B09_Amd_4_Crane_Flat_Campground_-_Loop_A_Improvement_Plans-Signed_-_Revision_0004.pdf

LEGEND

NOTES:

SET 3.25” ALUMINUM CAP ON

5/8” REBARAABBREVIATIONS

CONTRACTOR SHALL POSSESS A VALID CALIFORNIA CONTRACTOR’S LICENSE. ALL LICENSES SHALL REMAIN IN EFFECT THROUGHOUT THE

TERM OF THIS CONTRACT.

1.

proposed staging and storageBBAC ASPHALT CONCRETE

BEST MANAGEMENT PRACTICES

BEGIN VERTICAL CURVE

CONSTRUCTION LIMIT FENCE

CORRUGATED METAL PIPE

CONTROL POINT

CUBIC YARDS

DIAMETER

EACH

EXISTING GRADE/GROUND

ELEVATION

EDGE OF PAVEMENT

END VERTICAL CURVE

EXISTING

FINISHED GRADE

FEET OR FOOT

□ EXISTING CAMPSITE BEAR BOXBMP

CONTRACTOR TO SUBMIT TRAFFIC CONTROL AND ACCESS PLAN FOR APPROVAL BY CONTRACTING OFFICER’S REPRESENTATIVE. PLAN TO INCLUDE RECREATIONAL ACCESS RESTRICTIONS, TRAFFIC CONTROL, SITE PROTECTIONS AND ANY ADDITIONAL APPLICABLE INFORMATION.

PLAN TO BE STAMPED BY LICENSED ENGINEER OR ATSSA CERTIFIED PROFESSIONAL

2. BVC PROPOSED ASPHALT PAVEMENTBBQCLF EXISTING CAMPSITE BBQ / FIRE RINGOCMP PROPOSED CULVERT CP Q EXISTING CAMPSITE MARKERTHE CONTRACTOR SHALL PROTECT ALL TREES, SHRUBS, AND OTHER VEGETATION OUTSIDE OF GRADING LIMITS DURING CONSTRUCTION.

ANY EXISTING VEGETATED AREA DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE RESTORED AS CLOSELY AS PRACTICAL TO ITS PREEXISTING CONDITION AT THE CONTRACTOR’S EXPENSE. IF THIS CONDITION OCCURS IT IS RECOMMENDED THAT THE EXISTING LANDSCAPING/VEGETATION BE SALVAGED AND REPLACED. IF THIS IS NOT POSSIBLE, DISTURBED AREAS SHALL BE REVEGETATED AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE .

3. CY no PROPOSED DRAINAGE DITCH DIA s.

EXISTING BOLLARDEA %litEG PROPOSED 10’x10* TENT PADEXISTING FIR TREEELEV

EP

PROPOSED PICNIC TABLEEXISTING PINE TREEEVCAPPLY 1”—2” OF MULCH TO ALL DISTURBED AREAS OUTSIDE OF PROPOSED IMPROVEMENT AREAS. MULCHING MATERIAL SHALL BE

SHREDDED SLASH MATERIAL FROM THE ASSOCIATED TREE REMOVAL.

4. EX

PROPOSED STEPSFG EXISTING LODGE POLE TREE

FTCONSTRUCTION STAKING SHALL BE APPROVED BY THE CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO BEGINNING EXCAVATION OPERATIONS TO ENSURE THAT SLOPE STAKING WILL PROVIDE THE DESIRED SITE RESTORATION TO CONFORM WITH THE EXISTING TERRAIN.

DIMENSIONS SHOWN ON PLANS ARE FOR ADDITIONAL INFORMATION ONLY. ALL SITE FEATURES SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY CONTRACTING OFFICER’S REPRESENTATIVE. POINTS WILL BE PROVIDED BY THE ENGINEER TO ACCURATELY STAKE OUT

THE PROJECT LAYOUT AND ELEVATIONS.

5. PROPOSED CONCRETE TRAIL• a .GB GRA EAKMM EXISTING CEDAR TREEHORIZ HORIZONTAL

HIGH POINT

LINEAR FOOT

LOW POINT

LENGTH OF VERTICAL CURVE

MAXIMUM

MINIMUM

NATIONAL PARK SERVICE

NOT TO SCALE

OUTDOOR RECREATIONAL ACCESS ROUTE

PERSONS AT ONE TIME

POINT

PRESSURE TREATED DOUGLAS FUR

POINT OF VERTICAL INTERSECTION

RELATIVE COMPACTION

PROPOSED NATIVE SOIL TRAILHP EXISTING TREE STUMP24°;LF

PROPOSED RETAINING WALLOOOOOODLP

HO EXISTING FIRE HYDRANTLVC

VEGETATION (LESS THAN OR EQUAL TO 10” DIAMETER MEASURED 4’ ABOVE GROUND SURFACE) SHALL BE CLEARED AND GRUBBED ONLY IN THE AREAS SHOWING PROPOSED IMPROVEMENTS ON THE PLANS AND/OR BOUNDED BY THE MARKINGS IN THE FIELD BY THE CONTRACTING OFFICER’S REPRESENTATIVE. CLEARING OF TREES, SHRUBS OR VEGETATION SHALL BE APPROVED BY THE CONTRACTING

OFFICER’S REPRESENTATIVE PRIOR TO REMOVAL

EXISTING TREES THAT ARE IN OR ADJACENT TO THE CONSTRUCTION AREA AND ARE GREATER THAN 10" IN DIAMETER (MEASURED 4’ ABOVE GROUND SURFACE) SHALL REMAIN IN PLACE AND BE PROTECTED FROM DAMAGE UNLESS SHOWN TO BE REMOVED ON THE

PLANS.

PROPOSED FIRE RING6. MAX

EXISTING WATER VALVE OR FAUCETSX3MIN □ PROPOSED BEAR BOXNPS

EXISTING WATER METERNTS

PROPOSED SINGLE CAMPSITEORAR

PAOT EXISTING SEWER MANHOLE:sj7. PROPOSED DOUBLE CAMPSITEPT

EXISTING SEWER CLEANOUTPTDF

PVI PROPOSED LOG MEADOW BARRIERRC OR R.C.

SF OR SQ FT SQUARE FOOT

STATION

TYPICAL

VERTICAL

TREES DESIGNATED BY CONTRACTING OFFICER’S REPRESENTATIVE FOR EXTRA PROTECTION PRIOR TO START OF WORK, INCLUDING ALL SUGAR PINE TREES, SHALL BE WRAPPED WITH ORANGE FENCING TO PROTECT FROM DAMAGE. ANY TREES GREATER THAN 10”

INCIDENTALLY DAMAGED DURING CONSTRUCTION WILL BE SPRAYED WITH A WOUND DRESSING.

EXISTING STORM DRAIN CULVERT8. o PROPOSED BOULDER BARRIERSTA

EXISTING WATER LINE8"WTYP. PROPOSED POST BARRIERVERT

EXISTING WATER LINE2"WTREES SHOWN FOR REMOVAL ON DEMOLITION SHEETS WILL BE REMOVED BY NPS STAFF AND STORED ON-SITE THE SEASON BEFORE

CONSTRUCTION BEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STUMP REMOVALS.

2“W9. ► PROPOSED SIGN

EXISTING SEWER LATERAL

10. ALL DIMENSIONS GIVEN ARE IN FEET UNLESS SPECIFIED OTHERWISE. S&- PROPOSED CAMPSITE MARKER

EXISTING ASPHALT SURFACE11. ALL DIMENSIONS ARE SUBJECT TO FIELD ADJUSTMENTS AS DETERMINED BY THE CONTRACTING OFFICER’S REPRESENTATIVE. IZZ! PROPOSED WIDENED SHOULDER

12. CONTRACTING OFFICER’S REPRESENTATIVE SHALL SHOW THE CONTRACTOR THE LOCATIONS OF MAIN WATER SHUT OFFS SHOULD IT BE

NECESSARY.

13. CONTRACTING OFFICER’S REPRESENTATIVE WILL PROVIDE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO BE FOLLOWED BY

THE CONTRACTOR.

EXISTING CONCRETE SURFACE■y / -A PROPOSED CONTOURS TRAIL SLOPES. •4; V EXISTING COMPACTED DIRT SURFACE*.v

MAJOR■/.A' •«

TRAIL GRADES SHALL FOLLOW GRADES AS SHOWN ON THE GRADING SHEETS. ANY MODIFICATIONS MUST FOLLOW THE GUIDELINES BELOW OR WILL REQUIRE STEPS. A LANDING WITH LONGITUDINAL

SLOPE OF LESS THAN 3% FOR 5’ IS REQUIRED BETWEEN STEEP SEGMENTS.

APPROXIMATE EXISITNG SEWER LEACH AREA MINOR14. EVERY EFFORT HAS BEEN MADE TO SHOW LOCATIONS OF ANY AND ALL EXISTING SURFACE AND SUBSURFACE STRUCTURES. HOWEVER, ACTUAL FIELD CONDITIONS AND LOCATIONS CAN VARY CONSIDERABLY FROM THE PLAN LOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF AND REPAIR OF ANY DAMAGE TO EXISTING UNDERGROUND FACILITIES. CALL YOSEMITE UTILITIES AT LEAST 2

WORKING DAYS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITY UNES.

