Public Utility PlanR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/WR/WR/WR/W
R/W WWWW
SD SDSDSDSD SD SDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSS
SSSS SS SSSSSS
GIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRIRRTIVIVIVTIVUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGGGT T T
IRRIRRIVIVIRRIVIRRIRRIVIVIVIRRIVIVIVFIRRIVIVIVIVIVIVIVIVIVIVSSS
D
SS SS SS
SWWWWW
W W
WWWWWWWGG
G
G
G G
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
G
G
GUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPU
G
P
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWTBM5/8" REBAREL:2560.87'DDDDDDDDDSSSSSSSSSSSWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWWVWVWDEWVD30' McMULLEN LATERAL EASEMENTEXCEPTION 13, 14, 17 & 295' PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE EASEMENTEXCEPTION 14 & 2910' LANDSCAPE BUFFER AND PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE EASEMENTEXCEPTION 14 & 2925' LANDSCAPE BUFFER, PRESSURIZED IRRIGATION & ACHD SIDEWALK EASEMENTEXCEPTION 14 7 2930' McMULLEN LATER EASEMENTEXCEPTION 13, 14, 17 & 293' ACHD SIDEWALK EASEMENTEXCEPTION 18 & 293' ACHD EASEMENTEXCEPTION 18CITY OF MERIDIAN SEWER AND WATER EASEMENT30' McMULLEN LATERAL EASEMENTEXCEPTION 13, 14, 17 & 29VANVANVANVAN
VANG-04G-05G-06Maintenance /StorageG-01G-02G-038''SD6''SS6''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''SS
6
'
'
S
S
CO6''W6''W6''W6''W
SANREF.72"TVP
M
P
M
PMPM
PMPMPMPMU/CU
/
C 42"42"42"42"42"BISTRO131POOL124WOMENS RR108POOL MECH106SAUNA126STEAM125WELLNESS121WELLNESSOFFICE120SALON122DIRECTOR116WORKROOM117MARKETINGMGR114BUSINESSMGR115CHANGING128CHANGING129FITNESS130MARKETING113MENS RR107VEST123CONCIERGE110HALL119MAIL111VESTIBULE101PRIVATEDINING135CASUALDINING134KITCHEN137BREAK RM141FORMALDINING132LOBBY102CORRIDOR103STAIRS129OPEN CHEF'STABLE136CORRIDORN121STAIRN130IDFN129TRASHN127TRASHDISCHARGEN128STAIRN131WALKER109STAIRS128IDFS127TRASHS125TRASHDISCHARGES126CORRIDORS121ELEV EQN122ACHANGING127ELECN126STOR104ASTORAGE/HSKPN123STOR118STAIRN124STORAGEN125HSKP/ELECS123ELEV. 1ELEV.1ELEVELEV.2EQS122ASTAIRS124STAFF RR143MPOE144IDF142HSK/L140OFFICE139CORRIDOR104WAITING105BUILDING 2BUILDING 1UNIT A1N109UNIT A4N108UNIT A1N110UNIT A2N111UNIT A4N107UNIT S1N106UNIT S1N105UNIT S1N101TYPE AUNIT S1N102UNIT A5N119UNIT A5N120UNIT A2N112UNIT A2N117UNIT A2N118UNIT B2N113UNIT B2N116UNIT B1N114UNIT B1N115*TYPE AUNIT A5N104UNIT A3N103UNIT A1S120UNIT A1S108UNIT A2S103UNIT A4S114UNIT S1S111UNIT S1S112UNIT A3S109UNIT S1S107UNIT S1S106UNIT A5S110UNIT A2S104UNIT A1S101TYPE AUNIT A2S118UNIT B2S105UNIT B2S102UNIT B1S115UNIT B2S119UNIT A4S113UNIT A2S117UNIT B2S116MECH146ELEC1458''SD
