A06_Crane_Flat_Campground_-_Loop_A_Improvement_Plans-Signed.pdf

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COVER SHEET

GENERAL NOTES AND ABBREVIATIONS

CONTROL PLAN

CONTROL PLAN

DEMOLITION PLAN

SITE PLAN

GRADING PLAN

PROFILE SHEET

PROFILE SHEET

PROFILE SHEET-DITCHES

PROFILE SHEET-DITCHES

SECTIONS

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

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TITLE OF DRAWINGA/E FIRM

PRIME:

R.O. ANDERSON

ENGINEERING, INC

MINDEN, NV

YOSEMITE NATIONAL PARK

WORLD HERITAGE SITE

DRAWING NO.REHABILITATE CRANE FLAT

CAMPGROUND LOOP A

LOCATION WITHIN PARK

CRANE FLAT CAMPGROUND

NAME OF PARK

YOSEMITE NATIONAL PARK

YOSE 104

166739

NffllOHAI.

MMX UNITED STATES

DEPARTMENT OF THE INTERIOR

f 1711O PKG, SHEETi

C£ 2^ NO,t c SUB,* it 1314406ANATIONAL PARK SERVICE

DENVER SERVICE CENTER

CARDNO, INC

RENO, NV NAREGION COUNTY STATE of20NAUSGS T0P0 MAP; PARK MINI FOLDER 1987; REVISED & REDRAWN 3/93. UPDATED 11/98. SGSBASIC DATA: PACIFIC WEST MARIPOSA COUNTY CALIFORNIA

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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YOSE 104

166739GENERAL NOTES

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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

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LEGEND RE-GRADE ERODED AREAS OUTSIDE LIMITS OF NEW

CONSTRUCTION AT 3:1 TO MATCH NEW GRADES.

REVEGETATED PER CONTRACTING OFFICERS

REPRESENTATIVE

3*'6

3* 'Wz

Skv . . "Tr EXISTING AC ROADWAY

■»» EXISTING FIRE RING

EXISTING BEAR BOX

EXISTING TREE SALVAGE EXISTING Sb/r\$ yOs, Bl BOX 59EXISTING STUMP'N Oo o

H *SV*6^

EXISTING SIGN 594r< oT7 W rC,fo<9* SCARIFY TO A DEPTH OJ

6". MOISTURE COI

tfgCOMPACP THPH

■ EXISTING CULVERTEXISTING SSMH ijsV..

^4- 4 X,• \ uA ssv

X EXISTING HYDRANT

516 EXISTING CAMPSITE NUMBER

©----- — EXISTING CONTOUR MAJOR (5’)

— EXISTING CONTOUR MINOR (1‘)

EXISTING TREE/STUMP TO BE REMOVED

PROPOSED STAGING AND STORAGE

•%> IUI <99* 59LV!<9 <959 A i ie/cL V ‘A.P•*»- 59 Jr*\, VX •w»y■ vX ♦ * $■ V*

/ H.,t\V »; V A' < x V Ai*i"t. <5Vt. ?« L •■X%VJ-*'<9. ’v t<I

‘A.x~\59 tjr. • *K r»**».V t.*' ■»'c ::V, Xv* ’•.* v*%/ A V #, U >V/L** •' •5. •, t?.o —. Si> V*V. ». / IIEXISTING SENSITIVE VEGETATION A :s. *. v 59»>v/. V.V •iJ* ■f <9f. iv. i *. * l^o5VB % ►/ 5#; i., ,r«/# :« 6-*.C.ft ; :

A: *v EXISTING DRAINAGE / DITCH FLOWUNE » ’t, ♦I

I2( I

•*V *•*».'A“T *• W i4.

RECYCLE

EXISTING

FIRE RING

(TYP.)

<S>A K S>t9 •.H

•r u. P.i* 5;**v». t\J /ja* i;<i * _S * *«i “4*» 1.» «vRELI

:8 V ? c >

4 A* A,/«>' V1 4•* Vin; 4' n* A ■5 <9t K‘ h.& i.5-p -.DBOUDEN .*6 s»S/. Y«i 6*i+£ X.C5l 1 ‘4 V % A,;•t& fK* **Lv/- <3>. ••Mj y.

