HomeMy WebLinkAboutPFM00466NORTHSCALE 1" =1600'800 0 16001600PROJECTLOCATIONSHEET INDEXNOSHEET TITLE1TITLE SHEET2SURVEY CONTROL3HORIZONTAL CONTROL AND STRIPING & SIGNAGE PLAN4TRIAL PLAN AND PROFILE STA 1+00 TO 2+845BRIDGE PLAN AND PROFILE STA 10+00 TO 12+976CONSTRUCTION DETAILS7GENERAL STRUCTURAL NOTES8GENERAL STRUCTURAL NOTES9BRIDGE ABUTMENTSENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNINGCONSULTANT NAME:APPROVED BYSPECIFICATION NO.FILE NO./LOCATIONDATEOFSHEETBOB JONES BIKETRAIL CONNECTIONPrado andSouth Higuera03/29/20111 9ESTIMATED EARTHWORK QUANTITIES.CUT:97 C.Y.FILL:30 C.Y.NET EXPORT:67 C.Y.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL QUANTITIESFOR THE PURPOSES OF CONSTRUCTION, ASSUME ZERO PERCENT SHRINKAGE.TOTAL DISTURBED AREA: 10,730 S.F. (0.25 AC)1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TOCONTACT "UNDERGROUND SERVICE ALERT U.S.A." TOLL FREE AT 811FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATIONOF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATEAGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE ORUNDERGROUND FACILITIES.2. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE TIME THECONTRACT IS AWARDED, AND MAINTAIN SUCH THROUGHOUT THE COURSE OFTHE CONTRACT.3. CONTRACTOR SHALL DETERMINE ALL UTILITY CONFLICTS AND SHALL POTHOLEAND LOCATE PRIOR TO CONSTRUCTION. UTILITY LOCATION, DEPTH, SIZE ANDMATERIAL SHALL BE REPORTED TO THE ENGINEER, AS REQUIRED BY THESPECIAL PROVISIONS.4. SOILS ENGINEERING REPORT BY:EARTH SYSTEMS PACIFIC4378 OLD SANTA FE ROADSAN LUIS OBISPO, CA 93401805-544-3276FILE NO.: SL-15757-SADATED: JANUARY 19, 2009.R03/29/2011No. 41819Exp. 03-31-1290670
REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL90670SPSSPSCAL03/29/2011BOB JONES TRAIL CONNECTIONS
SURVEY CONTROL*NOTE: SHEET SCALED DOWN FOR SIMPLICITY
////////////////////////O/HO/H/////////////////////////////////////////////////////////////////////////////////////////////N50°54'36"W68.22'S46°24'23"W23.90'N18°13'32"E53.28'N63°18'43"E44.27
'
10+0010+50
11+00
11+50
12
+
0
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12+
5
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12+97 XXXXXXXXXXXXXXX1+001+502+002+502+84ESA
ESA ESAESAESA
ESAESAESAESAESAESAESAESA ESA ESA N22°30'47"W 50.01'XXXXXXX//////////////////////////////////////////'TR' STA: 2+21.35 ='BR' STA: 10+15.97Path NSNumberL 1C 1L 2Radius200.00Length16.82138.5228.52Line/Chord DirectionN45° 19' 11.53"EN25° 28' 42.47"EN5° 38' 13.41"EA ValuePrado pathNumberL 5C 3L 6C 2L 4C 4L 3Radius20.0020.0030.00Length17.469.85127.0413.9375.5820.2733.09Line/Chord DirectionS74° 37' 29.17"ES88° 43' 51.48"EN77° 09' 46.22"ES82° 52' 40.56"ES62° 55' 07.34"ES82° 16' 34.64"EN78° 21' 58.06"EA ValueO/HL 7L 8L 9C 612+0012+50XXX