North Apartments4 Story BldgClubhouse2 Story BldgSouth Apartments4 Story Bldg8''SD12''
S
D
8'
'
S
D
8''SD
8'
'SDCO8''SD12''SDCOCOCO8''SD
CO
8'
'
S
D
C
O 8''SDCOCO8''SDCO
8''SD
COCO
C
O SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD12''SDSDSDSDSDSD8''SS8''SS8''SSSDCO
SDSDCOCO
COSANMTR GG G G G G G G G GEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGFSFS4''WMTR
F
SCO
COCOCOSDSD168-LF 6-IN C900411155565661.12221124520'EASEMENT20'
EASEMENT 20'WATER EASEMENT250-LF 8-IN C900269-LF 8-IN C900119-LF 8-IN C900102-LF 8-IN C900169-LF 8-IN C900 312-LF 8-IN C900 66-LF 8-IN C90028-LF 8-IN C900SSMH 148-IN MH PER ISPWC SD-501RIM: 2561.12±IE OUT: 2554.72, 8-IN PVC (N)SSMH 248-IN MH PER ISPWC SD-501RIM: 2560.22±IE IN: 2553.50, 8-IN PVC (S)IE OUT: 2553.40, 8-IN PVC (E)37-LF OF 8-IN PVC AT 0.40%51-LF OF 6-IN PVC AT 2.91%FF: 2562.75FF: 2562.75FF: 2562.7520-FT GRAVEL ROAD
20-FT GRAVEL ROAD66' MIN.6IE: 2557.5050-LF OF 6-IN PVC AT 2.00% MIN.57-LF OF 6-IN PVC AT 2.00% MIN .4633IE: 2556.151.2778910988101268-LF 6-IN C9007-LF 6-IN C900131417161556IE: 2558.50IE: 2556.0044-LF OF 6-IN PVC AT 2.00%S&G 11500 GAL. GREASE TRAPRIM: 2562.36±IE IN: 2557.67, 4-IN PVC (W)IE OUT: 2557.33, 4-IN PVC (E)211-LF OF 4-IN PVC AT 6.33%27-LF OF 4-IN PVC AT 6.33%14-LF OF 6-IN PVC AT 7.69%13-LF OF 4-IN PVC AT 5.00%4623-LF 4-IN SS AT 2.00% MIN.32320'WATER EASEMENT20'WATER EASEMENT20'
WATER EASEMENT 66-LF 4-IN C90061-LF 4-IN C90067-LF X-IN FIRE SERVICE34-LF X-IN FIRE SERVICE31-LF 4-IN C90090°'69-LF OF 6-IN PVC AT 2.00%18Horizontal Scale: 030'60'1" = 30'Site Utility PlanSewer Keynotes:Sheet Notes:1.THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THEPROJECT ENGINEER PRIOR TO PROCEEDING WITH THE WORK.2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN ANAPPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHOCODE CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGEPREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OFALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTORAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THEAPPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACTLOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.3.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FORREFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.4.