EXISTING ARCHEOLOGICAL SITE AREA

EXISTING SHRUB / VEGETATION AREA

EXISTING LOG

EXISTING FLOW UNE

GRADING LIMITS

GRADE BREAKrrrrTYTrrrrnrrrrrYr'i

O PROPOSED TREE PROTECTION15. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF PROPER SHORING OF TRENCHES IN ACCORDANCE WITH OCCUPATIONAL SAFETY LAWS. THE DUTIES OF THE PROJECT CIVIL ENGINEER DO NOT INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY

IN, ON, OR NEAR THE CONSTRUCTION SITE.

TABLE 1016.7.1 MAXIMUM RUNNING SLOPE AND SEGMENT LENGTH

PROPOSED DUMPSTER PAD

EXISTING MAJOR CONTOURRUNNING SLOPE OF OUTDOOR RECREATION ACCESS

ROUTE SEGMENT

JkJL, EXISTING MINOR CONTOURMAXIMUM LENGTH OF SEGMENT o16. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER’S REPRESENTATIVE AS SOON AS POSSIBLE FOR SUCH

FURTHER EXPLANATIONS AS MAY BE NECESSARY.

EXISTING SENSITIVE VEGETATION

EXISTING TREE/STUMP TO BE REMOVED

STEEPER THAN BUT NOT STEEPER THAN

X50 FEET (15 M)1:20 (5%) 1:12 (8.33%)17. THE CONTRACTOR SHALL REMOVE ANY EXISTING SIGNS, GATES. AND ANY OTHER SITE FURNITURE DESIGNATED FOR REMOVAL BY THE PROPOSED CONSTRUCTION. CONTRACTING OFFICER’S REPRESENTATIVE WILL DESIGNATE IN A TIMELY MANNER WHICH SITE FURNISHINGS

MAY BE SALVAGED AS OPPOSED TO REMOVED.

30 FEET (9 M)1:12 (8.33%) 1:10 (10%)

EXISTING BOULDER18. NEW SIGNS. POSTS, HARDWARE AND INSTALLATION TO BE PROVIDED BY THE CONTRACTOR.

19. ALL PAVEMENT STRIPING SHALL BE LAID OUT BY THE CONTRACTOR FOR APPROVAL BY THE CONTRACTING OFFICER’S REPRESENTATIVE

PRIOR TO ANY APPLICATION OF PAINT.

20. CONTRACTOR SHALL BE FAMILIAR WITH THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION CRANE FIAT WATER SYSTEM YOSEMITE NATIONAL PARK, CALIFORNIA”, DATED JUNE 19. 2009 AND PREPARED BY CONDOR EARTH TECHNOLOGIES, INC.

21. ALL QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL NOT USE THE QUANTITIES FOR HIS BIDDING BUT SHALL DETERMINE THE QUANTITIES THAT HE DETERMINES ARE NECESSARY TO MEET THE MINIMUM

REQUIREMENTS SHOWN HEREON THE PLANS.

IfjZSA r/fk imr 0041 7ii §]! I l z-f

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POINT TABLE POINT TABLEPOINT TABLE POINT TABLEPOINT TABLE POINT TABLE POINT TABLE POINT TABLE EASTINGPOINT NO.NORTHINGEASTING POINT NO.NORTHING EASTINGPOINT NO.NORTHING POINT NO.NORTHING EASTINGEASTING POINT NO.NORTHING EASTINGPOINT NO. POINT NO. EASTINGNORTHING NORTHING POINT NO. EASTINGNORTHING

A35 455199.96 2202805.172202865.63 A45 455152.38 2202707.01455335.08A21 A55 455032.09 2202555.76 2202544.342202460.83 A65 455048.54A1 455004.36 A75 455195.59 2202507.25 A85 2202606.32455261.53 A35 455199.96 2202805.172202865.37 A45 455152.38 2202707.01A22 455331.17 A55 455032.09 2202555.762202468.16 A65 455048.54 2202544.34A2 A75 2202507.25455004.69 455195.59 A85 2202606.32455261.53

455221.28A36 2202804.402202867.44 455124.89A46 2202667.65A23 455328.26 A56 455032.09 2202555.76 2202557.792202536.22 A66 455073.11 A76A3 455202.52 2202514.46455029.63 2202611.12A86 455258.89 A36 455221.282202870.75 2202804.40 455124.89A46 2202667.652202664.59 A24 455324.13 A56 455032.09 2202555.76 A66 455073.11 2202557.79A4 455128.85 A76 2202514.46455202.52 A86 2202611.12455258.89 A37 455223.68 2202799.752202913.53 A47 455103.55 2202640.04A25 455279.48 A57 455021.71 2202542.332202704.35 A67 455102.89 2202540.78A5 A77 2202528.35455156.61 455188.13 2202620.66A87 455266.37

455223.68A37 2202799.752202896.19 A47 455103.55 2202640.04455262.89 455021.71 2202542.332202777.60 A26 A57 A67 455102.89 2202540.78A6 455212.69 A77 2202528.35455188.13 2202620.66A87 455266.37

455209.02 2202780.99A382202882.21 A48 455089.55 2202632.352202814.23 A27 455277.48 A58 454998.75 2202495.54A7 A68 455112.50 2202520.55455237.61 A78 2202533.44455189.57 A88 2202627.96455279.85

455209.022202882.21 A38 2202780.99 A48 455089.55 2202632.35A27 455277.48 A58 454998.75 2202495.54 2202520.552202850.63 A68 455112.50AS 455255.17 A78 455189.57 2202533.44 A88 2202627.96455279.85

A39 455177.42 2202743.262202858.72 A49 455061.12 2202629.75A29 455366.62 A59 454967.27 2202473.19 2202524.832202862.57 A69 455121.53A9 455327.86 A79 2202559.11455225.04 A89 2202631.13455310.31 2202743.26A39 455177.422202858.72 A49 455061.12 2202629.75A29 455366.62 A59 454967.27 2202473.19 2202524.832202812.90 A69 455121.53A10 A79 2202559.11455376.49 455225.04 A89 2202631.13455310.31

A40 455162.07 2202735.342202877.27 A50 455061.85 2202621.79 454967.10 2202471.192202782.44 A30 455276.55 A60 A70 455112.54 2202543.62A11 455390.56 A80 2202573.41455233.51 A90 2202641.07455309.28 A4G 455162.07 2202735.342202877.27 A50 455061.85 2202621.79A30 454967.10 2202471.192202770.84 455276.55 A60 A70 455112.54 2202543.62A12 455391.62 A80 2202573.41455233.51 A90 2202641.07455309.28

455136.01 2202734.582202852.80 A41 A51 455084.69 2202623.87A31 455250.67 A61 455044.31 2202467.062202730.80 A71 455116.08 2202547.79A13 455377.02 A81 455241.84 2202586.85 A91 2202639.01455289.39 2202734.58A41 455136.012202852.80 A51 455084.69 2202623.87A31 455250.67 A61 455044.31 2202467.06 2202547.792202709.92 A71 455116.08A14 455355.95 A81 455241.84 2202586.85 A91 2202639.01455289.39

455136.31 2202724.58A422202825.79 A52 455087.33 2202619.05A32 455237.64 A62 455044.40 2202469.06 2202534.332202699.17 A72 455162.35A15 455343.11 A82 455256.98 2202595.90 2202644.06A92 455286.91 A42 455136.31 2202724.582202825.79 A52 455087.33 2202619.05A32 455237.64 455044.40 2202469.062202575.96 A62 2202534.33A16 A72 455162.35455229.21 A82 2202595.90455256.98 2202644.06A92 455286.91 A43 455158.62 2202725.232202814.49 A53 455063.22 2202587.86A33 455218.90 455022.25 2202503.212202561.66 A63 A73 455164.21 2202533.83A17 455220.73 A83 455282.71 2202598.02 2202692.92A93 455342.95 A43 455158.62 2202725.232202814.49 A53 455063.22 2202587.86A33 455218.90 2202503.212202539.13 A63 455022.25 A73 455164.21 2202533.83A18 455163.75 A83 2202598.02455282.71 2202692.92A93 455342.95

455161.20 2202720.562202815.16 A44 A54 455047.65 2202571.81A34 455200.322202563.08 A64 455037.54 2202530.10 A74 2202528.85A19 455173.17455081.44 A84 455281.89 2202607.99 2202696.64A94 455355.77

455161.202202815.16 A44 2202720.56 A54 455047.65 2202571.81455200.32 455037.54 2202530.102202878.01 A34 A64 2202528.85A20 A74 455173.17 2202607.99455347.73 A84 455281.89 2202696.64A94 455355.77

