SIDEWALKS, DRAWING NO. SD-709. DISTURBANCE, MAINTENANCE, AND VEGETATION PC 1. NO TREES ARE PERMITTED ON WILLIAMS RIGHT OF WAY. ADDITIONALLY, THE CANOPY OF ANY TREES PLANTED ADJACENT TO THE RIGHT OF WAY MUST NOT EXTEND INTO POINT OF CURVATURE E. STANDARD DROP INLET TYPE I, WITH 12" SUMP, DRAWING NO. SD-601, UNLESS OTHERWISE NOTED. THE RIGHT OF WAY AT MATURITY. ANY BRANCHES EXTENDING INTO THE RIGHT OF WAY WILL BE SIDE CUT BY WILLIAMS AT ITS DISCRETION. PT POINT OF TANGENCY T TELECOMMUNICATION 13. EXISTING A.C. PAVEMENT SHALL BE CUT TO A MINIMUM WIDTH OF 2' TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE 2 WITH PRIOR APPROVAL FROM WILLIAMS, SOME TYPES OF LOW GROWING, SHALLOW-ROOTED SHRUBS MAY BE PERMITTED ON THE RIGHT OF WAY PROVIDED THEIR MAXIMUM PVC POLYVINYL CHLORIDE ^ z STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. CONTRACTOR SHALL MATCH MATURE HEIGHT WILL NOT EXCEED 5'AND ARE NOT WITHIN 5' OF THE EDGE OF THE PIPELINE. WILLIAMS REQUIRES THAT THE MATURE PLANTINGS WILL NOT PREVENT PVI POINT OF VERTICAL INTERSECTION GIRR PROPOSED GRAVITY IRRIGATION ^ - EXISTING ROAD SECTION TO 1/4 INCH AT MATCHLINE. PVMT PAVEMENT w WILLIAMS REPRESENTATIVES FROM SEEING DOWN THE RIGHT OF WAY DURING ROUTINE PATROLS OR WALKING DOWN THE RIGHT OF WAY DIRECTLY OVER THE PIPELINES � 14. ALL CONCRETE SHALL BE 4000 P.S.I. AND INCLUDE 1.5 POUNDS OF FIBER MESH PER CUBIC YARD. AS THEY PERFORM REQUIRED INSPECTIONS. UNDER NO CIRCUMSTANCES WILL MECHANICAL EQUIPMENT BE USED IN THE PLANTING OF SHRUBS. R RADIUS/RANGE PIRR PROPOSED PRESSURE IRRIGATION Q 15. ALL SIDEWALKS SHALL BE WET STAMPED WITH 3" STAMP AT ALL PROPERTY LINE (PL), WATER (W)AND SEWER SERVICES 3. WILLIAMS RESERVES THE RIGHT TO CUT AND/OR REMOVE PLANTINGS AS REQUIRED IN THE OPERATION, INSPECTION, AND MAINTENANCE OF ITS PIPELINE FACILITIES; RD ROAD - - o 00 (S). (ONLY SEWER REQUIRED BY CITY) FURTHER, WILLIAMS ASSUMES NO RESPONSIBILITY FOR ANY COST INVOLVED IN THE REPLACEMENT OF SAID CUT AND/OR REMOVED LANDSCAPE PLANTINGS. R/W RIGHT-OF-WAY - - PROPOSED IRRIGATION SLEEVE �? Q o n 16. VALLEY GUTTER SHALL BE PER THE ACHD SUPPLEMENTAL SPECIFICATIONS DRAWING NO. SD-708. 4. ALL SPRINKLER OR IRRIGATION SYSTEMS WILL REQUIRE REVIEW BY A WILLIAMS REPRESENTATIVE. SPRINKLER HEADS WILL NOT BE PERMITTED WITHIN 10' OF ANY PIPELINE REV REVISION z .2 N OR RELATED FACILITY. ALL CROSSINGS OF THE WILLIAMS PIPELINES OR RELATED FACILITIES WITH FEEDER LINES WILL BE HAND DUG. SEC SECTION PROPOSED STORM DRAIN PIPE z .) C) (VALLEY GUTTER SECTION IS THICKER AND REQUIRES #4 REBAR). SG SAND AND GREASE TRAP �' 17. STORM DRAIN TRENCHES SHALL INCLUDE NON-METALLIC BURY-TAPE. SP SEEPAGE BED O O PROPOSED SAND & GREASE TRAP o o EQUIPMENT CROSSING CD N 18. ALL STORM DRAIN MANHOLES SHALL BE MARKED "STORM DRAIN". 1. TO PROTECT WILLIAMS PIPELINES FROM EXTERNAL LOADING, WILLIAMS MUST PERFORM AN ENGINEERING EVALUATION TO DETERMINE THE EFFECTS OF ANY PROPOSED SPEC SPECIFICATION -------- w o co PROPOSED SEEPAGE BED � o SS SANITARY SEWER 19. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE EQUIPMENT USE. MATS, TIMBER BRIDGES, OR OTHER PROTECTIVE MATERIALS DEEMED NECESSARY BY WILLIAMS WILL BE PLACED OVER WILLIAMS FACILITIES FOR THE Y r a THE FOLLOWING: ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INHC (1/2") MIX PG 64-28 FIVE INCHES (5")THICK, AS A MINIMUM OF 4" OF DURATION OF ANY LOADING. PROTECTIVE MATERIALS WILL BE PURCHASED, PLACED, AND REMOVED AT NO COST TO WILLIAMS. THE RIGHT OF WAY MUST BE RETURNED TO ST STREET ® 3 6 STD STANDARD PROPOSED STORM DRAIN MANHOLE o o m 3/4" BASE AND 25" OF 6" MINUS PIT RUN. USE WHICHEVER ROAD SECTION IS GREATER. ITS ORIGINAL CONDITION. S/W N o . 20. ASPHALT REPAIR MUST COMPLY WITH ISPWC STANDARD SPECIFICATIONS AND ACHD SUPPLIMENTAL SPECIFICATION FOR STREET 2. WILLIAMS MAY REQUIRE TEMPORARY MARKINGS TO IDENTIFY AREAS WHERE EQUIPMENT USE IS AUTHORIZED. SIDEWALK o m REPAIRS PER SD-301, SD-303 AND SD-806. 3. NO VIBRATORY EQUIPMENT IS PERMITTED WITHIN THE LIMITS OF, OR IN CLOSE PROXIMITY TO, THE WILLIAMS RIGHT OF WAY. Y TC TOP OF CURB ❑� PROPOSED CATCH BASIN 21. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN THE CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE TW TOP OF GRAVEL PROPOSED SEWER SERVICE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO FENCES TOP OF WALL 1. A SITE SPECIFIC INSPECTION IS REQUIRED TO DETERMINE WHETHER THE PROPOSED FENCE POSTS MUST BE KEPT A MINIMUM OF 4' OR 5' FROM THE EDGE OF ANY WILLIAMS TYP TYPICAL VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE PROPOSED SINGLE WATER SERVICE COMPACTION TESTS. PIPELINE OR RELATED PIPELINE FACILITY. A WILLIAMS REPRESENTATIVE MUST BE ON SITE TO DETERMINE THE LOCATION OF THE FENCE POSTS WITHIN THE RIGHT OF WAY 22. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, AND FOR THE DURATION OF THE DIGGING OF THE POSTS. POSTS INSTALLED WITHIN THE RIGHT OF WAY MUST BE HAND DUG. ALL PROPOSED FENCE CROSSINGS OVER WILLIAMS PIPELINES WILL CROSS AT AN ANGLE OF 90°, OR PROPOSED FIRE HYDRANT ° VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD AS NEAR AS REASONABLY PRACTICABLE. REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS 2. WILLIAMS WILL HAVE THE FREE RIGHT OF INGRESS AND EGRESS. WILLIAMS MAY REQUIRE THAT NEW FENCES HAVE A 12' WIDE GATE INSTALLED WITHIN THE RIGHT OF WAY AT A LOCATION APPROVED BY WILLIAMS. THE GATE ® PROPOSED VALVE Q AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. WILL BE INSTALLED AS TO MINIMIZE VEHICULAR AND EQUIPMENT TRAVEL OVER THE EXISTING WILLIAMS FACILITIES. z 23. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY O PROPOSED SEWER MANHOLE U) PERMIT. OVERHEAD CROSSING UTILITY 1. OVERHEAD LINE CROSSINGS WILL BE INSTALLED WITH A MINIMUM OF 30' OF VERTICAL CLEARANCE ABOVE THE WILLIAMS RIGHT OF WAY TO PROVIDE ADEQUATE EQUIPMENT CLEARANCE. NO POLES OR APPURTENANCES WILL PROPOSED STREET NAME SIGN pi w 24. CONTACT ACHD INSPECTION SERVICES AT 208-387-6284 FOR INSPECTION. BE LOCATED ON THE WILLIAMS RIGHT OF WAY. Q Q 25. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE 2. OVERHEAD LINE CROSSINGS WILL NOT BE INSTALLED WITHIN 25' (MEASURED HORIZONTALLY) OF ANY GAS VENT (E.G. RELIEF VALVE, BLOW DOWN VENT). PROPOSED SIGN _ Y PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 3. OVERHEAD LINES WILL CROSS WILLIAMS FACILITIES AT AN ANGLE AS NEAR TO 90 DEGREES AS POSSIBLE. Id O A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY 4. IN ADDITION TO THESE WILLIAMS MINIMUM CLEARANCES, ALL LOCAL UTILITY MINIMUM CLEARANCES MUST BE ADHERED TO. PROPOSED STREET LIGHT w z z m AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. J Q B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE PARALLEL UTILITY PROPOSED BARRICADE w ENTIRE ROADWAY SURFACE. 1. PARALLEL OCCUPANCY ON AN EXISTING ROW IS NOT ALLOWED UNLESS APPROVED BY THE MANAGER, OPERATIONS. THIS INCLUDES TRENCHED, BORED, AND ABOVE GROUND INSTALLATION OF PIPELINES, CABLES, CONDUITS, (� Q 3 C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A OVERHEAD UTILITIES, OR FENCES. / I \ PROPOSED SIDEWALK RAMP EE yj LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. X X w 3 ROAD, PAVED AND UNPAVED TRANSPORTATION 7 D. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD 1. WILLIAMS MUST COMPLETE A PRELIMINARY ENGINEERING EVALUATION FOR ALL ROADS, STREETS, DRIVEWAYS, ETC., PROPOSED ON WILLIAMS RIGHT OF WAY. ANY PIPE CASING, CONCRETE SLABS, OR OTHER PROTECTION SECTION CORNER w Z INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. REQUIRED BY WILLIAMS WILL BE INSTALLED AT NO EXPENSE TO WILLIAMS. WILLIAMS MAY REQUIRE A PIPELINE INSPECTION PRIOR TO CONSTRUCTION. X X 0 w s E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 2. THE RECOMMENDED MINIMUM TOTAL COVER OVER WILLIAMS EXISTING PIPELINES IS 66"AT ALL DRIVEWAYS, HIGHWAYS, ROADS, STREETS, ETC. THE RECOMMENDED MINIMUM TOTAL COVER OVER WILLIAMS EXISTING PIPELINES w 26. GRAVITY IRRIGATION CROSSING SHALL BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY CONSTRUCTION. MEASURES IN ADJACENT DRAINAGE DITCHES IS 48". z m SHALL BE TAKEN DURING CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. 3. VIBRATORY EQUIPMENT IS PROHIBITED WITHIN THE LIMITS OF THE WILLIAMS RIGHT OF WAY. VIBRATORY EQUIPMENT IS NOT PERMITTED TO BE USED FOR ACHIEVING APPLICABLE COMPACTION REQUIREMENTS. 4. DRIVEWAYS, HIGHWAYS, ROADS, STREETS, ETC. CROSSING OVER WILLIAMS PIPELINE FACILITIES WILL CROSS AT AN ANGLE AS NEAR TO 90 DEGREES AS POSSIBLE. ALL CROSSINGS MUST BE OVER STRAIGHT PIPE AND AT 27. BRASS PLUGS TO BE USED IN PLACE PRIOR TO FINAL INSPECTION AND ACCEPTANCE AT THE TIME OF SIDEWALK CONSTRUCTION. LOCATIONS FREE OF ANY CROSSOVERS. PARALLEL OCCUPANCY OF THE RIGHT OF WAY WILL NOT BE PERMITTED. m SEWER NOTES 5. WILLIAMS WILL RETAIN THE RIGHT TO CUT ALL PRESENT AND PROPOSED DRIVEWAYS, HIGHWAYS, ROADS, STREETS, ETC. AND WILL HAVE NO RESPONSIBILITY FOR RESTORATION, LOSS OF USE OR ACCESS, OR ANY OTHER COSTS. N 6. ACCESS TO THE EARTH ABOVE EACH PIPELINE FOR LEAK DETECTION (FLAME IONIZATION)AND CATHODIC PROTECTION SURVEYS MUST BE MAINTAINED. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. SURFACE WATER a 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 1. WILLIAMS MAY CONDUCT PRELIMINARY ENGINEERING STUDIES FOR ANY PROPOSED DRAINAGE CHANNELS OR DITCHES THAT WILL DISCHARGE TOWARD OR WITHIN THE RIGHT OF WAY. DRAINAGE CHANNELS OR DITCHES MUST Y 0 3 IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER BE ADEQUATELY PROTECTED FROM EROSION AND PROVIDE A MINIMUM OF 48" OF COVER OVER THE PIPELINES. ALTERING (CLEARING, RE-GRADING, OR CHANGING ALIGNMENT OF)AN EXISTING DRAINAGE CHANNEL OR DITCH W U) a MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN REQUIRES WRITTEN APPROVAL FROM WILLIAMS. o ! ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 2. IMPOUNDMENT OF WATER ON WILLIAMS RIGHT OF WAY IS NOT PERMITTED. SOIL EROSION CONTROL MEASURES WILL NOT BE INSTALLED WITHIN THE WILLIAMS RIGHT OF WAY WITHOUT PRIOR WRITTEN WILLIAMS APPROVAL. m 00 OF THE WASTEWATER RULES (IDAPA 58.01.16). U m mLU w 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A z Y z m MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS WATER NOTES Q w cf) El EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION = p U p Q R 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO a (IDAPA 58.01.16). IN GENERAL CONSTRUCTION NOTE NO. 1. o Q 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A o a o STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD STORMWATER POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE > ~ DESIGN GUIDELINES. IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). U C) 5. SEWER SERVICE DEPTH AT BACK OF SIDEWALK SHALL BE NO GREATER THAN 5' BELOW FINAL GRADE. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND w > NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC Q Q N IRRIGATION NOTES DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). z z 4. z z .2 PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). z U = > o N 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL w w w c < 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING COORDINATE WITH THE PUBLIC WORKS INSPECTOR. Q p Q Q w 9 CONSTRUCTED. � U U o 0- a 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE STREET LIGHT NOTES m PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)AND SEAL D cn w c THE CITY OF MERIDIAN WATER DEPARTMENT. S\ONAL fN r 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. S G7� 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. Quo �\CENSF10 FF o 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. W 4. STREET LIGHT BASES SHALL BE LOCATED 10" MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 1994 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 /21 6 CO 1 PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. �TF OF F<< ER gP� 0 C:) a o a 6, o J y EXPIRES 10/20/27 ri j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ' N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 1 .02 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 a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below. 02 QF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 76' PROP. 44' PROP. 30' EX. 10' R/W 10' R/W R/W PUE PUE 32' I I 18' B/C 18' B/C 10' Q Q 2� 2� I PUE 3' SHLDR 17' EOP 2' 10' 8' 8' 10' 2, I in in -j/W LANDING S/W S/W S/W LANDIN� I 2' I 10 MIN.FF- - e - -MIN_FF i - ?% 2% - - _ - - S/W LANDING S/W _1 -I 11= _ - - _ _ -III-IIII; MIN\FG III=II=III= I I i I III I i III I=IIII= ==1 I I-I i I-I i I-I 10' I-I i I-I i I I i, ,I i I I I I_, I I I I I i III=III=III=III - - I _ 2% - - - - - -I =III=I = PROP. 6" —III I =III=I =III=I I = - I-I -III—I - PROP. 6" —III_-III ,I = _ _ - - - - - - _ -I I__ _ - - _ _ _ _ =III=II I I ' �� \\/�� III-III—I I I—I I VERT. CURB I I I—I I I III—I I I—I I I—I I I—I I I—III—I I I I I—I I I—I I I—III—I i VERT. CURB-III-III-I I I-I III-III-III-III=_=-III- I-III-III-I I -III-III==-III- I-III- I-III- I-III- ,�� -1 = - - - - - - - PROP. ___ - _ = 11 III=1I=III=1I=III=1I=III= =III=III I I-I I 1=1 I I=III=III=III=I I =I I I=I I =I I MI I =I I I=I I =I I I=I I =I I I=�I I \/�\/�\/�\ I-I -III-�-III-�-III-�- -III III-III-III-I I -III= I I P R 0 P. 6" -� III= I I=III= I I=III= I I=III= I :WATER I I=III=III=III=III=III=III=III=1 I 1=III=III-III=III-III= =III==III= =III==III= =III= =III= =III= =III= -� 0.75 BASE AND PIT RUN TO - - - - - - - - - - - - - - - - I - SHOULDER- I / EXTEND AMINIMUM OF 6"=III=�=III=�=III=�=III=�=III=III=III==III==III==IIII;I DITCH PER ACHD POLICY_III=III=III-I I -III=I I I=III=I I =III=I I =III=I I =III=I I =III=II��I \ \ \� \��\�� —I I F] I I=I I F] I I=I I F] I I=I I F] I I=I I F— SECTION 8200 DETAIL 05 —I I I—I I I—I I I—I I I—I I I—I I I—I I I-III-III—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 \�� BEHIND B/C I—III-III-III-III,;.III-III=1 11, - I -I I�-III-III—I 1 1=1 I I=1 =1 11=III -I 11=1 =1 I I==1 I I==1 I I I i= III,;III 1=1 11= 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I =1 11=1 I =1 11=1 I =1 11=1 I =1 I I I;.1 11- 11=1 I I- I I-1 11- 11= ' ' '-I 11=1 11=1 I I-1 I I-I 11-' ' I I I_I _III =1 I I=-1 I I;_ 1=I I-I ' I-I I- 1=1 11= 1=1 11= 1=1 11= I- // �j �j �j�� _III,;,= �� III III_ III—I ' —III—III—I I ' I I I I III III III IIII—III I I —Ili A ALE: NTS E ALE: NT FOOTING PER � � � � � � �\ � FOOTING PER w FARMYARD AVENUE SC s VICTORY ROAD SC S FOUNDATION PLAN ��/��/��/��/��/��/��/��/��/��\FOUNDATION PLAN 46'RPROP. 41'RPROP. 55' PROP. f45.0' EX. R/W \\j\\j\\j �\\� �/ / / R/W (VARIES) BY OTHERS. i // / / BY OTHERS. Uj PUE PUE 43' 21' B/C 10' 21' B/C I Q 10' � 2' 2' 2' 2' S/W LANDING 10' 8' 8' 5' S/W LANDING I PUE 3' SHLDR 17' EOP L PAD & FINISHED FLOOR GRD DTL SCALE: NTS S/W S W / / - - - -III - - _ _ - = I 2 10' I=I 11=I I I=�-I I I-I 1 I-� I I =1 1 1�I I I-1 I I= I I =I I I-I I I-I I I==III I I S/W LANDING S/W O -III-III-III- -12 - 10 - 2% I-III- » El I I I I 6 VERT. CURB _ I 6 VERT. CURB -III-�- =III-III III=III-III- - I_ NO GUTTER= - - NO GUTTER - PROP. 6 - __ - __- ____ I=III-� =III=I I VERT.00URB= II 1=1II =I I I-I I I I I I I I =I I I=I II= -III- 1 - _RTEli, I III _ -III=I I I=III=I I IPROPI 1=I I I=I I I=I I I=III=III= VERT. CURB_III- I i III-III -II-� - _ I=-II-II- __=II=-II=-II- - PROP._- _ - _ - _ _ _ _ III- -,III-II=I I I=1I=I I I=1I=I I -II=I I I= I=I I 1=I I I!-III=III=I I I=III=I I I=III=I I I=III=III=III=III=III=III=III=I III-SEWER_-III_-III WATER_III_-III III-III-III -III-III=III-1 1 1=1 I =I I -I =III=I =PROP. 6 I==III==III==III==III=—III==III=i 0.75" BASE AND PIT RUN TO I I-I I I-I I I—I I I-III—I I I-I I I—I I I-I I I-I I I—I 11=1 I I—I I I-I I I-I I I-I I I-I I I—I I I-I I I-1 , - _ - -SHOULDER- - 5' TRANSIITION EXTEND AMINIMUM OF 6 =III=III=III=III=III=III-1 I I—III=III-III=III=III=III=III=III=III=III=III DITCH PER ACHD POLICY_III-III-III-III- -III-III=III=III=III=III=III=III=III=III=III=III=IIII; STD 3' ROLLED CURB SECTION STD 6" VERTICAL CURB z BEHIND B/C +II=III=III=III=III,- I;IIII=III=III=III=III=IIII I SECTION 8200 DETAIL 05-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 I_-I I I- =1 I I I I - - I I- —I ' (PER ISPWC SD-702) (PER ISPWC SD-701) `� III=1 I I—III III— I I III— I I III— I I III—III III—III III III III III III III III III - III,;,III_, ;,I I 1-1 I I- -III.;,III,; ,III, , I I- ;I I 1=1 =1 I 1=1 =1 I 1=1 =1 I 1-1 I I-III=1 - - _ -III,;I=1 I I==1 11==1 11= - o ' -III-1 I I,;,III,;,III, ,III-I ' '- —I 1 I. ,I I I—I I I—I I Md I I—I i'— c o co VERTICAL CURB, NO GUTTER SHALL BE EXPOSED 8-INCHES ABOVE FINAL PAVEMENT SURFACE FOR COLLECTOR ROADWAYS. I I1-III--I I I >'=' a CIJ f " C � N B FARMYARD AVENUE AT ENTRY SCALE: NTS F L I N D E R ROAD SCALE: NTS aco z cn o 56' PROP. 2 CD R/W 0 00 w o co 23' 23, PREFORMED EXPANSION Y m JOINT MATERIAL SHALL BE 1 PUE 1 13' 21' B/C 10' 21' B/C 13' I PUE I FLOW LINE INSTALLED AT ENDS OF o .0 15 B/C 15 B/C TRANSITION SECTION o m S/W ESMT I I S/W ESMT 1 2' 2' 0 2, I 5' 8' 2' 2' 8' 5' I 2, T - S/W LANDING S/HIV S/W S/W LANDING r - ---a--- _ 2% --------- 2% __ __ _ L----- _ T- p/ p� '.. I I I I I I I I I I I I I I -�1 1 1=-I I I-1 1 1- 2% 2% . s _ _ _ 10 -20 7 -10 ,> _ _ _ - - U ' 1= I=III I I- 6 VERT. CURB 6 VERT. CURB - I I=III= III 1" I I I I III 1 1-I- I =III=III=I I I=I I I I I=III= _ =I I =III=�I I;III=I I =III-1 I w 1 I I I= VERTROCURB I=I I I= =III=III_ NO GUTTER NO GUTTER I I I=I =I I I==I VERT CURB �_I I I III==I I PROP. 3;'13"_ _ - - - 10 10 - - PROP.I 3" I - -j- I OZ w_ _ 11=1 11=1 I I_ _ —III—III— I—I i r1 I r_— -1 11= I—I N =1 —III=I I I I] I I=I 11=1 PROP. =I I I=I I I=III= PROP. I=III=III=III=III=III= =1 1 III-III- ROLL CURB —II I—I I I—I I I—I I I = -I I I,-IIII-I I MI -ROLL CURB I-III II I M =I I I=I =I I I= SEWER =I =III=I =III= WATER _I =I I I=I =1I I==I I1=III=1I I; III-III-I I1==1I I-I I I-1I I 1=1I I- I-III= PROP. I 1=III= I_I I_I 1=III— CURB TRANSITION DETAIL SCALE: NTS 0.75 BASE AND PIT RUN TO _ _ _ _ _ _ _ -I I I-I I I-I I I-I I I-I I I-I PROP.- I -_III-III—III=I I —I SEWER =III=I I =III=I I =III-III" W (f� EXTEND A M I N I M U M OF 6" !=III-III—II—III III—i11— I I I i III i i I I I-I 11=1 11 1 I I— I I-I I I- I I-I I I=I I I-I I I-I I I- I-_ -WATER -I 1 1 I I _ _ - I- ~ BEHIND B C -I=I I I=�=I I I=�=I I I-� I I -III=I -III-�-III-�-III=-III-III , III III III ,_ I I- -III, I III-III- -III- III S P_3, >, MIX Q z 0 / I—I 11=1 11=1 11=1 I I—I 11 III-1 11=1 11=1 11=1 11=1 11=1 11—' ' I-1 11=I 11=1 11=1 I I—I 11=1 ' —I 11=1 I —I 11=1 I —I i o ' IL CI i I�I_,III I I I I I=, ,j 11=1 I I =1 I I=III-�—111-1 1 1 1— -III- -III- ' I -III=III- I I • 3 P G 6 4-28 -I . I I , - 4„ OF 4„ ABC w Z r ' VERTICAL CURB, NO GUTTER SHALL BE EXPOSED 6-INCHES ABOVE FINAL PAVEMENT SURFACE FOR LOCAL STREETS. 20" OF 6" (Uj '� � 0 C NOT DRIVE AT ENTRY I I=I I=I I=I I w - SCALE: NTS G PRIVATE COMMON DRIVEWAY SCALE: NTS MINUS PIT RUN o � 3 I=III=III=III cn w r 37' PROP. 2.5" AC SURFACE SP-3, MIX III=III=III=I I J R/W COURSE 5" PG 64-28 LL1 0 4.0" ABC 4" OF J" ABC - 23 23 PUE PUE NOTE: - 0 13' 16.5 B/C 16.5 B/C 13' _=I =I = 12.0" GRANULAR I I=II 25" OF 6" 1. PAVEMENT SECTION SHOWN PER ACHD POLICY. S/W ESMT�j S/W ESMT SUBBASE MINUS PIT RUN a 2. NO PIT RUN, BALLAST OR SUBBASE AGGREGATE m 2' 5' 8' 2' 2' 8' 5' 2' =I I I I SHALL BE PLACED ON ANY ROAD OR STREET S/W LANDING S/W S/W S/W LANDING UNTIL THE SUBGRADE HAS BEEN APPROVED BY C f0 N 2% 2% I NOTE: ADA COUNTY HIGHWAY DISTRICT. I 1. PAVEMENT SECTIONS PER ADA COUNTY HIGHWAY 3. COLLECTOR ROADS) IN THIS PHASE OF 771�I�I—I 11=1 11=I I �= ,—I I = _ __— _ - -1 I I— - 11= 1=1 11=1 11=1DISTRICT I J=1I=I I I=J I PROP. 3" 1110' PROP. 3" I I III=III-_I I GEOTECHNICALI RI ECOMMENDADTIONS ARE MORE DEVELOPMENT ARE S. FARMYARD AVE. Y _-III-I _ _ I-I III-I - III-�-III-_ _-III _ STRICT SHALL THEY APPLY. GEOTECHNICAL 0 3 I _ _ -_ROLL CURB - _ _ _ _ _ _ _ ROLL CURB= __-_ =III-III-III-III-III III-III=I =III=III=III=� I1-II1=III=III- -1II=III-_I1I RECOMMENDATIONS INCLUDED WITHIN ~ 3 III—I11=III=III=III=I I: PROP.=III=I =III=I -I I -PROP. I1-_-III=III=III=-III GEOTECHNICAL REPORT PREPARED BY NOTE: N COLLECTOR RD PVMT SEC SCALE: NTS m m SEWER= I I=III= I I=III= I I=I wATER_I I I=III=III=III=III—I I MATERIALS TESTING & INSPECTION, DATED 1. CONTRACTOR TO VERIFY SECTION MATCHES m o 0.75" BASE AND PIT RUN TO - _ w > EXTEND A MINIMUM OF 6"= _ _ _ _ _ _ _ _ _ _ _ _ _ _1 ' 11/13/2019. EXISTING SECTION OF VICTORY ROAD PRIOR TO z Y z 1=I I—I 11=1 11=1 =1 I I=1 =1 11=1 11=1 11=_=1 11=_=1 1I— BEHIND B/C I=III=I 1 1=III-1 1 I I 1-1 1 1 I I I-I 11=I I I=1 11=I I I=1 11-_I I I- CONSTRUCTION. PAVEMENT SECTION PER ACHD o Q w U) EL -1 11IIII1 ' 'I I I-III -III-I IIIII I I-1 I I 2 SHOALL BE PLACED IT RUN, AST ON OANY SUBBASE ORAGGREGATE MINOR ARTERIAL STANDARDS. o o v o a UNTIL THE SUBGRADE HAS BEEN APPROVED BY o a ADA COUNTY HIGHWAY DISTRICT. o D STANDARD LOCAL STREET SCALE: NTS H LOCAL RD PVMT SEC SCALE: NTS VICTORY RD PVMT SEC SCALE: NTS Of N z o w , w � :N 37' PROP. i z z Q Q w � SP-3, " MIX Q � z z w a R/W 5 PG 64-28 o N 4" OF 4" ABC z w w w o a ' 23' q 23' O v v a w e PUE PUE o w a 16.5' B/C 16.5' B/C 13' 25 OF 6 w � � I I 13 I I III—III-I —I ~ I I S/W ESMT S/W ESMT I I=III=I I =I MINUS PIT RUN SEAL N w wFu o I 2' I 5' 8' 2' 2' 8' S' 1 2' I I I I=I I I=I =I `� �CENS � SS\ONAL ENG w S/W LANDING S/N/ S/N/ S/W LANDING — — Quo _ 2% 2% _ I 1994 z = II _ _ I 1/21 / 6 m _ — —I 11= 11=1s o N I I I-_III-_II=1 PROP. 6 - - I I-I 1 I-I 5'-8' I 10'-I I I-III-III-III=PROP. 6 I I=I I -III-_I I ��TF �OP� I�=11I-III VERT. CURB I-I I I I-I I I- - - - I I I-I I I-I I I-I I I-_VERT. CURB =I I I-I I I-I I ' �F� �F PLO co I�- I I-I I . -I 11=II I I 1=1 I IE =1IM I I=I 11=1 11=1 11=III=III=III=I I =III=I I =III- E R 8 a °' 1 i I-1 i 1-1 i I-1 i 1- I=I PROP. I NOTE: EXPIRES 10/20/27 o J -III- I: PROP.=-I I I I M I I=-WATER=I I I- I-I I I- I-I I I I 1. CONTRACTOR TO VERIFY SECTION MATCHES 3 CAUTION: NOTICE TO CONTRACTOR °° _ III-III-III-I I -III- I EXISTING SECTION OF CINDER ROAD PRIOR TO SHEET NO. co c\j0.75 BASE AND PIT RUN TO - SEWER-I I I-I I I-I I I-I I I-I I I-III-III-_ _ _ _ N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING EXTEND AMINIMUM OF 6" I=III=III=III=111=III=III=III=III=III=III=III=111=III I I CONSTRUCTION. PAVEMENT SECTION PER ACHD o m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES BEHIND B/C I—III-1 I I-111—III=1 I 1=1 I I-I I I-III—III-III III—III—III MINOR ARTERIAL STANDARDS. .O� Y OND,WHERE AS BEING EXACTO POSSIBLE, MEASUREMENTS COMPLETE.EITVHE CONTRACTOR MUST CALL THEOLOCALON IS UTILITYOLOCOAB LOCATION ' 1-1 I I-1 I I —III III —III—III— —III I III' ' I I—III—I 11— o a UTILITIES. IT SHALL BEAT LEAST 48 OURS THE RESPONSIBILITY BEFORE IL TY OF THEION TO CONTRACTORST EXACT TO RELOCATEDALLL EXISTING ONS F THE ow what's below. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoudig I W, DRAWBARDR""""` SCALE: NTS K L I N D E R RD PVMT SEC SCALE: NTS 03 OF 67 LEGEND < DEMOLITION PLAN SHEET NUMBER 22 23 W. VICTORY ROAD X x _265 x_,_5.34' W EGP _ _S89°06'48"E _ _ 27 26 — — — — — — �S89°07'S1"E -- — 10 - — _1327.90'_ 10 — — -S89°06'48"E — ° 24 — — 1327.81' 25 SO°33'37"W > 25.00' " "� I❑❑ ��° " x I I I I 0 x 19 ❑ I oFf x I� I WI 0 I I I x x x J 0 E I I I I o w x W BURNSIDE RIDGE x x \ ESTATES NO. 6 \ I W x W (NOT A PART) I I I ❑ x I I I L x 09 I 00 I � Lu Q x :� x Q df x I x x x w x I x x 00 x W m U x I BURNSIDE RIDGE I /\ Z ESTATES NO. 3 II Lu a (NOT A PART) o L0 x I 0 co N Q O � ❑ N N Z Q w x \ W Z o 0 �\ l p �p m: CS J \ C) cu M \, — — — — — — - _ — - - - - - - - - _ _ oN N p — — — — — — — — — — — — — — � O 0 cn oic \ I \\ 3 \ I 110 \ 09 I O Z I \ � I z 0 N I N ` I� - - - - - �- - _ _ — - - - - - - II Q WCAKIN S LA - - - - - - -TERqL — J Y � � II w < 0 0 I cn o � o z \\ II BURNSIDE RIDGE N BURNSIDE RIDGE z w LI.J Q \ I ESTATES NO. 7 I Q ESTATES NO. 5 \ F _ (NOT A PART) \ \ I (NOT A PART) I Z Q 3 N W 3 \ G x \ \ w N I _ L0 � U o - - - - - - - - — — _ — — N rj z \\ - — — — — — — — — I I I U \ O W x \ I� N NOTE: op 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE y x I \ \ UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA \ \ BURNSIDE RIDGE 10 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. am ESTATES NO. 2 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y n \ \ I 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL 3 \ \ ) U) BURNSIDE RIDGE (NOT A PART CONTROL LINE AND CURVE DATA. ESTATES NO. 4 \ \ o } } m 0 o x co (NOT A PART) 0 \ \ \ z Y z U Y \ \ \ O Q w (!J a \ \ I Lu w 0 \ \ GRAPHIC SCALE IN FEET o v o Q x \ \ I I 0 75 150 300 2 \ \ I o - - - - - - - - - - - I o \ - - - - - - NORTH g o IL o \ rn ~ I ❑ \ Y N Z o x \ Ch W LLJ C' 1 I \\ Q O z T N — _ S89°10'5_7"E S89°11'37"E —��3 z_ v j � CL — 1326.44' - - - - - - _ - - - - _ _ - - � — _ Q o N \ 1286.44' \ w w w c� Q II \� 6 125 < 0 J J U S89°11'37'E wW I. Q Q Q — \ 40.00' SEAL N co I � � t \ o co ASS\ONAL £NG� �\CENSF10 w a z m 1994 Z) I �1/21/ 60 0 c I TF`T£ OF o N DER 0 M 26 Q5 co j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 35 36 C.0 SHEET NO. U t CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N in UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 2 .01 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 04 GF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig LEGEND O1 GRADING PLAN SHEET NUMBER 22 23 2655.3' S89°06'48"E W. VICTORY ROAD — s89°06'48"E _ 23 24 27 26 — — — — — —N89°07'51"W '�— — ii ii — ii — ii — ii — i�1327.9'ii — ii — ii — ii— ii— ii — — — — — — — _ SO°33'37"W / — — — — — — — _ 1327.8' — — _ 25.0' 707 LOD LOD LOD — LOD — I I I Lu i Q I I I I I I 0 I I I I � � I I I u- I I I I U) BURNSIDE RIDGE \ I ESTATES NO. 6 \ (NOT A PART) I I I I I of i o I I I � I I I BURNSIDE RIDGE ui ESTATES NO. 3 I I Lu a (NOT A PART) I o Lo U) 00 U � N r� I ❑ N z N Q .5 w W z U CD O CS CS N I� W. BLUE DOWNS ST M J 00 obi Q � ■ � Y co cn cn Euj l _ \ 0 — — :I N S� 12 W. SMOKEY LAKE DR w O ,L 11 o z 0 ' I z U) z Lu z 0 O� Q Q o E — Y U) I d BURNSIDE RIDGE W Q N BURNSIDE RIDGE ESTATES NO. 7 W i — ESTATES NO. 5 I (� 3 (NOT A PART) \ 1 I (NOT A PART) I — o � \ LJ � — Q W L III \\ \I w G c U -1 u/I r^ LLJ UJ / O P� NOTE: Q.v �I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO m OTC' I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE N UNLESS OTHERWISE SPECIFIED ON PLANS. o I \I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA BURNSIDE RIDGE J STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. �00 ESTATES NO. 2 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y 0- NOT A PART 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL 0 3 BURNSIDE RIDGE -v� ( ) I CONTROL LINE AND CURVE DATA. 0 3 ESTATES NO. 4 } m U M (NOT A PART) �� I o m LQLJ o U I �1 I I � � Lu W VJ Y / Q \ O w o GRAPHIC SCALE IN FEET 0 = w Q R 0 75 150 300 � v U � a z NORTH g o0 o II } o z o I I Y a w w S89°11'37"E Lo o \ •• n Q ° W. 1 — — — — _ _ S89°10'57"E 40.0' z z z z — 1326.4' - - - - - - �- - - - - - S89°11'37"E - - - - - - cD _ > Q o N 1286.4' z w w w ❑ o 26� 125 Q O Q Q o Q C2 U Q� U U W w 001 if) ~ N cj Lo SEAL Nc/) � ;�I� N � t ASS\ONAL £N�i c o �\CENSF10 ❑ Q w a z m 1994 m I �1/21/ 60 0 c I TF`T£ 3F o N DER 0 M 26 Q5 a 6, M J y EXPIRES 10/20/27 iri 3 35 36 C SHEET NO. U r p _ N 0 m 0 2 .02 U • O L 'o o a 05 of 67 LEGEND 22 23 28 29 �X PAVING PLAN SHEET NUMBER _�2655.34' _ - - - S89°06'48"E W. VICTORY ROAD 30 27 26 - - - - - S89°07'51' �� i ii ii - ii - ii-- ii - - - - S89°06'48"E 23 24 LINE TABLE - - - - - - =1327.90 - - - - - - - - - - - - - - - - - 1327.81' _ - 25 - I LINE LENGTH BEARING SO°33'37"W I I I L1 553.81 NO°32'39.91"E 25.00' I I I I I L2 53.00 S89°06'37.60"E W I QI I I I I L3 145.57 N0032'39.91"E L4 52.79 S47025'46.67"E I J 15 Q L5 229.68 S42006'22.67"E L6 26.21 S32010'03.82"E L7 21.83 S32°10'03.82"E LL L8 312.43 S43°01'54.00"E U) BURNSIDE RIDGE \ I L9 140.00 S43°01'54.00"E I ESTATES NO. 6 _ \ (NOT A PART) L2 I I L10 145.98 S46°58'06.00"W I L L11 44.59 S46°58'06.00"W `J I I "0I M L12 49.06 N89009'15.70"W o V) L13 54.41 N57°49'56.18"E L14 840.23 S89°08'35.67"E 16 I I L15 131.38 S89°08'35.67"E L16 76.90 S89°22'44.00"E I I L17 233.99 NO°37'11.18"E O L18 101.87 N89022'48.82"W L19 77.53 N0037'11.18"E L20 23.50 NO°37'11.18"E BURNSIDE RIDGE j I I L21 251.46 S89°09'02.09"EUi ESTATES NO. 3 .,, I (NOT A PART) 17 L" i I I CURVE TABLE Q o N o ❑ N N N L21 , CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT a o �- W: 1 Z o Cl 752.34' 616.05' N24°02'23"E 598.98' 46°54'59" 326.48' o co W. BLUE DOWNS ST 27 ,�� 6 C2 799.34' 137.36' N53°00'39"E 137.19' 9°50'45" 68.85' o N o. - 31 ■ � Y co S L18 z z, / ❑ C3 744.00' 217.87' N49042'24"E 217.09' 16046'41" 109.72' N I N0 G'`0 \ 19 26 J 0 I j C4 744.00' 100.13' N37°27'44"E 100.05' 7042'39" 50.14' o m MirW �� I Gip L16 C5 750.00' 130.10' S37°08'13"E 129.93' 9°56'19" 65.21' A I 23 24 18 �s p C6 750.00' 142.21' S37°35'59"E 142.00' 10'51'50" 71.32' ,G < � L14 3 Ll C7 100.00, 76.58' S68°54'25"W 74.72' 43°52'38" 40.28'O 25 W. SMOKEY LAKE DR' C8 100.00, 57.64' N74°20'40"E 56.84' 33°01'28" 29.64' C9 150.00' 114.95' N68°54'10"E 112.16' 43°54'28" 60.46' � O z 1 I �I z C10 150.00' 114.33' N68°47'06"E 111.59' 43°40'20" 60.11' (n v W z Mir 0� z Q p E \ \ \ \ 20\ - alip �/A \� z I "li 22 n BURNSIDE RIDGE W L I BURNSIDE RIDGE ESTATES NO. 7 �I W ESTATES NO. 5 \ L12 (NOT A PART) (D - 3 (NOT A PART) \ \ � G� 'I Q 0� W �\ 32 W U WO y I 21 U) 22 °°. `° z N NOTE: 2 V �I W 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO OC�P AI BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE N UNLESS OTHERWISE SPECIFIED ON PLANS. I v I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o a BURNSIDE RIDGE 33 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. ESTATES NO. 2 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y 3 NOT A PART 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL a BURNSIDE RIDGE ( ) o \ CONTROL LINE AND CURVE DATA. (D } t ESTATES NO. 4 m a I (NOT A PART) oLLI w 0 ` GRAPHIC SCALE IN FEET o o U o Q R 0 75 150 300 CL I > z a acl NORTH g o } o Z ° co o w I I LLI rn LO w ° W. _ _ _ _ N89°10'5_7"W S89°11'37t$ 34 z 0 z a z 1326.44' - - - - - - �- - - - - - - S89°11'37"E - - 40.00Ll O _ o 0 1286.44' 2 �5 � LU w w o Q C2 v � � U U a w 00Icy) +C-4 SEAL w cD N Uj CD N \OE CANSF�c��F� w a z m 1994 m � I s1/21� 60 0 c I TF`TE OF CD N DER 0 M 26 Q5 a 6, j 3 EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR C.0 r 35 36 SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ^ .0 Y Ef 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 ow what's below 06 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig LEGEND �X LIGHTING AND SIGNAGE PLAN SHEET NUMBER 22 23 — — — _ — — 2655.34' — 38 ° W 38 �� —�� —�� — �� — // —S89 06 48, E —W. VICTORY ROAD //— // S89°06'48"E 23 24 27 26 S89°07'51"E — — — — — - - — — — _1327.90 — _ _ — — — — — — — SO°33'37»W ., — — — — — 1327.81 — 25.00' — — — — — — t — i 25 I I I I I I I Q I I I I I I � I I � 39 I I I I I BURNSIDE RIDGE I ESTATES NO. 6 (NOT A PART) I I C� � 0I o I N WTm I I I I I L I U v I I BURNSIDE RIDGE I ESTATES NO. 3 ` ,,, 39 L I I a (NOT A PART) o L0 I � � N Q O_ � I ❑ N N Z - Q .tf o - VJ 1 a� O O O O } co �I W. BLUE DOWNS ST > M LU 0 0 co co N > N m No 0; � � � .E I I I I I i — 37 � 39 LLJ L \ — — I Q Q 3 O s� W. SMOKEY LAKE DR' w (� — �, z z Cn L co '9\ 0 z ~ z Q 0 Q — /A w (� z I "li BURNSIDE RIDGE Q N BURNSIDE RIDGE ESTATES NO. 7 �I w zESTATES NO. 5 - (NOT APART) - — I (NOT A PART) ``I / \ I = w 3 00 r" w - I � �, J 10 O y N U) P�— NOTE: Q E 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO OCR AI BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE N UNLESS OTHERWISE SPECIFIED ON PLANS. w v I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA BURNSIDE RIDGE STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. �i�- ESTATES NO. 2 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y d 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL co 0 3 BURNSIDE RIDGE �� (NOT A PART) I cl)0 cn O \ CONTROL LINE AND CURVE DATA. (D } ESTATES NO. 4 m m (NOT A PART) < I }m � w } I �' IJj y 139 0- LD Y o = w w a GRAPHIC SCALE IN FEET o o v o R 0 75 150 300 z z a J NORTH g o } o Z co o w I I LU rn LO > 1 S89°11'37"E Q n Q ° W. — — — — — — N89°10'57"W 40.00' z z z 0 z 1326.44' - - - - - - �- - - - - - - S89°- - - - — z C) _ 0 0 1286.44' � w w o Q U � Q0 Q Q W W 2 00 o N SEAL w cU L o N ASS\ONAL £N�i Q�O� CENSF� w a z m 1994 m I �1/21/ 60 Oc I TF`T£ OF o N DER 0 � M 26 Q5 a 6, j 3 EXPIRES 10�20�27 CAUTION: NOTICE TO CONTRACTOR C.0 r 35 36 SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ^ .0 A Y Et AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED L 4 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 07 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig LEGEND �X UTILITY PLAN SHEET NUMBER 2655.34' — — S89°06'48"E W. VICTORY ROAD _ _ _ _ _ _ S89°06'48"E 23 24 27 26 S89°07'51"E '�— — �� —�� —�� — �� — �� — !1327.90'� �� — �� — ��— �i— — — — SO°33'37"W - - - - - ' - - - — — — — — — 25.00' — 2�• 25 I� I I I i 411 W I I I Q I I I I I I I I I � o BURNSIDE RIDGE \ I U I ESTATES NO. 6 \ W (NOT A PART) — — — — — I I I ❑ I 00 00 w 0 I I 43 I I I II � I I BURNSIDE RIDGEui ESTATES NO. 3 I I Lu a (NOT A PART) I o 44 I � N Q � � I 1 ❑ N N I Q U)53 °(0 o�Lu W. BLUE DOWNS ST r, N — I Cu Oo C 0 C3 z z aS N m n O CDN N o� b 52 1 = I o Y I J 45 I — - i 50 ,1 I 48 ` U) — / 46 ic _ cn - 0 r - 49 _ — - ti - Q - � - _ - s W. SMOKEY LAKE DR! TO �7i 1 I 0 Z I I \I J v, a z ~ J Ow \ 51 � ,/ •� I 54 z 56 55 I BURNSIDE RIDGE W L I BURNSIDE RIDGE \ "9� i I ESTATES NO. 7 �' Q ESTATES NO. 5 \ W (NOT A PART) \ \ r — _ _ == (NOT A PART) I Im Q W 46 \� s 56 W -1 PCR \\ I 00 _� Z NOTE: I MI 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO O BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. �I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o BURNSIDE RIDGE STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. �� ESTATES NO. 2 I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m 0 n 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL BURNSIDE RIDGE �� (NOT A PART) I cn U) s I CONTROL LINE AND CURVE DATA. 0 0 < ~ ESTATES NO. 4 � } m o �� I I } i (NOT A PART) z Lu z < III T- U m o cu Y 1< o Q w U) w 0 GRAPHIC SCALE IN FEET o v o `� 0 75 150 300 Q U_ U CL z a I 0 NORTH g o 11 } Y o w o cam') o ui > 1 52 Q Q ° N — — — — — — S89°10'57"E z z r z �_ — — — — — S89°11 37 E 1 z v = 0z 1326.44' - - ---- - - - - — - o 0 1286.44' 6 •125 � J J � U U w U) S89°11'37"E 10 o 0- Cn Cn a w 40.00' 00 � cv+ SEAL t Cn N ASS\ONAL £N�i Q�O� cc,ENSF� w a z m 1994 m I �1\1/ 60 0 c I TF`T£ OF �O o N DER 0 M 26 Q5 co j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10\0\7 35 36 C.0 SHEET NO. U t CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N inUTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ^ .0 Y ? L 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 08 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig DEMOLITION NOTES I APN: S1226110255 O2 REMOVE EXISTING OVERHEAD POWER. NOT A PART)) O3 REMOVE EXISTING FENCE. x 3 3 O4 REMOVE EXISTING TELECOMMUNICATIONS UTILITY LINE. x 3 O8 REMOVE EXISTING GATE. 0 4 4 ci 2 2 2 O EXISTING FENCE TO REMAIN AND BE PROTECTED IN PLACE. x LU o O 10 REMOVE AND DEMOLISH EXISTING DITCH. LU PHASE 1 BOUNDARY �,� Zp�� _ LU m (n � — LOp w � W = 11 EXISTING BUILDINGS TO REMAIN AND BE PROTECTED IN PLACE. LLJ GRADING LIMITS LULLI ~ JI : �j w 0 12 EXISTING GAS LINE TO REMAIN AND BE PROTECTED IN PLACE. 1 3 � W � Z Z I J 13 REMOVE EXISTING IRRIGATION STRUCTURE. > I ` = I BURNSIDE RIDGE U 14 REMOVE EXISTING IRRIGATION LINE. o w U ESTATES NO. 6 Q 3 I o (NOT A PART) 16 EXISTING GRAVEL ROAD TO REMAIN AND BE PROTECTED IN co PLACE. O o J 18 EXISTING POWER STRUCTURE TO REMAIN AND BE PROTECTED Uj I I IN PLACE. o 03 I 19 EXISTING POWER LINE TO REMAIN AND BE PROTECTED IN w PLACE. a F <8> EXISTING TELECOMMUNICATIONS UTILITY LINE TO REMAIN AND o BE PROTECTED IN PLACE. O Ni 0 z i CD U) co N� m � MATCHLINE SEE ABOVE �` N I o Z o N Q '5 00 g 1 \c i Z ° o v co 00 N GRADING LIMITS I W o o .0 �/ \ \ Y coo BURNSIDE RIDGE Qp 3CD CD 0 19 I 11 N ESTATES NO. 3 3 o m 18 a Y (NOT A PART) / PHASE 1 BOUNDARY 2 APN: S1226110255 APN: S126110193 0 -9 3.02 3.02 ��. (NOT A PART) I (NOT A PART) CC to I L I 3 / 3 3 1 3 Ni 0 3.01 X X i Obi - - - - - - - - - — — —= - - - - - - _ _ — 70 8 9 10 8 10 I I w Lu 0 ' 3.01 3.02 w 3 I "� _ E Y I W T I I Z N' 0 3.02 W z Q 3 I 4 I I I m — rl� 0 N I NII J W KEYMAP W O �� I I� NORTH N.T.S 0 s 0� 16 LU I ^I (n w LU w NI; NOTE: _ w w � EG\ \ W\ LIJ I Z 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO CAL LA�EG EG _ ` 3 � BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE y \ �xT ERAS ` — — — — __ _ Z_LLJI II 0 J UNLESS OTHERWISE SPECIFIED ON PLANS. —x ` ` p — __ __ i (n 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA zzlt D J i STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. oa ` \ I i LOD g U i b LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m Y 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL s BURNSIDE RIDGE �� \ I ~ \ ` I Q CONTROL LINE AND CURVE DATA. } CD 3 ESTATES NO. 5 m DO 3 I c o o ( ) oo IF o m oLU� a �\ GRAPHIC SCALE IN FEET 0- o v o = a — BURNSIDE RIDGE I 0 40 80 160 g U \ �0 2 PHASE 1 BOUNDARY �' Q \� LOD ESTATES NO. 7 I I 0 o \ I LOD (NOT A PART) I I N� o N Z o \+ I ♦ I W I Ch LU ow' 0 \ I GRADING LIMITS Q d r Q z 0 _. \ z z .. LU \ I > Z U LOD w w w o Q \ \\ I Q O Q Q w U) 2 I \\ \ I I I o a W W \ I N SEAL w LU \ L cD � — �SS\O \CENS 10 w BURNSIDE RIDGE I 3 ° 9 I co m BURNSIDE RIDGE III 1994 ESTATES NO. 4 I oo I 1/21/ 6 (NOT A PART) °o 00 ESTATES NO. 2 0 I I N s�'TF oP�o \� (NOT A PART) J I I TF� OF gP�O N W L \ I I I OF EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR C.0 t SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A, .O w Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 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 ow what's below 09 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig LEGEND DEMOLITION NOTES E:l EXISTING PAVEMENT TO REMAIN O REMOVE EXISTING PAVEMENT AND DISPOSE. W. VICTORY RD. E:l EXISTING PAVEMENT TO BE REMOVED O2 REMOVE EXISTING OVERHEAD POWER. E0R—EO -FOR—-FOP— 4 7 4 O3 REMOVE EXISTING FENCE. —EO EO" EOP \::_ W w -- EOP EOP- EO E0, EOP EOP EO!i 7 1 w w W w w w W w -EO �.EOP 4 REMOVE EXISTING TELECOMMUNICATIONS UTILITY LINE. 1 — 1 O 1 - - - - - - - -- — — _ _ _ _ _ __ _ __ _ _ _ _ W // O5 REMOVE EXISTING LIGHT STRUCTURE. tom, t�� /� /� /i /� m If� TEt—TEL TE TEE--TEt—TEE—TEt TEL TEt— �Et—TE TEL TEL: TEE—TEE—TEE—TEL--TEE—TEL--TEE—TEL--TEt—TEL--TEE- - W-t--TES—TEt— O EXISTING OVERHEAD POWER TO REMAIN AND BE PROTECTED IN p 4 19 0 — — — Olin �; — w1. NORTH PLACE. 6 4 3 19 0 3 W 1 x 19 3 LU O7 EXISTING ASPHALT PAVEMENT TO REMAIN AND BE PROTECTED I 11 0 PHASE 1 BOUNDARY 30 J IN PLACE. 2 O8 REMOVE EXISTING GATE. 161 � — — — 3 — — — — — — U 16 LOD ODI LOD LOD LOD LOD LOD pp Q 9 EXISTING FENCE TO REMAIN AND BE PROTECTED IN PLACE. g 6 LOD LOD LOD O o g BURNSIDE RIDGE GRADING LIMITS 9 x ESTATES NO. 6 16 10 REMOVE AND DEMOLISH EXISTING DITCH. a U II I I I W (NOT A PART) w 11 EXISTING BUILDINGS TO REMAIN AND BE PROTECTED IN PLACE. o I I O OEXISTING GAS LINE TO REMAIN AND BE PROTECTED IN PLACE. Q 0 13 REMOVE EXISTING IRRIGATION STRUCTURE. a 15 EXISTING LIGHT STRUCTURE TO REMAIN AND BE PROTECTED IN W. VICTORY RD. PLACE. 