EXISTING^CAMPSIXE

RKER. REMCWErm?

J\saiWage\(typj

PROTECT EXISTING

TREE IN PLACE

<■& 7•j*

I■VI >•I<9 *r.s C5. / rj595W 8*H, 6. AP□'a4

IL, / .*» i6s tf 1<9 ’vV*.7 j* 4*SAWCUT AND

REMOVE EX

AC FOR TIE-IN

TRANSITION XT

PER DETAIL^

59•1 *, &V*r4t A-r« <^p >is REMOVE/PULVERIZE

AC PAVEMENT ROADS

AND SPURS (TYP.)

*» f\i [<9VV L»‘. t * t.I > © f9 C&

.1ft *> u* % ■V> 8i4 £A V tOTECTi EXISTING

TREE IN PUCE

3X 0»/: V Af=?4 5%<9 0 © % '* .* 6 !/* ,<9(V<•:* *.*• «•H,<7; <s© © [v<“C5.I 59 5.n.

OAt <$L*w 3;5.7© 59 REMOVE

EXISTING

TREE/STUMP

/ OYPA

Z

0<9isHng/hydrant !OTECT IN BtACE

V?' <9 59/o 59 P.0? QP\ <90/ c:■V 59o O p ■p: X/ t <?

‘fEXITING SEPTIC TANK

PROfeCT IN PUCE , V€ © \L' %

'4EXISTING

VALVES ^

PROTECT

PUCE

\ 4

■« '4.« \N 4

J JA.

PROTECT EXISTING

TREE IN PLACE

'si□ \

K<$0 ^4' X fj EXISTING AS BUILT

Y ROAD SECTION

■V'AX‘y%s-. -V *.••.'•4 \? 4TTT I.'-'1- aH t-.% V. \

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ti. *4,*. • *«. >, <

Hi 'Tk •f EX BOULDERS< ^4i, ft1-&. I ?o«A *- *. Ir- ©* 4: \#••v

V»n.......r^1......>•i' 9***o* ^ Iv>•* £LVJ \ t RE-GRADE ERODED AREAS OUTSIDE

LIMITS OF NEW CONSTRUCTION AT

3:1 TO MATCH NEW GRADES.

REVEGETATED PER CONTRACTING

OFFICERS REPRESENTATIVE

EXISTING CULVERT 2.\

FULL\LENQTH.

k'4tl A«*.•A. .S.sCl > % >»,1 fl{A K OV I Jl/ r- V s4»4

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10 ’•fc j<9t Vv.•« 4*fe>3 r \ i© ‘fA \ f A✓ v*4 •»,Y /■ •J.% H *» o; ,-v 1'S ,1A s*V\ /• rv <> ■?<9 s y4 *‘r.i {S V <9!£• %59 a 1 i 59v ** jv V X

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,V✓ /* ./ t.<9 4RE-GRADE ERODED AREAS \

OUTSIDE LIMITS OF NEW

CONSTRUCTION AT 3:1 TO

MATCH NEW GRADES.

REVEGETATED PER

CONTRACTING OFFICERS

REPRESENTATIVE

10. <9[»’ * i*< ,4^ A4*,*\ 1 <A\ «•*v ©0 * \0« t

3%VIISTING SEI .*w. t*

©<%E)©© < Vs ♦*« r*VEGI >N 4.,rw i"gS

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SAWCUT AND

REMOVE EX

AC FOR TIE-IN

TRANSITION XT

PER DETAIL hJ

59 •7 /S REMAINvP EXISTING WALL

TO REMAIN

EXISTING

BRUSH.

PROTECT IN

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*£t »\VI I5W«h .1 V vt *.It, tf . V, I• »1 ft•4 *riULf ‘bi 4t* Vt >;.f

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4^A 1SVV ©k9\?v o.xt c,*.VNOTES: .1 r.