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATESTEDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILLSHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. THRUSTBLOCKING SHALL BE CONSTRUCTED PER ISPWC SD-403.5.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDINGCONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO 5'-0" OF BUILDING(EXCEPT AS SPECIFICALLY NOTED OTHERWISE).6.ALL WATER MAIN LINES SHALL BE ANSI/AWWA C900 OR C909 CLASS 150,DR18 PVC.7.ALL WATER SERVICE LINES SHALL BE ANSI/AWWA C901 CLASS 150, DR7POLYETHYLENE (PE) OR ANSI/AWWA C900 CLASS 150, DR18 PVC WHERENOTED.8.BOTH DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACKFLOW PREVENTIONDEVICE AT THE POINT OF ENTRY TO ANY BUILDING. THE TYPE OF DEVICE ISCONTINGENT UPON THE DEGREE OF HAZARD.1.CONNECT TO EXISTING SANITARY SEWER STUB. CONTRACTOR SHALL VERIFYSUITABILITY OF CONNECTION PRIOR TO CONSTRUCTION AND CONFIRM SLOPESARE ACHIEVABLE. BRING ANY DISCREPANCIES TO ENGINEER.2.INSTALL GREASE INTERCEPTOR PER MECHANICAL PLAN.3.INSTALL STANDARD 48-IN MANHOLE - TYPE A PER ISPWC SD-501. REFER TODETAIL 5/C5.50 FOR MORE INFORMATION.4.INSTALL STANDARD 4-IN CLEAN-OUT PER ISPWC SD-506A.5.INSTALL STANDARD SEWER SERVICE PER ISPWC SD-511. SIZE AS NOTED.6.COORDINATE WITH BUILDING MECHANICAL FOR CONTINUATION INTO BUILDING.#Water Keynotes:1.CONNECT TO EXISTING WATER STUB, CONFIRM SUITABILITY OF CONNECTIONPRIOR TO COMMENCING CONSTRUCTION, BRING ANY DISCREPANCIES TOENGINEER.1.1.INSTALL 1-8" 45° BEND AND THRUST BLOCK PER ISPWC SD-403.1.2.INSTALL 1-8" TO 6" REDUCER.2.INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8.3.COORDINATE WITH BUILDING MECHANICAL FOR CONTINUATION INTO BUILDING.4.INSTALL 4-IN WATER METER PER CITY OF MERIDIAN STANDARD DRAWING W5.5.INSTALL 2-IN WATER METER PER CITY OF MERIDIAN STANDARD DRAWING W4.6.MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF POTABLE ANDNON-POTABLE WATER LINES PER ISPWC SD-407 AND CITY OF MERIDIANSTANDARD WATER NOTE NO. 3, REFER TO SHEET C0.00. IF SEPARATION IS NOTACHIEVABLE, SLEEVE FIRE SERVICE AND DOMESTIC SERVICE LINES PER CITYOF MERIDIAN SD SW1 & SW27.INSTALL 1-6" 90° BEND AND THRUST BLOCK PER ISPWC SD-403.8.INSTALL 1-8" 22.5° BEND, 1-8" 11.25° BEND AND THRUST BLOCK PER ISPWCSD-403.9.INSTALL 1-8" 90° BEND AND THRUST BLOCK PER ISPWC SD-403.10.INSTALL 1-8" x 6" TEE, 1-6" GATE VALVE AND THRUST BLOCK PER ISPWCSD-403.11.TAP EXISTING WATER MAIN AND INSTALL 1-8" ON 8" TAPPING SLEEVE AND 1-8"TAPPING VALVE.12.INSTALL 1-6" 45° BEND AND BLOCK