7 X X X X X X X- -EOP E w 1 4 16 EXISTING GRAVEL ROAD TO REMAIN AND BE PROTECTED IN PLACE. EOP EOP EO 1 EOP EOP EO" c fv c W- - MO w W —W w w w E0�w EO •EO EOP EO EO" oo 0 -- — — — — W W W W O — — — — — 0 17 EXISTING IRRIGATION STRUCTURE TO REMAIN AND BE 0 / PROTECTED IN PLACE. �/ E _ // // // 0 18 EXISTING POWER STRUCTURE TO REMAIN AND BE PROTECTED Et—TEt—TEE W Wit—TEL TES—TEt TEt— Et—TEt—TEt—TEt—TEt—TEL TEt—TEE TEt--TEt—TEt—TEL TEL—TEt—TEt--TEE TEL TEt—TEt—TEt—TEt—TES ��O— NORTH RT H LU t—TEL T y IN PLACE. Et— t—TEt—TEt--TEE— ��g142 — TE 18 z 8 19 4 3 19 3 2 3 19 EXISTING POWER LINE TO REMAIN AND BE PROTECTED IN J PLACE. ^ z = PHASE 1 BOUNDARY MATCHLINE SEE SHEET 3.01 Uj Uj � — — — — — — — — — — — — — — — — OO EXISTING TELECOMMUNICATIONS UTILITY LINE TO REMAIN AND BE PROTECTED IN PLACE. a Q REMOVE EXISTING POWER STRUCTURE. o o co co LOD — LOD OD LOD LOD LOD LOD LOD LOD o N GRADING LIMITS BURNSIDE RIDGE LOD LOD --~� Q ESTATES NO. 6 �op EXISTING GATE TO REMAIN AND BE PROTECTED IN PLACE. Of o ) N (NOT A PART) O4 EXISTING WATER LINE TO REMAIN AND BE PROTECTED IN c00 oPLACE. J 0 a co 0 Y EXISTING IRRIGATION LINE TO REMAIN AND BE PROTECTED IN N PLACE. m c U O O6 EXISTING SEWER LINE TO REMAIN AND BE PROTECTED IN Y 0 PLACE. EXISTING SEWER STRUCTURE TO REMAIN AND BE PROTECTED IN PLACE. L O8 EXISTING HYDRANT TO REMAIN AND BE PROTECTED IN PLACE. I 7 7 6 S. LINDER RD. 7 8 7 9 REMOVE EXISTING STREET SIGN. 0 w p n 10 w 15 4 0 Lx- U) W w —EOP EOP EO )P EOP 0 EO 0 a EO EOP EOP // Eo Eo EOP Eon EOP EOP EOPE EO E o3 03 d03 ® 03 J do3 �c 0 EXISTING MAILBOX TO REMAIN AND BE PROTECTED IN PLACE. W W M M M c M— 1 I M M m c `o -_--___--____-___ -___-_ _—__________----- _ -- o cc cc c CC— Q —SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ® SS o S � .E r—// // // // // // // // / U // // // // // // // // // // // w SS_ '^ V/� ) v, Z L 011P 31�31 31— _ �31�31---431 :131----+31 �3 31 31�31�31�31 �_31�31 _ 131 O W Z Q X X — 0 0 0 w y 2Hf X_ X — 4 z Z 4 -c3.02 3.02 W O Q p 2 2 I 2 2 4 2 4 2 J I 18 — / — 3 3 — 3 / I 10 10 I 0 5 3 I - - - - - - - - - - - - 3.01 J W O3 Q � E C W X I I I MATCHLINE SEE SHEET 3.01 PHASE 1 BOUNDARY G p -1 I I I — �� III i x l 1 1 BURNSIDE RIDGE 0 i I I I ESTATES NO. 7 3.01 3.02 W (NOT A PART) m O i�r i N 3.02 oa J V � IIIIIII � � � Y 8 7 = 3 7 7 cn U) 6 = S. LINDER RD. 23 } } O � O t 3 X 4 0 03 d03 03 0 003 03 �d0 0 1a ® -d03 003 00 W d03 03 3 —d03 -d03 d03 003 a03 a03 d03 d03 d03 d03 d03 d03 `d03 -d03 d03— N.T.S j z LU W W O � M M M M M M M M M NOTE. 0 w 0 w o w 1 = 2 w --- �-.--� — — — — — — — — — — 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO Ucl -ss s ss SS SS SS SS SS SS ss SS ss SS SS SS ® SS SS SS ss SS SS SS ss SS SS SS SS SS SS SS p ss� g � m // // / 0 Eoa- BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE o aeam Q o UNLESS OTHERWISE SPECIFIED ON PLANS. c' Z4� 3 31 �31�31 31 31 31�31 1�31 31— O O - - -W - - OH o ol+po o O o 0 0 0 0 0 0 0 0 0 0 0lp 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA g 0 w 1 _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - = STANDARDS. CROSS SLOPE SHALL BE LESS THAN2%. w N Z o H LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. co uj — — uJ ji 6 — 2 4 — — 6 — 2 4 — 9 — 0 19 — — — — 2 — — 6 — — 4 p 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL g Q 0 0 Z 1 z CONTROL LINE AND CURVE DATA. z zo r z of N - - - - - - - - - - - - - - - - - - - - - - - � GRAPHIC SCALE IN FEET U J - - - 9 0 20 40 80 z U w = 9 PHASE 1 BOUNDARY w w w ,� ¢ U c U 19 - - Q o Q Q < E ® — — — — — — — — — — — — — — — — — — — — — — — — — U U 2cn Y < 7 GRADING LIMITS I 16 a u~i apt 40� Q0� Ov i 70� 40� QOl 40� aCI� I 40� SEAL w w ASS\ONAL £N�i LU MATCHLINE SEE SHEET 3.01 I Q�oF �\CEN o SF�z 1994 � x BURNSIDE RIDGE I A x I I I � ca W I NOT A ESTATES NO. 2 o y PART I 1 21 6 ( ) ox �F TF OF � o I I mll << ER M 0P j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 N t SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 3.02 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 owwhat's below 10 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig APN: S1226110550 (NOT A PART) 75' NORTHWEST PIPELINE I I GRADING CONSTRUCTION NOTES RIGHT-OF-WAY, INST. 390288 & 2024-010876. X O1 INSTALL BOULDER RETAINING WALL PER STRUCTURAL ��FF FF f �� I SPECIFICATIONS AND PLANS. LENGTH, TOP OF WALL ELEVATION, Ff f� BOTTOM OF WALL ELEVATION PER PLAN. 12698.22 LP I - 0.50% \ \ ' I III I O2 CONTRACTOR TO SLOPE FROM PROPERTY LINE TO TOP OF 2 99.65 FG RETAINING WALL PER PLAN. 3:1 MAXIMUM. 2 I / \ I CONTRACTOR TO SLOPE REAR YARD AND INSTALL YARD BLOCK 2 I I 2699.05 BC 2698.18 BC I I I DRAIN(S)AT TIME OF HOME CONSTRUCTION PER DETAILS 2, 3, & 2599.96 BC I I 2698.34 BC 2698.87 BC / I I �� I I I I I 4 ON SHEET 4.01. 0 I , 2698.47 FG 2698.62 FG - ; / I p I \ I I �\ ��/ / - / \ O5 CONTRACTOR TO DAYLIGHT TO EXISTING GRADE PER PLAN. 3:1 MAX. 2699.60 BCjig G I I I /� I I I / W _ F_ - - - I 1.03 2698.80 FG I 12698.95 FG , 1 I II I II LEGEND BLUE DOWNS ST 1.00% o I _ _ I \ i \ I //� \ °\/ I I I OA "TYPE A" GRADED LOT. CONTRACTOR TO ROUGH GRADE LOT - 0 2699.49 FG O O Oi _ / \ \ I I I I PER "TYPE A" DETAIL ON SHEET 4.01. L _ 8 5 \ o I FF=2700.54 FF=2700.22 4 FF-2300.37 \ / %I l / I I I I I I OB "TYPE B" GRADED LOT. CONTRACTOR TO ROUGH GRADE LOT o ' I I DG=2699.54 I DG=2699.22 BLOCK 1 DG=2699.37 I _ \ /� '� I I - \ I I I PER "TYPE B" DETAIL ON SHEET 4.01. r. 2699.20 LP I I I I I GRADING NOTES 2701.39 FIG I I 2699.9E EG 2699.8E EG 2700.0E EG 2700.2E EG 2700.Of EG 2700.0± EG I 2699.59 FG - \ I �I 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF '�X X X X�_ - BLOCK 3 u I 19 _ 2 2700 72 FG 2700.10 FG F - 1 .03 _ ! BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY \\ SEE SHEET 5DE FOR I I _. I 27 .65 FG I I l 0 �� AND/OR IF IT IS HIGHER THAN ANTICIPATED. \\ I I I DRAINAGE DETAILS o LLJ> I I 2700.62 FG N I Q III _ 2. INFILTRATION SHALL BE TESTED AT THE TIME OF EXCAVATION. N Q 2700.43 FG ,O III ACHD SHALL BE PRESENT AT THE TIME OF TESTING. I I rD .0 I III 3. INFILTRATION RATES SHOWN ON PLAN PER a O 1.03 I I III RECOMMENDATIONS IN GEOTECHNICAL REPORT PREPARED I I LIU I ® III BY MATERIALS TESTING & INSPECTION, DATED 11/13/2019. A 0 � \\ � I III1= FF=2701.19 FF=2700.83 I FF=2700.50 I FF-2700.15 I FF-2700.37 \ I 3 2 I I 7 6 4 ! ; " - I Z I I GENERAL NOTES FF=2700.86 FF=2701.36 Uj I I FF=2703.17 2 DG=2700.19 Lm DG=2699.83 I DG=2699.50 I DG=2699.15 DG=2699.37 \, DG=2699.86 = I I FF=2702.57 = /` I j DG 2700.36 I I DG=2701.57 DG-2702.17 02 2701.91 FG I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK _ 1.09% I OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS - - �•. / I I OTHERWISE SPECIFIED ON PLANS. 2701.60 FG I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA \ 2700.47 HP I o I 2702.65 HP I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2/0 \ III I ( LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. I I 2700.06 SW I \ \I / 2702.32 FG I I I I 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL z CONTROL LINE AND CURVE DATA. ^ ui _ 699.88 SW 2699.53 SW 2699.20 SW 2698.85 SW 2698.50 SW I 2699.06 SW // 2699.56 SW I \ .: 2702.08 SW /,.;. I I - -. :�: - - - - - - - - - - - - - - - - - - - - �� ' - \ 2700.70SW I 2701.26SW i jam - >' I I a 2701.67 BC - - 2699.69 BC 2699.33 BC 2699.00 BC 2698.65 FG 2698.31 BC 2698.87 BC 2699.36 BC I \ I LO U - - - - - 6 - - 0.80% 2700.50 BC 2701.06 BC �2�p2 2702.14 BC C I I 1 o _0.50� _ W. SMOKEY LAKE DR 2�pp �-� pr-A 2702.33 SW 1.03 =:I I o N 26gg ��2- - - 0.80% - - 21 0 - I a co z o 8.39 �LP �� 2g99 2700.27 FG �� 2701.40 FG 2701.82 BC \ II I I o CD 2699.81 BC 2699.45 BC 2699.12 BC 2698.76 BC i 2702.01 SW II II w o co_' cV _ _ _ _ 2698.77 BC 2699.37 BC - 2699.78 BC 2700.44 BC 2700.98 BC 01.46 BC 2: 1 I I - O _ 2700.00 SW I 70 2699.64 SW I 2699.31 SW - 2698.37 BC `• - - 2699 - - - - - - - - - - - - - - _ 2: 1 I II II 4.02 ■ Yas _ - I I 2698.96 SW I �� j 2698.96 SW I 2699.56 SW I 2700.12 SW I 2700.65 FG I 2701.18 SW 2701.65 SW _ ' III I N c) LLJ I 2698.57 SW I I I II ,':: I II I O O U) ° I N O �0 > I m = 2699.41 FG I I III I E SEE SHEET 5.21 FOR D / I II I I 4.02 4.01 W DRAINAGE DETAILS 1.03 II II I I I W O O O �-Ln I I III I I Cn A o 2699.89 FG ! 0 A A e I BLOCK 4 w 13 12 11 10 I I I I I I I I I III z FF=2701.30 I FF=2700.95 I FF=2700.62 I FF=2700.26 I I : � I FF=2700.87 FF=2701.28 I 6 IIII s 2 / 2: 1 1;:•' I III I O J DG=2700.30 DG=2699.95 DG=2699.62 DG=2699.26 BLOCK 4 I FF=2701.94 I FF=2702.48 I FF=2 02.96 I FF=2 03.32 FF=2703.88 2: 1 = I; DG=2699.87 DG=2700.28 DG=2700.94 DG=2701.48 DG=2701.96 DG=2702.32 DG=2702.88 I I,II I I Z .'. lo I II III I Q 1 286' I I, w I II KEYMAP W Z T: 2703.60 I T. 27Q 95 I I N.T.S Q 2700.64 FG o 1 1 I T: 2701.95 1 I N o T: 2701.95 I I I •.;�;•". I III B: 2700.30 I B: 2699.95 B: 2699.62 J 1 I 2699.87 FG I I I I III I Q J Q I I N B. 2699.26 2 - - 2699.�EG I I I 3 3 .E GRAPHIC SCALE IN FEET W z N N I III I I I 0 20 40 80 Q .: ICI IIII W Z Q \ 2 2 - - - - - 2701.6E EG w 2702.0E EG 2701.6E EG 2701.5E EG 2701.4E EG 2701.5E EG 2701.1 f EG 2700.9E EG I I 11 � 3 'n 2701.85 FG o ` 0) o I v I I I NORTH Q 0 o _ W 3 5 BURNSIDE RIDGE I III Q ESTATES NO. 2 BURNSIDE RIDGE W (NOT A PART) p`L ESTATES NO. 7 I � I Q Y `L1 (NOT A PART) 3: 1 SEE SHEET 5.17-5.20 FOR I .. . I I I z SEE SHEET 5.21 FOR 2702.30 FG CINDER ROAD GRADING I i ! Il DRAINAGE DETAILS & PAVING DETAILS. 5 I Q 2705.62 FG) a .5 m 2704.62 FG r-- o 2705.30 FG I - - - - - 2704.62 FG o 2. DRIVEWAY1. SHEET (VARIES)FRONT LOT LINE. N 2705.62 FG rn�V FLOW ARROW (TYP.) o 2704.62 FG - - - 2704.62 FG I I o 1 2705.62 FG I I I I 2702.74 FG Y U W Q 3 I I J I I I I / } I I 2704.62 FG � � 3 - 2705.76 FG 2704.62 FG 2 / SIDEWALK m o 0 2705.74 FGLLI / / CURB AND GUTTER z Y Z - 2705.88 FG 2705.86 FG / / STREET Q w 2706.17 FGDD 2702.61 FG / / o U o Liu 1'38% YARD DRAINS WILL BE p u, a 2705.88 FG N_ cN z y - __ N_ INSTALLED ON EACH LOT AT oo p REAR YARD SWALE EXACT LOCATION TO BE ICD Q s - - TIME OF HOME CONSTRUCTION: o a 2704.60 FG 2703.91 FG 2703.21 FG I TO CAPTURE ALL 0 rn ,• : . 5 2705.29 FG SIDEWALK REAR DRAINAGE • DETERMINED BY THE HOME U N z BUILDER: SEE DETAIL THIS g f \ I co 2705.76 FG I CURB STREET �' SHEET �j O N : / / \ I I I I 2704.62 FG / REAR LOT LINE Q 0 II z 2704.62 FG w a `\ I I I I I 2705.7A- FG LOT GRADING DETAIL TYPE "A" SCALE: NTS 2 LOT GRADING DETAIL TYPE "B" SCALE: NTS 3 TYPE "B" LOT DRAINAGE DETAIL SCALE: NTS � � Z U 0 \ - - 2705.62 FG w w w U Q \ I _ _ _ _ 2704.62 FG I _ 1050 OR SIMILAR < 0 U U 0 0 10' GRATE, NDS NO. §j J J aU) c \'� \\ - - - - - � � �/ I I .= z CALKINS o D- W W 2704.62 FG I �� -� - !-� �- c� PROPERTY z N LATERAL SEAL N \ h� 2705.62 FG 2705.62 FG I -� -� -� - 11-I I I-d�- z a D U \� : \ 2704.62 FG -II I-III I I I I -1 I z a cn LINE a J w o \ 3: 1 2704.62 FG s" ADS PIPE Q w �10' 25' 25' o��SS\ONAL �G��F LENS � w 2706.56 FG 1-1/2" DRAIN ROCK a j I w� I ESMT ESMT w a 5 I > ASTMC-33 SAND w = I J Ld ?�I I 1994 a w -� HIGH LOT _ �P� I 11/21 / 60 P o CD \ _ \�` m �\ o �; I I �F ` of e �o \ \ GROUND WATER / M m SLOPE PER PLAN SLOPE PER PLAN I ER F a `" `,4 ( (VARIES) EXPIRES 10/20/27 co j 3 CAUTION: NOTICE TO CONTRACTOR VARIES LOT I I coc\j U r LOW LOT I I SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , o m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIESc,j A .O A Y 0 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 4 I ' ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION NOTE: YARD DRAINS CONSTRUCTED BY HOMEBUILDER. TOo CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE BE REGISTERED WITH IDWR AS SHALLOW INJECTION WELL. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING (now what's 4 YARD DRAIN DETAIL SCALE: NTS 5 RETAINED REAR LOT SECTION SCALE: NTS 6 CALKINS LATERAL SECTION SCALE: NTS 11 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoud1g \ GRADING CONSTRUCTION NOTES \\ \ + O1 INSTALL BOULDER RETAINING WALL PER STRUCTURAL SPECIFICATIONS AND PLANS. LENGTH, TOP OF WALL ELEVATION, \ \ BOTTOM OF WALL ELEVATION PER PLAN. 2700.2E EG \ O2 CONTRACTOR TO SLOPE FROM PROPERTY LINE TO TOP OF RETAINING WALL PER PLAN. 3A MAXIMUM. \ A - \ CONTRACTOR TO DAYLIGHT TO EXISTING GRADE PER PLAN. 3:1 _ _ _ / MAXIMUM. EXISTING GRADE IS TO BE MATCHED OUTSIDE OF /�\ \ FF=2701.54 •' / / / BOISE PROJECT BOARD OF CONTROL EASEMENT FOR CALKINS DG=2700.54 �: / / LATERAL. \ \ 2700.4E EG CONTRACTOR TO DAYLIGHT TO EXISTING GRADE PER PLAN. 3:1 \\ A \ MAX. T: 2701.16 B: 2700.36 10 / / , \ LEGEND \ / FF=2701.85 '•: \ \/ DG=2700.85 � / / ,/ O "TYPE A" GRADED LOT. CONTRACTOR TO ROUGH GRADE LOT / EG \ / PER "TYPE A" DETAIL ON SHEET 4.01. (2700.04 FG � 2700.5E + • . .\ 0 2700.23 SW jI- ` \ GRADING NOTES \ 259' 1 1 T: 2702.03 / -9 / B: 2700.51 11 / d / 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF / APN: S1226110255 _ + FF=2702.16 / �j0 "7' GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE 1 g / (NOT APART) /_ - DG=2701.16 ,/• / O j /j� - - / BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY • / 2700.7E EG �, - - AND/OR IF IT IS HIGHER THAN ANTICIPATED. \ / j \ 2700.35 BC ^O� r.'j �S� \ 2. INFILTRATION SHALL BE TESTED AT THE TIME OF EXCAVATION. SW �Q S ACHD SHALL BE PRESENT AT THE TIME OF TESTING. T: 2703.13 /,•;. / �/ " �. 3. INFILTRATION RATES SHOWN ON PLAN PER B;2700.74 12 �Q� / 2700.15 BC Oq �� RECOMMENDATIONS IN GEOTECHNICAL REPORT PREPARED FF=2703.03 2700.35 SW V BY MATERIALS TESTING & INSPECTION, DATED 11/13/2019. - - - DG=2702.03 / "� 14 Sl0 a ` p •BC FF=2701.65 BURNSIDE RIDGE GENERAL NOTES 2700.66 / 2701.2E EG DG=2700.65 ESTATES NO. 2 \ 2700.86 SW / _ T: 2703.60 1 (NOT A PART) 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK ` � � \ OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS T: 2703.13 - / 2700.47 BC \ / "� / OTHERWISE SPECIFIED ON PLANS. 2701.18 FF-2704.13 / / 2700.66 SW O 1 / //// // 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 1 15 �3 / STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. MATCHLINE SEE BELOW DG 2703. 3 \ �. / ` \ \ \ LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. O 2701.72 SW \ � FF=2701.97 00 \ \ \ 2701.53 BC / 2701 \ 2700.90 FG O DG=2700.97 \ / \ \ 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL T: 2702.55 1 1 T. 2703.13 O \ �O \ BLOCK 4 \ / 2 / CONTROL LINE AND CURVE DATA. B: 2701.51 \ "� T: 2703.60 A mr B: 2702.12 37 1 10 00 \ I 1 T: 2702.5 140, / 1700.82 BC q B: 2700.97 - 1 20 B: 2701.57 \ FF=2704.13 2701.01 SW / ' •1 I I ( \ DG=2703.13 16 FF_2708.28 ^ z • I I I I \ 27 DG 2707.28 �� ; 02 FF=2702.32 2702.63 BC / DG=2701.32_ - - - - - - _ / Uj 18 I / \ 2702.82 SW -/ / - - - _ _ _ - - - - - T: 2704.32 \ -� 2706.94 co - - 17 1 g 1 - - - - 1 s� �. 2706.75 BC co FF=2703.90 FF=2703.90 'B K 3 \ / B: 2701.32 O,o '`' / / \ // u o N FF=2703.55 \ �;' 2702.06 BC \ \ v a I DG 2702.90 DG=2702.90 DG=2702.55 / \ \ O F \ / ` \ / �' o N I 2702.25 SW \ / // �; Z N 2702.68 HP a o 2702.30 BC \ 7 A.� / 2 A 2706.91 HIP // `. I I '� \ - 2702.49 SW / \ FF=2703.56 O BLOCK 5 /� o a % / �Q- - M\ DG=2702.56 19 �° W O c I I \ 2706.87 SW -000 SEE SHEET 5.21 FOR o r D ` "� T: 2703.36 1 FF=2708.17 °` Y a iU 2701.51' FG DRAINAGE DETAILS \ \ Cc - 2702.60 SW - - 2706.67 BC „�" SEE SHEET 5.21 FOR " \ " 2702.33 FG B: 2701.32 / / - - DG=2707.17 - - / �C U, N - I - - 8 - - - DRAINAGE DETAILS N : 2702.32 SW 2702.25 SW 2701.88 SW ` I:R \ \ 18 \ // p Q / o 2 2702.40BC - -_ - - - - - - _ I_ I \ I.: - - - - s o - o m 2702.12 BC - 2702.05 BC 2701.68 BC ' 1� \ I 2_ / /X 1.03 Y 2702.03 FG - - - - - - - - - r �° 2706.51 FG o ° �' 2706.46 BC t �_ JD -- - - ----- ---- -2 7-06.7-1- SW 00.43% 0.50%- .8pmI O 21p2 08pq 7 P - 2701.93 F 2702 - - L' :}I Y .. I 2701.40 BC 8 SW22702.31 FG � 0.8 1.50 I %- 2706.1 0 - 11 2706.86 H0� 21 .10% 0.5 % 1.50% oo /o� z. N 8 L °2701.91 sw 2701.59 2701.88 BC 7040I 1.50% n 702.07 BC 2703.4 FG a W z2702.0° A :. ._ 2703.03 BC 2703.88 BC 2704.93 BC 2705.96 BC 2706.33 BC 2706.58 BC \ 2705.48 BC 2704.67 BC T 2702.48 SW' 1.03 I / 2702.85 SW 2703.46 BC - - '- \ - - - ..::•, .:• :.•:•; . .:• :••.. �,: :'..: .., 2706.68 BC ;. .• 2704.02 BC J E I I / 2703.23 SW 2704.07 SW 2705.12 SW ' 2706.15 SW 2706.52 SW 2706.77 SW \ I 7709 68 SW 2704.86 SW Y •,., .. O _ M I \ 2703.65 SW 2703.87 SW 2706.87 SW �." _ \ _ - 2704.22 SW W �n Z A 27 33.78 SW V Q c t ! O- _ I o T: 2706.42 �0� T: 2707.71 uJ COMMON AREA AND POOL 14 I I 1 / 13 T: 2706.46 1 I 1 g; 2705.43 I I B: 2705.48 z I / HOUSE PER SEPARATE I Ur Y / BLOCK 7 - - - B: 2703.96 , I I 1.03 0 PLAN AND PERMIT. FF=2703.20 12 O - 3 sF I DG=2702.20 FF=2703.38 11 O O 0 ' OA OA OA OA o OA OA 0 t / I DG=2702.38 \ - - - T:2707.18 1 I I L J t. FF=2703.57 10 ^I 9 $ \\ g 5 -� - - _ //3 B:2707.15_ 1 + - 1 2 3 Q DG=2702.57 FF=2704.16 FF=2704.53 FF=2704.96 FF=2706.43 FF=2707 46 FF=2707.83 FF=2708.08 A - - t` o FF=2706.48 FF=2705.67 W E I DG=2703.16 I DG=2703.53 DG=2703.96_ •: DG=2705.43 DG=2706.46 DG=2706.83 DG=2707.08 I 2 o DG=2705.48 DG=2704.67 4 2 SEE SHEETS 5.01-5.04 FOR 77' 1 BLOCK 7 1 82' 1 :2710.24 FF=2708.18 ou 1 68' BLOCK 6 ° c) N I I ,P:2705.43 I I T: 2711.94 S FARMYARD AVENUE PAVING & GRADING INFORMATION. `O I _T: 2707.13 T: 2710.15 T: 2708.75 T: 2709.03 DG=2707.18 1 T: 2712.48 T: 2708.60 - z '" I 2) �'�� 2� , - " T:2707.08 B: 2703.96 1 I B: 2703.96 1 1 B: 2705.43 1 B: 2705.95 I 87' 1 2711.01 EG 2705.48 1 B: 2711.21 1 B: 2705.07 5 I 2707 06 OSO� 03 - _ , - - B: 2703.35 T: 2707.13 T: 2707.13 1 T: 2710.76 - T: 2709.31 T: 2709.35 T: 2709.40 T: 2708.54 T: 2708.69 4 02 4.01 / 1 - 1 B: 2710.75 1 1 1 T: 2712.06��o� 1 1 '> / - T:2707.13 ¢: 2703.75 B: 2703.96 B:2706.70 6: 2707.01 -B: 2707.13 1 B. 2705.48 B: 2704.71 m B: 707.18 0c / x "B: 2703.16 1 _ 2712.48 FG o T: 2703.65 ri - B:2703.21 "�� - _ - - - - - - - - - - - / 2 - wa8 1 2 1 71' w 1 169' - 2 - - - - - - 2712.52 FG =_ � ` = - - - - - - - EG _- SCR E - - o _2710.09 FG a�a - T: 2712.52 - - Y � 2709.36 FG 4 100 4 1 B: 2711.04 4 - - - - - - -4 - oJ_ -2709.39 FG � � T: 2711.13EG G _N_ - - - - N - -- - - - a2710.36 FG 2711.12= 1 - - 2710.79 FG 2708.97 FG 2708.97 FG - 2708.99 FG --_ 2709.07 FG - 2709.23 FG - = m m 0 0 ,l 4 G 2710.42 FG - - - - - - - - - - - - _- - - - - - - - - - - -- - - - - - - - - - - - - - - - m 0 .° - �� 2710.92 FG - - _____ - Z CALKINS LATERAL- - - - - - - _- - - - - - - ----- KEYMAP o - N o �� = z w z SEE SHEET 8.06 FOR POND �� 2710.51 FG \ o N.T.S Y �/ J ` 2710.15 SW - - - - X - x x `� - _ - - - - _ X - - - - - - - - - - - - - -�- - - � � U GRAPHIC SCALE IN FEET _ '" • � � GRADING INFORMATION. � / / �- G �%" � � x - -�� o UILL! o w a `:?t �z - / / ��/ x _ - � - 2710.24 SW - - - - - _ - - - - - - / 2710.76 FG //- _ / \\ 0 20 40 80 = _ w / O CD c C, N W �° o w rn W' z o N I .• // I / /j ��i \ SEE SHEET 5.21 FOR z !� - / /// //i/ DRAINAGE DETAILS z n 0.5�� - I z w w w 19 � p / �/ �. !' SEAL S\ONAL f ( o 1 / / / �//�i �// / i '9�Q �G F� Pao IL c� \ a co j 3 CAUTION:NOTICE TO CONTRACTOR EXPIRES 10/20/27 i I / '9�j / SHEET NO. 04 N ml THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING04 UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED / 09 " \ /\ \ / / 4 .02 ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATIONo / °� 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 owwhatt below. 12 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig ' • / /� GRADING CONSTRUCTION NOTES 2696.69 FG 2696.69 FG 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON PLAN. 2696.46 FG // / / I - - - - - - - - - - - - - - - - - - - - I 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT I 2696.07 FG j 2696.73 FG OCCURS BETWEEN THESE PLANS AND FIELD CONDITIONS, THE 2696.23 FG 2696.23 FG I CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. W. VICTORY ROAD 1 2696.77 FG 3. GRADING AND EARTHWORK SHALL BE PERFORMED IN 2695.83 FG 2696.69 FG s000 o I eovo ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING eovo I 2696.74 FG REPORT PREPARED BY MATERIALS TESTING & INSPECTION o 0 oovo (MTI), DATED NOVEMBER 13, 2019. 0 S1g 2696.13 FG 2696.86 FG 2696.19 FG 2696.19 FG ( 4. EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE ° 2696.58 FG (2696. 7 FG APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORS 2696.79 FG I RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND 2696.27 FG `°'°' °4O�°�°� - - - - - - - - - - - - - 2696.79 FG 2696.56 FG I 2696.81 FG HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND 2696.47 FG 2696.74 FG UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO 2696.45 FG REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN IN 2696.68 FG �tij0� 2696.62 FG 2695.99 FG /i THEIR PROPER LOCATION. 5. CONTRACTOR TO ENSURE THAT ALL PEDESTRIAN RAMPS AND W I ACCESSES ARE IN CONFORMANCE WITH ADA REQUIREMENTS. 2696.71 FG 2696.23 FG Q 2696.37 FG I 2696.54 FG I ACHD WILL STRICTLY ENFORCE, NO EXCEPTIONS. IF A cj1`� CONFLICT OCCURS BETWEEN THESE PLANS AND FIELD 2696.01 FG R,3o 0' 2696.24 FG I CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 2696.73 FG Q �° IMMEDIATELY. . 2695.9 FL 2696.83 FG �o26 Q 2696.11 FG 2696.73 FG Q 2696.64 FG IL 2696.89 FG Uj 2696.36 FG 2696.59 FG Q 2696.91 FG 2696.73 FG 1 2696.58 FG 2696.79 FG >- 1 2696.88 FG 2696.63 FG 12696.64 FG - - �_ - • 13� 1 \ ° ° 2696.89 FG FG W. MASSEY ST. 2696.96 FG 4a 296.69 F 2696.72 FG 2696.90FG I Q (n 2696.91 FG I 2696.76 FG 2696.79 FG I � 2696.44 FG ° 2696.95 FG 2696.14 FG 2697.04 FG 2695.96 FG I I O NORTH q 2695.74 FL 1 ° 2696.42 FG 2697.07 FG 26�,97G ' I 2696.61 00 FG P INTERSECTION OF VICTORY & FARMYARD SCALE: 1" = 10' ` 2696.30 FG z 0 2696.59 FG 2696.30 FG I 2696.22 FG 1 Ui 2701.36 FG I I 2696.44 FG I 0 LO co U I I \ 2696.64 FG N 2701.37 FG I 2695.77 FG 2695.77 FG a \ 2696.37 FG � N N 2701.04 FG 2701.80 FG 2696.60 FG C��1 a .5 o N o N I e 90 FG 0 I .60 I ° °2701.05 FG coO 00 0 2 0 o E 2695.69 FG -0 2701.57 FG 2701. 2696.29 FG co so 0 0 2702.19 FG I - - - - - - - - 2695.69 FG 3 N o s o m 2701.19 FG 2702.25 FG 2696.07 FG 2696.07 FG NORTH Y 2701.95 FG 4 0 2701.73 FG 2701.19 FG 2696.23 FG o I 2701.75 FG \ \ 2 3 INTERSECTION OF FARMYARD & W. MASSEY ST. SCALE: 1" = 10' 2701.70 FG 2702.11 FG \ I 2708.07 FG 2702.19 FG 2708.06 FG I O 0000a °° 2707.76 FG) Z 2708.30 FG N I 2701.28 FL �`L o°o° 2707.75 FG I (f� 4g °°o q J 0 2701.51 FG o `co I0 I / _. � 2708.28 FG 0 2702.18 FG KEYMAP� Q E 2708.48 FG N.T.S WQ p Z Y o I R732.0 I 2701.67 FG °O o °o W Q2708.67 FG 2708.99 FG 2707.9 2707.93 FG W 2701.96 FG 27 2708.47 FG 2708.73 FG 3 0 w S. INTERNATIONAL WAY p z � o LLI Q • - - - 2708.53 FG 2708.46 FG 0 3 2708.71 FG 2708.57 FG W E10 ( p 0 2708.94 FG e ° ° °°°°°°o°e 2708.66 FG 2708.64 FG Q eos 000aovooe 4-1 n � 0' FGI 0 FG Z2709.00 2708.872702.03 FG � . `J 2701.80 FL 2702.46 FG o m o I 2708.48 FG ° 2701.97 FG 2708.63 FG 71 D C D ° ° 2709.01 FG GENERAL NOTES N I 51% D ° 2702.55 FG 2709.00 FG I �7 0 ° g° 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK o°opOe°oo°o°oo°°o°peo°e°^o°oQo°o°o°°o°o'eo° e ° o D I OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 2702.58 FG / OTHERWISE SPECIFIED ON PLANS. Y a 3 2702.56 FG I / / S. MOLINE WAY > D° ° ' ° 1 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA ~ 2702.68 FG - - R726.0' P ° P o D I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. } } m 3 • D ° LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m o w o 2702.23 FG _ I � P o D o w z 1 2702.23 FG / 2702.62 FG 2709.33 FG frl ° P P p D ° CONTROL LINE AND CURVE DATA. a = w w o 2702.57 FG 2702.62 FG GRAPHIC SCALE IN FEET o U) a I 2709.51 FG o c� o = a 2702.79 FG oo�oo 1 p000 2702.79 FG 2708.95 FG 2709.23 FG o P 0 5 10 20 0 ° a, D � '� o0 o i z a ° °�° 0 2702.69 FG 2708.89 FG 2709.08 FG ° ° w o °° I I 4 ° 0 ZW oo� � 2 2709.34 G z 2708.70 FL 2709.5 N o � co '8 ww 270 2709.35 FG o - I °eoo z z° � z > 2702.93 FG I °o°peooeoo°eQ°°°°° °° 2709.69 FG Q " a 0' N 2702.90 FG 2702.38 FG LU 2702.84 FG I 0�`Z` 2709.46 FG °°°°°°°°°°°°°°o° ° z U o 2709.44 FG I I Q O Q Q 6 < r- I 2709.35 FG I 0 v v W c o0 2702.89 2709.49 FG 0 0_ cn cn 2709.48 FG 2709.75 FG SEAL N ' 3 INTERSECTION OF FARMYARD & INTERNATIONAL WAY SCALE: 1" = 10' 2709.46 FG 2709.81 FG 2709.19 FG W \ 2709.54 FG ASS\ONAL £N�i 709.52 FG o Q�oF �\CENSF� w 2709.64 FG � , �o�CO 2709.41 FG oo0 Neo e 1994 2709.97 FG 00 °°o �1/21 60 m °oo°� o o° o N eoo, e°o c I 0 _ _ _ _ 2709.39 FG l TF OF \�P cr) F� E R 0 F� MEXPIRES 10/20/27 N U .L CAUTION: NOTICE TO CONTRACTOR , r 2709.96 FG 2709.36 FG 2709.99 FG SHEET NO. CD 0 o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , 0 2709.96 FG o m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 'A' A .0 Y ? 4 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 o a UTITO REQUEST EXACT FIELD LOCATIONS L TIES. IT HALL BEOURS THE RESPONSIBILITY OF THE BEFORE ANYEXCAVATIOCONTRACTTOR TO RELOCATE ALL EXISTING F THE what's below 4 I N T E RS E CT I O N OF FARMYARD & S. M O L I N E WAY SCALE: 1" = 1 0' UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 13 of 67 2701.77 FG ` 2701.94 FG L 2699.47 FG 1 2701.78 FG 2701.78 FG \ 2702.01 FG 2706.74 FG 2706.63 FG I / I 2699.44 FG U j I 1 2699.70 FG 1 2699.67 FG 1.9 2706.82 FG 2706.63 FG 2699.39 FG - - 2699.78 FG 2701.92 FG 2701.60 FG 2701.60 FG 2701.96 FG 2706.59 FG 2706.67 FG 2699.54 FG ° I / Z 1 ° ° I O °° 2702.20 FG - - J 2706.59 FG 2699.15 FG � 2699.60 FG \ 2699.87 FG ° 0 o°°° 2706.69 FG - - - 0000 �p 000 2701.96 FG j c 2706.33 FG \ - - - ° / 2699.37 FG - 0°° 00° 2702.06 FG \ I 00 0 2706.34 FG • a oa< o •�, a oa< o � o 0 0 00° / I � oaa ' 2701.96 FG 2701.64 FG \ 2702.11 FG ° F - 2706.90 FG 0 2706.57 FG \ _ I 11 2699.40 FG LU 1 2699.78 FG 2701.63 FG 2701.93 FG T 2706.27 FG I 2699.10 FG D 2699.35 FG 2699.75 FG 2701.93 FG J - 2702.09 FG 2706.27 FG 2706.63 FG 2699.29 FG 00 2701.86 FG 2701.55 FL 2706.71 FG 2699.27 FG 2699.54 FG �� oaoao 00 2699.28 FG \ 2706.57 FG 2702.05 FG - - - 2706.54 FG n 2699.26 FG ° °°°°°°°° Oe00000 8� 2706.60 FG S'20 2706.43 FG 2706.61 FG 2706.54 FG - - - Z4 FG 2699.65 FG 0000000° 2702.06 FG T p- 2706.48 FG2706.39 FG) 2698.98 FG 1.ppg 2701.76 FG 2706.36 FG °�°"°° ' I 2702.04 FG 2706.619 FG o 2699.13 FG Q 2701.80 FG 2 1.50 I 2706.38 FG 2705.93 FL 2j06� �6 ° 2698.94 FG /26g9 2698.90 FL 2699.19 FL -- \ \ \ 2699.70 FG 1.77% 00 2706.47 FG 2706.55 FG I, � � � 2699.63 FG - 2699.69 FG J I 2705.93 FL - 2706.32 FG 2706.39 FG I 2699.70 FG 2702.05 FG Q 2706.30 FG 2706.24 FG Z 2706.13 FG I I I 2699.40 FG 2699.46 FG _ I I � � 2706 16 FGE):: I zz o W. SMOKEY LAKE DR �W DRAWBAR DR ° m ° I I 2699.20 LP - - - - 0 - - - o W. DRAWBAR DR Q2.00%+ Lo - • ZZ - �r, - - - - - - - • - - - - z I I I I S. SIPHON AVE W 2706.02 FG O 2705.95 FG z 2702.04 FG 12705.95 FG D 2706.22 FG t2702.27 FG 270 560 FG I r 2706.02 FG 36% 2706.55 FG 2702.01 FG 2702.29 FG 3 1,509• I 272706.29GFG I > 2706.07 FG 1 a0% ?699 r I o Oo o Ooo° a 2701.84 FL °° °° F 5% 9 2705.52 FL 6 ° 0.80% 0.80% 2702.38 FG - - - - - 2706.80 FG 2705.52 FL 2706.07 FG f o oe'0000° ° °0 °°0000 0000 2699.69 FG °00 0 00 2702.39 FG - 2705.82 FG 2705.83 FG FG 2706.14 FG - - 2699.13 FG 2699.21 FG - - - - - 2699.60 FG 2702.37 FG 2702.25 FG • 2702.33 FG 2702.40 FG 2706.35 FG 2705.90 FG 2706.39 FG 2699.46 FG 2702.38 FG 2705.53 FG 2698.94 FG 2698.98 FG 2699.42 FG 2705.53 FG 2699.72 FG 2699.76 FG 2702.39 FG 2706.02 FG 2702.06 FG I 2702.06 FG 2702.47 FG p a 2699.24 FG 2699.28 FG 2705.83 FG a°o 'cs� o a�o / - n A[ }000 O 000; ° o o 2705.83 FG 2699.27 FG 2699.31 FG 0 w o0 0 2702.36 FG 2706.20 FG a % 01°o°oo 000 o' z mr 2702.42 FG 2702.10 FG 2702.10 FG 2702.41 FG IVO 2705.77 FG 2705.46 FG2705.46 FG '1'O 2699.35 FG 2699.39 FG 2699.74 FG - / 2705.84 FG 2705.89 FG 'Qj. 2702.40 FG I 2702.43 FG ( h' 2705.63 FG /. 2699.78 FG = 2702.33 FG I 2702.51 FG 2705.63 FG 2705.95 FG - - 2702.35 FG I 2705.80 FG z 2702.40 FG \ 2705.77 FG / - w 5 INTERSECTION OF INTERNATIONAL & SMOKEY LAKE SCALE: 1 ' = 10' 6 INTERSECTION OF INTERNATIONAL & DRAWBAR SCALE: 1 " = 10' 6 INTERSECTION OF SIPHON & BLUE DOWNS SCALE: 1 " = 10' �o 2700.06 FG 2699.89 FG 2701.84 FG 2701.70 FG ' `{ � o 2700.04 FG 2699.91 FG 2699.91 FG 2700.01 FG 2700.15 FG 2701.49 FG ' co z U) o ° 2700.03 FG 2701.75 FG 2699.73 FG 2699.73 FG o N ° ,°° 2700.39 FG - - - - 2701.92 FG 2701.77 - I } , o 000 o,.( oo" \ 2-7p0 w o 00 V" 0° \ L _ N o o ° 2700.20 FG `` I 2701.12 FG ' 0.50% ■ Y m a ° 2699.76 FG 2701.76 FG < I 2699.76 FG N 2702.02 FG T L � m I � � o = 2700.04 FG I 2700.06 FG 2700.30 FG 2702.04 FG '< �° m ' o m a © S. SIPHON AVE Y 2699.99 FG 2700.03 FG o10 2700.27 FG ` ' ' ° I I °°° - - - - 2702.07 FG 2701.81 FG 2700.09 FG 2699.68 FI 2700.09 FG �'23° 2701.94 FG i r < ` \ 2699.92 FG 2700.14 FG / A < L 2701.21 FG 2699.82 FG 2699.59 FG 2699.72 FG 2699.99 FG O I 2700.23 FG 2701.99 FG 0 5.83� 0.50% 0.50% .84% U I ^O 2699.98 FG / °°°° ti �� 2701.68 FG ' - - - - V O c I ' ^ - ° n z Y 2701.96 FG I A �' ' n - n � n __ - 2700.09 FG (n N 2699.96 FG ^ _ s n (n Q a3% I a _ ^ _ ^- n - ^ 2700.12 FG W J 0• 2701.71 FG n - _ c ° J ° I " n n - I- Q O 0 " ^ n -I n " n ^ " w - 00 - - - - _ Y S. SIPHON AVE 2701.34 FG ' - - - LIJ O 2701.89 FG 2700.19 FG LLJ Z / o 0 0 ° I 2701.42 FG I 1 2700.03 FG 2700.16 FG z LU 0_ 2700.15 FG I XX X X O (D z 2700.18 FG i 3 I I 2699.97 FL W r I 2700.41 FG 3 - - 3 2700.52 FG � � 0 � I c 2700.46 FG 2700.34 FG ; �J Q 2700.43 FG ��% - SIPHON AVE DRIVEWAY DETAIL " _ 00000000 SCALE: 10 z Ur 2700.38 FG 2700.44 FG °��° 2700.43 FG I m z 2700.46 FG 2700.19 FG I - 'A 2700.48 FG - - - -- 2700.19 FG T�0 a �,�•o,, W. SMOKEY LAKE DR p op 00° oo 2700.61 FG I O o 0oO � 0°0 - o0 0 0o n - N o' 000 _ _ z0 I N 2700.23 FG 2700.23 FG = _ - ^ 2700.45 FG 2700.49 FG I 2700.51 FG = I LLJ s 10 ° 2700.46 FG 2700.66 FG p GRADING CONSTRUCTION NOTES m Y 2700.46 FG Z 9 a 3 ° I 2700.48 FG 2700.48 FG XX 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON PLAN. U CD 2700.55 FG J o � 2701.61 FG 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT U m m w 7 I NTERSECTION OF SMOKEY LAKE & SIPHON SCALE: 1 " = 10' Z OCCURS BETWEEN THESE PLANS AND FIELD CONDITIONS, THE $ � m o 0 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 5 7 z Y z 2702.05 FG N 3 3. GRADING AND EARTHWORK SHALL BE PERFORMED IN = N I 0 ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING 6 0 = w < EL R 2701.53 FG REPORT PREPARED BY MATERIALS TESTING & INSPECTION o U = a 0• (MTI), DATED NOVEMBER 13, 2019. ° >>q 2701.91 FG z ° 4. EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE w o Q s I m O 0. °° 2701.88 FG APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORSCD \ 2702.14 FG °°°°°Q°° o RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND SCD w a 3 HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND c' LU w 2702.18 FG ° I d d ' UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO KEYMAP \ ° 2701.42 FG �� Q N REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN IN N.T.S z z z w a THEIR PROPER LOCATION. z U = > Q .N 2702.13 FG o $ 5. CONTRACTOR TO ENSURE THAT ALL PEDESTRIAN RAMPS AND w w w oa 2702.24 FG a 2702.02 FG ° o ACCESSES ARE IN CONFORMANCE WITH ADA REQUIREMENTS. Q Q Q o O 2 3 ACHD WILL STRICTLY ENFORCE, NO EXCEPTIONS. IF A o a_ � � a 2702.22 FG ° V °I CONFLICT OCCURS BETWEEN THESE PLANS AND FIELD 0.a o go° a ° CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEAL 2702.20 FG ° 2701.97aFG I oven IMMEDIATELY. \0 f /°,°° 0 2702.18 FG ° GENERAL NOTES o��SS LEANS �'c'�F � ° 2701.34 FGUj Q � � � FD F ° ° 2701.99 FG 2701.72 FG 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 2702.16 FG NORTH OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 1994 2701.98 FG OTHERWISE SPECIFIED ON PLANS. 1/21 / 6 m 2701.96 FG N 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA shy Pao o N 2702.12 FG ° TF \� ° - - - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. �F F F�co o 8 INTERSECTION OF SMOKEY LAKE & LI NDER SCALE: 1 " = 10' LONGITUDINAL SHALL BE LESS THAN 5% UNLESS ATA RAMP. << ER 8 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL EXPIRES 10/20/27 3 CAUTION: NOTICE TO CONTRACTOR , CONTROL LINE AND CURVE DATA. r SHEET NO. CD m C'j 5 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES A .O A Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 4 4 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 owwhaft below. 14 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig � o PAVING CONSTRUCTION NOTES 00 o O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. Q O5 CONSTRUCT 10' PEDESTRIAN RAMP WITH DETECTABLE o WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL o SPECIFCATIONS STD DWGS SD-712 & SD-712A. po p O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. 00 BCR APN: S1226110255 Ui p + STA: 10+33.21 (NOT A PART) O7 ADJUST MANHOLE RIM TO GRADE. I OFF: 30.70 L OF : 30.707 ECR O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE / STA: 10+54.56 PLANS, SHEETS 6.01-6.03. OFF: 26.001 35 20 17 3 8 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD ATC: 2696.58 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 2698 2697 5 CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. I 2696.65 2696.88 2698.13 20 CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT 9°0.g6 SECTION DETAIL ON SHEET 1.04. ECR I I III STA: 10+61.84 6 I S. FARMYARD AVE p 35 CONSTRUCT SINGLE CURB PER ISPWC STD DWG SD-701. CURB LO OFF: 5.001 I L6 SHALL BE EXPOSED 8"ABOVE FINAL PAVEMENT SURFACE. W TC: 2697.16 2698.76HP 8"W 8"W 8"W R"1A/ W 00 w 1+00 12+00 2698.86HP 13+00 14+00 15 w = 1.50% 269,7 5� wl � BCR 2698 2698.76HP �I Q F w STA: 10+61.84 8 SS I 8 SS 8 SS Q I I w 8 c Z OFF: 5.00'R Z I J TC: 2697.19 2695 7 J I 2 0.47% 2 2696.76 2698.13 I I F- Q 2696.88 Q O N I..V O � ECR - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U ------- STA: 10+54.56 - - - - I 2698 _ I L - ' - J 35 20 17 14 „ c7 /�\\ Z 96.7 R 6 PIRR op o � TC: 2696.73 w 1 / -2697 �� c LOD LOD LOD 2696 LOD L ~ Q II U � 0 co SEE SHEET 8.01-8.03 FOR I SEE SHEET 5.21 FOR SEEPAGE BED - 8 DRAINAGE DETAILS BURNSIDE RIDGE PRESSURE IRRIGATION DETAILS 5.14 5.15 5.16 Z rn N ESTATES NO. 6 (NOT A PART) 5.01 }I co I w I J L 00 c6 0 co y m •. � � a l i I 5.02 II 5.03/ 5.13 o m Y5.12 5.17 05 5.0 _T 5.09 5.10 5.11 A2 f0 0 5.06 5.18 5.0 3 5.08 5.07 H o � z N 5.20 LL a I-I O = S. FARMYARD AVE 2704 KEYMAP Q p E N.T.S - HIGH POINT ELEV: 2698.19 W Z .0 HIGH POINT STA: 12+07.48 Q PVI STA: 11+82.48 w Z _ PVI ELEV: 2698.38 AD: 2.00% 3 K: 50.00 LU 3 100.00' VCLy E 00 r7 00 NO 04 -7 r-^ z o + + � 4-1 2700 vJ m � O N O Z � N N p0 Q (nW &iW ZO +E J ' -O > j 0 mm ww � 00 O 0 � m GENERAL NOTES OM O Q (V o_ 0) 00100-00 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK Q N p -0.50% OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS m I- - - OTHERWISE SPECIFIED ON PLANS. m Y o n U Nm � N +1 50% - - - - - - - - - - - - - - - - - - - - - - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of � Z 3 2696 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D } } a 3 �2.g39 - - - - - - - - - - - - - - - - - - - - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. U' } m 0 o ` _CD _ _ _ _ _ _ _ _ - - - - - - - - - - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL 0 m LU w - - °' \ - - - ' - - - - - - - - - - - - - - - - - - - - - CONTROL LINE AND CURVE DATA. z Y z z c� w o GRAPHIC SCALE IN FEET = w � U 0 a 0 10 20 40CD a a Z w O Q y O C) CD 12" SD XING z a o w 04 STA: 10+61.84 co w c ELEV: 2693.55 0 o o 0 w 2692 PROFILE LEGEND z z Z U w w LL - - - - EXISTING GRADE AT ROADWAY � 0 U U H Q PROPOSED GRADE AT ROADWAY CL SEAL N U w LU Q�OF ENSF� '�FF �SS\O w 1994 o a 2688 m 11/21/ 60 o N +90 10+00 11+00 12+00 13+00 14+00 15+00 �TgTF OF \�P� O o F< < ER gP� Q M �, EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. N UCD N m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A, 5.01 w 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 ow what's below 15 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES BCR O1 CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION STA: 15+02.27 DETAIL ON SHEET 1.04. OFF: 5.00'L END TAPER TC: 2697.34 STA: 15+90.32 O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD OFF: 18.001 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. Lu BEGIN TAPER > O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL STA: 15+17.27 Q SPECIFICATIONS STD DWG SD-709. I- OFF: 26.00'L � ro "� -i Q >- uj J O4 CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING >- 0 w o m o FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL � o � oV) o + o + Q o U-) 00 PC SPECIFCATIONS STD DWGS SD-712 & SD-712H. Ln N < + g + APN: S1226110255 STA: 16+99.63 Q U p Q � (NOT A PART) OFF: 18.00'L O5 CONSTRUCT 10' PEDESTRIAN RAMP WITH DETECTABLE co LL-O N U) o TC: 2695.60 SEE SHEET 5.21 FOR WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL SEEPAGE BED - 7 19 3 1 g 17 14 29 DRAINAGE DETAILS SPECIFCATIONS STD DWGS SD-712 & SD-712A. ADJUST WATER VALVE BOX AND COVER TO GRADE. 2697 2698 28' a - - _2696 _ �,- ADJUST MANHOLE RIM TO GRADE. O 8 O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE LID 0.80% PLANS, SHEETS 6.01-6.03. W 2696.69 6 _ 6 0.80 0 I 2695.75 11 O \ O9 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL _ `I O W 2 I 269 2 a h 26 9 SPECIFICATIONS STD DWG SD 708. � 696 .. � 2 9 2697.42FG o 16+ 0 2696.00FG 2695.51 FG 17+00 8�w� 26 698 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD W - �F - 0 807 0.50% - - - - - 0 5 � 9s ° s'- SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. U) 35 0 - _ 18+00 • ' ` \ 17 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD W BCR 7 S. FARMYARD AVE - SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. a z STA: 15+17.27 2695.74VG J OFF: 26.00'R 9 0.80% : °' ' ° • , 19 CONSTRUCT MIDBLOCK PEDESTRIAN RAMP WITH DETECTABLE 2 M. • ° WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL C) 2696.69 2695.94VG GZ 2694.83LP �� _ 1 SPECIFCATIONS STD DWGS SD-712 & SD-712H. 2695.75 9� Spq f Q 0.80% C� ECR s s� , 1 (j 8 I � � 00 � 20 CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT 5 STA: 15+90.32 ° C3 6 O SECTION DETAIL ON SHEET 1.04. W OFF: 18.00 R ' 2694.9200 O (n o 09 23 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CURB 17 4 5 ° Q o N L Luu PC 2696 OD �� G/ TRANSITION. SEE SHEET 1.03 FOR MODIFIED DETAIL. 3 STA: 16+99.63 2697 6' 29 CONSTRUCT CONCRETE DRIVEWAY WITH DETACHED SIDEWALK 3 23 j _ 6"PIRR OFF: 18.00R R Q M 2698 =�(/ PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-710C. y � o 14 ` - - TC: 2695.60 20 17 14 o ^ z BCR � 35 CONSTRUCT SINGLE CURB PER ISPWC STD DWG SD-701. CURB �\ - 23 STA: 15+70.32 b ►'�Rf, `� SHALL BE EXPOSED 8"ABOVE FINAL PAVEMENT SURFACE. w OFF: 37.88'R hC� a SEE SHEET 8.01-8.03 FOR g�� Q o co co 2 PRESSURE IRRIGATION DETAILS PARR LOD �. 1 a o END CURB ECR / ° CURVE TABLE N IMPROVEMENTS STA: 15+37.27 SOD a 5 co STA: 15+37.23 OFF: 46.12'R END CURB BURNSIDE RIDGE 6»Pf a' CURVE RADIUS LENGTH DELTA TANGENT of z 2 OFF: 53 52'R wo`o 0 oy IMPROVEMENTS ESTATES NO. 3 RR >\ _ ci o o 0 0 o STA: 15+70.23 (NOT A PART) ` C1 20.00' 31.54' 90o2O'42" 20.12' w o TC: 2696.74 0 0 0 0 0 > 00 0 0 0 0 OFF: 53.72 R ECR o o° °o°c TC: 2696.70 C2 20.00' 31.30' 89°39'18" 19.88' ■ �'"'"� Y CN STA: 15+02.27 32. 