Planter Line and Curve TableLine #/Curve #L 7L 8L 9C 6Length12.0015.8713.8720.27Bearing/DeltaN38° 01' 55.15"WS78° 18' 12.48"WS62° 55' 07.34"E38.72Radius30.00SEE 'TR' PLAN AND PROFILE STA 1+00 TO 2+84SHEET 4
NORTHSCALE 1" =20'1002020REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL90670SPSSPSCAL03/29/2011BOB JONES TRAIL CONNECTIONS
HORIZONTAL CONTROL AND STRIPING & SIGNAGE PLANSEE'BR' PLAN AND PROFILE STA 10+00 TO 12+97SHEET 5PRADO ROADS
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A APPROXIMATE. LOCATION OFPUBLIC ART (CONTRACTOR TOPROTECT)TEMPORARY ESA FENCINGDURING CONSTRUCTIONTEMPORARY ESA FENCINGDURING CONSTRUCTION15
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25
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'CONTRACTORSTAGING AREARELOCATE(E) STREET SIGNREFERENCE KEY NOTES500STRIPING AND SIGNAGE5014" THERMOPLASTIC TRAFFIC STRIPE (WHITE).PER CA MUTCD CH. 3, DETAIL 27-B. FIGURE 3A-106 (CA).5024" THERMOPLASTIC TRAFFIC STRIPE (YELLOW BROKEN).PER CA MUTCD CH. 9, FIGURE 9C-2.5034" THERMOPLASTIC TRAFFIC STRIPE (YELLOW SOLID).PER CA MUTCD CH. 9, FIGURE 9C-2.50412" LIMIT LINE. PER CA MUTCD CH. 3, FIGURE 3B-103. SEE DETAIL 3THIS SHEET.505OMITTED506STOP SIGN, WOOD POST. SEE DETAIL 2 & 3, SHEET 6.507DIRECTIONAL SIGN, SEE DETAIL 1, THIS SHEET.WOOD POST. SEE DETAIL 2 & 3, SHEET 6.508OMITTED509YIELD SIGN, WOOD POST. SEE DETAIL 2&3 SHEET 6510YIELD PAVEMENT MARKING, SEE DETAIL 4 THIS SHEET511"STOP" PAVEMENT MARKING, SEE DETAIL 2 THIS SHEET502STATION 1+05BEGIN , OFFSET 0.00'BEGIN , OFFSET 5.50' L & R501STATION 2+00END , OFFSET 0.00'END , OFFSET 5.50' L & RSTATION 2+33BEGIN , OFFSET 0.00'BEGIN , OFFSET 5.50' L & R502STATION 2+85END , OFFSET 0.00'END , OFFSET 5.50' L & R501502STATION 10+24BEGIN , OFFSET 0.00'503STATION 12+73END , OFFSET 0.00'END , OFFSET 5.50' L&R501STATION 11+56BEGIN , OFFSET 4.50' L & RSTATION 11+68TRANSITION TO OFFSET 5.50' L&R501501510506509507Scale: NTSDIRECTIONAL SIGN12"4"Scale: NTSSTOP PAVEMENT MARKING2AREA (WHITE) : 16 sq ftScale: NTSLIMIT LINE PAVEMENT MARKING3SITE ACCESSVANDAL RESISTANT SIGNAGEPROPERTYLINE50250150250110.00'120.00'STATION 10+35.73BEGIN BRIDGER
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STATION 12+10END , OFFSET 0.00'BEGIN , OFFSET 0.00'5025032"4"40.00'25
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20
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'APPROXIMATEEDGE OF PAVEMENTFROM AERIALAPPROXIMATE LOCATION OF (E)STRIPING FROM AERIALScale: NTSYIELD PAVEMENT MARKING4504R30.0'R5.0''TR''BR''TR' ALIGNMENT'BR' ALIGNMENTSTATION 11+55.73END BRIDGER22.0'R5.