J <9 <91 *.a*V 59 59X j **. ■4% o p

8,8 s*

1. TREES WILL BE MARKED IN THE FIELD PRIOR TO REMOVAL ? EXISTING

EN 3ITIVE AREA

t ■A- *4

IXt ADJACENT CAMPSITES IN----------

LOOP B TO BE REHABILITATED

^ DURING PHASE 2 OF

CONSTRUCTION (NOT A PART

OF THESE PLANS)

.I u. > ©OCi J •«2. TREES DESIGNATED BY CONTRACTING OFFICER’S REPRESENTATIVE FOR EXTRA

PROTECTION PRIOR TO START OF WORK 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.

7 3)r-\>K t v■% •* EXISTING/CAMPSITE

MARKER. [REMOVE/AND

SALVAGE ITYP.) /

<■! v/.-4.

V. ** ©*4 #* t « %4*»ft*, ft* !,'-<nA JI. \

/t V:23 4.ft’ft's. • .* I- 'K 3•*rV 1 LOOP A QUANTITIES3. THE TYPES. LOCATIONS. SIZES. EXTENTS AND/OR DEPTHS OF EXISTING IMPROVEMENTS

(ABOVE GROUND AND UNDERGROUND) THAT ARE SHOWN MAY NOT BE EXACT. NPS

ASSUME NO RESPONSIBILITY FOR ANY EXISTING FACILITY WHICH MAY BE ENCOUNTERED

BUT WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING APPROPRIATE UTILITY AGENCIES TO DETERMINE

LOCATIONS OF FACILITIES PRIOR TO ANY CONSTRUCTION WORK. THE CONTRACTOR

SHALL BE FURTHER RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGE

TO ANY EXISTING FACILITY. ANY DEVIATION OF FACILITIES LOCATED IN THE FIELD FROM

THAT SHOWN ON THE PLANS SHALL REQUIRE THE CONTRACTOR TO NOTIFY THE

ENGINEER AND/OR CONTRACTING OFFICER’S REPRESENTATIVE IMMEDIATELY.

4. BEST ATTEMPTS HAVE BEEN MADE TO LOCATE ALL EXISTING FEATURES WITHIN THE

CAMPGROUND TO REMAIN/PROTECT IN PUCE AND TO BE REMOVED, HOWEVER

ADDITIONAL ITEMS MAY REQUIRE DEMOLITION AS DIRECTED BY THE CONTRACTING

OFFICER’S REPRESENTATIVE.

C5.i *.»* 7ft tJ 4't Ai' •f ft tEXISTING. LEACH FIELD \protecKin PLACE

3>.Y ?V*ft AjV

*4*j *»: 14 j* ITEM UNITJtu f QUANTITYA

N

V*A A f. 14. 4>//» i*% GRIND/PULVERIZED EX PAVEMENT SECTIONX SQ YD 1,683<9 *4.• V.v 91% t59 A ■1 /d*• i-

QQ \ rfil**1: ft**v> 7•* SQ YDREMOVE EX SPURS 206 § C041711 g]S fol ■t

7»*s

§RECYCLE PICNIC TABLE (NOT SHOWN) EA 22 (£7. THE TREES SHOWN ON THE PUNS TO BE REMOVED ARE A DIRECT RESULT OF THE

CONSTRUCTION REUTED ACTIVITIES. THESE TREES WILL REQUIRE COMPLETE STUMP

REMOVAL WHILE EVERY EFFORT HAS BEEN MADE TO PRE—DETERMINE AND IDENTIFY

THE TREES THAT NEED TO BE REMOVED, ONCE SITE WORK COMMENCES, CONSTRUCTION

REUTED ACTIVITIES MAY IDENTIFY ADDITIONAL TREES THAT NEED TO BE REMOVED, AND

LIKEWISE WILL REQUIRE COMPLETE STUMP REMOVAL. NO ADDITIONAL TREE REMOVAL

OTHER THAN THAT SHOWN ON THESE PLANS SHALL BE PERFORMED WITHOUT WRITTEN

DIRECTION FROM CONTRACTING OFFICER’S REPRESENTATIVE.