0 3 .2 ° . o m 0 OFF: . ' o TC: 2697.34 C4 768.00' 595.38' 44°25'03" 313.55' E Y O _T f0 O 5.14 5.15 5.16 s ui 5.01 OLL J N 5.02 (n O a W S. FARMYARD AVE 5.03 5.13 5.12 5.17 E 5.04 5.05 xx 5.09 5.10 5.11 w W z Y 0 5.06 5.18 L LJ z - 5.08 Q J 2704 2704 5.08 5.07 5.19 EE a- CW 1H 5.20 W V U L Z O 0 Q KEYMAP a O CID E 2700 270o GENERAL NOTES o F- 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK w ocn o OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS z c�v } _ _ _w o OTHERWISE SPECIFIED ON PLANS. 0 3 = LO o ( o - - - - - - - - - - - J + u� 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) � � U + Q N - - - - - - - - - - - - - - - = Im (D STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. a 3 QQ � � + � - - - - - - - - - - - - - - - - - - - - - p LONGITUDINAL SHALL BE LESS THAN5% UNLESSATARAMP. (D } m m Q Q N o Q N � o o - - - _ _ - - p - - - - - - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL p m Lw m p - - - c+o p- - - - rn � � 0- CONTROL LINE AND CURVE DATA. z Y z - - - - - - - Z (n0 QN c � Ln O 2 W a - m rn ro GRAPHIC SCALE IN FEET -0.80% CO + 0O U = n 2696 v a N 2696 0 10 20 40 = a 00 +1.50% a -0.80% 0 (n 0 o Q Q N 0 0 0 Z a' CD J C> a o N a z o c> w rn o g uJ w � N N N PROFILE LEGEND z z Z Uw a W N oa o N C) - - - - EXISTING GRADE AT ROADWAY § w w w Ir v 'F 0 U U a w � 0_ cn cn 2692 18" STORM XING 2692 PROPOSED GRADE AT ROADWAY SEAL D w c STA: 18+35.57 \ONAL uj 0 r ELEV: 2690.68 oF``SS\CENSf�C7�F w o a z 2690 2690 1994 z � °10 1/21 / 6 CO o a 15+00 16+00 17+00 18+00 19+00 19+50 � O 3F \�P� O FR 8F'0 �4E 0 M u (Z J y EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 5 .02 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. 16 of 67 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 SPECIFCATIONS STD DWGS SD-712 & SD-712H. / O5 CONSTRUCT 10' PEDESTRIAN RAMP WITH DETECTABLE \ / WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL oN SPECIFCATIONS STD DWGS SD-712 & SD-712A. N N N O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. 19 + / ^ •� O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE SEE SHEET 5.21 FOR `0 CO PLANS, SHEETS 6.01-6.03. SEEPAGE BED - 7 DRAINAGE DETAILS \ ECR / O CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL �\ STA: 23+00.08 a / SPECIFICATIONS STD DWG SD-708. OFF: 37.231 / 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD 17 14 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. / r ' - , • _~ .I I' v • ' / ;, / 19 CONSTRUCT MIDBLOCK PEDESTRIAN RAMP WITH DETECTABLE -r '• • / BCR O WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STA: 23+31.59 • f OFF: 36.00 L SPECIFCATIONS STD DWGS SD-712 & SD-712H. 8 C4 n/f I T C��INE S 20 CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT 5 ' p�A E SHE 5 // STA: 23+50.55 SECTION DETAIL ON SHEET 1.04. ET 0 21+oo S. FARMYARD AVE �5 o �o '�5 OFF: 18.00'L _ _ _ N CURVE TABLE a Sj _ -I - - - 22+00 6 �•47q 6 o 20+00 _ 1.507 - 2 _ 8 W _ 9 5 � 69� 6 26 �jO 2��1 5 CURVE RADIUS LENGTH DELTA TANGENT I 26; 9g i i 2701.28VG C6' \ C3 732.00' 735.26' 57°33'05" 402.02' (!) _ 9 BCR - 23 C3 STA: 22+81.05 ` 0 00 C, ,ti; i C4 768.00' 595.38' 44o25'03" 313.55' L I OFF: 18.00 7q, 14 C5 20.00' 30.39' 87°04'06" 19.00, O 153% \1.80VG O i C6 20.00' 30.59' 87'37'19" 19.19' J ; '4 17 C7 768.00 104.87 7o 49 26 52.52 0I I Og .e f OD M I 8 U LU 0 \ co oco 0 Ll 19 In V \ ❑ N N 0 -0 Z �\ 019 oo (00 y 5.14 5.15 15.16, Z U) N 6'PIRR BURNSIDE RIDGE + - o 0 N SEE SHEET 8.01-8.03 FOR N ESTATES NO. 3 Q O �C0 co Q 5.01 } o N PRESSURE IRRIGATION DETAILS LiH w o `° (NOT A PART) > J 19 a J _'0 Q N cn Q Ln O:f 5.02 a Yco m Un 0 cD >- o' N m � 5.13 0O + 5.03 Zo 5.12 5.17 Y Lri a �5.04 5.05 5.09 5.10 5.11 + z Q o o \/ �`� - +O (n N N (n f 0 5.06 5.18 5.0 3 5.08 5.07 H o � z N 5.20 LL a I-' O =o 2708 S. FARMYARD AVE 2708 KEYMAP Q p E N.T.S06 - Y /Y 0 W o N w z O p Q 0 - LUo p J � o Q J + "� W 3 O = N O w oQ Q cc /�/ /N/ - N Z N L VI LL z 4-1 2704 W t1- 2704 � LM z `> Z + C14Q (n N O N m z (n 0_ - - _1.5o%_ _ _ _ _ _ - - GENERAL NOTES o _ - - - - 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. m 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of ct) 2700 _ _ - - - - - - 2700 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (DIl } } a 3 _ _ _ _ _ - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 00 o - _ - _ _ - - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL p m o Lw w00 - - - - - - - - - - - - - - - - CONTROL LINE AND CURVE DATA. U z Y z - - - - Z Z 0 �t- Q W U) a JLI)+ Ln GRAPHIC SCALE IN FEET o v o . 0') +150go 0 10 20 40 y� a CL t a QQN O o O CD J t � v) D_ O I o O Z d co04 w ° LU w 2 6" PIRR XING > 2 2696 2696 oSTA: 21+72.53 PROFILE LEGENDz z - w a ELEV: 2696.94 z v = > .N o Q - - - - EXISTING GRADE AT ROADWAY � w w 0 U U a w � 0 IL cA cA Q PROPOSED GRADE AT ROADWAY CL SEAL N U Uj ASS\ONAL £N w C9 � Q ❑ L N � LL d w N O_ z 2692 2692 1994 z Z) �1/21/ 60 o N 20+00 21+00 22+00 23+00 ,�9TF 3F \�P� O U co o a 6, 5; 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .0 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 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES IO1 CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 1.04. O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL O� SPECIFICATIONS STD DWG SD-709. O5 CONSTRUCT 1O' PEDESTRIAN RAMP WITH DETECTABLE \ WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL \ SPECIFCATIONS STD DWGS SD-712 & SD-712A. \ - END CURB END CURB \ O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. IMPROVEMENTS = IMPROVEMENTS > - STA: 26+85.54 y PRC STA: 26+56.13 OFF: 61.00'L w (� O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE • ;` STA: 24+52.97 4 OFF: 61.00 L • BLOCK 7 TC: 2709.18 Q PLANS, SHEETS 6.01-6.03. OFF: TC: 2708.68 '9� w •• �• M \ TC: 2704.19 29 1 o O9 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL O 46 „ - ` o J < w o 6 `� END CURB �-9 SPECIFICATIONS STD DWG SD-708. + o o 00 IMPROVEMENTS 12 CONSTRUCT 6" VERTICAL CURB WITH NO GUTTER PER ISPWC co o0 12 2 - LL- + o NLL- STA: 27+70.96 O �\ W 0+ p 17 14 STD DWG SD-701A. v" Q o OFF: 18.00'L = C, - . .�' - _ co 0 0 12 N N N cn TC: 2711.73 �/ �� \ 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD 00 19 1 g - SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. COLLJ 2704.77 - ° , • - _ _ _ _ _ _ - 17 LLJ CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD 3 �\\ SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. LIJ ? / Cg '~ �+ . . t' \ 19 CONSTRUCT MIDBLOCK PEDESTRIAN RAMP WITH DETECTABLE J $ O WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL _ SOq 2707.25 •a 2709.48 J 1-- I SPECIFCATIONS STD DWGS SD-712 & SD-712H. U - 0 • ' N 2704.09FG 25+ Q„ �, �01 - - - - _ _ 6 - - 4% - 20 CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT • • • - 3 009' S• FgRMY 8 ti F 1.84% 1.8 I I I ^� -��N 2711.63FG SECTION DETAIL ON SHEET 1.04. a • ' • C3 2704.67FG !�_ _ ARD AVE - I sN 1 -Lop • ' / �- - 1 �'�° I _ 23 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CURB . _ 26+00 �'� 6 0 27+00 31 TRANSITION. SEE SHEET 1.03 FOR MODIFIED DETAIL. LOp 4 +- -r- - 1.80% 0 1.80% 1 - - o 29 CONSTRUCT CONCRETE DRIVEWAY WITH DETACHED SIDEWALK L 2704.77 2707.16FG - - -2708.07VG o - - 2709.71 FG PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-710C. g � 9 2708.70VG I O • C8 1.76% 1.76% PRC C12 STA: 24+52.97 2707.25 < / 2709.50 OFF: 18.00'R Q o c70 \ G TC: 2704.19 L 1 W I h 5 5 z 5 5 • .T I' z O Ui Ui I2 L20 17 14 2706 11 I 17 14 _ oLO BURNSIDE RIDGE BCR 3 I I ECR CO CURVE TABLE a o co ESTATES NO. 3 STA: 26+35.32 I 3 STA: 27+04.81 o N (NOT A PART) OFF: 18.00'R `l�' N OFF: 18.00'R CURVE RADIUS LENGTH DELTA TANGENT a 11 5.14 5.15 5.16 z U' 2 ECR 23 23 BCR END CURB C3 732.00' 735.26' 57°33'05" 402.02' o W o co STA: 26+54.35 STA: 26+85.80 IMPROVEMENTS 5.01 C7 768.00' 104.87' 7°49'26" 52.52' w o OFF: 37.74'R OFF: 36.91'R 00 STA: 27+70.96 J a cu OFF: 18.00'R C8 762.00' 186.76' 14°02'33" 93.85' TC: 2711.73 5.02 N 3: C\jo .U) END CURB C9 726.00' 310.30' 24°29'20" 157.56' o m END CURB . . . ,/ 5.13 BURNSIDE RIDGE 5.03 r� IMPROVEMENTS STA: 26+85.40 5.12 Y ESTATES NO. 5 IMPROVEMENTS C10 2000' 3090' 88°31'02" 1949' 5.17 STA: 26+54.35 (NOT A PART) C11 20.00' 30.07' 86°07'52" 18.69' 5.04 5.05 5.11 OFF: 46.99 R 5.09 5.10 OFF: 47.00'R TC: 2709.35 C12 762.00' 67.76' 5°05'41" 33.90' 5.06 II 5.18 ° TC: 2709.08 3 �C 5.08 V � LU s 5.08 5.07 5190 J c Z LL N5.20 FLJ W O a 01 S. FARMYARD AVE KEYMAP T N.T.S (n ,max W N W Z 2716 2716 Cw yj 3 C EV U '^^ 0 7 W W J + coo ULTIMATE FINISHED Q Ld C N GRADE E = N m 2712 � � � 2712 GENERAL NOTES N a rn 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK w + 3' 1 MAX OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 00 a J o N o _ OTHERWISE SPECIFIED ON PLANS. m 0 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA � U) C 3 :2 + o0 m < N k3 5C% INTERIM FINISHED GRADE /� STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. ~ a 3 vi N o p N // LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. (D m o o F-� < N / 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL p m w CD LU CONTROL LINE AND CURVE DATA. z Y r- (0 +1.80% / p < = w N w 0 + GRAPHIC SCALE IN FEET -1 o v o = R N 0o 2708 2708 0 10 20 40 /Y a m N +1 g0% CyQ o z m O � - d O z o - - - N w _ - - (y) O I� _ - - - W rn oN N j W o � + Cfl _ _ - - - Q II II w a :U Job + o No 00% _ _ _ _ _ - - - - PROFILE LEGEND z z 6 PIRR XING < .N � n � � QN k3 _ _ - - - - - STA: 27+22.43 z v = oa 0 NQ r-C14p Q o- 0 U) a_ _ - _ _ - - - - ELEV: 2706.65 - - - - EXISTING GRADE AT ROADWAY Q Jj Q Q w cn 2 (/7 m m (n m a w � - - 2704 _ _ _ - - - - - 2704 EXISTING GRADE AT ROADWAY SEAL a) U) _ _ - - - U _ _ - - - - - - �SS\ONAL fiy�i +1 50% - - - - - - _ - - - PROPOSED GRADE AT ROADWAY (FUTURE) Q�O� ��CENSF� '�FF w - - - - - - a z 2702 2702 1994 z � °10 1/21 / 6 CO a O 25+00 26+00 27+00 28+00 TF 3F \�P� O 0 F�4ER 8F' 0 M u d o EXPIRES 10/20/27 5 3 CAUTION: NOTICE TO CONTRACTOR N 5 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 5 .04 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 a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 18 OF 67 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 DETAIL ON SHEET 1.04. O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL . • • . I I I I I /� �\ SPECIFICATIONS STD DWG SD-709. d• 1 // ® \ \ O CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL • . • Q I I I SEE SHEET 5.21 FOR \ / / \ SPECIFCATIONS STD DWGS SD-712 & SD-712H. ' w 3�: SEEPAGE BED - 4 • Q Q DRAINAGE DETAILS \ \\ STA: 23+53.4R / \ lb / O ADJUST WATER VALVE BOX AND COVER TO GRADE. ' < 18 17 16 \\\ 1 \\ TC:OFF27 20 5 / .' . • / 7 ADJUST MANHOLE RIM TO GRADE. a \ TC: 2702.05 O >- 04 z 0 \ \ / .• Q w o 1 1 BLOCK 3 I I \\ ECR / / . , / O$ PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE ` • . LL + z + 1 I I SEE SHEET 8.04-8.09 FOR I \ STA: 13+49.96 ui N GRAVITY IRRIGATION DETAILS \\ OFF: 16.50'L / / . ' / PLANS, SHEETS 6.01-6.03. \ TC: 2701.77 0 / r• BCR O9 CONSTRUCT 4'WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL PC \ 14' M - / STA: 23+53.19 SPECIFICATIONS STD DWG SD-708. ` STA: 12+29.68 \\ 30 I ATCH��NE S OFF: 16.50'L 19 CONSTRUCT MIDBLOCK PEDESTRIAN RAMP WITH DETECTABLE 1 T OFF: 1 01. L \ EE SHEET TC: 2702.29 WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL TC: 2701.77 I I i I N 5 �9 SPECIFCATIONS STD DWGS SD-712 & SD-712H. / 00 Co •. P !!l1111I 8 I o, 23 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CURB -- I • p p 1 I / W I o, I TRANSITION. SEE SHEET 1.03 FOR MODIFIED DETAIL. • � 2702.12 2702.52 2702.40 2702.05 2701.68 � ECR - - - - - - - - - - - 2701.40 1 4 ^�° O I I STA: 14+23.23 25 CONTRACTOR TO CONSTRUCT 6" THICK SIDEWALK THROUGH W 1.47% - - - W� M b�° OFF: 16.50'L EXTENTS OF DRIVEWAY APPROACH. a 1 W 1 C14 - - / �5 Q `� TC: 2702.35 _ ; -8"W � 8"W (, J `-\c 4 30 CONSTRUCT TYPE I ACCESS ROAD PER ACHD STORMWATER U) 23 1 2702 2701.85FG I 1 0.797 � 9 DESIGN GUIDELINES DETAIL 03. ILL] I 11+00 12+00 I - 1.50% - - 0.50% - - I - - �_ _ ��6, ° •° `'° . ° 31 CONSTRUCT DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL 13+0� SPECIFICATIONS STD DWG SD-710C. 00 2702.60HP - p 80� 6 2701.55VG 2701.84VG 0_882 I•- _ - LU 1 8'S 'SS - I 1 2701.48LP L11 O 1 z 23 1 S. INTERNATIONAL WAY ; 2701.70 7 I -8"s 27oG- 6 _2702 2702.31FG = J 0 66% 1 � 14+ 2702.13FG 00 (/� 2 mr - � 2702.52 - - - - - - - - - - - - - - - - - -C13- - - - 2701.88 I � + 0.80q LLI ` Q 2701.40 - - - 0 827°• 8 I Uj � - I 7 W .78Z Z U •p., '`p,,� M 25 31 PC C 3 7 STA: 12+29.68 I U 00 y`Y 30 OFF: 16.50'Rcn _ - y 14' TC: 2701.77 I 19 0 O 2702.05 I ti. N 5.14 5.15 5.16 a 00 1 \Q n c'L° a O T N cb . 2CD�'Qa 00 J. '0 w TC o o : 14+ . 5.02+ Q + 14 13 I cf) z ro OFF: 16.50 R + co 0 o N • O TC: 2702.23 _ o m BLOCK 7 5.13 N - =p•, `• 12 Q Y Q w0 5.03 5.12 15. 7 U .E 2702.07 N I PT 11 I , 15.04 5.05 5.09 5.10 5.11 SEE SHEET 8.01-8.03 FOR STA: 13+59.78 z 1 �/ ` I 71 PRESSURE IRRIGATION DETAILS I II OFF: 16.50'R 5.06 5.08 5.18 II 3 p r I I 5.08 5.07 5.19 w O J N I H Z - 0 CURVE TABLE F- = 2712 S.INTERNATIONAL WAY 2712 KEYMAP Q 0 Y CURVE RADIUS LENGTH DELTA TANGENT N.T.S - W 0 Z C 13 733.50' 127.23' 9'56'19" 63.78' W Q 0 C 14 766.50' 122.92' 9111,191, 61.59' (9 Q 0 3 C 15 20.00' 31.15' 89°15'00" 19.74' 0 J �� W 0 3 C 16 20.00' 31.83' 91°10'42" 20.42' w C17 766.50' 145.34' 10°51'50" 72.89' 0 z s 2708 2708 U) z Q n m a E GENERAL NOTES 0 Ld w r7 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 3 Q J w C° OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS a N w J N n OTHERWISE SPECIFIED ON PLANS. m 0 3 ry Q Y rn �j 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) 270 oo oo 0 z `n ,� � o - O STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D ~ } _ g + O ao r 2704 � a 3 0' o O O C-1 N (0 + 7 o �Q � N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. O m co o � + O N �`� _ C) - - - - N� cn a- 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m Lw ON � � m � N + 000 Pr) � - � � Y Uj � o + � N ° CD � - - - - - - - + o - - - _� N Qo CONTROL LINE AND CURVE DATA. � U Q N " � - - - - - - (n0_ Q N - - - - - - - - - - - - - - - - a z � .• - - - - - - - - - - QN- - - - - - o GRAPHIC SCALE IN FEET = a cno c� .. _ - - - - - - - - - - - - - - - - - c~n � QN w cnw +0.80% 0 10 20 40 o U o 6 w _ ->. cn w - - - - +�.50% -0.50% CD c~n .� o Q,` o 0 Q -2 009 +0.80% O rn o a -6.25% +6.25% of a N z o N w N O c°y) wO > > > O270o o 2700 N °o z� oNii Nii W z 12" STORM XING z v = ILL! ILL! w STA: 13+03.72 J JEXISTING GRADE AT ROADWAY ELEV: 2698.47 IL U U Q CO 0 0_ cn cn 12" GIRR XING� 6" PIRR XING PROPOSED GRADE AT ROADWAY rL SEAL w STA: 12+34.91 STA: 12+43.24 ELEV: 2698.55 �oF w ELEV: 2698.59 S\ONAL �CEN £ o � Q � w � a z 2696 2696 1994 z m �1/21/ 60 CD o a 10+00 11+00 12+00 13+00 14+00 14+22.63 ;1 OF �pP� O o FL 0F` � M o IER d s Lo EXPIRES 10/20/27 0o j 3 CAUTION: NOTICE TO CONTRACTOR N s SHEET NO. C m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , o m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ' .O Y Ef 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 owwhaft below 19 of 67 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 1.04. / ..,• / / \ CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. P / BLOCK 4 \ / \ CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL / 19 SPECIFICATIONS STD DWG SD-709. • \ \ \ t \6 ADJUST WATER VALVE BOX AND COVER TO GRADE. \ SEE SHEET 8.01-8.03 FOR \7 ADJUST MANHOLE RIM TO GRADE. , PRESSURE IRRIGATION DETAILS / I I ECR \ / 18 BCR PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE STA: 14+23.23 \ \ STA: 18+12.02 I PLANS, SHEETS 6.01-6.03. OFF: 16.50'L PT \ OFF: 16.50'L TC: 2702.35 STA: 15+50.02 - TC: 2706.77 I • :'• 33 CONSTRUCT 5' MEANDERING SIDEWALK PER LANDSCAPE PLANS. `• . OFF: 16.50'L c� o TC: 2703.37j2 3 W Lij O _ •C18- -� _ _ I I L6 / `^ • / • U Lu p11w_ LLI -I�R" I $"W 8"W R"U/ -8"W 8"W W W 0807 TZ 15 2703.45FG I 6 16+00 S. INTERNATIONAL WAY 17+00 18+00 (n $ W Z - - _ 2.10� I - 1 -� - � - - � - 0.50%� - w - - 7 = 2702.66 �->03 I 06 2706.86HP Q y 11 1/ 11 1) 8S - 8SS 8 .. 8"SS 8SS _ C17_ 2703.03 2703.461 2703.88 �� 2704.93 ��011, 2705.96 2706.33 2706.58 w t _ pQ s �\ ? CURVE TABLE ♦ y � T ~ ti CURVE RADIUS LENGTH DELTA TANGENT 8 c ; y\ ; , y k♦ ti• `Q \ C17 766.50' 145.34' 10°51'50" 72.89' ` ' C18 733.50' 124.00' 9°41'08" 62.15' PV STA: 15+50.02 I I I I I I I 1 2 3 1 OFF: 16.50 R 6 I I I I BCR TC: 2703.37 STA: 18+12.02 I ` " I I °TCF °2706.7'7Ui I I 33 yY` a 10 I I I I I �o I I I I 000 N 9 ❑ O N P I 5 8 7 6 5 4 3 2 Q ' CO I 5.14 5.15 5.16 z v - i I 5.01 o O M 100 / I BLOCK 7 I I ° y 5.02 • Yco I I I 5.13 _ p 0 5.03 5.12 517 0 5.0 45. 5 5.11 _T 5.09 5.10 A2 f0 0 5.06 5.18 5.0 3 5.08 5.07 N o � z N 5.20 LL a 1-1 O &INTERNATIONAL WAY = 2712 2712 KEYMAP Q Q E N.T.S - PVI STA: 16+81.22 (n 0 Z PVI ELEV: 2706.20 W AD: 1.60% W z Q K: 20.00 Q '32.00 VC � 3 N Q J 0� N N LL1O NLU Nr-, Noo ZN (. 3 cflL6 rnco J + m W �n � V ( r (0 U � r Q z � N � N ~ QN N r ) _ 4-1 2708 g N d 2708 v Gi w vi w z > mm ww Q a 0 a E +0.50% GENERAL NOTES o r� o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK a wN � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS a Z N + M - - - - - OTHERWISE SPECIFIED ON PLANS. co Y 0 3 = + N p _ _ _ - ' �O% 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of ct) v Q N_ _ - - - - - - - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. ~ } 0 ~ 2704 r +Z 2704 IY } a 3 Q N /� / - -� N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. ( } m coo � cnaCD - - - - - - - - - - - - - - J 3. REFER TO SHEET2.03OFTHESEPLANSFORHORIZONTAL p m �w c �� _ _ _ _ _ _ - f CONTROL LINE AND CURVE DATA. U Z z w c U) Q n U) o \� +p.80% GRAPHIC SCALE IN FEET o v o = R 0 10 20 40CL a UCD a w �� O Q s� O� � CD � `o ; O O Z d Mw o W O O N N > 2 2700 6" PIRR XING o W.W 270o PROFILE LEGEND z z W a STA: 15+59.31 ELEV: 2700.50 z C) = o Q - - - - EXISTING GRADE AT ROADWAY rL � w w 0 U U a w � 0 IL cA cA Q PROPOSED GRADE AT ROADWAY CL SEAL NC/) Uj ASS\ONAL £N �\CENSF��F� w C9 � Q ❑ L N � LL d w N z 2696 2696 1994 z m s1/21/ 60 o M N 15+00 16+00 17+00 18+00 ,�9TF OF \�P� O U F� 0 F� 2 cNi o E R a 6, EXPIRES 10/20/27 L j 3 CAUTION: NOTICE TO CONTRACTOR C.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Ef .0 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 ow what's below 20 OF 67 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 DETAIL ON SHEET 1.04. O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. • ° O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL TC: 2705.45 SPECIFICATIONS STD DWG SD-709. / PRC O O4 CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING PRC OFF: 14.25L PRC STA: 19+03.66 �� FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STA: 18+48.28 ( STA: 18+76.79 1 SEE SHEET 5.21 FOR SPECIFCATIONS STD DWGS SD-712 & SD-712H. OFF: 41.06'L OFF: 41.39'L SEEPAGE BED - 6 PRC TC: 2706.47 TC: 2706.39 DRAINAGE DETAILS 6 ADJUST WATER VALVE BOX AND COVER TO GRADE. STA: 18+21.23 OFF: 14.25'L ' ECR O7 ADJUST MANHOLE RIM TO GRADE. TC: 2706.69 - I -� / .6 I STA: 19+12.88 25 31 30 0 ® OFF: 16.50 o I I TC L : 2705.26 J O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE MATCHLINE SEE SHEET 5.08 14.0'' 0 PLANS, SHEETS 6.01-6.03. 3 I r' • N I - 0 o O9 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL \\ v SPECIFICATIONS STD DWG SD 708. 3 0 12706.46 24o r7 ° 1 1 2 3 0 25 CONTRACTOR TO CONSTRUCT 6" THICK SIDEWALK THROUGH - - � �o U " EXTENTS OF DRIVEWAY APPROACH. - - - - - - - - - - - - - - - - - - p 4 - END CURB . Ln 4 �i = I 30 CONSTRUCT TYPE I ACCESS ROAD PER ACHD STORMWATER p� VI-.A g - - - - - - - - - IMPROVEMENTS DESIGN GUIDELINES DETAIL 03. I j O / 2704.00 STA: 20+02.45 W �,`L 1 C2q - - - - - � - OFF: 16.50'L BURNSIDE RIDGE 31 CONSTRUCT DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL TC: 2704.02 ESTATES NO. 2 SPECIFICATIONS STD DWG SD-710C. _ Cis 6 W1.50% S. INTERNATIONAL WAY I (NOT A PART) a LU 1.50% 2705.52VG 2704.09 2704.44 2704.83 L 2705.93VG p 9 50% 19+0 - - + Q0� - - 21+-0 J Cl LU + +C" 1.50% 2704.08LP 00 0 0 0 0 0 0 0 0' o o 2705.93VG 9 0 2705.52VG oo°0 0 <-) o°00000°o°o` 0�. '0 0°o I CURVE TABLE 10 0 0 0 0 0 0 0 0 0 0 o"c 2704.42 0�0 -0-0-0 0 0 _ _ �,_0 0 0 0 0 0 0 0 o 0 0 0 0 0 s �,� J 1.50% p 2705.48 8 S 2704.11 000000 00000000000�0�0 �0000 000000000000 0` 1.50% 'o 0 0 0 0 0 o c 0000000 0 0 0 0 0 0 o CURVE RADIUS LENGTH DELTA TANGENT 2 5 N �o I _ o 0 0 0 0 0 00000 0 0 0 0 0 o O C2 CMG b0 7 tij�0 L C19 20.00' 9.58' 27°26'21" 4.88' � �°' C30 - - - - - - - - - - 2704.42 - - - 2705.04 1-: �' 2704.67 2704.00 2703.85 C20 20.00' 50.40' 144°22'49" 62.26' a, p� O t z 4 1 �? 4 " ' ' C21 20.00' 10.55' 30'13'47" 5.40' - - - - - - - 2706.38 `• � 24' • - 2706 - - - - - - - - - - - - - - - - -2706.68 -~ .20 �, MPROVEMENTS C22 20.00' 8.58' 24°34'40" 4.36' 1 I I ^ z 3 I 2706.55 6 0 CP 2706.40 I 2 3 0 STA: 20+02.45 ° w °' C23 20.00 50.77 145 27 02 64.31 � ^� 3 OFF: 16.50'R a U r' ECR TC: 2704.02 C24 20.00' 9.58' 27°26'21" 4.88' o co STA: 19+12.88 1 < o N p C25 20.00' 9.58' 27°26'21" 4.88' o N N PRC MATCHLINE SEE SHEET 5.68 I OFF: 16.50 R O z .2 5 co STA: 18+21.23 I I TC: 2705.26 C26 20.00' 50.57' 144052'43" 63.20' zz :o o OFF: 14.25'R CD PRC C27 20.00' 9.58' 27°26'21" 4.88' �, co TC: 2706.69 STA: 19+03.66 J `° ° I C28 20.00' 9.58' 27°26'21" 4.88' N OFF: 14.25'R ■ Y PRC PRC I a TC: 2705.45STA: 18+48.20 I 1 C29 20.00 50.57 14405243 63.20 oN oSTA: 18+76.70 N _ OFF: . ' S.INTERNATIONAL WAY o m OFF: 41.22R C30 20.00' 9.58' 27°26'21 4.88' TC: 2706.94 1 18+62.45 TC: 2706.80 N W. DRAWBAR DR L I 1 t 1 10+00.00 ?tom I •°` , O 5.14 5.15 5.16 s LlJ 5.01 O J LL a 5.02 U) O W 2712 &INTERNATIONAL WAY 2712 5.03 5.13 5 E 5.12 _ 5.04 5.05T 5.11 0, z 5.09 5.10 W Q r 5.06 5.18 LLI Z - 5.08 Q 3 w o 5.08 5.07 5.19 0 J W L Z N (_0 (/7 1H G 3 J + � W U = 0000 Q 5.20 IF, m L z y ~ Q NLn 2708 < � Q N 2708 co o + KEYMAP 00 0 0_ o� N.T.S o 00 z N CID � o Lc) N o GENERAL NOTES �.50% - o z No zz � N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK c� Q N J + w o OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS - - - - - - - - - - - - -mom NO INTERIM FINISHED GRADE a - - cn o N o-cn - - OTHERWISE SPECIFIED ON PLANS. - - - - - - - - - - Q Q N - - - _ _ _ _ - - - - - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA m N a -1.50� _ _ - 0 3 - - - - - - - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U) � 2704 2704 W LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. U a 3 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m o +0.45% ULTIMATE FINISHED CONTROL LINE AND CURVE DATA. p m Jw w ui af 0- GRADE N v d N �p r, w ZO < 2 W 0 U N o GRAPHIC SCALE IN FEET o U o = R U 0 10 20 40 a z o�� 0 a 12" STORM XING CD o a o STA: 19+97.04 a rn 0 z o ELEV: 2700.97 LL]g ui rn o > 2 2700 6" PIRR XING 2700 Q o N N ° L. STA: 19+99.45 PROFILE LEGEND z z ELEV: 2700.84 cD _ > Q - N Z U oa - - - - EXISTING GRADE AT ROADWAY w LU LU Ir 9 ' � U U a w z PROPOSED GRADE AT ROADWAY SEAL N U D w \ONAL PROPOSED GRADE AT ROADWAY CL (FUTURE) Q�O� CENS w o a z 2696 2696 1994 z � °10 1/21 / 6 CO a O o N 19+00 20+00 21+00 TF 3F \�/ ER �� 0 0 8 M u EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O 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 a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 21 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoudig SEE SHEET 8.01-8.03 FOR I I I I I PAVING CONSTRUCTION NOTES PRESSURE IRRIGATION DETAILS I I O1 CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION END CURB r DETAIL ON SHEET 1.04. ^ m c IMPROVEMENTS 2 j 19 O � z STA: 11+27.81 STA: 10+50 43 I �' I O I I I > CONSTRUCT 3 ROLLED CURB AND GUTTER PER ACHD i > � OFF: 16.50 R I I I BLOCK 4 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. D m o TC: 2710.93 OFF: 16.50 R 4 I I I W m TC: 2707.13 I = " _ _ _ _ _ O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL moo BLOCK7 • � SPECIFICATIONS STD DWG SD-709. ECR m 1 17 3 _ STA: 10+50.33 O7 ADJUST MANHOLE RIM TO GRADE. OFF: 16.50'L 20 TC: 2706.54 17 CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD T - - - - - - - - - - - - - - J ` - - _ _ p SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. C7 PT CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CURB O 23 CD 1 2 3 STA: 11+21.17 TRANSITION. SEE SHEET 1.03 FOR MODIFIED DETAIL. I I 2708.39 L6 OFF: 16.501 o O W C33� TC: 2706.83 0 �o L6 I W 2\06.67 r n W. DRAWBAR DR I �� w �'w U 11+0 I �` W 2706.63FG \ '� o c - 4.00% -� W _ 7 Rl g ° CO�' �2711.01, 6.00% I U I W 7 - ,` 2708.26FG �n "SS \ \ Z i11 1 u 1 I 23 W I W \ �' \ BURNSIDE RIDGE f I LL] I J 77X00 / /\ \\ ESTATES NO. 2 7 / / \ ,� (NOT A PART) m 2708.39 J U C34 � / 2706.75 A / o D z _' Q ° 2705.62 � - U •/ 2706.91HP 00 o 17 3 1 c� I \ / F� t - - - - - - �� • \ / �� \ 2706.09 / \�o1 \�\ m BCR \ s09 �Q 2705.71 / BLOCK 6 I I ® STA. 10+50.58 \ �\ END CURB END CURB IMPROVEMENTS / '. I OFF. 16.50 R \ / IMPROVEMENTS STA: 10+50 43 I •'a • I I I I TC: 2706.55 2706.17 STA: 11+70.22 STA: 11+27.81 � \ \ OFF: 16.50'L / A g OFF: 16.50 L I I I 1 •� I \ " ' •• \ / •, CURVE TABLE OFF: 16.50'L TC: 2707.13 - I PT \ - \ TC: 2706.09 TC: 2710.93 _ I STA: 11+21.17 - gyp, / CURVE RADIUS LENGTH DELTA TANGENT mr 2 I I•. i OFF: 16.50'R \ 2706.09 TC: 2706.83 \ • 2' / / C33 116.50' 82.53' 40'35'19" 43.08' \ \ ,Q> z I• ;' I 2 3 \ - \ 9 �x / C34 83.50' 58.94' 40°26'38" 30.76' BLOCK 5 SEE SHEET 5.21 FOR \ \ p0 / ui w 0 SEEPAGE BED - 6 / a 0 - A I I , I DRAINAGE DETAILS o LO I I i I END CURB co 2705.88 N \\ / a oco IMPROVEMENTS o N N i I r ; I i STA: 11+70.22 5.14 5.15 5.16 , o z OFF. 16.50 R 2705.71 / / u o` -- / TC: 2706.09 o�o, \ 5.01 °° 2 CD o L / o. LLJ / E -1 00 '�O 2[ r o 5.02 \ �n, No 0 of ° 2705.62 \ // / \ 5.03 5.13 r o m a 5.12 5.17 T \ \ \ A> / st.� O 5.04 5.05 5.09 5.10 5.11 ~ 2705.62 5.06 5.18 / - - - 3 \ / 5.08 � 5.08 5.07 Lu 5.19 O J N N 5.20 CO C O W C a 2716 W. DRAWBAR DR 2716 KEYMAP Q p N.T.S - °6 Z W Q N Lu z _ L Q ULTIMATE FINISHED GRADE 3 0 J 0� ui ENO W + � o Z_ OQN Z 2712 wcnm I \ 2712 3: 1 � MAX 0 E INTERIM FINISHED GRADE a, } o \ Q GENERAL NOTES \ X6 00 11 + N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK o o z OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS o Q \ a N O o i N OTHERWISE SPECIFIED ON PLANS. m Y z 3 l �� m � 00 Q 0) ` w N 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA � V \ 6 PIRR XING U m N + Z o o N rn Z O r STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U ~ 3 2708 STA: 11+41.98 oo wo � �� + o J � � o m c0 o o Ln+ + 7 - 0 2708 LONGITUDINAL SHALL BE LESS THAN 5/o UNLESS AT A RAMP. (D m o - - - - ELEV: 2708.68 + cv Q N z o O o 0 ( 0 o + °�° 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL o m o 0 - - - �4 oC.6 > c~i� � - 0 � No0 � o., � QN QQN OHO CONTROL LINE AND CURVE DATA. N z Y z d 009 � O � � O + � QC4 a_ (nL _ � 0 � � U U _ QN QN p � U H � - � (n � zQN O 2 W w o - m H .. O a_ (n a_ .. w cn o_ GRAPHIC SCALE IN FEET Q a 0 cna_ Zcnrz aN +0.40% -�•50z o U o _ +2.00 0 > c~n 00% -0.74% 0 10 20 40 0 in y y 2• �/O o 0 a 6.25% TEMPORARY TURNAROUND SURFACE Ty a o z o +6.25% - - + _ N w co -6.25% - - - - - - _ MAINTENANCE PATH SURFACE °' N N 2704 -2.00% -6 25% - - - - - - - - - - - _ _ ULTIMATE FINISHED 2704 PROFILE LEGEND z z �I II ui � - - - - - - - - - GRADE (D _ > a - N - - - - Z U o -2.00% - - - - - - - - - - - EXISTING GRADE AT ROADWAY � w w w oat - - - - - - - I v - - - - - - - - - - _ � U U a w PROPOSED GRADE AT ROADWAY SEAL N U D w ui S O PROPOSED GRADE AT ROADWAY (FUTURE) Q�O� �CENS w o a z m 1994 .N 2700 2700 1/21 / 6 � °10 CO -o O o N 11+00 11+00 12+00 � F OF O 0 F�4ER 8F'0 0 M u EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 5 .08 Y OE 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. 22 of 67 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 DETAIL ON SHEET 1.04. PRC I O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD STA: 19+58.29 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. OFF: 14.25'R TC: 2699,69 O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL 13 12 11 10 9 SPECIFICATIONS STD DWG SD-709. Q 14 BLOCK 3 O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. I o I I I I 7 I STA: 19+76 2 O ADJUST MANHOLE RIM TO GRADE. z < I I I I OFF: 14.25'R p J TC: 2699.80 O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE Q � w � PT Z ECR PTA: 22+77.79 PC PLANS, SHEETS 6.01-6.03. / � Y00 \ �\ o° I w L STA: 23+35.43 OFF: 16.50'R STA: 19+85.93 o I Z + + OFF: 16.50 R TC: 2702.59 2 3 OFF: 16.50'R 8 0 0 - r7 I I I TC: 2699.84 _ - - - - - - - vi � � N TC: 2702.21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .oboo°°°°o°° - - - - - - - - - - - - 0 . • °v° / 2702.63 • • \ / 270153 270082 270066 - - - - - 2704 9 2700.35 / 0 \ 2702.65 C3�- - - G3 � - � cN °,, \ / G35 C38 w �y •i• \\ i / �S„W 8„W I S„W 2699.54 = \ i 0$ 2702.68FG p g �� I I 2�pO 0. % Cn � \ 'Li 22+00 I W. SMOKEY LAKE DR 21+00 20+00 2699.69 w 2702.30 23+00 - 2.00� - - - - - + - _0.50% - - - w . " '1 2702.73HP 2700.9OFG I 2699.54 07 y 7 P. I 3"ss - 8 SS -8'ss ''°PPP w CURVE TABLE A. 'jo Q l 8,.ss - 2699 81 � I 7 � � I G 0.4 %\ - C J C40 42 CURVE RADIUS LENGTH DELTA TANGENT tS� 66% _ _ _ _ _ _.G36 C35 116.50' 67.15' 33°01'28" 34.54' 2700.82 2700.15 2702.65 8 2702.06 < T:gyp; 4 14 C36 83.50' 48.13' 33°01'28" 24.75' r �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C37 20.00' 9.58' 27°26'21" 4.88' O 0\ i'/ PT c� 1 2 3 PC C38 20.00' 19.16' 54°52'43" 10.38' pcS BCR STA: 22+77.79 p o STA: 19+85.93 STA: 23+35.43 OFF: 16.50'L OFF: 16.50'L OFF: 16.50L TC: 2699.84 C39 20.00' 9.58' 27°26'21" 4.88' TC: 2702.40 : . C40 20.00' 9.58' 27°26'21" 4.88' � I I I PRC >( d z 00 I I I I STA: 19+76.72 I C41 20.00' 19.16' 54°52'43" 10.38' w \ OFF: 14.25'L ~ TC: 2699.80 "C4220.00' 9.58' 27°26'21" 4.88' o "0f• \\ 17 16 15 14 0 " \ PRC � Q N N \ \ BLOCK 4 STA: 19+58.29 5.14 5.15 5.16 a o \ I I I OFF: 14.25'L a �' \ \ I I I I TC: 2699.69 5.01 ° co } M \ • \\ I J o yco 5.02 o o u) N 5.13 N 0 o 5.03 5.12 5.17 0 m E \ \ T \ \ �5.04 5.05 �/ 5.09 5.10 5.11 \ ` 0 5.06 5.18 5.0 3 5.08 5.07 N o � z N 5.20 a o 2712 W. SMOKEY LAKE DR 2712 KEYMAP Q p E N.T.S06 - Y /Y 0 W o N z O W Q 0 J 0� L PVI STA: 22+85.57 W 3 LO cd U� PVI ELEV: 2703.00 N ro N AD: 3.34% 'n N W o rir- K: 20.00 N � 4-1N N 66.82' VC N N - z 2708 2708 cii Li HIGH POINT ELEV: 2702.73 cii L \ > ; HIGH POINT STA: 22+92.16 > ; z ww mm Q N < m a Q 0 Q GENERAL NOTES o p 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK Q OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS N a OTHERWISE SPECIFIED ON PLANS. m Y 0 3 00 n � r 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of 2704 z + `o M + C° 2704 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. } } a 3 N p M M N N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. U m m o N Q N N ^ N o Q 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL o m o Lw CD z_ - + �- - a N a00 CONTROL LINE AND CURVE DATA. chi U Y r7 � H z 2 W w o N I m N m - - o00 0 o GRAPHIC SCALE IN FEET 0 w o 0 10 20 40 = 0 o Zoe a U - - - - - - - - - - - +20 NO JLO CD o w +6.25% - - - - -� c~na-- - - - � °' rn NORTH �' c� > 0- 04 O z o +2.00% w _ _ _ Q N <) - - - - - - - - - - - - - - - - - - - - - - - - uj > -0.50% - - - - - o N 2700 2700 Q 0 N u u 0W. PROFILE LEGEND z Z U w 0- � .N o Q o - - - - EXISTING GRADE AT ROADWAY w w 0 U U a w � 0 IL cA cA Q PROPOSED GRADE AT ROADWAY CL SEAL NC/) Uj ASS\ONAL £N w C9 � Q ❑ L N � LL d w N O_ z 2696 2696 1994 z m s1/21/ 60 o N 23+00 22+00 21+00 20+00 ,�9TF OF \�P� O U F� 0 F� 2 M o E R 0- °' EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR c.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Ef .0^ Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED \v+� 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 67 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 DETAIL ON SHEET 1.04. 1 I O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 1 I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. • , O3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL 1 SPECIFICATIONS STD DWG SD-709. 1 O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. 8 7 6 5 BLOCK 3 3 2 I i =, I O7 ADJUST MANHOLE RIM TO GRADE. O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE 1 PLANS, SHEETS 6.01-6.03. 1 25 EXTENTS TOR OFDRIVEWAY APPROACHO CONSTRUCT 6"VEWAY THICK SIDEWALK THROUGH PT TENTS STA: 19+49.07 OFF: 16.50'R 1 i a CONSTRUCT 5' MEANDERING SIDEWALK PER LANDSCAPE PLANS. TC: 2699.65 2 3 / I I I I I I BCR 1 �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • a OFF: 16.50'R TC: 2699.89 �E1699.33 2699.00 2698.65 2698.31 2698.87 2699.36 LO LU LU z 8W -8W- 8 vv 1 8 - 8W 8W- = 8W m 2699 6 I W. SMOKEY LAKE DR 26gg 6 U) U) 19+00 18+00 0.50% 17+00 1 16 0 80% 15+00 LU Q -m - I - - I - - - - - - 2698.39LP + - - - - - - LU - - 8"SS1 8' 9"SS "SS 8"S - 8"SS 8"SS LU = 7 $ I 2698.31 7 I I z m m = L - -� - -Cn 2699.45 2699.12 %8=7=7 - - - - -7 U 2698.76 2699.37 O a - - - - - - WTm c 1 a. 1 - - - - - - - - -1+ - - - - yr_ _..,� - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - PT STA: 19+49.07 1 2 3 p o i 1 125 z OFF: 16.50'L 1 I �� Ui TC: 2699.65 i i o l Uj a OL1 I I I o co 1 I 1 I 1 1 O co 1 1 I I Q O N OCI � ❑ N N C Z I 0�1 co 5.14 5.15 5.16 z U) N 13 12 11 10 I 10� 1 8 7 5.01 ° 0 o 1 } � co co BLOCK 4 133 1 1 1 I `° I �� co 1 I I I 1 I 1 I I I co 5.02 N I .o 1 SEE SHEET 5.21 FOR SEEPAGE BED - 1 5.13 0 m i� r� .E1 DRAINAGE DETAILS 5.12 "5.17 X 5.04 5.05 5.09 5.10 5.11 0 5.06 5.18 3 5.08 5.07 H o � z N 5.20 LL a I-I O LU o 270s W. SMOKEY LAKE DR 2708 KEYMAP Q p E N.T.S06 - Y /Y 0 LUo Q N W z O Q 0 J 0� E L LU 3 Ly U O s 2704 2704 U) z >U _ I C IYn.■`/ f0 N 2 0_ O O_ N w z o �` GENERAL NOTES o ZO J + (7) of J + - - - - - - - - _ _ 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK rn = - rn - ' ~ Q N OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS U c\ja Q N - ' c~i� OTHERWISE SPECIFIED ON PLANS. m Y 0 3 :2 c/1 n N I , , 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U Of � L 2700 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - - - - 2700 STANDARDS. CROSS SLOPE SHALL BE LESS THAN2%. } } d 3 +0.50% - - - - - + LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. U' } m 0 o _� 00cy) _0 80% 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL p CO w LU N CONTROL LINE AND CURVE DATA. chi z Y 0 g z U LU a J GRAPHIC SCALE IN FEET o v o = a 00 w 0 10 20 40 a N O CD a J U 0 Z y -j IL > NORTH o Z o N O N d coLU � U Ll_I O o 2 2696 2696 Q o N N Of W. PIRR XING PROFILE LEGEND z z LU a_ ai SELEV 2696.99 z w w w o Q oo - - - - EXISTING GRADE AT ROADWAY � J J 0 U U a r = 18" STORM XING Q PROPOSED GRADE AT ROADWAY N ; STA: 16+82.23 SEAL w ELEV: 2694.78 �S�\0 EA �NSFC/��F cD ❑ L N 1_ W N z 2692 2692 1994 z m s1/21/ 60 o N 19+00 18+00 17+00 16+00 15+00 O c'j U F4 E R 0 F� co o EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD 1 m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w O Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 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 24 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES CURVE TABLE STAKING TABLE _ 4. ` °°°°°° (D CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 1.04. CURVE RADIUS LENGTH DELTA TANGENT STA STAKING POINT OFF TCG - - - - 4% CONSTRUCT 3 ROLLED CURB AND GUTTER PER ACHD C43 20.00' 31.50' 90014'13" 20.08' SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 01 C44 20.00' 31.33' 89°45'47" 19.92' 11+58.15 2702.48 3 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL 5.00 R STA: 10+5 BCR I < ' SPECIFICATIONS STD DWG SD-709. C45 133.50' 83.25' 35043'48" 43.03' 10+76.90 .50 02 2701.81 OFF: 26.00 R 4 4 CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING C46 50.00 25.19 285202 12.87 5.00 R TC: 2701.73 �" �� O FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL ` SPECIFCATIONS STD DWGS SD-712 & SD-712H. I C47 50.00' 27.42' 31°24'59" 14.06' 03 5.10+6 .47.49 2701.67 PC t FSTA- 10+76.90 1 O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. C48 176.00' 101.20' 32056'43" 52.04' 10+67.49 OFF: 26.00'R C49 166.50' 114.25' 39'18'58" 59.48' 04 -5.00 L 2701.67 TC: 2702.01 8 ADJUST MANHOLE RIM TO GRADE. C50 50.00' 22.01' 25°13'20" 11.19, 05 1-5.00 L0 2701.81 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE PLANS, SHEETS 6.01-6.03. C51 50.00' 16.66' 19'05'13" 8.41' 11+58.15 I BLOCK 1 06 2702.48 I` O9 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL C52 124.00' 71.30' 32°56'43" 36.67' -5.00 L PCC - - R STA: 11+63.15 SPECIFICATIONS STD DWG SD-708. C53 5.00' 15.71' 180°00'00" INFINITY' OFF: 26.00'R 2 0 77% 6 W 12 CONSTRUCT 6"VERTICAL CURB WITH NO GUTTER PER ISPWC C54 155.00 83.96 31 0207 43.04 TC: 2702.48 I I W STD DWG SD-701A. � 270 C55 5.00' 15.71' 180°00'00" INFINITY' I STA: 11+86 R14 , / i .GAS2 I I 3 U) -8��V`� 17 CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD OFF: 20.67'R \ 2702.59 s W I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. C56 145.00' 78.54' 31°02'07" 40.26' TC: 2702.41 / \ 11+00 W _ / \ C54 �0 - 1.50% � + 19 CONSTRUCT MIDBLOCK PEDESTRIAN RAMP WITH DETECTABLE 2701.91 FG W WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL 2702.65HP \ Z SPECIFCATIONS STD DWGS SD-712 & SD-712H. a - - - - I 1 C56 12 5 Nip 6 I = I 23 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CURB 7 4 U •I I I R TRANSITION. SEE SHEET 1.03 FOR MODIFIED DETAIL. a BCR ECR I I I STA: 14+31.21 U \ 0.66% Q 25 CONTRACTOR TO CONSTRUCT 6" THICK SIDEWALK THROUGH STA: 14+64.21 I OFF: 36.42'R / 6 \ EXTENTS OF DRIVEWAY APPROACH. OFF. 36.58'R TC: 2700.43 ECR O TC: 2700.14 i \ STA: 14+11.21 PT 2 3 i/ �co / �° \\ ;• , 30 CONSTRUCT TYPE I ACCESS ROAD PER ACHD STORMWATER OFF: 14+11. � G �b0 2702.59 DESIGN GUIDELINES DETAIL 03. - l STA: 13+06.18 � I TC: 2700.48 OFF: 16.50 R CONSTRUCT DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL I < MATCHLINE SEE SHEET 5.12 TC: 2701.32 I xo Ggti - - - •4 SPECIFICATIONS STD DWG SD-710C. 2700.50 2701.06 A - - - - - - - - C45- / 2702.14 � w I • o PRC U)0.80% 6 0.80% co r 23 STA: 11+63.15 I ❑ N Q N � Z 9 p 8"W �X /� OFF: 26.00'L STA: 10+76.90 I < I I 5.14 5.15 5.16 a '5 o m o 2699.97VG 2701.40FG 'SS i TC: 2702.48 I I z U) N W. SMOKEY LAKE DR OFF: 26.00 L I (n 2699.68VG 14+00 13+00 i I o �, N 0.80% - i TC: 2702.17 I I I H 5. = om - I - -I - - i 25 31 30BCR . <• -j ,- 0 N 8'SS - = 2�p0 8"SS 2 j 8 2701.82 i STA: 10+59.51 II III 5.02 a co m 7 8 01 PRC OFF. 26.001 , I I o o N 0.80% 0.80% _ STA: +82.39 TC: 2701.90 I I 5.13 o m = m 49 5.03/ r� - - - - - - - - - - - - - - OFF: 22.20'L MATCHLINESEESHEET5.18yrz 5.12 5.17 T X 5.04 . 5 5.09 5.10 5.11 Y 2699 78 2700.44 2700.98 \ TC: 2701.99 \/ • •' o - PRC - - - - - - - cfl v; - - - - - - - - - - - - - - - - - - - - I STA: 12+03.25 5.06 5.18 3 a 3 OFF: 16.50L 5.08 Q o 00 wz STA: 13+06.18 508 507 5.19 Y ` o I� o o - = - OFF: TY O � Lq 0 � o SEE SHEET 804-807 FOR GRAVI ' - 0 TC: 2701.32 IRRIGATION IMPROVEMENTS 5.2o LJL6 + + 5 3 § � 0 a 4 BLOCK 4 Lli O V) o � o 2708 W. SMOKEY LAKE DR 2708 KEYMAP Q p E N.T.S06 - Y �/► 0 W � PVI STA: 11+34.42 Q r. 01 LO PVI ELEV: 2702.77 `V (D J 3 in N AD: 2.30% + 0 ± o- K: 20.00 N N 46.00' VC �n .-n 6i w HP ELEV: 2702.65 U v W V NO HP STA: 11+41.42 » z 4-1 2704 W W m m 0",4 z ?