0
'12.00'12.00'TIE LINE TIE LINE
TIE
L
INE AScale: 1" = 10'PLANTER DETAILA503R24.0'STA: 12+08.72OFF: 6.00 RBEGIN RIGHT EP TRANSITION R 0.50' OFFSET FROM EPSTA: 12+41.33OFF: 11.32 RBEGIN CURVESTA: 12+51.69OFF: 9.36 REND CURVE 5.30'6.00'503DIAGONALSTRIPING3' O.C.31.26'501
504511TIE LINEDRAINAGEOVERLANDESCAPECIT
Y-TO-SEABOBJONESBIKETRAIL NOTES1CONTRACTOR TO HYDROSEED ALL AREAS DISTURBED BYCONSTRUCTION.2ESA FENCE LOCATION SHOWN IS APPROXIMATE. EXACT LOCATIONTO BE DETERMINED BY THE ENGINEER.03/29/2011No. 41819Exp. 03-31-12TEMPORARY ESA FENCINGDURING CONSTRUCTION
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1
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2+50
2+841361351341
3
7
136135
1
3
6
1
3
5 ESAESAESAESAESAESAESAESAESAN22°30'47"W 50.01'138137/////////
2.00%
1.99%137.0136.5118.1118.6118.8121.1'TR' STA: 2+21.35 ='BR' STA: 10+15.97STA: 1+00.00OFF: 9.93' RBEGIN ESA FENCESTA: 1+57.97OFF: 44.22' RESA FENCE ANGLE PTSTA: 2+06.25OFF: 39.00' RESA FENCE ANGLE PT
END ESA FENCE
STA: 2+63.02
OFF: 16.66' R
ESA FENCE ANGLE PT
135 134136137
138138Elevation
Elevation128132136 1401441281321361401441+001+201+401+601+802+002+202+402+602+802+905.31%-3.31%1.65%STA = 1+05.00ELEV = 133.11 STA = 2+00.69ELEV = 138.19STA = 2+35.20ELEV = 138.76
STA = 2+83.86
ELEV = 137.15
STA:2+21.35'BR' CL
NORTHSCALE 1" =20'1002020REFERENCE KEY NOTES100DEMOLITION105REMOVE 2600 SF (E) ASPHALT PAVEMENT200SURFACE IMPROVEMENTS201CLASS I BIKEWAY PER ENG. STD 7040 MODIFIED PER DETAIL A THISSHEET203CONCRETE CURB AND GUTTER, PER ENG. STD 4030.207WOOD RAIL FENCE PER ENG STD 9050209SURVEY MONUMENT TO BE RESET IN ACCORDANCE WITH ENG STD90202112' DIAMETER CONCRETE CAISSONS PER STRUCTURAL PLANS213BRIDGE ABUTMENT PER STRUCTURAL PLANS. CONCRETE STEMHEIGHT 24" (BRIDGE DEPTH TO BE FIELD MEASURED ANDCONFIRMED BY CONTRACTOR)REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL90670SPSSPSCAL03/29/2011BOB JONES TRAIL CONNECTIONS
'TR' PLAN AND PROFILE STA 1+00 TO 2+846.00'6.00'%2.00CL2.00'BENCH2.00'BENCH001"3214SCALE: NTSTYPICAL BIKE PATH SECTIONABRIDGESEE SHEET 52013" AC OVER 12" CLASS II BASE13' WIDE TENSAR TRIAXIAL GEOGRID PLACEDAT THE BOTTOM OF CLASS II BASEScale: 1" = 20'PLAN VIEW STA 1+00 TO 2+84Scale: 1" = 20''TR' PROFILE VIEW STA 1+00 TO 2+8416.00'EXISTING SOIL TO BE OVER-EXCAVATEDTO A DEPTH OF 24" BELOW SUBGRADE OR24" BELOW (E) GRADE, WHICHEVER IS DEEPER.EXISTING SOIL TO BE COMPACTED TO 95%207201BRIDGESEE SHEET 520920912.00'11.63'10520760 LF @ 0.5%SAWCUTLINESAWCUT LINEA4DAYLIGHT LINEDAYLIGHT LINEPRADO ROADPROPERTY LINEEGFGROW1.00'TYP
1.00'MIN.21312.96''TR'LEGENDREMOVE AC(E) ROCK PATHASPHALT PAVEMENTCLASS II AGG BASE SHOULDERRSP (BACKING NO. 3, METHOD B)'BR'GBGBFS 138.91FS 138.91 FS 137.65FS 138.91FS 138
.49FS 13
8
.
