A06_Crane_Flat_Campground_-_Loop_E_Improvement_Plans-Signed.pdf

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COVER SHEET

GENERAL NOTES AND ABBREVIATIONS

CONTROL PLAN 1 of 3

CONTROL PLAN 2 of 3

CONTROL PLAN 3 of 3

DEMOLITION PLAN 1 OF 2

DEMOLITION PLAN 2 OF 2

SITE PLAN 1 OF 2

SITE PLAN 2 OF 2

GRADING PLAN 1 OF 2

GRADING PLAN 2 OF 2

PROFILE SHEET 1 OF 6

PROFILE SHEET 2 OF 6

PROFILE SHEET 3 OF 6

PROFILE SHEET 4 OF 6

SECTIONS SHEET 5 OF 6

SECTIONS SHEET 6 OF 6

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

DETAIL SHEET

cA20 9/

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(SUMMER ONLY)

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SCALE OF KILOMETERS

TITLE OF DRAWINGA/E FIRM

PRIME:

R.O. ANDERSON

ENGINEERING, INC

MINDEN, NV

DRAWING NOYOSEMITE NATIONAL PARK

WORLD HERITAGE SITE

0 REHABILITATE CRANE FLAT

CAMPGROUND LOOP E

LOCATION WITHIN PARK

CRANE FLAT CAMPGROUND

NAME OF PARK

YOSEMITE NATIONAL PARK

YOSE 104

166739 t.(r

IfKESCO. fiMIMMt«yel UNITED STATES

DEPARTMENT OF THE INTERIOR

C041711ooc 3 PKG, SHEETNO,cc.

SUB* 'j? 1314406Ab

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

CARDNO, INC

RENO, NV NAwA COUNTYREGION M L

CAUFORNIA OF25NAUSGS TOPO MAP; PARK MINI FOLDER 1987; REVISED & REDRAWN 3/93. UPDATED 11/98. SGSBASIC DATA: PACIFIC WEST MARIPOSA COUNTY

LEGEND

NOTES: ABBREVIATIONS SET 3.25” ALUMINUM CAP ON

5/8” REBAR

EXISTING CAMPSITE BEAR BOX

A sr?Oi proposed staging and storageCONTRACTOR SHALL POSSESS A VALID CALIFORNIA CONTRACTOR'S UCENSE. ALL LICENSES SHALL REMAIN IN

EFFECT THROUGHOUT THE TERM OF THIS CONTRACT.

1. BBAC ASPHALT CONCRETE

AGGREGATE BASE

BEAR BOX

BARBEQUE GRILL

BEST MANAGEMENT PRACTICES

BEGIN VERTICAL CURVE

CONSTRUCTION LIMIT FENCE

CORRUGATED METAL PIPE

CONTROL POINT

CUBIC YARDS

DIAMETER

EACH

ELEVATION

EDGE OF PAVEMENT

END VERTICAL CURVE

EXISTING

FINISHED GRADE

FEET OR FOOT

HORIZONTAL

LINEAR FOOT

LENGTH OF VERTICAL CURVE

MAXIMUM

MINIMUM

NOT TO SCALE

OUTDOOR RECREATIONAL ACCESS ROUTE

PERSONS AT ONE TIME

POINT

POINT OF VERTICAL INTERSECTION

RADIUS

RELATIVE COMPACTION

SQUARE FOOT

STATION

TYPICAL

VERTICAL

□AB

BB PROPOSED ASPHALT PAVEMENTBBQ2. 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

EXISTING CAMPSITE BBQ / FIRE RINGBBQ O PROPOSED CULVERTBMP Q EXISTING CAMPSITE MARKERBVC HO PROPOSED ROCK UNED DITCHCLF EXISTING BOLLARD© T-7CMP © PROPOSED 10x10’ TENT PAD3. THE 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.

,\\ \ v,CP EXISTING FIR TREE

CY

DIA PROPOSED PICNIC TABLEEXISTING PINE TREE

EA iffl PROPOSED STEPSELEV EXISTING LODGE POLE TREE

EP PROPOSED CONCRETE TRAILA

EXISTING CEDAR TREEEVC

PROPOSED NATIVE SOIL TRAILEX4. DURING ALL GROUND DISTURBANCE, DUFF MATERIAL AND TOP SOIL SHALL BE REMOVED AND STOCKPILED IN

SEPARATE PILES.

g) EXISTING TREE STUMPFG PROPOSED RETAINING WALLFT HO EXISTING FIRE HYDRANTHORIZ * PROPOSED FIRE RING5. APPLY 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 LF EXISTING WATER VALVE OR FAUCETtxi □ PROPOSED BEAR BOXLVC EXISTING WATER METERMAX6. CONSTRUCTION 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.

PROPOSED SINGLE CAMPSITEMIN

EXISTING SEWER MANHOLEs’NTS PROPOSED DOUBLE CAMPSITE

ORAR

PAOT \

EXISTING SEWER CLEANOUT PROPOSED ACCESSIBLE CAMPSITE

PT ■ EXISTING STORM DRAIN CULVERTPVI PROPOSED ACCESSIBLE DOUBLE CAMPSITE

R EXISTING WATER UNE

7. 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.

RC OR R.C.

SF OR SQ FT

PROPOSED BOULDER BARRIER

EXISTING WATER UNE2”W 2 "W

PROPOSED BOLLARDSTA ■

EXISTING SEWER LATERAL-sTYP.

\ PROPOSED SIGNVERT

EXISTING ASPHALT SURFACE PROPOSED CAMPSITE MARKER

8. 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.

I=lEXISTING CONCRETE SURFACE PROPOSED WIDENED SHOULDERjtL—A.A .

Tv EXISTING COMPACTED DIRT SURFACE PROPOSED CONTOURSV..N

9. 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.

APPROXIMATE EXISITNG SEWER LEACH AREA MAJOR

EXISTING ARCHEOLOGICAL SITE AREA

EXISTING SHRUB / VEGETATION AREA

EXISTING LOG

EXISTING FLOW UNE

MINOR

rrTTTTTTrrrrrnnnnnn GRADING LIMITS

GRADE BREAK10. 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 REMOVALS.