POINT TABLE POINT TABLEPOINT TABLE POINT TABLEPOINT TABLE POINT TABLE POINT TABLE POINT NO.NORTHING EASTINGEASTING POINT NO.NORTHING EASTINGPOINT NO.NORTHING POINT NO.NORTHING EASTINGEASTING POINT NO.NORTHING EASTINGPOINT NO. POINT NO.NORTHING NORTHING EASTING

2202759.30A131 455230.922202772.17 A151 455372.92 2202809.40 455227.53 2202628.50A109 455424.32 A171 A191 455125.58 2202560.742202694.75A95 A211 2202713.17455388.53 455172.98

455211.01 2202761.122202777.09 A132 A152 455385.58 2202781.99 A172 455252.64 2202627.07A110 455407.79 A192 455122.09 2202556.462202694.75 A212 2202717.74A95 455388.53 455171.37

A133 455209.03 2202766.092202791.37 A153 455386.64 2202770.39455394.10 A173 455254.83 2202622.22 2202562.952202704.73 A111 A193 455099.78A96 455389.10

455216.36 2202774.212202791.87 A134 A154 455386.62 2202762.02455393.97 A174 455239.35 2202601.14A112 A194 455086.98 2202602.242202704.73A96 455389.10

A135 455242.12 2202812.052202795.41 A155 455367.23 2202743.94A113 455395.74 A175 455221.89 2202592.482202706.05 A195 455101.63 2202621.20A97 455366.26 A136 455248.78 2202825.862202801.94 A156 455345.62 2202743.37 455199.50 2202593.55A114 455411.82 A176 2202620.872202706.05 A196 455106.60A97 455366.26 A137 455283.40 2202828.322202810.28 A157 455345.77 2202733.36A115 455408.43 455199.02 2202583.572202711.18 A177 A197 455117.67 2202601.82A98 455364.32

455294.542202803.74 A138 2202811.71 A158 455365.70 2202733.93A116 455392.35 2202582.462202711.18 A178 455222.08 455126.31 2202606.84A98 455364.32 A198 455311.14A139 2202822.832202805.04 A159 455367.90 2202728.80455388.612202727.25 A117 A179 455224.27 2202577.57 2202622.80A99 A199 455117.04455380.54

A140 455291.25 2202852.532202814.92 A160 455352.43 2202713.472202727.25 A118 455381.46 A180 455213.27 2202564.02 A200 455118.37 2202642.85A99 455380.54

455300.43 2202868.062202819.09 A141 455340.24A161 2202703.262202732.96 A119 455381.58 A181 455191.91 2202548.69 2202643.24A100 A201 455118.67455385.56

A142 455310.192202830.97 2202865.50 A162 455334.58 2202699.212202732.96 A120 455393.76 2202556.29A100 A182 455168.32 A202 455121.06 2202644.40455385.56

2202837.41 A143 455315.63 2202863.04455387.48 A163 455320.43 2202695.512202740.83 A121 455156.56 2202573.83 2202644.15A101 A183 A203 455156.51455401.43

455330.75 2202852.472202825.54 A144 455286.82A164 2202699.502202740.86 A122 455375.31 455148.25 2202568.26 2202654.20A102 A184 A204 455156.93455426.70 A145 455344.92 2202838.002202825.59 455286.00A123 455371.07 A165 2202689.542202750.88 455159.82 2202551.00 2202654.91A103 A185 A205 455133.70455426.68 A146 455350.54 2202822.112202842.58 455310.35A166 2202686.682202750.91 A124 455354.43 455156.49 2202546.45 2202659.75A104 455406.58 A186 A206 455131.42 A147 2202796.302202846.83 455348.09A125 A167 455311.94 2202681.412202761.74 455354.47 2202548.23 2202693.56A105 A187 455150.39 A207 455155.63455396.63 A148 455358.04 2202795.342202743.81 455271.05 2202641.60A1682202765.90 A128 455190.48 A188 455138.27 2202558.12 455177.72 2202701.87A106 A208455396.82 A149 455359.95 2202815.592202751.38 A169 455254.98 2202634.942202768.75 A129 455208.07 A189 455125.01 2202583.33 2202696.51A107 A209 455196.99455400.67

455365.08 2202817.412202749.34 A150 A170 455227.99 2202636.49A130 455230.002202762.59 A190 455116.17 2202578.66 A210 455199.34 2202705.22A108 455421.47 mm' /

%95°' C041711,||!r

DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET

YOSE 104

166739

ROA

CONTROL PLAN

C0.3MCR PMIS/PKG NO.

314406ATECH. REVIEW:

KLM SHEET

REHABILITATE CRANE FLAT CG - LOOP A

YOSEMITE NATIONAL PARK

DATE: 4 OF 206.9.20216/

/2

3:

:4

PM

/1

0/

:4

PM

K

R

IS

TI

N

M O

R

TO

N Y

:\C lie nt R le s\

\2

2-

3\ C

A D

\E ng in ee rin g\ lm pr ov em en t P la ns

\L O

O P

A \C

0.

C O

N

TR

O L

PL

A

N .d

REMOVE

EXISTING SPIGOT

INSTALL NEW

SPIGOT PER

DETAIL 5 ON

SHEET C5.5

4s A//RE-GRADE ERODED AREAS OUTSIDE LIMITS OF NEW

CONSTRUCTION AT 3:1 TO MATCH NEW GRADES.

REVEGETATED PER CONTRACTING OFFICERS

MTATiVE

// / / \ JJ. \V /%// s15 / x // /, /M\ X y V v* / /• y /%yiy

17.68TW/k 34.80SWALE A1

SEE SHEET C4.3

FOR PROFILE

30’

W\uO 36.28 «3.69 4.0843.33 t / .6.22l “hr 23,;$43.54-v

42.29-0\ > 42.93-\V

\Nk/37474TW 37.38TW38.87 "Mf v/N ft, %\\ vy-\ / 3'2.27-^ 34.39 22.90-\/

V'

'W/J 14.81

35.86Vy 36/ xsA-

. (4,30; 'Vi,54.3-V/r"119/ 32.52 35.97

37.39 n

EC37.29-1

117 20.87 20.257* i .75 XV/ 115}^\ /a\ i

: 34.5933.9 /-31.08

32.37

©zig^STW??' <b:

/47.7 34.57© 34.20 -14.61 13.23 d- 21.75 15.73-\ /t

! V/ 7IE 42.0:A .20 A BC18.12-1

-* V J

BC22.2 \o / ■h1 N

9>: *3-9 \/ 22.7/29 0.69 \#7% 3.03A \A ii>T43.65

EC44.1J

- 44.14

$*+00 /

W18.22 A/ 15.01afo36.6$■

CNF 4.0© 8.72CULVERT 1

18” CMP

-b V0.66I36.86 /xo>\ CO

\ /-N«\ , 14.9Co 3.3V-BC13.36\ - I- 17/57 *0qCfl41.4436.42- 36.2£ cv43.7 * * •>? * * BC2<$U’' ’ I 25/29~ \<o CO /43.9. IDUMPSTER PAD A 2.80Is/J 34.84 32.53

32.46 \f T48.2254.59TW 6.5

® 24.59

—24.90-

2.76744.6 \ //•/

- y) \fj N -12.61V\46 45.0

• \\- fk* \ Vb/N.

(o'/ y

3.79 15.12-^

BC14.2.

31.8! v\\ veil 30.31 12.26VV / 18.15/:46.2' y1 iJ 32.1148.97 i A11 M7.34 13.48^4

18.i/.V i'6;58\^v\ z/ Vm a 7/VJ11 \n: GRADE

BREAK

(TVP)

m 0^219.' I7.8738.28 V:; ^ 1.835s. / if a

•*x I\Vi 2.18W ??? VI 8.07 X \ *.43.0 I vo<j48.57 11%12d}K>ip 11.33]36.

34.5

\ \VI*\

-H2.06 -11.49 ^l 11.31 <

La

* inWi\ ,d,114)3t9 13.3 12.41/f 8.25 -24.89•*v

L" |a. . ..,. %. . •“SSMi A/// N 31.80^ BC11.49-sJ

, 11.59-<^ /// jfx*05s4 1 13.0:

1 7- 24.2 0.97i^KIP!

52/16TW

3U4: 12. i3.32 ^V «•

11 I1.

-A \ v V;\ :S/'A<7//:<-;9. IE 10.03.51 9.72 v CULVERT 5

18" CMP

E 24.20 yi‘BG58;72~^

■ CULVERT 2/

; (EXISTING)/

icA1/ VOv 2.0%I— LIMITS QF GRADING (TYP.)I 26.24% 19.8i47.66

46.94-/ Vl 12.55^^x' ’AT’5+00

—HH—V—’A1’5+08

E 28.77^6.11 o:| -41.95\\ n <a/

AV7 Adjust ex^l^s^

LTO GRADI

5.67 46.24 /Ju ✓/V 1.09 1DITCH A1

SEE SHEET 4.3

FOR PRORLE

/>X" O48.9 E 8.481.0950.49 o36.89 0.75• LIMITS OF GRADING (TYP.)101 +/T49.95 0.59■ 13.7:

& y o CO

\m.