20
APPROXIMATE LOCATION OF (E)IMPROVEMENTS FROM AERIALDRAINAGEOVERLANDESCAPESCALE: NTSBIKE PATH TO ABUTMENT TRANSITIONBWATERPROOF SEALANTALONG ENTIRE TRAILINTERFACE (USE SIKAFLEXCONSTRUCTION SEALANT, ORAPPROVED EQUAL).PERMEABLE GRAVELBACKFILL, MINIMUM 12" WIDEVERTICAL COLUMN. USECLEAN GRAVEL, NO FINES.PERMEABLE SYNTHETICFABRIC, CONFORMING TOCALTRANS SECTION 88-1.03FOR UNDER DRAINS.4" DIAMETER RIDGEDPERFORATED PIPE WITHPERFORATIONS FACINGDOWNWARD. SLOPE AT 2%TO DAYLIGHT.CONCRETE BRIDGEABUTMENT PERSHEETS 7-9.PERFAB BRIDGE PEROTHER PLANS.NOTES1CONTRACTOR TO HYDROSEED ALL AREAS DISTURBED BYCONSTRUCTION.2ESA FENCE LOCATION SHOWN IS APPROXIMATE. EXACT LOCATIONTO BE DETERMINED BY THE ENGINEER.03/29/2011No. 41819Exp. 03-31-12B42113.00'1.00'1.00'MANUFACTUREDSYNTHETIC DRAINSSUCH AS MIRADRAINOR ENKADRAIN AREACCEPTABLEALTERNATIVES TOTHE USE OF GRAVEL.0.50'
wwDw/////////////////////
U
T
L
O/HO/HWLWLSDTELTELTELTELSTA: 11+50.01OFF: 35.32' LBEGIN ESA FENCESTA: 11+41.73OFF: 12.24' RESA FENCE ANGLE POINTSTA: 12+05.20OFF: 16.00' RESA FENCE ANGLE POINTSTA: 12+49.57OFF: 26.99'RESA FENCE ANGLE POINTSTA: 12+54.05OFF: 49.58'REND ESA FENCE10+0010+5011+0011+50
12
+
0
0
12+
5
0
12+97 XXXXXXXX2+002+50138138
139136135137137136135138136137136135136135
ESA
ESA ESAESAESA ESAESAESAESA ESA138137X
XXXXXX//////////////2.00%1.99%137.0136.5118.1118.6 118.8121.1127.8129.7135.0137.0 'TR' STA: 2+21.35 ='BR' STA: 10+15.97137138138120124128132136140144120124128132136140144100 YEAR WSE:135.91BOTTOM CHORD OF BRIDGE:136.912.00%0.00%-0.61%STA = 12+73.13
ELEV = 138.20
STA = 12+88.17
ELEV = 138.24
STA:10+02.64ELEV:136.60TOP DECK:138.91STA:10+10.01ELEV:138.42EPMATCH EX.
MATCH EX.