20' 40’20’0 [I

^LPFCPiJS^

RECYCLE FIRE RING EA 18

SCALE OF FEETSALVAGE BEAR BOX EA T/y22

EAREMOVE CULVERT 0 DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET5. ALL EXISTING PAVEMENT ABANDONED AREAS SHALL BE SCARIFIED TO A DEPTH OF 12

INCHES. ALL NON-VEHICULAR COMPACTED SOILS (I.E., TRAILS AND CAMPSITES) SHALL

BE SCARIFIED TO A DEPTH OF 6 INCHES. INSTALL MULCH OVER ALL DISTURBED AND

SCARIFIED AREAS NOT PROPOSED FOR IMPROVEMENTS.

YQSE 104

166739

EASALVAGE CAMPSITE MARKER ROA25

DEMOLITION PLANmsB8. SLASH TO BE CHIPPED FOR MULCH AND SPREAD FOR EROSION CONTROL/STABILIZATION

TO FULLY COVER DISTURBED AREAS.

REMOVE STUMP EA 6

C1.1MCR PMIS/PKG NO.

3144Q6AREMOVE TREE LESS THAN 24”6. TREES 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 REMOVAL

EA 6 TECH. REVIEW:9. AT ALL AREAS OF GROUND DISTURBANCE, REMOVE AND SAVE DUFF UYER. ALL TOPSOIL SHALL BE SAVED. SAVE DUFF AND TOPSOIL IN SEPARATE PILES. KLMREMOVE TREE 24” OR LARGER EA 4 SHEET

REHABILITATE CRANE FIAT CG - LOOP A

YOSEMITE NATIONAL PARK

DATE: 5 OF 206.9.20216/

/2

3:

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PM

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PM

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If /' v„-

$ A y* y

INSTALL PICNIC TABLE (TYP.) i ^ v%*.

-5%

A? INSTALL MEADOW

AREA SIGNS EVERY

50’ (TYP. 6)

^113} \s 3CONSTRUCT —

RETAINING /

WALL (TYP.)

1V"* \. 05.1Q54/ CONSTRUCT NATIVE

SOIL TRAIL (TYP.) 4,Av\

V

3C/ 3 Y 5 \ INSTALL

ACS.3AC5.3y SINGLE v^ CAMPSITE

(TYP.)

/ *- x- ■ 3 ft:C5.6, 25.5’ -A 111) >A8-£ x.

CONSTRUCT

PARKING

SPUR (TYP.)

try*

J KA

O'5*o \ A\ P// 4 Aconstruct N xAC5TR0CK uned \

DITCH \

•> *V* « •.

31®ri "N y

/Ji, k'r ;ii7] 1y.

115 05. 1MI10}-f*\ ft m

O <KJ-

A’CM

a>; \n?; n?; *

-AJ. /

/■ ft’CAMPSITE MARKER (TYP. 23) *V/;%

A*►/ -//A10 N

\31 ft- ©n A ft nV

INSTALL 18

CMP CULVERT 1

ft ♦v Hi05.27 VC5.ft- ♦<r 49+00 t■ ■ ©1 V'l f ft'/- V=i±±05.7 © Xft A-A8+00J** PLACE LOG

BARRIER FOR

MEADOWS

PROTECTION

(TYP. 13)

ft: NA V 47o +-1 +005).♦

£—m* Too i/A xK ft

«§•CONSTRUCT -

WIDENED

SHOULDER •

§__\(TYP.)

DUMPSTER PAD ft¥ ■7 ftN A-16.3’ O- <?* V&1 ft - CONSTRUCT

10* ONE-WAY

ROADWAY /

• (TYP.) '

//M \ft-^5?C5.a % ftb*. RELOCATE

EXISTING

BOULDER

&x 3C5.1% N ♦Km Y/yi6.y 05.5.,/.»

76.j» *ft1 a V/ s> a; \ oJ \ \ft-P.m. SO* /

\ CDV^- V CP.\ \Oi % ft 112

COCM 120 \•fto

& oi tIJ'.! •nft‘1(1 CONSTRUCT

STEPS (TYP.)