O PROPOSED TREE PROTECTION

11. ALL DIMENSIONS GIVEN ARE IN FEET UNLESS SPECIFIED OTHERWISE. EXISTING MAJOR CONTOUR

PROPOSED DUMPSTER PAD*12. ALL DIMENSIONS ARE SUBJECT TO FIELD ADJUSTMENTS AS DETERMINED BY THE CONTRACTING OFFICER’S

REPRESENTATIVE.

EXISTING MINOR CONTOURo EXISTING SENSITIVE VEGETATION

EXISTING TREE/STUMP TO BE REMOVED13. NATIONAL PARK SERVICE SHALL SHOW THE CONTRACTOR THE LOCATIONS OF MAIN WATER SHUT OFFS SHOULD IT

BE NECESSARY. X

14. CONTRACTING OFFICER’S REPRESENTATIVE WILL PROVIDE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

TO BE FOLLOWED BY THE CONTRACTOR. EXISTING BOULDER

7~\15. 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 LINES.

16. 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.

TRAIL SLOPES.

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.

17. 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.

Table 1016.7.1 Maximum Running Slope and Segment Length

Running Slope of Outdoor Recreation Access Route Segment

Maximum Length of

Segment

18. 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.

But not Steeper thanSteeper than19. NEW SIGNS, POSTS, HARDWARE AND INSTALLATION TO BE PROVIDED BY THE CONTRACTOR.

50 feet (15 m)1:20 (5%) 1:12 (8.33%)20. ALL PAVEMENT STRIPING SHALL BE LAID OUT BY THE CONTRACTOR FOR APPROVAL BY THE CONTRACTING

OFFICER’S REPRESENTATIVE PRIOR TO ANY APPUCATION OF PAINT. 1:12 (8.33%) 30 feet (9 m)1:10 (10%)

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

ly.

C0417111)| ltfc\ /% "?4 -7~7 j iOj A'Jitl

YOSE 104

166739GENERAL NOTES

AND ABBREVIATIONS

CARDNO

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C0.1BT PMIS/PKG NO.

314406A

TECH. REVIEW:

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DATE: 2 OF 256.9.20218/

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LOOP E

Point #Point # NorthingPoint # Easting EastingNorthingNorthing Easting Point § Northing EastingPoint § Point #Northing Easting Point §Northing Easting Northing Easting

E40 453786.2763453989.0848 2202267.4276 2202313.5643E20E9 454098.3805 2202240.8480 E244 454046.6977 2202385.47232202541.4794E124 453708.6425 E144 2202404.0349454071.1912 E164 453912.0300 2202285.0117 E41 453776.7075453944.2948 2202273.8273 2202317.3784E21E65 453434.5531 2202433.1143 454052.7150E245 2202379.8147E125 2202545.0397453716.6719 E145 454087.0684 2202401.5470 E165 453910.0655 2202290.4714 E42 453768.9295453940.2262 2202274.5960 2202317.2210E22454159.8127E1 2202199.4916 E246 454051.3541 2202374.7105E126 2202535.7948453737.8117 2202369.8157E146 454085.1161 E166 453885.2012 2202295.1691 E43 453759.7445453936.9831 2202270.3123 2202313.1218E23E2 454131.9754 2202217.6745 E247 454030.9822 2202369.8658E127 2202526.4290453741.5170 2202355.8330E147 454089.4309 E167 453791.8075 2202322.1248

453732.90912202253.8929 E44E24 453945.1488 2202323.8181454127.1553E3 2202214.9776 E248 454033.3657 2202360.1540E128 453756.1692 2202520.3976 E148 2202327.7353454096.8246 E168 453660.8647 2202368.9347 E45 453730.3965453930.8019 2202246.8102 2202331.8593E25E4 454129.3082 2202195.0054 E249 454054.9986 2202365.2983E129 2202524.1076453764.5360 E149 2202293.2508454096.4799 E169 453665.0384 2202372.6537 E46 453724.5542453918.9967 2202270.5436 2202338.1661E26E5 454119.3673 2202193.9196 E250 454078.9884 2202353.6631E130 453785.6758 2202514.8626 E150 2202251.8305454117.7460 E170 453660.3937 2202374.5050

453672.15452202281.2888 E47 2202359.0521E27 453904.8026E6 454115.9772 2202225.2185 454086.7879E251 2202324.1158E131 2202505.4968453789.3811 E151 454167.9179 2202218.1139 E171 453627.7837 2202387.5030 E48 453656.11682202285.7230 2202354.6795E28 453881.3329454110.0963E7 2202237.3290 E252 454086.6875 2202314.0698E132 2202500.0135453794.6730 E152 2202277.0470454060.8160 E172 453616.0025 2202400.4354 E49 453625.8738453870.2210 2202287.9519 2202366.7340E29E8 454103.2554 2202243.4171 E253 453839.0684 2202360.6987E133 453822.7430 2202487.7378 E153 2202280.1596454049.4726 E173 453613.3408 2202409.4802 E50 453624.1417453866.8453 2202283.8246 2202373.7043E30E10 454099.8819 2202220.4280 453828.4999E254 2202370.9236E134 2202478.2189453849.7600 E154 2202284.2342454046.2162 E174 453591.7673 2202418.0791

453618.1395453874.9271 2202265.2037 E51 2202380.5820E31E11 454089.9125 2202219.6460 E255 453839.9589 2202364.0529E135 2202480.1991453858.7977 E155 454026.5956 2202285.1776 E175 453583.1187 2202413.2542

453601.3885453860.2472 2202258.8398 2202387.2587E32E12 454088.0215 2202245.0344 E256 453854.9958 2202363.8118E136 2202485.0034453864.5408 E156 454024.0904 2202282.4335 E176 453565.9695 2202412.1415

