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CC - Construction Drawings SsoNA L LNG CALi. BEFORE YOU ❑#G! � CALL DIGLINI~ INC. -- PRIOR TO COMMENCING CONSTRUCTION DRAWINGS FOR ■ , CI DEVELOPER ° 17915 UNDERGROUND WORK .s k r `�� ���°_ 1, MV PROPERTY,LLC l �Tf P DIAL: 811 0 •.F 6 �j. OF 8 f i N G L EWOO D - PHASE 1 JAMES PETERSON D.ARP NOTE: ■ MANAGING MEMBER PROJECT, uTURE OCATION THE LOCATION OF EXISTING UNDERGROUND PHASE PHASE A PORTION OF THE SW 114 OF THE SW 114 OF SECTION 21 PHONE: 801-809-9663 UTILITIES ARE SHOWN APPROXIMATELY ONLY 1 TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN � ICTO w Nr PRIOR TO CONSTRUCTION. IT SHALL BE THE m C - . N x a ADA COUNTYTOR TO INFORM , IDAHO Q W RESPONSIBILITY UTILITY COMPANIES OF THE CONSTRUCTIONQ 2020 UJ 0 0 U SCHEDULE. THE CONTRACTOR SHALL DETERMINE 1 0 w 6 THE EXACT LOCATION OF ALL EXISTING UTILITIES E.VICTORY ROAD m BEFORE COMMENCING WORK. THE CONTRACTOR PHASE 1 IS RESPONSIBLE FOR ANY AND ALL DAMAGE � 1"�� 2 BUILDABLE LOTS WHICH MAY OCCUR BY FAILURE TO EXACTLY — ¢ LOCATE AND PROTECT ALL UTILITIES. 3 COMMON LOTS VICINITY MAP PHASE MAP 0 25 100 15o 5.96+!-TOTAL ACRES SCALE:1"= 1000' SCALE: 1"=400' LEGEND SHEET INDEX — — -- — PHASE 1 BOUNDARY LINE C0.00 COVER — SECTION LINE C0.01 NOTES RNV RIGHT-OF-WAY C1-00 EXISTING CONDITIONS Z O — — --- PROPOSED EASEMENT — — — — — — — — -- — — — — C2-00 FINAL PLAT a EG PROPOSED EDGE OF GRAVEL C3,00 MASTER UTILITY Lu SEW PROPOSED SEWER MAIN W C4,00 MASTER GRADING PLAN W PROPOSED WATER MAIN I 'i I C4,01 GRADING DETAILS w I SD PROPOSED STORM DRAIN LINE rr. I C5.00 ROADWAY-PLAN AND PROFILE PI PROPOSED PRESSURE IRRIGATION MAIN 9 C5-01 ROADWAY-PLAN AND PROFILE a ; C5-02 ROADWAY-PLAN AND PROFILE F IR PROPOSED GRAVITY IRRIGATION MAIN y C6.00 SEWER-PLAN AND PROFILE U_ PROPOSED FLOW LINE I I ; I C6.01 SEWER-PLAN AND PROFILE C7,00 PRESSURE IRRIGATION z X X X PROPOSED FENCE I I ti r I C7,01 PRESSURE IRRIGATION NOTES Lu EP EXISTING EDGE OF PAVEMENT `+'• (PRIVATE EDROAD) 1!1 z it r.~ I Ea C8A0 DETAILS 0 W 0 z • C8.01 DETAILS Z ui to FD EXISTING FIBER OPTIC LINE C9.9D STREET LIGHTING W G EXISTING GAS LINE W obi w O :y..:3' •. I , Q z wz v 0 TOE TOP OF CANAL I I .'t'HT?r `. `;% = I w �' � O + O cn Wm N W a z co W rn 2 TOB TOP OF BANK a ¢ [ ❑ ❑ ; Q M#, ABBREVIATIONS � = o z ® PROPOSED SAND&GREASE TRAP w U BOW BACK OF WALK W Uj Q a ¢ uj z ¢ u1 �� U2 I CB CATCH BASIN � � fY Q O • � � w • ¢ ( PROPOSED SEWER MANHOLE m W a J , ¢ m I E EASTlEASTING C� Z m r o C-O. PROPOSED SEWER CLEAN-OUT 1 I a U I EX EXISTING LLI z N 2 0 w ¢ 0 M � g U FF FINISHED FLOOR 2 o E' ® PROPOSED CATCH BASIN z . J v FL FLOWLINE Lh 0 PROPOSED STORM WATER DRAIN H a z m H y GIRR GRAVITY IRRIGATION O h ® PROPOSED WATER METER ; U N PROPOSED WATER VALVE I HP HIGH PAINT LP LOW POINT UA B•O, PROPOSED BLOW-OFF z 0 N NORTH/NORTHING 0 M U PROPOSED DRY WELL E MATCH EXISTING rn r kk 0 �b PROPOSED FIRE HYDRANT PC POINT OF CURVATURE z PROPOSED FIRE SPRINKLER SERVICE i I PI PRESSURE IRRIGATION z _ iF PROPOSED WATER SERVICE I I ~- 1 i +,• I Lu PT POINT OF TANGENCY I m PROPOSED IRRIGATION STRUCTURE _ I PVI PRINT OF VERTICAL CURVATURE r. CEDAR CREST LANE ROW RIGHT-OF-WAY _ ® PROPOSED IRRIGATION PUMP STATION W `� (PRIVATE ROAD) S SOUTH LL Q V r z PROPOSED IRRIGATION MANHOLE SD STORM DRAIN 'n v SGT SANDIGREASE TRAP V U ❑ PROPOSED IRRIGATION DRAIN SS SANITARY SEWER 7 —Cf PROPOSED SIGN k I SSMH SANITARY SEWER MANHOLE O Z + PROPOSED TYPE II BARRICADE I I .-._.;- : ;-:,,• i. : TOA TOP OF ASPHALT O W PROPOSED TYPE III BARRICADE E i TOC TOP OF CONCRETE Q clC z PROPOSED GATE I I TVC TOP OF VERTICAL CURB W E z r W WEST PROPOSED PED RAMP I Iz 0 0 3 cl BM#2 m ❑ Q EXISTING BRASS CAP MONUMENT 2 _0 � n-fy- _ _ 3 I~ O LLI �~�SBp�� PROPOSED MAJOR CONTOUR am PROPOSED MINOR CONTOUR ¢ 2s$2 N 0W o LL EXISTING MAJOR CONTOUR L!' W 20 21 VICTORY ROAD N 0 _ (PUBLIC ROAD) VJ �„ EXISTING MINOR CONTOUR0 3 29 28 a 0r 0 C) Lu r..... 0 [� w a co0 a " a W c � en uj SURVEY INFORMATION UTILITY REPRESENTITIVES E CONSTRUCTION STAKING WILL BE PROVIEDED BY T-O ENGINEERS-ROB O'MALLEY,PLS PHONE NO.(208)-442�300 NOTICE TO CONTRACTORS UTILITY AGENCY REPRESENTATIVE PHONE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, ATTEIV7rorv: U N ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERT}CAL DATUM OF 1988{NAND 88}. ROADS ADA COUNTY HIGHWAY DISTRICT BRIAN CRESPIN (208)387-6287 CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 0 112 1 CONDITIONS DURING THE COURSE OF CONSTRUCT ION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND t r �BM#1 0 BM#2 �BM#3 COMMUNICATIONS CABLE ONE TOM WAGNER (208)472-8409 PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING IF THIS BAR DOES NOT MEASURE to 1"ON 22x34 SHEET or 112" ON w HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY NORTHING: 696770.004 NORTHING: 696471.434 NORTHING' 696449-0740 COMMUNICATIONS CENTURYLINK SHELLINE WILLIAMSON DISTRICT,THE CITY OF MERIDIAN,AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED, 11xl7 SHEET,THEN DRAWING iS z NOT TO SCALE (9 FASTING: 2464951.508 EASTING: 2464948-357 FASTING: 246570DAB1 PUBLIC WORKS CITY OF MERIDIAN PUBLIC WORKS MARK ANDERSON (208)985-1211 IN CONNECTION WITH THE PERFORMANCE OF WOpK ON THIS PROJECT. ¢i uzi UNAUTHORIZED CHANGES 8 USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, DATE: 2120I20 M ELEVATION: 2686.787 ELEVATION: 2693-688 ELEVATION: 2686.094 STREET LIGHTS CITY OF MERIDIAN STREET LIGI ITS AL CHRISTY (208)48M352 0 OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING aPROJECT: 180364 o DESCRIPTION: MAG NAIL DESCRIPTION: 5/8"REBAR WI CAP DESCRIPTION: 5I8"REBAR W/CAP POWER IDAHO POWER ETHAN MORGAN (208)388-6510 AND MUST BE APPROVED BY THE PRE PARER OF TF jESE PLANS. a ` � GAS INTERMOUNTAIN GAS MISHELLE SINGLETON (208)377-6863 C n'n0 4.550HA L r - GENERAL NOTES WATER Q�o`� !�xc 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO 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 THE ISPWC(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO 'i RANSPORTATION DEPARTMENT(IT]. IN GENERAL CONSTRUCTION NOTE NO. 1. 17915 THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. ►1' ?,-?.0-Zd o MERIDIAN STANDARD PE IFI ATI N AND DRAWINGS N ITE R READILY A E IBLE AT ALL TIME d RI N T 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 �9TF OF 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF S D 5 C C O S G5 D S O CC S5 S U NG CO S RUCTION(AVAILABLE ON THE WEBSITE}. T FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 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 D.G IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES- 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 FORA POTABLE WATER MAIN AND 0 0 (3U 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 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 N x N DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). w Q w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR in z Y d NOTICE, 4. 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). w rn Q w d O w 0 2 d m ❑ 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 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 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES_AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. w FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. o 6. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 4-FEET- 8 WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A)BACKFILLING TRENCHES FOR PIPE,(B)PLACING OF AGGREGATE BASE; (C)PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE SEWER THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10, ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16)AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE o 12. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE AND IRRIGATION FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE AND IRRIGATION IMPROVEMENTS ARE. IN PLACE AND FUNCTIONING. IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 0 Ir 13. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY.THE CONTRACTOR SHALL BE RESPONSIBLE 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 FDR A POTABLE WATER MAIN AND Ii Lu FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 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 a ❑ 0 14. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING DRINKING WATER SYSTEMS{IDAPA 58.01.08}AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY I-135 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.,SEEPAGE BEDS,DRAINAGE SWALES). m 0 15. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES w ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 PRIOR TO FINAL APPROVAL OF THE PIPE 5. ALL SEWER SERVICE LINES SHALL BE A MINIMUM OF 2%SLOPE. a LINE INSTALLATION. 0 06. ALL SEWER MANHOLES SHALL BE 48 INCHES AND CONSTRUCTED PER ISPWC STANDARD DRAWING SD-501. x 16. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, cn WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES,HEAVY GROWTH OF GRASS AND/OR WEEDS,FENCES, STRUCTURES, DEBRIS,RUBBISH,AND OTHER p MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES.ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. a w 17. ALL UNDERGROUND UTILITIES AND SERVICE LINES SHALL BE INSTALLED PRIOR TD STREET CONSTRUCTION. ROADWAY N w z 18. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS, IF REQUIRED,SHALL BE BACK CHARGED TO THE RESPONSIBLE CONTRACTOR BY THE OWNER. 1. THE ENGINEER OF RECORD WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY.ALL PUBLIC STORM DRAINAGE w f o APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY THE ENGINEER OF RECORD. W ¢ w U 19. ALL COSTS INCURRED BY THE CONTRACTOR FOR CORRECTING DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHO PERFORMED THE WORK. FAILURE TO CORRECT DEFICIENT WORK WILL BE a w � p CAUSE FOR ISSUANCE OF A STOP WORK ORDER AND POSSIBLE TERMINATION. 2. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS,AND W `� G m Lu z THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE CITY OF MER€DIAN. � Q _ co 0 _ co3. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER,VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. > lY CO a w af 00 of a 4. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROADWAY.ALL FIRE HYDRANTS ARE TO BE LOCATED TWO FEET BEHIND THE BACK OF CURB.THERE MUST BE AT LEAST A TEN (10)INCH SEPARATION BETWEEN � In p Q o w BACK OF CURB AND THE LEADING EDGE OF ANY FIRE HYDRANT. W cra Q ❑ a PRESSURIZED IRRIGATION w a o 5. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. � x 40 � � � 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF(2-1/2)FEET AND IN AN AWWA C-900 PIPE LL� 0Z Q � r 0 LL SLEEVE W#TH LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 6. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE ISPWC AND THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. r � Z p w 01 C.7 � ip • � N 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 . N w in FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTIONS w o 0 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). z o En 0 z 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 1T IS NECESSARY FOR A POTABLE WATER MAIN a AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES ui FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01,16). S 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO(2)INCHES WIDE, METALLIC RED IN COLOR,WITH THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG M ITS LENGTH. PLACE THE TAPE BETWEEN SIX(6) INCHES BELOW THE SURFACE AND EIGHTEEN (18)INCHES ABOVE THE TOP OF THE PIPE_ of 0 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN(10)FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. z � r 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. I f p 8. ALL TEES, PLUGS, CAPS,AND BENDS OF 11-114'AND GREATER AT LOCATIONS WHERE UNBALANCES FORCES EXIST SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKING AS SHOWN IN THE ISPWC C STANDARDS. F rn C) 9. PERFORM A HYDROSTATIC PRESSURE AND LEAKAGE TEST IN ACCORDANCE WITH ISPWC SECTION 401.3.6. w T 0 1 o r o DRAINAGE AND GRADING C I U3 LL 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED`APPROVED FOR CONSTRUCTION"BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. W Ez 0 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 0 0 0 3. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED_APPROVAL V w IS CONTINGENT UPON INSPECTION. EL 0 a 4, SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3'OF SEASONAL HIGH GROUNDWATER ELEVATION.RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. - m 11 � m W z 5. NO DRAINAGE SHALL PASS FROM THIS PROJECT ONTO ADJACENT PROPERTY. w 6. CONTRACTOR TO REFER TO APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC)AND SWPPP FOR TEMPORARY AND PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE Z o RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE PROJECT ESC. a 0 w 7. SITE GRADING SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE GEOTECHNICAL REPORT PREPARED BY GEOTEK, INC JUNE 7, 2018.THE r...■ o CONTRACTOR SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING CONSTRUCTION. U w v a o 8. PRIOR TO PLACEMENT OF FILL MATERIAL,THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. N uj STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND STOCKPILE FOR FUTURE USE.TOPSOIL NEED NOT BE STRIPPED UNDER NON-STRUCTURAL AREAS UNLESS DIRECTED OTHERWISE BY THE ENGINEER. STRUCTURAL c FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR TO PLACING OF ANY FILL.TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE GEOTECHNICAL REPORT. 0 z s 9. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT AND TRENCH COMPACTION UP TO ROAD SUBGRADE.ACHD WILL BE RESPONSIBLE FOR COMPACTION TESTING WITHIN RIGHTS OF WAY OF SUBGRADE AND ALL GRANULAR MATERIAL.ALL LOT COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW.ALL FAILING AREAS SHALL BE RETESTED ONCE AREAS HAVE BEEN SUFFICIENTLY RE-COMPACTED. ALL COMPACTION TEST RESULTS WITHIN ROADWAYS SHALL BE PROVIDED TO ACHD INSPECTION SERVICES AND ATTENTION: L APPROVED PRIOR TO SUBGRADE INSPECTION. 0 112 1 N 2 IF THIS BAR DOES NOT MEASURE m 10. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER_ANY RE-STAKING AS A RESULT OF CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE,THEFT OR VANDALISM SHALL BE PAID FOR BY 1"ON 2204 SHEET or 112" ON 3 w� THE CONTRACTOR AT THE SAME COST AS THE OWNER PAYS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN CONFORMANCE WI FH THE GENERALLY ACCEPTED u 11x17 SHEET,THEN DRAWING IS z TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKINI;AND IN CONFORMANCE WITH THE ISPWC,TO INCORPORATE INTO THE WORK. NOT TO SCALE ¢i w DATE: 2/20120 coa 11. STORM DRAINAGE MAINLINES ARE EXTENDED TO THE PROPERn'FOR FUTURE YARD AREA BRAINS, OPEN SPACE AREA DRAINS, ROOF DOWN SPOUTS, AND OTHER MISCELLANEOUS DRAINAGE CONNECTIONS.THESE c I- CONNECTIONS AND PIPING SHALL BE PROVIDED BY THE BUILDING CONTRACTOR AND NOT A PART OF THIS INFRASTRUCTURE PROJECT. OWNER AND BUILDING CONTRACT HAVE REVIEWED THE GRADING AND PROJECT: 180364 `> o UNDERSTAND THE UNIFORM BUILDING CODE AND THAT ALL DRAINAGE SHALL BE ROUTED TO THE STORM DRAINAGE MAIN LINES. SHEET: ;i O ``q'j01 �! r SSoRA 1. £ CL 17915 y�vD.GR Lu M N x ❑ � N ❑ ❑ LL1 N 2 Y O < U IL 0 20 40 80 120 � o o ca ZE LLI \ / 1 ' NOTES 1. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON FIELD 1 OBSERVATION AND RECORD INFORMATION, CONTRACTOR SHALL VERIFY LOCATION EXISTING i X 1 --' ------- - X`-- X--'"` X X---�-""-`-X-"--X--`X-- ----------- OF ALL UTILITIES PRIOR To START OF CONSTRUCTION. WATER LINE ��T f / x I a f - 2. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION. ZE \ ANY MONUMENTS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED I 2683 ]t � ' I BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S SOLE EXPENSE.EXISTING FIBER X I I W z 3- ABANDONED TEST PITS, DRAINAGE DITCHES, OR ANY OTHER DISTURBED Z O OPTIC LINE ] - 2 I i EXCAVATION LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR BUILDABLE LOTS SHALL 0 0. G] I x I V. I SHALL BE RF-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL j ]� I IN ACCORDANCE WITH THE ISPWC AND GEOTECHNICAL REPORT.ALL GRADING AND W 0 4 I z �' COMPACTION SHALL BE PERFORMED UNDER THE OBSERVATION OF THE III I L J GEOTECHNICAL ENGINEER. w I J � EXISTING ' Ln SEWER LINE L a I I + 'f 2tg83 J 2683 �� DEMOLITION NOTES 1 f EXISTING IRRIGATION SERVICE MANHOLE TO BE REMOVED AS PART OF THE MCDONALD LATERAL PLAN SET 0 a) 1 D 3 I APPROXIMATE LOCATION OF TEST PIT PER PROJECT GEOTECHNICAL REPORT,SEE NOTE z en ] + I 3 ON THIS SHEET. w EXISTING FIBER c!) OPTIC LINE f I ( 3 } ABANDON WELL PER IDWR REQUIREMENTS N Lu 0 w Z U EXISTING FENCE w 0 268A 1 1 W -i w 0 EXISTING WATER STUB - t 5 } REMOVE EXISTING DRIVEWAY.REPLACE WITH MATCHING SIDEWALK/CURBS W °'� w \--� `� cn Q z Lu m z ~ Ly = yG REMOVE EXISTING FENCE,TO BE REINSTALLED PER ARCHITECTURAL m a �' o PLANS � 00 z 1 f 00 1 , + I Z � � � � Oa. w EXISTING EXISTING SEWER STUB .- \ f I W '6 Q o �< SEWER MH f= J I ! f I w � Q 0 o z wn. s C) z . a LL ,� j 2 "l 26 _ I PRESERVATIONE NOTES: RETAIN & PROTECT) �` 130 Lli EXISTING IRRIGATION SERVICE LATERAL l� L o D EXISTING w GAS LINE 11 I , v �� EXISTING IRRIGATION STRUCTURE p m 0 =a �±1 �' `�. I EXISTING SIDEWALK U z LU j f I EXISTING GRAVEL DRIVE jz aIR I 5 I t' _ � _ �� � 2685 I Lu ul T- ¢ III �� � _ _ _ _ _ � - �I 0 W m Q J 0 0 0 2W < 0 g W I 6 - 2688 � �� 4 � � � r ~ � - ' I Z 3 us Z LLJ I 1(090 Z 0 2 CD M I t C ] f / - - MCDONALD LATERAL TO BE PIPED AS EXI57iNG I I ` _ \�= ,-- j ' / I f 3 r -, = _�Q]�� 1 r� PART OF SEPARATE PROJECT SET2691 ' , I 3 WATER LINE � �� � \�\�/ � � I ` � - � � \ � �C �� � � � � QE NOT INCLUDED IN THESE PLANS � EXISTING IRRIGATION a � G ` \ , L/ � �TC3 � �\ � 1 t \ 2 OVERFLOW MH 1� - 1 W z LL] z Lu ° Q ...._zees - - �\/ _ =.-�;.. �� - - r = Ta-s _ Job \ - - LL roe M 4 —_ G EXISTING G G 1 -X ----�iC 17!� j _y 7C - -= '� i� - [� TQF G G - G - "` ,� r� as � M W W- W W EXISTING GAS LINE W` W 4 EP G EP 3 - - - - - - - - - 4 W-- - 'W W - `EXISTING WATER LINE o Lu SEWER MH 5 ss ss ss VICTORY ROADsss s s ss ss ss T — — ss 2 EXISTING EXISTING EXISTING c SEWER LINE SEWER MH SEWER LENS SEXISTING ATTENTIONS WER MH 0 z 0 112 1 m IF THIS BAR DOES NOT MEASURE U 1"ON 22x34 SHEET or 112" ON Lu 3 ui 11 x17 SHEET,THEN DRAWING I5 ro NOT TO SCALE m 0 ¢i W DATE: 2120120 b PROJECT: 180364 M Q Q a SHEET: Q i 1 a4�ss o>'u r` �H � 17915 OF Tye D. GR�� INGLEWOOD PLACE SUBDIVISION NO. 1 LEGEND w N LOCATED IN THE SW1/4 OF THE SW1/4 OF SECTION 21, -- — PROPERTY BOUNDARY TOWNSHIP 3 NORTH, RANGE 1 EAST BOISE MERIDIAN, — — — SECTION LINE z z 'e 0 SURVEYOR'S NARRATIVE CITY OF MERIDIAN, ADA COUNTY, IDAHO — RIGHT-OF-WAY LINE / LOT LINE ° a THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE THE PARCEL SHOWN INTO MULTIFAMILY RESIDENTIAL 2020 — — CENTERLINE LOTS. BOUNDARY DETERMINATION WAS BASED ON THE SECTION MONUMENTS FOUND AS SHOWN ALONG S. EAGLE ROAD AND E VICTORY ROAD AND FIT WELL WITH REFERENCED PLATS AND w S1/16 CORNER SURVEYS OF RECORD, AS WELL AS DEED INFORMATION. THE SOUTH AND WEST BOUNDARIES WERE LOT LINE CP&FR INSTRUMENT HELD BASED ON THE EXISTING SECTION CORNER MONUMENTS, THE EAST 13OUDNARY WAS HELD EXISTING LOT LINE NO. 1 1 1 071 045 BASED ON FOUND MONUMENTS CONSISTENT WITH SUTHERLAND FARM SUBDIVISION NO.1 AND THE NORTH BOUNDARY WAS HELD BASED ON EXISTING MONUMENTS. Q FOUND BRASS CAP MONUMENT REFERENCES: FOUND ALUMINUM CAP MONUMENT cc 0' 25' fol 100, 150, r- O FOUND 5/8" IRON ROD FOUND 1/2" IRON ROD ® SET 5/8" REBAR 48.00' i S89'36'02"E 507.0l'a 245.01' � �f 1� — �" — ❑ SET 1/2" REBAR � z -- - - - - - - -- -- - - - - - � — _ - - - - - - - 295.51' o� 37.00' � � 173.50' z g — t- — — — -- -- — — — — — — — — -- — — n CALCULATED POINT-NOTHING SET OR FOUND 0 ►` EXISTING 15 INGRESS/EGRESS EASEMENT PERT � — — � I 75 � INSTRUMENT NO. 7907119 SANITARY SEWER AND WATER MAIN (100 00) RECORD DATA 7 U I EASEMENT. SEE NOTE 5 I I I x w o I I I 1 LOT NUMBER w -Z BLOCK NUMBER Ln ce I I �••� �a. I J V I I I I i I I EVERGLADE LANE (PRIVATE} I NOTES d _ 1. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE G, APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. m i 30' I z rn I 2. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE w I t CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION z SEE NOTES 3 & 7 REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING In I I PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR A5 z q J I I I SHOWN ON THIS PLAT. z I I-Lo I I I I ' 3. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY AND ALONG W z w Li- SANITARY SEWER AND WATER MAIN I I THE SUBDIVISION BOUNDARY HAVE A TEN FOOT (30') WIDE �7 w z z EASEMENT. SEE NOTE 5 I 11' I PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE, AND IRRIGATION o• r- O — ACHd SIDEWALK Q w z I r 11' EASEMENT. ALL PRIVATE STREETS HAVE. A TEN FOOT (30') WIDE W CD 0 w p f EASEMENT ACHd SIDEWALK r PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE, AND IRRIGATION w z w a SEE NOTE 8 I I I EASEMENT 0 EASEMENT ADJACENT TO THE ROADWAY IMPROVEMENT AS SHOWN ON p p � + a I — — — — 1 J I I SEE NOTE 8 Z THE PRIVATE STREET EASEMENT DETAIL. 2 u=i TQ b o I N I I I- (n 4. IRRIGATION WATER HAS BEEN PROVIDED BY THE BOISE PROJECT W � 0 LO to 1 1 ov I 1 co� � j BOARD OF CONTROL IN COMPLIANCE WITH IDAHO CODE O Lu Of Q b + �I o I � "� I ri o 31-3805(1)(b). LOTS VATHIN INGLEWOOD SUBDIVIISION NO. I WILL BE °' oLu "a U w n n to co ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR 0Z Q � r n LL u) N I uo 0o I coASSESSMENTS FROM THE BOISE PROJECT BOARD OF CONTROL. w N z "' p w U ¢� a I I; I w co ow, v 0 c� LO 5. THIS PLAT IS SUBJECT TO AN EXISTING CITY OF MERIDIAN SANITARY z N su a Q Z a I I N SEWER AND WATER MAIN EASEMENT, RECORDED AS INSTRUMENT N z I I a I v LL NUMBER XXXXXXXX, RECORDS OF ADA COUNTY, IDAHO. • 0 r I z in N 0 a Q 6- LOT 2 BLOCK 1 AND LOT 2 BLOCK 2 ARE COMMON LOTS TO BE 0 I I OWNED AND MAINTAINED BY THE INGLEWOOD SUBDIVISION NO. 1 U I '�•, Iu OWNERS S ASSOCIATION AND ARE SUBJECT TO AN INGRESS / 2O'�� Gz1 EGRESS, LANDSCAPE AND MAINTENANCE EASEMENT AS SHOWN o I � I 1 Z I I O HEREON. N I V ' W I N 7. LOT 1 BLOCK 2 IS SUBJECT TO AN INGRESS / EGRESS EASEMENT FOR RESIDENTIAL ACCESS AS SHOWN HEREON. ° • � 1 CEDAR CREST LANK (PRIVATE) 8. THIS PLAT 15 SUBJECT TO AN 11' {FOOT} WIDE SIDEWALK EASEMENT _ I �_ — — IN FAVOR OF THE ADA COUNTY HIGHWAY DISTRICT, PER INSTRUMENT 2 I NO. XXXXXXXXXXX. _ I � 9. LOT 1 AND 2 BLOCK 1 ARE SUBJECT TO AN IRRIGATION AND z f` _ J MAINTENANCE EASEMENT FOR THE MCDONALD LATERAL. DIMENSIONED I F" FROM THE CENTER OF THE EXISTING PIPE, A5 SHOWN HEREON. I I SEE NOTES 3 & 7:3 P O 1 1 8 1- _ �L _ I I I 10. DIRECT LOT ACCESS TO E. VICTORY ROAD IS PROHIBITED UNLESS U- f�i.i 2 z � r�jC,n- � I APPROVED BY ADA COUNTY HIGHWAY DISTRICT U) c Q SANITARY SEWER AND WATER MAIN RC EASEMENT. SEE MOTE 5 77��Z71� 4 0 �� 012-1 a0 a N - - - - - - - - - - - - - - - - - - - - - } I 5LA Q E _ EA to S000025E 14.79 3QOQN89'36'01"W 296.51' 1 1 I ❑I J 0 3 a s lb N89'36'Ol"W 143.50' 2 J U � 2 + I 3 z M. 227.73' N am` 296.51' _ ��`+ 37.90, N 143.50' N p 0 < -- — — — -- — — J _ _ ROB O MAL.L.EY 1�/ O — O z a POINT OF BEGINNING N89'36'01"W 507.01' IDAHO N0. 13765 �p �-C uj N a a OBO�yA�1. V LL N �' a co � Q O 20 21 a ! o — — 293.01 — — — z 507.01' 2"� LLi N Lu z 29 28 CP&FR INSTRUMENT S89'36'01"E 2657.24' a No. 111000681 T E. VICTORY ROAD — J z BASIS ❑F BEARINGS 28 CP&FR INSTRUMENT z (D 'l NO. 97003907 O z Lt- 0 V 0 z � LL CL 0 WWI T-0 ENGINEERS co w 332 N. BROADMORE WAY �- NAMPA, IDAHO 83687-5123 PHONE:(208)442-6300 WWW.TO-ENGINEERS.COM $ z Z)l SHEET NO. 1 OF 3 2 w w ATTENTION: U 0 112 1 IF THIS BAR DOES NOT MEASURE ar 1"ON 22x34 SHEET or 112" ON 3UJ 11x17 SHEET,THEN DRAWING 1S z NOT TO SCALE w DATE: 2120120 O PROJECT: 180364 M o 0 N SHEET: 2.0 �p111A L f r,S NG' � cn SD{12"}t S=l PVC �±ILFPVC 17915 5=0.40� P1 CS-All G3 —I — -SO(12")t12LF PVC SSMW-2 Pi(3')t290LF PVC S.