-0 ± CV � � N O + O) W O N L.f_ o W 00 U O QN � 0 + � 1..� > + - � NIA J � p m N Q � - D_ co QN + � J � � z � Q � � � � � 0 z GENERAL NOTES N + � o � N � � +1.50q � QN - cno_ rn 10 _ n- It o N � _2.1) 1 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK ~ - _ co ❑ Q Q N r- OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS N a cv - _ _ -0.80% / OTHERWISE SPECIFIED ON PLANS. m Y 0 3 z N - - _ _ / 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U U) L 2700 +0'80% - - /� i / 2700 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D } } L a 3 - - - - - - - - - - - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. ( } m m CD o - - - - - - _ _ _ _ - - - _ - - - - - - ' 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL p m LU Lw y CONTROL LINE AND CURVE DATA. chi z U z z Q w U) w ° GRAPHIC SCALE IN FEET = w R 0 10 20 40 a v a 18" GIRR XING o 0 Q CD STA: 11+96.25 NORTH rn o ELEV: 2698.52 o z o d M w W N N o � N 2696 2696 PROFILE LEGEND z z Z U W d � .N CD Q o - - - - EXISTING GRADE AT ROADWAY w w 0 U U a w � 0 IL cA cA Q PROPOSED GRADE AT ROADWAY CL SEAL N U Uj ASS\ONAL £N �O� ��CENSF�7'�FF w C9 � Q ❑ L N � LL d w N z 2692 2692 1994 z m s1/21/ 60 o N 14+00 13+00 12+00 11+00 ,�9TF 3F \�P� O U F� E R 0 F� M o o EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR c.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Ef w w Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 5. I 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 ow what's below 25 OF 67 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 DETAIL ON SHEET 1.04. O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD - _ - - SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL . I SEE SHEET 5.21 FOR ® d 1 c SPECIFICATIONS STD DWG SD-709. U SEEPAGE BED - 2 1 BLOCK 3 DRAINAGE DETAILS i >z> 1 O4 CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING °'� I > 1 FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL 01 SPECIFCATIONS STD DWGS SD-712 & SD-712H. 00 I STA: 12+17 44 I 0) I 11 I B O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. cu I OFF: 35.14'L 1 .'. STA: 2+50 53 2 OFF: 35.141 TC: 2699.39 •'I m 1 I TC 2699 60 O7 ADJUST MANHOLE RIM TO GRADE. 25 31 30 I BCR I I I i > I � 1 u ECR 2 3 STA: 11+97.49 I > STA: 12+70.49 2 3 u O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE OFF: 16.50'L MATCHLINE SEE SHEET 5.13 1- - OFF: 16.50'L PLANS, SHEETS 6.01-6.03. TC: 2699.12 -o TC_2699.70 � CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPLEMENTAL 4 0 0 4 SPECIFICATIONS STD DWG SD-708. a� 1 O •r I o O o .. I 2700.38 j 19 CONSTRUCT MIDBLOCK PEDESTRIAN RAMP WITH DETECTABLE 2699.12 G�1 1 Cis ° ( 1 WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL / �� - � ' •� SPECIFCATIONS STD DWGS SD-712 & SD-712H. c269 0. 08% 9 7 7 25 CONTRACTOR TO CONSTRUCT 6" THICK SIDEWALK THROUGH � I 2> I F - - - - 2698.90VG 2699.19VG - - - - - 7Z O S LW "SS - 00 _k"ejSS - - O 8"SS I - EXTENTS OF DRIVEWAY APPROACH. W 11+00 I 1 +00 7 0 1 . pp CONSTRUCT TYPE I ACCESS ROAD PER ACHD STORMWATER _ �0.62% _1.18% - �1.20� - � � � - - _2� 30 0 6 DESIGN GUIDELINES DETAIL 03. a S. SIPHON AVE -�2699.20LP I 2699.49FG W I L - - - 31 CONSTRUCT DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL W - - - - - - - - - - - - - - - - - - - - - - - � U) 2700.47HP 0.80% 6 6 SPECIFICATIONS STD DWG SD-710C. / W Z - - - - - - - - - - - - - - - J 2700.39 2699.12 8 MATCHLINE SEE SHEET 5.13 CURVE TABLE o C.� - - - ' a ° I CURVE RADIUS LENGTH DELTA TANGENT w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F-- mr Q Q 9 19 19 I - = C57 20.00' 31.42' 90°00'00" 20.00, W N - p o - - - - - - - - - - o - - N - -� o- - - - - > `� C58 20.00' 31.42' 90°00'00" 20.00' 00Y � I 1 2 3 0 `n U) � `n � w � og � I + oN > + 00 + � z (n0u � I N Q O N � O + + L� 0 W �_ w wo 0rnw0 O � 1 i a o r,6Jo N JE o co v-, '+ 0 co co m + + + co 7 viN3i � z .2 N- z 5.14 5.15 5.16 z U) co _ I cD BLOCK 1 g C11m o �' 2 cn I 5.01 ° Q) o I co � I I J CO co N I 5.02 Y SEE SHEET 8.01-8.03 FOR r� oPRESSURE IRRIGATION DETAILS o m o 5.03 5.12 5.17Y 110 .0 5.9 5.1 5.18 7. 5.0 s 5.19 N 1H Lu a 5.20 LL U) Lu o o 270s S. SIPHON AVE 2708 KEYMAP Q p N.T.S - HIGH POINT ELEV: 2700.47 W0,5 Z N HIGH POINT STA: 10+73.69 Q 8 PVI STA: 10+69.19 W Z - PVI ELEV: 2700.74 Q J AD: 2.70% K: 30.00 W 3 81.00' VC 2 Lij CO CO N 0 V N Z 2704 + o + 0 2704 z O N m N U) ^Q o w a: I..L E >> >> 3: CID 0 0 mm ww m N o > o ,� w m O GENERAL NOTES N ON � �`� � w + o �_° a ,`� 0 0 v + 0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK O + 00 m N + 0 "2 o OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS N a Q N - -o-- - - - _ _ 0 . � N o Q N OTHERWISE SPECIFIED ON PLANS. m Y 0 3 z N w O N - + Q N Q N w N 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) 0 > cn o - _ rn z w m ~ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. O 2700 _ cfl O � 2700 c7 m a- o 2.00q +�.50 ^ w Q N j LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. ( } 0 o - - - - - - - - - - - - - - - - J - - - - - J � � +0.50% 3. REFER TO SHEET2.03OF THESE PLANS FOR HORIZONTAL m z -6.25% +6.25% 1�0� - - - - - +0.80% a - - - _ - y CONTROL LINE AND CURVE DATA. ci z Y a w _ w 1�' GRAPHIC SCALE IN FEET = w = a > > 0 10 20 40 z a v a w N O N O O o U z d 0 T O O N N Q N CD d4-n CD o = d) d O ~ ' N z o �� w 0') O m W 6 w'o 2696 6" PIRR XING 2696 Q o N N STA: 11+67.05 PROFILE LEGEND z z w a ELEV: 2696.50 12" STORM XING cD I- _ > o .N STA: 11+97.49 z w w w o a ELEV: 2696.09 - - - - EXISTING GRADE AT ROADWAY � J J Ir 9 ' 0 0 a w PROPOSED GRADE AT ROADWAY SEAL N U ui FOSS\ONAL oc �O \\CENSF� FF r Q w o _ a z 2692 2692 1994 z � °10 1/21 / 6 CO a O o a 10+00.02 11+00 12+00 13+00 13+50 /1. F 3F \�P� O F� E R 8 F�0 0 M u EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. cD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 12 Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED5 . 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 aicUTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what'sbelow. 26 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES I O1 CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 1.04. O2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. I END CURB O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. SEE SHEET 8.04-8.07 IMPROVEMENTS FOR GRAVITY IRRIGATION APN: S1226110550 STA: 12+51.46 O7 ADJUST MANHOLE RIM TO GRADE. IMPROVEMENTS (NOT A PART) OFF: 15.00'L 2 140' TC: 2698.87 O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE CV PLANS, SHEETS 6.01-6.03. 22 CONSTRUCT 5' LONG CURB TERMINUS PER ISPWC STD DWG 2698.93 I O W I - 2698.17 SD-707. < r 6 W I 25 CONTRACTOR TO CONSTRUCT 6" THICK SIDEWALK THROUGH , . t o I I 22 I o-8"W- 7 I 7 8"W- I EXTENTS OF DRIVEWAY APPROACH. 0 g 11+ - 12+00 o b ••�• W 31 I - 1.50% + I - - _0.50% - - 7 - 31 CONSTRUCT DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-710C. o � %•. •I (n ,I: `.�<" I 25 o,°� - - - - - 2698.22LP I 8„ - - - - - - J W s 8 SS - rL6 2698.17 I 2698.34 32 CONSTRUCT 2' RIBBON CURB PER ACHD SUPPLEMENTAL 2 i 1 J , I 2698.20� 2698.18 2698.36 SPECIFICATIONS STD DWG SD-703. n BLOCK 2 I > � I E �� 7 n I > z + Q 22 co 1 2 n� 00 �C 8 END CURB END CURB I I o 0 I f I I (D o I 2699.05 c9 ;' 2698 62 IMPROVEMENTS IMPROVEMENTS I win - I I II 2698.63 STA: 12+51.46 f ~ I I OFF: 15.00 R STA: 12+50.49 Q OFF: 99.87'L TC: 2698.87 Q 4 n TC: 2699.93 I / I 2698.47 , I I I I n - - - - - - - - - - - - a • � - CURVE TABLE N I I I I 2698.80 I 2698.95 A. 2698.82 2698.99 CURVE RADIUS LENGTH DELTA TANGENT 0.40% I j / I I I I LID 00 C59 26.00' 19.83' 43°41'54" 10.43' I O 6 I - =,»W I `; I 32 C60 26.00' 19.83' 43°41'54" 10.43' 2700.01 � _ _ - I � f`� w 8 I- - - 4 - I 1.00%�. - "1.00% - 1.00% _ Cn I °`r I I I I I SEE SHEET 5.21 FOR SEEPAGE S BLOCK 1 BED - 3 DRAINAGE DETAILS z 7 I W. BLUE DOWNS ST z_ it, I ^ w 1 I - -0.80% J fl I a - - - - \� I I o co U LO I I N Ld ❑ N � Q z p Q I I I I I 5.14 5.15 5.16 z U) o - - - - - - - -- o 0 I w �OOrn I 5.01 o END CURB I O -10 � r-i � s I u W o oo n i IMPROVEMENTS I 0° + + �`, I I I I J y STA: 12+17.49 I o cv I I 5.02 Yco OFF: 99.87'L I CD CD N TC: 2699.93 I 1 I I I I I I I I CD CD 5.13 0 m 5.03 r Y5.12 5.17 5.0 505 _T 5.09 5.10 5.11 El f0 0 5.06 5.18 5.0 3 5.08 5.07 H o � z N 5.20 LL a o 2704 W. BLUE DOWNS ST 2704 2704 2704 KEYMAP Q p E N.T.S06 - Y /Y W LLI o Q o > wnn Z m I� Q L0 rrV IY o0 t U O O o + J LLU .L 3 p 0 0 i O � O O LL�..1LL (n r- - W r QO � 0 O6 m HN mC0 7V Z H + (n � C) (n m Z U 00 2700 U ` N w cn o_ � � � � No 2700 - � � Z 2700 --- 3: N 1 M A co z +1 QN - � � ` _ LO-6 - _ Lam + - - - oQN ° -2.00% - - - - - - - -1.507. \ QN - - - - - - Z ~ - - - - m +6.25% -6.25% \ �� N � - w (n _ - o \ +0.50% GENERAL NOTES 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 3 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS o a OTHERWISE SPECIFIED ON PLANS. m 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 3 18" GIRR XING STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D ~ = t 2696 2696 2696 STA: 11+84.98 2696 ° w m a 3 LONGITUDINAL SHALL BE LESS THAN 5/o UNLESS AT A RAMP. m o c ELEV: 2695.75 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL p m Uw LU CONTROL LINE AND CURVE DATA. chi z Y Z U � 2 W 6" PIRR XING z U) a STA: 10+37.00 GRAPHIC SCALE IN FEET o v 0 = a ELEV: 2695.33 0 10 20 40 a U a CD z y (D O J w NORTH > o Z d coCN w ° LU W N N o 2692 2692 2692 2692 PROFILE LEGEND z z Z U w 0- ° o Q - - - - EXISTING GRADE AT ROADWAY � w w 0 U U Q PROPOSED GRADE AT ROADWAY CL SEAL NC/) Uj ASS\ONAL £N w C9 � Q ❑ L N � LL d w N `/) 2688 2688 2688 2688 1994 z Z) �1/21/ 60 o M N 11+25 11+00 10+00 10+10 11+00 12+00 12+75 T�9TF OF \pP� O U co o a 6, j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 N r SHEET NO. CD 1 m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Ef Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 5. 3 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 ow what's below 27 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE PLANS, SHEETS 6.01-6.03. 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 15 CONSTRUCT PAVEMENT PER VICTORY RD PAVEMENT SECTION DETAIL ON SHEET 1.04. 16 SAWCUT TO NEAT EDGE AND REMOVE EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-303. 2' MINIMUM REMOVAL. 24 CONSTRUCT 5' WIDE ASPHALT RAMP. w 27 CONTRACTOR TO CONSTRUCT BORROW DITCH WITH SAND ry WINDOW PER ACHD STD DTL 05. REFER TO SHEET 5.22 FOR j DETAILS. w 28 CONTRACTOR TO CONSTRUCT CHECK DAM PER ACHD BMP 30. z SIDE SLOPES TO BE 2:1 MAX. REFER TO SHEET 5.22 FOR SAWCUT -H DETAILS. GEOMETRY POINT a_ w LEGEND STA: 36+98.51 Ow- c=n o cn 3 o cn OFF: 8.991E N 0 N a. ° E ° EXISTING PAVEMENT E 0 0 0 r D_ D_- 0 P: 2703.47 O 0 0 Ld ° ° 0 d d ±2702.3 EG d PROPOSED PAVEMENT LO ±2703.7 EG ±2703.4 EG W. VICTORY RD. ±2701.5 EG ±2701.1 EG ±2700.5 EG F- 0 2703.55 SWCT 2703.15 SWCT 0 2702.08 SWCT 2701'7 O� .31 SWCT 2�01 0 2700.81 SWCT LO 2700.30 SWCT 2�00 N 01�P 0 2703 2703.01 GB 27 2 2701.16 GB 2700.65 GB 269 W - - - - - 2701_92GB - - - - - - - 2700 - - - - _ _ - - - - - - - -2700.18GB - - U) - - 68.5' 79.4' 151.1' - - 177.9' W O BEGIN SAWCUT e z END TAPER . - DITCH LENGTH g DITCH LENGTH ' DITCH LENGTH _ a DITCH LENGTH STA: 36+98.51 STA: 36+55.61 • '•. • . OFF: 12.701E OFF: 17.001E • a • ' .. . ' _ U P: 2703.30 P: 2703.39 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 24 2702.85 SW 0 2701.76 SW 14 15 16 2701.01 SW 2700.50 SW -0 2700.03 SW �o a* 1.03 o 0 w N J 28 {� 28 28 o co N aDM O U o N OC-I cfl JOIN (D J � N Ln J � N C) N N � c+o boo _+ 0oo-LOD LOD + boo L LOD + � o0 5.14 5.15 5.16 a 5 o zn NNN LOD n � � r- OD LOD LOD �4D - I NN ro rr� NNN 5.01 0 cj Q 27 BORROW DITCH 1.1 N N N N N N BORROW DITCH 1.2 27 BORROW DITCH 1.3 27 BORROW DITCH 1.4 27 mv~i o0m VOL REQ: 169 CF Q LL_ o_ � Q LLa- : a LLa- � } �' m ui LL 0 � VOL REQ: 139 CF LL- 0 � VOL REQ: 264 CF LL. 0 � VOL REQ: 310 CF00 MIN TOP: 2701.71 ~ °° MIN TOP: 2700.80 ~ 00 MIN TOP: 2699.81 ~ °° w ° N I MIN TOP: 2698.82 ° MIN BTM: 2700.98 MIN BTM: 2699.85 MIN BTM: 2698.84 MIN BTM: 2697.84 5.02 IR: 4.0 IN/HR IR: 4.0 IN/HR IR: 4.0 IN/HR IR: 4.0 IN/HR 5.13 o o m 5.03 r� 5.12 5.17 E 5.04 5.05 5.09 5.10 5.11 Y 0 _T f0 5.06 5.18 o5.08 3 5.08 5.07 1H s5.19 z N a 5.20 LL U) LU o C C o KEYMAP Q p E N.T.S - °6 Z W Q N Lu z L W. VICTORY RD CD Q p J � o EE a- W 3 L cy) W p 1`00 + 0 '^ Z 2704 m Q N n 0 Ln 2704 v J - - - - - - - - - - � �U (n0__ m QN � N 0 z 0 - - - _ LL Ln W +1.50%- - _ _ _ _ - � Mo m � '� J � � GENERAL NOTES _ Q N 000 1EC14 0) +1.10% - - - - _ mn 0 + 7 U "� rn 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK -c� cno__ - - - co o Q - - - - - - - - - - - - - m < N o Q Q N OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS +0.65% - -c� cn o_- - - - - - _ _ _ _ Q N � cn � OTHERWISE SPECIFIED ON PLANS. Y 0 3 +0.50% - - - - - -� �- - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = t 2700 - - 2700 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. C7 a 3 +0.70% LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } m m g 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m Lw Lu CONTROL LINE AND CURVE DATA. z Y a LL. U 0 = w Q n GRAPHIC SCALE IN FEET o U o _ R 0 10 20 40 a a o z y CCD D CD Q s a o NORTH > o a z o w co w Lu rn o & N 2696 2696 PROFILE LEGEND z z Z U w a �_ > Q N w w w EXISTING GRADE AT ROADWAY �o Q Ir v ' U U a PROPOSED GRADE AT EDGE OF PAVEMENT w SEAL N U FO Fu SS\ONAL c u \CENSF� FF o r Q w o _ a z 1994 2692 2692 1/21 6 °0 CO a O g a 37+00 36+00 35+00 34+00 33+00 ��TF 3F \�P� O F� E R 8 F�0 0 M u a L � J y EXPIRES 10/20/27 5 .3 CAUTION: NOTICE TO CONTRACTOR N 5 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 14 Y E 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 what's below. 28 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE PLANS, SHEETS 6.01-6.03. 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 15 CONSTRUCT PAVEMENT PER VICTORY RD PAVEMENT SECTION DETAIL ON SHEET 1.04. 16 SAWCUT TO NEAT EDGE AND REMOVE EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-303. 2' MINIMUM REMOVAL. 27 CONTRACTOR TO CONSTRUCT BORROW DITCH WITH SAND WINDOW PER ACHD STD DTL 05. REFER TO SHEET 5.22 FOR n b DETAILS. w w ry Q 28 CONTRACTOR TO CONSTRUCT CHECK DAM PER ACHD BMP 30. SIDE SLOPES TO BE 2:1 MAX. REFER TO SHEET 5.22 FOR z DETAILS. -D J LEGEND CO J -J - +I Li N W LiC) -0N o o EXISTING PAVEMENT p0 0 � oV) rN0 � p "i0 0 p w O 0 0 0 a_ E E 0 X 0 0 o w PROPOSED PAVEMENT o' o - � � w w 31+00 x > A A AR ±2700.1 EG ±2699.7 EG '> ±2699.2 EG f2698.5 EG ±2697.8 EG W. VICTORY RD. ±2697.1 EG Ln o 2699.50 SWCT � 2697.55 SWCTo Zg 2696.93 SWCT jW LU W 2 2699.67 GB 2699.38 GB - - 2698 2698.87 GB 2698 2698.08 GB 2697 2697.41 GB = 07 - - - - - 2698- - - - - 2r 697-� - - - - - -- - - 2696-� - - - - - - -- - - - -- 2696 - - - - - - - 2696.81 GB - w LLI 177.9' 108.5' 129.0' - - - - - - - - - - - - - - - - - - 205.1' - - - LIJ� O L) DITCH LENGTH 8. DITCH LENGTH DITCH LENGTH °' .A DITCH LENGTH ° w • • • I- ° ' •• . • • • •• • .• 4. A. AA• • • .• ° . °. •.° ° • • • • • °. LIJ Z ° a A. ' A. z J - - - AA 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J = 14 15 16 14 15 16 DE U 2699.52 SW 2699.23 SW 2698.72 SW 2697.92 SW 2696.66 SW U 8 N CD -o 2697.26 SW E 8 Q /�\\ z 0 -� 0 1.03 w o_ a 28 28 28 0 00 U) 00 r 00 M N oo ,� ao a 0 JON JON p JpN ❑ N N LOD LOD ± c� 0) � LOD LOD + o � LOD LOD LOD �+ po -LOD LOD LOD LOD LOD LOD L 5.14 5.15 5.16 Z = N M NNN O I� OO O BOO 27 BORROW DITCH 1.5 r7 N N N N N N N a a BORROW DITCH 1.6 27 27 BORROW DITCH 1.7 5.01 °' o N � LL _'0 - O VOL REQ: 189 CIF � wo F- VOL REQ: 225 CF � wo0 co V) O m MIN TOP: 2697.81 V) O m V) O m MIN REQ: 69 CF MIN TOP: 2696.81 W y MIN BTM: 2696.85 MIN TOP: 2695.82co MI TM ( 2696 MIN BTM: 2695.84 MIN BTM: 2694.85 5.02 N IR: 4.0 IN/HR IR: 4.0 IN/HR 0 o5 03Y g .� 5.13 0 m r---1 Y 5.12 5.17 5.0�45. 5 5.09 5.10 5.11 A2 f0 0 5.06 5.18 5.0 3 5.08 5.07 N o � z N 5.20 LL a I-I w O KEYMAP Q p E N.T.S06 - Y /Y o w N z 10 2704 W. VICTORY RD 2704 0 J 0� L w 3 E Ly U p N W 04-1 z p r^ °a J lul+ 00 O = N O) 00 Ur70 M � a Q N + p 00 N o N 0') 17 � (nD_ r7O + 6 M � m O O 2700 - _ °0 N _ Q ° ± C 2700 GENERAL NOTES - m n cy) o +0.45% - - - - -U cn � ro00 � - - - - - - _ _ a N + O O po 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK -( V)�_ _ 0 co (6 � c� w o OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS a - - - _ _ C° + �° Z `n OTHERWISE SPECIFIED ON PLANS. Y 3 +1.10% - - - - - -m _ - -04 N 00 - = r co 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U co q N � C) N � STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. 0 } } a 3 0.70% - - - - - - m ~ N rn Q � 04 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 00 co 6 0 _ .O (/70_ - - - - - - - - C0 } 0 o - - - - - - - _ _ _ _ _ _ _ a N N 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m w +0.40% - - - - - - - - - - _ _0 V) � CONTROL LINE AND CURVE DATA. z w - - - - - w U y GRAPHIC SCALE IN FEET = w U) a +0.70% o U o = a 2696 2696 0 10 20 40 a U a O Z y O O J w NORTH > o z d M w LU o LLJN N PROFILE LEGEND z z Z U W 0- ° o Q 0 EXISTING GRADE AT ROADWAY w w 0 U U a ~ 2692 2692 PROPOSED GRADE AT EDGE OF PAVEMENT o_ N SEAL U UJ 0 ASS\ONAL £N L N w N O- z m 2690 2690 1994 m �1/21/ 60 o N 32+00 31+00 30+00 29+00 28+00 ,�9TF OF \OPT O M U F� E R 0 F� o 00 a 6, j 3 EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR C.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 5. 15 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 29 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES O6 ADJUST WATER VALVE BOX AND COVER TO GRADE. O7 ADJUST MANHOLE RIM TO GRADE. O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE SAWCUT PLANS, SHEETS 6.01-6.03. GEOMETRY POINT 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD 76 STA: 23+63. SAWCUT OFF: 0. 7600' GEOMETRY POINT SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. STA: 23+63.76 P: 2696.40 , 15 CONSTRUCT PAVEMENT PER VICTORY RD PAVEMENT SECTION S. FARMYARD AVE OFF: R DETAIL ON SHEET 1.04. 9+99.75 P: 2696.16.15 W. VICTORY RD SAWCUT 16 SAWCUT TO NEAT EDGE AND REMOVE EXISTING PAVEMENT PER w 23+68.81 GEOMETRY POINT ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-303. 2' STA: 23+53.76 MINIMUM REMOVAL. Q SAWCUT OFF: 11.18'R > GEOMETRY POINT P: 2696.11 17 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD Lu STA: 23+85.74 SAWCUT SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. w z OFF: 0.00' GEOMETRY POINT J P: 2696.49 X X 22 CONSTRUCT 5' LONG CURB TERMINUS PER ISPWC STD DWG o + 11 STA: 23+53.76 SAWCUT SD-707. O = ui I. BCR SAWCUT OFF: 0.00' GEOMETRY POINT GEOMETRY POINT P: 2696.37 STA: 23+17.20 -0 c O < STA: 24+24.52 27 CONTRACTOR TO CONSTRUCT BORROW DITCH WITH SAND N a wp 0_ OFF: 19.00'L STA: 23+85.74 t2695.8 EG OFF: 0.00' WINDOW PER ACHD STD DTL 05. REFER TO SHEET 5.22 FOR l E E E 0 0 E E M 0 0 0 0 � X OFF: 9.00'L c c c w P:2696.07 flfm w TC: 2696.46 P: 2696.28 E0 ° O DETAILS. xxxxx KAN XKY 28 CONTRACTOR TO CONSTRUCT CHECK DAM PER ACHD BMP 30. SAWCUT 26+00 W. VICTORY RD. +00 23+00 SIDE SLOPES TO BE 2:1 MAX. REFER TO SHEET 5.22 FOR - - - - - - - - - -� ST�: 23+17.201NT DETAILS. f2696.7 EG ±2696.5 EG f2696.3 EG ±2696.2 EG f2696.2 EG f2696.5 EG f2696.2 EG 6 w OFF: 15.00'L 2696.19 SWCT �` 36 CONSTRUCT 10' PEDESTRIAN RAMP WITH DETECTABLE a // // // / o // // �'/ \ P: 2695.74 WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL I j 2696.51 SWCT oo 2696.20 SWCT , 2696.02 SWCT o 2695.94 SWCT � 2696.00 SWCT - SPECIFCATIONS STD DWGS SD-712 & SD-712A&ACHD MUP-06. 2 996 Lu .04 GB SAWCUT _ 2696 GEOMETRY POINT 37 CONSTRUCT 3' GRAVEL SHOULDER. U) 2696 2696.39 GB 2696.05 GB 2695.88 GB 2695 2695.78 GB 2695.84 GB - - 2695 22 ° ' - 2696 7 STA: 23+19.80 Lu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OFF: 15.00'L 8 oo I 37 P: 2695.76 LEGEND W 205.1 - - 292.7' - - - - - - - - - - - O U) DITCH LENGTH ° f , . _ DITCH LENGTH . 'S G BEGIN SAWCUT W P .° • '. d . ° y • P • 9 O z - . °. . , '. . . . ° • 0 N STA: 23+19.80 mr °. 36 17 C� OFF: 17.841 J - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - �• ° MATCHLINE SEE SHEET 5.01 36 P: 2695.83 U 14 15 16 BO2696.24 SW 2695.90SW 2695.73 SW 2695.63 2695.69 SW BORROW DITCH 1.8 oU' 2696.64 SW ^ zo W= E Q _p a: ECR MIN TOP: 2694.84 - - 0 1.03 STA: 23+94.52 ui p MIN BTM: 2695.84 28 �� OFF: 48.82'L ® IR: 4.0 IN/HR a TC: 2696.29 o co 00 NOEDGE OF PAVEMENT CURVE TABLE a o `o J °' N 00 GEOMETRY POINT z N N CURVE RADIUS LENGTH DELTA TANGENT a C) D + o D LOD LOD LOD LOD I I cci) oo::E • STA: 23+42.52 " z U- -- Q 27 BORROW DITCH 1.8 I OFF: 49.18'L ° oCD w O VOL REQ: 749 CF P: 2696.22 65 C61 30.00' 46.94' 89 39'27" 29.82 } co cn O 0 m SEE SHEET 5.21 FOR SEEPAGE - - - - - - - •® uj MIN TOP: 2694.81 BED - 8 DRAINAGE DETAILS I C62 30.00' 17.03' 32°31'04" 8.75' ■ - J lo MIN BTM: 2694.50 IR: 4.0 IN y\1CN Y O \ T i I ••• •• ■ O 0cli m T N 5.14 5.15 q 0 v 0 T 5.01 r 5.02 m w U 5.13 O J 5.03 r� Z - N 5.12 5.17 I„L a 5.045 O 5.09 5.10- .11 N nF o 5.06 5.18 LL 5.08 Ax - 5.08 0 5.07 5.19 W �V z N Q O W Z Y 2704 W. VICTORY RD 2704 5.20 (D Q CJ 0 J 0� w 3 KEYMAP W (� N.T.S 0 N 'L- O N C N O Ul D_ O O_ E o 2700 Q 2700 GENERAL NOTES 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK Q ao OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 00 a zoo co g (D 00 OTHERWISE SPECIFIED ON PLANS. Y u- 3 J + `n � r j 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 0 _ � � N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. O ~ UN (0 N � a 3 Q a CC14 + ``� ,n O 00 � �_ Q N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m o o � C/) N rn + O 00 cd 00 + O Z c w 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL o m w Q N Lu N rn (0 � Ln Ln N CONTROL LINE AND CURVE DATA. L 3 U O = w a m H .. cfl N NOS N � aN 0 Lu oN - - - - - - - - m aN aN aN _ _ _ _ _ 0° � GRAPHIC SCALE IN FEET c� cnw - - - - - - - - -� c~n �- - - - - - - _ _ _ � c~n � - - - - - - - - - - - - - - - -c� cnm- - - - - - - - - - - - - - - - - - - - 0 10 20 40 = o U o a a 2696 +0.40% +0.20% - - - -cD cnw- - - - - - - - - - -0.20% - - 2696 a -0.10% o z y CD 0 Q s a o NORTH >CD o a z o w Lu rn o N PROFILE LEGEND z z N N Z U Lu 0- �_ > Q N oQ EXISTING GRADE AT ROADWAY � w w w Ir 9 ' U U a 2692 2692 PROPOSED GRADE AT EDGE OF PAVEMENT SEAL N FOSS\ONAL fiyG/,�w �O �\CENSF� FF � � Q Q L d w N 0 N - O_ z m 2690 2690 1994 � °10 1/21 / 6 CO a O o a 27+00 26+00 25+00 24+00 3F \OPT O F� E R 8 F�0 0 M u d J y EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 16 Y E 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 what's belOW. 30 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES O7 ADJUST MANHOLE RIM TO GRADE. O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE PLANS, SHEETS 6.01-6.03. 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. W. SMOKEY LAKE DR 15 CONSTRUCT PAVEMENT PER VICTORY RD PAVEMENT SECTION 9+99.99 DETAIL ON SHEET 1.04. S. LINDER RD 16 SAWCUT TO NEAT EDGE AND REMOVE EXISTING PAVEMENT PER 24+11.71 ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-303. 2' ±2701.17 EG MINIMUM REMOVAL. SAWCUT _SA WCUT GEOMETRY POINT GEOMETRY POINT 17 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD STA: 24+06.71 STA: 24+17.31 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. OFF: 15.011 OFF: 1.091 P: 2701.15 P: 2701.71 22 CONSTRUCT 5' LONG CURB TERMINUS PER ISPWC STD DWG SAWCUT SAWCUT SD-707. GEOMETRY POINT GEOMETRY POINT V) STA: 24+06.71 STA: 24+17.31 24 CONSTRUCT 5' WIDE ASPHALT RAMP. LiOFF: 8.00'R [if OFF: 8.00'R j P: 2701.50 P: 2701.50 27 CONTRACTOR TO CONSTRUCT BORROW DITCH WITH SAND ._� f2701.23 EG WINDOW PER ACHD STD DTL 05. REFER TO SHEET 5.22 FOR DETAILS. m w oN J GEOMETRY APOINT GEOMETRY POINT � � STA: 23+96.71 36 CONSTRUCT 10' PEDESTRIAN RAMP WITH DETECTABLE STA: 24+27.31 WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL Lij m OFF: 15.06'L OFF: 1.20'L SPECIFCATIONS STD DWGS SD-712 & SD-712A&ACHD MUP-06. SAWCUT o < 0 P: 2701.14 P: 2701.72 m _GEOMETRY POINT SAWCUT Eon E0P STA: 20+97.08 ° ° O 0_ N o co E W GEOMETRY POINT SAWCUT a OFF: 8.00'R �'o ,� _ LLSTA: 23+96.71 Y GEOMETRY POINT O O P: 2700.99 o o � o OFF: 8.00 R STA: 24+27.41 Of a_ a S. LINDER RD. P: 2701.148 < P: 2701.50 ______-�_______. 21 00 _ _ _ _ _ 23+00 4+ 25 M _ LEGEND - I - - I - - - 0 ss-ass ss ss f2701.0 EG s f2701.0 EG f2701.2 EG ss s f2701.7 EG EXISTING PAVEMENT O __0P- EOP EOP EO _ O 2700.91 SWCT �0 2700.98 SWCT 2701.15 SWCT 2701.69 SWCT W PROPOSED PAVEMENT 7 = 2700.73 GB) ° G 2700.81 GB - I 22 I (n-Oi P 01 f x x x x x x 63.2' 22 _ _ - - -DITCH W EN_GTH _ W--- BEGIN SAWCUT END TAPER x - - _ _ - - _ BEGIN TAPER - ' END TAPER - fn - _ _ - CURVE TABLE STA: 20+97.08 STA: 21+60.79 STA: 22+45.73 STA: 23+50.71 17 17 BEGIN TAPER W-__ - - - Q OFF: 10.63'R OFF: 17.00'R - - - - - T OFF: 17.00'R OFF: 27.51'R STA: 24+72.71 z - - - - - - _ CURVE RADIUS LENGTH DELTA TANGENT >o LO P: 2700.98 P: 2700.73 I 113.6' P: 2700.81 P: 2701.03 - _ �'6 - - - - - 8 OFF: 27.51 R J - - - - o cn co DITCH LENGTH �v I G� � P: 2701.27 /_\ v C63 30.00 47.12' 89 5945 30.00 Q o_ . r w n" - - ��, C64 30.00' 47.13' 90'00'15" 30.00' a co 24 - _ ti.= �_.Qr _. _/: - _ BCR 36 = Q, a. �_ . STA: 23+55.71 Q 36 ECR _ CD � N BORROW DITCH 2.6 27 �� 10OFF: 29.51'R a STA: 24+67.71 w 5 co VOL REQ: 1003 CF cn \ )0,000 14 15 16 0 coM 0 0 0 0 0 TC: 2701.49 - OFF: 29.51'R J. 0 1. MIN TOP: 2699.35 0'� 8 " �o MATCHLINE SEE SHEET a - - 5.11 Tc: 2701.72 MIN BTM: 2698.43 o LO I BCREC 5.14 oY CD. .2700.67 SW m. STA: 23+85.71 o IR 18 IN 1 I - I 5.01OFF: 59.51R OFF: 59.51R � STA: 24+37.71 Y TC: 2701.73 I I TC: 2701.90 SEE SHEET 8.04-8.07 FO -- � = GRAVITY IRRIGATION IMPROVEMENT 5.02 0 5.13 5.03 U 5.12 5.17 LU 5.04 5.05 5.09 5.10 5.11 O J N 5.06 5.18 cf) O 5.08 � � N S. LINDER RD 5.08 5.07 5.19 LL a Q � � E1H - Y 5.20 W W z N W z Q L Q 2708 2708 KEYMAP 3 o N.T.S W 3 E U W O 0 O O U Y Q _j } O LLI 0 2704 0 Z o 2704 GENERAL NOTES 000 o ) E 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK o Q � N CD � ,n � 00 N o OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS a ao + N �+ �+ Q Q N OTHERWISE SPECIFIED ON PLANS. m Y 0 3 + °' + N o z m N o N o0 N O m 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 00 + + N O Q N m Q N Q N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. o ~ d 3 NO O NOO NO m � N m � C� (n0_ m ~ o U 00 r- N O r- -(D N a_ c� cn_o_ _ _ _ _c� v� o__ _ _ _ _ LONGITUDINAL SHALL BE LESS THAN 5/o UNLESS AT A RAMP. Q m m o o m I— QN QN m aN - - - - - - - - - - - - - - - - 3. REFER TO SHEET 2.030F THESE PLANS FOR HORIZONTAL o w - - - - - - 0 Un m I- .. m cnm 0 cnm - - - - - - - - - - +0.15% +1.00% -0.20% U - - - - - - - - - - - - - � Nm - - - CONTROL LINE AND CURVE DATA. � o - a - - - - - - - +0.55% = 0 w U) 0 -U.30% +0.10% +0.30% GRAPHIC SCALE IN FEET o = R 2700 2700 0 10 20 40 = a U a ~ o y o 0 as p o 0 a o z rn a o z - N W o cy) g 0 w rn o w N N N PROFILE LEGEND z z Z U w 0- �_ > Q N oQ EXISTING GRADE AT ROADWAY ( w w w Ir v ' U U a 2696 2696 PROPOSED GRADE AT EDGE OF PAVEMENT SEAL N Fu SS\()NAL EN% c U �O �\CENSF� FF o r Q w o _ a z m 2694 2694 1994 � °10 1/21 / 6 CO a O o a 21+00 22+00 23+00 24+00 9TF 3F �OP� O 0 0 M U 0 00 J y EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 17 Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED5 . 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. 31 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE PLANS, SHEETS 6.01-6.03. 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 15 CONSTRUCT PAVEMENT PER VICTORY RD PAVEMENT SECTION DETAIL ON SHEET 1.04. 16 SAWCUT TO NEAT EDGE AND REMOVE EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-303. 2' MINIMUM REMOVAL. 27 CONTRACTOR TO CONSTRUCT BORROW DITCH WITH SAND WINDOW PER ACHD STD DTL 05. REFER TO SHEET 5.22 FOR DETAILS. 28 CONTRACTOR TO CONSTRUCT CHECK DAM PER ACHD BMP 30. SIDE SLOPES TO BE 2:1 MAX. REFER TO SHEET 5.22 FOR DETAILS. LEGEND V) W Q EXISTING PAVEMENT Z PROPOSED PAVEMENT J w w -H W )Ad zL ~ x x O iz P O = X ® vc 0 0 O W � F W E E a 0 0 0 I� C L - - 0 0 IY (Y 0 S. LINDER RD. 27+00 29+00 L6 t 2701.9 EG f 2702.3 EG f 2702.5 EG f 2702.8 EG 7 f 2702.9 EG f 2703.0 EG W s s 2 VCT 2701.67 SWCT N ,02 2702.25 SWCT 2702.39 SWCT o �- 2702.66 SWCT � 2702.69 SWCT � 2702.76 SWCT a? Cn W P LU 2702.12 GB 2702.21 GB 2702 2702.52 GB - - 2702.52 GB -- - - 2702.59 GB --- - LU - - W O�IP W _ �2701 2701.48 GB _ _ _ W _ _ _ _ _ z -- - (= 2700 END TAPER - - - - - - - F-- 2700 z _ - - - �� Ui _J Q LU - - - 25+77.9LU OFF: 4 - - - - - 2701 - - - - - - - - - - - - - - - - 0 LO - - - U) P: 2701.48 73.7' - - - 353.4' - z 63.3' DITCH LENGTH 702 DITCH LENGTH ~ Q r N N J DITCH LENGTH I 2 " ' 5.14 5.15 5.16 a '5 o U BORROW DITCH 2.5 27 2701.34 SW 2701.98 SW 2702.06 SW 2702.38 SW 2702.38 SW 2702.44 SW u } `� "' Q VOL REQ: 771 CF I I W o00 s ci MIN TOP: 2700.00 0- O 14 15 16 BORROW DITCH 2.4 27 Mo MIN BTM: 2699.36 co 28 _�:o `V-� VOL REQ: 517 CIF 5.02 IR: 1.8 IN/HR o r7 00 "� o 8 MIN TOP: 2700.46 N gcn 2706 ci N -� a MIN BTM: 2699.39 5.13 0 m _ O N /// r� 2704 + o O o IR: 1.8 IN/HR 5.12 5.17 `V 2702 N On N N�� SEE SHEET 8.04-8.07 FORI - I -- GRAVITY IRRIGATION IMPROVEMENTS - - �5.04 5.05 5.09 5.10 5.11 � o � _- - cn oF- m 5.06 5.18 3 5.08 5.08 5.07 N o � z N 5.20 a I-I 0 S. LINDER RD KEYMAP Q p E N.T.S06 - Y /Y 0 w o N W z O ` Q N 2708 2708 E L � � w Ly E U O N 'L U N o Q Z_ Ln o � co o 00 J + 00 rn p- N = NO o 270, o (6 _ + ,�' + + Q N 2704 GENERAL NOTES Z_Ly O N 00N NN I- N 00N 0) Q ~ 000 rn + + N o N O N O � N o- 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK I- N J ao N o N 0 Q N Q N Q N OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS U N O + Q N Q N m H .. m c� cn o_ - - - - c~n a- - - - - - - - - - -0 N m- - - - OTHERWISE SPECIFIED ON PLANS. Y 0 3 Q � N No � � - - - - - - - � c~na - - - - - - - - - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST co _ m m N - - - - - - - - - - +0.60% -0.00% +0.10% STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. � } } a 3 - - - - - - - - - - - - - - - - -(D Na- - - - - - - - +0.20% LONGITUDINAL SHALL BE LESS THAN5% UNLESSATARAMP. } 00 m o +0.60% 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m Lw -0.00% ,� CONTROL LINE AND CURVE DATA. LL LU Y w o GRAPHIC SCALE IN FEET = w R 2700 2700 0 10 20 40 a U o U CL � a w O O CD Q d O O O J d7 O IL `o z 0) O Z d co W W O O uJ N N N PROFILE LEGEND z z Z U W 0_ � .N o Q o EXISTING GRADE AT ROADWAY w w 0 U U o Q . PROPOSED GRADE AT EDGE OF PAVEMENT 2696 2696 N SEAL v7 UJ 0 ASS\ONAL £N L N Uj N z 2694 2694 1994 z Z) �1/21/ 60 o N 26+00 27+00 28+00 29+00 ,�9TF OF \�P� c O U F� E R 0 F� M o o_ 6, j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I 8 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 32 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE PLANS, SHEETS 6.01-6.03. 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 15 CONSTRUCT PAVEMENT PER VICTORY RD PAVEMENT SECTION DETAIL ON SHEET 1.04. 16 SAWCUT TO NEAT EDGE AND REMOVE EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-303. 2' MINIMUM REMOVAL. 25 CONTRACTOR TO CONSTRUCT 6" THICK SIDEWALK THROUGH EXTENTS OF DRIVEWAY APPROACH. 26 MATCH EXISTING PAVEMENT. 27 CONTRACTOR TO CONSTRUCT BORROW DITCH WITH SAND WINDOW PER ACHD STD DTL 05. REFER TO SHEET 5.22 FOR DETAILS. 28 CONTRACTOR TO CONSTRUCT CHECK DAM PER ACHD BMP 30. Q SIDE SLOPES TO BE 2:1 MAX. REFER TO SHEET 5.22 FOR .� DETAILS. N z 34 CONTRACTOR TO MAINTAIN ACCESS TO RESIDENT DURING w _j CONSTRUCTION. Q LEGEND X X 12 PVC �- ° ° 3 3 ° = X EXISTING PAVEMENT O a 3 3 3 O w O U) o w r_� CL r.6 a: O O O PROPOSED PAVEMENT f2703.1 EG S. LINDER RD. 30+00 } 33+00 34 W 2702.89 SWCT f2703.2 EG ±2703.6 EG s ±2704.6 EG f2704.9 EG w CURVE TABLE / LL1 / // // o // // / , // / // // ,// / / // // // / / // // / 01 , / / // W O = BCR m rn 2704 = CURVE RADIUS LENGTH DELTA TANGENT (n STA: 29+84.41 C° 2703.05 SWCT 2703 2703.30 SWCT 00 1 . 27 44.41 SWCT LO 2704.73 SWCT r- U) W C65 10.00, 15.71' 90,00,001, 10.00, LU OC: 2702. R 2703.12 GB 2703 2704.27 GB 2704.57 GB W � TC: 2702.74 C6, �`� ECR - - - 2704 or+�o Cn °H� C66 10.00' 15.71' 90°00'00" 10.00' `s STA: 30+17.38 2702 2703 4 W � W 2701 2702 2703 �\ z - - - z OFF: 17.00R z_ _ - - J 2701 TC: 2702.91 J LU w - _ = 2702 34 - 23.9' - 26 26 - - - - - - 189.3' - - - - - - - - - - 168.3' - - - - - - 81.1' - - - ° co N DITCH LENGTH 25 DITCH LENGTH DITCH LENGTH DITCH LENGTH Q o 0 N Q z CO I 5.14 5.15 5.16 z CD c - - 25 - - - 2702.76 SW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5.01 ° 2702.98 SW 8 2704.12 SW 2704.43 SW } 0 co 27 2.60 SW BCR c� 28 HJ `° 28 BORROW DITCH 2.3 27 14 15 16 28 BORROW DITCH 2.2 27 o y STA: 30+07.38 VOL REQ: 367 CIF N VOL REQ: 229 CF N o 11000 5.02co r7m OFF: 27.00R O � 0 � N � N o N MIN TOP: 2701.37 MIN TOP: 2702.36 C: 2702.78 0_ N _ N 2709 � .N 0 0 rri cv MIN BTM: 2700.58 0 0 4 r7 MIN BTM: 2701.39 + 0 0 0 5.13 0 m _ a• -0+ 0 0 om -m -m ECR -M -M + 0001 -M -M 2708 r7 o I- r'-m -M M 5.03 r� N N N STA: 29+94.41 IR: 1.8 IN/HR Nor` I- IR: 1.8 IN/HR 2707 r7 M N N Y OFF: 27.00'R SEE SHEET 8.04-8.07 FOR N N 2706 .- Q 5.12 5.17 ° Q L m GRAVITY IRRIGATION IMPROVEMENTS Q m 2705- "� � O �5.p4�5O5 5.11 n 0 m TC: 2702.65 n 0 � m 2704 cn O � m �/ 5.09 5.10 T 0� Q0� 007 00� Q0� 00� ( 0� 27 03 QO Q0� 001 Q0� 01 5.06 5.18 3 5.08 5.07 z N 5.20 LL a '-' O = 2712 S. LINDER RD 2712 KEYMAP Q p E N.T.S06 - Y /Y w o N Qz O w p p J 0� E L w 3 Ly U O s 2708 00 2708 U) zLLI > Zorn Q J + 0 C) '� m o cfl C° �i end GENERAL NOTES + N r7 ro 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK o 00 _ m M n 0 m N _ _ _ _ OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS Z o N m N - - c� cn a - - - OTHERWISE SPECIFIED ON PLANS. m Y 0 3 D + C° + _ _ _ - - - - - - - O m- - - +1.05% 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of � _ 270,v N o +00 o N � o - - - - - - - - - - - - - - - - - - - +0.71% 2704 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. } } d 3 ~ QN NO � � QN - - - - - - - - - - - - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } m 00 o Q Q N m ~ - - - - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m Lw CD � N � aN m - - - - -c� cnL- - - +0.50% z W Z g - - - - -m n �- - - - - - -0 cna-_ - - - - - - - - - - - � � v � CONTROL LINE AND CURVE DATA. w +0.49% GRAPHIC SCALE IN FEET 0 = w +0.30% +0.30% vcl R 0 10 20 40 = a U CL a ~ CD ' Qw O d O O O J 6? O IL `o z 0) O Z d co04 W ° W O O o � N 2700 2700 PROFILE LEGEND z z N N Z U W 0- � .N o Q o EXISTING GRADE AT ROADWAY � w w 0 U U a r = PROPOSED GRADE AT EDGE OF PAVEMENT N U SEAL LU 0 ASS\ONAL £N L N w N - O- z 2696 2696 1994 Z) s1/21/ 60 o N 30+00 31+00 32+00 33+00 TTE OF \�P� O M U F� E R 0 F� o 00 a 6, j 3 EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR C.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I 9 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 33 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PAVING CONSTRUCTION NOTES O8 PROPOSED STREETLIGHT, REFER TO LIGHTING AND SIGNAGE PLANS, SHEETS 6.01-6.03. 14 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 15 CONSTRUCT PAVEMENT PER VICTORY RD PAVEMENT SECTION DETAIL ON SHEET 1.04. 16 SAWCUT TO NEAT EDGE AND REMOVE EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-303. 2' MINIMUM REMOVAL. 17 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. 20 CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT SECTION DETAIL ON SHEET 1.04. 0 m 22 CONSTRUCT 5' LONG CURB TERMINUS PER ISPWC STD DWG O SD-707. ® 27 CONTRACTOR TO CONSTRUCT BORROW DITCH WITH SAND WINDOW PER ACHD STD DTL 05. REFER TO SHEET 5.22 FOR Q � DETAILS. w I ® 28 CONTRACTOR TO CONSTRUCT CHECK DAM PER ACHD BMP 30. N 7 T�°3�°3 °3 S. LINDER RD SIDE SLOPES TO BE 2:1 MAX. REFER TO SHEET 5.22 FOR +I � p 36+19.71 0 ® DETAILS. � W. HARRIS ST ° ° ° ° Q 3 3 10+00.10 E E 36 CONSTRUCT 10' PEDESTRIAN RAMP WITH DETECTABLE ° 0 WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712A&ACHD MUP-06. a o 0 x LEGEND ow0 �o � w r . Df a- a S. LINDER RD. O u f2707.3 EG EXISTING PAVEMENT 35+00 xxxxxxxxxX 36+00 0 _ 37+00 37+27 4 - - �- � I - - - - SWCT 'SAWCUT EG f2706.5 E f2706.7 E . PROPOSED PAVEMENT GEOMETRY POINT O - - STA: 36+74.81 L6 2705.20 SWCT 2706.28 SW CT 0 2707.22 SWCT OFF: 8.00'R - 2� P: 2707.65 CURVE TABLE ° W06 2705.07 GB ° 2705 ,� °� 22 BEGIN SAWCUT _°i0 - ---------- ---- - ---- ------ O 0 g °H --6 -- 2704 + -X X CURVE RADIUS LENGTH DELTA TANGENT =O - 2703 2705.99 B OFF: 11.27R _ C67 30.00' 47.22' 90°11'05" 30.10' C; 4o P: 2707.59 - - - EDGE OF PAVEMENT - w Lu 23.4' L GEOMETRY POINT I ~ LLJ - 78.3' EDGE OF PAVEMENT C68 32.00' 49.41' 88°27'48" 31.15' �� - - - - U - DITCH LENGTH - - - STA: 35+58.52 _ GEOMETRY POINT ° co 17 - - EDGE OF PAVEMENT W - 81.1' DITCH LENGTH OFF: 27.53'R 22 • • tij0 STA: 36+43.57 � a z • DITCH LENGTH �- P: 2706.32 p�' GEOMETRY POINT , o N 4 STA: 35+95.51 OFF: 43.16 R a , 2 36 5.14 . zU) oOFF: 62.16 R P: 2707.68 _ • U - - - • - -- - - - - - BCR - P: 2707.07 2704.93 SW 2706.69 SW STA: 35+63.52 2707.26 SW EDGE OF PAVEMENT 5.01 ° � N co 1 3: O GEOMETRY POINT w o 00 co LL co o o=� 14 15 16 28 W. OFF: 29.53'R 20 STA: 36+43.51 5 02 Y _ mo L:m =� N 27 BORROW DITCH 2.1 TC: 2706.81 OFF: 62.32'RLn �� ,ri N VOL REQ: 383 CF 2707.55 SW P: 2707.85 5.13 0 0 u) N N - I- Ln (0 l.n .a @ m m �+ � o o MIN TOP: 2703.60 -M - 5.03 r� MIN BTM: 2705.17 5.12 5.17 Y r7 r7 N N I R: 1.8 1 N/H R 5. SEE SHEET 8.04-8.07 Q o -- -I I 5. 5.09 04 5.1110 FOR GRAVITY IRRIGATION o 0 m 10 Q0� IMPROVEMENTS r I 5.06 5.18 3 0� D Q07 Q07 Q01 O 5.08 5.08 5.07 5.19 W O J N 0 5.20 ui O S. LINDER RD KEYMAP Q p N.T.S - °6 Z W Q N z L W 0 2712 2712 CW 3 C E W V U 0 O z O Z �' (o Q � r- � � � 0 2 CDO + N + In Q 2708 ° + _ � �' 2708 GENERAL NOTES o N Ln + � Ln (o HMO aN QN _ 0 O Nr0 in (O � O QN C� (nD C� (nD - - w 0 + `- ro 0 r - - _ _ _ 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK o z 0o rn M M CO Q N m Q N - - - - z m - V OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS + M O Q N - - - - - - - - +0.20% OTHERWISE SPECIFIED ON PLANS. m Y q 3 v rn � 14- C -5 � �_ - - - - 0 90% 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) � � ~ Q N r7 0 _ _ - - - - - - +0 90% STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. O a 3 12 U) a- Q N _ - - - - - - - - - - 30% LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m m ° ui � �- - - - - - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m Jw - +0.90% CONTROL LINE AND CURVE DATA. U a w Q w U) O = w EL GRAPHIC SCALE IN FEET o v o a a 2704 2704 0 10 20 40 a U Q N O as p CD 0 a o z rn d o z - N w o cy) g 0 w rn o w N N N PROFILE LEGEND z z Z U w a (D �_ > a N oQ EXISTING GRADE AT ROADWAY � w w w Ir v ' U U a a 2700 2700 PROPOSED GRADE AT EDGE OF PAVEMENT w SEAL E �Fu �SS\ONAL c u �o �\CENSF� FF o r Q w o _ a 2698 2698 1994 z � °10 1/21 / 6 o 35+00 36+00 �F TF OF o a << ER gP 0 0 M u d � J y EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ^0 Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED .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's below. 34 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig �o , o Cn .• � 2702.69 FG TEMP POND - 1.1 27 c o c o �� 27 TEMP POND - 1.2 CB-4B �o. VOL REQ: 476 CF c- )c )'-"o` VOL REQ: 476 CF 3 �� ® 3 13 LF © STA: 13+03.72 I Z / VOL PROV: 1904 CF ° ° VOL PROV: 1904 CF / c o CB-7A 25 ° 0.20� i OFF: 16.50L -I � // � MIN TOP: 2705.62 ,;',�°�,"�',°�," MIN TOP: 2705.62 STA: 18+35.57 10 LF © RIM: 2701.40 m MIN BTM. 2704.62 C o MIN BTM: 2704.62 OFF: 18.00R 3 0.20% 5 / 2702.86 FG �INV IN: 2698.43 SW I / GRAVEL BTM: 2703.62 '` ' `�° GRAVEL BTM: 2703.62 RIM: 2694.9216 S&G-7 INV OUT: 2698.43 E / / / IR: 1.8 IN�HR c c CB-7B 1 17 RIM: 2695.66 Q25: 0.58 CFS I / Q0� c c IR: 1.8 IN HR INV OUT: 2690.71 E ' IN INV: 2690.59 Q100: 0.81 CFS 61 LF C�? 9 °� °� Q25: 2.75 CFS STA: 18+35.57 D � 4 Q0� no Q100: 3.83 CFS OFF: 18.00E o OUT INV: 2689.74 CB-4A. 0.00% / 'o°��o°�o IN BAFFLE. 2689.99 STA: 13+03.72- // SEEPAGE BED 4 F - - - - - - - o �, RIM: 2694.92 16 OUT BAFFLE: 2690.49 OFF: 16.50R I I� �'�11 VOL. 5,808 CF r - - - - - INV IN: 2690.64 W INV OUT: 2690.64 SE a • ' RIM: 2701.405Q25: 2.75 CFS . INV OUT: 2698.50 NE, - - - /D o FG Q100: 3.83 CFS / Q25: 0.58 CFS �h 1 -G // o I- - - - - - 2705.62 FG ° Q100: 0.81 CFS 2704.62 FG _ - 10-LE-9-(3 D4 ,61 LF ® 3: 1 i I - - - - - - - - - - 2704.62 FG -- I I I MH-7A 7 ° • 3 60 LF @ 0.00% STA: 18+40.84 0.00% 0.00% 10 2 2 L F © 1 10 LF @ OFF: 29.78L 33 LF © 1 0.20% 3 4. AF� 3- 1 10 RIM: 2695.18 0.20% /0.00%SUMP: 2688.6184 FG o �. 2702.33 FG2704.62 FG62 FG°• INV IN: 2690.61 18" NW 1, . • I S&G-4. � � MH-4ARIM: 2701.88 G INV OUT: 2690.61 18" E STA: 13+20.60INV OUT: 2691.11 12" S 64 LF ® IN INV: 2698.39 OFF: 48.18L 2705.62 FG 04 LI% 2699.50 FG OUT INV: 2697.54 10 LF C� 7 RIM: 2702.17 �iQ I 2705.71 FG2705.71 o I OUT INV: 2697.54 0.00% SUMP: 2695.54 �' 3 IN BAFFLE: 2697.79 - 2704.62 FG • 2696.14 FG - - - - - -/ INV IN: 2697.54 18 W � 2704.67 FG OUT BAFFLE: 2698.29 INV OUT: 2697.54 18" N - - - - - - - - - _ rfi11 2 SEEPAGE BED - 4 SCALE: 1 = 20' 2705.88 FG I ' 2705.88 FG o a / S&G-8�0120%LF © Q / RIM: 2696.95 8 CB-8A IN INV: 2693.47 52 LF C� STA: 10+61.84 OUT INV:s° IN BAFFLE: 2692.000 2696.96 FG 0.20% 1F 6 RIM: 2 696L65 7 TEMPORARY POND - 1 SCALE: 1 �� = 20' Q OUT BAFFLE: 2692.75 2697.0 1 FG STA:CB- 1 INV OUT: 2693.60 W STA: 6.00R 84 Q25: 0.25 CFS CB-1A 10 " STORM DRAIN NOTES O • I OFF: 26.00R / I 10 LF ® RIM: 2696.76 Q100: 0.30 CFS STA: 16+82.23 / I 1 00% 3 N - 6 INV IN: 2693.50E - - OFF: 16.50R' - - - - - - - - O1 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. mr O� RIM: 2698.3115 3 33 LF ® 4 INV OUT: 2693.50 W 10 INV OUT: 2694.81 S 0.20% 0. R ACHD 00% Q25: 0.25 CFS 025: 1.95 CFS W. SMOKEY LAKE DR O STORMWATER DESIGN GUIDELINES INSTALL PERFORATED 12" D SECTION35 PVC PIPE E8200 STD DWG I 10 ° Q100: 0.30 CFS Q100: 2.80 CFS S&G-1 BMP 20. LENGTH AND SLOPE PER PLAN. I SEEPAGE BED 8 11 1 10 1 - CB-1 B - - RIM: 2698.66- cli w VOL: 1,159 CF 17 O 4 140 LF C�? 1 2697.20 FG STA: 16+82.23 IN INV: 2694.67 3 INSTALL 18" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. Q 140 LF 0.00% OFF: 16.50L OUT INV: 2693.82 0 co co 0.00% 2 2697.35 FG Q RIM: 2698.31 15 IN BAFFLE: 2694.07 O INSTALL PERFORATED 18" SDR35 PVC PIPE PER ACHD Q _o I INV IN: 2694.74 N- OUT BAFFLE: 2694.57 STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG o N N INV OUT: 2694.74 S- - - - - BMP 20. LENGTH AND SLOPE PER PLAN. Z - 1 .•Y•' ° >- LU Q25: 1.95 CFS _�_ 7 LF © 3 Q I o 1 > ol Q100: 2.80 CFS 0.20% O5 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST VERSION ID o SEEPAGE BED 7 ,• Q Q o ��• ° 10 LF © 3 1 O 'D (( 'a - OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG J 0 oo 0.20% g LF p SD-604A. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL �_ N co VOL: 11,722 CF O,p MH-1A 7 3 0.00% I SPECIFICATIONS STD DWG SD-610A. Y / 1 Uj �,S, STA: 16+82.23 17 LF I � c / I OFF: 27.00L 0 20% 3 I O6 CONSTRUCT TYPE I CATCH BASIN PER THE LATEST VERSION OF o 0 RIM: 2698.47- g I 2699.01 FG THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-601. SUMP: 2692.72 ;1 INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL Q SEEPAGE BED - V SCALE: 1 = 20' INV IN: 2694.72 18" N 2698.67 FG i �0 SPECIFICATIONS STD DWG SD-601A. I _ _ INV OUT: 2694.72 18" E I o 25 I 12 LF © °o O7 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL s I 2705.73 FG 0- o 3 / 2706.66 FG MH-1 B 7 0.00% 1 00100� 00 I SPECIFICATIONS STD DWG SD-611. D _ SEEPAGE BED 6 STA: 16+65.14 I o o / I z VOL: 8,377 CF 11 1 OFF: 27.01 L 1 °opo0o0 �$ INSTALL 1000G SAND & GREASE TRAP WITH 20" BAFFLE SPACING 1 70 LF C� RIM: 2698.60 1 o0p0°0° PER THE LATEST VERSION OF THE ACHD STORMWATER DESIGN O Rl I 1 0.00% 2 9 1 SUMP: 2692.69 °0i0o0°0 GUIDELINES SECTION 8200 STD DWG BMP 01. ELEVATIONS PER z 1 12LF �� 1 INV IN: 2694.69 18" W 010000o PLAN. v� a - I z INV OUT: 2694.69 18" E I 1 °lo°o°o I J 9 i I 0.00% 1 I "1 ; °o°o°o O CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION w • � 1 � INV OUT: 2695.19 12 S I oI ° ° 1 Q NORTH - MH-6A 1 °d°o°o° OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG I 20' O STA: 19+97.04 I 4 70 LF © \ 1 °°lo°o°o SD-627. OBSERVATION WELL SHALL EXTEND TO A MINIMUM OF Q E / 2699.50 FG 2699.50 FG z OFF: 42.50E U.00% I 00000° 1-FOOT BELOW THE BOTTOM OF SAND ELEVATION OF SEEPAGE W ---- -_--- > RIM: 2704.81 1 12 LF C� °°o`'�= BED BEING OBSERVED. PORTION OF PIPE INSTALLED IN U) Z SEEPAGE BED - 7 SUMP: 2698.88 7 0 1 3 0.00% ��0°00 DRAINAGE SAND MUST BE COVERED IN TYPE I DRAINAGE W Q o SCALE: 1 �� = 20� 10 INV IN: 2700.88 18" SW 1 1 1 co °°° GEOTEXTILE PER ISPWC SECTION 2050. W w - INV OUT: 2701.38 12" NW 1 SRIM 2705.18 122 LF 2 ! I (� n I I CB-3A INV OUT: 2700.88 18" NE I 14 0.00% 122 LF C� 10 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION V 3 I STA: 11+58.54 I IN INV: 2700.87 ,� 4 CB-6' I I ° 00% OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG - z W OFF: 15.00L 2704.47 FG OUT INV: 2700.02 SD-627. WELL SHALL BE INSTALLED A MINIMUM 50' FROM THE 3 15 LF 1 STA: 19+97.04 I IN BAFFLE: 2700.27 0.20% i 5 RIM: 2698.17 OFF: 16.50E 26 LF C�? I SEEPAGE BED 1 11 °° PERIMETER OF THE SEEPAGE BED. PLACE THE WELL IN THE LU CB-3B INV OUT: 2694.43 S 3 1 OUT BAFFLE: 2700.77 VOL: 13,737 CF �, ' SIDEWALK FOR PROTECTION WHEN AVAILABLE.OBSERVATION o STA: 11+58.54 15 LF C�? Q25: 0.19 CFS RIM: 2704.00 0.20% 1 / ZWELL SHALL EXTEND TO A MINIMUM OF 1-FOOT BELOW THE OFF: 15.00R698.17 0.20% 1 Q100: 0.27 CFS INV IN: 27 0.9 SW 15 I 1 2705.46 FG °I ° BOTTOM OF SAND ELEVATION OF SEEPAGE BED BEING z Y � INV OUT: 2700.93 NE RIM: 2698.17 5 INV OUT: 2694.43 N I CB-6A Q25: 1.31 CFS i I � - 1 OBSERVED. 0 Q25: 0.19 CFS / STA: 19+97.04 Q100: 1.83 CFS �• : ' ! �! 1 .1, �, �; 11 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION OF THE Q100: 0.27 CFS MH-3A OFF: 16.50R 33 LF © Y 0v°\ ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD m i STA: 11+58.54 1 1 I� I O RIM: 2704.00 15 " 'Q OFF: 0.00 0.20% DWG BMP 20 WITH ANGULAR 3/4" TO 2" ROCK WITH MIN. 50% - - - - - - - - - - - INV OUT: 2701.00 NE FRACTURED FACE. ELEVATIONS PER TABLE ON THIS SHEET. ° I RIM: 2698.22 " 6 15 LF © 7 Q25: 1.31 CFS OO 6 LF 2699.08 FG 3 2698.52 FG SUMP: 2692.30 3 .1 0.00% INV IN: 2694.40 12" N Q100: 1.83 CFS 0.20% 14 INSTALL 15000 SAND & GREASE TRAP WITH 20" BAFFLE SPACING o I 1 17 LF ® INV IN: 2694.40 12" S 4 SEEPAGE BED - 6 SCALE: 1 �� = 20� I • 9 0 PER THE LATEST VERSION OF THE ACHD STORMWATER DESIGN o GUIDELINES SECTION 8200 STD DWG BMP 01. ELEVATIONS PER Y a I o ®D ®D 0�20% INV OUT: 2694.30 12" E - - - - S&G-2 ° PLAN. co co MH-3B BRIM: 2699.30 I 1 25' ° NORTH 3 2699.12 FG 30' - - - -12 LF C�? 8 I 15 CONSTRUCT DUAL TYPE IV CATCH BASIN PER THE LATEST m 00 15 LF ® STA: 11+75.84 3 IN INV: 2696.04 O p w _ _ _ _ _ 1 0 20% 2699.60 FG I VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD � m p w OUT INV: 2695.19 f I 2702.63 FG - - 2702_17 FG- - p w z _23 LF @ _ _ _ _ OFF: 0.00 0.00% z 0.00% 4 7 RIM: 2698.31 j -` - - - - - IN BAFFLE: 2695.44 - DWG SD-604A. DROP INLETS SHALL BE TWO COMPLETE U U L 2699.00 FG ° \ CB-2A �� _ STRUCTURES ABUTTING EACH OTHER CONNECTED WITH 12 = Q w U) SUMP: 2692.27 _48' OUT BAFFLE: 2695.94 I STA: 11+97.49 $ SEEPAGE BED - SCALE: 1 - 20 a = w a SEEPAGE BED 3 11 S&G-3 INV IN: 2694.27 12" W 1 I PIPE. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL o p U p VOL: 1,165 CF RIM: 2698.33 g I OFF: o SPECIFICATIONS STD DWG SD-610A. o a a 8 INV OUT: 2694.27 12 S I 5 RIM: 2699.12 STORM GRADING NOTES °' 2698.60 FG IN INV: 2694.24 33 LF @ INV OUT: 2696.12 W ~ o z n I Cr, 1 I 1 16 CONSTRUCT DUAL TYPE I CATCH BASIN PER THE LATEST w o a r I OUT INV: 2693.39 I Q25: 0.42 CFS p o T IN BAFFLE: 2693.64 1 I 0.20% 11ii 1 I 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD o Q100: 0.59 CFS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY DWG SD-601. DROP INLETS SHALL BE TWO COMPLETE U) o w o I OUT BAFFLE: 2694.14 I I CB-2B M I z 2699.71 FG 1 I STA: 11+97.49 10 INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. STRUCTURES ABUTTING EACH OTHER CONNECTED WITH 12" w 6, o > I p SEEPAGE BED 2 11 I '. I OFF: 16.50L I 2. INFILTRATION SHALL BE TESTED AT THE TIME OF EXCAVATION. ACHD SHALL BE PIPE. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL Q o `i Q o :N VOL: 1.567 CF RIM: 2699.12 PRESENT AT THE TIME OF TESTING. SPECIFICATIONS STD DWG SD-601A. z z z z I = - - - - - - - - - - - - - - 5 INV IN: 2696.05E I 3. INFILTRATION RATES SHOWN ON PLAN PER RECOMMENDATIONS IN U __ > w o y I i - - 38 LF @ 4 INV OUT: 2696.05 W - - GEOTECHNICAL REPORT PREPARED BY MATERIALS TESTING & INSPECTION 17 INSTALL DOUBLE 1000G SAND & GREASE TRAP WITH 20" BAFFLE z w w w I 0.00% I SPACING PER THE LATEST VERSION OF THE ACHD J J ° Q25: 0.42 CFS (MTI), DATED NOVEMBER 13, 2019. a U) 2 2699.03 FG 1 Q100: 0.59 CFS 4. MAXIMUM GROUNDWATER ELEVATIONS SHOWN FOR FIELD VERIFICATION ONLY. STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG 0 a_ U) U) Y a 5 SEEPAGE BED - 3 PRIVATE SCALE: 1 �� = 20� I 8 LF (� 1 1LLJ 1 I I GROUNDWATER WAS NOT ENCOUNTERED IN TEST PITS REPORTED IN BMP 01. ELEVATIONS PER PLAN. Q 1 I GEOTECHNICAL REPORT PREPARED BY MATERIALS TESTING & INSPECTION 27 CONTRACTOR TO CONSTRUCT BORROW DITCH PER ACHD STD SEAL w GENERAL NOTES 0.20% 1 z I (MTI), DATED NOVEMBER 13, 2019. DTL 05. REFER TO SHEET 5.22 FOR DETAILS. �S5�0NAL ENG� 0 1. ALL STATIONS OFFSETS NORTHINGS EASTINGS ARE TO BACK OF CURB BACK I • ° 0 1 O SITE SEEPAGE BED DATA Q�o� ��CENSF� 'LF� y OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. I E SEEPAGE VOLUME z 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS (n = BED WIDTH BED LENGTH BED DEPTH TOG BOG BOS MAX GW IR 1994 BED ID PROVIDED 1/21/260 m SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% CD UNLESS AT A RAMP. I 1 SP-1 25 132 10 13,737 CF 2696.00 2686.00 2684.50 2683.00 1.8 IN/HR T�gTF �F o 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND 1 1 567 CF F� C 6P� a M CURVE DATA. 6 S E E PAG E BED - 2 SCALE: 1 �� = 20� SP-2 15 48 5 2697.50 2692.50 2691.00 2689.50 1.8 IN/HR E R SP-3 10 30 10 1,165 CF 2693.00 2683.00 2681.50 2680.00 1.8 IN/HR EXPIRES 10/20/27 � j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N SP-4 20 70 10 5,808 CF 2700.00 2690.00 2688.50 2687.00 1.8 IN/HR m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING GRAPHIC SCALE IN FEET N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES u' 0 10 20 40 SP-6 25 80 10 8,377 CF 2702.50 2692.50 2691.00 2689.50 1.8 IN/HR 5 21 1 ? 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 SP-7 20 150 10 11,722 CF 2693.00 2683.00 2681.50 2690.00 1.8 IN/HR � w 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 ow what's below. SP-8 10 27 10 1,159 CF 2692.00 2687.00 2685.50 2684.00 4.0 IN/HR 35 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig B 00� Cn SAND/GREASE TRAP (ISPWC SD-624) OR NATIVE MATERIAL OR MIN 2' A �a-w A SEDIMENT MANHOLE (ISPWC SD-61 1) WIDE ASTM C-33 FILTER SAND >- � 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ WINDOWS AT LOW POINTS. < w 2' RING & OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN LENGTH DEPENDENT ON w � 5 COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS OBSERVATION WELL #1 A INFILTRATION REQUIREMENTS (TYP) ISPWC SD-617 EDGE OF TRAVEL WAY (TYP) TREES & SHRUBS AND DRAIN ROCK �MIN ON OPPOSITE SIDE OF STREET IN SIDEWALK OR ARE NOT PERMITTED OBSERVATION 50' DISTANCE CD lk GRAVEL o N ON BED TOP OF SEEPAGE WELL �Sidewa SHOULDER 11 ELEV BOTTOM PERF <= EE COVER ELEV BOTTOM BAFFLE NOTES SPACING (SEE TABLE) B j\ \ \ 5' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SD PIPE BACKSLOPE, - PLAN SEE o 0 0 0 0 o STD r-7 GRASS NOTE 1 1 0% SLOPE 0% SLOPE \j\\NATIVE.\\ ALLOWED N.T.S. o 0 0 0 0 0 0 0 0 0 \� ��\\i SPACING (SEE TABLE) /\\ A PLAN \i \i\\ i \ \ �i . �\� jii � �i\i\\ ii\ m ewa N.T.S. /\\j�\/NATIVE \� \j\\\\� 2" WASHED o VARIES-SEE 2" WASHED 3' GRAVEL OR WIDTH, SEE NOTE 5 - /// \\\\ // / \ ® 5 MAINTENANCE PAVED SHOULDER I- DRAIN ROCK PLAN SHEETS DRAIN ROCK \\/�/\\/\\/�\j\\ DIVERSION STRUCTURE WITH ACCESS TO 0 o RAISED INVERT OR WEIR WALL ® STRUCTURES SEE MOTE 4 MITI 5' OF 18" SOLID EDGE OF DEPTH, VEGETATION 1-11-�= WALL PIPE WITH ASTM C33 :: .5-FT TRAVEL ASTM C33 ---�I-I TRAVEL WAY SEE NOTE 5 SEE NOTE 2 _ 4" OF y" PIPE BEDDING ,FILTER SAND ::. FILTER SAND;::: HIGH FLOW BYPASS PIPE WQ PIPE, 2% - _ - SEE NOTE 11 ON BMP 20 PERF TOP HALF - l SLOP pP - TEO� NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN MAX HSG (1 of 3) w SAX 3''1 $ TIII E (EXAGGERP MINIMUM OF 1-FT TOP AND BED NON-PERFORATED ELEVATION J IIIIIIIIII PEE SuQP SIDES ONLY TO PERFORATED PIPE NATIVE SOIL - SW - - J SECTION FLAT SWALE BOTTOM GRAVEL THIS NOTES: N.T.S. SIDE ONLY 00 GRASS ALLOWED SECTION A-A 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. PLAN-SEEPAGE BED NATIVE MATERIAL-", ATERIAL ON BACKSLOPE ONLY N.T.S. 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE OUTSIDE ROADWAY S EPAGE ED a OR 3' DEPTH OF ASTM C-33 '�m MAX HSGW ELEVATION FILTER SAND WINDOWS 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED N.T.S. 3 8-FT WIDE SWALE (TYP) 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS OBSERVATION WELL #1 WIDTH MAY VARY PER SIZING REQUIREMENTS 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS ON OPPOSITE SIDE OF STREET IN SIDEWALK OR 2' MIN - - - - - - - - - - - - - - 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE Sidewalk IIHI II�I�I III=III�11=11�11�111�11�11=11�111= 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES Q,oF\I�I I=1 I I-1 I f-1 I I-1 I I-1 I I-1 11=1 11=1 11=1 11=1 11=1 I I- 11 IN CONSTANT MIN 3' SEPARATION DITCH FS A II IIIlIII IILII�II III ll- - 10. WATERTIGHT CONNECTONREQU RED INVERT TO GROUNDWATER Fib p IIIIIITIIIII�III 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF Q100 VELOCITY THROUGH STRUCTURE > 0.5 FPS O e;=nRocK REgUIRE❑ SD PIPE SECTION A-AOVER NOTES: ® HI FLOW PIPE MAXMAK GROUNDWATER FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: 1 of 3) NOTE 11 ON MP2( N.T.S. ELEVATION 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED (1 SECTION B-B SWALE CHECK DAM SEEPAGE �31ED N.T.S. FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: " Pi_ . Iez NOTES: 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED v 1. BORROW DITCHES SHALL SE DESIGNED TO CONVEY RUNOFF TO A DISCHARGE POINT OR INFILTRATE BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN Sidewalk z STORMWATER. SIZE FOR 100-YEAR DESIGN STORM. PERCENT DIST BETWEEN --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED A 5 w 2. DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 SAND WINDOWS IN INVERT. BACKSLOPE OF SLOPE CHECK DAMS (FT) H- 1% 100 --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE BORROW DITCH MAY HAVE GRASS. 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 3" TO 2" ROCK IS REQUIRED WITH WQ PIPE, DIVERSION STRUCTURE WITH v Lo 3- IF SAND WINDOWS. ARE USED IN LIEU OF CONTINUOUS SAND TRENCH, PROVIDE DRAINAGE CALCULATIONS 2% 50 4 O m TO SHOW INFILTRATION OF 90% VOLUME IN 48-HOURS IS MET. 3% 33 MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. PERF TOP HALF RAISED INV OR WEIR WALL � U) N 4, 4:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS y45 MPH, 3:1 MAX SLOPE OF GRAVEL SHOULDER FOR 4% 25 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE ROADS <45 MPH >=5%, 10% MAX 20 SUBGRADE PLAN-SEEPAGE BED Z N oo 5, BORROW DITCH WIDTH AND DEPTH VARIES BASED ON SIZING REQUIREMENTS 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE UNDER SIDEWALK Z U) N 6. CURBING MAY BE REQUIRED NOTES: SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 7, USE INTENDED FOR UNDEVELOPED, RURAL ARTERIALS N.T.S. O w 1. CHECK DAMS TO BE CONSTRUCTED OF CLAY SOIL TO MINIMIZE SEEPAGE OR COBBLES FOR CONVEYANCE = 2 o SWALES. OTHER MATERIALS MAY BE USED FOR CHECK DAMS WITH ACHD WRITTEN APPROVAL SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES u in M 2017 oo B O R ROW D f TC H STANDARD DRAWING 2. SIDE SLOPES AND CHECK DAMS SHALL COMPLY WITH AASHTO CLEAR ZONE GUIDELINES J y ACHD GUIDELIINES ORMWATER DESIGN DETAIL 05 Yco %leACHD STORMWATER DESIGN B I 0 R ETE NTI 0 N S WALE STANDARD DRAWING ACHD STORMWATER DESIGN SEEPAGE BED WITH STANDARD DRAWING ACHD STORMWATER DESIGN SEEPAGE BED WITH STANDARD DRAWING o o m GUIDELINES CHECK DAMS BMP 3O GUIDELINES OPTIONAL CHAMBERS BMP 20 GUIDELINES OPTIONAL CHAMBERS BMP 20 Se o ENCLOSE TOP & SIDES OF ROCK Non-Woven Filter Fabric a WITH NON WOVEN GEOTEXTILE FABRIC Property Test Method English `° Tensile Strength Grab ASTM D-4632 120 Ibs 1-FT MIN TYP 6" MIN TYP 18" DIA. HDPE OR PVC Elongation ASTl�1 D32 50°!a LEGEND PERFORATED PER Puncture ASTM D-4833 65 Ibs WELL COVER, S" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER ENCLOSE TOP & SIDES OF ROCK SCHEDULE BELOW Tra ezoidal Tear Stren th ASTM D-�4533 50 ibs N 2 OR 3 BOLT LID WITH 9/16- HEAD AND SAE THREADS, GASKETED WITH NON WOVEN FILTER FABRIC UV Resistance ASTM D 4355 70°la O FINISH GRADE Q CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) SEE COVER Apparent Opening Size z 2 3/8" DIA HOLES 6R $1 OT5 CUT INTO PIPE AT 3" QN CENTER NOTES ASTM 04751 70 US Std, Sieve U) d TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- PTIONAL STORMWATER STORAGE "-2" CHIPS <a = AOS (n J aSo s CONDUCTOR COPPER WIRE. INSULATION DOLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS ° <° Permittivity ASTM D-�4491 1.50 sea 1 c + _ CHAMBERS, SHAPE & SIZE (D PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE B" VARY PER MANUFACTURER ° c Water Flow Rate ASTM D 4491 120 rrr/f#2 w °. ¢.' a PIPE. DRILLED WELLS MAY USE 4" PIPE ° a o � 18" 12" o _I�. _ II_ -[ _ R 6 (D NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK WOVEN GEOTEXTILE BETWEEN Woven Fabric � 0 I - POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LB5 CY CHIPS AND 2" DRAIN ROCK w -12" DIA. HDPE E ! - s °° Ap ".." I / w Pro Test Method En lush � LIJ BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. OVERLAP WOVEN AND NON ° cn w OR PVC USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES WOVEN GEOTEXTILE A MIN OF _ _ _ _ = PERFORATED Tensile Strerl th Grab ASTM D-4632 Min 250 lbs w 0 Q . y N ,, 1-FT ON ALL SIDES w`� PER SCHEDULE Puncture Strength ar CIRR ASTM D4833 or 2" WASHED DRAIN 2" WASHED DRAIN Min 125 Ibs or Min 950 Ibs d '� NOTES: ROCK OR CHIPS) ROCK OR CHIPS> Q g BELOW SEE Puncture ASTM D-6241 w Q s PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR =Q w NOTE 1 1 �Jll Resistance ASTM D-4355 Min 80°l0 F STORM DRAINAGE FACILITIES o o L` Apparent Opening Size Q 3 N.T.S. ASTM D-4751 7`0 U Std. Sieve 2, THIS DETAIL I$ FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED BITS w zQ AOS N Q w t 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD Water Flow Rate ASTM D 491 Min 1 p mte LL 3 L 4, OBSERVATION WELLS NOT ALLOWED IN CURB DR VALLEY GUTTER SECTION 1.5-FT .::.` .: ..' •."." 1.5-FT z E ID ASTM C33 .1 Percent Open Area CVI�-02215 Min 4% Lkj w Q WIDTH VARIES FILTER Y 18"� PER PLAN SAND IA MAX WIDTH STORM GRADING NOTES u- Z Q a -'p ' ` '�' , OPTIONAL CHAMBER STANDARD 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ,•-_� , �, GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE �; SECTION SECTION A-A BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY m x a I.. 3 AND/OR IF IT IS HIGHER THAN ANTICIPATED. W N.T.S. N.T.S. 2. INFILTRATION SHALL BE TESTED AT THE TIME OF EXCAVATION. o " ``' s SECTION CONCRETE COLLAR BSERVATION WIDTH ACHD SHALL BE PRESENT AT THE TIME OF TESTING. a WELL #1 A5 I 4S• 3. INFILTRATION RATES SHOWN ON PLAN PER RECOMMENDATIONS o ° N.T.S. IN GEOTECHNICAL REPORT PREPARED BY MATERIALS TESTING & a ° i ' Q INSPECTION (MTI), DATED NOVEMBER 13, 2019. m a 3 ``' ° -� �- 4. MAXIMUM GROUNDWATER ELEVATIONS SHOWN FOR FIELD U) Of CO b s.� \� VERIFICATION ONLY. GROUNDWATER WAS NOT ENCOUNTERED } C 3 ° ° 4S•i �5 IN TEST PITS REPORTED IN GEOTECHNICAL REPORT PREPARED C0 } m m w �, o a g A A 18" PERF PIPE 12" PERF PIPE BY MATERIALS TESTING & INSPECTION (MTI), DATED NOVEMBER 0° Lu �w o ? WQ BYPASS SEE NOTE 11 13, 2019. Z U Z 5. CONTRACTOR TO COORDINATE WITH ACHD FOR INSTALLATION = Q Lu U) w 0 J OBSERVATION PERFORATION SCHEDULE d = w y WELL #2 3/8" PERFORATIONS IN VALLEYS OF ELECTRONIC DRAINAGE FACILITY MARKERS DURING C) o U o n ACROSS STREET OF CORRUGATED PIPE. 5 EA ON CONSTRUCTION AND PRIOR TO BACKFILL. U WITHIN SIDEWALK 18", 8 EA ON 12" a t GENERAL NOTES o 0 0 Z �~ 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK o N SECTION i OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS Lu OTHERWISE SPECIFIED ON PLANS. Q Q o N N.T.S. OBSERVATION WELLS: 2 REQUIRED PER BED PLAN 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z z z z L N.T.S. STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. z U = > o N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. w w w O o 0 REQUIREMENTS FOR FACILITIES IN RIGHT-OF-WAY 0 J J o < � 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL Q O Q Q a w N 1. BED IS LIMITED TO AREA WITHIN 5-FT OF CURB FACE UNDER ROADWAY; CONTROL LINE AND CURVE DATA. p IL CO CO 2. NO GREATER THAN 10-FEET IN DEPTH TO THE BOTTOM OF THE ROCK; W 2017 ACHD REVISION 2017 ACHD REVISION 3. MAY NOT EXTEND OUTSIDE OF THE RIGHT-OF-WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT); SEAL f) L Lu FORHO STANDARDS PUBLIC WORKS GROUNDWATER STANDARD DRAWING FORHPUBLIC WORKS GROUNDWATER STANDARD DRAWING �OF�SS\OCEANSF�c7�F� w CONSTRUCTION OBSERVATION WELL SD- 627 CONSTRUCTION OBSERVATION WELL SD SEEPAGE BED WITH o a (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 2017 STANDARD DRAWING le- co ACHD STORMWATER DESIGN OPTIONAL CHAMBERS BMP 20 1/2g/ 6 m �F TE OF ��P�o� 0 N << ER 0P M o EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y o AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 5.22 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 owwhars below 36 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig STREET LIGHTING NOTES 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 PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT APN: S 1226110550 HTTPS://CITIZENPROTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS. I (NOT A PART) O 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE \Jp� BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE R7-01L R7-01L AND ASSOCIATED WIRING. 12"X 18" P Q��i 12"X 18" ,( 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 13 14 13 4 STA:10+96.43 4 STA:12+36.43 5' MIN. FROM FIRE HYDRANTS, AND 2' MIN. FROM WATER METERS. l 1 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX 1 I LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS 1 2 I;''•" 11+Op 12+00 PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR ,.. I BLOCK 2 0 SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS STA:12+65.13 4 I ++ - / - - - - DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. I I� 6. CONTACT THE CITY TRANSPORTATION AND UTILTIY I I STA:11+00.05 4 COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING 13 I I UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. I \y 1 57094C 4 STA:12+49.46 APN: S126110193 - - - _ I I 1 R7-01 �O� I I STA:11+91.46 I PAVEMENT MARKINGS NOTES NOT A PART 11 0 I I I 2 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT W. BLUE DOWNS ST 10 00 I ��a R7-01L ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH a p� 12"x 18" POLICY AND EXISTING PAVEMENT MARKINGS. 8 I 5 I 4 1 3 LIGHTING AND SIGNAGE NOTES 13 -- - \ \o I I1\11 -MSTA:12+33.9957093C 1 + - I I I �1 INSTALL TYPE II STREETLIGHT WITH A MINIMUM 25 MOUNTING I04 I HEIGHT. LED LUMINAIRE FIXTURE TO BE PHILLIPS MODEL NO. Lm STA:10-la 4 I I I I 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR, 54 WATTES PER CITY OF O I W14-la ♦oEA�ENo I 1 I MERIDIAN STANDARDS AND SPECIFICATIONS. 36 D3-1- ewe oow s„ I L- � MTM 30"x 12" I - - - - - - - - - - ® INSTALL PROPOSED SIGN PER MUTCD AND ACHD STD DWG TS-1114, SIGN AND SIZE PER PLANS. � I I I I I I w I BLOCK 1 I > I I I I Q 1 9 1 I 13 INSTALL TYPE II TERMINUS BARRICADE PER ACHD STD DWG 1 I I I I I Z I I 1 4 SD-1132A. z Ui r I 1 I R7-01R z 14 INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE a 6 12"x 18.1 z�1 EXTENDED IN THE FUTURE" SIGN PER ACHD STD DWG SD-1132B. 0 co m 2 1I I 1 I Q¢� D co � N � 8 I 7 I 6 1 5 I 4 3 I 1 0 7 R2-1 1 STA:1 1+58.15 4 / (7 Z N o m I I 11' 1 1 24"X 30" i = Q 5 om I 1 STA:10+39.27r z `�Cn 1 `� zoW14-2a °aye,�a�o i 36"X9" o4as cP m inm BLOCK 3 D3-1 (2) w o 30"X 12" g m 1 1 I STA:12+12.64 4 J N m o I I I 1 I y I I I I cn o m I IV 1 STA:19+56.23 , i m - - - - tix m 3 19+00 - - - - - - - - - - - - - - - - - 4 STA:1 1+58.15 (p _ 18+00 17+00 16+00 15+00 14+00 /1/ C6.02 6.02� z t - - - - - _ 13+00 _ - _ - - _ - - W. SMOKEY LAKE DR - / \ 6.03 z a - - - - - - - - - - - - - - - - - - - STA:11+58.81 4 R7-01 L / 12"X 18" W LU 4 STA:19+67.50 I I I I- 572C Q Q ® OM3 R I I 1 09STA:14+10.72 I I • • • 6.03 E 12"X 36" I - Y I I I I I • • • R4-7 a c 57095C 1 57091 C • • • 24"x 30° 6 02 6.01 wN z z STA:16+94.69 STA:12+87.92 1 OM1-1 6.03 Q 30"X 30" w ^^ ~ ( VJ I I V 3 0zs W 13 I 12 1 11 1 10 I g 3 1 I I BLOCK 1 I 7 I 6 I 5 I 4 I 3 2 1 6.03 W u _ U z O N o BLOCK 4 I U) z U KEYMAP rrI 1 I I I I I N.T.S V N I I I I I 1 I m n I I I J I GENERAL NOTES - - _ _ 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. Y 0 3 BURNSIDE RIDGE x BURNSIDE RIDGE 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA cn Of co ESTATES NO. 2 ESTATES NO. 7 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Il } } 0 0 1 NOT A PART x LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } m o (NOT A PART) 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL mLU w _ I (D z Y z CONTROL LINE AND CURVE DATA. �0000, o Q w U) Z J 0 I i GRAPHIC SCALE IN FEET = o o Q R 0 20 40 80CL a = U .UCD O a Q O Z Q NORTH C/) o z o Z J Mw ° w w O O Q j Q O z O W. z z Z_ U w d ° Q � Z O ❑ > w w w ❑ o > J J O Q C2 v E U U a U) 2 w � C0 C0 N SEAL � ASS\ONAL £N �\CENSF10 Uj C9 � Q ❑ L N � LL d w N O_ z m 1994 m s1/21/ 60 c l��TF OF \��O o 0 N DER 0 M o a °' EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Ef .O w Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 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 ow what's below 37 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig STREET LIGHTING NOTES \ / "/ \ \• go��o° 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN \ / ; •'/ °� °0000° + ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND / o THE NATIONAL ELECTRIC CODE. ,' \ // 0000\ \ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED/ '/ °°°°° o° PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT \ / / / / j \ HTTPS://CITIZENPROTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS. \ Oog \ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE 9 BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE / AND ASSOCIATED WIRING. °°0000 �;;:' / •� \ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, / \ \ STA:19+67.50 4 5' MIN. FROM FIRE HYDRANTS, AND 2' MIN. FROM WATER METERS. OM3-R / \ 12"x 36" ` 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX \ 10 / / / \ \ ' 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 \ / / DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. \ \ `L 6. CONTACT THE CITY TRANSPORTATION AND UTILTIY c1 I COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. ♦ APN: S1226110255y�i,� ♦ (NOT A PART) \ \ / / ��, PAVEMENT MARKINGS NOTES 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ♦ \ 12 / / y� °°0000 ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH a ♦ \ / / pp / \ �� °° °° POLICY AND EXISTING PAVEMENT MARKINGS. ° °_°a° " 14 6'0� BURNSIDE RIDGE LIGHTING AND SIGNAGE NOTES ESTATES NO. 2 19 ♦ \ / �P� / �1 INSTALL TYPE II STREETLIGHT WITH A MINIMUM 25' MOUNTING NOT A PART ♦ \ / / !'� / / \ ( ) HEIGHT. LED LUMINAIRE FIXTURE TO BE PHILLIPS MODEL NO. 13 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR, 54 WATTES PER CITY OF O \ \ / / / �� / \ \ \ / / / \\ MERIDIAN STANDARDS AND SPECIFICATIONS. ♦ / 15 \ \\ ® INSTALL PROPOSED SIGN PER MUTCD AND ACHD STD DWG MTm \ / p \ \ \ TS-1114, SIGN AND SIZE PER PLANS. \ BLOCK 3 / x0 / \ \ \ a © INSTALL 4"WHITE PER ACHD STD DWG TS-1112.03A STRIPE 17. 13 xp K / V \ 14 / / / \ 20 \ 14 \ 13 INSTALL TYPE II TERMINUS BARRICADE PER ACHD STD DWG LU \ \ 16 \ SD-1132A. / LO • \\ 14 INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE U) 0_ N 15 \ / / / / �j 13 \ EXTENDED IN THE FUTURE" SIGN PER ACHD STD DWG SD-1132B. o N N 18 17 16 / \ \ O z U) N \ / 57097C BLOCK 4 Q"' \ 15 INSTALL TYPE I STREETLIGHT ON DAVIT POLE WITH AN 8 MAST Of \ • 1 STA:22+42.78 \ / �P / ARM AND A MINIMUM 30' MOUNTING HEIGHT. LED LUMINAIRE o / p0 / • / FIXTURE TO BE PHILLIPS MODEL NO. RFM-108W48LED4K-T-R3M, w o co X / \ 17 / \ p0 �P / / 106 WATTS PER CITY OF MERIDIAN STANDARDS AND N I SPECIFICATIONS. Yco M I I I 30"X 12 a e,ary°ws„ / \ 19 / v" 0o o O 16 PROPOSED METER CABINET. COORDINATE WITH IDAHO POWER o 0 57101 C DESIGN. 1 STA23+50.67 4 \ D3-1 (2) .E _ STA:11+72.35 • / \ / \ 30"x 12" dOlS ° - W - - - - - - - - - - LU _ - - - - - - - - - 1 I 18 30"X 30" a°e4Me,a I 11 _ - BLOCK 5 T- STA:10+36.99 4 I 3 w 11+00 12+00 - I 57100C W - - - - 13+00 - - - - - - I 1 STA:18+81.66 ° c13 't••6.02 6.02� z LU Z - - - - - - - '-�� • 14-+�00 - - - - - - - - - - 6.03 z _ - - - - - 15+00 16+00 17+00 18+00 0 19+00 20 0 LIJ STA:12+36.96 4 S. INTERNATIONAL WAY 14 Q p Q I _ Q TR2-1 Nam I 57098C 1 - - - - - - - - - - - - / - - - - - 6.03 z 24"x 30" (� o I STA:13+64.85 6.02 6.01 6.03 W V Q I I - - 57099C - - - - - I - - - - 13 W _ Q I I 1 STA:15+74.45 I I I (D U 3 BLOCK 7 I 13 12 I I I I I I I I I I o I I °� W 3 I I I I I I I I I I I 4 STA:10+36.99 I 6.03 W 11 00-0 I I o,awba, D3_1 (2) Ll 0_ L Q I 10 g 8 6 5 4 3 2 1 m 1 R1,112 _ S ° I I I oo I > I STOP 30"X 30" 14 I I + KEYMAP 1312 _ N.T.S 13 m 3 J BLOCK 6 GENERAL NOTES of - I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK ° OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS ° OTHERWISE SPECIFIED ON PLANS. Y 0 3 F F F F F 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of ct) W STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (DIl } } 3 W. VICTORY RD J LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. } 00 0 o 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m w 0) E0, EOP- EOP EOP EOP EOP -EOP EOP EOP EOP EOP EOP w z 37+24 37+00-w w 36400 w 35+00 w w �41�-w w 33+00 32+00 31+00 30+00 29+00 28+00 CONTROL LINE AND CURVE DATA. v 0 w o �� N N J GRAPHIC SCALE IN FEET = w = a Eo W 0 20 40 80 0- m CD Q - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - W C) o ii o - - 7 - 13 { _ y f . • . 1 t J w O cis C) z 0 T v/ J• J r y N .f Z 0 M w 57113C 57112C 57111C Z j Q o' W. STA:35+50.0015 STA:32+00.0015 STA:28+50.0015 16 STA:28+42.83 J z d z Z 0 � - = Z w o U o Q Q o Q Q U Q o IL CO CO a SEAL w (� -x-x x x x--] w _ \ ASS\ONAL Fiy�i L 17- _ �` � F W w Z EOP EOP EOP EOP -EOP EO W. VICTORY RD EOP Q�� LENS o a fll w w w 26+00 w 25+00 24+00-w a w �- z m R10-15(R) d A -4 + -/ W - - - - - 1994 m cV 30"X 30" s��21 60 C:, o a m // STA:24+29.61 4 TOP T��TF OF \�P� 0 ° O a � - - - - - - - - 6 - - - 57110C15 O STA:24+26.52 EXPIRES 10/20/27 - - F<< ER gp� j 3 CAUTION: NOTICE TO CONTRACTOR r' m MATCHLINE SEE SHEET 6.03 SHEET NO. C.0 - - - - - - - - - - - - - o m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING BE inUTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 1 .O^ Y o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL15 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIOUTILITYOLOCOATIONELIED i � ...� 1 ' f L � :E- 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 � 38 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 7 Call before you dig STREET LIGHTING NOTES D3-1 (2) 4 STA:15+02.93 R4-7 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN T o 0 30"x 12" R7 9A • 24"x 30" ® ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE R1-1 ®��k R7-9A ® �� R7-9A R X 18" �� • • OM1-1 �°� R7-9A 13 LL cn 12'x 18" 57103C �P 12"x 18" • • • 30"x 30" P� 12"x 18° MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND 3o x 30" • • 57104C THE NATIONAL ELECTRIC CODE. STA:12+72.06 1 4 STA:10+55.73 4 STA:10+74.72 4 STA:12+82.13 STA:14+92.27 4 • 1 STA:15+54.20 4 STA:17+77.13 � FF� F�FF�FF� F FF�FF�FF�FF FF� f�ff�ff FF�F� F � 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED CV I J PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPROTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO - - - � OPEN A PERMIT AND REQUEST INSPECTIONS. 9 W 7 12 $ 12 0 16+00 17+00 f \ O W I 7 _ _ _ J = 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE + - I - - • 12 11 18+00 BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE cun) 10 8 S. FARMYARD AVE 12 _ _ 8 � � p AND ASSOCIATED WIRING. w - _ lijz co - w -� 0 o 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, � 8 5' MIN. FROM FIRE HYDRANTS, AND 2' MIN. FROM WATER METERS. W Z Z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX 4 STA:16+21.32 J\ LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS 2 12 - 4 STA-10+74.72 4 STA:10+60.75 4 STA:12+16.73 4 STA:12+82.06 ea0 57105C V vQ PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR ,�`� • U) �,� �'�® 1 STA:17+72.66 �� SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS Q ,�� • • . R4 7 N m 24 1 ' ® STA:14+92.27Ell \ DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. • • • 24"X 30" 0 m 24"X 30" 13 13 ' • • OM1-1 a� 14 R7-9A 24"X7 • 30"x 30" 7-9A �0 0 oJGJ 12"x 18" " : " \ 6. CONTACT THE CITY TRANSPORTATION AND UTILTIY 24"x 18" 1R2"x 18" �® R2 X s COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING I o 0000 0000 000000 57102C o°°°o 00000 000000 UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 1 STA:10+56.56 000000 00000 o-- 1 000000 o0o 000000 00000 PAVEMENT MARKINGS NOTES 000oo. o 000000 00000 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH a POLICY AND EXISTING PAVEMENT MARKINGS. 0 I I + I LIGHTING AND SIGNAGE NOTES MATCHLINE SEE SHEET 6.02 INSTALL TYPE II STREETLIGHT WITH A MINIMUM 25' MOUNTING HEIGHT. LED LUMINAIRE FIXTURE TO BE PHILLIPS MODEL NO. 18 I 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR, 54 WATTES PER CITY OF O 30"x 12" dOlS f MERIDIAN STANDARDS AND SPECIFICATIONS. D3-1 (2) S. INTERNATIONAL WAY � \ � R1-1 I 57109C R7-9A P,ew,ei ® INSTALL PROPOSED SIGN PER MUTCD AND ACHD STD DWG � 12"x 18" ®0�s - - MTm 30"x 30" e",.... STA:26+94.42 1 14 �� '� \ TS-1114, SIGN AND SIZE PER PLANS. ST0+46.75 4 13 o A:1 R2-1 STA:22+44.94 4 - 9 - - R7_9q BLOCK 7 © INSTALL 4"WHITE PER ACHD STD DWG TS-1112.03A STRIPE 17. b u� 24"X 30" ®��` 12"X 18" ��OCK 3 `� 7 4 STA:24+16.23 - - - - - - ,y �7 INSTALL 8" WHITE PER ACHD STD DWG TS-1112.03A STRIPE 12. a STA:21+06.16 4 _ - / co 23+00 0 - - / +p0 _ 24+00 8 _ INSTALL 8" WHITE PER ACHD STD DWG TS-1112.03A STRIPE 15. o co < 0 / 57106C 1 22 25+ +00 1 ' o N N W / STA:20+44.14 / 11 12 • 00 26+001 _ • i-� - 14 �9 INSTALL 24"WHITE PER ACHD STD DWG TS-1112.03B STRIPE 19. z 00 > ��00 nn FZO PVE _ \ o _ N PR`v`�P 8 10 INSTALL CROSSWALK PER ACHD STD DWG TS-1112.03B STRIPE o S } (n 00 i 12 18. J `° .057107Cco a // W STA:23+1552-� � 13 11 INSTALL 4" DOUBLE YELLOW PER ACHD STD DWG TS-1112.02 - / W . 12 I 13 N 0 STRIPE 7. o o U) 0 mie 0 0 m W 2 k0 57108C 1 y TA:25+70.42 ~ 1 1 STA:27+40.14 4 12 INSTALL BIKE SYMBOL WITH BIKE LANE ARROW PER ACHD STD o 4 STA:20+89.79 STA:25 35.89 Y Z 12 DWG TS-1113.04. _ 8 R7-9A �� ® 1R2 R7-9A ic X 8" �?,� 13 INSTALL TYPE II TERMINUS BARRICADE PER ACHD STD DWG /U ® 12"x 18" 14 12"x 18" ® SD-1132A. L13 000 INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE Z EXTENDED IN THE FUTURE" SIGN PER ACHD STD DWG SD-1132B. Q O J 15 INSTALL TYPE I STREETLIGHT ON DAVIT POLE WITH AN 8' MAST z ARM AND A MINIMUM 30' MOUNTING HEIGHT. LED LUMINAIRE a FIXTURE TO BE PHILLIPS MODEL NO. RFM-108W48LED4K-T-R3M, W LU 106 WATTS PER CITY OF MERIDIAN STANDARDS AND '^ SPECIFICATIONS. V Q ••• R4-7 Q Y • • • 2a"x 30° 16 PROPOSED METER CABINET. COORDINATE WITH IDAHO POWER z _ OM1-1 DESIGN. I� ° • 30"X 30" W V Q O 0, ® wW C 6.02 6.02 S. LINDER RD A I L + � TOP x d01 ' d01- Q 3 :OP- EO EOP EOPEOP 0�' EOP EO EOP EOP EOP EOP EOP EOP _ EOP EOP EOP EO EO 03 o03 d03 ® 03 d03 dO3 -d03 -d03- 003- W t M M M STA:10+66.84 4 M M o M 6.03 3 --------- 22+00 -------�- 23+00 2 +0 0 25+00 26+00 27+00 28+00 29+00 30+00 W ------ - ---- ------ ------------ --- --- ---------- o -ss s ss 04-ss ss ss-F ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss-cV ss s ss ss ss ss ss = Z R10-15(R) L 0 30"X 30" :;V ; dol dol - o del 0 0 om of P w -o f-x - - - STA:23+5361 4 TOP TOP TOP TOP TOP z 6.03 6 I 57115C 15/ 57090C 1 - STA:24+69.71 - - - - - - - - - - - - - - - - - - w - - 6.01 6.03 Ak STA:23+83.71 4 STA:10+64.51 "sm°k.yL.ke - Ak " - Z t 6.02 _ m TA:2 .71 :i. - S 6 35 v .t •Y . •r' + D3 1 2 STA:10 76.90 4 _ 2 o -I - 4 STA:10+76.90- 30"x 12" I U N 13 57114C STOP R1-1 R2-1 (}7 r �� 57116C / STA:22+44.99 16 1 15 STA:22+50.00- R7-1 L o bye a��o 30"x 30" 24"x 30" 0 15 STA:28+00.00 Q 12"X 18" ti 92y R7-1 R i I 6.03 � a ;' • �� 12"X 18" 3 C/) rye) KEYMAP m LU w LU z N.T.S Y U J o Q w co w o GENERAL NOTES = w 07 a = U 0 Q a d w 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK o z OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS rn o0 2 / OTHERWISE SPECIFIED ON PLANS. cis o (7 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z o Z o� w 0 dol S. LINDER RD dol R a STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LLI o � I n03 003 003 0 003 03 � EOP---E w 2 , d01 LONGITUDINAL SHALL BE LESS THAN 5/0 UNLESS AT A RAMP. iE Q � 03003 003 003 003 003 003 o03 -a03 003 0 � � 003 W M M M M M M M 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL z z z LU a 30+00 > 1+DD 33+00 34+00 35+00 36+000 - _ 37+00 CONTROL LINE AND CURVE DATA. z U = > _ _ _ _ _ o o ss ss- m ss ss ss-N ss-ss-ss-ss ® ss ss + + iv " - ss ss ° + ss - ss-ass ~ = GRAPHIC SCALE IN FEET w w w w dol EOP 0 20 40 80 Q w Q R10-15(R) d o U U 0- w uJ 30"X 30" >k Z U) 6 STA:35+58.42 4 z SEAL Uj w S�\ONAL z 57118C OCEN15 SEFN�G/o - -� - - - - - - - - - - - - - - STA:35+62.85 _ Q a •I w z 57117C 1 g 4 � I 15 STA:32+00.00 �1/21/ 60 m 14 O y CL 13 TF<< E ROF 0 Pao M 0 o EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .0 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 ow what's below 39 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig —WLO EOW W, EOP E0.' EOP E 0 X X I -X X X�/ W —W E0p E W EO W EO" W EO W EO c �— -W. VICTORY RD _ _ — — MH PH1-SSMH-02 MH PH1-SS -01 �� — — I r uy I -T w l x x \ I cn 1 ®WELL x x o I PROP. FH I I x X�X I m ❑dEE] DO x I O WELL I I s I0 x l� II x 0 X X >a I I GRAVITY SEWER QUANTITIES: : MHPH1-SSMH-03OF 8 ' PVC SEWER: 4709 I I x X r 00I X x o x x LL I I I J I I I I o EGR c I a x x I 1 w x II V I w I F W II \ o x I w x x ~ I I PROP. FH I \ I I I Lu m P FFROP. 