E53 453597.5601453848.8003 2202285.2208 2202383.2014E33E13 454078.5940 2202257.8063 E257 453886.5722 2202354.2862E137 453892.9382 2202481.5704 E157 454008.1101 2202275.9544 E177 453551.9080 2202417.2182

453606.22962202296.4859 E54453835.9629 2202364.8100E34E14 454046.9065 2202264.4315 E258 453936.6318 2202365.3257E138 2202475.0061453898.5060 E158 453986.1938 2202277.7718 E178 453551.0085 2202422.4956

453597.2127453831.6275 2202297.7494 E55 2202360.4862E35454032.1931E15 2202264.9451 E259 453987.3897 2202378.2139E139 453906.4162 2202471.4787 E159 453978.8438 2202282.2871 E179 453563.3551 2202431.3672

2202297.1497 E56 453584.0514E36 453824.4039 2202388.3675E16 454029.3319 2202260.7631 454025.1464E260 2202375.8327E140 2202472.1450453917.9062 E160 2202290.6066453973.4645 E180 453555.9233 2202441.6215

453573.36002202292.3257 E57 2202398.4306E37 453814.5108E17 454037.5147 2202241.8874 E261 453780.3241 2202307.7574E141 453999.0004 2202444.0439 E161 453949.5137 2202294.1533 E181 453542.9401 2202446.2228

E58 453567.8394453794.9774 2202299.1191 2202395.2852E38E18 454015.4622 2202232.4170 E262 453795.7532 2202327.4729E142 2202383.8522454063.0195 2202287.7642E162 453940.1227 E182 453517.6255 2202427.9202

453574.27292202307.5828 E59 2202376.1154E39 453792.0108E19 454005.5260 2202255.4061 E263 453485.7971 2202403.84842202384.9122E143 454069.9508 E163 453932.6412 2202286.2060 E183 453496.2664 2202423.8128

Point Table

LOOP E

Point Table

LOOP E

Point Table

LOOP E

Point Table

LOOP E

Point Table

LOOP E

Point Table

LOOP E

Point Table

LOOP E

Point #Point # EastingNorthingNorthing Easting Point § Point # Point #Easting Point §Northing Northing Easting Northing Easting Northing EastingPoint § Northing Easting

453331.5934 2202621.3559E81E60 453564.8625 2202372.7323 E184 453442.5310 2202446.6622 E204 453579.5214 2202581.8956 E224 453853.7175 2202464.0549 E264 453469.2208 2202438.6872453446.2189E101 2202697.5110

453353.1423 2202643.6224E82453556.7327E61 2202396.6651 E185 2202485.6940453409.4605 2202584.9738E205 453586.4465 E225 453860.8935 2202465.3369 E265 453395.4922 2202680.6156E102 453470.0162 2202674.5644

2202652.0536E83 453357.9922E62 453542.9378 2202409.3823 E186 453385.3063 2202533.4930 E206 453595.3378 2202584.5924 E226 453863.9692 2202464.7496 E266 453404.1457 2202711.4638453496.2375E103 2202652.1377 2202662.2690E84 453361.6076E63 453496.9037 2202413.8331 E187 453366.7913 2202611.5501 E207 453605.5094 2202578.9825 E227 453874.2418 2202459.4823453500.9139 E267 453841.8675 2202485.2121E104 2202655.1984

453357.8082 2202666.2618E85453439.6478E64 2202435.0964 E188 453384.3953 2202679.4465 E208 453610.6437 2202571.0763 E228 453899.9154 2202434.7681 453829.8981 2202447.1595E268E105 453496.8000 2202675.5054 2202660.8370E86 453343.1179453433.4432E66 2202412.3296 E189 2202683.1678453409.3479 E209 453611.2120 2202564.4172 E229 453906.8594 2202441.9640 E269 453816.9994 2202389.0484453506.6198E106 2202677.3952 2202670.1824E87 453339.5594453423.4529E67 2202412.7692 2202672.4981E190 453428.5282 E210 453633.6198 2202552.0586 E230 453891.9200 2202456.3548 E270 453812.6655 2202369.5236453511.9572E107 2202650.1226

453365.2560 2202679.7074ESSE68 453425.0372 2202443.4499 2202681.2738E191 453433.3109 E211 453642.8663 2202555.1107 E231 453894.1023 2202461.5119453518.9638E108 2202638.4955

453379.6352 2202688.9365E89453420.3228 2202457.4042E69 2202690.6473E192 453416.1116 E212 453650.6032 2202554.4926 E232 453908.1850 2202455.8916453606.3395E112 2202589.9446

2202696.9091453388.8326E70 453401.8308 E902202479.2296 2202696.2484E193 453417.5759 E213 453705.0100 2202528.3301 E233 453925.2038 2202439.3557453619.3859E113 2202582.7492 2202701.9356E91 453388.4878453375.5763E71 2202531.1851 E194 2202677.8223453452.8350 E214 2202521.2650 E234453710.7317 453932.1478 2202446.5516E114 453623.6663 2202586.3673

E92 453371.4042 2202711.3920E72 453374.7841 2202534.5250 E195 2202664.7031453465.6752 E215 2202514.2434453712.2198 E235 453921.0718 2202457.3111453616.6752E115 2202606.6357 E93 453376.2471 2202720.1411E73 453364.1744 2202547.8443 2202657.2918E196 453468.5199 E216 2202505.7098453731.7330 E236 453923.0345 2202462.4602453626.1704E116 2202609.7726 E94 453398.1547 2202708.0144453360.0904E74 2202549.8596 2202646.7548E197 453468.0805 E217 453739.5046 2202509.4368 E237 453992.1505 2202436.7584E117 453636.7095 2202579.2208

2202705.7233E95 453410.7369E75 453356.1055 2202569.0661 E198 2202630.4608453489.2049 E218 453747.8356 2202509.5822 E238 454019.9488 2202410.6220453646.2312El 18 2202568.0811 E96 453423.2279 2202705.9740E76 453362.0084 2202588.3858 E199 2202632.5868453504.1540 E219 453751.7947 2202507.8508 E239 454017.5145 2202405.4604E119 453684.0312 2202549.0141