- 55MH- ' P7r pE• OF �- - -- - - - - — _ -- - --- - - - -- s 5 —� � y�D. � N � �— — G— -- --„ -- - -- rt - - - -- - I - - --- -- - - -•----- � -t2311F�1LG_ — — - ------ - - --- W1 — W(8")t19LFPVC- -- ___ - - -- -- - ---- I D R Ln ., E RAG __ ti SGT-A7 ® C&mm 5D(12")t21 LF PVC r—— ——— — .-- 5=0.40% �� S�, 2 SD(1r)±113LF PVC w i7 U C7 G W(8")t16LF PVC —— J 1 ❑ �' .I reJ 5=0.Q% j W4 x ^� I 5GT 01 N w w 7 o I 1 �,c cn I - w z z x ❑ o •. m o c� U 0- L�' x SD(18"}t100LF PVC I .� O U) w BLIND FLANGE AT VALVE I I _ S=0.0% U I 111 p p U ¢ lit cn W4 1 C!1 Iuj W W(8")t27LF PVC ■' x 4b la❑ o w Lu in v s ; 1 • G1 G1 eat G1 0 � 1 27.04' I I�o ` 4 '•, L µ SO(12")±21 LF PVC Iwo L7 I I S=1.49% J li Q 25.00' 1 r cn a p SGT-06 Q u; - • •: w W3 w3 ." I w I w7 CEI-01 , ` W2 I T I N 4 } w5 I '• -- I — W1 W[8"J#123LF PVC a w U] z Ll j n a .. O rQn 55MH- W2 SSMH-7 m IJ 5 S d FO ■ f151LF PVC SD{12"}t25LF PVC 1 N � aLU I LL a-o-v W3 s SD{12"}t41LF PVC ❑ a, 1 I •. C.O. I 5D{12"}t6LF PVC I +s U SD(12")f14LF PVC S=1.49% S=0,0% { 1 1 > S=0-80% ❑ CB-03 w _ • . m ' 4' =.* :',+•- f. + . � SGT-05 f ,•I 1 W2 4 LO SD(12")t26LF PVC ppL. I Q I W2 U 1 = .•. ' •.-:' •* w S=0.0°Yo I a FO I- I :. . 0In G1 ;_ ¢ 1 I � 1 . • '1• m ■' ww r 1 w� U I 1 ..y G1Ul if, LA u, - 1 ,. CB-10 z N = -CONNECTTOEX. 12"WATER--- - -- -- -- - - -- ------ - - -- --- - -.. _._. — __._ -- -- - w W5 a coto Wfi G1 I w I W{8")t274LF PVC I I Q W2 1 I w Q z 0 SSMH-1 I F. F. = 2687.DD I a _ a q Q SS 1 t294LF PVC W1 s 1 a a W4 I I W a w 0 w ---_._._ .-- -- ---- - - - - - --- - - - - ---- - - - - ----•--------- -- ---- -- ds �, . W z �U •.' ill J o LO 0 k z CONNECT TO EX.8"SEWER 1 Q co co I _ I of 1 1 �'A�.� � f I I Z' � � ° Q ¢ EL I 1 LAL / N o ¢ na W I — G1 x I W t v I ca I 4 IN v G7 CM9 W2 f Wfi LLI0 ccce)e) D i!E I 1 N • 0 15 30 60 90 1 U •yLu I ■ w Q z 1 1 �� ' U I m H 1a.4 In 7 _ J If w WATER KEYNOTES: r NOTES M I - .y W1 5EE WATER NOTE#2 SHEET C0.01,PERTAINING TO 1. FOR SANITARY SEWER,REFER TO SHEETS C6.00 AND C6.01. 1 +N+ I ' a .. MAINS 1 os 1 SS(Ii 45LF PVC 2. FOR STORM DRAIN SEEPAGE BED,CATCH BASIN,AND SAND &GREASE m p W2 SEE WRIER NOTE#3 SHEET CA.01,PERTAINING TO TRAP INFORMATION,REFER TO SHEET C8.00. 1 _; 0 � SERVICES I G1 +' G1 G7 e'1 G1 I z 3. ALL ROOF AND AREA DRAIN PIPES SHALL BE 6" DIAMETER UNLESS U a= �' o W3 1"WATER SERVICE WITH A 1"METER AND A 1"PIGTAIL OTHERWISE NOTED DN THIS SHEET. # 1 I �' a PER CITY OF MERIDIAN 5D W2 ' D ti -j o �0 SD(12")f20LF PVC dm 4. FOR PRESSURE IRRIGATION DETAIL REFER TO SHEETS C7.00 AND C7.01. , U.o II �? S= .49% �^ E w 8"x6"TEE 1 1 :.. C va J it o x s W3 W3 p p �L ? 6"GATE VALVE 5. PIPE BENDING oN a N W4 1 SGT-06 n n 6"WATER MAIN(LENGTH PER PLAN) ■ MANUFACTURER'S ALLOWABLE LONGITUDINAL BENDING RADIUS,OR I a ' V m H FIRE HYDRANT PER CITY OF MERIDIAN SD W8 I �.• + W m` w APPROVED EQUAL=R=200FT 1 1 k p W7• CB-05 j �n i W5 W2 1 to VJ C7 z W5 $"TEE FITTING LENGTH OF ARC=n'R=828 fT 1 R •* ■$.D. Q {2) 8"GATE VALVE u • 268 FT120 FT PER PIPE=31.4 PIPES 1 - a ¢ 180"131.4 PfPE5=5.73°DEFLECTION PER PIPE PER MANUFACTURER'S I I f ` x U — W1 W{8"}�k1Z4LF PVC uj r' w [3 IU-i 4"WATER SERVICE WITH A 3"METER AND A 4"PIGTAIL I 55MH` a W2 W2 SSMH _� m ¢ Wfi REQUIREMENT,OR APPROVED EQUAL. I Co. . f;Aw Z U Cl PER CITY OF MERIDIAN 5D W4. . CITY OF MERIDIAN ALLOWABLE DEFLECTION DUE TO LONGITUDINAL 1 I Co' `~ s � t150LF PVC s � SD{12"}t29LF PVC I � BENDING SHALT.BE 2.87°OR LESS(50%OF MANUFACTURER'S 1 1 � SD{$'J S9LF0 PVC W1 +I = CB-06 I � 0. E C) 2"PERMANENT BLOWOFF ASSEMBLY PER CITY OF ALLOWABLE DEFLECTION) 1 I 90 SD(12")t44LF PVC UJ MERIDIAN SO Wit ■ CONTRACTOR SHALL VERIFY MANUFACTURER'S ALLOWABLE 1 �c x W3 W3 S=0.0% t7 W8 22.5°FITTING BENDING RADIUS. n . W4 D = SEEPAGE ___ SD( )t11 LF PVC ❑ O - W9 A `� I : .` SGT-03 ❑ — BED 3 SD{12"J t79LF PVC , =0 40% j m F- � 2"TEMPORARY BLOWOFF ASSEMBLY PER CITY OF , = a G1 G1 G1 Z U MERIDIAN SO W13 � s_o. `� W 8)t15LF PVC'•■ -i G1 p W � n � W4 ( " PVC .. - _• t: ••.' -t- � 13-CD o PRESSURE IRRIGATION KEYNOTES: .c ry I �' �� 11 I_L� •. m so ao°10 "• - . n =J W8 S' 29.59' 1 oa •• I r 0 C`/�� N w �■ •. M/ P1 PRESSURE IRRIGATION DRAIN,SEE DETAILS FAQ — — — —_ — — ,Of Z — — I V o C , i• .." P2 PRESSURE IRRIGATION PUMP HOUSE.SEE DETAILS ON R W 8" t15LF PVC ��� CB-07 a SHEET C7.00 AND C7.01. ( J .� C,t W i t276LF PVC W W -- _ .O J - ------------ - rn P3 wi SECONDARY PI CONNECTION PER CITY OF MERIDIAN - _ L z STANDARDS P4(3")±263LF PVC CD ui F -- eJG P3 -•. W1 a I P2 GENERAL KEYNOTES: ,� � `i PI(3")t144LF PVC 2 w ,� U a a G1 SEE MECHANICAL PLANS FOR CONNECTION DETAILS w Pt(3 *23L>`pVC - IR I IR y = PI SLEEVE TO i CONSTRUCTED AS G2 Lu REPLACE EXISTING FENCE PER ARCHITECTURAL PLANS PART OF MCDDNALD LATERAL PLAN SET GRAVITY IRRIGATION TO BE CONSTRUCTED Y IR IR 3 `n AS PART OF MCDONALD LATERAL PLAN SET W1 s 12 n w G3 INSTALL GATE PER ARCHITECTURAL PLANS — — — — r — — — 77 c � & {2)4"PVC CONDUIT FOR FUTURE UTILITIES q7 I7 : U z 0 112 1 { m — G -.-- r Ep IF THIS BAR DOES NOT MEASURE - — - — - ��-— �-- i, - = - G - G 1"ON 22x34 SHEET or 112" ON 3 w EP G EP EP G 11 x1 7 SHEET,THEN DRAWING IS W W W— NOT TO SCALE VICTORY ROAD — — — LIVE TAP Ex.12"WATER T — — — DATE: 2/20120 D PROJECT: 180364 ' No SHEET: 3. S5�❑NArr £�G - 1 li i 17915 4 0 5 ,•�� "a' S '�ry °a° 4 `I$ c_v 6 0`y^ `9J. r� OF �• - - - \� `� -- --- - -r _ - �$ti � N Q\r. 0 15 30 6D 90 D. A .,� ..��,,yA- - ''y . . _ . D�' . ,, - •-•� G ,.. Off' _ `-` ---- - -- --------- - ---- - - -. 4A - O b� 0 91-7 x ❑ ° O 0 �� 4 9 - °�° °�° jr w w w 7 ° ITr°l � ..� ,`ten z o �s �"' I w a x o P I �O rye y 2fi86.0 I I X w z a � w a P r' 3 3 m ❑ U O .o I I GRADE I I 1.78% ----- - -- -- - - - - ---- - � I r S I e --- - 3j� 9� 21.98% 9.69% I cp o ❑ o -1OP I { 10.))83°/o I �`flo° Or' I �•; I ��' � �; o o `6 288 I :-•� � i i.DBE .• I , 3 I . 2.00% �y I 26g4,a YhPr. rr ,a I _G DE C°P 0.50°I° ci '.COP' �, I 1 ! U] Z TOA=84.80' ----.� 9.82°I° $°I° GRAQtr_ �C°P � OP� - ;.• f�. f�y CHArIGE � -• ,��y�° I I � � �. G, GJ 9.1296 `L C GE O O o r E.VICTORY ROAD & `� 6y `. �d ti� TOA=84.21' ci Q� I U TOC=83.33' '.�' _■ Oy. y0� 4�' � w TOA=84.39'(HP) { ❑ c.o. ci t'6 SDP, _ :;: � C {. SOP' o RIM=84.36' + I SITE KEY • ^ T NTS a I TOC=86.90' •'• a ' .. -• OGi 4 I ' 06 0 N °P �°�, I - Ca.D1 4 i�l 2�° 2 KEY NOTES co I 4� $B TOC=86-88' 7 I I 1 CONFORM TO EXISTING STREET GRADES. EG �d i °P`� •` TOA-84.75' y3 ti cc ,'yy�3 P,q - :� OGLLI r�'r° 6y1 � v I 2 FRONT DRAINING PAD.FINAL LOT GRADING DURING VERTICAL CONSTRUCTION w Q z f Q �D F. F. - 2fi87.00 :, ,� SHALL BE PER THE DETAIL❑N SHEET C4.01 z v w EG 'c° `�'� �D�' 1 ' SPLIT DRAINING PAD.FINAL LOT GRADING DURING VERTICAL CONSTRUCTION Z O o oo�, �� SHALL BE PER THE DETAIL ON SHEET C4.01 W w 0 `� h� rr 1.40% '��y OrO� �' GRADE ISLAND WITH SIDEWALK CUT THROUGH.GRADE SIDEWALK RAMPS TO W °� w ❑ ,,4,P' Q °� A i °t'f OPT '.�h _ - GRADE -- - LJ CUT THROUGH. Q ti _ a OP ,�O,�° C4.D1 ry P CHANGE p to o 10.47°/° ~k � Grf� 6 6� 3�'+°�° I I ( 5 ] INSTALL AREA DRAIN PER DETAIL ON SHEET C8.01 0 j W co z ol 'r- -. 'r ° 46 TOA=85.20' i r, I �� Ir 00 J d 'CO �'�pPl Ad • �T2� 'rlp� I . �1� pIY $ INSTALL DRY WELL PER THE DETAIL ON SHEET C8.01 � ti �� 1�y. C4.D 1 ❑ z �3 r �0 1.14% ;. o i W ui ¢ ❑ z $� �'pP yy ` 2684.D Z. t7 0� SIDEWALK AND PAVEMENT TO BE FLUSH.TRANSITION TO STANDARD 6" >z O w Q`' r` �r° $ d o� rr 'r4 7 VERTICAL CURB. w [Y. Q D • �O _ .,.. G 229b �,`� y OP OP I D ul m 8. U z `` `'�" { r P,0`�� i•• I Z9 I SIDEWALK AND PAVEMENT TO BE FLUSH.TRANSITION TO STANDARD 6" ■ Z M ' • •.. a ... i. 8 C'J Z Q `4 d �� i,�D �O a-. : . ; .. GRADE _ EXPOSED SIDEWALK IN ACCORDANCE WITH MINIMUM ADA REQUIREMENTS. � z ry 2 � �� v I CHANGE ''n w v U g yq� + B$p SEE ARCHITECTURAL PLANS FOR STEPS OUT OF BUILDING, Z a w ui ❑ GMOE 1 ��o ' °l� CHA GE TOA=85-82' p 00 z 332°�O �o 'IrD-� 16y.I:. 