"N1.35 ■T CULVERT 6

18” CMP _

3.55m14.36 0.55% CCM l V•/ i©il H\\s48a>6 .6 -29.<73 •O’ yEC52C01 •. P2.98 p*V45. « > V. 'H'U2.99 EX.82 14.0-29.96 0.21A1 +r-53777 11.86 10.82

' 30.6 30'.63 26.63 KdAf1 BOULDERS

(TYP.)

14.5042.06 CMr I5/.8' *'<b/■

U/ —BCT0.9

11.53

-30.58-39.08 38.59

K)14.720.19 4.9 1.7%26.52 ■<fEC33.0 34.20-xL=T K

31.54 6.43-31.2043LQ0-f A2+0O GRADE

BREAK

(TYP)

10.9840.28/ .60 di

'llV jf-A® 1.002.64

11.83CO I4 <b27.841//-f i l s: 5.85 —25.16 /-24.15

-BC24.05

co 743.6' / :/l°5ky/^■/- y 26/99, :/\rfcSSo\ 44.3 oi: \ ‘ ’ -V 4J^C»0 15.3147.1 //1.15 \/'■ass?

in H-2.50 -21.98-"vss 0.78A //BC38.2V X 4.456144 © *

0.86/ /1 0.9920.08/ - L/ -r-~x

/o43.9 \ 1.19XN\ 18.68y 43.9 /^ \\ 3.78 -37.33to py#7 * / al+0p \4.21 c£> 32.9 \

14/.52-V /NId 7/ / 37.26RE-GRADE ERODED AREAS

OUTSIDE LIMITS OF NEW

L CONSTRUCTION AT 3:1 TO

/ MATCH NEW GRADES.

REVEGETATED PER

CONTRACTING 0FRCERS

REPRESENTATIVE

/\\^i I'7 \■ /\ .

UMITS OF GRADING (TYP.)/31.1 //

37.2'^x\ 00) -28.41 19.9 to o\\SKI y^. -37.26 L- x21.6!3a66-

30.98 23.9N\

EXISTING \ T

\ COMFORT \- \\\

\ STATION '

% \ FF=6137.36

\A \*x 21.2.A i \ ¥:C16.2./ A ID 21.65-0■A/ / V3D.46//I /

EXISTING

SENSITIVE

AREA (TYP.)

,’6-Y.28-37,25/ !% *j»3.■12.48i >*-30.97| >7.26-37.2 /\

/0®<;s* c V • •/ • /8.92

¥\C % :\ -30.82y/j, ,N.

<5* r~ LOOP A —

ROAD

SEE C4.1

FOR ROAD >

/ PRORLE

o8.18 1$.56Vi.V' ‘

%/ -25.68 ■5, \ CM*b.LOOP A QUANTITIES // 12.0!A2,4+0i38.3: 23.0 12.9<\ IE 8.65 I*\ i'S=r*j<Sr%^rr^ 1.74 \C0 \tO \

37.2! 1M-/ -21.64?'JS 13uQUANTITYUNITITEM CULVERT 4 (EXISTING)/ p3$.86 12.56\ i21.0!\ .v.

V36V25VIE 3344 1E.9.fA' s —. [108sS/ / \ 0.50r7 IEXISTING AC PAVEMENT AREA -

ROADWAY ONLY

s> /

1683SY IE 34.56-J

CULVERT 3

18” CMP

\ '•S' *\N

\ 10.7: A\ DITCH A2 \

SEE SHEET C4.4

FOR PRORLE

8.18\ 3.70EXISTING AC PAVEMENT VOLUME 142CY \

) \v\ IMATCH EXISTING

\L00P $ EP

EXISTING BRUSH

AREA (TYP.)

\\i

UMITS OF GRADING (TYP.)(EXISTING PARKING SPUR AREA 206SY % *•*»

— ADJACENT CAMPSITES IN------^

LOOP B TO BE REHABILITATED

DURING PHASE 2 OF

CONSTRUCTION (NOT A PART

OF THESE PLANS)

i \s%EXISTING PARKING SPUR VOLUME 40CY ' \ /

2,644PROPOSED AC PAVEMENT AREA SY \X \ ©\

\ RE-GRADE ERODED AREAS OUTSIDE

UMITS OF NEW CONSTRUCTION AT

3:1 TO MATCH NEW GRADES.

REVEGETATED PER CONTRACTING

OFRCERS REPI

\S \\PROPOSED AC PAVEMENT VOLUME 257CY \ SLsn\ Vi

V \y GVt-MTATIVE3SIPROPOSED AC ROAD BASE VOLUME J§ C041711 gj|441CY

NOTES:

—5 I

PROPOSED AC ROAD SHOULDER

BASE VOLUME

GRADE CAMPSITES TO DAYLIGHT AT 3:1 UNLESS

OTHERWISE NOTED ON THE PLANS.

SEE SHEETS C2.1 FOR SITE PLAN INFORMATION.

SEE SHEETS C4.1 THRU C4.4 FOR LOOP A ROAD, DITCH

AND CULVERT PLAN AND PROFILE INFORMATION.

1. PVf*

^PF CM&f, 316 9CY i*20* 40’20’ 0

2.

PROPOSED AC PAVEMENT - CUT* 179CY 3. SCALE OF FEET

ys ..

PROPOSED AC PAVEMENT - FILL* 217CY DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET

YOSE 104

166739

ROAPROPOSED EARTHWORK VOLUME

CAMPSITES AND TRAILS - CUT 661CY GRADING PLANPROPOSED EARTHWORK VOLUME

CAMPSITES AND TRAILS - FILL C3.1MCR646CY PMIS/PKG NO.

314406ATECH. REVIEW:

ADJUST EXISTING UTIUIES TO GRADE LS 1 KLM SHEET

REHABILITATE CRANE FLAT CG - LOOP A

YOSEMITE NATIONAL PARK

DATE:* QUANTITIES ARE TOP OF AC PAVEMENT TO

EXISTING GRADE. INCLUDES ROADWAY AND SPURS. 7 OF 206.9.20216/

/2

9:

:4

A M

/1

1/

:4

A M

K R

IS

TI

N M

O R

TO

N

Y :\C lie nt

R le s\

\2

2-

3\

C A

D \E ng in ee rin g\ lm pr ov em en t P la ns \L

P

A \C

3.

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A D

IN

G

P

LA

N

LO

O

P A

.d ffl ffi6165P 6165o mo to9(5 ^

Qil 00 o g of® o

Cj) O oLl. POin cm«> +CO o oooo< <n ^

SJ5

in oo

6160^- & inso 6160to:^ook-4 •Oo^ ffi\. o x».6155 6155(O r^ Pco 100.00 V.C.o'X, + PVI STA: 2+20.00

PVI ELEV: 6140.96

HP STA; 1+69.92

HP ELEV: 6144.72

K = 28.187 x-to o>• •<t— ffi (O CMCM 5C6150 6150

CM ..CO+

(O M" --•« • • ffi u pp o..EXISTING GROUND AT CENTERLINEm m

4x16145 6145 LlI

GO

LU ..X CMin\ 05 LUin6140 6140tffto+ ^

CMto LU ..x■v, bJffiPIP

FINISHED GRADE

AT CENTERLINE mx P

X" %6135 O 6135xT Oo U_

CM

<^7 + CM

0>■0. to o><eCM

CO

6130 6130

00X.X.

6125 6125 fc\N 200.00 V.C. LJ

PVI STA: 5+80.00

PVI ELEV: 6106.13

LP STA: 5+81.39

LP ELEV: 6110.64

K = 11.080

C\NO

O

O CO

Pi CM © <6120 SE 6120 Oin Ooo in•V- ^*<o

(AOO

-X5;

X

6115 6115

FINISHED GRADE AT CENTERUNEEXISTING GROUNDAT CENTERUNE

’A1*4+50 + +6110----------

’A1 *0+00 + + + I + + --------6110

’A1’5+50*A1’1+50’A1* ’A1’2+00 ’A1*2+50’AI‘0+50 ’A1’3+00 ’A1 *3+50 *A1 *4+00+00 *A1 ’5+00 m1 z! E

/ *LOOP A ROAD PROFILE S C04171

\¥%^zzy*

TIM

a § H0RIZ SCALE r=20’

VERT SCALE 1”=4’

20’ 20’ 40’0

SCALE OF FEET

DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET

YOSE 104

166739 R0A

PROFILE SHEE1msB

C4.1MCR PMIS/PKG NO.

314406ATECH. REVIEW:

KLM SHEET

REHABILITATE CRANE FLAT CG - LOOP A

Y0SEMITE NATIONAL PARK

DATE: 208 OF6.9.2021

1 ”=20 r=4*

HORIZONTAL SCALE:

VERTICAL SCALE:

.0 if-

.6

(s i i

.7

.0

/61

.3 1T\

.6

.8

I O \ '61

.1

.4

.1

: c

.8 i **

.5

.0 r61

.3 0> S)

‘o/f 6

.9

.3

.2

• V ! C

.0 f ;

>1 a

.1

(6

0, 2)

(6

2.