2202710.2627E97 453426.2441453357.0613E77 2202609.2421 E200 2202631.4429453510.3915 E220 453807.6281 2202483.4334 E240 454000.3488 2202407.6482453688.1386E120 2202552.7618 E98 453417.7107 2202727.9969453354.9188E78 2202623.7744 E201 2202608.7351453551.5639 E221 453813.4004 2202476.3614 E241 453998.9909 2202397.7409453682.7325E121 2202567.3730 E99 453426.7518 2202732.2699E79 453349.7701 2202625.6830 E202 2202600.8710453556.6945 E222 453815.1583 2202468.1365 E242 454032.5580 2202393.5096453692.1111E122 2202570.8431

2202705.4750453439.4304E100E80 453338.8486 2202614.4739 2202594.1533E203 453557.2964 E223 2202458.0408453843.9051 E243 454043.0549 2202388.8973E123 453701.9264 2202544.3152

Control Point Table

Point # EastingNorthing Elevation

64377 453532.9617 2202619.9776 6173.712 62073 453924.9101 2202299.4151 6157.933 62241 453344.9690 2202639.9060 6167.057 62106 453608.3048 2202367.9477 6148.867

62162 453420.9889 2202440.1892 6149.674 63888 453725.4480 2202510.0487 6175.780

277 454161.1666 2202199.8868 6156.748

278 454212.4400 2202184.4323 6158.768

279 453664.2142 2202349.9965 6149.783

62276 453549.6903 2202606.8284 6173.517 3 OF 3 SHEETS

332 454043.6070 2202266.1158 6156.738 DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET

(• AhiMsti 2 lWr/iA

YOSE 104

166739 334 453755.3922 2202340.4560 6151.887 <2 CONTROL PLANCARDNO>SLt- o*mi in349 454152.5257 2202191.2529 6155.426

£ C041711 r/i

CO.4BT62319 453897.5399 2202456.9319 6177.181 S PMIS/PKG NO.

314406ATECH. REVIEW:62442 454097.3655 2202364.7311 6166.186

JC& SHEET

REHABILITATE CRANE FLAT CG - LOOP E

YOSEMITE NATIONAL PARK

DATE: 5 0 EZOF ZD■m 6.9.20218/

/2

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NOTES:

RECYCLE EXISTING FIRE RING

(TYP.)

SALVAGE EXISTING BEAR BOX

(TYP.)

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

ADJACENT CAMPSITES IN LOOP D TO BE

COMPLETED DURING PHASE 2 OF CONSTRUCTION I2. SELECT TREES NOTED ON THE PLANS SHALL BE PROTECTED WITH ORANGE FENCING

SECURED AROUND TREE. SEE TREE PROTECTION DETAIL ADDITIONAL TREES MAY BE

IDENTIFIED BY CONTRACTING OFFICER'S REPRESENTATIVE FOR PROTECTION. \

\$ N\

3. AT ALL AREAS OF GROUND DISTURBANCE, REMOVE AND SAVE DUFF LAYER. ALL TOPSOIL

REMOVED SHALL BE SAVED. SAVE DUFF AND I\

\i\TOPSOIL IN SEPARATE PILES. X X

I''s% /\ ''\ \\\ \\ ,S, , X'4. 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 HELD FROM THAT SHOWN ON THE PLANS

SHALL REQUIRE THE CONTRACTOR TO NOTIFY THE ENGINEER AND/OR CONTRACTING

OFFICER’S REPRESENTATIVE IMMEDIATELY.

\\REMOVE EXISTING TREE/STUMP (TYP.) ■’-V\

I\ * ii \s \ \■v 1\ \v \ \\ \ lNvv \x \ m i o -\\

X \\\ \ \ IX\ s®;

■ l s EXISTING SSMH PROTECT

IN PLACE

(TYP.)

\\;V; v®»>« *3\.

\ — rPt?'* t i

% miX x

§Q x'\vs $ \ m “ 4% JV * u\ V;# vX\5. BEST ATTEMPTS HAVE BEEN MADE TO LOCATE ALL EXISTING FEATURES WITHIN THE

CAMPGROUND TO REMAIN/PROTECT IN PLACE AND TO BE REMOVED, HOWEVER ADDITIONAL

ITEMS MAY REQUIRE DEMOLITION AS DIRECTED BY THE CONTRACTING OFFICER’S

REPRESENTATIVE.

.vV __ _v r

\ -V\X, 4IP

■wz

\V \ ■V.\

“V£s %

■tx- ?* \ " TX.x >K"X EXISTING SENSITIVE VEGETATION\6. ALL EXISTING PAVEMENT ABANDONED AREAS SHALL BE SCARIFIED TO A DEPTH OF 12

INCHES. ALL NON-VEHICULAR COMPACTED SOILS (J.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.

'W.& V* / X§■\\ X 1.

X ^,x

X' £*5

S*x ' V \ b.i'l

- k vVKi-"-mwf a . t •? jir .»

X 'fi.% x. .V ,\ I\ a &ts5 &F5!PROTECT EXISTING TREE IN PLACE we.:

tfii

Si.05.7 7:7. THE TREES SHOWN ON THE PLANS TO BE REMOVED ARE A DIRECT RESULT OF THE

CONSTRUCTION RELATED ACTIVITIES.

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

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

RELATED 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 ROM CONTRACTING OFFICER’S REPRESENTATIVE.

SO'-i

,..v..I; Ih•XTHESE TREES WILL REQUIRE COMPLETE STUMP x

Isv. ■ «*. XX

'€-L€l^ XVwv

A » %\ 1\ I ,k'*»/ io.eL war/ \ .

\X x/ CNA's

V ICiX x_\ I80■s 'x J '> A \V X

-V/ soO' tr \\8. SLASH TO BE CHIPPED FOR MULCH AND SPREAD FOR EROSION CONTROL/STABILIZATION

TO FULLY COVER DISTURBED AREAS.