2s8p 0 a �® w � �� �O• I 5 • + ~ • i a a _ ,, t3 ] 3 I GRADE -•-----------13i3 ---- - - - ---- NOTES � a GRADE - �'1R% 1. SPOT ELEVATIONS HAVE BEEN TRUNCATED BY 2600' CH GE ��d R ■ �4i°' o �� EX: 2668.11'=68.11' TOC=85.60' 0� �°P%�. •• �9 : .�O[, y ! 2. SEE SHEET CD.Di FOR GENERAL SITE GRADING NOTES r 7 a 2.DD°Io i��- 3. SEE SHEET C8.00 FOR GRADING SECTIONS AND DETAILS 06 • 4. BLOCK 3 IS FINISH GRADED TO AN ESTABLISHED FINISH FLOOR ELEVATION OF qa ai 0 434% '; 4pG g'l i �dl •',LpQ'•. ' . a•. . - ¢t� I 2687.0'.BLOCK 2 IS ROUGH GRADED PADS TO A 1%SLOPE.FINISH FLOOR a� z .,� �_ ELEVATIONS WILL NEED TO BE ESTABLISHEb BASED ON FINAL ROUGH O °� �.. f' �O�' '� ~ ll r' o P GRADING FOR BLOCK 2. rrV��J Q U I O ° N 0.95% O.r� I V ❑ ¢ 23 x 11 0.9510 C ❑ c.a. `� Q1 ti� °'�' o °r I 5. ALL FRONT DRAINING PADS{KEYNOTE 2)SHALL BE SLOPED AT 1°/°MINIMUM FROM BACK TO FRONT TO PROVIDE POSITIVE DRAINAGE TO THE STREET. = r n Q \ , apra Q1 6. ALL SPLIT DRAINING PADS(KEYNOTE 3)SHALL BE SLOPED AT 1%MINIMUM O \_ � .jQ Lj� C� C° y FROM GRADE BREAK TO FRONT AND BACK PAD LINES. Z m fi', 1 r,$y• ,ry1 '1 r, q, y TOA=87 94' y 7. SEE SHEET C8.00 FOR TYPICAL STREET SECTIONS. ■ UJ GRACE r*OP 'SOP �� g �• - -�• G - ------ • - �40G �,•G.� 8. GRADING SHALL NOT OCCUR BEYOND THE LIMITS OF CONSTRUCTION. v sic BREAK_ •`. f,� r,�° d g"� • ' �D Z LL ca � + 00�'OC'1 d, o ' d J 5 1• r y TOA=88.08' 9, GRADING CONTOURS AROUND MAIN BUILDING ARE SHOWN WITH A 0.5' 5 ,�i,�° 'r - ''� .� +. C°P ` TOA=88.17'(HP) °�° REVEAL.THE REVEAL MAY BE ADJUSTED TO REDUCE SLOPES TO A MINIMUM 0 +" OF 5%AWAY FROM THE BUILDING. b 0 cc w 2688 �� °� P� `6� O 5 C,�$ ''�,gg DP R 6 `, ry a 1 Znr; �' '1 �D ,�� �• �,� ° ���. '� 10. DRAINAGE SWALES ARE DEPICTED ON PORTIONS OF THE BOUNDARY TO 2 88p PREVENT DRAINAGE FROM PASSING TO ADJACENT PROPERTY.CONTRACTOR 1 o ¢ �� '� �' �° SOP Pr .�� ,,. D TO NOTIFY ENGINEER OF RECORD IF MODIFICATIONS TO SWALES ARE Q1 NEEDED TO PREVENT ANY DRAINAGE FROM PASSING ONTO ADJACENT n/ PROPERTY.ADDITIONAL SWALES AND GRADING IS REQUIRED(AS NEEDED)TO fJ- w �3 OP I Gs I LIMIT DRAINAGE FROM LEAVING THE SITE. a 2 ,,4 p� 2 /7 r,$� r,�� ti Asa °P • ri°P r' 11. OBSERVATIONS,APPROVAL AND FINAL ACCEPTANCE OF ALL GRADING VJ g O ,tOPr ' ,,o I -, �1 �� r,. ,�OQ' tOP ' '� '�� (OUTSIDE OF THE RIGHT OF WAY)SHALL BE BY THE ENGINEER OF RECORD, V a _ •xti _. �° �� / 4 �� AND THEIR DECISION SHALL BE FINAL.SUCH INSPECTIONS SHALL NOT LL �vd ^r ��''{� �� ryd �dL RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE a O Q °♦° ,0y / ���rs N ,r�$' rrg�. •. 0 WORK IN AN ACCEPTABLE MANNER. V °P OP OP r -- - ---- -- -GRADE- .� w `••���1°�••'•••��"'�:�����"'��•�"..■� m CHANGE - 12. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST a - ' - -,� _ I I HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. CO w cm ca c 1.. }�•� -BR K I �� � 1�•. -� o [r�ry� soa p. ri, .� =. GRADE BR A�f ^TOA=89.34'' � cn r i - - - !��� C > > T ri ATTENTION: ui �_ cli c� - - - - �•_ _ IF THIS BAR DOES NOT MEASURE _ p .� t - wEP 1 MATCH EXISTING Ep 3"ON 22x34 SHEET or 1/2' ON w PAVEMENT EP EP EP 11x17 SHEET,THEN DRAWING f5 ca 0 _ VICTORY ROAD NOT TO SCALE I w - - - - - -- - r - - - DATE: 2J20120 D - - - PROJECT: 1803M � a Cc o SHEET: J SSMA L EN 17915 �r9T jf OF FUTURE BUILDING D.GR CIRCLE DRIVE w SIDEWALK TVC SOW SlpIEyyA� TVC TITANIUM AVENUE N X g N g W -7 ❑ 0 U 5A' 27,4' 2.V 5.0' 5.0' 6-V 2.0` 2.0' 14.5 w m ro ¢ W 0- 5'DETACHED CONCRETE m a a U SIDEWALK{TYP.} 1.5%MAX 7.5"CONCRETE PAVEMENT 13.00% FCONCRETE t1 _ 150 MAX 3"ASPHALTLuIPpP P P V P P _ P P P P P P= P P P -M -----� � �`�� I I—I I - I AVEMf=NT FINISHED �. y..: a �.: . �... .... v g .. v n n 9 v q.. .; � 2%FLOOR STANDARD 6"VERTICAL —III- �~ SIDEWALK{TYP.} Q Q Q Q Q Q Q Q Q QQ CURB PER ISPWC SD-701 r f r l U STANDARD B"VERTICAL v ❑ v V d Od Od Q�d d O�Q O Qd Qd CURB PER ISPWC 5D-70i Q Q Q d - - - - - - - - - - - \ 10.5"OF 6"MINUS PIT RUN - - --- - -- - - - - - - ---` - `^ .- ~ - \APPROXIMATE 12"OF 6"MINUS PIT RUN 6"OF 314" EX-GROUND CRUSHED 6"OF 314"AGGREGATE BASE GRAVEL i!} z BUILDING ENTRANCE A o SCALE:NTS U5 � LLu W C7 O w H m O d J H U Fr m _m N W a z W W w L) LL PL W ca z w O PROPOSED GRAVEL [A 0 w w z FRONT DRAINING LOT W = O FRONT DRAINING LOT BOW TVC EVERGLADE LANE TVC BACK DRAINING LOT ACCESS ROAD 0 co t m W-100' 34' ±50' ±30' ±14' 12' >- m Q N W cr] W Q g 5' 2' 13' 13' -21- 13 co a W ��� 1.5%MAX � w < z - — +1% — - 2 PAVEMENTl` 2�° °/ t1% t1°/o VARIES 32.0% W ¢ 0 EL `2 APPROXIMATE EX.� _ -- 5'CONCRETE :, - - - M 1C LLI Q Q z - I fi It rtl 1- . [K -� I—� I I—j I—' SIDEWALK P. STAAIOARfl 6"VERTICAL CURB -} I I ° I �+ 'y Tp m II. g U GROUND - I -1 } 10"OF 6"MINUS PIT RUN/ 4.0"OF 314"AGGRIGATE BASE PER ISPWC SD•701 '�'DU,yQE� �a* 0 z ¢ >-Ln LL Z N OLU co W w CJ cl a, z Q ; F , J iV 0 0 z m x � � �r U m EVERGLADE LANE PAD GRADING B p SCALE:NTS r1 d Q. z W o � Ez f U � ❑ �- OE ' W LL m O lL L7 Q V) Y I < a U FUTURE BUILDING J LL i 0 O TOC GARAGE WEST PIED RAMP TO BLDG. Q D 6" ADA PARKING SIDEWALK BOW ADA LANDING E w 17.00' 12.50' 4.W 2&50' 35.00' ui m 10.50' 18,00' 5.00' 25.00' 5.00' ❑ ,a STANDARD 6" 296 MPS z ^ V � U O VERTICAL CURB PERrr� (V� ISPWC SD-7D1A 3"ASPHALT a OR t6.Ofl°la PAVEMENT 5"CONCRETE ADA RAMP a 1O MAX z m Ix Ali ce 6"OF 314" 1-5%MAX n � H 2%MAX FINISHED FLOOR ro W 4 �1= I� F, AGGREGATE BASE t3.50% 0.50 ---�-�� ❑ "al=314"AGGREGATE BASE FINISHED FLOOR rf _..._. - - - APPROXIMATE EX.GROUND iq wUJ iq z 12"OF 6"MINUS PIT RUN VALLEY GUTTER I" ` PER ISPWC SD-708 U) �••i z z z W gF o � (D Z LL PARKING LOT CROSS SECTION AT WEST ENTRANCE C — C} w SCALE:NTS O o � w c ~ •3 m a z W o � o Z ATTENTION: U 0 112 1 IF THIS BAR DOES NOT MEASURE =� [C 1"ON 22x34 SHEET or 112" ON 3� w 11 x1 7 SHEET,THEN DRAWING IS z NOT TO SCALE Q z �I W DATE: 2120120 i PROJECT: 180364 cn O N 03 O C4 a V Sr��OF�AL fN 4 PARKING LOTS 17915 0 15 60 90 SEE SHEET C5.02 I 30 IPA 2'Za'� �O PARKING LOTS m�, a d a I m y iv cgv' o a M6 �►' °r,6 Irnr, crn° r � e. � SEE SHEET C5.a2 �"` 7 � m � m v r w oo� I 4� + m ui a l + rn +� co m + m I'll 10 n iLj Co N 11 cV i I d �• U II Q rn In N ,r; n__ u7 v ❑ H D II 1 SFFaa2 een - - w j c oi ¢ U H � ct U - +o I cnm N H ❑ _ N w a N M " � w . usH ¢ ❑ C7 U C7 a + + w u7 H _ p r N cy .ti. h .. r N r N _ cn F- O 0 N ❑ uj rn cp a - t r� to cos ro v r m zo o 11 it II II r- d d N In 1i 1r a 11 o N o cD_ z Y O n 11 m �I r` rn ¢ U ¢ mo mm QU ¢ Q CO rn� w z n o + m 6 v c� a m _ it n io rn cn F Q �. ca � ❑ r- m In ri a id m I , m d �? U N d N C7 II Cd ¢ ❑ l[3 ao cp (/� F. 4 Q-` I a it II ca +o cp ul O N �v psi ra rn + cn co ¢ U m �n N a cQ rn o ¢ Q 60 rn m r O °p N_b N cn u] 1 c+n rmb N "� iri m v m w cv rn w a m SY U N m_ Cy In CD N l H❑ Q C] N t w- 0i 00 [+j ❑ U r A�0 co 1.O N IV 11 r Nit —Y]_ _ li I I LQ w N 11 W 1 �N m C] 1 U Q Ul 1" m Q Q II It rn ++ alb — ❑ I. N ri C.) - 11 R 'r7 N_' _.(I7 C-J N N l l U -- N- Q it N N N ► -N N ?• U ❑ ❑ ¢ U 11 N cy . , ts It C] ❑ N TO =2689.93i n H O U it o N LII U m U G H U tr U D U N7 F U Ir 11 U r to aG ❑ !-- a (IJ U - ❑ ❑ I- ❑ {fl C8-09 -17 CB-10 FQ- U -- SGT-02 q (a 0 a Io GRADE -� : u7 GRADE _ GRADE_ � � a w e BREAK BREAK r� BREAK :. . Z 4= ti. w a ~ C7 r� — 3 F �► ��Q paj I�`'i --sear �n ----- -- D w � CB-A01 ui i p r CONSTRUCTION : r CENTERLINE in TEXTURED AND COLORED CONCRETE 10 00 mf x RG) �I❑ 11+Q0 } 12+00 _ W n1� 13+00 WALKWAY,SEE ARCHITECTURAL PLANS 14+00 MR 15+00 15 60 8 mlm I TEXTURED AND COLORED CONCRETE 1 I I - o I �I0 I j - ` j 0 j I 7 Q TMIFA ;K M my A m m 3 mlm TITANIUM AVENUE � I !