END PATH
STA:10+15.97'TR' CL
O/HO/HO/HO/HO/HO/HTELTELTELTELTELTEL TEL1341361401341361400+000+200+35TW 138.98TF 136.30TW 138.98TF 136.9710+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+2012+4012+6012+8012+9703/29/2011NORTHSCALE 1" =20'1002020REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL90670SPSSPSCAL03/29/2011BOB JONES TRAIL CONNECTIONS
'BR' PLAN AND PROFILE STA 10+00 TO 12+97001"3214NORTHCREFERENCE KEY NOTES100DEMOLITION101(E) PULL BOX.103(E) TRAFFIC SIGNAL POLE WITH PEDESTRIAN PUSH BUTTON TOREMAIN104(E) WATER AIR RELEASE VALVE TO REMAIN105REMOVE AND DISPOSE 600 SF (E) IMPROVEMENTS. (NOTE: TRAFFICSIGNAL CONDUITS ARE SHALLOW IN NATURE)107REMOVE EXISTING FENCE AT NEW BIKE TRAIL.108(E) JUNCTION POLE TO REMAIN200SURFACE IMPROVEMENTS201CLASS I BIKEWAY PER ENG. STD 7040 MODIFIED PER DETAIL ASHEET 4202CLASS II AGG BASE SHOULDER PER ENG. STD 7040203EXISTING CONCRETE CURB AND GUTTER, TO REMAIN.204EXISTING CONCRETE SIDEWALK, TO REMAIN.205EXISTING CONCRETE CURB RAMP WITH 1/4" GROOVES. ADD NEWDETECTABLE WARNING SURFACE PER CALTRANS STD PLAN A88A20612" THICK SELF EXPANDING CORK EXPANSION JOINT AND SEAL WITHDECK-O-SEAL GUN GRADE SEALANT, OR APPROVED EQUALS207WOOD RAIL FENCE PER ENG STD 9050209SURVEY MONUMENT TO BE RESET IN ACCORDANCE WITH ENG. STD9020210RETAINING WALL, PER ENG. STD 5030. CONCRETE BLOCKS TO BECOLORED AIR VOL BLOCK #60B401E OR APPROVED EQUAL.2112' DIAMETER CONCRETE CAISSONS PER STRUCTURAL PLANS212FENCE POST. SEE DETAIL 1 SHEET 6, CONNECT TO (E) FENCE213BRIDGE ABUTMENT PER STRUCTURAL PLANS. CONCRETE STEMHEIGHT 24" (BRIDGE DEPTH TO BE FIELD MEASURED ANDCONFIRMED BY CONTRACTOR)400MISCELLANEOUS IMPROVEMENTS401RELOCATE ROCK WITH PLAQUE TO PLANTER402RELOCATE SIGN403SIGN, SEE SHEET 3 FOR DETAILS205201203204209201211210Scale: 1" = 20'PLAN VIEW STA 10+00 TO 12+97Scale: 1" = 20''BR' PROFILE VIEW STA 10+00 TO 12+9721121321321121110140121012
.
0
0
'212212402RECWATERARV213213SCALE: 1"=10'RETAINING WALL PROFILEB2102102138.00'14.00'4.00'2.68'
2.01'20710.00'STA = 10+35.73ELEV = 138.91STA = 11+55.73ELEV = 138.91STA = 10+42.09ELEV = 136.81
206TIE LINE2078.
0
0
'51041031081031082.00'
TYP APPROXIMATE LOCATION OF (E)IMPROVEMENTS FROM AERIALA5'BR'GB 209TRANSITION FROM10' WIDE PATHTO 12' WIDE PATHLEGENDREMOVE (E) IMPROVEMENTS(E) ROCK PATHASPHALT PAVEMENTMISC. ASPHALT PAVEMENTCLASS II AGG BASE SHOULDERCONCRETE PAVEMENTREMOVE (E) TREE'BR'TRAILSEE SHEET 4
2042032055.