\ /6 XX•X,•X io soEXISTING AC ROAD.

REMOVE/PULVERIZE

IN PLACE

(TYP.)

X. I\ '' •V /\ \ ItL "x

/x\ i\ ' V - A '\ 51."\ vTX- "\ ■v^..

X ";.X I.L' \Nn X. /7/ \

% COu /

• -V- -AS BUILT EXISTING

ROAD SECTION

V.

V- i\ \D / bJz X

LlJ8. 7 COIV X.

x io iX.\ 'x

Is'' ' □\A'

\ io - ?r# ;-SySAWCUT EXISTING

AC PAVEMENT

\ /\ V • “ EXISTING COMFORT STATION,

PROTECT IN PLACE

(TYP.).

\ /•77# i

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\LEGEND EXISTING BOLLARD

TO BE REMOVED

i'-VA

K • 4" * 4. < ^S<\ i'S?-'-4i Si4 Jf-e v iJOj/ mSo© EXISTING BOLLARD ^7 ■fr r- ox *r@ -EXISTING BOLLARD -

TO BE REMOVED

EXISTINGAC ROADWAY 7 a9m -A T7.._

Fk?*f ZLSTAGING AND STORAGE 18,600 SF ± V \ i#’.

X ro%FIRE RINGEXISTING m3.mEXISTING CAMPSITE MARKER, REMOVE

AND SALVAGE. (TYP.)

% Soa io \ w.x RIP AND MULCH ABANDONED

ROAD AND SPUR AREAS

(TYP.)

EXISTINGBEAR BOX

> io\ -■X 0ioEXISTINGCULVERT y §/ */v. I*\X io*bEXISTING VALVE

EXISTING BOLLARDS TO BE

REMOVED (TYP. 3) I»/

\ioEXISTING CAMPSITE MARKER>

©0 \

TREEEXISTING X' 'X 7

x \/g) IEXISTING STUMP y/*

TJ EXISTING SIGN >x

EXISTING HYDRANT/FAUCET -

PROTECT IN PLACE

(TYP.)

80 \

EXISTING SSMH / RIP AND MULCH ABANDONED

CAMPSITES AND COMPACTED AREAS

(TYP.)

> /. \l io \ \;• 7;i \'

CONTOUR MAJOR (5’) IEXISTING \ /

8i (1’)EXISTING CONTOUR MINOR 20 4020 0X \.y

EXISTING TREE/STUMP TO BE REMOVED 3

SCALE OF FEETim PROPOSED STAGING AND STORAGE

O 1 OF 2 SHEETSEXISTINGSENSITIVE VEGETATION

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

§@Pii ^C041^11 £]{§

EXISTINGRIP AND MULCH ABANDONED SPUR AREAS YOSE 104

166739

DEMOLITION PLANCARDNO

O I

PROTECT EXISTING TREE IN PLACE

C1.1BT1 PMIS/PKG NO.

314406AEXISTING SEWER CLEANOUTcr^ TECH. REVIEW:%

JC

^OF CAOSir

DRAINAGE / DITCH FLOWUNEEXISTING SHEET

REHABILITATE CRANE FLAT CG - LOOP E

YOSEMITE NATIONAL PARK

DATE: 6 OF 25■im 6.9.2021

LOOP E QUANTITIES

QUANTITYUNITITEM

GRIND/PULVERIZED EX

PAVEMENT SECTION SQ YD 2845

RECYCLE PICNIC TABLE

(NOT SHOWN) 39EA

39RECYCLE FIRE RING EA

39SALVAGE BEAR BOX EA

EA 2REMOVE CULVERT

EASALVAGE CAMPSITE MARKER 39

24REMOVE STUMP EA

REMOVE TREE LESS THAN 24" 39EA

REMOVE TREE 24” OR LARGER 5EA

PROTECT EXISTING TREE IN

PLACE EA 9

RIP AND MULCH ABANDON ROAD

AND SPUR AREAS SQ YD 1005

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EXISTING BOLLARD

EXISTING AC ROADWAY

EXISTING FIRE RING

EXISTING BEAR BOX

EXISTING CULVERT

EXISTING VALVE

EXISTING CAMPSITE MARKER

EXISTING TREE

EXISTING STUMP

EXISTING SIGN

EXISTING SSMH

EXISTING CONTOUR MAJOR (S’)

O')EXISTING CONTOUR MINOR

EXISTING TREE/STUMP TO BE REMOVED

PROPOSED STAGING AND STORAGE

EXISTING SENSITIVE VEGETATION

EXISTING RIP AND MULCH ABANDONED SPUR

PROTECT EXISTING TREE IN PLACE

EXISTING SEWER CLEANOUT

EXISTING DRAINAGE / DITCH FLOWUNE

402020 0

SCALE OF FEET 2 OF 2 SHEETS

DRAWING NO.

YOSE 104

166739

TITLE OF SHEET

DEMOLITION PLAN

PMIS/PKG NO.

314406A

SHEET

REHABILITATE CRANE FLAT CG - LOOP E

YOSEMITE NATIONAL PARK of 25

NOTES:

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

SELECT TREES NOTED ON THE PLANS SHALL BE PROTECTED WITH

ORANGE FENCING SECURED AROUND TREE, SEE TREE PROTECTION

DETAIL ADDITIONAL TREES MAY BE IDENTIFIED BY CONTRACTING

OFFICER'S REPRESENTATIVE FOR PROTECTION.

2.

3. AT ALL AREAS OF GROUND DISTURBANCE. REMOVE AND SAVE DUFF

LAYER. ALL TOPSOIL REMOVED SHALL BE SAVED. SAVE DUFF AND

TOPSOIL IN SEPARATE PILES.

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 HELD FROM THAT SHOWN ON THE PLANS SHALL

REQUIRE THE CONTRACTOR TO NOTIFY THE ENGINES 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 PLACE AND TO BE

REMOVED, HOWEVER ADDITIONAL ITEMS MAY REQUIRE DEMOLITION AS

DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

5.