«V ®\\14O)ft.— CONSTRUCT AC

TIE-IN TRANSITION

LIMITS OF PAVING

/5 CM

<9S/% X-

05.1 \ 16} .. •6** CONSTRUCT/.

DRAINAGE \

DITCH (TYP.)

o» co

5 ciwlm .v-14.2* 15.6*05^7 \ CONSTRUCT ROCI UNED DITCH'^AVd* 3?.......... x 20’ / s v\INSTALL STOP/DO

NOT ENTER SIGN

AND 12" STOP BAR

♦/'■X

4 fo} 7

/ « 16.33:; «p 05.7 ^’At'54-00 ’5+08

■5T'*A1 *4+00*A1 *3+00A102)X' fs>»\ ++ 44y/M

♦ NX

♦ t♦

INSTALL 18”

MP CULVERT 5

INSTALL BEAR

BOX (TYP.)

V z,'.

*//JO 3 05.7 §INSTALL

DOUBLE

CAMPSITE

\ 16.3’ftX

Mi 05.4 + --.101m co♦

CONSTRUCT \>

ROCK 1

DISSIPATER

(TYP.)

1! <INSTALL FIRE RING (TYP.) i ■ f/ _‘S ♦* be ft m !•03JCM INSTALL 18” —^

CMP CULVERT 6 >&

«•ft: 5 142Id- X>CP■ (121). 05.3AC5.3 -b05.4do to O'‘O'.2' cA

Af

20’>1191■-J I •A1+00 ♦ ft- EX2-

14.2’ Af♦2 BOULDERS (TYP.)9 7**Z2 4 CD *>/ /m■j*-2 ft "IK2" a:ft *\1 *v 42+00 2Sl-o

+-/ CONSTRUCT 20’ “K

/ - TWO-WAY ROADWAY f _3

— EXISTING CULVERT 2.

CLEAN OUT FULL

LENGTH.

© X7 i toKm .0 \ CONSTRUCT-.

\ WIDENED h

SHOULDER

\\ (TYP.)

o. /i CONSTRUCT

OVERFLOW

PARKING

(TYP.)

3 INSTALL ONE--------

WAY SIGN

ft A?X’05.5 o>^vCios /Nft-.1AC5.1 -j' H1’ GRAVEL

SHOULDER

(TYP.)/!*

Xy i *• © .% t? * ft ft /x> SmEXISTING

SENSITIVE

AREA

* • » @« .•XX }, ✓&* /

C5.5 /

♦ /' / K' / to

* • .X*-

✓ / rx 05.V7X /©— INSTALL SINGLE

CAMPSITE

/TVT\

, AC5.3A054i—-

INSTALL

BOULDER AND

POST

BARRIERS1

(TYP.)

CONSTRUCT ROCK

UNED DITCH ( 4 ©ft>/•LEGEND >. ,, I -EXISTING

SENSITIVE

AREA

• •/ • •9 \

• ♦05.7. / \H ft/ X 1& 05^7 & i*ePROPOSED ASPHALT PAVEMENT eft 00} 1

A'[«!•' ' ! ■/%r_ ift:— CONSTRUCT 'W N

CONCRETE TRAIL

AND 7-6” CONC

STAIRS/^

*00PROPOSED CULVERT

@ •• CONSTRUCT —

ROCK

^DISSIPATER

r2\ (TYP.)

v\fe|

104’K L> • ♦ ft n*>;PROPOSED ROCK LINED DITCH PLACE BOULDER

BARRIER (TYP.)2

-il

• *~TV

M ^57^557

MATCH EXISTING FINISH

GRADE AT COMFORT STATION

4.

“TX . • »■ 106PROPOSED 10’x10’ TENT PAD ‘ »,L 4 CM

C5.6 o

24’CM,1

*3+00V” jAg^+OQ.-ftLPROPOSED PICNIC TABLE

\SKI x^; EXISTING CULVERT 4.