PER ISPWC SD-403.13.CUT INTO EXISTING 8" WATER SERVICE STUB FOR FIRE SERVICE CONNECTION,INSTALL 1-8" x X" (COORDINATE SIZE WITH FIRE SPRINKLER DESIGN) TEE.14.INSTALL 1-4" 45° BEND AND THRUST BLOCK PER ISPWC SD-403.15.INSTALL 1-4" 90° BEND AND THRUST BLOCK PER ISPWC SD-403. COORDINATEWITH BUILDING MECHANICAL FOR CONTINUATION.16.INSTALL X" 45° BEND AND THRUST BLOCK PER ISPWC SD-403.17.INSTALL X" 90° BEND AND THRUST BLOCK PER ISPWC SD-403, COORDINATEWITH BUILDING MECHANICAL FOR CONTINUATION AND FIRE SPRINKLERCONTRACTOR FOR FIRE SERVICE SIZING.18.INSTALL BUILDING-MOUNTED FIRE DEPARTMENT CONNECTION. COORDINATEWITH BUILDING MECHANICAL AND FIRE SPRINKLER DESIGNER FORREQUIREMENTS.#Dry Utility Keynotes:1.ELECTRICAL TRANSFORMER LOCATION. COORDINATE INSTALLATION WITHIDAHO POWER AND SITE ELECTRICAL PLAN.2.GAS METER. COORDINATE WITH BUILDING MECHANICAL AND INTERMOUNTAINGAS FOR MORE INFORMATION.3.GAS SERVICE PIPE ROUTING, SHOWN ONLY CONCEPTUALLY. COORDINATEWITH BUILDING MECHANICAL AND INTERMOUNTAIN GAS FOR MATERIAL,SIZING AND CONSTRUCTION OF PIPE. COORDINATE WITH ACHD AS NECESSARYTO CONNECT GAS SERVICE TO MAINLINE.#Project No:Drawn By:Date:In Association With:PRELIMINARYNOT FORCONSTRUCTION03/16/20CR19-03-076Investcor Development
Ten Mile & McMillan
Meridian, Idaho
Construction Documents
100% CD Bid SetMeridian Independent LivingC5.00Site Utility Plan 03/12/2020
SS MAIN: Sta. -1+00 - 3+50HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'254525502555256025652570254525502555256025652570-1+000+002559.7
2561.12
2559.8
2560.86
1+002560.3
2561.04
2560.2
2560.97
2+002560.1
2560.31
2561.9
2560.18
3+003+50IE OUT: 2554.72, 8-IN PVC (N)SSMH 148-IN MH PER ISPWC SD-501RIM: 2561.12±203-LF OF 8-IN PVC AT 0.60%IE IN: 2553.50, 8-IN PVC (S)IE OUT: 2553.40, 8-IN PVC (E)SSMH 248-IN MH PER ISPWC SD-501RIM: 2560.22±37-LF OF 8-IN PVC AT 0.40%PROPOSED GROUND ATCENTERLINE PIPEEXISTING GROUND ATCENTERLINE PIPEEXISTING GROUND ELEVATION AT CENTERLINE PIPEPROPOSED GROUND ELEVATIONAT CENTERLINE PIPE12-IN STORMDRAIN CROSSING4-IN WATER SERVICE CROSSING W/WATER CLASS PIPE SLEEVE. REFERTO WATER KEYNOTE 6, C5.00X-IN FIRE SERVICE CROSSING W/WATER CLASS PIPE SLEEVE. REFER TOWATER KEYNOTE 6, C5.00IE IN: 2553.07, 8-IN PVC (W)IE IN: 2553.00, 8-IN PVC (S)IE IN: 2553.07, 8-IN PVC (E)IE OUT: 2552.85, 8-IN PVC (N)EXISTING SSMHRIM: 2559.97±44-LF OF EXISTING 8-IN PVC AT 0.40%NOT VERIFIED BY ENGINEER,CONTRACTOR SHALL EXPOSE ANDCONFIRM AT COMMENCEMENT OFCONSTRUCTION. ADVISE ENGINEEROF ANY DISCREPANCY.CONNECTION TOEXISTING SANITARYSYSTEMR/WR/WR/WR/WR/WR/WR/WR/WSDSDSDSDSSSSGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRIVIRRIVIVIRRIVIRRIVIVIVWWWWWWUGPSSSSSSSSSSSSSSSSSSWWWDDDDSSSWVWVW6''WSAN8''SD8''SDSD12''SDSDSD8''SS8''SS8''SSSANEGEGEGEGEGFSFS4''WMTR0+001+002+002+83.93