8" BLOW-O I I W I x x x MH PH1-SSMH-04 \ I I Q I x "I w MH PH1-SSMH-05 E. MASSEY ST I < x x w I CIW x o rw (j x x a I I I NI w I 0 ¢ w I v x I , o 000 x Q N co co 00 x 1 O Z N x X—,--] fit I I NI 04 GENERAL NOTES M m 00 x I o w PROP. FH I 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF N I COVER. IN ALL OTHER AREAS, COVER SHALL BE 4 FEET. NI 2. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO N o / I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE o 0 sle = x w UNLESS OTHERWISE SPECIFIED ON PLANS. // I I I NI 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL 0 / I CONTROL LINE AND CURVE DATA. w I � GRAPHIC SCALE IN FEET � N x W I MH PH1-SSMH-20 N 0 50 100 200 d A, Z y 19 PROP. FH PROP. FH m MH PH1-SSMH-19 NORTH z x — J w i �f MH PH1-SSMH-18 _ _ I \ It U) m I _ PROP. FH I 2 I \ W x I ec ec / is X I I BLOCK 2 1 \ m Q MH PH1-SSMH-15 I PROP. FH — G MH PH1-SSMH-21 x \ � / / 1 .03L W JZm 17 W. BLUE DOWNS ST O 3 IBLCK 1 Q MH PH1-SSMH-22 — 5 I` W F ��\� 1 I D MH EX-SSMH-01 0 .�: BLOCK 3 I I PROP. FH W I \ \ A O H I I I I I I I I 4 - - i� \\ ' , 4 12 I 1 I � WO PRP. F '7 I 14 1 I I 6 3 2 7 6 14 BLOCK 3 � BLOCK 1w1 U) W PROP. . LAKE DR PROP. FH n � Z > U +\ F� PROP. 8" BLOW-OFF �I — — — — _ — — — cn Q L.L. O 20R \ \ ''r' PROP. FH \ — _ — — — — — — m E x \\ 13 _ MH PH1-SSMH-06 MH PH1-SSMH-14 — - — — —.2N w _ - I 1.0312 MH PH1-SSMH-11 _ 0 -6 D MH PH- MH PH1-SSMH-12 1-SSM H07PROP. 8" BLOW-OFF .0 lII IIIIqI 03 L0u U co 18 MH PH1_SSMH_09 H PH1-SSMH-08� / 17 16 15 14 U CKI g 8 6 4 3 2 ZERqL � 0 BLOCK MH PH1-SSMH-1 mm Ym BLOCK .';III — m ° ° z Y z w a I —X — \ F \ \ � I III v o $ a I ID 19 \ 20 0o II o \ F \\ 6 \ `j BLOCK 4 \ MH PH 1-SSMH-25 III I,: III p g PROP. 8" BLOW-OFF I I I '1111 N \ �\ 1.03 \ ��'9� ICI) I I MH PHI-SSMH-23 <Ilil w a \� \ \ 5 4 \ / — I - - - - - - - - I I i z a z 0 \ — 11 I z N .z \ `\\ BLOCI�7 — SS - - — _- - - _ - - III C� _ o y \ 3 „— I 11 >z w w w Q I > J J is w cU) 2 x BLb\K 5 —I II I I ?:II II o- U) U) a w Vi N MH PH1-SSMH 17 \ MH PHI-SSMH-24 ,IIII SEAL w x F� / 0/0 \OVAL S EN PROP. 8" BLOW-OFF \\ 8" BLOW-OFF PROP. 11 I Q�oF� �CENSF�7�'F� W � � � 2 Z � \ Off- PROP. FH \\ — — — — 1994 x MH PH1-SSMH-26 Q- \�c gLOCK6 \\ \\ MH PH1-SSMH-27 I p 3 J1/21/ �o �0111 OFCOD, _ \ \ IIIF<< ER M u 8P� Q EXPIRES 10/20/27 O J � \ c6 5; 3 CAUTION:NOTICE TO CONTRACTOR �J \\ \ \ MATCHLINE SEE RIGHT SHEET NO. 04 V L \ \ m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 04 m 04 UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I \\ \ ^ �\ 7 .01 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION F� �• 1 \, °� L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE ina � UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knowwhan below. 40 OF 67 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 IAREAS PER CITY OF MERIDIAN STANDARDS. o EXTENSION OF SEWER IMPROVEMENTS TO EXISTING SEWER ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & INFRASTRUCTURE NEAR INTERSECTION OF N. LINDER ROAD W9. AND W. VICTORY ROAD TO BE CONSTRUCTED WITH BURNSIDE �5 INSTALL 8" X 8"X 8" TEE. RIDGE ESTATES NO. 3 UNDER SEPARATE PLAN AND PERMIT INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. APN: S1226110255 © 00 -1 00 (NOT A PART) PH1-SSMH-01 N o N ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. STA: 10+10.87, -46.55L 06 0 0 3 RIM: 2695.78 + - + cd INV IN: 2686.13 W LLL- - N 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO INV OUT: 2686.03 E O Q MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. V) N 21 T O 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO O MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 21 INSTALL 8" X 8"X 6" TEE. Q • • 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED � �O AREAS PER CITY OF MERIDIAN STANDARDS. 5 STA: 10+61.84 18 LF OF _ ci) 1 9 LF PVC F 0.40% 12 OFF: 10.001 226 PVC 400 LF OF SEWER CONSTRUCTION NOTES S. FARMYARD AVE 112 LF OF 1 CD ¢� I 1 6" PVC 8 8 PVC � O1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W CITY OF MERIDIAN STANDARDS. STA: 10+11.00 10 00 11 OFF: 10.00'L 11+00 12+00 13+00 14+00 15 LULU O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF + - - - - LU THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. a .0. I N 180.0° 07 O5 SEWER MAIN/STORM DRAIN CROSSING. CONTRACTOR TO LU MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 8LS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS LU 8 STA- 10+61.84 � _F GENERAL UTILITY NOTES 5 W 8" F OFF: 275 LF OF LF OF 12.00'R 1 8" PVC 1 PVC z 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN J ALL OTHER AREAS, COVER SHALL BE 4 FEET. O U UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. mr - - - - - - - - - - - - - - - - U ti '• � I - - - - 7.03 7.02 ^ z SEE SHEET 5.21 FOR � • Uj - - - - - - -- - - - - - - DRAINAGE DETAILS L PIRR 6"PIRR 6"PIRR "p' - 6"PIRR 6"PIRR �6" IR f ��- 7.04 a - �oLO 1 / PH1-SSMH-03 .13 7.07 � co PH1-SSMH-02 7.13 a 7.05 C o N STA: 12+85.45, 12.00R 7.09 � a •; STA: 10+10.87, 12.00R 3 RIM: 2697.62 BURNSIDE RIDGE /'S5 z U, co o • 3 RIM: 2696.10 BURNSIDE RIDGE INV IN. 2687.66 S (� I INV IN: 2686.46 S ESTATES NO. 6 ESTATES NO. 3 7.06 7.11 7 10 u o 0) o • INV OUT: 2687.56 N (NOT A PART) } co III INV OUT: 2686.36 E (NOT A PART) �`/__`� 12 7.15 7.08 J 7. w o00 y III • w I 7.17 7.16 a Y a Tom. I .I •• 7.17 N%000 0 o o 0 7.07 co .E 2704 S. FARMYARD AVE 2704 7.13 _o _T f0 KEYMAP N.T.S LLJ SHEET SPECIFIC NOTES O J 00 z - N 00 1. SEWER MAIN AND MANHOLES ON THIS SHEET MUST BE U- RECLEANED BEFORE RECEIVING SEWER FLOW OR w O co " N � 00 CONNECTING TO ACTIVE CITY OF MERIDIAN INFRASTRUCTURE. .� I co 00 N 2. WARRANTY PERIOD FOR SEWER MAIN AND MANHOLES ON THIS LL 2700 _ _ 0 N 2700 Q SHEET WILL NOT COMMENCE UNTIL THIS SEGMENT RECEIVES a 00 O N �i LIVE FLOWS WITH PHASE 3. ~ Ax o W Z ° NgI O � o+0 � o (o Q > > GENERAL NOTES z Qc O1-1-O � ao WO 0 0V) 0 z Orn N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK (D 3 N z OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS p J I w - O OTHERWISE SPECIFIED ON PLANS. uJ _ >O � � > > 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 3 Z Z a- v � O � - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W _ _ _ _ _ _ _ - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. p - - - - - - - - - - - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL - - 2696 - - - - - - - - - - - - - - - - - - - - - 2696 CONTROL LINE AND CURVE DATA.ry z J - - - - - - - I o - - - - - - - - - - - - - - - - - - - - - - - - PROFILE LEGEND - - - - - - - - - - - - - - - - - - - - - - - - m - - - - EXISTING GRADE AT ROADWAY C f0 O PROPOSED GRADE AT ROADWAY 3: 2 12" STORM XING a STA: 10+61.84 m Y 0 3 INV: 2693.55 U) � � = t 2692 2692 a 3 (D m m p CD O LU LU z Y z z rn V w o GRAPHIC SCALE IN FEET = w R 0 10 20 40 = a v a ~ o y o 0 as p o 0 a o Z z rn a O o z o LLJ M w N o N 2688 ry a 273 LF OF 8" PVC Ca? 0.40% ui o 2688 Q 1 1 11 o o a n z z _ z U o 0 275 LF OF 8" PVC © 0.40% w w w v U U F 4 Y � a_ � � N U SEAL U Fu ASS\OVAL Q�oF CENSF� '�� w o a z 1994 2684 2684 1/21 6 °0 CO O a o a 10+00 11+00 12+00 13+00 14+00 15+00 T�gTF OF \�P� O Q co0 F< < ER gP� U i�, EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N 6 SHEET NO. CD THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N -2UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 7 .02 ?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 ow what'sbelow. 41 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig SEWER CONSTRUCTION NOTES 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER CITY OF MERIDIAN STANDARDS. O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. AA ® CONSTRUCT 14' GRAVEL ACCESS ROAD CENTERED ON PIPE IN J IA UNIMPROVED AREAS WITH 10" OF 3/4" ROAD MIX OR EQUIVALENT ON A STABLE, COMPACTED SUBGRADE. I I N •v l GENERAL UTILITY NOTES BURNSIDE RIDGE ESTATES NO. 3 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN W (NOT A PART) - - - - - - • . I ALL OTHER AREAS, COVER SHALL BE 4 FEET. I o Q ,T• I �i UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. • I JLU I I I J p I 7 02 Q H 1 7.03 2 p LL ° o 7.04 a OJ W c 7.14 7.07 Z 4 a Z I I a •• 1 7.05 7.13 w 7.09 ❑ o O I 17.06 7.11 7.10 ui • 7.12 7.08 7.15 W. MASSEY ST. 3 W e 7.17 7.16 Q )D (FUTURE) I I 7.17 r - - - - ---- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . • -� - ;II 7.07 A. o00000000000°- w I1- - • 1 7.13 00 00000„° 8"SS O 8"SS S S 00 �oo 8 SS N J 1 210 LF OF I Z " - - __ J = KEYMAP O - - - - - - - _PH1-SSMH-05 � - - - - -8 PVC = W I N.T.S - - - - - - - - - - STA: 12+21.80, -6.00LT _ ° RIM: 2696.21 1 Q 1 3 INV IN: 2689.79 N 8 I SHEET SPECIFIC NOTES INV IN: 2689.79 W 1 f p INV IN: 2689.79 S b I__ `�-�• . Q • y 1. SEWER MAIN AND MANHOLES ON THIS SHEET MUST BE INV OUT: 2689.69 E • • y• •:• RECLEANED BEFORE RECEIVING SEWER FLOW OR ^ z ° 4 CONNECTING TO ACTIVE CITY OF MERIDIAN INFRASTRUCTURE. C6 00 2. WARRANTY PERIOD FOR SEWER MAIN AND MANHOLES ON THIS LU SHEET WILL NOT COMMENCE UNTIL THIS SEGMENT RECEIVES 1 r • • • U I LIVE FLOWS WITH PHASE 3. o oo 10� ° . . GENERAL NOTES ) N Qco 1 1 . 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK o N BURNSIDE RIDGE • •, OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS = N o I ESTATES NO. 3 I .° I OTHERWISE SPECIFIED ON PLANS. w o co ° 1 (NOT A PART) I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA • _ a co J 1 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Y o LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. o o .N o c 1p A 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL o m CONTROL LINE AND CURVE DATA. Y 1 ao o I I • " I _ • ° PROFILE LEGEND o I I I ° • . - - - - EXISTING GRADE AT ROADWAY 3 2704 W. MASSEY ST 2704 O LU J PROPOSED GRADE AT ROADWAY Ui z LL a U) O LU o Fm � LL a Q E Y W oa �/ z o �\ W L Z 3: w `/ v 3 2700 co 00 00 00 � 00 270o p J o rnrnrn C° c° E 0 W 0 o I� ai 000 06 W 3 0 � J - O 0 0 00 J 00 _ cD O O) O 00 2 OONO cfl Cfl cD cD N 1 00 N o � Ln + ONNN = � I� CDN y N 0 0 � + 0 4-1 N I N � cn U) J_ I w Z z z 0 (n w � I Nz 00 z - - - - - - -= 0 < � � » > > - - - - - - - - - - - - - - - - > a_ U (n0 � Z Z Z Z - - - - 2 O1-- LL- > - - - - - i� E 2696 2696 N N V> � N ❑ a Oz 3 U) U d m O m 0 U I? z Y U Z Q W U) w o GRAPHIC SCALE IN FEET = w N = a 2692 2692 0 10 20 40 U w a O z y Q � o NORTH � o z M w LU w o N N j Q II II Os O Wn z z T r 1 Z U w 210 LF OF 8" PVC ® 0.40% � oN w w w o ¢ o Q o Q Q v E Q� U U W U) 2 w � d cn cn ~ 2688 2688 N c UJ ASS\ONAL £N �\CENSF10 w C9 � Q ❑ L N � LL d w N O_ z 2686 2686 1994 z m s1/21/ 60 o N 12+00 11+00 10+00 �F \�P� O M U F� E R 0 F� o a 6, y j 3 EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR c.0 t SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 93 N inUTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y E 7.03 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 42 OF 67 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. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. 00 J APN: S1226110255 N -0 (NOT A PART) 5 INSTALL 8"X 8"X 8" TEE. p 0 © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. + N Q �7 INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 2 N CONNECTION PER CITY OF MERIDIAN STD DWG W13. T ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. o �9 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER J PLAN. .. �' o p m + o' - - - - - _ I SEE SHEET 5.21 FOR (00 + o . , `' ' •• '• •+ „ • - - I O O DRAINAGE DETAILS 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO In o PH1-SSMH-04 .. ,j N .. '• ' •` - - STA: 15+58.72, 12.00R •� ' ' ' ' '•; Q ,LL- •' ' I MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. a li rn 3 IM: 2696.10 cn o •, .• .. -I - M J ' • _ 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO 18 LF 0 No nto INV IN: 2688.86 W 9 "• , � � I _ NO NO 221 PVC N '•• + \+ MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 5 o INV OUT: 2688.76 N L6 0 rn o `� D 8 40 LF OF INN r7 � 0 � LL *0) „ 1 + 21 INSTALL 8 X 8 X 6 TEE. 8» PVC 'WLL g"W g"W ao ..• .. 227 LF OF cn o cn O = STA: 15+04.27 o 0 1 o •• ' �_ 21 6156 LF OF 8" 8 PVC � .' • •; •• � � 4 21 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED OFF: 10.001 qll 16+00 » 1 17+00 w V) • ' AREAS PER CITY OF MERIDIAN STANDARDS. z - - - 8 PVC - - - - - - - - - - m 1 400 LF OF I • - I • _ �_ - 12 ,, U � 8" PVC 1800 N SEWER CONSTRUCTION NOTES iS m 8 Ss S. FARMYARD AVE ■ _ ,\ 0 I 8„ INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER = 273 LF OF w a I I CITY OF MERIDIAN STANDARDS. II 1OF 8" PVC `9p 21 LF 3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF » m p° 8 w 19 006 PVVCC 22 THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 10 LF OF o - " PVC .• ' • , , . , + • • , a 8» 8 w �� GENERAL UTILITY NOTES O 00 r •` • T I•••. NOI 3 w ' ' '. • • ` , • • , ' •; • • 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN • 64 LF OF ' •'I 8" PVC 1 S EE'� .� ' • ' ' , •• : • '. ALL OTHER AREAS, COVER SHALL BE 4 FEET. N ' SEE . , ' �i UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. \� P�GN0NE I _ -=y 6"PIRR - 6"PIRR 6„PIR 4 z IRO ` _ _ 6»PI 00 000 RR S n LU o0000 I .. V STA: 15+43.75 I 0 0 00000° I • 7.03 7 02 o LO OFF: 53.56'R 7 I 00 000°0° I BURNSIDE RIDGE 6 P/RR '� ' + �� U) o co BURNSIDE RIDGE I 00 0 0 0 I ESTATES NO. 3 �, 7.04 0 ESTATES NO. 3 0 0 0 0 o NOT A PART Z � (NOT A PART) I o 0 0 00 I ( ) •• :, •i, 7.14 7.07 Z co N 00 00 0 I 6 P//� 7.05 7.13 0 0 N o 0 0 0 o I R //� 7.09 = o 003000 } o0 00o I co 7.06 7.11 w J L (6 N I 00000 I v 7.10 Yco a I 00300 0 0 0 I 7.08 - o0 000 I 6 7.12 7.15 -�.�0 g .°� 00000 7.17 0 m° a 7.16 7.17 Y 0 T 7.07 7.13 0 3 IW' I N KEYMAP � N.T.S z J y SHEET SPECIFIC NOTES LL U) O LU 1. SEWER MAIN AND MANHOLES ON THIS SHEET MUST BE 0 S. FARMYARD AVE RECLEANED BEFORE RECEIVING SEWER FLOW OR CONNECTING TO ACTIVE CITY OF MERIDIAN INFRASTRUCTURE. 2. WARRANTY PERIOD FOR SEWER MAIN AND MANHOLES ON THIS (n W SHEET WILL NOT COMMENCE UNTIL THIS SEGMENT RECEIVES LU z t LIVE FLOWS WITH PHASE 3. w Z Q (D 2700 _ Do 2700 GENERAL NOTES - 00 CO t 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK w� N � oo 00 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS E O co _ _ _ OTHERWISE SPECIFIED ON PLANS. w _ in r, 00 O (6 co N - - - - - - - - - - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 4-1 N i j � N - - - - - - - - - - - - - - - - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U) J cn Nz 0 - - - - - - - - - - - - - - - - - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. z > Q � - - - - - - - - - - - - - - - - - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL = O � L` � Z z - _ - - - - - - - - - 0- U (n0Fy - - - - - - - - - CONTROL LINE AND CURVE DATA. - - - - - - - - - - - - - - m PROFILE LEGEND 2696 2696 - - - - EXISTING GRADE AT ROADWAY c� a PROPOSED GRADE AT ROADWAY (L m OZ 3 U cn U a 3 (D m m w } o CD > o m w w , � z � N O O � 2 W U) 0 GRAPHIC SCALE IN FEET o U o a 2692 2692 0 10 20 40 a U a O Q t 18" STORM XING O rn o STA: 18+35.57 z � w o INV: 2690.68 M w N N Q •• II II O O W. z z Z Q U w d 0 Z � oN w w w o � Q o Q ¢ Q a U) 2 w � 0- cA cA Q 2688 2688 SEAL N U UJ ASS\ONAL £N �\CENSF10 w C9 � Q ❑ L N � LL d w N z 1994 2686 2686 m 1/21/ 60 o N 15+00 16+00 17+00 18+00 19+00 19+50 TTF OF \�P� O M U F�/ E R 0 F� 0 a 6, j 3 EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR C.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 7.04 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 ow what's below 43 of 67 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 \ / AREAS PER CITY OF MERIDIAN STANDARDS. \ / ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & ® \� W9. INSTALL 8" X 8"X 8" TEE. / 19 BLOCK 3 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. SEE SHEET 5.21 FOR // � � / ' • DRAINAGE DETAILS / \ / • ` // / ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER PLAN. WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. / p J _ c0. / z -0 _ - `- r N INSTALL 8" X 8"X 4" TEE. o' / moo + � + o �n o+ •• •• , •• ' ' • - Q O • P' N p w � oo / 16 INSTALL 4" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. / N N L� H Q •• m cV` M / T / 4 Q o (15 • A C�LI l 17 INSTALL 4" PVC C900 WATER LINE. 4' MIN COVER IN PAVED . 9 13 STA: 22+68.35 4 Q NE SEE s l ❑ AREAS PER CITY OF MERIDIAN STANDARDS. OFF. 20.00 L I- / a •?j 1 269 LF OF 10 LF OF22 9 • 70. EET 7 7 7 18 INSTALL 4" WATER SERVICE CONNECTION WITH 4" METER PER 8 W 8 PVC 21+00 269 LF OF 1 6" PVC 8 \ \p J CITY OF MERIDIAN STD DWG W5. 8� - - - 22+00 8" PVC 1 285' o) (� - � - - - �- _ 8„W / m 0 19 INSTALL WILKENS 375ADA REDUCED PRESSURE BACK-FLOW = 80 LF OF 1 0+00 6 �� PREVENTER OR APPROVED EQUAL. VALVE WHEELS SHALL BE / 8" PVC 2 _ 16 _ STA: 22+69.98 21 / N CHAINED AND LOCKED. a Z _ �� 48 LF OF S, OFF: 10.34L 27 LF OF ,N Q LL ' 174" PVC FARMYARD q _8" PVC 1 I.-_ O ''. ,• 21 INSTALL 8" X 8" X 6" TEE. 23+00 m I 55 LF OF "s ' 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED (n • _ •• I I 5 8" PVC 1 (0r AREAS PER CITY OF MERIDIAN STANDARDS. m • •• • • • : 1 I - ' _ • . 00 N \ 147 LF OF GENERAL UTILITY NOTES r Ui o /� O • • - P + \0 VC 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN mr'4 10' 10' I N LI: \ �1 ALL OTHER AREAS, COVER SHALL BE 4 FEET. •• - • - " I ESMT ESMT I -- \ ,• o • - ' + I 18 _. � � � I� UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. • ' • 691PIRR I16 � • • M I 19 d,°� BURNSIDE RIDGE ��` • . 441 a \ I I - 6 PIRR v rr1 co _ �� ESTATES NO. 3 �� '• = 7.03 7.02 o I / (NOT A PART) ' ' - • • • LO o o co N rn t z N 6„PIRR PRESSURE IRRIGATION SECONDARY . . • �� -- 7.14 7.07 < '5 o SOURCE CONNECTION TO CITY OF MERIDIAN WATER. SEE SHEET 8.03 7.05 7.13 0 2 N FOR CONTINUATION ,` { .• 7 09 = �, o • w co O 0, ' •, , . 7.06 ' 7.11 N O 7.10 _ a � Y � � 7.12 II 7.15 7.08 � o oc\j 0 7.17 0 m a 7.16 7.17 Y 0 7.07 7.13-4 0 3 mLU KEYMAP N.T.S O J Z N a GENERAL NOTES W O S. FARMYARD AVE 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK Q OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS xx OTHERWISE SPECIFIED ON PLANS. w W Z 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA Q STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. L•ij Z LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. (D Q 0_ 2704 2704 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL 0 J 3 CONTROL LINE AND CURVE DATA. w r_ C 3 C W o _ _ _ - - PROFILE LEGEND - : ' ) _ _ _ _ - - - - - - - - - EXISTING GRADE AT ROADWAY CID - - - - - - - PROPOSED GRADE AT ROADWAY 2700 - - - - - - - - 2700 ry - - - - Ly m 0 3 N o � � U a 3 U mco 6" PIRR XING o z LU LU STA: 21+72.53 v INV: 2696.94 O < LU w LLI0 GRAPHIC SCALE IN FEET o v o a a 2696 2696 0 10 20 40 U z d z N O OCD 0 O c) Q L Ir c� O a o m o z - N w o �� g LU o w N N Q II II - - 0 O _ z z - Z_ U w a O > Q > W W W 0 0 > J J O Q v 'F U U a w < 2692 2692 SEAL N U) Im SS\ONAL �O �\CENSF� FF o r Q w o a 1994 2690 2690 1/21 6 00 CO o O o O o 20+00 21+00 22+00 23+00 � F OF F�4ER 8F'0 0 M 0 d 00 EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .O 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 a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 44 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoudig WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. INSTALL 8"X 8"X 8" TEE. ,\ © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. + 7." • _ \ �7 INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 2 Y '• ?' -� CONNECTION PER CITY OF MERIDIAN STD DWG W13. ` \ ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. " • �9 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER 8„ LIJ ' " ,•,t' ,'� _ \ �\ PLAN. W LU „ \ _ • • = s' •- o N WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN Q) r (00 (0 -1 C 1.5' OF SEPARATION PER IDEQ STANDARDS. co 147 LF OF ', _ t t .i r, CV �_CV _ O -+ o ,' f; 21 INSTALL 8"X 8"X 6" TEE. Lli 1 � 'i, Y' s Q O-Q L� J Z M J r' LU 8 PVC , , . . . , ,o o . oo \ z • • , '� 3" r'-S- - c~n c~i� O + o: �-` p° m o Q 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED LL- J • 8" • - 4 21 N • , CV COIN O �� AREAS PER CITY OF MERIDIAN STANDARDS. WLn cal Q i� = 9 LF OF � '' - • ~ � 13 31 INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 3 •" 1- \ +0 6" PVC22 - N p -•• N O 7 STA: 27+70.96 CONNECTION PER CITY OF MERIDIAN STD DWG W13. 8„W 8„W 8 5 9 OFF. 7.53 L 8"W \N 8„ 9 _ 8„W 67 LF OF 26 1 154 LF OF 42 LF OF 1 1 PYC � Q -� , •y _ +00 8 PVC _ 8" PVC 27+00 S. 6 - - 0 o J FARMYARD AVE • '�� •- Ln �, ,• N � 82 LF OF N a Il 8" PVC 1 r GENERAL UTILITY NOTES V) LL- o O • 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN . •' ' ALL OTHER AREAS, COVER SHALL BE 4 FEET. • i UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. y •; .. a• 10' k . CD LU BURNSIDE RIDGE n ESTATES NO. 3 7 03 7 p2 ° co (NOT A PART) - - ! a ❑ N Z a)Q coH z cn N 7.14 7.07 0 N I � STA: 26+60.29 / �' 7.13 } co OFF: 70.85'R 31 7.05 7 09 J 0 0 m ■ Y m y a � 7r ong 7.11 7.10 0 0 7.12 7.08 O m 7.15 Y 7.17 7.16 7.17 0 7.07 3 7.13 LUj C KEYMAP Oz J N.T.S LL a LU O 0 2716 S. FARMYARD AVE 2716 GENERAL NOTES a Q 0 E 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS O6 Z OTHERWISE SPECIFIED ON PLANS. W Q 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA LLJ Z STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. J 3 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL LJ,J 3 CONTROL LINE AND CURVE DATA. LLJ 1 U 'L 2712 2712 PROFILE LEGEND Z J - - - - EXISTING GRADE AT ROADWAY (L a m E PROPOSED GRADE AT ROADWAY c� 00 o � w a 3 2708 N c) 2708 m CD m 6 0 0 o / m LUCD - - Z Y Z U' w - GRAPHIC SCALE IN FEET = w - - - - - - 6" PIRR XING 0 10 20 40 y a v a _ - - - - STA: 27+22.43 p� o J t - - - - - - INV: 2706.65 0 0 rn IL o - - rn _ _ - o Z MLUo - - LU o N N > 2704 - - - 2704 o o Q- - - - z z - w - - - Z U po - - - - - - w W W O Q U- - - - - w 9 _ - - - - U N SEAL U ASS\ONAL £N UJ �\CENSF10 LU � Q ❑ L N � LL d w N O_ z m 2700 2700 1994 m �-� 1/21/ 6�0 o N 25+00 26+00 27+00 �TF OF \OP O C U M F� E R 0 F� � o a 6, 5; 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES .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 45 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig WATER CONSTRUCTION NOTES O I I I I Ifl INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. P �2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF I /r - - - - - - - - - - - - - � _ MERIDIAN STD DWGW1 & W2. SEE SHEET 5.21 FOR IR . , ' - / DRAINAGE DETAILS `� I o Q �3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. MATCHLINE SEE SHEET 7.17 a I I \ I 1 ,`,< 0� (0 ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & ° f W oo O co O W9. zo J oM I77 LF OF I I I o � ZoMo J o° J �� \ _ _ _ _ - - - - - -� 4 Q 00 0 00 0 m N O m rrj rN I 8" PVC 1 I I I w Nam �1 0 0 O O O ° k l` "` z O_ O_\ © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11 - - + o + Sri - 1 00 J I I °° + Ln�. + o °o° + - + 0 4 , ap J Q LL Q IL. Oo ao I 88 LF OF 1 + r7 I I rn \LL_ � rn rn rn o I 1 (n c~n O U) O �7 INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 2 IL C)i - . - - - - o - - - - - < 0O- O - 8" PVC I� I - O p - - - - - - - - - o c _ L`O_ < � - "` ti u 29 32 CONNECTION PER CITY OF MERIDIAN STD DWG W13. (n - - - Q ' I (n (n • - ,. -• PH1-SSMH-27 � o � � O STA: 21+00.03, 6.00R I I W 30 ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. 9 9 ,00 cn o 9 - 9 - - - - - - - - - - - 12 ---- 13 W 80 LF OF W 43 LF OF 1 _ 10' _ 6 11 \ N RIM: 2704.42 3 I I = 8>' PV 1 i 6 i, W - - 1 - - - - 8" PVC - - - - - - - __ INV IN: 2693.36 SE I 1 N + �9 INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER = STA: 20+02.45 INV OUT: 2693.26 NW I I PLAN. U) 6 6 55 LF OF 7 W o o _ �`�' _ W 1 8" PVC "W OFF: 10.00 L - F 0T 030 f 10 INSTALL 8" X 8"X 8" X 8" CROSS. 80 LF OF - - - - �� W 12 LF OF 8"W 8"W 12 LF OF 1 >, o I CD " 1 19+00 1 >, 8 PVC 20+ -- - - -- - - - - - -- - - --- - +-6(� � � W - O W - 8 PVC - 0 9 - _ 8 PVC - - _ � z_ °� // 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO + �� o�o o°o 0 0 0�0�0` m �"o 0 0 0°0 0 0 0 0 0°0 0 0 1 J MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. z 1 18+ STA: 18+56.45 0 S. INTERNATIONAL WAY w °0°000�000 °o I _ _ 55 10 � 55 8'f 0 0 0, in a, o 0-0-0-0-0-0-0-0- O -8 SS - _ J OFF: 5.33'L Q -0-0-0- �bJo 0 0 0 0 0 0 o I U 87 LF OF 000o c� o 0 0 0 0 0 0 0 0 0 0 0 0 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO 232 LF OF 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 1 - 39 LF OF 1 1 8" PVC �p ��o�o�o_o c N ��0�0_0000000°0�0 0_.0_0._0_.0 1 8 PVC MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. � E. PIVOT DR 8„ PVC ~ STA: 10+33.99 m 5 5 4 z 1 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 21 PH1-SSMH-25 - - - - - - - - -- - - - - - - - J �� , T IOFF: 6.00'R Q 'n 4 o- 1 1 cn �� EX-SSMH-01 I 1.5 OF SEPARATION PER IDEQ STANDARDS. a STA: 18+68.45, 6.00R 0 0 8 a a M 8 LF OF RIM: 2705.89 I� 0 0� STA: 10+03.85, -10.66E 21 INSTALL 8" X 8" X 6" TEE. _ - "- - - - 6" PVC Q 147 LF OF-INV IN: 2690.25 SE _ - - - ® +LO oo- - - - - - -+ CDC I + o \; •• a RIM: 2701.69 6 PH1-SSMH-17 1 INV IN: 2690.25 SW rn �+• a' _ INV IN: 2683.87 W I STA: 18+01.99, 6.00R 1 I > 8 PVC INV OUT: 2690.15 NE 1 < C° O I _ _ - - - - - -� INV OUT: 2683.77 N I 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED 3 STA: 10+33.99 > 7 LF OF � � � � AREAS PER CITY OF MERIDIAN STANDARDS. RIM: 2706.69 4 8 1 I I N O cn cn o I I ° � � `< INV OUT: 2700.02 NW OFF: 14.10 R I _ 8 PVC ` 10 LF OF STA: 10+40.78 I ' • 29 INSTALL 8" X 12" X 8" X 12" CROSS. O 8" PVC 1 9066- I - 4. ••1, _ 30 INSTALL 12" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. mr A. 2 2 MATCHLINE SEE SHEET 7.171 2 3 2 2 2 �I- � � � � I I ono- � � moo' moo' moo' • . � � r- Ln 0 � I I 1 I N Ln o L 0' N `n LO '� I \ 32 INSTALL 8" BLIND FLANGE. °' 4 N r�i I r6 I 4 4 4 I I III NORTH 4 + �, I + 4 + �, + 4 o+ 4 o+ 4 I I I I I SEWER CONSTRUCTION NOTES �/\ L� I I I LL L� L� N L� N Ii I I I I 1 w LL L_ . •o w LL w w LL w a I Q o Q o I I I I Q o Q o Q o N Q o Q o I I 1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER a N I I ,' I N w co W. SMOKEY LAKE DR O CITY OF MERIDIAN STANDARDS. o co fir. I I 2 co co 2708 2708 � � 1 3 O INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER o '4 N 1 N I �Q- CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY a .2 o 2 1 1 1 1 OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. z co04 • �� w r� N `J O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF } 00 `" I .�00 = THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. J o 00 N O Y a N 00 ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. CONTRACTOR 2712 S.INTERNATIONAL WAY 2712 J00 u) TO MAINTAIN 1.5 OF SEPARATION PER IDEA STANDARDS. N o O .. I CO � � J o0 O m° O00 = I� + C° (D 0 N O5 SEWER MAIN/STORM DRAIN CROSSING. CONTRACTOR TO r. 2704 N o 0 0� N _ + Oo o N N 2704 MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 00 w� z I > Q z CN O � � I N z © TIE INTO EXISTING 48" DIAMETER MANHOLE PER DIVISION 500 OF 0 No cf) `� wo Fh z z I > Q > > THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. x O � LL - rn � rn Oo 00 00 00 w U cn O z z ® CONSTRUCT 14' GRAVEL ACCESS ROAD CENTERED ON PIPE IN s I o C° N Ln cn UNIMPROVED AREAS WITH 10" OF 3/4" ROAD MIX OR ui 0+0 0 00 N - rn o o °' EQUIVALENT ON A STABLE, COMPACTED SUBGRADE. O J (n of 04 =) I � 00 � 000 O N �= � � N 2708 I > Q O + O O Co N 00 2708 �� GENERAL UTILITY NOTES LL c0- Ov �j p FE z N w 00 co N z Z o � cfl N / �\ 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN � O o I - N - 0O N M ^ / ALL OTHER AREAS, COVER SHALL BE 4 FEET. Q p 0- O Q LL_0 F z z z I `n o 0' 4 rn N 2700 / � � 2700 � UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. - w Ocnoo - - = oo0 � co �1 I Y + O O N _ Z 06 - - - - - - - - 7.02 Q o � � NONz � - - ,� n W z N w O L > Q � 7.03 W 0 = O � LL > > fn p 0_ U cn O 0' z z V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ p J - - - - - - - - - - - - - 3 7.04 - - - - - - - - - - - - - - - - - - - - - 7.14 7.07 w 2704 2704 7.05 7.13 LLI � � 7.09 - 11 U cv o ^ w 2696 2696 7� 7.10 z J PQ1 O �io 7.12 7.15 1. 7.08 0 O 7.17 7.16 12" STORM XING 6" PIRR XING CID 717 STA: 19+97.04 STA: 19+99.45 7.07 N 8" WATER XING INV: 2700.97 7.13 STA: 18+56.45 INV: 2700.84 KEYMAP o 2700 INV: 2700.45 2700 N.T.S 0 3 GENERAL NOTES U � c� a 3 2692 2692 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK (D m 00 o OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS o m o 0 OTHERWISE SPECIFIED ON PLANS. ci U z z z 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z O Q w U) w a O O O STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. o U Lu a ;n a a N Q LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. a a ai Q oo Q oo Q 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTALco o a w w w CONTROL LINE AND CURVE DATA. o 0 `� `� U' 4 PROFILE LEGEND o z o N Lu c� 2 w N o N 2688 2688 - - - - EXISTING GRADE AT ROADWAY � ii ii a 2692 OF 8„ PVC @ 1.30% 2692 C7 _ a o N 232 LF PROPOSED GRADE AT ROADWAY ( z CU LU w w w Ir U GRAPHIC SCALE IN FEET < 0 a w N 0 10 20 40 0 w � � N U SEAL FOSS\ONAL w �o �\CENSF10 FF � � Q Q L z 87 LF OF 8" PVC @ 0.40� 1994 m 2684 2684 m 2688 2688 s��21 �o o N �TF OF o 18+00 19+00 20+00 21+00 F<< E R 8 F' d M o EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR 2682 2682 SHEET NO. co U CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 11+00 10+00 9+80 7 .07 Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED r 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 ow what'sbelow. 46 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 00 0 4 0 r- of z o o (0 c6 (0o WATER CONSTRUCTION NOTES ZO0 wc60 + N + O w 0 m l� p O O p •r` SEE SHEET 8.04-8.07 FOR GRAVITY 0 + � ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED + � L - - - Qo -� QI� < <' IRRIGATION IMPROVEMENTS -N Imo_ ___ �_� AREAS PER CITY OF MERIDIAN STANDARDS. �i _ _ 1i--- F- cn o 4 0 NQ O / / � � p N - 4 21 �3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF N 9 MERIDIAN STD DWG W1 &W3. 00 9 _ - 18 LF OF ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & R � o o � 22 6" PVC 0 W9. + ± L 8 F- L` "II W �5 INSTALL 8"X 8"X 8" TEE. 0 61 LF OF I I W 13 27// / 8" PVC 1 I I 8 © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. „ W 11+00 8 LF VC 1 80 LF OF 1 W - 8 INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. I I I I o °' 32 LF OF �� 8 PVC g PVC U) n I I _ I + / i 1 LU 00 I O o N / 8 PV / 8"SS z ❑ PLAN.LL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER o ' Z � N O ,, J I i I I 7 r+ -4 n � 6 t � m cfl .. I � I R '/ � 1 87 LF OF = 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO � LL-� �? N � I 27 / 75 LF OF 154° 8 PVC MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. no c~np I c~no NQp // / 8„ PVC 1 • I I 2 3 I 2 0 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN PH1-SSMH-08 V) 1.5' OF SEPARATION PER IDEQ STANDARDS. 9 �`l ,,SS STA: 14+53.54, -5.98L `L RIM: 2700.10 1 �' I / A`Or^K / 21 INSTALL 8"X 8"X 6" TEE. INV IN: 2685.96 W 3 00 I I �� ■ �``LL� _ _ - - - - - - ° . INV IN: 2685.96 N I I I I �� P`r / ` • • •a • '•• I•• 0 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED INV OUT: 2685.86 E J I _ -\rl' X ❑ AREAS PER CITY OF MERIDIAN STANDARDS. 7 loll• " ' CD / MATCHLINE SEE SHEET 7.13 •; PH1-SSMH-06 27 INSTALL 16" PVC C900 WATER SLEEVE. CDi STA: 10+91.84, -10.65L _ _ SEWER CONSTRUCTION NOTES a r` 17-L- _ _ _ _ _ _ _ _ y� RIM: 2702.01 3 I W 6 `b / INV IN: 2684.32 SW I I I I 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER W 6 , INV OUT: 2684.22E I I I I CITY OF MERIDIAN STANDARDS. „ I » I g I 8 W = 8 W STA: 1 Al .60 8 W S O 2 INSTALL 4" SANITARY SEWER SERVICE 2.0% MIN. SLOPE PER (n 5 168 LF OF I i I R N I II I I I 0 0 @ OFF: 10.02'R 14+00 1 8" PVC 1 +00 / \ r J 1 I I I I CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY W p 90° 47 LF_OF _ _ _ - �53° / i 00 (D I I O - W - -°� 1 8 PVC -I � ,� + CO I I I I OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 8" U) I i 9 L I I I I 3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF SS W 8SS 8SS 8 SS � �n I I 0 z 1 181 L OF 185 LF OF 1 00 � I I I THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 8 PVC 8 PVC C° 1 0 J 7 \ cn o I I I _ + L0 (0 \ I I I I 0 O7 SEWER MAIN/GRAVITY IRRIGATION CROSSING. CONTRACTOR TO V - - - - - - - - - r J I I I I MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. z � 0 I I • , Q + ono I I I I 0 INSTALL 16" PVC C900 SEWER SLEEVE. w 2 . ,. (n O • I I I , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PH1-SSMH-07 7 ,0 GENERAL UTILITY NOTES Ln n STA: 12+70.67, -10.48L N o o O N RIM: 2701.47( 3 3 + 2 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN o N N INV IN: 2685.12 W N � ALL OTHER AREAS, COVER SHALL BE 4 FEET. a .5 00 INV OUT: 2685.02 NE 2 J Q o I z U In -1 o UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. o Q N o + In I cn I = ` O M LO NMI n co 3 2 11 I 2 I 3 2 I J =° _ _ r 7.03 7.02 ■Na p o J o � � 04 t�H J -0 � >� LO N O �_ � � o � � rim 3 ca~n0 7.04 ° o m d l� d '� r d '� d li a L / 7.14 7.07 (n0 U) NO V 5 (nO NO 4 I 7.05 7.13 ic I 6 I I I I < 7.09 BLOCK 4 I I 7.o�s�7..11 7.10 3 v W. SMOKEY LAKE DR 7.12 7.08Uj 7.15 7.17 7.16 O J V 7.17 zLL Z00 O .� _ 7.07 W .� 00 N 7.13 n/ 0 00 N cV L.L a 00 cV Cfl � J I'7 Q 0 00 00 E OO LO oao� - 0 1-0 KEYMA P U) wc° 00 (.0 + 0 1p 0N N.T.S 2704 � o 2704 uJ 4 W Z� GENERAL NOTES Q - O NON I Z O Ur 00 rn rn 0 I N z_ p = 0 � � Z z 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK J 3 0 - LqJO � 6 ❑_ O (n0E - - I cfl n 00 00 00 co > Q iL- � > > OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS W -n = M + O 0p cV N N 0- Ov c j 0 Fh z z_ OTHERWISE SPECIFIED ON PLANS. N 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA W p STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Q y _ _ _ > Q > ] > LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. _ - - � O ~ p Z Z z_ 04 > 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL J N O CONTROL LINE AND CURVE DATA. z 2700 - - - 270o PROFILE LEGEND oo E - - - - - - - - - _ _ _ _ _ o - - - - - - - - - - - - - - - - - - - - - - - N - - - - EXISTING GRADE AT ROADWAY PROPOSED GRADE AT ROADWAY N a 18" GIRR XING Y 0 3 STA: 11+96.25 U U) _ INV: 2698.52 Il coa 3 O m o ° m LU 0 rn z Y z 2696 2696 z w o GRAPHIC SCALE IN FEET 0 = w cl R 0 10 20 40 a v a U a O z y O O J a w NORTH � o Z M w � Q LLI O o W N N II II z z > c U H 2 185 LF OF 8" PVC @ 0.40% > z v W a c°'i Q � .... .� W W W � J J ❑ Q N 175 LF OF 8" PVC @ 0.40% 0 v v � ❑ o o � U � W U) U) a W 87 LF OF 8" PVC @ 0.40% Q 2684 2684 SEAL N U ASS\ONAL £N �\CENSF10 UJ C9 � Q ❑ L N � LL d W N z 2682 2682 1994 z m s1/21/ 60 o N 14+00 13+00 12+00 11+00 ,�9TF OF \�P� O U F� E R 0 F� M o j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES n 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 47 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig I I � 8 7 6 5 4 3 2 I I « WATER CONSTRUCTION NOTES �1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED M r1r) 0- r1r) 0- V-) lk� ro o' M ft� n of ro of n rO of r) of rn 0- p f I AREAS PER CITY OF MERIDIAN STANDARDS. N ND ND N0 I N0 ND I cV 0 N0 I N N0 N 0 I � 01 co � � 0 N - r7 Un o 0 0 �n �ri co ,n �i o Ci I� o_ O oo _ I - �2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF 00 O Ln N o N 00 00 4 17 00 O 00 -0 � 4 ;0- O0 � O O 00 � 00 + `n + � + � + � + � + ram + � + � + p + � + ro + + � L + `O + r� I MERIDIAN STD DWGW1 & W2. 0o ro 0o 00 00 I� r- � (D ( co 0 't Ln � pro - � - L - L - L - � - O � - L - � - � - � - L z. Q Q o Q O Q O Q o Q o d o a o d Q O d o Q Ii d o Q Q O I I I �3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF Li- � � � � I- � LL- I- � H LL- I- � LL- I I MERIDIAN STD DWG W1 & W3. cn o cn cn cn cn cn cn cn cn o cn cn cn 0 cn cn O cn 3 2 21 4 I 2 3 I 2 12 I 5 2 3 I 2 13 I 2 2 I ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & I I I I I I W9. I a © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. I I I I ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. - - - - - - - - - - --- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - WATERLINE/STORM DRAIN CROSSING. CONTRACTOR TO � 12 I p .. v o_ • STA: 14+84.21 4 00 6 N MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. -- OFF: 18.50 R O 00 I` 9 LF OF 9 LF OF22 ti 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN - - - - - - - 226" PVC - - - - - - - - - - - - - - - - - - - - - - - - 6" PVC 8 �- 1.5' OF SEPARATION PER IDEA STANDARDS. W 8 W _ 8„W- ! "W 8"W ! 8"W ! 8"W 8"W ! 8" ! 8"W ! = 8"W 21 INSTALL 8" X 8" X 6" TEE. � 396 LF 0 1 336 LF OF W. SMOKEY o U) LU „ 1 18+00 8 PVC 17+00 16+00 15+00 W 22 INSTALL 6 PVC C900 WATER LINE. 4 MIN COVER IN PAVED LU - 8 PV I -180.0° _ _ i - _ _ LAKE DR + - - - - -STA: 14+84.21 - - AREAS PER CITY OF MERIDIAN STANDARDS. W • W ! 8"SS - LF OF 8 SS ! S 8"S 8"SS oo ! 8"SS 8"SS 0 3� W OS OFF: 10.00'R 21 � SEWER CONSTRUCTION NOTES Z 1 189 LF OF 181 LF OF Z J 8" PVC 8" PVC 1 ' p C° 8" PVC 1 J O INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER _ ® �` °� __ = CITY OF MERIDIAN STANDARDS. - - a MA A' O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER Q CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY ' OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. PH1-SSMH-10- - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - STA: 18+23.54, -6.00L I I INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF PH1-SSMH-09 �� moo ` RIM: 2698.98 3 C/ THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. STA: 16+34.72, -6.00L Q INV IN: 2691.27 W I °� �� INV OUT: 2691.17 E RIM: 2698.65 3 I -> ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. CONTRACTOR INV IN: 2686.78 S °�� °o� TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. INV IN: 2686.78 W' %cj-,k� ;0�D mr INV OUT: 2686.68E SEWER MAIN/STORM DRAIN CROSSING. CONTRACTOR TO I I Q o I Q QM I II / III �� `' J I MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS.3 2 3 00 00 J CO J 00 ro J o o 0')� o° 00 o GENERAL UTILITY NOTESo o J f `n °°�°°o° N O � ° ° p `n J `n �°° ° � + wOO + o- rn _ 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN+ + + + + 0) M 00 00 SEE SHEET 5.21 F ° 0o0 `n n ALL OTHER AREAS, COVER SHALL BE 4 FEET. a� ° vz LoDRAINAGE DETAILS ooQO O O O O UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. �Q LL- ' co Qcn 0 n n cn O V) oo cn O cn cn o Qcj 0 ooI 12 11 10 8 7 oMATCHLINE SEE SHEET 7.15 zU) , A of O � N 7.03 7.02 w o oo W. SMOKEY LAKE DR 0 J. y Y a 7.04 N 7.14 7.07 o .o o 7.05 7.13 0 co E 7.09 Y 7.06�1 7.10 o 2704 2704 ^ 3 ice`. LU 7.08 _ 00 ��- 7.12 II 7.15 7.17 7.16 LLI N 0c) 00 ()0 7.17 O J p N� Lr) JI 00 �Z 0�N0 00 rn N H �N � - - - 7.07 Zcfl oN 0r� -j ) 6 6 7.13 Q LLN N 000 - Or + � N 0 (fl0000 000 � _w O O o � N > >OF< Ii � p KEYMAP - - - - - - - - - - - - - - - - - - - - - - 0 c 0-F-zz - - - - - - - - iLw 2700Y � - 0_ U cn O E z z z N.T.S c/) ,max LIJ W z N GENERAL NOTES W Z 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 3 00 > OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS J r N OTHERWISE SPECIFIED ON PLANS. W w 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA W p > STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Q N O LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. _ :o 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL J 2696 6" PIRR XING 2696 CONTROL LINE AND CURVE DATA. z STA: 15+46.93 INV: 2696.19 CID 12" STORM XING PROFILE LEGEND o STA: 16+82.23 INV: 2694.78 - - - - EXISTING GRADE AT ROADWAY c� ❑ a Y N n PROPOSED GRADE AT ROADWAY � � zo 3 L7 L7 0 m co Z z o0 O O 2692 m o 0 a 3 2692 � o W H z Y z 400 LF OF 8" PVC C� 0.407 N Q N Q w N v D coQ Q z LU 0 = w Q a GRAPHIC SCALE IN FEET o v o _ R 0 10 20 40 = a o ~ o CD a s 189 �F O 0) o J �- 0 o OF „ z 0 0 PVC ® 2.32q LU rn o N w Q ii ii N 2688 2688 z z = = Z_ U w o O � > Q > W W W O Q O W L7 L7 a 181 LF OF 8" PVC @ 0.40% SEAL N U �Fu �SS\ONAL c U �o �\CENSF� FF r Q w a z m 1994 2684 2684 1/21 / 6 m OF m 19+00 18+00 17+00 16+00 15+00 F� E R 8 F�0 0 M u Q EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. cD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N -2UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 7 .09 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 ❑ a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 48 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoudig WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED 13 12 11 10 9 8 AREAS PER CITY OF MERIDIAN STANDARDS. BLOCK 3 I I I I I ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 &W3. p pf N MD' I'7IL' � OOQ' I'7 � ,'7Q' M � � � M � I'7 � O z � p I O N '0 N 0 I N r- 0 N oI N O I N O N O N O I N O Lri LO Li I� 0 N cD O (6 f (6 Lo 00 LO ai Lo r- LO It LO Ln ,n ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & I I O � m00o 0000 Ln � � o - O 004 "t LO N � rn4 "' � W9. + � + 0 + + � + � + Ln + � + r7 + - + � + � + � + � � N N M N N N c6 O O p� Q) NLL_ Nli Nr) NLL_ N � N - NL� C4 N � N � 04 LL N LL U_ LL � LL LL_ LL_ U_ © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. 