� I WALKWAY,SEE ARCHITECTURAL PLANS ;,, I -� k (PUBLIC) QOC 7 s [_} I I I -` I TOC=2F85.11' TOC=2685.08' _ I 6 i7�, 4 gyp' #� _ fi Rat 4 r�' 6 4 6 B-A02 E.VICTORY ROAD Z O d �3d y ---- .' _ GRADE :� �',. GRADE - �� _ GRADE 2 Co U II a BREAK _ BREAK ---... _ - BREAK + w 1 v o ca In _ U o co m ❑ F It Q m U ZD. DO �. �. ro 3 �r CO r� rn rn p d C7 co T N 6 io U CL CO N Go cP N r co N Ln m m rn ca a; U n r `' 87 c7 1p _ U is '�' N T i U co + 51TN KEY Il TO 2E89.53i M m m 'n ai m m m n i- r I� m cq j Ilj ui ih v ro ao rn m I.n + 0 N. �m c`�i m + O U U� ao N O o ❑ m m co o 11 _c 1 H O + N Q co m ffy It U ai Q __ ►. N O N N 1[ p p 11 N i- 4 1l (D N co �" [fl d H. CA co v ui N + C] r n II E` IS li U m II 11 U . N cD U 11 11 r1) v- cx) a r` U m ii c11 11 N U w ro I1 II co cow Car c - a � ++ U U O ¢ O i} + i ¢ ri o w "m tM. a N U Pi ii - of N d ❑ m m N Q cn ro a a a n ❑ ~ Q o ¢❑ ry v N is 7 rn v CG O Q _ cc' ``' U O Iv 11 N O [it m m U m rq [I7 F it N (a et tr f^ N Q r m F ~ tl m ¢ U j cmP 1' rn 7 rN- N 11 U U U U N Q o o coo y rn m ¢ } Q � � a " �NN N ° o� � a � m � N I-_ ° h ° � p�pQ�� `' ,ON LO KEYNOTES 1 I1 r `•- co N + ❑ N I1 r w N li If7 rD [Q c q 31 c�7 I t ❑ ¢ l+ + ¢ ¢ 11 ri N 1] N 7 + U cv (co, N Q + U h ` Q } U ❑ U rn u~i ¢ + U Q+ ¢ II . N Q I��O+ U - - N ¢ -v~i �? � .. '* U �I !I ~ F" N ❑ 11 + 4r + II — II r4 . H ¢ M O c`oir� ❑ ¢ PARKING LOTS -11 ¢ STOP SIGN{R-1}AND STREET NAME SIGN{ACHD-1 109}INSTALLED PER ACHD Q ¢ ¢ �N SEE SHEET C5.02 �' ° u] n ¢ Uj 4 H. n !-. ' ,'•F r SD-1 cn :` - U) I co ''� . EVERGLADE LANE I INSTALL SIDEWALK PER ISPWC SD-709 w i CEDAR CREST LANE SEE SHEET C5.01 SEE SHEET C5A1 N w o INSTALL PED RAMP WITH TRUNCATED DOMES PER ACHD SD-712G w L J z Z ui O ,. INSTALL VALLEY GUTTER PER ISPWC 5p-708 W Lu U ix Lu p m ' �^ �� 5 INSTALL VERTICAL CURB PER ISPWC SD-701A c7} >_ c7 w z O c0 D + z 2 0 Q "D � m g INSTALL VERTICAL CURB&GUTTER PER ISPWC SD-701 j af co z a INSTALL A 12'CURB CUT PER ISPWC SD-705 USING A TRANSITION PER ISPWC � � � � � ¢ ¢ 2695 2695 SD-706 u) Q a 2 IILI ❑ c, INSTALL ACHD TYPE III BARRICADE WITH SIGN THAT SAYS"THIS ROAD WILL$E p - w z _ — — — — M - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — - �' r co cn a +o - - - - - - - E WITH SIGN THAT SAYS THIS SIDEWALK WILL D Ux m co m -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 L7 Z ¢ m yo N INSTALL ACHD TYPE I!BARRICADE w Lu Z ¢ N w ¢ N BE EXTENDED IN THE FUTURF" :z Z "1 o w 5 U 9 � i1 N I- � wt- �' w ', rn w - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - co • Lu J EL 4 a s - - - - - - - - - - — — — — — — — — — — — — - NOTES z co O a 2690 _�gyo a 2690 1. ALL TOP OF CURB ELEVATIONS AT OR NEAR THE PEDESTRIAN RAMPS ARE DEPICTING STANDARD 0 cn 00°I CURB HEIGHT-CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS IN r- z \ _ _ _ _ _ N - _ _ _ ACCORDANCE WITH ADA REQUIREMENTS. - - ' - - - - - - - - - APPROXIMATE FINISH - - - - 1 N - - - - - ko -•--• - - - - - d GRADE AT STATION LINE r -� �+ 2- ALL PEDESTRIAN RAMPS ARE PER ACHD SD-712A WITH TRUNCATED DOMES PER ISPWC SD-712 "� - - m - - - - - UNLESS OTHERWISE NOTED- H l a a ¢ ri CO 0 3- ALL ACCESSIBLE ROUTES TO MEET OR EXCEED ADA GUIDELINES.ACHD AND ENGINEER OF — — — l f �•, — ' 1 - - - - -- - - - -- - -- - - - — - j — — — — — — o — RECORD MAY CHECK CROSS SLOPES AFTER CONCRETE IS POURED.ANY SLOPES EXCEEDING c� w ,+r, ALLOWABLE MINIMUMS OR MAXIMUMS SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF n N THE CONTRACTOR.CONTRACTOR SHALL VERIFY SLOPES DURING STRINGLINEIFORMING PROCESS. 1 co 2G85 `1 1 CO w �685 4. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2-0%a PER ADA REQUIREMENTS.THERE ARE NO J c - > > TOLERANCES ALLOWED. 1'7I r ....■ m APPROXIMATE EXISTING a L.L GRADE AT STATION LINE ~`' - ti - _16 o _ _ - - - - Igo 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS,CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. LL p -,� - - - - p - - - - : - - - - - - r - - ._ --- - -- - --- fi- SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A - - - - - - - - NO-CHARGE RIGHT-OF-WAY PERMIT. ry - - - - - - - - - - - - - - - - - 7. STREET NAME SIGN(ACHD STD.DWG TS-1109)INSTALLED PER ACHD SD-1114. 7 C)� � L U 8. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD DETAIL SD-301 AND ACHD SUPPLEMENT STANDARD DETAILS SD-303 AND SD-606. ¢ O 2680 y _ 2680 LO' ^' '+' `t '- 0 to '° i° m r co � 0D o " 9. SEE SHEET C8.00 FOR STORM DRAIN SYSTEM DETAILS AND CATCH BASIN DETAILS � � ca u) c+f v ti r N (9 1i 11y U7 op Vr •t O rq O ao rn C7 1ri as co 6 ui ao ui 1: 0 Iri C4 un ri ui m c i co cV m m m m m m m m m `�i m $ m m CO aD co ac $ m m m m ❑ Q+ u7 CN m (N m [O to [O cp to m to [p to u3 w N rD f0 Cfl CO cA ❑ ❑ N N v N N v N N N v N N N N N N N N N N N d d 10+00 10+50 11+00 11+50 12+00 12+50 13+04 13+50 14+00 14+50 15+00 15+50 15+75 0 J 0 CL ❑ �_ 0 - EL N w ` - `� (✓} o ¢ C> uj � W Q Nz ~ J N z 01 ❑ aw z ❑ � ° o Q IL 0 uj ±z co ❑ of DO IL w m = •3 � � N ❑ z w a � u~i ATTENTION: U 0 112 1 9 a01i IF THIS BAR HOES NOT MEASURE r i a 1"ON 2244 SHEET or 112" ON 3 w 11x17 SHEET,THEN DRAWING IS a Z NOT TO SCALE to Cry ¢i I.0 DATE: 2120120 M O !- PROJECT: 180364 m cc SHEET: R V �S5�8KA1, £N� fi 10 20 40 60 17915 sA� z- 0-70�c OF "' °' EMI►D.G cn G) C� �^ Fz e O[D co - C M N [7 N [6 N LA ¢U a` m °+o`ao 0 � � rn i pip ❑� O N MN O N w � !J Ur v Q �} �j O N fl rr�-� N ❑ ❑ W 1 ❑ a N O to of N W W °v N - m Q w 0. B LU C) 1 CONSTRUCTION 12.5 © ..- �- CB-05 r� !m w r 20+00 ¢ W 1 CENTERLINE 21+00 21+60 � z 1 12.5 CEDAR CR ST LANE c� I — I I 2s.0' I I m ]] W C7 1 a a ¢ 2 w 1 EVERGLADE LANE 9 w I � (PRIVATE ROAD) w ❑ 2 m 30+00 F- 31+00 31+56 m uiEl W1 (PRIVATE ROAD) 12.5' O I------- - W -f { 29.0' - - { I i 9 ca H LU 1 —0. I D 2 1 CONSTRUCTION , --- CB-02 I, 2 12.5' CENTERLINE ED 1 CB-04 r LLf Q W 1 - - �� -# --� 01 JJ� - - _ U # IL in o O o E.VICTORY ROAD m 6 N N ~ N H CaM ° N C3 L) 1e7 g CV ❑ o i ❑ N + CO CV N N N U] z It U d tom}0 it ~ Q Ilf{] pp ~ U)CO Z 0 O� ❑ Cf q COco O{cy •"N 0 + a U U SITE KEY� ti � U a ¢ ". NN a a v ---- - t ---- °e t�!]� L~ii� NTS to --- PARKING LOTS w [ • 0 �; N SEE SHEET C5.D2 n a N 2�i 46 0 Of a J H U F- 2690 2690 D U) z w EE** u] YILd __ - - - - - - - - - - -- - - - - D z U W 2 ❑ - - - - - - - - -- - - - - - W a W r, o a 0 o o mrl- CD NOTES W r i w z a 0 { IQr, n"i , N- 2690 6 o o cq 2690 STOP SIGN{R-1)AND STREET NAME SIGN(ACHD-1 INSTALLED PER ACHD 0 2� 'o O o U) II N o II N o + h- ,ri m d N SD-1114 >- W m � W fn ¢ II N 0 ¢ I I O m v C.) L u � f-- w II N F- J �? N + ry a INSTALL TRASH ENCLOSURE WITH TYPICAL CONCRETE PAVEMENT SECTION. ' w j w ii nt°i � _'a M N m N SEE ARCHITECTURAL PLANS FOR WALL DETAILS. j _ 0. o a 7 a s a m w � J F CD w ❑ Q ff w > o n. _ In - w z a 0. APPROXIMATE FINISH N w 7 L7 w N J Iri o W Uj Q ❑ ¢ GRADE AT STATION LINE a LL d 0. w t� 2685 2685 4 , a APPROXIMATE FINISH _ n ° 0 Lu m a g 2Qp°� -0.45% - GRADE AT STATION LINE w LL� ¢ m + - U -2.Op96 0.65% 70. r uj m Z N 0 L w (D op + Lu w O � q 0 0 O ,n �.�---- fJ] z [n � � z N N N NOTES Lu coo cnn APPROXIMATE EXISTING 2685 ~'a w�------ --------T--- --~r--r�— 2685 GRADE AT STATION LINE a 1, ALL TOP OF CURB ELEVATIONS AT OR NEAR THE PEDESTRIAN RAMPS ARE DEPICTING STANDARD U a CURB HEIGHT.CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS IN Ew. APPROXIMATE EXISTING ACCORDANCE WITH ADA REQUIREMENTS. Of GRADE AT STATION LINE 2. ALL PEDESTRIAN RAMPS ARE PER ACHD SO-712C3 WITH TRUNCATED DOMES PER ISPWC SD-712 z UNLESS OTHERWISE NOTED. `a uj 2680 _ _ 2680 y ` , v , r' 3. ALL ACCESSIBLE ROUTES TO MEET OR EXCEED ADA GUIDELINES.ACHD AND ENGINEER OF w m m m RECORD MAY CHECK CROSS SLOPES AFTER CONCRETE IS POURED.ANY SLOPES EXCEEDING J z � `� `�" ` � `� � 2682 _ 2682 ALLOWABLE MINIMUMS OR MAXIMUMS SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF T THE CONTRACTOR.CONTRACTOR SHALL VERIFY SLOPES DURING STRINGLINEIFORMING PROCESS. LL O = N � Lr>q W N 19+75 20+00 20+50 21+OG 21+50 21+75 m m LO m 00 (D La w 4. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.4%PER ADA REQUIREMENTS.THERE ARE NO N cov N N 04 nC%j i° N TOLERANCES ALLOWED. r� O - VJ 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS,CONTACT ACHD INSPECTION FOR n d U EVERGLADE LANE PLAN AND PROFILE �9+75 30+00 30+50 31+00 31+50 31+75 VERFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. ❑ © 6. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A ' ❑ g VERTICAL SCALE: 1"=2' NO-CHARGE RIGHT-OF-WAY PERMIT. $ HORIZONTAL SCALE: 1"=20' cl: O CEDAR CREST LANE PLAN AND PROFILE 7. SEE SHEET Ca.00 FOR STORM DRAIN SYSTEM DETAILS AND CATCH BASIN DETAILS D Q o VERTICAL SCALE: 1"= 2' 77 O HORIZONTAL SCALE: 1"=20' ❑ ❑ L z Z a O J EL 0 n } N ¢ N w N w " 0 Ji>> 3z ❑a w 0. O (D H 0 z 0 Q O 8 Ix a C � o 0. m ` w rn = c 3 N m � a z o c z ATTENTION: L 0 112 1 m = m IF THIS BAR DOES NOT MEASURE L3 1"ON 22x34 SHEET or 112" ON w 11x17 SHEET,THEN DRAWING IS z NOT TO SCALE m�} � MI w DATE: 2120120 O c I- PROJECT: 180364 m O o SHEET: J C5.O 1 �sko%AL �HG x Vs 0 15 30 60 90 17915 OF D.GR� N x N ❑ ❑ w I NC=2684.73' uj cc W z � 0 W °r STA=61+58.4I(LP) L,I,J ¢ w a. z LLI _ z m � b U ¢ CB-03 6 STA=60+60.82ui . W SEEPAGE BED (fy , O w I 61+88 W t ' 61+00 _ = SGT-05 u, L? c w _ � rR-4' 12 in �- R=2'--, /-R=2"i _, 2 �/ I � LLI {rJ 13 W TITANIUM AVENUEV. p. _ � o SEE SHEET C5.00 ,* I : .. ,. C I ID a t6+ C7 c0 G N IS 0 E.VICTORY ROAD v � q UQ U + f1] Z c>t� tom F Z O N N N 0 h � ry �co �- I W rUn TITANIUM AVENUE p SITE KEY o I - - - -- - - NTS °w I ao --------------- - I- - m ;+ :, _ :.T. TITANIUM AVENUE f ,. a - SEE SHEET C5.00 .'v _ _ _ TITANIUM AVENUE �'� NOTES D SEE SHEET C5.OD h STA 0+46A6 NC=2689-43' 1, ALL TOP OF CURB ELEVATIONS AT OR NEAR THE PEDESTRIAN RAMPS ARE DEPICTING STANDARD F R-8 STA=40+53.73{PC R=3'-J } 4 STA=40+49.27(PT) CURB HEIGHT.CONTRACTOR TO ADJUST CURB HEIGHT AS NEEDED FOR PEDESTRIAN RAMPS II+i o m I i NC=2688.31' { fi NC=2689.17' I f ACCORDANCE WITH ADA REQUIREMENTS. w I ° R=22. w r- ! . { I 2. ALL PEDESTRIAN RAMPS ARE PER ACHD SD-712C3 WITH TRUNCATED DOMES PER ISPWC SD-712 w TDC=2888.11' LP t. CONSTRUCTION I I UNLESS OTHERWISE NOTED. z _ f 1. . 0 YI CENTERLINE 0 �a� ' I ' T = 3. ALL ACCESSIBLE ROUTES TO MEET OR EXCEED ADA GUIDELINES.ACHD AND ENGINEER OF Q z ch Q S rn TDC=268822'(HP] ' RECORD MAY CHECK CROSS SLOPES AFTER CONCRETE IS POURED.ANY SLOPES EXCEEDING g of w U ra ��' l II cm�c -` I I 5 ALLOWABLE MINIMUMS OR MAXIMUMS SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF W IL w r+ m 0 rp a,Lj�' . T rn D U CO rn THE CONTRACTOR.CONTRACTOR SHALL VERIFY SLOPES DURING STRINGUNEIFORMING PROCESS. W .6 0 I . I + N h CO d m` d ao r p m ry SEEPAGE BED 2 u] Q w a N !! m m�. m a�j F- jjr r 3 i o z ~ w = O ; U II �� ar -, M .n ry m a. _! oil y,x 10 4. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.01a PER ADA REQUIREMENTS.THERE ARE NO � p � (0 Q + in ¢ 'co, n II o m M ° m ti $ _ } 3.0'I TOLERANCES ALLOWED. W M H w 0 rn n v U Ly+ N N U w no co 5TA=40+84.20(PC) :1 I - STA 41 x �1 wCO z O M U + N r NC=2687.99' NC=2688.90' 0 Q w • f II U�+� I _�' PT 5- PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS,CONTACT ACf ID INSPECTION FOR z w a { ¢ 11 � u STA=41+27.85[ ] VERFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. v) ❑ Q o 'r ur a 5TA=41+34.89{PT} pC Q p er a { R=4' TVC=2688.46' W { `� N NC=2687.75' { 7�'"Y~ 6- SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A Q Q •r °--• _ .�;. + - STA�1+34.82(PC) NO-CHARGE RIGHT-OF-WAY PERMIT. u1 pp � o U z w TOL~2fi87.85' r'R=93' { z o ¢ 5D SD -.:r_.' F SGT-03 +� o NC=2688.40' ■ �*y Z U �; '_ �• , 7. SEE SHEET C8.00 FOR STORM DRAIN SYSTEM DETAILS AND CATCH BASIN DETAILS 5D TDC=2fi87.81' - _ STA 1+40.40 0 w �} Y.�o. yr� ! j` NC=2688.78' U' U ra I ''•' �' • ' TDC=2687.60'�.. ..° - R=4' 5TA=4i+36.9n{PC} ? N - E _ FF=2687.00; r TOC=2687.74' NC=2688-38' w p O 1 , cr) z m °� 2 - d EL F I cc} o M a N _ N TOC=2687.09 {LP} }� �' 18' KEY NOTES w f° NLn � N '�N to S0004m I 1 u u m + �r;r m + to rn W�rn TdC=2687.46' D N ry ,Nr, ' 31. 1 STOP SIGN{R-1}ANC}STREET NAME SIGN{ACHD-1109}INSTALLED PER ACHD II a i+In N TDC=2fi87.29' I '• SD-1114 U U Q U¢ U¢ TOC=2687.18' N o N I 2 INSTALL SIDEWALK PER ISPWC SD-709 N N _ !: to 6 in cq N L] in r� TOC=2687.39' [O N r! na m vo ao CO in - O r� 00 h N 4- {. r SO SO Lfl O1 as m rs r� rz v N N N iv r N LO m m N N ra N v ti T' Q j t- o -N I 3 ] INSTALL PED RAMP WITH TRUNCATED DOMES PER ACHD SO-712G 13 QJ~ a Q r + ry m + 1i7 II 11 II Iri [O N {I m + Iri m cO U m to it 11 �N � I� 2 � Q.. �� r] d' C j co M + ro c1 i� S0 U- 7D 20 c+i In N 0 U c0 m N L3 U U cm+!-n � u Su m + N o m io o rn tic`? m " N o N'i N u L6 n Q m 'n ~ � + O N N d m + {�¢ N� co r' 60+ to 4 J INSTALL VALLEY GUTTER PER ISPWC SD-708 J 11 II -S►j•• C] S4 N• F^ 11 U 0 .0 !I Il q [+7 [�rV l!� ti I I Ld p n N CO + C.�¢ 1! !I L.)¢ ODD U ,} 00 Lj N N I!'] L] 0 0 h ~ U¢ N�n h II II r q r C+I � ~SON m t - 10 N' �t] UF¢- �uh5 W a V 'o ao + II II d h- h u n �N UQ n r` rl >`M m mNVt 'S + cc CO m [p N e i N j 0 F LI) CO [O + a0 + N II IS N 0 z I +� m cs, N U¢ ui !I h 4 II N,� }' h h M N o cn o it N U¢ n q 5 INSTALL VERTICAL CURB PER ISPWC SD-701A r m z E ii'ii N V N M co Q 0 U U SO 11 I1 N!II O 6 Uhl (`� OLL m �¢ U U D N h h a h �¢ F¢ F Q `I} `�' w x 0' o 3 h �� � N h rn ~'._a v UO -� INSTALL VERTICAL CURB&GUTTER PER ISPWC SD-701 m LJ c �. 0 2 2 2 _-.-- -- - 9 10 INSTALL PARKING STALL{TYP.) h I 5 - 5 5 [ 5 )1 5 - w Q `� I SEEPAGE BED - _ 11 1 +`�I y 5 f 4 CB-07 11 INSTALL HANDICAP PARKING STALL PER ADA REQUIREMENTS a SGT-01 Q 1 3 G 10 ❑ U g R=2' R=2, R=2, R_2 L � R=1' R I 12 INSTALL HANDICAP VAN ACCESSIBLE PARKING STALL PER ADA ¢ 2 12 R=2 R-2 R_3 10 b REQUIREMENTS E uw] o ----- -- - ---� - nl¢ I 13 INSTALL HANDICAP ACCESS AISLE PER ADA REQUIREMENTS ��// m N Ir, �- - F - -T - 4 tr - - - - ¢Iw { L.L w W+ 53+00 52+00 C° 51+00 m 50+00 1 3 N CB-08 6 �"� R=2' - R=2' CONSTRUCTION I �: I #4 PROPOSED GRAVEL ROAD FOR EMERGENCY ACCESS,SEE SURFACE ❑ m D - _ R=2' , `} CENTERLINE f TREATMENT DETAIL- 7 w in R=1'��.. Rom. L 16 m I / - 5 ni ?o I 15 PROPOSED GRAVEL ACCESS ROAD FOR PUBLIC UTILITY EASEMENT,SEE 0 J I �� m o STA=43+03.40 SURFACE TREATMENT DETAIL. 0 ar 2 -+ f, TVC=2689.43' 0 io Lu a, _ [� STA=43+03.40(PC) N a } NC=2688.97' a r z STA=54+43-05�PT} STORAGE UNITS,SEE m� Iri N STORAGE UNITS,5EE r ry ¢ ARCHITECTURAL PLANS `A~ � N m STA=43+06.90{PT} �NC=2682.96' cv ca N K6 ARCHITECTURAL PLANS c' TOC= 82.19'-• + m II -+ o M ^STA=54+45.05 U + N NC=268$.84' w 19 ry P TVC=2682.95' N^ �'i' m " STA=43+18.40 r� N w I tr N C4 U ° a � Cc 't q=7 M F oo ! TVC=2688-90' V J o, m" r'a h mN + �[L raw U 3 �� ��,-0 Z9m (n L6-q N mN ro a w OD 2$ cn + N� m� W + U II N� � m ��, I ❑ 0 N cr] t+ N try N Q I! CA 'co,n a m of A io LL 0 � 2 + C',ID ¢ N ¢� ° � I �' � a 15.00 I m 0 r M Ij a w C T 15 PARKING LOTS PLAN I VERTICAL SCALE: 1"=3' w HORIZONTAL SCALE: 1"=30' o � h c tr! D S 9 rn Q i 12 1 m = t h IF THIS BAR DOES NOT MEASURE 1"ON 22x34 SHEET or 112" ON W 11 x1 7 SHEET,THEN DRAWING IS NOT TO SCALE a ¢I W DATE' 2/20120 ch FL PROJECT: 180364 M � a m SHEET: 5.V� ycl��t EN 0 15 3a sa 90 17915 J'� Z-&-2c] o ❑ r lac OF Q :z /- 1N D. D W x 2 N z � x �N w N z Z Y O 7 C.D. ir N Q LLL d SSMH-2 SSMH-3 0° a ❑ cmuu • Lea k^+^-..-+-.�• _ 90.0° . d C94.U" E.VICTORY ROAD :.. 135.0 �. O S2 ------- --- ao -: F w z; 0 I a . Z;O -' STA=i6+17.0 SITE KEY a OFF�3.6' S3 "" Q= NTS INV=2679.4-r 1350' GENERAL NOTES: I �r '. Z Q ❑ I `' Q tlD' H r 1. REFER TO SHEET C3.00,FOR WATER CALLOUTS+ 0 go m v 2. REFER TO SHEET C0.01, SEWER NOTE#5 FOR z o MINIMUM SLOPE OF SEWER SERVICES. ❑ 3. REFER TO SHEET C0.01,SEWER NOTE#6 PERTAINING TO SEWER MANHOLES. > N iJ.1 f S2 m UJ LL1 I � N I ❑ o 0 � SEWER KEYNOTES: S1 4'SINGLE SEWER SERVICE PER ISPWC SD-511.MINIMUM p 5'SEPARATION BETWEEN SEWER SERVICES. F- FQ :r�^... . U STA=16+70.0 S2 6"SINGLE SEWER SERVICE PER ISPWC SD-511.MINIMUM 1 N OFF=132.1; S3 S SEPARATION BETWEEN SEWER SERVICES. CID INV=2681.24 INSTALL T TYPE CLEANOUT PER CITY OF MERIDIAN SD-S1,TO BE PRIVATE. W • '� a (34} SEE WATER NOTE#2 SHEET'CO.1,PERTAINING TO MAINS �11 =.�- f. :STA=16+70.0 �I Y1 a TI 4 OFF=159.2' S2 s SEE WATER NOTE#3 SHEET CO.1,PERTAINING TO 2 N Of Q FO o , `'y •4 _, INV=26$1.78' S5 SERVICES W w 0 u ..:.