20'
EASEMENT SSMH 148-IN MH PER ISPWC SD-501RIM: 2561.12±IE OUT: 2554.72, 8-IN PVC (N)203-LF OF 8-IN PVC AT 0.60%37-LF OF 8-IN PVC AT 0.40%SSMH 248-IN MH PER ISPWC SD-501RIM: 2560.22±IE IN: 2553.50, 8-IN PVC (S)IE OUT: 2553.40, 8-IN PVC (E)90°'POTABLE / NON-POTABLECROSSING. SEE PROFILE BELOWEXISTING SSMHRIM: 2559.97±IE IN: 2553.07, 8-IN PVC (W)IE IN: 2553.00, 8-IN PVC (S)IE IN: 2553.07, 8-IN PVC (E)IE OUT: 2552.85, 8-IN PVC (N)44-LF OF 8-IN PVC AT 0.40%(TO BE VERIFIED)Project No:Drawn By:Date:In Association With:PRELIMINARYNOT FORCONSTRUCTION03/16/20CR19-03-076Investcor Development
Ten Mile & McMillan
Meridian, Idaho
Construction Documents
100% CD Bid SetMeridian Independent LivingC5.50Site Utility & Drainage Details DOWNSPOUT SIZE PER ARCHITECT6" PVC PIPE CUTFLUSH WITH TOP OFCONCRETE.FINISH GRADE PER PLANEXTEND 6" ROOF DRAIN LEADER PER PLAN. PROVIDEAPPROPRIATELY SIZED TEE, WYE, CROSS ORREQUIRED FITTINGS AS NEEDED.BUILDING WALL24" MIN.6" STORM DRAIN PIPING &BEND AS NEEDED TO AVOIDFOOTING AND ESTABLISHDEPTHNOTE:ALL PIPE CONNECTIONS/JOINTS SHALL BE SEALEDWATER TIGHT.1Downspout Connection DetailScale: NTSSLOPE PER PLAN.8”x8”x316” GALVANIZED STEEL PLATE WITH CUTOUT MATCHING THEPROFILE OF THE DOWNSPOUT. PLATE SHALL LIE FLAT ON THESURFACE OF THE CONCRETE AND BE ABLE TO SLIDE UP THEDOWNSPOUT FOR MAINTENANCE OF THE STORM DRAIN LINE. THEDOWNSPOUT SHALL PROTRUDE DOWN THROUGH THE PLATE SOTHAT THE PLATE CANNOT BE REMOVED WITHOUT FIRST REMOVINGTHE DOWNSPOUT. PAINT ALL SIDES AND EDGES OF THE PLATE TOMATCH THE DOWNSPOUT.COVER PLATE. SEE ENLARGEMENT.8" SQ.R12" (TYP)6" PVC PIPE BELOW CUT FLUSH WITH TOP OFCONCRETECOVER PLATE ENLARGEMENTMECHANICAL PLUG4" RISER45° PVC BENDPIPE SIZE x 4" WYEFITTINGBEDDING COURSE12"12"VARIES6"6"ACCESS HOUSING:10" ROUND CARSON INDUSTRIES VALVE BOXAND COVER. PART NUMBERS 910-3 & 910-4.BODY AND COVER SHALL BE GREEN. BOLTDOWNLOC-KIT SHALL BE PROVIDED. COVER SHALL BEMARKED TO INDICATE UTILITY TYPE AND SETFLUSH WITH PROPOSED FINISH GRADE.FINISH GRADE. MATERIALPER LANDSCAPE PLAN.