4)

.6

(6

4.

8)

.1

.6

(6

6/

/2

3:

:0

PM

/1

0/

:4

PM

K

R

IS

TI

N

M O

R

TO

N Y

:\C lie nt F ile s\

\2

2-

3\ C

AD

\E nq in ee rin g\ lm pr ov em en t P la ns \L

P

A\ C

4.

PR

O

FI

LE

S H

EE

T

- L O

O P

A.

a>o o

FINISHED GRADE AT CiNTERUNEo oo u_

CM+ 0> •^5

£ CM

(/) CO

C/

■QT

i^5"'" X Q(/>

HP ELEV: 614B.74

K = 23.262 4.00%

Sg CM O) rf-+ 2-

CD CO

iHiii oq mo o ixiixi9 o O Cl

+ <g o> o .. g< to

STA: 10+98.46, GB

6148.97 FG

io

0co co

FINISHED GRADE AT CENTERLINEEXISTING GROUND AT CENTERUNE

" O

LU

~ GO

6115 t IxJ

Ll.o Ld

6110 <O o

•4-

- 6105

’A1’11+00’A1 o+OO 'A1 o+50 ’A1 '9+00 *A1 *9+50+50 *A1* 10+00 'A1* 10+50

PVI STA: 5+80.00

PV! ELEV: 6106.13

LP STA: 5+81.39

LP ELEV: 6110.64

K = 11.080 o®°9 cm O Jrt00 z-

6H5+-

+ CO

C/3 LU

OO

> > CD CD

t6110 o I

X o

CO

6105 + ’A1*i'A1’5+50 ’A1 o+OO

GROUND AT CENTERUNEEXISTING

rS*"'

0*02^ S«00

CO CO

• *iDm

QIO

’A17+00 *A4A1 1+50

LOOP A ROAD PROFILE

H0RIZ SCALE 1 ”=20’

VERT SCALE 1 ”=4*

m§ C041711 § a E*\ * f*/ 20' 40'20'0

SCALE OF FEET

DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET

YOSE 104

166739 R0A

PROFILE SHEET

i* ♦

MCR PMIS/PKG NO.

314406ATECH. REVIEW: i

KLM SHEET

REHABILITATE CRANE FLAT CG - LOOP A

Y0SEMITE NATIONAL PARK

DATE: 9 OF 206.9.2021

r=2o r-4*

HORIZONTAL SCALE:

VERTICAL SCALE:

rJ iJ .1

0+

.6

.7 o> o

<o oo o In o m o »

>oo oo

C M

M

AT

C H

LI

N

E

BE

E in o tn o C

M to

C M co co co co

.9

/61

.6

/61

.0

-61

.1

.1

.0

7 &

.8

V f61

.6

%61

.3

8>}

.1

/61

.9

(r •y i py A.

<C i

.7

(i61

.4 8■ / i \

.2 i

.0

(6

9.

it iS

.8

/61

.5 f’i l

*61

.7

4 2 .4

9)61

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(6

1.

4)

.7 f f

.6

(6

1.

n

LO

O

P A.

dw g

6/

/2

3:

:2

PM

/1

0/

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PM

K

R

IS

TI

N

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N Y

:\C lie nt R le s\

\2

2-

3\ C

AD

\E ng in ee rin g\ lm pr ov em en t P la ns \L

P

A\ C

4.

PR

O

FI

LE

S H

EE

T

PROPOSED ROCK UNED

DITCH FLOWUNE

PROPOSED FINISHED

GRADE

CO jj to - 05 O r<- d

+ JO+ D CONSTRUCT

ROCK

Dl 5SIPATER v>

PROPOSED FINISHED

GRADE OF LOOP A

ROADWAY

CM

00 ~ t- N + JO r- *y

< 5 no ^ o ^ to n

CM

+ o

\—©6155 <i \u x

+2<5*

\ PROPOSED ROCK UNED

DITCH FLOWUNE\J,

X

CULVERT 6

46 LF 18" CMP ® 11 > %

‘X.

EXISTING

DITCH

PROPOSED ROCK UNED

DIT^H FLOWUNE

CDdo _ O Jj £ 9 -ca O O

CO CM M

CM

PROPOSED FINISHED

GRADE:MAINTAIN T2fl

MIN. COVER

■M"+

CM

<: CO

(/) O xi

O “ o oO) N .+. £

CM N

X

CO

EXISTING DITCH

aOWUNE

CULVERT 1

54 LF 18” CMP ® 6.9%

X, *3* mm:7 r* • Cn— I'X/ A9+00*k/ f,97 c V 4 . • • oo,/ ’A1 *5+08\*■^i-A+Oo.y A ■<*mit mJi X i. \ 4-L © i• ■ •

\ \ , ©c\ 'o»

3a«

+X V

*-i ©/ @ rrr-tv-^r 9 V0\ 00 © 39*

.1 X !//*

OG'a:

•m3 ©* v*fr- O# ■ > *J

/Q#/ ♦ \*5X -•

4 \ f\\\ X.

\\ 4\

<b»

T©(h\<N X

®\xlUSIC /$* $ ©9 ,\

■?/*' ©m /'Ssr> \ 'V?A \r,✓ t t LlJ6135 *

O LlJ

<O O

CO

40’20’ 20’0

SCALE OF FEET

6110 6110

CULVERT 5

66 LF 18” :MP ® 2.4% *7FINISHED GRADE AT CENTERUNEEXISTING GROUND AT CENTERUNE C041711o ct ♦+6105 + + ++ ++ + + 6105+

*A1’1+50 *A1’2+00 *A1 z+50’AI’f+00‘AI’0+00 ’A1 *3+50’AI’d+50 ’A1*3+00 ’A1 ’4+00 ’A1 *4+50 'A1 '5+00 *A1 ’5+20 to ■-TN

X CO

-X CM

J fO X,'- S

X' CMCO COoo ^ O)05 CM co o intoX 1 "=20CMCO in: cm 05 HORIZONTAL SCALE:

VERTICAL SCALE:

ro05 o ro cn coco o DO to ,x,f. ro x in to fx. CML

§. o ;; o

CM

' CO

V-' co oo 1 “—4*■NT-m /-•Xto to to CM CM CM ; co cr*- es5.co 5 DJ COco CO XX COCO CO co COCO CO COV-

DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET

YOSE 104

166739PROFILE SHEE1

DITCHES

SWALE A1 PROFILE ROA

&M3 HORIZ SCALE r=20*

VERT SCALE 1 ”=4’ C4.3MCR PMIS/PKG NO.

314406ATECH. REVIEW:

KLM SHEET

REHABILITATE CRANE FLAT CG - LOOP A

YOSEMITE NATIONAL PARK

DATE: 10 of 206.9.2021

/h

/ S

TA

. 0 +6

4.

1-

-6 m ) I

E

/ S

TA

.I 4+

.3

W

TO

TJ

O

IE

t

/r

4■A

.4

FL

6/

/2

3:

:5

PM

/1

0/

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K

R

IS

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N

M O

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:\C lie nt R le s\

\2

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PROPOSED ROCK LINED

DITCH FLOWUNE

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FINISHED GRADE AT CENTERLINEEXISTING GROUND AT CENTERUNE EXISTING CULVERT 4

47 LF 18“ CMP @ 2.25%

PROPOSED

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FLOWUNE

CULVERT 3

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SCALE OF FEETV,

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314406ATECH. REVIEW:

KLM SHEET

REHABILITATE CRANE FLAT CG - LOOP A

Y0SEMITE NATIONAL PARK

DATE: 11 OF 20im 6.9.2021

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MCR PMIS/PKG NO.

314406ATECH. REVIEW:

KLM SHEET

REHABILITATE CRANE FLAT CG - LOOP A

YOSEMITE NATIONAL PARK

DATE: 12 of 206.9.20216/

/2

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HDPE SIGN BOARD

5/16” X 3"

BOLTS (TYP.)

SIGN

6" X 6" PTDF BREAKAWAY

POST (TYP.)

COMPACTED NATIVE SOIL

UNDISTURBED SOIL

N-rjrjTA

V7/X ■/.A /

CDEDGE OF PAVEMENT /

SINGLE POST SIGN

NOTES:

1. ALL SIGN BOARDS INSTALLED ON SINGLE POSTS SHALL BE CENTERED

DIMENSIONS ON SIGNS WILL VARY ACCORDING TO SIGN TYPE

DIRECTIONAL SIGNS WILL BE STAKED ON GROUND BY CONTRACTING

OFFICERS REPRESENTATIVE

ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT BOLTS AND NUTS

2.

3.

4.