�.. � W ,� Z o a �n a z �I z `O 0 �1' W co ~ W ��/ ❑ Q O Q � = a rn u] ❑ Q h +'~, c%• t�-y S4 9a.o� o ua ¢ ❑ a IIIr� 133.4° 1 +00 +p 11+00 12+00 } W Q 0 . � in a- CD 0 REMOVE EX.CLEAN OUT AND 55MH-1 + L Za 19 �a U MAKE COMPATIBLE CONNECTION r w ,Yj N 0 w a TO EXISTING 8"MAIN.INV=t2674.94' o ` rn � O w p � US O (1) z m 2 U (L m r z z FF , N=696705.61 0 4 E=2465297.31 Si N o INV=2682.3' r 0 + r Z W 0 U) LU z c rn c EH - - - - - - — - - - - - - - - - - - Fo+a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `� — - - 0 pO LLI LL LL 09 t-NN W U) 0 11—.. .� _ — — — — — — — - 2r Q �❑ d — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — - w �17 A W� LL Nr 2 7> 7 _ _ rn Cr6NN (D < w d d �� �� rq [/lQ' ZZ Z �� 0 } NHF Z CL a O 2685 —— �u' `"'�' � _ ~`N zOa 2685 G �� �� ��w M r 2 Nam❑ - - --- - -- - - -- --- - Q (0 60 2 Z 2 Z 00 Q' — — — — — — — — -- -- — — — — — — — — — — — — -- - - — -- — — -- — — — — — — — — — — — — — — — — — — — — — --- -- — tn[nm ZZZ ❑ ❑ 2 4"PI CROSSING 0 16 V L s"wATER _L Q � 0. CROSSING - — — — 0 J a Lu 2680 2680 N ¢ 0 1 N W w 18"MIN W N — — — SEPARATION - . . . L=265' S=0.42% D=8" Lu a O REMOVE EX.CLEAN OUT AND F W p MAKE COMPATIBLE CONNECTION TO EXISTING 8"MAIN.INV=t2674+94' L=193' 5=0.42°I� D=8" wd - -- - L=29V 5=0+42% D=8" W } U) W � 2675 2675 4 W M O as d 3 m m � ❑ Lu 2672 _ 2672 c o 2 Ir, n cn N �n N co m n I. m o iD cv Ssp� N m o m OD qq' rD rD to -U ❑ C] M1 m CO It N q M q CR R 0! 00 q 00 4 DO a-- C7 n'7 r c7 cry OO 67 p7 C7 Fl- In LO m C4 N (V LV N N N N N N (N N N CV ai Go CD 00 CO 00 00 00 G6 00 pppp 00 CO CD CO 00 00 m to CD CD QD DO OD CO CN co CO Gp [p �p 0 � m 0 CD w rD m w 0 [p w m m F � [O f(pp �p Z N N N N N, N N N Iry N C'4 N N N N N N CY N cV N N, CY [�V CV N C�V N N RT7ENT)Q✓'1I- O — �, � 0 112 1 asIF THIS BAR DOES NOT MEASURE 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 16+00 15+50 16+00 16+50 17+00 17+50 17+75 1"ON 22x34 SHEET or 112' ON W 11x17 SHEET,THEN DRAWING IS SEWER A PLAN AND PROFILE NOTTaSCALE MI W DATE: 2120120 STA. 10+00- 17+50 PROJECT: 180364 CD N VERTICAL SCALE: 1"=3' SHEET: ® HORIZONTAL SCALE 1"=30' C6r n[� .r1[1 �S�aHAt FNc SEWER KEYNOTES: GENERAL NOTES: 51 5'SINGLE SEWER SERVICE PER EN SEWER SERVICES11 MINIMUM 1. REFER TO SHEET C3.00,FOR WATER CALLOUTS. A 2. REFER TO SHEET CO.01, SEWER NOTE#5 FOR 17915 6"SINGLE SEWER SERVICE PER ISPWC 5D-511.MINIMUM MINIMUM SLOPE OF SEWER SERVICES. ,p a-zo-2a p S2 5'SEPARATION BETWEEN SEWER SERVICES. 3. REFER TO SHEET CO.01,SEWER NOTE#6 A - �0'� 4 PERTAINING TO SEWER MANHOLES. 9J+ OF INSTALL T TYPE CLEANOUT PER CITY OF MERIDIAN ❑ SD-S1,TO BE PRIVATE. ¢ D.GRA o (S4} SEE WATER NOTE#2 SHEET C0.1,PERTAINING TO MAINS �I W N N 0 15 3D 60 90 SEE WATER NOTE#3 SHEET CO.1,PERTAINING TO ui " n i� ut 7 Lu SS SERVICES w z o 0 D w CL W p U Q -- - IR IR IR - IR L� kil O ——————"� E.VICTORY ROAD L7 O v t7 I . •.r SITE KEY SSMH� NT5 51 5TA=22+68.0 STA=22+68.0 51 OFF=40.5' OFF=23+5' INV=2682.58 ° INV=2682+5' oC I 90.0 gO.O° 1I •, � Z� 55 CL + O o O V 00 ci ci ¢ I •� z Lu ; 0 15 30 60 90 �• ... * a. :': o rr d o r r = S1 O F�0.5'4.8 n� STAO--FF 23.5 S1 c� J _ _ INV=2683Afi INV=2683"1' co �� I o z W S5 O O z U I m� 51 51 Z Q � SEE RIGHT, +.� � r = v w THIS SHEET * I W a' O ,. kil-, K� low— TP I LLI I +ir,o +�n o W w ff O1 77 - -�••r rJF/ I -.• �'• •_ �-• ' _ •. .,. w _ _ q I .. - ' ,R i.-•- •" '�:• - - n - .v I Q N �j N I } m w I L _y" I �, �� �L u) Q ti wZ o RIW s4 RI11V RNV S4 RNV _� ❑? Q z I o rn I Z �y W C9 H W a w{s" w{$" W{s W{8• W{8• H °° 0 o a a` I sera° _9a.o _ S. TITANIUM AVENUE 90-V $5MH$ — `' Q a w c. . 18+DO 19+00 20+0021 S5 W a < OSSTA�17+111_4 OFF=1p.0' cSS{8"} c55{8'] r55{$"} uu flC Q p • IIJV=2878.32' SSAAH — W{8• T g o I ' m U 9o.D� se.e EVERGLADE LN se.a° • U 55MH� RrW R/W I 31+00 1. I F Z N Z N o it a p — a55{8"}' ' <SS(8") I O W I . ; • :.. i r' Ur r4 CL so.0IL "' 0. 771 i.. �. ~ SSMH-7 x o D z f x . p U a x x s. 4 z _ a � Mop, i I '-_ ��o I w '�t6¢ i I I '+ aila. coeifN ev 0 cc c3 �' > r � I S2 •r I � ..a 51 � 5 E LEFT, c') 5 E SHEET C6Ao `+ x THIS SHEET _ I of I f1i I I W o W o W_ 2690 2690 LL � Z a o 0 C7 [] U �u. � �m �c;l- mp('0 - _ Go 00 — p 2690 - - - - - - - - - - - m ❑ vzs In � et°v H t-' ^� � 2690 i�a'06 w w m a°o ''►o°NI ❑ Q CO II dv ` 'Armco n o Lu II Il ZOO �- mac" — — — — — — — — — — — — — — �p [p V�1 F¢- E4 C 2uj C' Z 'n IrIV t J N�OO co W �a II RO � rG• ❑ ❑ [� ❑ t.1 Cow IV V)(n 0.+Z Z {l1 Ul Q.' 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L=112' S=0.42% ❑=8" 2fi77 2fi77 .- w A O u! eY t•} O w Cr7 t C7 I [rj M 4f W 00 06 00 cD [q ❑ ~ N N N N N N cwv N 0 z 2677 2677 o 5 m o r� m oo n c%� r- c%s In N v "" Lo N o m c' co n a7 a 29+75 30+00 30+50 31+00 31+50 32+00 m 111 47 r ut a cO N N ui rp N r- r- [V cV N N OV N N m C'3 r�}} m m to In m 11'] n Usi n In 0 Lo m Go 00 00 00 00 c0 00 00 00 00 00 00 m y' W w w 00 co GO 00 H m m w w oo m w w w m co m w w w to m m m cn w m m W ca N N N N N y N N [V v N CV cm N N CV N N N N N v N ATTENTION: ❑ Z 0 0 V2 1 µ' = 17+25 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 IF THIS BAR DOES NOT MEASURE N w 1"ON 22x34 SHEET or 112" ON v� w 3 w 11 x1 7 SHEET,THEN DRAWING IS SEWER B PLAN AND PROFILE SEWER C PLAN AND PROFILE NOT TO SCALE ¢I W DATE_ 2I20120 STA. 17+50-23+00 STA. 29+75-32+00 PROJECT: 180364 a VERTICAL SCALE: 1"=3' VERTICAL SCALE: 1"= 3' HORIZONTAL SCALE 1"=30' HORIZONTAL SCALE 1"=30' SHEET: J UNPLATTED �� �,• s1 7915� 7 Q _..-- ------- —T— _ � ------- — -- .._ — �_.._------_— ---- _ _ __—_ � � ��T TF o� _ ------ ------- ----- ❑❑ -: i O ; . 0 15 3fl 60 90 N x ' I-- I i _ I - n w z z y o I l i -• I N a W T U a: - I I C, 2 d ! I m C Q i I :. i 1 1 I ❑O ° 1 I 1 I Lu 1 I } 4 • +`. I _ _ EVERGLADE LANE _ e I f I N Ld (PRIVATE ROAD) I :r 5 5 1 I CO Z O IL I a _ E.VICTORY ROAD �.d Lu W 0. U M1 C-D.CA �• ■• � � � o ti': ,• o SITE KEY NTS � I I - - -•-- -------- - --�--__— NOTES I o 1, ALL S fREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE z (n I , I WITH THE CURRENT VERSION OF THE 1SPWC,THE MERIDIAN Of .. :_ . . .. wr_ + I SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ,n w s ELECTRIC CODE. in I—FGI y• �y � U } _———— — ___ _ _ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TOtj 2 O , STARTING WORK.USE THE ONLINE CITIZEN PORTAL AT W w U •y I Ld HTTPS:IICITIZENPORTAL..MERIDIANCITY.ORGICITIZENACCESSI TO OPEN W z ut � L LL i I �. .� ❑ A PERMIT AND REQUEST INSPECTIONS. � Q z z z I Ly p � co I Z 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE a > � 0 fl Z REINFORCING,BEDDING,BACKFILL,AND FOR THE POLE AND 7 M O ~ z w Q ASSOCIATED WIRING- CC ❑ Q I - 2 I ui 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM TREES,5'MIN. W ut '• I I FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS- D ¢ o i I I o 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS- ¢ I I ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THEU) INN Z ty Q ■. Lu STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD COPY TO cNy Z v ❑ w 1 I � �' � THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING n's U C� w I W ¢ FINAL INSPECTION. N N n LJJ I I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR , O o �} I I i -.: . .= Q tY ❑ u7 z III 2 U) I _ Z (208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS,OR TO z D aQ ACCESS LOCKED METER PEDESTALS. C) n z } I ¢ a Lij = z H o ,� I I I - •, i o o I I { � :..• LEGEND z I I I o m I I u� v ❑ PROPOSED STREET LIGHT 7 i' ' I I D a c� z I I 4. til - - 1 I I LL v I I x i CEDAR CREST LANE ,: KEYNOTES: (!] V J rn a ° i I co. I (PRIVATE ROAD) I V TYPE 2 STREET LIGHT,OWNER TO SPECIFY,#NSTALL U I U u PER CITY OF MERIDIAN T8. x Lu '■' y 4 Z H _ I } 0 ———— — ---cri N Q _, I N i �1I wI U) z � .►J 2 ` _ Z _ Y. C7 .� D J LL _ w O � w 2 a � �. -- IR IR — 1R - I IR --- IR a - 2 .� IR 3 iR wv uj 1 RLi m SD _ ,... _ 1 w O �2 U � ATTENTION: 0 G G G _ G 6 1!2 1 G G _ — G G G G G G N W W W W W W W -� w W—EFEP —f� EP IF'ONIS B22x344 SHEET AR DOES Oor2 ON MEASURE W 11x17 SHEET,THEN DRAWING IS z - - - "` - - �" - - — — - - - — — � VICT(7RYROAD_ - - - - - - - - NOT TO SCALE z (PUBLIC ROAD) DATE: 2120/20 55 —-- 55 ss S5 55 55 5 55 — sj 55 CIS 55 55 S 55 — PROJECT: 180364 rs ~ C7 SHEET: o O 9 n n