9
8
'
11.40'
4.44'6.53'107 FS: 138.95FS: 138.71FS: 138.91FS: 138.91FS: 138.71FS: 138.47FS: 138.61FS: 138.26FS: 138.52FS: 138.21
FS: 138.13FS: 138.37NOTES1CONTRACTOR TO HYDROSEED ALL AREAS DISTURBED BYCONSTRUCTION.2ESA FENCE LOCATION SHOWN IS APPROXIMATE. EXACT LOCATIONTO BE DETERMINED BY THE ENGINEER.12.00'No. 41819Exp. 03-31-12APPROXIMATE. LOCATION OFPUBLIC ART (CONTRACTORTO PROTECT)SCALE: 1"= 5'EXISTIING CURB RAMP IMPROVEMENTSC6.00'6.00'%2.00CL2.00'BENCH2.00'BENCHSCALE: NTSTYPICAL BIKE PATH SECTIONA2013" AC OVER 12" CLASS II BASE13' WIDE TENSAR TRIAXIAL GEOGRID PLACEDAT THE BOTTOM OF CLASS II BASE16.00'EXISTING SOIL TO BE OVER-EXCAVATEDTO A DEPTH OF 24" BELOW SUBGRADE OR24" BELOW (E) GRADE, WHICHEVER IS DEEPER.EXISTING SOIL TO BE COMPACTED TO 95%206
SCALE: NTSSPLIT RAIL WOOD END POST (MATCH EXISTING)1REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL90670SPSSPSCAL03/29/2011BOB JONES TRAIL CONNECTIONS
CONSTRUCTION DETAILS SCALE: NTSSIGNAGE STANDARD2SCALE: NTSWOOD POST SIGN3SCALE: NTSOMITTED5SCALE: NTSCITY TO SEA LOGO4CI
T
Y-TO-SEABOBJONESBIKET
RAILSCALE: NTS24" X 24" CATCH BASIN6SCALE: NTSFLARED END SECTION78"R1-2NOTES:1.USE MID-STATE CONCRETE 26 X 26 CATCH BASIN OR APPROVEDEQUAL.2.CONCRETE: TYPE II PORTLAND CEMENT ASTM C 150 AND FEDERALSPECIFICATION ON CEMENT, SS-C-1960/3, TYPE I/II LOW ALKALI,MINIMUM COMPRESSIVE STRENGTH 4000 PSI AT 28 DAYS.3.REINFORCING BAR: ASTM A-706, GRADE 40 AND 60.4.SECONDARY REINFORCING BAR: POLPROPYLENE FIBERS SHALL BEADDED TO THE CONCRETE TO IMPROVE DURABILITY.5.STANDARD KNOCK OUT SHOWN ON EACH SIDE OF CATCH BASIN.6.ATRIUM GRATE PER DETAIL THIS SHEET7.PROVIDE PIPE CONNECTION PER CITY DETAIL 3540 A1-A3.54"48" MAX 48" MAX
KNOCKOUT6"26"26"8" MIN19" MAX6"TOP SECTIONRISER SECTIONBASE SECTION< 6'42"28"2"24"6"6"6"14"GRAVEL BASE312123PROFILESECTION1MORTISED CEDAR SPLIT RAIL POST (APPROX. 6x6)2EXISTING CEDAR SPLIT RAILING. RAILS MAY NEED TO BE ADJUSTED IN LENGTH ORREPLACED WITH NEW, BY DIRECTION OF PROJECT ENGINEER.3CONCRETE FOOTING (SLOPE TOP, ALL SIDES, AWAY FROM POST). USE 1500 PSICONCRETE (1500 PSI AT 28 DAY CURE TIME).03/29/2011No. 41819Exp. 03-31-12
SHEET NO.REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL90670BOB JONES TRAIL CONNECTION12/14/10L&SL&SL&SSanta Barbara629 State Street, Suite 222Santa Barbara, CA 93101San Luis Obispo805 Aerovista Place, Suite 204San Luis Obispo, CA 93401
SHEET NO.REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL90670BOB JONES TRAIL CONNECTION12/14/10L&SL&SL&SSanta Barbara629 State Street, Suite 222Santa Barbara, CA 93101San Luis Obispo805 Aerovista Place, Suite 204San Luis Obispo, CA 93401
SHEET NO.REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL90670BOB JONES TRAIL CONNECTION12/14/10L&SL&SL&SSanta Barbara629 State Street, Suite 222Santa Barbara, CA 93101San Luis Obispo805 Aerovista Place, Suite 204San Luis Obispo, CA 93401