TRAFFIC CONTROL SIGNAGE

NTS

SIGN INSTALLATION 3

C5.1

2' MINIMUM' VARIESr-fa 1r~i•sr s 30"

4”rr—4" 18'

NOTE 3

NOTE 4

NOTE 3

pcNOTE 4 nONEP ' 30”

DO NOT WAYTOP 24"

iSTOP SIGN (R1-1) Z ONE-WAY SIGN (R6-2)ENTER O 1o l 2 1) CARRIAGE BOLT (3/8")

2) GALV. WASHER

3) SIGN

4) POST (6"X6")

5) METAL WASHERS

6) NUT

7) RECESS

IDO NOT ENTER SIGN (R5-1) TO BE

LOCATED ON REVERSE SIDE OF

SAME POST AS STOP SIGN WHERE

CALLED OUT ON THE PLANS

7’-0" 3 i

7'-0' 4 I 12'-4"12'-10‘

5EPEPI I 6JMNOTES:

1. ALL SIGNAGE SHALL CONFORM TO MUTCD, STATE

REQUIREMENTS, AND CAMUTCD SUPPLEMENT.

2. TRAFFIC CONTROL DEVICES/POSTS SHALL BE CRASH-WORTHY.

3. ALL SIGN POSTS SHALL HAVE 1" 45“ CHAMFER ON TOP END OF

POST.

4. ALL CARRIAGE BOLTS SHALL BE 3/8"; ROUND HEAD, INSTALLED

PER THE SIGN INSTALLATION DETAIL BELOW.

5. ALL TRAFFIC SIGN POSTS SHALL BE 6"X6" PRESSURE TREATED

DOUGLAS FIR ROUGH CUT WITH BREAKAWAY HOLE DRILLED,

SEE SPECIFICATIONS.

6. ALL POSTS SHALL BE SECURED BY COMPACTING NATIVE SOIL

AROUND THE BASE OF THE POST.

7. ALL SIGNS SHALL BE INSTALLED AS LOCATED ON THE PLANS,

AND SET 2’ CLEAR FROM PAVED ROAD EDGE.

8. ANYWHERE STOP SIGN AND DO NOT ENTER SIGN ARE LOCATED

AT THE SAME INTERSECTION, BOTH SIGNS SHALL BE MOUNTED

ON OPPOSING SIDES OF THE SAME POST.

NOTE 5 NOTES

7ITTT 1 TTII' II

NOTE 6 NOTE 6 3’-0'3-0'

i mii XT3? te££ MEADOW

PROTECTION

AREA

DO NOT

ENTER

T6"-i 6"

6' 6"Lr-6" r-6"

MEADOW PROTECTION AREA

SIGNAGE TO BE INSTALLED WHERE

CALLED OUT ON THE PLANSSTOP SIGN 1 ONE WAY SIGN 2

C5.1 C5.1NTS NTS

EP

SEE PLAN FOR WIDTH

12" GRAVEL SHOULDER ADDITIONAL ROAD SECTION.

SEE PLANSSTOP BAR

10'12"

GRIND/MILL 2" OF EXISTING

PAVEMENT SURFACE (TYP.),

SEE NOTE 1LJ A A 4"A

EXISTING PAVEMENT

AND STRUCTURAL

SECTION

24" MIN4>

WIDENED ROAD SECTION -

SEE PLAN FOR

DIMENSIONS

V /// / , ROAD SECTION\Ju NEW PAVEMENT

STRUCTURAL SECTION

REFERENCE DETAIL

3/C5.5

L 3-2"

NOTE:NOTES:

STRIPING AND MARKINGS SHALL CONFORM TO MUTCD, STATE REQUIREMENTS,

AND CA MUTCD.

STRIPING AND MARKING LAYOUTS SHALL BE REVIEWED AND ACCEPTED BY

CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO APPLYING PAINT.

"STOP" TRAFFIC MARKING SHALL BE CENTERED ON THE STOP BAR.

1.

NOTES; 1. STRUCTURAL SECTION FOR AC/AB SHALL MATCH ROADWAY SECTION DETAIL 3/C5.5

GRIND/MILL EXISTING PAVEMENT SURFACE MINIMUM T DEPTH OR

TOP LIFT; AND MINIMUM OF 2 FOOT BEYOND AC TIE-IN JOINT.

1.2.

3.

CURVE WIDENING DETAIL 6TIE-IN T-PATCH 5STOP BAR 4 C5.1NTS

C5.1NTSC5.1NTS

DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET0 YOSE 104

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KLM SHEETm REHABILITATE CRANE FLAT CG - LOOP A

YOSEMITE NATIONAL PARK

DATE: 4 *Z OA1 o of 20iw 6.9.2021 a> oo o | CM£ to !3 j

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// 5=.r<?

<$>/32 EDGE OF ROAD--------S3 /

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SHOULDER (TYP.)

\o I \GRADE BREAK, SEE GRADING AND

PLAN SHEETS

CM 7/& fO NOTE:f

7 EDGE OF PAVEMENT7 1. STRUCTURAL SECTION FOR AC/AB SHALL MATCH ROADWAY SECTION DETAIL 3/C5.5gl / Ass s- 7&R=20’ (TYP.) SECTION A-A’£oeg

UJ (/> <£* // | VARIES, SEE PLAN SHEETS

v/<MVQ£

^3 c/5 ro

* Q

IV2» 1 INSTALL CAMPSITE MARKER FACING

TRAVEL WAY. EXACT LOCATION TO BE

DETERMINED IN THE FIELD.R=3’ (TYP.)

*32‘

ROAD3"1 TRAVEL WAY

J o.S to

5-1/2“t]zuj oe

NOTES:

1. SALVAGE EXISTING METAL CAMPSITE MARKER POSTS AND

CHIP OFF EXCESS CONCRETE.

2. ATTACH NEW CAMPSITE NUMBER TO EXISTING CAMPSITE

MARKER POST WITH (2) SELF TAPPING SCREWS

3. SIGN SHALL HAVE 3M HIGH INTENSITY PRISMATIC WHITE

NUMBER WITH BROWN BACKGROUND.

4. 5-1/2" REFLECTIVE ALUMINUM CAMPSITE MARKER SIGNS

5. MARKER LOCATION AS SHOWN ON PARKING SPUR DETAILS

OR AS DIRECTED BY CONTRACTING OFFICER

PLAN VIEWII 3/16“

HOLE

3C O

CO CO

_ UJ

fO Q

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1/8 If

5-1/2" o

LIMITS OF CLEARING

lo

0*00 14’-0" SECURE CAMPSITE NUMBER MARKER

OVER EXISTING CAMPSITE NUMBERING

(SEE ABOVE) ■JXK ROADBED/PARKING WIDTH

VARIES SEE LAYOUT SHEETS

1/2Q£ Vi 2' 2'

CAMPSITE MARKER PLATE1’

£ SALVAGED EXISTING

METAL POSTto

I S2 o UJ <5Q fO

2% SLOPEto

MATCH EXISTING HEIGHTCONSTRUCT CUT-SLOPE @ 3:1

UNLESS OTHERWISE SHOWN

ON PLANS

AC PAVING AND BASEOi S \n • y .-

ROAD SECTIONto • iOo 77T <///yy£ Uj V/</ mo rs' sa. 3:1 SLOPE

.7SECTION B-B’

EXISTING GROUND. SCARIFY

12", MOISTURE CONDITION,

GRADE AND COMPACT NATIVE

SOIL TO 95% M.D.D.

EXISTING BURY DEPTHSMATCH

NOTE:0

1. STRUCTURAL SECTION FOR AC/AB SHALL MATCH CAMPGROUND ROAD DETAILCMos :

i 3 CONCRETE. SEE SPECIFICATIONS pc t/5 i—12"0—1s_.

EXISTING CAMPSITE MARKER POSTPARKING SPUR 10i 3 C5.2NTS NTS C5.2ui toan

So o £ DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEETo

* C041711

^OF CAL

U QC YOSE 104

166739 Q- DETAIL SHEE1ROAHi /

UJm *

70 C5.2MCR§ PMIS/PKG NO.

314406A % Xo TECH. REVIEW:

KLMo ’ SHEETCNI ... REHABILITATE CRANE FLAT CG - LOOP A

YOSEMITE NATIONAL PARK

DATE:CD 14 of 20CM 6.9.2021f) i 00 sS

NATIVE SOIL, COMPACT TO 90%

RELATIVE COMPACTION.

REMOVE ROCKS, LEVEL AND

RE-COMPACT TO STABILIZE. SEE

SPECIFICATIONS

(1) PICNIC TABLE

SEE DETAIL

(1) STANDARD BEAR

BOX, SEE DETAIL

;• . • A* 'I '» •Ts7 .. • *•’ v n•* A*

% • *V> sV* 9mN4« v% 4%V J ' s ♦ * ffc. » GENERAL CAMPSITE NOTES:

1. SITE AMENITIES, SUCH AS TENT PADS, PICNIC TABLES, FIRE RINGS, BEAR BOXES, ECT. TO BE LOCATED

AS SHOWN ON PLAN SHEETS UNLESS MARKED IN FIELD BY CONTRACTING OFFICER'S REPRESENTATIVE.