6. ALL EXISTING PAVEMENT ABANDONED AREAS SHALL BE SCARIFIED TO A

DEPTH OF 12 INCHES.

TRAILS AND CAMPSITES) SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES.

INSTALL MULCH OVER ALL DISTURBED AND SCARIFIED AREAS NOT

PROPOSED FOR IMPROVEMENTS.

ALL NON-VEHICULAR COMPACTED SOILS (I.E.,

7. THE TREES SHOWN ON THE PLANS TO BE REMOVED ARE A DIRECT

RESULT OF THE CONSTRUCTION RELATED 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 RELATED

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.

8. SLASH TO BE CHIPPED FOR MULCH

CONTROL/STABILIZATION TO FULLY COVER

AND SPREAD FOR EROSION

DISTURBED AREAS.

LEGEND

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DESIGNED: SUB SHEET NO.

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DATE:

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LEGEND

ADJACENT CAMPSITES IN LOOP D TO BE

COMPLETED DURING PHASE 2 OF

CONSTRUCTION (NOT A PART OF THESE PLANS)

5 CONSTRUCT STEPS (TYP.)-iPROPOSED ASPHALT PAVEMENT £5.6.

3CONSTRUCT ROCKERY WALL (TYP.)PROPOSED CULVERT £5.6

INSTALL DOUBLE CAMPSITE (TYP.) 2 £5.3PROPOSED ROCK LINED DRAINAGE DITCH^|l§|

V\\ Sv\ H PROPOSED 10x10’ TENT PAD 10.0’1CONSTRUCT PARKING SPUR (TYP.) £5. -16.8’31.9’ 40.1’1PROPOSED PICNIC TABLE :/

INSTALL BOLLARD (TYP.) /-INSTALL ROCK

' / BARRIER

/ (7YP.)/J\ '

V..-43.2’ £5.6.537 532 530EXISTING SENSITIVE

VEGETATION (TYP.)

PROPOSED STEPS \>Xy\m25.1’ V\:

£5.6. 41.6’PROPOSED NATIVE SOIL TRAIL 15.2’>v

11.1’PROPOSED CONCRETE TRAIL m<r a

X 1 I 3.1’PROPOSED RETAINING WALL 28.6’16.0’ £V\7+00 12.5’o_ o ^ t* PROPOSED FIRE RING O

10.0’□ 10.0’15.4’PROPOSED BEAR BOX 20.0 R10.0’.A i3.0’Pr.7 TYP.7.1’ 1PROPOSED SINGLE CAMPSITE ©// 20-0’ 16.3’ R10.0’3 V 11.8’

© £lINSTALL BOULDERS

AT TOP OF WALL 10.0’

36.6’ <

F-15+00TYP.PROPOSED DOUBLE CAMPSITE •J* a. —. 29.9’

9.2’PROPOSED ACCESSIBLE CAMPSITE 6.4’ .A 17.0’17.3’ .(

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0.0R20.0’

TYP.

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\EXISTING CAMPSITE NUMBER516 30.5’ It* 5! 5.1’534"a./ / 14.0’ 4.7’6 CONSTRUCT WIDENED SHOULDER (TYP.) 535PROPOSED BOULDER BARRIER ■ ^£5.1 4

11.7’A<21.0’'N_ o f R50.0’PROPOSED POST BARRIER 37.0’15.9’ Im -/ ^10.0’ -7I► PROPOSED SIGN V \ 18.3’ 53113.2’± INSTALL 18” CULVERT 4.

SEE SHEET C4.5 FOR

CULVERT INFORMATION

C5732.4’'V'N CONSTRUCT 10’ ONE-WAY

nts/ ROADWAY W/ 1’ SHOULDERS

^ (TYP.)

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; 34.9’ CONSTRUCT 5’

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NOT ENTER SIGN AND

12” STOP BAR

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122.9’ o

EXISTING STUMP [5.1AC5.1AC5.1 +/ 7.2’ L>* *£5.7 X

_____, CONSTRUCT 5’

£537 CONCRETE TRAIL

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EXISTING TREE/STUMP TO BE REMOVED

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TO BE REMOVED

(TYP.)

FT!

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SEE SHEET C4.5 FOR

CULVERT INFORMATION

© 5^11.2’ 1.©/ 4.7^ 9.1 ’■00f^00 £5.1 ^+00t'O' £5.7SIGN <\./

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(TYP.)

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£-3^00 wmj \y18.0' 14.6' 10.0’ IV E-5+00— R3.0’6.0’ +00typ:% Faa 24.0 .5 o R20.0’ \y R10.0'VJ TYP.18.3’44.3’ 11 aLO’ a a a1 TYP.O.6.1’23.7’ 10.2’32.4’ 10.3’LOOP E QUANTITIES THIS SHEET 16.0’ i Q1 aCONSTRUCT 5’ WIDE

NATIVE SOIL TRAIL

17.4’ 20.3’ &£5.3 12.7’ ©17.0’^ 6*4TOTAL

QUANTITYITEM UNIT

9/^0K I' '\ 28.9’—1

28.3’20.7’ 33AC PAVING SQ YD 2048 fy 32.0*49.7’

16.117.7’SINGLE CAMPSITE EA 13 CONSTRUCT 3’ WIDE

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(TYP.)

42.1’ I23.8’A< Lt SINGLE ACCESSIBLE CAMPSITE EA 2 v

20. r5081

£5.3DOUBLE CAMPSITE EA 1 #40.2’

25.5’ 26.0’ ImDOUBLE ACCESSIBLE CAMPSITE EA 1 .<*■ &19.9’ \ ^ \//SQ YDWIDENED SHOULDER 6 40.2’ z.