CLEAN OUT FULL

LENGTH.

vr Ti. OO■‘bi in V,:DU PROPOSED STEPS w0N1'

CONSTRUCT ROCK

LINED DITCH

m

■y

I ^ . /(>-; f j

PROPOSED CONCRETE TRAIL iX

INSTALL 18”

CULVERT 3

4PROPOSED NATIVE SOIL TRAIL i:\po? C5.71 PROPOSED RETAINING WALL C5.7 /o.

CNEXISTING

; SENSITIVE

AREA

EXISTING

BRUSH

(TYP.)

1-5PROPOSED FIRE RING

□ CONSTRUCT lO’W/T^ CONCRETE TRAIL fefis

PROPOSED BEAR BOX

INSTALL 7_4

DOUBLE

CAMPSITE

— ADJACENT CAMPSITES IN —

LOOP B TO BE REHABILITATED

DURING PHASE 2 OF

CONSTRUCTION (NOT A PART

OF THESE PLANS)

.C5.3AC5.3,;xx PROPOSED SINGLE CAMPSITE 21. rCONSTRUCT AC /T

TIE-IN TRANSITION'-^

K|.f.

05.1PROPOSED DOUBLE CAMPSITE

516 EXISTING CAMPSITE NUMBER

Tt%|| g C04171 Ijp

%!!^PF CAL^^L

C5V

PROPOSED LOG MEADOW BARRIER %]

/ fi y'PROPOSED BOULDER BARRIER ■m^0

3> ;% 1v.

PROPOSED POST BARRIER - 'Xr\ K '

40*20’ 20'0PROPOSED CAMPSITE MARKER

I- PROPOSED SIGN SCALE OF FEET 11-^1PROPOSED WIDENED SHOULDER

DRAWING NO.

EXISTING TREE 104NOTES:

1. SEE SHEETS C3.1 AND C3.2 FOR GRADING INFORMATION.

2. SEE SHEETS C4.1 THRU C4.4 FOR ROAD, DITCH AND

CULVERT PLAN AND PROFILE INFORMATION.

3. SEE SHEET C5.2 FOR CAMPSITE MARKER LOCATION/DETAIL

166739EXISTING STUMP

X PMIS/PKG NO.

314406A

SHEET

EXISTING TREE/STUMP TO BE REMOVED

EXISTING SSMH

NOTE:

QUANTITIES SHOWN ARE ESTIMATES. CONTRACTOR TO

VERIFY QUANTITIES FOR CONSTRUCTION.o EXISTING SENSITIVE VEGETATION 6 of 20

LOOP A QUANTITIES

QUANTITY

2,664

ITEM

AC PAVING

SINGLE CAMPSITE 21

2DOUBLE CAMPSITE

CULVERT

3' WIDE NATIVE SOIL TRAIL

5' WIDE CONCRETE TRAIL

STEPS

ROCK UNED CHANNEL

ROCK DISSIPATER

TRAFFIC CONTROL SIGNS

TRAFFIC CONTROL MARKINGS

RETAINING WALL

BOULDER BARRIER

LOG MEADOW BARRIER

POST BARRIER

SNOW POLE BRACKET

DUMPSTER PAD

DESIGNED: SUB SHEET NO. TITLE OF SHEET

ROA

SITE PLAN<Ms&

C2.1MCR

TECH. REVIEW:

KLM

REHABILITATE CRANE FLAT CG - LOOP A

YOSEMITE NATIONAL PARK

DATE:

6.9.2021

UNIT

SQ YD

EA

EA

EA

SQ FT

SQ FT

EA

LF

SQ FT

EA

EA

SF

EA

EA

EA

EA

EA

•• <s n

D

6/

/2

9:

:3

A

M

/1 1/

:3

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 O

O P

A \C

2.

SI

TE

P

LA

N

LO

O

P A

.d

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.

G R

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.

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.8

/61

.5 f’i l

*61

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4 2 .4

9)61

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(6

1.

4)

.7 f f

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(6

1.