2. TENT PAD IS A MINIMUM 8'x8' AREA CLEAR OF ANY DEBRIS WITH NO GREATER THAN 3% SIDE SLOPE.

3. CAMPSITE SUBGRADE TO BE SCARIFIED TO 6" MINIMUM, MOISTURE CONDITIONED, LEVELED, AND

COMPACTED TO 90% RELATIVE COMPACTION. REMOVE DEBRIS AND ROCK MATERIAL GREATER THAN 2"

FROM TOP 6". SEE SPECIFICATIONS.

4. CAMPSITE SLOPE SHALL BE 2% MINIMUM AND 3% MAXIMUM. CAMPSITES SHALL BE STABILIZED AND

GRADED WITH SLOPE TO DRAIN WITH NATURAL TOPOGRAPHY SO RUNOFF WATER SHEET DRAINS

ACROSS CAMPSITE.

5. CUT AND FILL AROUND CAMPSITES SHALL NOT EXCEED 2:1 SLOPES (3:1 PREFERRED) AND SHALL MATCH

THE CAMPSITE'S SHAPE.

6. RETAIN AND PROTECT EXISTING VEGETATION WHEN IT DOES NOT CONFLICT WITH GRADING.

7. MAINTAIN A 5FT. MINIMUM HORIZONTAL DISTANCE AND A 10 FT. MINIMUM VERTICAL DISTANCE BETWEEN

CAMPFIRE RING AND SHRUBS AND SMALL UN-LIMBED TRESS.

8. IF SITE CONDITIONS DO NOT ALLOW THE BEAR BOXES TO BE LOCATED AT THE LOCATIONS SHOWN ON

THE PLANS, LOCATE THE BEAR BOXES AWAY FROM THE TENT AREA TO THE MAXIMUM EXTENT

POSSIBLE FOR SAFETY AND OUT OF DIRECT SUNLIGHT TO THE EXTENT FEASIBLE.

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(1) STANDARD FIRE RING WITH

GRILL SEE DETAIL(1) TENT PAD (SEE PLANS)

NOTES:

NO CLEAR SPACE FOR ACCESSIBILITY REQUIRED FOR STANDARD

CAMPSITE LAYOUTS. CAMPSITE FURNISHINGS TO BE INSTALLED AS

SHOWN ON THE PLAN SHEETS UNLESS OTHERWISE DIRECTED BY

CONTRACTING OFFICERS REPRESENTATIVE.

1.

SINGLE STANDARD CAMPSITE 3

C5.3NTS

CLEARING LIMITS

SEE GRADING SHEETS

CUT BRANCHES FLUSH

WITH TRUNK TO AVOID

STUBS (TYP.)

CLEARING HEIGHT 10’

(2) PICNIC TABLE

SEE DETAIL I

(2) STANDARD BEAR

BOX, SEE DETAIL

6" COMPACTED NATIVE

MATERIAL, 90%

I

MAINTAIN TREE BOLE

ELEVATIONS. TRANSITION TO

FINISHED CAMPSITE GRADE IN

2‘ RADIUS AROUND TREE

»■"T? TV* • * V% \s99S %r *.*.%> •*9\ \•v •« *99% 2:1 FILL SLOPE MAX* V 9s

44* 4».4 4 H VARIES 8-10*-^s 4|V

■# a«4

^4 ». **»4

4 94 DIMENSIONS VARY4l.f "I1 * • *I 4« y &t v COMPACTED NATIVE FILL OR

LOCAL BORROW MATERIAL 90%

M.D.D.

4 .» •• &t•m 44 •* 4 4A '.v •*4 444»

^4 * ^ *•*%: ii•4 • 44 / * 4' MINIMUM%••• « / <ft* > •*« v *4 ft 4•4. EXISTING GROUND. SCARIFY 6", MOISTURE CONDITION, GRADE AND COMPACT NATIVE SOIL TO 90% M.D.D.4% '• *' 4 */

•ft* *

* 4*

94' 4

4 4 > 4*' •»♦4 V*, v99 A4 t 4 4 ••4 4•V r4*4 K <*y •> v4*4 *4 •4

2:1 CUT SLOPE MAX</» *4 4 *

\ x'sX-*& *• » •4•4 4,*•>4 4# *> * * • *'<9$4 4 • % A•• t % ,4* •4 * ■x *•u 4 t 4 \ft A 94 *4

/>/- / ./Vv y es 8-i6lyx T«•,y /‘Xff

•*S \ ••4 • 4 S / \ 4 4% \4 4 4

FINISHED GRADE SHALL BE 2%

MIN IN ALL DIRECTIONS AND 3%

MAX WITHIN THE CAMP UNIT

4 *••4 T9.4 4 /5A FIRE RING INSTALLATION

REQUIRES 4’ MINIMUM

CLEAR SPACE

44 4 4V AV

4* 4 \&•* • 44*: 44 I• • \\x\vsx <\\/\4 4 »4/t » f

*9 -4

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* 4 *,4 •• NOTES:4 4 •t 4•• 4 ft 4 *4*4,*4 ' V %** * I*

V •I <4 REMOVE ALL TREES, STUMPS AND ROCKS

PROTRUDING FROM FINISH GRADE WITHIN CAMP UNIT.

1.4 4 ••• **• ft 41 i4.4 \9 4 44 V,4 \ 1ft • *4*4-H. .* V•4 A • ^•5 *ft* 4 • 4• ftV *4 ft4« ft 4

4** 4 • ‘ .

4 4 •4 • 'ft* 4 • •**

••4

*. I 4?\ % 4 '{ V*%• v•* .* *4 ,1•••4 A** *ft* ,«4 *• # **’* A* 4 4 .4AAA

TYPICAL CAMPSITE CROSS SECTION 5

(2) TENT PAD (SEE PLANS) C5.3NTS

(2) STANDARD FIRE RING WITH GRILL.

SEE DETAIL

NOTES:

NO CLEAR SPACE FOR ACCESSIBILITY REQUIRED FOR STANDARD

CAMPSITE LAYOUTS. CAMPSITE FURNISHINGS TO BE INSTALLED AS

SHOWN ON THE PLAN SHEETS UNLESS OTHERWISE DIRECTED BY

CONTRACTING OFFICERS REPRESENTATIVE.

1.

DOUBLE STANDARD CAMPSITE 4

C5.3NTS

DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET

C041711 §jj|

YOSE 104

166739DETAIL SHEETROA

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C5.3MCR PMIS/PKG NO.

314406A

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YOSEMITE NATIONAL PARK

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©C3 I c 34 S/8

8’ PICNIC TABLE FRAME WITH HOT

DIPPED GALVANIZED FINISH WHEEL

CHAIR ACCESSIBLE

DIMENSIONMODEL

NUMBER isa jMODEL I DIMENSIONa 20 t/ei.. WXTH-8 361/4855/8 a I b3£a-* as&om otujbfesi 'V 1 QI ! I L-32/11 | 11 I 193/4 I 'CM 8£ K> b/ ai %

\ \5 Jj '-CV .< 1titrr s£s 5d=?T!? a77 ; "X T/ I

Ei SIS ^—*£1—3 - e/ J / f jy

T ETCR#oc z oce 19 r \ s£>;i 12 gsgagj8 1 | f\V .w.

UJ (/> 55,S-5

o

-<yj b MANUFACTURERS DRAWINGS 3? DEEP COARSE AGGREGATE FILL• o NOTES: ALL DIMENSIONS M INCHES ALL DIMENSIONS IN INCHESWIO TABLE TO BE PILOT ROCK MODEL WXTH-8 SERIES

TREATED PINE PICNIC TABLE OR APPROVED EQUAL.