014 NQO Q � � O � O � � � O QO BOO � O O O U) U I cn 0 U) N I U) 0 N U I V I � N I N I N 8 INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. j I 2 9 3 2 21 4 2 3 2 2 3 2 2 ❑ \ I I ❑9 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER . • \ I \ PLAN. \ 0 0 INSTALL 8"X 8"X 6" TEE. • • \ 0 0°0 ooO o o°0000°oo I - - - - - _ _ _ I - - - - - - - - -I - - - _ _ _ _ I I - - - - - - - - - - - - - - - - - - _ 22 INSTALL6" PVCC900WATERLINE. 4' MINCOVERINPAVED ' 000 o°oo° AREAS PER CITY OF MERIDIAN STANDARDS. o°o • . • °b 9 LF OF SEWER CONSTRUCTION NOTES -226„ PVC - - - - - - - - - - - - - - - - - - - - - - - - - - - �< / 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER CITY OF MERIDIAN STANDARDS. . \ ifl;i; 8 8W ! 8W 8W ! 8W ! 8W O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER 66 LF OF 396 LF OF 0 CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY 8" PVC 22+00 8" PVC 1 21+00 20+00 19+00� � • - + OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. z , 93 LF OF „ „ d� O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF» SS ! 8 SS 8SS 8SS ! 8 SS 8 SS 8 SS O� 8 8 Pvc 8 SS 400 LF OFTHE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS.A. 8" Pvc w GENERAL UTILITY NOTES 5� LU 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN � � < ALL OTHER AREAS, COVER SHALL BE 4 FEET. - - - - - -- - - -- - - -- - - - - - - - - - „ - - -- - - -- - - -- - - - - - -- - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - A UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. 'PH1-SSMH-12 I I I I I I vwj O STA: 23+19.42, -4.78L 3 RIM: 2702.46 z n \-08"76 LF OF INV IN: 2693.44 SW J 7.03 7.02 PVC INV OUT: 2693.34E _ PH1-SSMH-11 I I I I 7.04 z \ \ k>( .14 7.07 00 STA: 22+23.54, -6.00L 2 3 2 2 3 2 2 Q 7 �\ w \ RIM: 2701.63 3 00 J 100 0 I 0 100 00 I 00 7.13 a \ INV IN: 2692.97 W 7.050 LO \ <- \\ INV OUT: 2692.87E � o °�° LO o � o � o � o � o � o �� 7.09 0 00 ± ± 0+ LO 0 r�LO o � rn �Lq �\06 ' 7.11 7.10 � o \ \ \ N � NrO N � N � N � N � � � z 7.12 7.08 a o \ d' \ \ cn0 LL_ I c~n0 (n0 I c~n0 I (nn0 N0 I N0 7.17 7.165 0 Q N \ . \ } U) co 17 16 15 14 13 7.170 CO N \ \ \ \ BLOCK 4 7 07 Y m o 0 m Y 2708 W. SMOKEY LAKE DR 2708 KEYMAP N.T.S o w ^ Ld N Ld t GENERAL NOTESLd 00 W 2 00 00 00 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK O J � _j � � rn 00 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS Z N °0 00 '� I �_ op rn N OTHERWISE SPECIFIED ON PLANS. a j O o rn O = Q- + r- N 10 N rn N 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA uJ O _ r- + O N N N N (n N r- M J n N (0 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. 0 2704 :cf)2 N (6 N w N z O = N p cOp N 2704 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Q 0 .2 w N z z p ^ _ >O g > > N 00 N N 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL - T -_ > Q � � > > >.1 0 - - - a 0 0 Fh z N � N 1 N Z zo CONTROL LINE AND CURVE DATA. 0- c� cnOFhZ z z 1 j - W `� Z I a1L� > > Q N I 2 0HI..L - > z I a_ 0cn0 � _ _ W Z PROFILE LEGEND 0 Q - LU 3 - - - - - - - - _ _ _ - - - - EXISTING GRADE AT ROADWAY (L W - - - - - - _ - PROPOSED GRADE AT ROADWAY 0 2700 - - - - - - 2700 z J U _ I C IYn.■`/ f0 N 2 0_ 0_ E N O UJ N V> N N ❑ a Y c\i 3 U ct) a 3 2696 2696 (D m } m o ° m 0 CD LU z Y C� z Q W U) Lu o GRAPHIC SCALE IN FEET 0 = w R 0 10 20 40 a v o Q ° 76 LF OF 8" PVC @ 0.40% NORTH o Z o CD CD Q 93 LF OF 8" PVC @ 0.40% � o J o Z coCN uj 400 LF OF 8" PVC @ 0.40% O 2 2692 2692 Q o 0 N z z u u Z_ U W d Q Z O ❑ > W W W ❑ o > � J J O Q C2 9 12� U U a U) 2 w � O_ cA cA N SEAL co ASS\ONAL £N �\CENSF��F� UJ C9 � Q ❑ L N LL d W N ❑ N O_ z 1994 2688 2688 m s1/21/ 60 o N 23+00 22+00 21+00 20+00 ��TE OF \�P� c O M U F�I E R 0 F� o a 6, j 3 EXPIRES 10�20�27 CAUTION: NOTICE TO CONTRACTOR C.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w O Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 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 49 of 67 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 s d• I SEE SHEET 5.21 FOR \ \ AREAS PER CITY OF MERIDIAN STANDARDS. • ° '• 18 I 17 I 16 DRAINAGE DETAILS \\ \ / • : I \ / � INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF .•, I BLOCK 3 I �/ \ / / �� /" MERIDIAN STD DWG W1 &W2. r� lb ro J M Ln J J \ \ O .. • / �3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF ;•` w o Lo w o LO o 0) LO \ \ / / MERIDIAN STD DWG W1 &W3. +o + + + N0f \\ \\ / • // ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & •°. I I Q �wL' Q � I Q �wL' � O I � 0 I W9. • +' cn O cn I cn O cn I cn w o w I N \ o w \\ / . • / ./ �5 INSTALL 8" X 8"X 8" TEE. 2 2 2 3 2 �Lq o r o In ICJ w � 0004 . + o + + � + N m + - 04 0) -\\ / O / •// © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W1 1. N � N NO NO MJ MATC I NNCL\ 0 � � �'0 00 o NLIN l ` Q o Q o Q w Q w - Q o \ N + LO E SEE SH / ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W1 1. w • . \ I n I U) /Q `` 00 11.25° BEND 8, ET 7• 10 .• •'.', ' r I 27 13 �13 27 9 \I Q p � � g• �l `• - -- - - --- _ w LL STA: 13+75.98 9 • • �9 INSTALL 8 WATER LINE BEND WITH THRUST BLOCK. ANGLE PER -- I - --- ---- --- -- ---- --- - - - - � - - ' . • • .. w, , , - - - - - - - - - •,, •, • ,. •• ., . _ ,. . . > . . ° . - - - - • - - - - - - _ O Q 0 OFF: 40.70'L PLAN. PH1-SSMH-13 to - I 12 21 31 ELF OF I � 1 76 LF OF/ STA: 13+91.98, 6.00R 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO •� 4 _ - 8" PVC 1 rn �� 8" PVC � RIM: 2702.06 � , - - - - - - - - - - - - - - - - • . ' + 3 INV 12 2.06 4 SE MAINTAIN 1.5 OF SEPARATION PER IDEQ STANDARDS. LlJ - INV IN: 2693.84 NW 8 LF OF w 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO a O INV OUT: 2693.74 NE = 8"W 8"W I 8"W I 8"W 226" PVC _ - MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. W 11+00 1 8$ PVC 5 LF OF 12+00 8"W 8 6 11 - - - - _ 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 51 LF OF �._ 1.5' OF SEPARATION PER IDEA STANDARDS. • - - 13 DO 8" PVC 1 29 LF OF 1 8••w . . .: 0D uJ O 8"SS 8"SS ! 8"SS S I - 8" PVC - _ _ ►\ 21 INSTALL 8" X 8" X 6" TEE. a z 1 226 LF OF S. INTERNATIONAL WAY Ic ! 8» - • 6 _ w J 8 PVC S 5 L1J 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED = 00 � 0 +p0 " 121 LF OF = AREAS PER CITY OF MERIDIAN STANDARDS. U - - - - - - - - - - - - - - - - ao4 1 97L � o ��' o+ _ 18,> PVC C� Q s •s o 5 8 PVC r- - 5 RY • .• 4y Y . ` . N y N + o p LLI 27 INSTALL 16" PVC C900 WATER SLEEVE. L� •. . T a•Y.• Y . f Y ♦ ♦ '� ♦ ♦ w .♦ 4�, • ♦ rY • 6 r F • , ♦ . • , ♦� �♦ ` ly , , ! ''1 I • :. ` - - - -- - - - _ _ _ _ _ _ _ _ _ _ _ ___ _~-- --- --- ---- -- - - _ - - `- - - -� Vl_ - - - - - o - Q o 8 S CO SEWER CONSTRUCTION NOTES PH1-SSMH-15 "� - + cy)N ti; V 88 LF OF W O ` I STA: 10+68.85, 6.00R - ' � r�i - - - _ _ _ 1 8" PVC J O1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PERmr 3 RIM: 2702.36 = cn o I - � ' _ - = CITY OF MERIDIAN STANDARDS. ` INV OUT: 2695.68 8" PVC � o 4 O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER •` 19• CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY •,` 2 31' - - - OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. Ui ^ Z x 2 w I a N o 00 ( �2 2 I �- O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF Q r- `�? . 0 co LO (If THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o 2 2 1 + 4 co CO - � o co co M N + � + `n 2 ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. CONTRACTOR Q G) 14 Y' o BLOCK 7 13 Q O N w ' 0 00 Of 3 TO MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. Q o t•w `♦` + V + V m I- O �l w w 00 4 �l � 2 � -- N N w Q U 0 0 SEWER MAIN/STORM DRAIN CROSSING. CONTRACTOR TO • li PH1-SSMH-14 cn o + � N 0 rn P:� I U MAINTAIN 1.5'LL- M OF SEPARATION PER IDEQ STANDARDS. STA: 12+94.73, 3.19R I U' + � � I W o co c~n v~i LL- RIM: 2701.46 3 a O INV IN: 2694.33 NW 12 N �_ GENERAL UTILITY NOTES Y aco Q • = INV OUT: 2694.23 SE O Q 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN N o ID I 11 O ALL OTHER AREAS, COVER SHALL BE 4 FEET. o m cn 10 A UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. Y 0 _a d m 0 L 3 7.03 7.02 N 2708 S.INTERNATIONAL WAY 2708 O J U 7.04 z w a ^^ w 7 134 7.07 L.L_ w z 7.05 Lij 00 w z . 7.09 LL 00 � 00 � 7.06 7.11 7.10 : E (0 00 00 v 00 00 �(0 00 0000 rn 7.15 7.08 w W Q00 ° 7.17 z 2 � 7.160N N o JJ12 z 3 = > + 0 � I� O Nn 0 O N N _ - - - 7.17 - ° C'q 2704 LLJ0 cn r10 2704 6N J 7.07+ rno 0Q li > O � L� 7.13 Q LJJ N - LLJ - - - a- Uo00' - / LJ >-_ - - - - - - - - - - - - > > - - - - - - - - -= o � �coz ? - - - - - - - - - a_ on - - - - - - - - - KEYMAP U N.T.S z N w GENERAL NOTES m c14 O r, j O > 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 2700 U N o N OU 2700 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 12" STORM XING STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. STA: 13+03.72 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m� 0 3 INV: 2698.47 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL � � � c� _ CONTROL LINE AND CURVE DATA. = 6 PIRR XING (3 m 00 a 3 12"GIRR XING z � � o STA: 12+34.91 0 o STA: 12+43.24 o m o INV: 2698.59 Q INV: 2698.55 z U z c� Q PROFILE LEGEND o � = w U) a d (D = 0 U 0 a a 2696 cwn "� Q 2696 a_ a w - - - - EXISTING GRADE AT ROADWAY (L o o z N 226 LF OF 8" o CD a r a o PVC © 0.60% ? m PROPOSED GRADE AT ROADWAY N co 88 LF OF g„ pVC @ 1.48% w rn N �, w 97 LF OF 8" PVC @ 0.40% Q o > a GRAPHIC SCALE IN FEET z U = > z o 0 0 10 20 40 w w w Uj LL a U) ' Q�� 0 cUn cUn Y a 2692 2692 SEAL Uj w FOSS\ONAL c �o �\CENSF� FF � � Q 0 L C w � 0 d z z � 2690 2690 1994 m � 1/21 / 60 o a 11+00 12+00 13+00 14+00 /1. F OF \�P� O 0 F� E R 8 F� o M o 00 EXPIRES 10/20/27 66 j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N U s m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ,o m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES / 11 1 ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 7 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 cu o d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below. 50 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CBII before you dig WATER CONSTRUCTION NOTES ' \ \ \ ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED / AREAS PER CITY OF MERIDIAN STANDARDS. � J J �� / � 18 ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF Lf). 1 z o J o o Q� J MERIDIAN STD DWG W1 &W3. N - BLOCK 4 ' W O 00 00 O N O \ m j '� + 0 0 6 0 0 \ ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & • . � � oo 'n LL `n LL `n oo � W9. � � -'co - _ - - - - - U) O N O O N � - - - - - - - ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. - - - _ 9 �8„w •' ' i4 ; a - - - 21 - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - > - -s- - > •- - ❑9 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER _ ti PLAN. p '.• ,.. a �: • _ 8 IN LLl - _ 1 21 L _ _ _ _ I I _ _ _ 9 LF OF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN _ • � 8»LLJ 826 PVC w 1.5' OF SEPARATION PER IDEA STANDARDS. )) ) )) " )) )) 21 INSTALL 8"X 8"X 6" TEE. 88 LF OF LU 8 W 8W 8W 8W 8W 2 ❑ 81 LF OF 8" W - 8" PVC 15+0 1 1 0 SS � G7 - - 8 PVC 16+00 17+00 cD LLI 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED _ W 169° - - - - - - 1 - - -i - - i - LLI - AREAS PER CITY OF MERIDIAN STANDARDS. Z S. INTERNATIONAL WAY • j I S 8" 8"SS I 8"S 8"SS ! 8"SS W �S _ ,7324 LF OF z 8 PVC SEWER CONSTRUCTION NOTES INSTALL 8 PVC SDR35 SEWER LINE. 3 MINIMUM COVER PER CITY OF MERIDIAN STANDARDS. - - - - - - - - - O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. a I I I I O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. � I ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. CONTRACTOR � PH1-SSMH-16 2 2 TO MAINTAIN 1.5' OF SEPARATION PER IDEO STANDARDS. STA: 14+78.92, 9.41 R O o- 1 3 2 4 I I 2 I 3 2 I I 3 2 RIM: 2702.69 3 0-) -0ENERAL UTILITY NOTES 00- o- 0o' 0 0o- 0o- LO 0o- INV IN: 2695.24 SE 004 low '"? o � � � � "t I 9 o N LO rn o rn LO o _ rn LO 00 Ln _ Ln 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN INV OUT: 2695.14 NW + � M a, N o Q, N o i + cfl I 7 1 + + M + + M ALL OTHER AREAS, COVER SHALL BE 4 FEET. I Q 0O � o BLOCK 7 M � � M � UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. I I (~ � 0 O I O I � o � � < o < o F- � < o v cn o (n cn I I cn I cn o cn I cn I cn o cn w I $ I � I 6 I 5 I 4 I 3 I 7.03 7.02 0 co I I I t�� 00 co 0 N N � 7.04 a co 7.14 7.07 z U) 70 5 / 7.13 0 0 o 7.09 �5 co 00 g 7.06 7.11 7.10 Y co 0 v 04 0 7.12 7.15 7.08 o m 7.17 7.16 Y 7.17 0 _T 7.07 7.13 0 3 m &INTERNATIONAL WAY O J KEYMAP N.T.S z N a GENERAL NOTES 2708 2708 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 0 .E OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS ,Amaxx OTHERWISE SPECIFIED ON PLANS. w W w 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 7 Q t w z _ ao STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w L Q `� 00 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 0 Q _ 00 - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL J 3 00 00 1- �_ Mrn /� `y rn CONTROL LINE AND CURVE DATA. W L V I 00 LL ( (0 - - - - - - 3 00 00 00 2 O � - - - - - - - - - - - w N I� + SON N � w � °' Nz o - _ _ _ . PROFILE LEGEND s 2704 (n r > QI� _ - - - - - - - 2704 J co N Z Z =) - J�� 0_ 0 LL- z z � z > QI� > > > - - - - - - _ - - - - - - - - - - - - - - - EXISTING GRADE AT ROADWAY-2 O � L� _ - - - - - - o_ Ocn0o- z - - - m PROPOSED GRADE AT ROADWAY w co > 0 N O U c7 -� � 0 ❑ a m O 3 U L7 a 3 2700 2700 O w m m o ° m 0 CD LU U Z Y z O Q W (n LU 0 Q GRAPHIC SCALE IN FEET o v o n o_ 1 48% 0 10 20 40 0_ Q 324 LF Ld OF g„ pVC �,�,�• C) o 0 0 o z Mw ° g rn o w w N N 0 N 2696 2696 Q 0 o - z z Z U w d Q Z w w w 6 < $), p\/C ® 1.4B% ° v v a c g8 �F OF o o_ cn cn N U 4 SEAL UJ A!* w �C9 0wz 2692 2692 1 / 6 °o CO o 0 o N 14+00 15+00 16+00 17+00 O M U F� E R 0 F� 0 00 a 6, j 3 EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR C.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w ^ Y Ef AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 7. I 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 ow what's below 51 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig WATER CONSTRUCTION NOTES SEE SHEET 5.21 FOR I, I i I PH1-SSMH-19 I R I • I DRAINAGE DETAILS p U) STA: 13+04.60, -6.00L s I a INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED • I ® d 00 , • 3 RIM: 2699.83 00000000; AREAS PER CITY OF MERIDIAN STANDARDS. Z INV IN: 2687.92E 0o0 0 0 C ' A 00 I I r INV IN: 2687.92 N °00000 '° ` a ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & 'I INV OUT: 2687.92 S 0000000 SEE SHEETS 8.04-8.07 FOR a 1 •� I 0 I 0 � °, GRAVITY IRRIGATION IMPROVEMENTS W9. 2 J I J •.I i ° . �5 INSTALL 8" X 8"X 8" TEE. vi I o o I o ,� I I PH1-SSMH-20 - o o' � o' 0 BRUNDAGE ESTATES Ln cn t I BLOCK 3 I I .• I I J - - I 2 3 STA: 13+27.52, 6.00E N � a • ° N o 0 I SUBDIVISION NO. 1 © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. + I + m RIM: 2699.95 0 o SEPARATE PLAN AND ,l - u- I INV OUT: 2688.06 S + (.0 + PERMIT Q O i Q O I BLOCK 2 • LL �7 INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 2 CONNECTION PER CITY OF MERIDIAN STD DWG W13. • I 4 I 5 MATCHLINE SEE SHEET 5.13 1- - + o - - - �( U) Z ° ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. •� - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - I - - - -� 1 I � - a L- - - - - - - - - - - - 7 24 J • ,• 91 LF OF c �N LL- o (n I 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO r 105 LF OF -- i /8" PVC 8" PVC 11 1 II 2554 LI OF MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. - -� - - 12 P C- 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO -- � / \ -- MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. L6 234 LF OF 1 �,� `��• �F O7��OF, W. HARRIS STREET 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 8" PVC „r 8" PV 1.5' OF SEPARATION PER IDEQ STANDARDS. 08 SS W 8 SS 8 SS 8 ISS 8 SS W (0 11+00 00 0 13+ 3LF OF INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED I 1 „8 PVC (!) 234 LF OF 74 `90. �� 6 32 28 13 I /RRAREAS PER CITY OF MERIDIAN STANDARDS. W 1 8" PVC S. SIPHON AVE 8 $ o o' o' 24 CONNECT INTO EXISTING 12"WATER LINE AT 2" BLOW OFF. W W 8 W 8 W �/V 9 LF OF `q N U 22 „ N � NLn N � W 6 PVC + � + � + C4 0 25 INSTALL 12" PVC C900 WATER LINE. 4' MIN COVER IN PAVED Z _ I I MATCHLINE SEE SHEET 5.13 NO f° �-rr°o AREAS PER CITY OF MERIDIAN STANDARDS. a N I 2 - - _ - -� - .._ - •� �' PH1-SSMH-18 :�_ r = w A V :I`_ LL- o a o - � � / J. U - 28 INSTALL 24" PVC C900 WATER SLEEVE. STA: 12+27.99, -6.00L -cn Lcn Q 13 12 9 RIM: 2699.32 3 5 11 - 5 5 4 32 INSTALL 8" BLIND FLANGE. INV IN: 2687.46 N m � o o' 00 Q:� N Of N - - - - - - - - °? -0 - o - INV IN: 2687.46 w o - - - - c° o o of SEWER CONSTRUCTION NOTES 0o rno INV OUT: 2687.36 S � 0 00 + o °N° ol °N0 + + + + ro + + 1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER O LwLL- L � � L � 00 O CITY OF MERIDIAN STANDARDS. mr � p � o I ao ao ao ao a � I NORTH N � c j c~i) N c j p I O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF o THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 7 ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. CONTRACTOR z - I I 8 CC TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. �\ w 00 I BLOCK 1 O5 SEWER MAIN/STORM DRAIN CROSSING. CONTRACTOR TO0 co a U cNi) I N I MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. cn co °o GENERAL UTILITY NOTES co o I I I Q co 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN z U) N S co . SIPHON AVE ALL OTHER AREAS, COVER SHALL BE 4 FEET. o o UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. w} `o� J L oo O y Y N Q O 0 m . ^^ w cn U) 7.03 0 - m0 702 a � z " wz " Y 2704 00 00 00 2704 Y ao 00 z 100 ao o0 7.04 00 = � oo O N 0Co 7.1 00 4 7.07rn rn 00 00 cfl 7.13 n0NN0 � 7.05 0 co IN + o0 a0 a0 o� rn � r- = - MN + o 7.09 o o N ° + o � 00 COM cIN w � o � a M D � 7.06 7.11 c � N N � Nz O 7.10 1 0 Noo 1 o w = � L O > + C4N > < L- >> > > > aLw > > > .08 0E- I� O � z . 7.15N - - - - -(Do - z z z 0 - 1NLLJz - z z z C) U) o LL p _ 7.17 7.16- J O = 0 Li- z z 7.17 w a 2700 _ ' - _ O O - - 2700 7.07 - _ _ Y _ _ _ 1 I06 - - - - - .N I - - w �, _ w KEYMAP Q p cy) > N O > N.T.S J �' " N o GENERAL NOTES W 3 O 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK w E OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS s OTHERWISE SPECIFIED ON PLANS. 2696 2696 6" PIRR XING 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z J STA: 11+67.05 12" SD XING STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. INV: 2696.50 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 8 WATER XING STA: 11+97.49 STA: 10+10.05 INV: 2696.09 8" WATER XING 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL INV: 2695.52 STA: 12+43.99 CONTROL LINE AND CURVE DATA. INV: 2695.00 oa PROFILE LEGEND 0 3 O z - - - - EXISTING GRADE AT ROADWAY a 3 2692 z oo N Q 2692 p m m L a 00 0' a } o o w a PROPOSED GRADE AT ROADWAY CL 0 00 Lw w � a � N U w o n 0' GRAPHIC SCALE IN FEET = w Ld R U) 0 10 20 40 a v 0 0 z o 0 a � o 0 0 rn o z - N w o �� > �' 2688 w rn o N o N Q 2688 w a U Q 77 LF OF 8" PVC © 0.60% z o z z _ (D Z�_ > Q N 0 o 0 ° < 234 LF OF 8" PVC 0.60% 23 LF OF w w � J J a U) N 8" PVC @ 0.60% p a_ cv/) cv/) N SEAL U FOSS\ONAL Ez��w �o CENSF� FF � � Q Q L d w N VJ z 2684 2684 1994 z 1/21 / 6 m OF F�4ER 8F' M u 0 EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. cD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , 7 N -2UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES / 13 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 what's below. 52 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoudig WATER CONSTRUCTION NOTES I �1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED J U) J U) J 'n J AREAS PER CITY OF MERIDIAN STANDARDS. AP N: S 1226110550 � 0 � o � o � i, (NOT A PART) L o r o 0 o 0) �3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF + + + + PH1-SSMH-21 MERIDIAN STD DWG W1 & W3. I Q 0 O O O 3 STA: 12+29.32, 6.00R ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & SEE SHEET 8.04-8.07 FOR GRAVITY cn U) U) U) RIM: 2698.46 W9. IRRIGATION IMPROVEMENTS 5 g 7 g INV OUT: 2691.45 W ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. 20 �9 INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER PROP. ESMT PLAN. _ I STA: 12+46.46 WATER I 0 W - I I 4 OFF: 17.00'L 12 MAINTAIN LINE/STORM5' OFSEPARATION PER EQ STANDARDS. TO 236 LF OF N 8 10 LF OF 1 i , • _ I I 1 8" PVC 10PVCWATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN oo �` $ W �8"W $ W 1.5 OF SEPARATION PER IDEQ STANDARDS. 0o W 11+ 0 LU 12+00 w oop ° ;• ` •r° . i - 1 235 LF OF - + -M �- - - - - - i 22 INSTALL 6" PVC C900 WATER LINE. 4' MIN COVER IN PAVED bb 8 PVC _ AREAS PER CITY OF MERIDIAN STANDARDS. ° I O - - � - O- 0- - � 2 0 o S W SI I I 8»SS 8� J 1 z INSTALL 16" PVC C900 WATER SLEEVE. � m BLOCK 2 N oo Jr- I •• � -I- - _ 32 INSTALL 8" BLIND FLANGE. +Ln rn + oo I 1 I I 00 w 0 N N I ° 1 Q f I I I N 0 I I 33 INSTALL 8" X 6" X 8" TEE. a0 a I ° 1 cn cn0 1 •. _ _ = I I II II SEWER CONSTRUCTION NOTES 4 33 LJ I 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER a - - - - - - - - - - - 12 27 12 I I 13 27 2 3 I 9 CITY OF MERIDIAN STANDARDS. 2 3 2 0' o � 00 � o o O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER o I o � � � °N° � N °�° NI I N cow 10 . I U) 0- Ln 0- 00 - CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY o o N co 0 0 'n co + � r- c61 I + N + N o o c6 o co _j OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 00 1 I + 0 I + rn + `n + LL �_ � + III II �_ _ `V � � � � o W I 1 1 0 � M 0 Q O 01 ® I Q Q N (0 N N O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF 9 LF OF 105 LF OF Q Q L� L� '� L1_ THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. O 6" PVC „W 1 8" PVC - - - _ »W I `;, 1 QLL Q � � � c~i> cn cl) I I cn0 cn0 Q � QO QLL 8 I p cn O cn O I I O co I O 0 SEWER MAIN/STORM DRAIN CROSSING. CONTRACTOR TO mr 32 W I I 9 8 I- I I MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 91 LF OF 1 - W - • 1 7 SEWER MAIN/GRAVITY IRRIGATION CROSSING. CONTRACTOR TO 8"SS C s `: 1 I I BLOCK 1 I O MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. W 0 I SEE SHEET 5.21 FOR - PH1-SSMH-22 W. BLUE DOWNS ST _ J\ `'(,. i DRAINAGE DETAILS O9 INSTALL 16" PVC C900 SEWER SLEEVE. a STA: 10+97.37, 6.00L = LO RIM: 2699.87 3 - - - - - - C) I 00 co INV OUT: 2688.01 E �' \ 1 I I I I I I �, a - - - � - - - - - �\•. \ I I I I 1co a GENERAL UTILITY NOTES zCD Uj 0 N° I O SEE SHEET 5.21 FOR ® I ••@ 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN } �, CD DRAINAGE DETAILS I �` I 1 ALL OTHER AREAS, COVER SHALL BE 4 FEET. 00 a 1 I 1 I I I UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. • I 1 I 1 I I I I 1 0 o o o O m W. BLUE DOWNS ST - � 7.03 7.02 0 3 7.04 .� 2704 - Z 2704 2704 z 2704 w .-. cn 7.14 7.07 oo - ao 7.13 7.05 J 00 00 00 C4 7.09 Z 0 00 ao 0 rnLL N I � N _j00 CO 00 7.06 7.11 ° U)Nri00 It 7.10 _ oo W O N � Ooo N � � j N � 0o0 ooc N ao 7.12 7.08 + orn = MNoo� O 0 N rn 6CN N 7.15 Y � � � I N � � Nam ( C O= C� (0NZ Z z N 7.16 I w .. O cn � � 1 0 4 z w 7.17 0 - Z > Q � I w - z 0 1 > N � � coa' 7.17 = 0HL� � > > <** i o � � >> > 1 �, c � ID C14 W 06 Q o O (nO � z 0_ � C/) 0Ez z z o_ Uc/) OO' z z z coNoO � � 7.07 W z _ 07 7.13 2700 2700 2700 j w N O 2700 0 _ - - - - / - - - = Daw � Z J � Lu - " c' o KEYMAP , - - / � - - _ - - N.T.S Q o / GENERAL NOTES 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK z J 00 > OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS O OTHERWISE SPECIFIED ON PLANS. E 00 > U 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA m N O STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U 2696 2696 2696 2696 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 8" WATR XING 18" GIRR XING 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL STA: 10+10.00 STA: 11+84.98 CONTROL LINE AND CURVE DATA. 0 INV: 2696.07 12" SD XING INV: 2695.03 PROFILE LEGEND N n STA: 11+58.54 m Q� 0 3 INV: 2694.40 a 3 - - - - EXISTING GRADE AT ROADWAY (L O m m p o � pLU m p W N PROPOSED GRADE AT ROADWAY (L z Q w N GRAPHIC SCALE IN FEET a O = w = a 2692 2692 2692 2692 0 10 20 40 a p U p a � o z y o 0 Qs a o NORTH c� o a zo w co 2 LU rn o w 1.50% o N LF OF g„ pVC z z N N 235 z v = > Q o N > w w w 0 0 > J J O Q o v ' U U p 0_ W W a w 4 2688 SEAL a 2688 91 LF OF 8" 2688 2688 N U) PVC © 0.60%D UJ c� L Uj S�ONAL fN \CENSF��'�FF 0 w in a z 19 9 4 2686 2686 2686 2686 � °10 1/21 / 6 CO a O 0 a 11+00 10+00 10+00 11+00 12+00 /11 OF \�P� O F� E R 8 F�0 0 M u d EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , 7 N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES / 14 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 0 a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 53 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig SEWER CONSTRUCTION NOTES i I I I 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER r I CITY OF MERIDIAN STANDARDS. 00 ° W O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF 09- THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. MATCHLINE SEE SHEET 7.16 ., I 00 I ® CONSTRUCT 14' GRAVEL ACCESS ROAD CENTERED ON PIPE IN rn I I UNIMPROVED AREAS WITH 10 OF 3/4 ROAD MIX OR '. I EQUIVALENT ON A STABLE, COMPACTED SUBGRADE. _ _ _I GENERAL UTILITY NOTES 363 LF OF I o o I C I I SEE SHEET 5.21 FOR 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN 1 I � DRAINAGE DETAILS I � 8" PVC I I C ° • ! ° I p I ALL OTHER AREAS, COVER SHALL BE 4 FEET. D ° ' - - - - - - - - - = � O r` - - •- - - - - - - - - - - - - - - - - -- - - i UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. cn � m I I C I 0 BURNSIDE RIDGE W I I L ESTATES NO. 2 I • = cn r 20' I PH1-SSMH-23 (NOT A PART) I 0 U) I ° STA: 13+41.56, 0.00 I W m �o0 7.02 O = 7.03 UTIL ESMT RIM: 2702.61 I LL] 0 m� I o c 3 INV IN: 2688.25 S 000 o INV IN: 2688.25 W I W I 7.04 0 o i INV OUT: 2688.15 N I I z I •. I 7.14 7.07 000 � ° o00 9 - - - - - - - - - - - - L - - -- - - -- - - -- - -- - - -- - - --- - --- - � - = I I 7.05 7.13 I Cl 0O° - - - - - - -� - - - - - - - - - - - - - - - -342 LF OF o0L" 1 I U I 7.09 00 ' 8 PVC I -, _ _ •� 8"SS O w 8 S$, 8 SS o 0 0 0 8"SS 8"SS O W 8"SS Q I 17.06 7.10 N ? 00000000000000000000 00 000 ,, J000 "' 0 N 000000000000 cocu000000000 0000000 7.08 7.12 7.15 - - - - - - - - I 7.17 7.16 a 8 7.17 00 I i 7.07 7.13 lie � c I I ° I W I O KEYMAP N.T.S x- -x -x x x I 8 I GENERAL NOTES I ^ Z 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK w OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS • OTHERWISE SPECIFIED ON PLANS. o e I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) O N ' I I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. o N N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. z a 00 I 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL z U' -i Of N I I CONTROL LINE AND CURVE DATA. oz o N _ - - �.�. - w o � d J � O o Y co PROFILE LEGEND o O o �; 0 N .� oP %le @ � m - - - - EXISTING GRADE AT ROADWAY Y 0 a 2708 SSWR ALIGNMENT 2708 PROPOSED GRADE AT ROADWAY 0 z wL " J O 00 00 �, z a (.0 N N 00 N - L? - cj 00 o0 W O O 00 00 N 0 2 r7 Ocj (.0 cfl M O O N N Q V) � n E � � ON ,L,ix 2704 > Q > > >> 2704 L� `� Z N a- U V/ O LL z Z W 7 p LI ` Q N N 2`/ V d 3 _ - 00 o - - - - - - 00 00 0000 00 L.f. W LLI - - - - - - - - - - - - - - - - � of � o Lo 00 oaC°o oo 00 J_ 4-1 \ � � � _ � � + p � N N p � vJ - - - - - - - _ N - ONZ Z Z 2700 > Q 2700 = OF- L� � » > w UNO � Z Z Z m E of 0 of c7 -� � 0 ❑ a m N a Y 00 � 3 U cl) U O m 0 LU CD 2696 2696 o z Y z ~ � z Lu 0 GRAPHIC SCALE IN FEET O 0 = w cl R 0 10 20 40CL a v U a O z y O O J � w NORTH � o z Mw ° LU o w N N Q II II O O W. z z Z_ U w d 0 Q Z O ❑ > w W w ❑ o > � J J O Q IY v Q 12� U U W w 2 w cl) cl) Q 2688 2688 SEAL 342 LF OF 8" PVC ® 0.40% ASS\ONAL £NG/ F ti w �O �CENSFD FF c w � Q O 0 ❑ � w a `l) 2686 2686 1994 z m s1/21/ 60 o N 13+00 12+00 11+00 10+00 c O U F� E R 0 F� � M o a 6, j 3 EXPIRES 10�20�27 CAUTION: NOTICE TO CONTRACTOR C.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 7. 15 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 54 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig MATCHLINE SEE SHEET 7.15 SEWER CONSTRUCTION NOTES I I I I ,00 O INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER J J J 1 ?oo CITY OF MERIDIAN STANDARDS. �� r7 CD00 p p 0� 000 + `n + `n + `n 1 01 >oo O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER N NV-) 1 0; CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY Q I Q I Q I 1 0`- ->00 OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. � L� t- L� t- L� 1 0, 0 0 (n O I N O I N O I o`- 00 2 2 2 1 0' O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF BURNSIDE RIDGE 1 0` THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ESTATES NO. 2 1 (NOT A PART) 1 0� ��' ® CONSTRUCT 14' GRAVEL ACCESS ROAD CENTERED ON PIPE IN V o' 000 UNIMPROVED AREAS WITH 10" OF 3/4" ROAD MIX OR 1 342 LF OF 1 1 0 0�0 EQUIVALENT ON A STABLE, COMPACTED SUBGRADE. 8" Pvc i 00 00 GENERAL UTILITY NOTES 1 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ° 1 ALL OTHER AREAS, COVER SHALL BE 4 FEET. w W. DRAWBAR DR 1 UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. 8"W = (FUTURE) U) o z w - - - - - --- 00- - - - - - - - - - - - - - - - - - - - - - - -�-e� - - - - - - - - - - - - - - - - - - - - - rt4-rQ6 - - - - - - -o�� I - - w - - 7.02 OS 8"SS 8"SS - w: 8"SS 8"SS 8"SS O WW "SS 8"SS s 7.03 0 z 363 LF OF J J 7.04 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 8" PVC - - - - - - - - - - 7.14 7.07 Q - - - - - - - U - - - - - - - - - - - - - - - - - - - - PH1-SSMH-23• - - ' 7.13 7.05 ❑ 8 STA: 14+46.19, 6.00RT 7.09 ~ RIM: 2702.61 ° Q _ - .° - � 1 I INV IN: 2688.25 S 3 v 7.11 a .• 7.06 / INV IN: 2688.25 W 7.10 I I INV OUT: 2688.15 N 7.12 7.15 7.08 .. : 7.17 7.16 / \\ BURNSIDE RIDGE LJ 7.17 / \ ESTATES NO. 2 7.07 O / \ 2 2 (NOT A PART) 2 7.13 / ® \ N �-- I rn �- \ , 0 LO I O I O 1 \\ � N LO 4 N KEYMAP \ N.T.S Q E. DRAWBAR DR GENERAL NOTES �o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK o o N PH1-SSMH-24 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 00 COVER: 16.4' OTHERWISE SPECIFIED ON PLANS. �z STA: 10+82.88 v OFF: 10+8 LT 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o o 2708 2708 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w o CO RIM: 2706.73 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. J INV IN: 2689.80 8" (SW) 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL Yco INV OUT: 2689.70 8" (E) N CONTROL LINE AND CURVE DATA. %le o o N = O m° 00 a 00 00 Y � � � PROFILE LEGEND N ^ � � � 00 00 00 m 00c 00 00 N 3 M N N - - - - EXISTING GRADE AT ROADWAY N O N Z Z N 2704 - - > Q > > 2704 PROPOSED GRADE AT ROADWAY - = O � I� - O J - _ _ - - - - - - - _ _ - � c� v, o � z z z _ LLN _ - - - - - - - - Z Q - - - - - - - - - - - - - - - U - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - LU - - - Fm o a E 0 W o I ' I N W^ Z V o 2700 2700 0 J o W 3 W o U .L. U/ Z J U _ I f0 N 2 0_ 0_ E N 2696 2696 N N V> � N ❑ a Oz 3 07 U O m LU CD LU U Mz Z Y U Q W (n w o GRAPHIC SCALE IN FEET 0 = W N cl = a 2692 2692 0 10 20 40 U IL w 6 . O z y Q � o NORTH cp o z M w LU 0) o N N j Q II II s O O z z T r 1 Z_ U w � U W W W 363 LF OF 8" PVC 0.40� W J J Q o ❑ o o Q o' 9 E 0� U U W U) c 0_ W W Q 2688 2688 SEAL N co UJ (9 ASS\ONAL £N�\CENSF10 w � Q ❑ L N � LL d w N O_ `') 2686 2686 1994 z m s1/21/ 60 CD N 11+00 12+00 13+00 14+00 c O U F� E 0 F� M o R a 6, y cy) j 3 EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR c.0 t SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 93 N inUTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 7. 1 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 55 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig I I M J WATER CONSTRUCTION NOTES iro LO I I I I 1 cfl LO 0 U-) -i ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED zr0 co co PH1-SSMH-17 I 1 0+ m C6 N / AREAS PER CITY OF MERIDIAN STANDARDS. _ = STA: 18+01.9'9, 6.00R 1 + N / „ d d r0 1 i I LL iO p J �3 INSTALL 1 SERVICE LINE WITH DUAL 3/4 METER PER CITY OF � � � ct 2 RIM: 2706.69 1 O N L 9 00 0 / MERIDIAN STD DWG W1 &W3. N ' INV OUT: 2700.02 NW 1 N Q O + `n 7 INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 2 + o + o BLOCK 7 m + o i �. I I I 1 N BLOCK 4 o M I00 `o 9 r CONNECTION PER CITY OF MERIDIAN STD DWG W13. N J L 0/ n O U) O ci O • I 3 + `� o �9 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER N - 4 in -J PLAN. II 13 7 9 1 I 22.1' � 4- zo0 • I / � m ± c�i 20 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN N OLq 1.5' OF SEPARATION PER IDEQ STANDARDS. 0 I I 1 N L`LL - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - Ncn0 I • , - - _ 9 SEWER CONSTRUCTION NOTES • . , \ \ / 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER CITY OF MERIDIAN STANDARDS. I j ti 77 LF OF N C . -i 1 Ib o O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF 8„W = 1 LLUU 8 PVC \ + 1 N THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 7 LF OF 1 0 (n 8"W- W ! N 8" PVC 11+00 = J ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. CONTRACTOR - - - - W - - N 24 LF OF 1 \ N �O + o TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. W. DRAWBAR DR u� W 8" PVC , \\ 1 0 'SS 8"ss W ss 8"ss OW W GENERAL UTILITY NOTES \ a LL / (n 1 88 LF OF ��g• �7x N O / / 1. MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF COVER. IN -- AoD8"147 LF OF W8 PVC O� / \ , .PVC_ _ _ _ __ Z_ � � / \ / 4 V J 61,, Q �,, 73 LF OF UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. to 2 \ \ s 6 �y 1 8" PVC N •• Z \ - ----cn oo- - - - - - - - - - - - - - - - - - - -- - -± I1 � 1 / t•-.•• II - - - Q / 00 i 363 LF OF \ LL- 7.03 702a 8" PVC, 7..04 Lm -SSMH-26PH1 STA: 11+53.48, -6.00L A. / 7.07 O 3 RIM: 2712.27 I ® 1 PH1-SSMH-24 '� ��/ / / / 7.14 INV IN: 2690.94 SW •'a • I I I I STA: 10+82.88, -1.34L 8s \\ �� / // 7.05 7, 3 INV OUT: 2690.84 NE I 3 RIM: 2706.73 S `� / 7.09 1 I I 1 I INV IN: 2689.80 SW \ / / /�17.11 F • 1 I \ �/� \ \ / // 7. 7.10 2 I I 1 I INV OUT: 2689.70E �� \\ / \`\ � u � z BLOCK 6 I I• I I \ �� \ \ / \ \ 7.12 7.15 7.08 �\ - Ui 1 I I 11. 7.17 7.16 w w � \ a (n cn SEE SHEET 8.01-8.03 FOR X 7.17 oQ Q U)a PRESSURE IRRIGATION IMPROVEMENTS ao � 00 LO N 7.07 LO (A 00 7.13 o N cc \ z - - - - - - - - 1 N I0 BLOCK5 �� \ \ ss \ \\ Z N l I I I r 1 I Q�P . / } (n M 1 / \ CS KEYMAP J00 N.T.S a - co W. DRAWBAR ST a GENERAL NOTES o PH1-SSMH-26 0 COVER: 20.8' 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK STA: 11+53.48 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OFF: -6.00 LT OTHERWISE SPECIFIED ON PLANS. 10 ic 2712 RIM: 2712.27 2712 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA INV IN: 2690.94 8" (SW) STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. r INV OUT: 2690.84 8" (NE) w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. w 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL O J "00 CONTROL LINE AND CURVE DATA. z LL \ PH1-SSMH-25 00 0 \ COVER: 15.1' o r w O \ �\ 0STA: 18+68.45 N _ JPO Oi 0 PROFILE LEGENDOFF: 6.00 RT ro0 E RIM: 2705.89 :2C° 00 �? o N INV IN: 2690.25 8" (SE) � j N .. - - - V) ,Amaxx \ cn � z - EXISTING GRADE AT ROADWAY � W z INV IN: 2690.25 8 (SW) I w - o W Q 2708 INV OUT: 2690.15 8" (NE) = O > > 2708 W z - O O ? z PROPOSED GRADE AT ROADWAY GL (� Q W W U O 4-1 _I o _ J _ _ Z U _ C _ N 2704 - - - 2704 m - - - - - - w - - - _ _ rn - � O - - - U - - - - - - - Ir c7 -� ❑ a Y c\i 3 U cn d 3 8" WATER XING } o 0 CD STA: 10+05.33 o z w Z INV: 2700.39 c� 2700 2700 < LLJ w LLJn GRAPHIC SCALE IN FEET o v o = U 0 10 20 40CL a U N �/ z a YO O O U CD J 0 c? p IL o Z O ~ O M o LU LU O uJ Q N N > � Q 0 I I I I O Wn 2692 2692 z z = z Z U Q w w w ❑ o < 0 U U O 9 � � w C) C) a W N 147 LF OF 8" PVC © 0.40% a) ¢ 88 LF OF 8" PVC @ 0.40% SEAL w Q w �0 A ENSF�C/��F cD ❑ L N 1_ LLI N z m 1994 Z m 2688 2688 1/21/ 6 M 11+00 11+00 M F<< E o a 6, 00 j 3 EXPIRES 10/20/27 CAUTION: NOTICE TO CONTRACTOR C.0 r SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Ef Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 7. 7 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 56 of 67 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-901. �2 INSTALL 6" BEND(S)AND P.C.C. THRUST BLOCK. �3 INSTALL 6" ISOLATION VALVE. �4 INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. I I I 5 INSTALL 6" TEE. I APN: S1226110550 INSTALL 6" CAP. I (NOT A PART) 13 INSTALL 2" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. l-I I s FF FF�`F I I - 14 INSTALL 4" PVC C900 PRESSURE IRRIGATION SLEEVE. 14 I - 0 vv - - - III - I I III 15 INSTALL 4" SDR 35 PVC PRESSURE IRRIGATION SLEEVE. 2 S INSTALL 12" SDR 35 PVC PRESSURE IRRIGATION SLEEVE. O BLOCK 2 6 4 LF 4"PIRR I� I I 1 I III 0- 1 = I i I 1•';°.' I II j PRESSURE IRRIGATION NOTES w 14 2 LL I I I II l I 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE OWNED AND MAINTAINED BY THE BURNSIDE RIDGE ESTATES - - - - _ i 1 121 LF 4"PIRR I II " II I 2 I 1 �I I SUBDIVISION HOA. 8"W I II I I I 2. THE PRIMARY IRRIGATION SOURCE FOR THIS SUBDIVISION IS THE CALKINS LATERAL. a III 3. THE BACK-UP IRRIGATION SOURCE FOR THIS SUBDIVISION IS A s _ _ 8 5 3 SECONDARY CONNECTION TO THE DOMESTIC WATER SYSTEM L - I 4I III I AT FARMYARD AVE. I - \ I I BLOCK 1 I III 4. CONTRACTOR TO COMPLETE GRAVITY IRRIGATION FACILITY cm L 77 TESTING AS OUTLINED IN ISPWC 2020 SECTION 601 PRIOR TO `I ® I I I I I I I I �� THE TRANSFER OF OPERATION AND MAINTENANCE FOR THE I� I GRAVITY IRRIGATION FACILITIES TO THE BURNSIDE RIDGE 65 LF 6"PIRR 13 67 LF 6"PIRR 13 3 ° I ESTATES SUBDIVISION HOA. O 5 1 r6T 13 R_ GENERALNOTES mr - - 6PIR 13 1 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 409 LF 6"PIRR I 13 4 00 1 9 I 1 13 13 .