17.9’EA 00CULVERT 3 25.2’ 37.1’■\ ' X 10

1 AINSTALL DOUBLE

C337 ACCESSIBLE CAMPSITE

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CAMPSITE

2•1

£5.33’ WIDE NATIVE SOIL TRAIL SQ FT 1381 INSTALL ROCK LINED DITCH

OYP.) /7\5' WIDE NATIVE SOIL TRAIL SQ FT 220 23.3’ ©22.3’ £5.72 INSTALL SINGLE ACCESSIBLE

CAMPSITE5' WIDE CONCRETE TRAIL SQ FT 1500 £5.3v

STEPS EA 90 2 INSTALL ROCK DISSIPATER 20 4020 0£5.729.8’VDITCH LF 185

SCALE OF FEETROCK DISSIPATER SQ FT 210 501

1 OF 2 SHEETSNOTES:

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.

TRAFFIC CONTROL SIGNS EA 2

DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEETTRAFFIC CONTROL MARKINGS EA 2 YOSE 104

166739 91 SITE PLANCARDNOmRETAINING WALL SF 408 / ff

0 C041711BOULDER BARRIER EA 75 C2.1BTI PMIS/PKG NO.

314406A& TECH. REVIEW:BOLLARDS EA 54 *YtT it

JC SHEETSNOW POLE BRACKET EA 15 REHABILITATE CRANE FLAT CG - LOOP E

YOSEMITE NATIONAL PARK

NOTE: QUANTITIES SHOWN ARE ESTIMATES. CONTRACTOR TO

VERIFY QUANTITIES FOR CONSTRUCTION.

DATE:Z/izj 8 of 25DUMPSTER PAD EA 1 6.9.20218/

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LOOP E QUANTITIES THIS SHEET

TOTAL

QUANTITYITEM UNIT'Vs \

27.93 EXISTING SENSITIVE VEGETATION, TYP.CONSTRUCT ROCKERY WALL (TYP.) SQ YD£5.6, AC PAVING 1849xr

521, SINGLE CAMPSITE EA 19

635.2’/- CONSTRUCT WIDENED SHOULDER (TYP.) £5.1 SINGLE ACCESSIBLE CAMPSITE EA 0

8.5*523 INSTALL ROCK LINED DITCH.

TIE INTO EXISTING DITCH

4%

DOUBLE CAMPSITE EA 1C5?726.8’1 CONSTRUCT PARKING SPUR (TYP.)

£5.: 25.0’ DOUBLE ACCESSIBLE CAMPSITE EA 0•yiO.O’ 18.6’Psr3 18.2' 16.3’£5.V\\ N PS SQ YDWIDENED SHOULDER 15£>-^4 21.3' Vc?19.7’INSTALL

CAMPSITE

MARKER

(TYP. 37)

J EAr / CULVERT 214.6’ ,/©(10.0’v

3’ WIDE NATIVE SOIL TRAIL SQ FT5.7’ 150029.1* J

13.5'§ /\ 10.

E-11+008.5’ | 5’ WIDE NATIVE SOIL TRAIL SQ FT 0AYv

14.8* 19.0’ i

A§* 1 13.7’17.Q’ 5* WIDE CONCRETE TRAIL SQ FT 36119.5’« • 520JJ*

5*'14.6’23.4’ «

STEPS EA 200

L \i.o’\ 1-14.1’ INSTALL 18” CULVERT 3.

SEE SHEET C4.5 FOR

CULVERT INFORMATION (TYP.)

16.8’ 19.4’ \\3> 8.9’ £5.7, DITCH LF 3826.8’ 19.6’527 'o 10.0’m ♦;xy » SQ FT528 ROCK DISSIPATER 210©17.01 a 15.1’*35.0 17.5 - (526 © V20.8’£3 8.2’ TRAFFIC CONTROL SIGNS EA 01.V .5181 ©JO. R10.0’ YX

21.8’.7*. TYP. 7.4’12.3’15.5’ TRAFFIC CONTROL MARKINGS EA 016.0’ ' i \ 32.1’10$ i23.r

®1 RETAINING WALL 892tt SF\ 24.0’

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• # st 12.5’ 1J 15.7’ BOLLARDS EA 4310.0’, i32.4’TYP. 10.0’T F.14+00 25.4’ SNOW POLE BRACKET EA 11VJ 18.7’ oY o

INSTALL ROCK BARRIER/ 4

(TYP.)

+N. O 18.9’ 9.5’ j® cOi NOTE: QUANTITIES SHOWN ARE ESTIMATES. CONTRACTOR TO VERIFY

QUANTITIES FOR CONSTRUCTION.

23.3 +25.6” uj37.5’26.0’ 10.4’ o

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£ c. , 14.5 7.2’ CONSTRUCT STEPS (TYP.) ^

£5.7, £5.6,:524] PROPOSED ASPHALT PAVEMENTv/

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(TYP.)

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V

10.9*V^ ^ w y PROPOSED RETAINING WALL 10.0’LdS 1CONSTRUCT 5’ NATIVE SOIL TRAIL *4S*\rs*' 0/£5.5, PROPOSED FIRE RINGl 1&6’ / 18.8’ □35.0’ PROPOSED BEAR BOX5 CONSTRUCT PARKING

PULL OFF

OYP.)

CONSTRUCT STEPS, TYP. £5.6,

O 22.5’ PROPOSED SINGLE CAMPSITEEXISTING TREE/STUMP TO

BE REMOVED

(TYP.)

>/ /V\X A.>j

< PROPOSED DOUBLE CAMPSITEI s 516 'x PROPOSED ACCESSIBLE CAMPSITE%511

13.3’/ ^42.0’10.0’33.3’ 30.4’ Y' PROPOSED ACCESSIBLE DOUBLE CAMPSITEI 24.6’23.2’ 3V/<l/S EXISTING CAMPSITE NUMBER516CONSTRUCT 10’ ONE-WAY

ROADWAY

(TYP.)

514[ £5.5,TII 15.3’ ioV I PROPOSED BOULDER BARRIER>i i 15.1’ PROPOSED POST BARRIER6.1’i- R20.0’ x'35 l> PROPOSED SIGNR20.0’E-6+00 R3.0*R20.0’1 TYP.CO PROPOSED CAMPSITE MARKERCO TYP.