±6"NOTES:1.REFER TO PLAN FOR CLEANOUT COVER CONDITIONS.2.ALL FITTINGS SHALL BE WATER TIGHT.3.ALL PIPE SHALL BE ASTM D 3034 SDR 35 SOLID WALL PVC OR AASHTO M252 TYPE S OR D HDPE (ADS N-12 OR EQUAL). SIZE PER PLAN.4.ALL COVER SHALL BE MARKED "SD CO" OR WITH PREAPPROVEDABBREVIATION.FLOWPER PLANPIPE UPSTREAM OF BENDMECHANICAL PLUGFIBER JOINT PACK12"MISSION COUPLER OR APPROVED EQUAL1.5'FINISH GRADE PER PLAN.INCORPORATE CONCRETE COLLARINTO CONCRETE FLATWORK WHEREAPPLICABLEPEA GRAVEL BACKFILLCONDITION B: LANDSCAPECONDITION A: HARDSCAPEASPHALT PAVING/CONCRETE FLATWORKACCESS HOUSING-ASPHALT: PER ISPWC SD-506A/C4.51CONCRETE: 4" SIOUX CHIEF ADJUSTABLE ON-GRADECLEANOUT LID (FINISH LINE 834 SERIES)WITH ROUND, VANDAL-RESISTANTNICKEL-BRONZE COVER MARKED "COCO
COTYPICAL CLEANOUT LOCATIONSA: UPSTREAM OF ELBOWB: CROSS AT TEE BRANCHC: UPSTREAM OF TEED: IN-LINETYPE ATYPE BTYPE CCOTYPE D#3 BAR AT MID DEPTH. PROVIDE 6"CLEAR SPACE AROUND CLEANOUT.24" Cleanout DetailScale: NTS1' BOTTOMBOTTOM OF SWALERE: GRADING PLANBUILDING FINISH FLOORELEVATION PER PLAN6" MIN.FINISH GRADE SURFACE.RE: LANDSCAPE PLANBUILDING WALLRE: ARCH.LANDSCAPE FINISH GRADEELEVATION PER PLANPROVIDE POSITIVE DRAINAGE AWAYFROM BUILDING (3:1 MAX. SLOPE)3Typical SwaleScale: NTS4"NOTES:1.REFER TO GRADING PLAN FOR FINISH GRADE INFORMATION.2.PERMEABLE INTERLOCKING CONCRETE PAVERS SHALL BE AQUA ROC PAVER AS MANUFACTURED BY BELGARD,WWW.BELGARDCOMMERCIAL.COM OR APPROVED EQUAL.3.SIZE SHALL BE 4.5-IN X 9-IN X 3.125-IN (NOMINAL)4.PATTERN SHALL BE HERRINGBONE PER DRAWINGS.5.COLOR SHALL BE: VICTORIAN6.MATERIAL COMPLYING WITH ASTM C 936. AVG COMPRESSIVE STRENGTH: 8000PSI WITH NO INDIVIDUAL UNIT UNDER 7200 PSI,PER ASTM C140.7.TOLERANCES: DO NOT EXCEED 1/32-INCH UNIT-TO-UNIT OFFSET FROM FLUSH (LIPPAGE) NOR 1/8 INCH IN 10 FEET FROM LEVEL,OR INDICATED SLOPE, FOR FINISHED SURFACE OF PAVING.8.GEOTEXTILE SEPARATION: AASHTO M288 CLASS 2 NONWOVEN GEOTEXTILE FILTER FABRIC.EDGE OF CONCRETE FLATWORK ORRIBBON CURB PER DRAWINGS1-1/2"
STONE BASE DEPTH
PER DRAINAGE PLANS
PERMEABLE PAVERBEDDING AND JOINT/OPENING FILLER ASTM NO. 8BASE MATERIAL ASTM NO. 57SEPARATION GEOTEXTILE FABRIC AT FULLPERIMETER OF PERMEABLE PAVER. TERMINATEFABRIC 2-INCH FROM PROPOSED FINISH GRADE.PROVIDE 12-INCH FABRIC SEAM OVERLAP (TYP.)SUBBASE MATERIAL ASTM NO. 2GRANULAR STRUCTURAL FILL PER GEOTECHNICALRECOMMENDATIONS. PLACE ACCORDING TOPAVEMENT SUBGRADE PREPARATION (GETECHNICALENGINEERING REPORT, ADDENDUM 1)Scale: 3/4" = 1'Permable Paver Section45Sanitary Sewer Main Profile - Sta: -1+00 - 3+50Vertical Scale: 1" = 3'Sanitary Sewer Main Plan - Sta: -1+00 - 3+50Scale : 1" = 30'N. CORTANA WAY03/12/2020