� �� j OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS U cn I I I I I 232 LF 6"PIRR �� OTHERWISE SPECIFIED ON PLANS. ui 00 w 4 I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA wl STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. a 1 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. p I Q `!' I I V.:;',?'' •`'1 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL co o � 4 " I Z I •'•• I co CONTROL LINE AND CURVE DATA. o N w I I I I 3 2 11 ' I O 6 z - co CD co w /..:; Q I� BLOCK I = I 7 I /, , I I I I 3 w 1 I / 14 II rr O 2 N 000 m 1 n• W I (n (n s Y a ' w I 134 LF 6"PIRR I I > `'' o 0 00 I , N O 0 o _Z I 1 o m s cn 8.03 — —U — — — — — — — — — — — co - - Q - - - - - - - - — — — � — 8„W 8„W 8„W 3 W. SMOKEY LAKE DR 4 s —8"ss — — — — _ _ s.o1 J SS s >, _ _ _ . - - - - "SS - - 8 SS s 67 LF 6"PIRR I s 8" S s / \ REFER TO SHEETS 8.04-8.07 FOR 8.02 O - - - - - - - - - - - - _ GRAVITY IRRIGATION IMPROVEMENTS I Lu L W Eg — I II II Z_ Lu 0 I I •r1 I oo� I 3 I I I 1 " III p :Z� — ° � �! I � o 111 W (_� Q I I o o o I I I I W N J. I I III KEYMAP p I 0 1 I II N.T.S I I I p _ � II 13 I 12 I 11 I 10 Io I 8 I� 7 I 6 I 5 I I 1 °'' III w W 3 BLOCK 4 ° 0 �� I I I 4 I 3 2 1 I ' III W �o ° BLOCK 4 N •V I O I I I t AA 291 LF 6"PIRR 1. I I I 1 Z (f) 1 I 1 I 1 I 1 16 I 12 I °� ° 132 LF 6"PIRR I I :•_ '. I I 11 "PIRR 6"PI R °� I I ° ° I I I 401 LF 6"PIRR I 1 ' I II I L.IJ 6 PIRR a I - � ° I 2 '. 37 LF 6"PIRR 5 1 1 1 1 1 13 • ' I II — — 15 15 15 15 z I I II N 6 I f 6„ I >,P 6 — I I I I 13 1 1 1 1 120 LF 6"PIRR I II � a I I I 1 •�: 111 � I m � 0 3 I 2 2 I II U V) _ I I 1 I II m 6 0 BURNSIDE RIDGE 62 LF� 6"PIRR BURNSIDE RIDGE :. III m o 0 ESTATES NO. 7 + II I w ESTATES NO. 2 j I.�•'•'�. I I I � � Z Y Z LL I I I : III � � w � — (NOT A PART) (NOT A PART) I�I o Q U) a I r II 11 GRAPHIC SCALE IN FEET = o v o = a I I I I I II I 0 20 40 80 I I I .'s': III I o CD Q s i o_ _o_ II r': I II NORTH CD J a o z o — N w " m g w o j Q O ICI Q O O Z Z Z Z_ U z o N > w w w w `o > J J w v F U U Y W � N U SEAL u Fu ASS\OVAL EN�r oc �oF CENSF� '�� r Q w o a z m 1994 1/21/26 m -o o T qTF OF 0 CD w F� E � � o d M u EXPIRES 10/20/27 J 3 r SHEET NO. C° U cD N O m 0 N m E V R .01 U O L o a 57 of 67 IRRIGATION CONSTRUCTION NOTES \ INSTALL 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. •\ 1 �2 INSTALL 6" BEND(S)AND P.C.C. THRUST BLOCK. \ 127 LF 6"PIRR v INSTALL 6" ISOLATION VALVE. \ \\ \ 9 INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 6 TEE. 4 LF 6"PIRR 2 \ z• \ / \ ` /' / INSTALL 6" CAP. 10 INSTALL 2" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. INSTALL 4" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 4" SDR 35 PVC PRESSURE IRRIGATION SLEEVE. y APN: S1226110255 / / C��j 16 INSTALL 12" SDR 35 PVC PRESSURE IRRIGATION SLEEVE. o (NOT A PART) PRESSURE IRRIGATION NOTES t 262 LF 6"PIRR \ % sy 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE 12 ,/ / �P�!`/ / �� OWNED AND MAINTAINED BY THE BURNSIDE RIDGE ESTATES w / or \ SUBDIVISION HOA. a 14 BURNSIDE RIDGE 2. THE PRIMARY IRRIGATION SOURCE FOR THIS SUBDIVISION IS ESTATES NO. 2 THE CALKINS LATERAL. 3. THE BACK-UP IRRIGATION SOURCE FOR THIS SUBDIVISION IS A a (NOT A PART) // SECONDARY CONNECTION TO THE DOMESTIC WATER SYSTEM EE / / \ // / AT FARMYARD AVE. SN / \ 13 / \ \ 1 / / / \ 4. CONTRACTOR TO COMPLETE GRAVITY IRRIGATION FACILITY GN�INE 1 r \ /' / /:•'j \ 15 /// / `�\� TESTING AS OUTLINED IN ISPWC 2020 SECTION 601 PRIOR TO MPT 13 °, 13 2 / /: 00 15 / \ THE TRANSFER OF OPERATION AND MAINTENANCE FOR THE _ _ _ BLOCK 4 \ \ \� �\ GRAVITY IRRIGATION FACILITIES TO THE BURNSIDE RIDGE w • 217 LF 6 PIRR � \ / ` � 6 IRR 6 0— R 4 LF 6"PIRR- 1 \ �:' f' \ \\ �\ /\ ESTATES SUBDIVISION HOA. :'•• " — `' 2 4 LF 6 PIRR \ / '/ 1 O 3 1 1 \ �` ,,�� '" ` \ / \� / �/ GENERAL NOTES y 4 t° 1 9 LF 6"PIRR 2 14 �, / / / \ 1 \/ 3 I / cR 20 / 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 2 ,� I 5 4 LF 6"PIRR / 16 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS I I OTHERWISE SPECIFIED ON PLANS. \ /15 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS CROSS SLOPE SHALL BE LESS THAN 2% ^ z . . �\ w 19 18 17 16 / 1 \\ \ 205 LF 6 PIRR \ / LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. I —BL \ \ �;" / • / \ 1 :' `\q� / 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL �, CONTROL LINE AND CURVE DATA. o 00 113 LF 6"PIRR \ \\ / \ 17 / 1 \ / / o 0) \\\ 2 a o \ \\ 19 j 13 \ / 17 LF 6 PIRR 8.03 L 00 Cc —, — — — _ \ I I.S 21 LF 6"PIRR 2 \ /.: - - -.r - - - - - - — ■ �_l I 1 1 18 \ �/I 10 LF 6 PIRR N I 13 � 2 - - - - - - - - 43 LF6"PIRR I 2 0 om 8„W 8„W — `� I 13 -- s g»SS 8» S 4 8 9LF6"PIRR 2 J LI— 6 8.02 8.01 �'t - - - — 68LF6"PIRR 11 s 67 LF 6 PIRR 8»W Q S. INTERNATIONAL WAY — — — - - O J y ✓ •t. .• ••h,.., o 3 'Y' _ S 8"SS is z3"'S sfij��8'SS o 0 .:16 aI _ _ :. .• ..- ;.: .� : ;,;. :,;: ,;,. t r 67 LF 6 PIRR. W O 125 LF 6"PIRR CO I 1 I KEYMAP Q EI 3Ll LLJ Ll LlI I 3 N.T.S 0 (n Q . 13 I I � I z 12 I I I I I I I 107 LF 6"PIRR W 14 II 10 I 9 8 7 6 5 4 3 2 1 t. I � 1 , 2 3 0 w t BLOCK 7 13 I BLOCK 7 I Q BLOCK 6 W 3 C •ti r W E a Q 5 1 I I 16 I I I I I I I 0 I 1 192 LF 6"PIRR 16 — t f ' 49 LF 6„PIRR I I I ' I 13 I Cf7 IID Lc 2 — 1 11 LF 6" PIRR 5 13 268 LF 6"PIRR 13 I 5 85 LF 6"PIRR 5 Z (� — 1 Q " _ 1 1 3 1 1 6 LF 6"PIRR U) 21 LF 6 PIRR � _ 1 1 1 1 1 16 4 3 � R 16 E `,'' 2 — = _ R _ 16 PIR i 6"PIR 6" IRR 6 _ -ra Q III = 6 LF 6"PIRR 18 LF 6"PIRR _ � 67 LF 6"PIRR �- — 15 LF 6"PIRR 6 0 C� I III III 2 _ 2 - - 13 - - - _ a j REFER TO SHEETS 8.04-8.07 FOR 0 3 I GRAVITY IRRIGATION IMPROVEMENTco cf) S a 115 LF 6"PIRR�� III /ii 0 3 I 00 co 0 o � m III co //i// GRAPHIC SCALE IN FEET o v o a s I 2 III 0 20 40 80 a o 12 LF 6"PIRR r o 0 Z o :e' I i (N Lu > ;' I 173 LF 6"PIRR r Q o I' \ z z z cn a. z Z H 2 w o o r IIll Ill �° o a cn cn L: a � •� SEAL co w ASS\ONAL o o \ I 4, Q o z 1994 _ 3 r �1/21/ 60 o n I 80 LF 6"PIRR F� TF OF 3 <I ER 6P �' 6' 6 ' EXPIRES 10/20/27 N L SHEET NO. N -' REFER TO SHEETS 8.04-8.07 FOR Q o N Y [GRAVITY IRRIGATION IMPROVEMENTS Q .O2 V o 58 of 67 IRRIGATION CONSTRUCTION NOTES INSTALL 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. ' •'° � — I �2 INSTALL 6" BEND(S)AND P.C.C. THRUST BLOCK. 00 • •` ' ' a 0 — I �3 INSTALL 6" ISOLATION VALVE. INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. W INSTALL 6"TEE. LLJ (n _ _ — I , ; \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I INSTALL 6" CAP. W _ — — z — 13 INSTALL 2" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. J S. FARMYARD AVE 08"W 14 INSTALL 4" PVC C900 PRESSURE IRRIGATION SLEEVE. Q _ 19 PRESSURE IRRIGATION NOTES ° 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE Z •; ' ' i . ' OWNED AND MAINTAINED BY THE BURNSIDE RIDGE ESTATES o z °' • a ,d , .` , a 8-1 \ SUBDIVISION HOA. a • ° • ' ' \ 2. THE PRIMARY IRRIGATION SOURCE FOR THIS SUBDIVISION IS • a . ` ' ' • • • ' , , a THE CALKINS LATERAL. w • \ o ' '` • ' ° 3. THE BACK-UP IRRIGATION SOURCE FOR THIS SUBDIVISION IS A l° • , d 5 5 LF 6"PIRR ° t ' . \ SECONDARY CONNECTION TO THE DOMESTIC WATER SYSTEM �R 6" PIRR \ ° ' A T FARMYARD AVE. Q 6 PIRR -BLOCK 3 4. CONTRACTOR TO COMPLETE GRAVITY IRRIGATION FACILITY \6'PP/RR \ TESTING AS OUTLINED IN ISPWC 2020 SECTION 601 PRIOR TO 0� THE TRANSFER OF OPERATION AND MAINTENANCE FOR THE a 1 _ GRAVITY IRRIGATION FACILITIES TO THE BURNSIDE RIDGE 6 1 6"p/RR \ ESTATES SUBDIVISION HOA. �_ ;d . :• GENERAL NOTES \ 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 1 6"p/ ' • . ° � OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS 114 LF 6"PIRR I RR I • °, • . OTHERWISE SPECIFIED ON PLANS. O \ °\ 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. R=700' 6„ 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL 337 LF 6" PIRR p/RR \ CONTROL LINE AND CURVE DATA. I I I 1 ui Lu °\ Z cb• Lo BURNSIDE RIDGE / 6.p �� ' ••.•'♦, 0 co ESTATES NO. 3co N (NOT A PART) ' /i Q _ cl 00 I 13 �,�,/ - �' J / OCS N CS 8.03 J 0 I / N 2 [[r�� CD N Y I 6 0 6 LF 6"PIRR / \ 33 LF 6"PIRR 2 8.02 8.01 ic 8 LF 6"PIRR •°• /// 4- z 3 / 5 5 N 66 LF 6"" 91RR Q I 6 J i 5 LF 6"PIRR • , • _ O ui (n z GRAPHIC SCALE IN FEET W O o 0 10 20 40 I- KEYMAP Q p E 0 N.T.S Q Y w z (_D z Q N W 0 ww W G Y ., ,. .. ui N a z U/ U U/ N d, U „ O C N I I I m W 8"W 8"W 8"W 8"W -8"W 8"W 8"W 8"W 8"W 1 8f, ,W 8"W _8 Q m W W 0 N co w11 � N 7 N L a ,f ,f ,f ,f ,f ,f ,f ,f ,f ,f � � 0 3 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS I I 14 8 SS o U } CDS. FARMYARD AVELu z Y Z � U U Lu _ cl U 0 00 Z y -,Arc _ I I' 4 0 0 Q a , 13 0') o 3 - - -I° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L-4D C) 6OD I �o \ - __- 6"PIRR wco o O 6 PIRR 6 PIRR 6 PIRR 6 PIRR 6 PIRR 6 PIRR 6 PIRR 6 IR - - - - C 13 Q o r z ° c� z _ > U LL o 0 13 53 LF 6"PIRR 1 w J J Y w 13 1 1 1 1 , 1 i o0 000 0 I I I a � E o 467 LF 6 PIRR Q 0000 ( Q I I I I oco 0 0 000 o i I I SEAL w w \ I o0000 0 I o 0 0 00 I I Q�oS�\C E N OC/OFF w 0 w w I 00 0 000 I zc � m � � ♦(n � -- 1994 m I U) I oo 000 c 1/21 6 Q o 0an00 I I �TyT OQ� o o I BURNSIDE RIDGE I I I I 0�00co I I �F F OF �° P y \ ESTATES NO. 3 I o° 00o I I I 0 0 EXPIRES 10/20/27 N J r , I 00 3 (NOT A PART) 0 0 0 0 C, U t N 00 coo I I SHEET NO. N 3 o I o0 00 00 000 0000o I 8.03 0o I I s � o a 59 of 67 GRAVITY IRRIGATION NOTES -x x dol dol dol dol O INSTALL 12" SOLID WALL PVC PIPE. 80 PSI MINIMUM DR51 OR -12 PVC dO1�d01 d01 d01 d01d01 d01 d01 d01 d01 APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. -d03ciO3 -d03--�J03 -d03 003 �03 -d03ziO3 �103�03- d03d03 03 �iO3 �iO3 -d03-�103-�103-�103 �103-�103-�103 -d03 �J03 03 03 03 �iO3-�103-�J03 �J03 �iO3 -d03 -d03 -d03 ~ O INSTALL IRRIGATION MANHOLE PER ACHD SUPPLEMENTAL STD M M M M M M O DWG SD-611. M M M M M M M M z M M M M O3 INSTALL 18" SOLID WALL PVC PIPE. 80 PSI MINIMUM DR51 OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. -ss -ss �� ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssss-N. O9 INSTALL 12" C900 PVC PIPE. LENGTH AND SLOPE PER PLAN. ss ss N. LINDER ROAD-ss-ss-ss-ss-ss-ss-ss-ss // // // // // // // // // // // // // 10 INSTALL 18" C900 PVC PIPE. LENGTH AND SLOPE PER PLAN. O 00 I 11 CONNECT TO EXISTING PIPE. CONTRACTOR TO FIELD-VERIFY O INVERT AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 0 OW IP OIIP 011� OI IP OIIP 011p OI IP OIIP 011� OI IP 0 OIIP 0 OjIP OI IP 011p ip OIIP 0�1;� OIIP 011� 0 J 01-1;� W LU - - - - - - - - - _ --- - - 1 aalo - - - -- 14 CONSTRUCT IRRIGATION CUT DITCH TYPE 'A' PER ISPWC SD-621. - -- - -- - -- - -- - - - - - - - - - -- - -- - -- - -- - - - - - - - - - - - - - - - - - - � -- - -- - - - - - - - - - -- - -- - -- - -- - - - - - - - - - -- - -- - -- - -- - -- - - -- - -- - - - - - - - - - - - - - - - -- - -- - - - - - - - - - -- - -- - -- m 4 TOPWIDTHWITH 1:1 SIDE SLOPES. - - - -- - - - - - - - - - - -- - - - - - - - - - -- - -- - -- - -- - - - - - - - - -- - - - - - - - W W / ` TSTRUCTURE AND B X PER DETAIL AND N _ - - - - - - - - - - -- - - - - INSTALL O SC GO L U d O l d O l - - - - - - - -- - - - - - - -- - - -- - - -- - - -- w o - - - - - -Can) -do - - - - -- - - -- - -- - - -- - - - - - U) - - - - - - - SHEET8.11. d01 d01 d01 Z • -d01 d01 U-1 O • W d •- - - - - - - - - - - - - - - - - - - - - - - w Q .31% 72 LF @ Uj +00 16+00 15+00 14+00 /_GX31% 13+0 ° 0 I MH-10 STA: 15+52.64, OFF: 0.00 14 2702.5f EG RIM: 2708.99 i SUMP: 2699.82 2 INV IN: 2700.82 18" S INV OUT: 2700.82 18" N O I I BURNSIDE RIDGE ESTATES NO. 2 I 1 w I 1 (NOT A PART) I I 1 ^ Z I LU LU Q o 00 / cn O N Qco w m I o T N O _ y O y u W O 00 Lq R I o o o O m x E O I I 8.05 EX. MH-01 STA: 11+80.35, 132.21 RT 8.06 ® RIM: 2707.40 EX. MH-02 8.05 INV OUT: 2703.74 STA: 11+26.24, 125.36RT 8.07 z L RIM: 2707.40 0 0 Q INV OUT: 2703.96 y 8.07 8.04 Z J " a03 a03 �� 0 8.04 p3 w Z m 0 ' -d01 d01- d01 O E M o �O� FO x -<iO3 �J03 J03 -d03 -a03a03a03 -d03 03 -d03 -d03 03 03 �03 E0? N.T.S 79 LF @ W Q Z 0.33% W Q o M M M • ° M 85 LF C�? M •: M M r n 0 c V m 3 0.31% 3 - - ss ss -ss ss N N. CINDER ROAD ss I W > LU TIE IN-02 TIE IN-03 INLET BOX-01 _ \\ STA: 11+80.35, 47.21 RT 11 11 STA: 11+74.54, 47.48RT (4'X4') Eon O Z / Q INV IN: 2703.48 12 E INV IN: 2703.70 12 E STA: 10+50, 0.0017 1 z 00 INV OUT: 2703.48 12" INV OUT: 2703.70 12" _p Q RIM: 2706.56 011p ollp - - - - _ LU - - - - - - - - - - 1 I INV OUT: 2702.38 �x - - x� m UI - - LLJ - - - - 47 LF ® 9 - - - - - - - - - - - - - - - - - - - - GENERAL NOTES � - - - - - - -0.31% - - - - - - w - - - - - - - - - - - - - - J 9 47 LF ©\ - _ z - - MH-09C_ - _ _ 0.33% _ 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK ° do' STA: 11+80.35, OFF: 0.00 - - - - - - OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS J RIM: 2709.55 OTHERWISE SPECIFIED ON PLANS. m Y 3 . • • . • • • ' • • V ; • • ' SUMP: 2700.97 2 :, ° 11k�0 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �. 0- _ _ _ _ INV IN: 2701.97 18" S STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. } 00 6 3 Q - - - - INV IN: 2703.33 12" E - - - -- �'21 LF © LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m m 3 103 LF @ 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m w N� INV OUT: 2701.97 18 N 0.31% • • 10 w z LL U � - .31% CONTROL LINE AND CURVE DATA. 13+0 w a 12+00 0 coa O 0 OGRAPHOIC SCALE IN FEET40 IL w r� = U _ 0 U 0 0 0 z a 1 rn o y 6 LF @MH-09A o a 1% 3 _ _STA: 11+53.32, OFF: 0.00 N w 0.3 RIM: 2707.87 I rn o � 2 SUMP: 2700.06 w N LU I o' 1 INV IN: 2702.06 18" S z 0 z o I MH-09B INV OUT: 2702.06 18" N 0 _ > w STA: 11+74.54, OFF: 0.00 I w w w a Q RIM. 2708.31 I < p U v U ° Q co 2 SUMP: 2700.99 2 I 0 a W W Y INV IN: 2701.99 18" Stn SEAL INV IN: 2703.54 12" E w UJ 2 1 INV OUT: 2701.99 18" N � W vONAL £N�� oCENLU SF� OFF z BURNSIDE RIDGE I ESTATES NO. 2 = I 1/0211/26 o a (NOT A PART) T�gTF o �o o ° F<< ER gP� gym a L cco j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 (.0 t SHEET NO. C N m 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 .0 A Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED `j/S 4 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhaft below 60 QF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig GRAVITY IRRIGATION NOTES O1 INSTALL 12" SOLID WALL PVC PIPE. 80 PSI MINIMUM DR51 OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. O2 INSTALL IRRIGATION MANHOLE PER ACHD SUPPLEMENTAL STD DWG SD-611. O3 INSTALL 18" SOLID WALL PVC PIPE. 80 PSI MINIMUM DR51 OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. MATCHLINE SEE RIGHT MATCHLINE SEE BELOW O8 INSTALL PRECAST HEADWALL FOR 12" PIPE. � 144LF 3 - - - - \0.31% O9 INSTALL 12" C900 PVC PIPE. LENGTH AND SLOPE PER PLAN. INSTALL 18" C900 PVC PIPE. LENGTH AND SLOPE PER PLAN. CONSTRUCT IRRIGATION CUT DITCH TYPE 'A' PER ISPWC SD-621. 157 LF @ ` 4'TOP WIDTH WITH 1:1 SIDE SLOPES. LZ r 1 1.42% \ MH-12 21 CONNECT TO EXISTING PIPE WITH CONCRETE CLOSURE POUR. 0f EX. INLET-01 CONTRACTOR TO VERIFY EXISTING PIPE MATERIAL. IF \ STA: 22+58.33, OFF: 0.00 I -- REFER TO SHEETS 8.01-8.03 FOR °- 4 \ \ RIM: 2702.93 2 STA: 22+64.32, 245.20RT COMPATABLE, CONNECT TO EXISTING PIPE WITH LIKE MATERIAL z 2 INV OUT: 2698.42 15 FITTING AND OMIT CLOSURE POUR. CONTRACTOR TO PRESSURE IRRIGATION IMPROVEMENTS \ SUMP: 2696.63 1 a �x INV IN: 2698.63 18" SE o FIELD-VERIFY INVERT AND NOTIFY ENGINEER OF ANY U INV OUT: 2698.63 18" NW DISCREPANCIES. I I \ � o 77 LF © \ - EOP EO EO M H-13 \ 10 0.31% ` \ FOREO EC w MH-16 STA: 23+34.92 OFF: 0.00 \ '" 10 ', I STA: 26+08.73, OFF: 0.00 3 RIM: 2703.08 - - - - - N. CINDER ROAD 49 LF @ M 0 ' RIM: 2699.16 2 \ N 2 SUMP: 2696.4E - - - - 0.- +� I SUMP: 2694.0E �� INV IN: 2698.4E 18" SE 0 � \ � INV IN: 2695.00 18 S v Q „ I INV OUT: 2698.4E 18 NW INV OUT: 2695.0E 18 W TIE IN-01 \ \ \ e 21 STA: 22+99.76, 210.68RT \ \ INV IN: 2698.22 15" E 318��FC� 51 o 0- LF © I INV OUT: 2698.22 15" 25+00 24+00 \ 3 -� O ' ,- - - - - - - - \ 1 - 934LF ® 3 82 LF ® 00 4 MH-14 \ . - -- -- - I 0.42% 0.12% STA: 23+86.06, OFF: 0.00 e -� BLOCK 1 36 LF @ 2 RIM: 2702.72 "`+ 3 SUMP: 2695.53 a - o0 " 00 INV IN: 2696.53 18" SE 1 I y " LU LU INV OUT: 2696.53 18" N 1 - - - - - _ _ - - MH-15C Q MH-15A -STA: 24+55.80, OFF: 184.54RT o LO 00 �STA: 24+21.65, OFF: 0.0E c I 2 RIM: 2702.51 cn coCn O N n n SUMP: 2697.07 a N O� O� RIM: 2702.52of I INV IN: 2698.07 15" E I z a) - N ire2 SUMP: 2694.22 I I p INV OUT: 2698.08 15" SW z co INV IN: 2695.22 18 S W I Of N INV IN: 2695.22 15" E I Y - - - 44 LF © 1 I ! } 2 CD , MH-17 I ^ INV OUT: 2695.22 18 N Q I I 1 42% 00 o a I , STA: 26+90.36, OFF: 0.00 5 I i I I O I Nco 2 RIM: 2700.781�e SUMP: 2693.90 I I Y I I 4 MH-1513 -_-_- -_-_-_-_ I N 0 m INV IN: 2694.90 18" E O I STA: 23+14.61, OFF: 144.44RT « ' INV OUT: 2698.40 18" NW I I I RIM: 2703.09 I 1 I I SUMP: 2696.45 2 � INV IN: 2697.4515" NE I INV OUT: 2697.45 15" W 3 - - Z19 L F @ - - - - o I � Q O " I I I I Z O J e � z MATCHLINE SEE LEFT W Z � O YE -SS SS SS- -SS _ 4 �N. LINDER ROAD -SS SS SS SS SS W Q Z ° LLI N N 0 O Y� N C 3 -01II' 011r o6 LLJ 0111' 01 IP 01I� 0 OHF 01 IP '"" 5 o -01I^ 01IP OH LL J G- 3 - - _ - - - - - - - - - - - -- - - -- - - -- - - - - _ _ _ _ _ - - - - -- - - - aalO- o m ' • • • .. -' - ' '• w '• • • ,. • • •• • -• -. - - --- --- - - - - - - , • ° . - - - - - - - - - - - --•- -- -- - - - - - 8.05 - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - w STA: 20+ - --MH-10B 8.05 V� 8.37.64, OFF: 0.0E 7 - \\Q•• • • . RIM: 2703.62 a W •• " . ��nn •' ` • ,' • ' ' ° I 2 SUMP: 2698.32 _ . _ " , ". Z • ' m V - - - - -- - - - - - - - - - I - INV IN: 2699.32 18" S J I. 8.07 8.04 - - - - - - INV IN: 2699.32 12" SW - - - - - - - - - - - - - - - 2- 3 77 LF @ INV OUT: 2699.32 18" N 3 85 LF @ � I 8.04 21+00 0.31% 31% O O 20+00 19+00 18+00 I KEYMAP m N.T.S U U) 12 LF 7 N 3 MH-11 1 6.49% - ' GENERAL NOTES 00o STA: 21+14.73, OFF: 0.00 _ _ _ 0° w w 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK Y RIM: 2707.12 - - - � - - �- - � __ � __ � � ❑ � � c� 2 SUMP: 2698.08 HEADWALL-03 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS = w N STA: 20+29.11, -8.54LT 14 OTHERWISE SPECIFIED ON PLANS. _ ❑ U ❑ o a 1 INV IN: 2699.08 18" S g 14 a INV OUT: 2699.08 18" NW RIM: 2699.64 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o INV IN: 2698.53 12 a " NE STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2/0. rn Q BLOCK 4 Q LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. o o z 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL T \ w CONTROL LINE AND CURVE DATA. M oc (� 00 BURNSIDE RIDGE GRAPHIC SCALE IN FEET Q o o Q o N x REFER TO SHEETS 8.01-8.03 FOR ESTATES NO. 7 0 10 20 40 z z z U a- ai �' z z �' 3 144 LF PRESSURE IRRIGATION IMPROVEMENTS (NOT A PART) z C) w w N w o o m 31% Q O Q Q E U 'E (n � U U Y Co m ❑ 0- Cn Cn D - - - - - - - - - - SEAL LIJ L o0000 FOSS\OVAL ; O QUO �\CENSF� F� w / 2 1y/, a m L� 1994 z m 1/21/260 O w / e OF °�' \/ co �F T �O << ER 6P O ° � N o a L cco j 3 CAUTION: NOTICE TO CONTRACTOR EXPIRES 10/20/27 (.0 t SHEET NO. C N m 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 .0 Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED `j/S o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING OW Whan below 61 OF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 1 1� GRAVITY IRRIGATION NOTES 1O INSTALL 12" SOLID WALL PVC PIPE. 80 PSI MINIMUM DR51 OR MH-02D e I MH-02E 16 APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. D STA: 13+76.33 STA: 14+51.53 20 6 LF RIM: 2703.59 2 I 2 RIM: 2703.59 1 129 LF @ ® 0.07% 2O INSTALL IRRIGATION MANHOLE PER ACHD SUPPLEMENTAL STD C� SUMP: 2696.66 I SUMP: 2696.51 .20% DWG SD-611. 250 LF 1 INV IN: 2698.66 12" SW w - I 1 INV IN: 2698.51 12" SW _ z 0.90% INV OUT: 2698.66 12" NE ' I 75 LF �? INV OUT: 2698.51 12" NE' _ _ 4O INSTALL CAST IN PLACE HEADGATE PER DETAILS H AND I ON F - /VOR SHEET 8.11. m 13+00 IR 1 +00 0 9 0.20% - (n 1 I MH-02F 'y 5O INSTALL WEIR BOX WITH WEIR MEASURING DEVICE PER DETAILS m - I 1 �� ® - STA: 15+80.89 6;p ON SHEET 8.11. 6 pIRR RIM: 2703.34 co - \\ 6"PIRR 6"PIRR = � -_ - SUMP: 2697.25 19 _ _ _ _ _ _ _ _ _ _ _ 6 INSTALL SCREEN BOX PER DETAIL ON SHEET 8.11. m \�\ FF- 15 INV IN: 2698.25 12" SW REFER TO SHEETS 8.01-8.03 FOR r BLOCK 2 INV OUT: 2701.26 6" E INSTALL 6-FT 0 WETWELL. RESSURE IRRIGATION IMPROVEMENTS I <• I / INSTALL 12" C900 PVC PIPE. LENGTH AND SLOPE PER PLAN. MATCHLINE SEE ABOVE 12 INSTALL METAL END SECTION WITH TRASH RACK AND OUTLET PER PROTECTION PER ISPWC SD-628. SEE DETAIL F ON SHEET MH-02C _ _ 8.10 FOR RIPRAP OUTLET PLAN. z STA: 11+26.76 / •: u �, 14 RIM: 2705.50 � / i - SEE BELOW FOR POND DETAILS1 INSTALL 4'X4' IRRIGATION BOX PER DETAILS ON SHEET 8.11. a REFER TO SHEETS 8.01-8.03 FOR SUMP: 2699.90 2 ,��x� \\ p 4 PRESSURE IRRIGATION IMPROVEMENTS BLOCK 7 INV IN: 2700.90 12" S i \ O w \ \\ 15 INSTALL 30 MIL PVC POND LINER PER DETAILS ON SHEET 8.07. o ♦ / ' ` MH-04 INV OUT: 2700.90 12 NE STA: 12+23.45 SCREEN BOX-01 (6'X6') //j,j, \\\\\ \ 16 CONNECT TO EXISTING HEADGATE WITH NEW PIPE. Q / STA: 10+13 2/ RIM: 2711.90 \ / SUMP: 2697.96 RIM: 2707.00 6"p SUMP: 2688.00 6 \ \ 19 INSTALL STANDARD IRRIGATION STAND PIPE WITH LID PER INV IN: 2691.00 12 E \ ISPWC -Apo / INV IN: 2699.06 12" E ERR � i / INV OUT: 2698.96 12" SW INV OUT: 2691.00 12" W \\\\ \ 20 INSTALL 6" SOLID WALL PVC PIPE. 80 PSI MINIMUM DR51 OR 6"p�RR i OVERFLOW BOX-01 (4'X4') INLET-01 STA: 10+00 \ \\ APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. I R STA: 10+92.03 \ \ 12+00 �� 13 RIM: 2702.00 RIM: 2692.11 \\\\ / 6 \� 0 WET WELL �� i i SUMP: 2698.50 INV OUT: 2691.00 12 W \ \\ STA: 10+00 "RIM: 2707.00 7 1 0 /// INV OUT: 2699.50 1 10+W \ \\ ./ SUMP: 2689.00 / / OUTLET-01 \ \ \ O ec INV IN: 2691.00 12" E 26 LF ® 12 -ft11+00 0. LF © 1 1 0.11% 1 79 LF @ RIM: 2699.11 \ \\ �fc sec 197 LF 0.00% I 0.00% INV IN: 2698.00 12 S 0.16% 1 14.00% © 1 I k�/ 9 30 LF C� \ / Ec�GREr� \ \ \f\ \ � � � + \ MH-02A� 5.00%' z STA: 10+37.12 \ \\ Lu ;� �� y - _ Ec �R RIM: 2710.94 \ \\ ec 2 SUMP: 2700.80 \ \\ o co MH-03co- , -INV IN: 2706.08 12" S \ \\ U o co STA: 10+26 /R INV OUT: 2701.80 12" W I I N x FL ELEV: 2707.62 RIM: 2708.06 z Y \x / TOP OF PIPE: 2699.90 �� 2 `MH-01 III a Ei co x\ � � SUMP: 2698.37 43 LF @ STA: 10+37.16 � � // / o � N INV IN: 2699.47 12 NE 1 �R - / = _ o _ 1.00% 8 LF © Ili RIM: 2710.83 N X o �- INV OUT: 2699.37 12 W � 1 2 - / } `� oo m �� Eck_ __ Ec 5.00% SUMP: 2698.50 _ ` _ i�j/ J. a / CALKINS Ec�ec,� - - �fc�e - WEIR BOX-02� a 1 8 LF C�? INV IN: 2705.97 12 S - =__ i ■ co cR STA: 10+28.62 5.00% INV OUT: 2699.50 12 N �,. x\x W LATERAL MH-02B RIM: 2712.50 15 N o .o STA: 10+79.80, OFF: 0.00 U " x _ RIM: 2708.21 SUMP: 2705.50 WEIR BOX-01 I o m x_ _ SUMP: 2700.37 2 INV IN: 2706.50 12 S sec STA: 10+28.66 i INV IN: 2701.37 12" E INV OUT: 706.50 12" IN e RIM: 2712.50 8.05 5 SUMP: 2705.40 m x�x INV OUT: 2701.37 12" N 29 LF ® 1 E o _ 8.06 5.00% INV IN: 2706.40 12" S _INV OUT: 2706.40 12" N 8.05 z COLEMAN HEADGATE + G� 29 LF © - 8.07 W `x STA: 10+00 1 ec , - y / 18 LF ® RIM: 2709.04 16 5.00% _ Ec�E�a� Q N 1 15% x� INV OUT: 2707.94 12" N CALKINS HEADGATE \ec 8 07 8.04 O J I 4 STA: 10+00 -Ec�e ` ` _ �ec \ \ z RIM: 2708.94 c� �� k8.04 _ INV OUT: 2707.83 12" N ec�fc ec� W z KEYMAP Q 0 N.T.S / BURNSIDE RIDGE _x Fc� W Q Q o / ESTATES NO. 5 / �x� W (NOT A PART) / / \x\ W 3 00 1 x X > MATCHLINE SEE SHEET 8.07 z Q m (D TOP OF BANK = 2704.00 UN-MOWN GRASS UN-MOWN GRASS TOP OF BANK = 2704.00 OVERFLOW BOX. SEE DETAILS C & MAX. W.L. = 2702.00 //\\//\\// GENERAL NOTE S . /\/\/'1/Z H ON SHEET 8.11. RIM ELEVATION SURFACE AREA = 9,772 SF ��//\/j�/��Z;1z/1"IZZ�/ /\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/ / j 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK /�/� /�� OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS SET AT POND HIGH WATER. ij` %/\/ \/\/\/\/\/ / / / / / / / / / / /\/\ ��/k// OTHERWISE SPECIFIED ON PLANS. �\// /�`%//�`%i�`%\`/\`i\`/�`%\`/� 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA c/) LL c/) 3 \\ a TOP OF LINER = 2703.00 D50 = 0.33' RIVER COBBLE 4 / STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. g 3 // LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m m °' /// 30 MIL. PVC LINER PER DETAILS 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m w uw - - - -- - - - - - - - - - - - - - - - E, F, I AND J ON SHEET 8.11. CONTROL LINE AND CURVE DATA. o U / �;� 8 OZ NON-WOVEN � = w w o - - - - - - \ // GRAPHIC SCALE IN FEET o U o a - - - -- - - - - - - - - - \ a GEOTEXTILE FABRIC 0 10 20 40 d 0 z a ?7 CALKINS OUTLET PIPE. SEE PLAN / 6" SOIL BACKFILL OVER LINER o a \ FOR INVERT & LOCATION. END SECTION - - - - - - - - NORTH o a \\ D50 = 0.33' RIVER COBBLE PER DETAIL G ON SHEET 8.11. o w \ 30 MIL. PVC LINER PER DETAILS \\ - - - - - - - - - - - w rn o > E, F, I AND J ON SHEET 8.11. \\ N Q ° .__ \ PUMP INTAKE. SEE PLAN FOR // Q o - z ° \ INVERT & LOCATION. - - - - - - - - - - - - - - z z U) 8 OZ NON-WOVEN \\\ z v = a Q o GEOTEXTILE FABRIC w w w - - - - - - - - - - - - - - Q O Q Q � 6" SOIL BACKFILL OVER LINER \\\ Y � \ BOTTOM AREA = 225 SIF /// SEAL uj w \ �� / NOTE: COMPACTED SUBGRADE SURFACE SHALL �cvONAL ENG PROVIDE AN UNYIELDING FOUNDATION FOR THE LINER, Q�oF �\CENSF� '�F� o BOTTOM OF POND/TOP OF COBBLE SHALL BE LEVEL AND WITHOUT ABRUPT CHANGES OR (n y IF- ELEV = 2684 BREAKS IN GRADE, AND SHALL BE FREE OF ALL 1994 6"-12" RIVER COBBLE SHARP ROCKS, OBJECTS, VEGETATION, AND ROOTS. COMPACT PER MANUFACTURER'S SPECIFICATIONS. s�9�21 GPo M CD F TYPICAL POND SECTION SCALE: NTS TF< < ER eP�° a oo EXPIRES 10/20/27 N j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N U s m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 8 .06 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 cu 0 d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Know what's below. 62 DF 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig I GRAVITY IRRIGATION NOTES GRAPHIC SCALE IN FEET 0 10 20 40 = / 1O INSTALL 12" SOLID WALL PVC PIPE. 80 PSI MINIMUM DR51 OR F_ I I MINIMUM 3X DIAMETER OF PIPE APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. 0 / 2 INSTALL IRRIGATION MANHOLE PER ACHD SUPPLEMENTAL STD z / .� DWG SD-611. 12 INSTALL METAL END SECTION WITH TRASH RACK AND OUTLET / LO PER PROTECTION PER ISPWC SD-628. SEE DETAIL F ON SHEET 8.10 FOR RIPRAP OUTLET PLAN. BURNSIDE RIDGE / 14 CONSTRUCT IRRIGATION CUT DITCH TYPE 'A' PER ISPWC SD-621. I ESTATES NO. 5 BURNSIDE RIDGE ESTATES PREFABRICATED 4' TOP WIDTH WITH 1:1 SIDE SLOPES. MH-06 / HOLDING AREA FLARED METAL CD (NOT A PART) TOE OF POND OUTLET o STA: 15+10.93 1 (NOT A PART) RIM: 2708.64 LlJ SUMP: 2696.33 2 END 36" PAST TOE LU INV IN: 2698.43 12" N INV IN: 2698.33 12" S MH-07 / MINIMUM 8X DIAMETER OF PIPE U) 69 LF ® 1 STA: 15+65.19 , LU 0 0.15 . RIM: 2708.35 NOTES: 2 SUMP: 2697.15 1. D50 FOR GRADATION OF THE RIPRAP SHALL INV IN: 2698.15 12" S BE s 0 LU 15+�Q " 3. IDES ANDDmax LBOTTOM OF RIPRAP MATERIAL d z _ _ INV OUT: 2698.25 12 N 47 LF C�? OUTLET-02 O SHALL BE WRAPPED IN GEOTEXTILE J MH-05 O 1 15% STA: 18+12.51 12 J 4. RIPRAP OUTLET SHALL BE CONSTRUCTED = STA: 14+41.93 RIM: 2698.88 W PER BMP 03 FOUND IN IDAHO DEQ CATALOG w „ OF STORMWATER BMPS. C) RIM: 2709.69 INV OUT: 2697.78 12 N 00 2 SUMP: 2696.53 16+00 /'l +007 LLl w Q INV IN: 2698.63 12" NE - _ 18+00 8+1 LLl Q INV OUT: 2698.53 12" S 1 54 LF © co / 0.15% z a:RIPRAP OUTLET PLAN SCALE: NTS a � J 2 \ � ► QC G EXPANDED METAL LID (1 #9) BOLTED TO CONCRETE ON ALL 4 CORNERS WITH MIN 3" ANCHOR BOLTS. TOP ELEV=XXXX.XX O MATCHLINE SEE ABOVE PRECAST 4'X4' (IP004) OLD CASTLE GRAPHIC SCALE IN FEET PRECASE VAULT mr 0 20 40 80 LINER ANCHORING NORTH I I PER DETAIL 7 I � U Z 14 2694.44FL �\ w I I I INV ELEV=XXXX.XX LO 1' MIN Q co co U x I a � N N - Z Q cCD oofU 2 x 14 2693.15FIL ° ci Ui w o 00 J L y00 � F N c O O x N U) O E Y I I 14 2691.85FL I I.rO B OVERFLOW STRUCTURE SCALE: NTS L Z II o Q s J II 14 2690.56FL z N I HYDROSEED 20' STRIP 12" MIN 12" MIN N I AT TOP OF POND w BURNSIDE RIDGE ESTATES Q O 0 HOLDING AREA HYDROSEED SLOPE - (NOT A PART) 5.� � ° I 14 2689.26FL 8.05 W Q N ./� LJJ C 8.06 Ur N 0 L.L 3 } 8.07 8.05 0 LU ILU r II AIR VENTS w E I 30 MIL PVC LINING N $ 07 8.04 III 14 2687.97FL y �N/ �GEOTEXTILE 8.04 � o � aSCARIFIED zQ AND L.f_ �y COMPACTED SUBGRADE KEYMAP L.L 0 �n G N.T.S V N 14 2686.64FL GENERAL NOTES I1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS n / OTHERWISE SPECIFIED ON PLANS. m Y � a 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) 0� U) / `C' LINER INSTALLATION S CAL E: NTS STANDARDS. CROSS SLOPE SHALL BE°LESS THAN 2%. } m 0 3 LONGITUDINAL SHALL BE LESS THAN 5/° UNLESS AT A RAMP. m 14 2685.27FL ° I 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL m LU LU z Y z U CONTROL LINE AND CURVE DATA. w o TOP OF BERM = = w Q w U) < EL R U Q 0 a // o a / 14 2684.06FL o 0 a o I CD 6" SQUARE PATCH za I / 14 2682.76FL LU 0') CD N Q O CV -CV 0 - / z z z U _ 2681.47FL �� - wLLJ w w d Q x 9� Q 0 Q Q Q F // / X 1"0 VENT HOLE IN LINER � C) C) Y a = 14 2680.17FL SEAL ..DU - -� - - - - - - - - - - - - - - - - - - ASS\ONALEN� = 1 14 2678.88FL �oF ��CENSF��'�� I o L \� 2" OPENING / I� s �TIE SWALE INTO \/ " 1 21/ 26 z m � 9 � m EXISTING WASTE DITCH. o o a I WELD 2' NOTESH TO LINER ALL , 9JF OF \\\\ OPENING AS SHOWN 1. SPACE AT 50' O.C. F� 4 E R No I EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR N r6 SHEET NO. CD THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 8 .07Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED U AIR VENT SCALE: NTS 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 ow what's below. 63 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 2716 GIRR LINDER 2716 V) n w" z �w Do 00 .�`.. 00 00 N 00 ^ 0 - - 0 00N ^.Z� c0 O 0 't 0 N O N 0 Ln — 0? N O 0 0 0 M — 00 rrj 000 j� M O o N 00 0 0 00 N DLOCc) cfl + OWN N 0 � � 0 O0 N N 00 2712 0 ± OO 0 � � ONZ Z ZU ± OO� N N ~ OO 00 2712 � 0 w Z 0 0 w 00 � O N N 0O N Z Z 0 I() 00 = O � LL- > = OF- w - Z Z Zo ELS w 0 Fr > > >> Q 00 + O � N � Ucn0wZ Z_ � 0 (n00' — — —= OF- LL- L0 O� � 0U) 00' Z Z Z 0 � � pNZ O � w = 0E- � :� > > :2 0 (n00' Z Z O N O O 00 I Ln 0 `n N > z o_ m � 00 � � 0 — ON = J 270 w > 0 2708 W W J O � L- m o z UN z W W w U) Q 0 - - - - - W Z_ \\ J a � _ U 270 _ - - - - - - � 2704 372 LF OF 18" @ 0.31% — — — — — — — - - - - - - - - - - - - - - - - - - - - - Z Ui w Q 2700 6 LF OF 18 @ 0.31 2700 U) co U) N Q O_ � N N Z Q co 21 LF OF 18" @ 0.31% z U 0 o 2698 2698 w 0 00 d J J. 0 0 Y co a 10+50 11+00 12+00 13+00 14+00 15+00 16+00 16+50 N 0 0 m a E Y 0 _T io 0 W r J 3 GIRR LINDER LL 0 0 Z cl� N U) a W z 2712 2712 E 8.09 Q O `i r Y a o 0^ 8.10 N DV Z om 00 W Q Y - 9 V 00 W Q 0 c o ��nn 3 N 0� N W t (0 8.08 n + OON O NN W e LCCG.L w z 0 8.09 0 ^� = 0 � � - > > 8.10 2708 ) ^ � U V) 0 � Z z 2708 00 Z c o KEYMAP > � 6 N.T.S Q N 0 6 0 0 0 c"I '^ m 0 � N w V y + 0 � N N W W m O O N Z z U) 0 LLI U = OHL�i � Z > O W = W � 0 (n 0 Of Z Z (n L7 (n a 3 o - 3 J 2704 2704 z U � m m LL } o J p 00 o w Z Y Z U I Q w U) Q o = w wo — Q U) a o 0 U 0 rn CL U - LL/LL 0 Z N 485 LF OF 18" @ 0.31% b � a — 0 ww — � ~ > — — _ _ _ _ 2700 Q II Q 2700 _ _ _ _ Z Z _ — —144-L� -0 Imo'—C 0 3 cD 1 _ o ° N 77 LF OF 18" @ 0.31% — — — T z 1% z_ U -- z o N > w w w w o > J J v E U U Y W 0_ H N SEAL U w ui *\C E N OC/OFF w o a z 2696 2696 1994 z m 11/21/ 60 o N 16+50 17+00 18+00 19+00 20+00 21+00 22+00 �TgT4, DF \�P� O F< < ER gP� U M o j 3 EXPIRES 10�20�27 CAUTION: NOTICE TO CONTRACTOR N t SHEET NO. CD m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 93 N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 8.0 n Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED j8 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 64 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 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Ln N I ± M O� > o N (fl 00 W O 00 N 00 O O) N > Q li 0 > rn 06N — w n00_ Z c6 � 1 04 L.L 0 LOo N N + 0 2708 ao 2708 y O N + O N J ro r7 of I - O z bi N cfl Mi O O — Q li llf Z — � > W O Ln O N a W OHLLL. > \ � W 0 (n0Z p + pON 00 Y a 3 H U (NOz z � I 0p � ~ (n o _ z w (" (n ? o - - - - - - -- ~ o t 2700 �, / 2700 3 \ I / W O � I�i � > > - - � � m m LL - - - - - - / U (n00: Z Z m p LU � � - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - \ / l Z LU Y Z LLJ °� ✓ / 2 W a _ o U 0 2704 2704 CL - - - - - /� 85 LF OF 12" @ 0.31% LL Q 49 LF OF 15" © 0.42% \ o Z o @ 1.42 ` FD o w � 157 �FOF15 34LFOF15" © 0.42% LU co 0) o N > 2696 2696 c� 1-- Z _ > O r Z 0 C�C 44 LF OF 15" 1.42%wn z z Z G U - � Z U Q 47LFOF12" ® 0.31% Q Q Q v E U U Y W � 0_ U) U) ~ c 2700 2700 N SEAL U w ui *\ONAN OC/OFF w o a z 2692 2692 2698 2698 1994 m 11/21/ 60 o N 10+00 11+00 12+00 13+00 13+25 10+25 11+00 12+00 TgTF OF O M F< < ER gP� U 0 EXPIRES 10/20/27 j 3 CAUTION: NOTICE TO CONTRACTOR t SHEET NO. N 5CD N m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y ? 8.09 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED \9 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 65 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 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N 5CD N m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 93 N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y ? 8. wO AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 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 ow what's below 66 of 67 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 7'-0" wCD cnzw QOU 6" 2'-9" 6" 2'-9» 6" m w Q Z J o <0 0 0 �o �° o z PROVIDE SADDLE 6» ° _ C° FLANGE OVER AXLE TO A — ATTACH TO EMBEDDED /q - - - - - - — BOLT IN BOX _ v I ; ° ° — T ° s GRATE (SEE N I I N 11 12" PVC 12" PVC ° ° PIPE DETAIL BELOW) II I + A O N 9�Oo' A WEIR BOARD DITCH FLOW o� o � p ° o 0 1 O I O 'I' WINGWALLS PER a- co I w O , (2) GALVANIZED METAL SECTION 1205 a_ m v LOCK HASP (TYP.) _ I m 12" PVC PIPE 12" PVC PIPE o 0 0 0 Q 0 _ TOP & TOE OF p i0 2"-6" DITCH BANK_ — — — — — — — - - FROM TO WET Y2"X4" ANCHOR BOLTS WITH PIPE O.D. + 2'-4" IRRIGATION WELL #4 REBAR SPACED AT 12" O.C. EACH WAY POND o 24" CLEMONS WASHERS (TYP.) a SELF-CLEANING CLEARWATER PLAN VIEW 0 O SCREEN (CW1000) o N 6,-0„ WEIR BOX PLAN z_ SEE NOTE 1 FOR AXLE 1 1 ANCHOR BOLT REQ. co v s" 2'-9" 6" 2'-9" s" WATER SURFACE AT FINISHED GROUND o FOUR Y2'X4" ANCHOR RATED CAPACITY AT IRRIGATION BOX BOLTS WITH WASHERS TOP OF BOX SEE PLAN a I GRATE (SEE DETAIL m o> CREST OF WEIR o ON SHT 2) Q EL. 2510.00 I I ; INSTALL BENTONITE CLAY 0 o WATERSTOP AT PIPE FLOWLINE OF DITCH PENETRATION, TYP. O SCREEN BOX PLAN IRRIGATION OR 0 o g DRAIN PIPE 12" PVC PIPE 12" PVC PIPE mr HINGE 0 p WEIR BOARD w N o 0- 0 z w O TOP OF BOX SEE PLAN N m z ui COMPACTED 6" MIN " o o 0 0 0 0 0 0 _ w ° MINUS CRUSHED ELEVATION 0 Lo z AGGREGATE BASE, TYP. -------------------------------------- o co co 7'-0" STEEL ROD (AXLE) 5„ , a P- C N N a co z cl) o WEIR BOX SECTION A-A o CONSTRUCTION NOTES: _ �' CD BOLTS IN CONC. } co 1. MIN. �" DIAM. BOLTS EMBEDDED J `° #4 REBAR SPACED AT rB) rj'X7' WEIR BOX DETAIL SCALE: NTS - 2 EACH SIDE IN CONCRETE MIN. 12". PROVIDE Y MIN OPENING 8" FLANGE OVER AXLE AND ATTACH o o 12" O.C. EACH WAY „ TO EMBEDDED BOLTS. N - MAX OPENING 10 _j 2. ALL CONSTRUCTION SHALL MEET o m BETWEEN 1-1/2" X STEEL Q THE REQUIREMENTS OF STANDARD BARS OR APPROVED EQUAL Q� IRRIGATION BOX CONSTRUCTION 4'-0" (REBAR NOT ALLOWED) Q STD. DWG. P-1215. STAFF GAUGE > 2.3" (SET 0 LEVEL WITH 3. CONSTRUCT BONTONITE CUT OFF APEX OF WEIR) WALL 2' THICK BY 2' WIDE AT 1" FILLET WELD TYP. FACE OF STRUCTURE UNLESS 12" PVC PIPE o 12" PVC PIPE 1 1 4 s OTHERWISE APPROVED BY PID. o O FROM ° TO WET O 4 4 O N IRRIGATION WELL N J a POND X O PIPE O.D. + 3" Lu Q ° 1 ° N O O GRATE DETAIL E N O O w Y C TYPICAL IRRIGATION OR DRAIN INLET W/ WEED RACK SCALE: NTS w z z 7 N ° °° ° O O O O O CENTER 12" PIPE 3' LLJ Z IF COMPACTED 6" MIN J" MINUS ° ° ° IN HEADWALL 0 CRUSHED AGGREGATE BASE, TYP. ------------ --------------°-- 3 - #4 VERT. 0 O 3 3'-0" EQUALLY SPACED EACH SIDE OF PIPE w r 7'-0" IreCC 3 FINISHED GROUND AT w (n G SCREEN BOX SECTION oo BACK OF HEADWALL 0 V TOP OF BANK EDGE ----- -- � L.L ---- --- / -- I i-----00 i z /\\A\\/� " S.S. WEIR PLATE MOUNTED TO NOTCHED �'\� REDWOOD 2 X 12 W/13 EA. X 2" SSPAN HEAD i i #4 AT 45- AROUND BOLTS WITH PLATE WASHERS #4 VERT. ABOVE & PIPE OPENING m 1 BELOW PIPE C ° N FINISHED GROUND AT A SCREEN BOX DETAIL SCALE: NTS D MEASURING WEIR DETAIL SCALE: NTS BOTTOM OF DITCH 00 Y 0 3 3 - -------- --— --— --- U U) LINER 4 All i ~ U ag FASTENERS ® 12" O.C. " X 3" HEADGATE PLANWEDGE TYPE ANCHOR BOLT FOUR Y2"X4" EXPANDED METAL LID (59"X59"). LID (REINFORCEMENT NOT SHOWN) i O z Y Lu z WITH NUT AND WASHER ANCHOR BOLTS RATED FOR 250LB LIVE LOAD. U 0 #4 REBAR, SPACED 12'° WITH WASHERS 8" 00 0 = w w a w 2" X THICK O.C. EACH WAY 7 - #4 MATCH = p U Q a N_ VERT. REINF. SPACING a NEOPRENE 2" X ALUM. BATTEN in a GASKET OR BUTYL CO A /� //�//�//�// \//�//�//�// _1 ELEVATION a s TAPE CAULK 4 REBAR, SPACED �.�\.�\.�\.� .�\.�\.�\.�� co FINISHED GROUND a o # INSTALL BENTONITE CLAY AT BACK OF o 12" OC BOTH WATERSTOP AT PIPE HEADWALL o z LINER ANCHORING TO CONCRETE SCALE: NTS WAYS PENETRATION, TYP. � � E — — — — CONSTRUCTION NOTES ui � w 24" Q Q > oo r 0- --- ° .N 4" MIN LAP — — — — — — C° N ' 1. ALL WORK FOR CAST-IN-PLACE HEADWALLS SHALL CONFORM z z z z � TO ISPWC SECTION 700. z v = > w _ _ _ _ _ _ 2. CONCRETE SHALL BE ISPWC CL. 3000. - w w w � o o PVC LINING ao CENTERLINE STATIONING 1 3. REINFORCING STEEL SHALL BE GRADE 60 (MINIMUM YIELD STRUCTURE CONTROL POINT 1rSEE PLAN FOR PIPE I STRENGTH 60,000 PSI). 0 w W W Y a (CENTER OF BOX) to INVERTS, SIZES, AND #4 12" 4. ALL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER PVC TO�PVCADHESIVE 3" LOCATIONS. CANAL SEAL w MIN TYP. 6" 48" 6" BOTTOM O.C. HORI. OF 2" AND IF CAST AGAINST EARTH 3". .L COMPACTED 6" MIN " I CONSTRUCT COLD JOINT WITH #4 5. CONSTRUCTION JOINT AT BASE OF WALL ONLY. PROVIDE 1 4" �SS\ONAL EN�� TYPICAL PVC FIELD LAP PLAN MINUS CRUSHED AGGREGATE 6" 48" 6" REBAR AT 12" O.C. EACH WAY AND DEEP BY 3" WIDE KEY AT JOINT. �oF ENSF� '�� BASE, TYP. 'I INSTALL SIKASWELL WATERSTOP AT 6. STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH o SLAB/WALL INTERFACE, TYP. z m 8" JOINT COVER STRIP SECTION A-A \��\/�\j'\\/ - STANDARD IRRIGATION BOX (ISPWC STD-619) REQUIREMENTS �1994 PVC To PVC PVC To PVC \!�\\;�\\ 2'-6 1 UNLESS OTHERWISE SPECIFIED. 1/21/26 m ADHESIVE 2" MIN. ADHESIVE 2" MIN. - °° 7. ALLOWABLE SOIL BEARING PRESSURE IS 3 KSF. IF UNSUITABLE 1� �� o N TYP. TYP. 1 -6 '9T \OQ 5 _ #4 ®� MATERIAL IS ENCOUNTERED, OVEREXCAVATE LIMITS OF FOOTING TF F OF �p a 12" o.c. TO SUITABLE SOIL AND REPLACE WITH " CRUSHED AGGREGATE < < ER BP if L COMPACTED TO oMAX. DENSITY. EXPIRES 10/20/27 PVC LINING 7 _ #4 `cam° v TYPICAL PVC FIELD BUTT JOINT HEADGATE SECTION (SEE ELEV SHEET NO. CD o o FOR LAYOUT) Y Fj LINER FIELD JOINTS SCALE: NTS G 4'X4' IRRIGATION BOX DETAIL SCALE: NTS H HEADGATE DETAIL 1 /2 SCALE: NTS I HEADGATE DETAIL 2/2 SCALE: NTS 8 . 11 U O o a � 67 of 67