1. BRAiWW ^ WXTH SERIES § AND 8 FOOT RAISED TOP UNIVERSAL ACCESS TABLES WITH T X ir LUMBER TOP AND SEAT PLANKS

WtftWJB? L~32 SERIES MULTILEVEL FIRERINQ WITH 6W, y AND 11" FIRE BARRIER WITH

SPADE ANGLE LEG ANCHORS

FyThoma* Mfg. Co,, luc re »m M# * tfmetkm, m. 5W?.M«

11-20-CSCATE mrs S-02- mF||Thomas Mfg. Co., Inc.

no. atm 9m»citef®i»«. ia stoti-aMSmiWM WWM«*» nc. AI-1B4S as®?» AH 860

Spec nca-Jtm BtJim 3PC- ilffi Specification Suaesin SF&FR-olf

*32

5Z“* MANUFACTURERS DRAWINGS NOTES:

1. FIRE RING TO BE PILOT ROCK MODEL L-32/11/AL OR APPROVED EQUAL.

2. FIRE RING INSTALLATION REQUIRES 4' MINIMUM CLEAR SPACE. SEE CAMPSITE CROSS SECTION

J &om FIRE RINGPICNIC TABLE 1 2UJ

CO C5.4NTS C5.4NTS

w

3Z O in co

K> OUJ

to

NOTB:

1. REBAR RECOMMENDED IN CONCRETE PAD.

2. WEIGHT 340 LBS.• Ao

O 00

§p 3 Q£

§ 47.9 i£ ipto

I $2 o u

OQ

«- rO to It 40.5o>

IOJ

so tE 3Bo JL_UJ £ -I [—4.0 ---------- - 37 .^uj

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UMiS$ OJKBWffiE SPB3HHS:O N<WE DATE 4C£8DA.......... ^BearSavers

—3 cmumARE IN

' 13 CHKOT5

ENG/W8. DMOORCANGJIIAK: TITLE:mo FS 30TH] OECtMAL £ MFGAF^t

Q£Tn 8_i «.a.(909)405-1497

(909 405-7780)

WWW.&€CtfS&V£?.GQfY$

COM»BS:o W2l»OEMMR)itCONMINB>IN1ltS ?AS EmwmeswssafiPTOTKnaf SEE DWG. NO. REV

1390 S. MIULIKEN AVE

ONTARIO CA 91741 AAW

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SHEET 1 OF ISCALE: 1:16 WEIGHT:DO NOTSCALE 08AWK®Q

24 35 1uj to

CO

C£

NOTES:

og 1. STANDARD BEAR BOXES TO BE BEAR SAVER MODEL#: ’FS30\ FOREST BROWN, OR

APPROVED EQUIVALENT AS APPROVED BY CONTRACTING OFFICERS REPRESENTATIVE.

BEAR BOXES TO BE MOUNTED TO TWO 48" LENGTHS OF 6"X8” PRESSURE TREATED

LUMBER FOR THE FOUNDATION SET TO FINISHED GRADE. LUMBER TO SIT ON 6"

AGGREGATE BASE COMPACTED TO M.D.D. 95%

£5So 2.11

OC CL.

DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET

9\ YOSE 104

166739DETAIL SHEETR0A.'tW ®,C041711^lj

( / mC M,i mk

UJ^

UJ C5AMCRs PMIS/PKG NO.

314406A mg o x riTECH. REVIEW:BEAR BOX 3 u.

t IKLMo ‘

« s SHEET05.4NTS REHABILITATE CRANE FLAT CG - LOOP A

Y0SEMITE NATIONAL PARK

DATE:CO 16 OF 20mCM 6.9.20210Q^

1/4" 0X3/4" BOLT TYPICAL ROCK GROUPING 1 - 3

ROCKS, WEATHERED SIDE UP. SET

ROCK BARRIER 1/3 TO 1/2 BELOW

FINISH GRADE.

ROCK SIZE - 3 FEET MINIMUM IN

ANY ONE DIRECTION.

ADJACENT BARRIER ROCK 4’-0" MIN

5'-0" MAX

3'-0" MIN

4*-0" MAX

POST SECTIONV ROCK, SEE

NOTES 3 AND 48X8X4-0" ROUGH SAWN

PRESSURE TREATED

DOUGLAS FIR POST.

CFIBER-i

WASHER 4 / /ZZ/ / A

FINISHED

GRADE

/ 3' MIN.

INSTALL SNOW POLE BRACKET TO BOLLARD.

ONE BRACKET PER GROUP OF BOLLARDS AS

SHOWN ON THE PLANS.

4* MAX IV MIN

POST TO BOULDER

3/4.,-j 3/8» ' I1

CO SNOW POLE BY

OTHERS

1*-8" MIN.7* 7^ 7^ 7^4’ 2'-6" MIN/I 44 {mi ASPHALT

CONCRETE

PAVEMENT

ar-METAL

POST

1S

¥7/16" X 3/16" SLOT V 4 v \ v ,\pF-\ XCM

\< "D FINISH GRADEnL. ■A A X Vsy V\ .x x x XI 44;Cl31/8*8 Mlo5 /

31MTTARGET

PLATE

To \c \ill V.«p 1< >1I1

CMTOP VIEW § i Ii. \i u: I W I:BRACKET ;t 1 1/3 ROCK HEIGHT MIN

1/2 ROCK HEIGHT MAX- -VCO VV

\ iijrtiiim 4 ro NOTES:<r3/16" 0 HOLES jg in

1! M. rs—™r MAX DISTANCE BETWEEN ROCKS OR LOG BARRIER SHALL BE 5’

APPROXIMATE BARRIER LOCATIONS ARE SHOWN ON THE PLANS. EXACT LOCATION SHALL BE AS DIRECTED/ACCEPTED IN THE

FIELD BY THE CONTRACTING OFFICERS REPRESENTATIVE.

SEE SPECIFICATIONS FOR ROCK REQUIREMENTS

ALL ROCKS SHALL HAVE UNIFORM DIMENSIONS W/ DIAMETERS VARYING 5% TO 15% IN ANY DIRECTION

DISTURBED EARTH BECAUSE OF INSTALLATION OF ROCK BARRIER SHALL BE BLENDED INTO THE SURROUNDING GROUND

WHEN LOCATION STAKES ARE USED, THEY DESIGNATE THE CENTER OF THE ROCK BARRIER

1.

COMPACTED NATIVE SOIL.=3* 2.

i 11~i fSLOT IN EACH SIDE

OF BRACKET

CM II£ fO Ii * NOTES:

1. PLACE ROCK & POST BARRIERS 3’-0" MIN. FROM EDGE OF TRAVELWAYS.

2. PLACE ROCKS IRREGULARLY AND NOT IN A STRAIGHT LINE.

3. WOOD POST GROUPING - MAXIMUM 5 POST IN A ROW.

3.CM

IO' 4.t Q£ z oa: 5.UVi£o 6.o NOTES:

1. INSTALL ONE SNOW POLE BRACKET PER BOLLARD GROUPING AS SHOWN ON THE PLANS.

2. SNOW POLES SHALL BE FURNISHED WITH PROJECT AND SHALL BE 1" ID X 10‘-6” LONG SCH. 40

STEEL PIPE.

3. REFLECTIVE STRIPE SHALL BE 3M HIGH DENSITY GRADE PRISMATIC REFLECTIVE SHEETING, PART #3930, AND SHALL COMPLETELY ENCIRCLE THE POLE.

CT i 1"N POSTId % SIDE VIEW BOULDER BARRIER 4oc4</) BRACKET TO BE 1/8" X 2" MILD STEEL GALVANIZED

AFTER FABRICATION

; o C5.6NTSt/iro

SIDE VIEWX

3" r-21 Q

SNOW POLE BRACKET^ -9

tie ja "5 BOULDER AND POST BARRIERSNTS 1j cr C5.6NTS02 \ VA A’in bz lUl XX £ ■: LANDINGLULANDING.m SEE PLANS 11 0. s£ oMINm co z #4 NOSING REBAR

1" CLEAR TYP

o£ 'X'.2 to o o to I3"co

CLEARQ *

#4 @ 24* O.C.

EACH WAYYa 1 4'V,Lit I

NOTE: REBAR HORIZONTAL SLAB

BARS INTO ADJACENT WALLS

111 u.COo PLACE CONCRETE ON 6" MIN. AGGREGATE

BASE COMPACTED TO 95% M.D.D.

£a.

£"5

T3 COMPACTED NATIVE SOIL

TO 90% M.D.D.

to r-I PLAN 6" X 6" X 4’ PTDF TIMBER BASE

FRAME FOR WOOD STEPS

TREAD=>

£ NOTES:tz © REBAR SHALL BE DRIVEN DOWN 1" AND THEN CAULKED WITH ELASTOMERIC SEALANT: ONE PART NON-ACID-CURING SILICONE TYPES; GRADE NS; CLASS 25 AND SHALL BE BROWN OR CLEAR IN COLOR.

6" X 6" SOFT WOOD LUMBER SHALL BE PRESSURE TREATED WITH AMMONIACAL COPPER ZINC ARSENATE (ACZA).

SAW CUT ENDS SHALL BE RETREATED WITH COPPER NAPHTHENATE.

STAIR WIDTH SHALL MATCH TRAIL WIDTH.

ON STAIRS WITH A MINIMUM OF FOUR RISERS, A HANDRAIL IS REQUIRED. HANDRAILS MUST BE BETWEEN 30 AND 38 INCHES AS MEASURED FROM THE LEADING EDGE OF THE STAIR TREAD PER IBC, LATEST EDITION. HAND RAIL

SHALL BE HOT DIPPED GALVANIZED FINISH TO MATCH PICNIC TABLES.

1.

^3"I ac mio MIN 2.10"Sg 3.

4.

£ 5.CONCRETE STAIR SECTIONin

21 o to NTS .C5.6§0a>

48" MIN—VSv- to

WOOD STEP TREAD 6" X 6" X 5* PTDF

WITH HALF LAP JOINT AT BOTH ENDS

TO CONNECT WITH STAIR FRAME

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1- NATIVE SOIL (LESS THAN 15% SLOPE)…