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dw g

6/

/2

3:

:2

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

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

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PROPOSED ROCK LINED

DITCH FLOWUNE

*A2’'A2’2+50 ’A2’6+50’A2’1+50 'A2’2+00 ’A2’3+00’A2’Q+50 'A2’1+00 ’A2’3+50 ’A2’4+50 ’A2’5+00 ’A2’5+50 ’A2’6+00’A2’4+00

FINISHED GRADE AT CENTERLINEEXISTING GROUND AT CENTERUNE EXISTING CULVERT 4

47 LF 18“ CMP @ 2.25%

PROPOSED

FINISHED GRADE

OF LOOP A

ROADWAYo>

6120 <0

CONSTRUCT ROCK

DISSIPATER 1CO

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PROPOSED ROCK UNED

DITCH FLOWLINE

at6135 EXISTING DITCH

FLOWUNE

CULVERT 3

52 LF 1fi” CMP ® 2.35%

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SCALE OF FEETV,

tS6150

PROPOSED

FINISHED GRADE

OF CONCRETE

x

00&w PATH X\ \

DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET^2SWALE A2 PROFILE Oj\t YOSE 104

166739

* PROFILE SHEET

DITCHES

ROA•i 4As;/ im{§ co4i7irg\|H0RIZ SCALE 1”=20’

VERT SCALE 1”=4’

qy QgSB

C4.4MCR PMIS/PKG NO.

314406ATECH. REVIEW:

KLM SHEET

REHABILITATE CRANE FLAT CG - LOOP A

Y0SEMITE NATIONAL PARK

DATE: 11 OF 20im 6.9.2021

1 ”=20HORIZONTAL SCALE:

VERTICAL SCALE: 4» A*1 *4

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LOOP A 7+50

6130 6130 LOOP A 10+00LOOP A 2+50 LOOP A 5+00LOOP A 0+00

6150 615061456145 612061656165 6120 6125 6125

6145 61456140 611561406160 61156160 6120^ 6120 o6140 — 6140 CM61356135 61106155 61106155 6115 6115

6135 61356130 610561306150 6105 61106150 6110 20 10 0 10 2020 10 0 10 20 20 10 0 10 2020 10 0 10 20 20 10 0 10 20 o

LOOP A 10+50LOOP A 5+50LOOP A 0+50 LOOP A 8+00 o

6155 615561206165 6120 61356165 6135LOOP A 3+00

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61256125 6135 613561006145 61006145 6115 611520 10 0 10 20 20 10 0 10 2020 10 0 10 20 20 10 0 10 20 20 10 0 10 20

LOOP A 3+50 LOOP A 10+98LOOP A 6+00LOOP A 1+00 LOOP A 8+50

6135 6160 61606135 61206160 6160 6120 6140 6140

6130 6155 61556130 6115 6115 61356155 6155 6135

6125 61506125 ^ 61506110 -6110 61306150 6150 6130

6120 6145 61456120 6105 6105 612561456145 612520 10 0 10 20

6140 61406100 6100 61206140 61206140 20 10 0 10 2020 10 0 10 2020 10 0 10 20 20 10 0 10 20LOOP A 4+00

61306130

LOOP A 6+50LOOP A 1+50 LOOP A 9+00

61256125 61206155 6120 61456155 6145

61206120 61156150 6115 61406150 6140

611561156145 61106145 6110 6135 613520 10 0 10 20

6105 6105 61306140 61306140

20 10 0 10 20LOOP A 4+50

61256135 61256135 6125612520 10 0 10 20 20 10 0 10 20

LOOP A 7+00

61206120 6125 6125

LOOP A 2+00 LOOP A 9+50

61156115 61206150 6120 61506150 6150

61106110 61156145 6115 61456145 614520 10 0 10 20

— 61406110 61106140 61406140 20 10 0 10 20

6135 61356135 6135 20 10 0 10 20

6130 6130 20 10 0 10 20

,+A/,C A 9l '#0041711 afja20’ 20’ 40*0

SCALE OF FEETLEGEND

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

YOSE 104

166739

ROA

EG SECTIONS

MCR PMIS/PKG NO.

314406ATECH. REVIEW:

KLM SHEET

REHABILITATE CRANE FLAT CG - LOOP A

YOSEMITE NATIONAL PARK

DATE: 12 of 206.9.20216/

/2

3:

:3

PM

/1

0/

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PM

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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

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