R10.0’CO N/ *Oo\s l©a a a • o

JLTYP. PROPOSED WIDENED SHOULDERI 6.5’7.6’I 10.0’ .. A

NOTES:i PROPOSED DUMPSTER PAD' 4/©rsm 9.9' V * *

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

SEE SHEETS C4.1 THRU C4.5 FOR ROAD, DITCH AND

CULVERT PLAN AND PROFILE INFORMATION.

SEE SHEET C5.2 FOR CAMPSITE MARKER POST

LOCATION/DETAIL..

1.X 20.2’ 7X.20.3’ a ° ° 2.11.8’ 10.0’ EXISTING TREE© 11.7’.■VS?/€•I 32.61- k 3.23.6’ EXISTING STUMP718.0’ h 515 /•21.2’ /’

S"A10.0’ X0 / 37.0’ EXISTING TREE/STUMP TO BE REMOVED

EXISTING SSMH#51323.6’I 26.6’'K? 1?

X/

33.8’21.0’ 10.0’ O20 0 20 40 EXISTING SENSITIVE VEGETATION510 (18.4’

1INSTALL 18” CULVERT 2.

SEE SHEET C4.5 FOR

CULVERT INFORMATION

I SCALE OF FEET10.7’ £5.7,512 2 OF 2 SHEETSTT\16.4’0- -

\\ DESIGNED: DRAWING NO.SUB SHEET NO. TITLE OF SHEET24.2’'-S w YOSE 104

166739 INSTALL ROCK f 4- UNED DITCH tcS7

MM SITE PLANCARDNOJ

f { ms®

§ C0417113^24.7’29.7’ INSTALL SINGLE CAMPSITE

(TYP.) C2.2BT£5.3, a PMIS/PKG NO.

314406A j

2 TECH. REVIEW:INSTALL ROCK DISSIPATER ♦ *s £5.7, JCs SHEET14.1’ REHABILITATE CRANE FLAT CG - LOOP E

YOSEMITE NATIONAL PARK

DATE: 9 of 25IN 6.9.2021’K /8/

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LEGEND:

ADJACENT CAMPSITES IN LOOP D TO BE COMPLETED

DURING PHASE 2 OF CONSTRUCTION (NOT A PART

OF THESE PLANS). LOOP D SITES SHALL REMAIN

OPEN DURING CONSTRUCTION.

EXISTING CONTOURS

MAJOR>9.4-1 GRADE CAMPSITE AND

PARKING SPUR AT 2:1. MINOR85.39TW-

81.92

84.06TW

81.31-(er8vrere. (s PROPOSED CONTOURS84.36TW69.80 7> ^3) 85.03TW- 82.01-

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\/ 542<<?- y 544'N 81.3<e /-85.36TWy x/546 MAJORJ> (6182). 81.00<?y /irz.A 3 81.92

81.79 e\ (8 77.0

A?'

84.05TW

81.31 81.00 76.48 76.22 75.70

MINORV?6/;y

\ 77.17-

77.82 S'. (®180)69.1 re\ GRADING LIMITSSEE SHEET C4.2 FOR

ROAD PROFILE

7 ' / /68.88 NJ\ —81.60

—78.75 /- 78.83

\ ire TREE REMOVAL12* /,\ > X-rs 78.7i) t> 7<5>.y \ ' ¥s'? gn+og EXISTING TREE/STUMP

TO BE REMOVED

e 9 XIS 76.91-1 ^

77.51 \rm

e. k a> 76.04-^

77.34-vA^" 76.04-O\

,00

O i 6778 o

7< e \ \ +tpy O0) V5%>8.44, ■68.94 r70,14 m>«•«*\ X <5! 77.82 \

/6-44JW

re *y 78.86 78.42

76.35y K 3K ^ ^73.23 , —72.69 —72-49^

-S’ 68.88- (8i% ye#C\\ 76.49-

26. at

76.12?6)•iJ ^77^58 :=76.§§- 17 co y 78.1re 68.88 f!/ 76.24 FCM , 78.1to ■16+o0X 7Mi(6175) A

7^.14 x

I- E-15+00.1668.57 to7 t—\x V

S^rX76X)0 ISN75.89

73T19’XX>^

7& y to 75.\ (O68.0 ■72v14 *75*!

(677^4.' « .'»* V.

X 76.18;

76.50-

<5\/X.\, /' /OD65.77 ' / •-76.38 .

—76.51 -76.17

71.347T5A x (XcO\ K *3?t 7,X I~~ X /6170"V \ 75.77 6m4o7-" ,/ / (525J ^------- x7\ 61 6171/1?) /X LOOP E QUANTITIES>7.73 1.41✓ P./A •-71.88 8.74 Clr(8; /r/reit X 68.81y 1

7.00 I(6170)68: 71.72 x(vX 68.50 I,1 v-68.80(i

68.45 -jj

/ ,A;Xv^ I i \V .491 QUANTITYUNITITEM1523 1\ 18.32 64T&% 519) /”)M6/64,16V V i6169 / 68.45-Z

GRADE CAMPSITE AND

PARKING SPUR AT 2:1.

68.65 •66.69 r"°J.

n iX ref(6 ?6s)sT66‘57 EXISTING AC PAVEMENT AREA -

ROADWAY ONLY

'e. IToifc 70.Q< 2,857/ SY61.81 /-(6165) ' -

-y (6164)

(6163) g76i6i)T7r3 : ,,-c .. .• ,..-7" ?

€A6?V^

/i 68.50 68.11-x/ y , '-6167^7A v A(I I

6'/6 2## " (5217.27 EXISTING ROAD (AC/BASE) VOLUME61.84-61.48TW

58.00 CY 556N>' h X J '61.50TW

-57,00 70.01

(6166)

527 I66.85 67.94 3^5 » ITO

-/ f \ EXISTING PARKING SPUR AREA SY 1508\\>\\V;X66.41- x

\SEE SHEET C4.4 FOR DITCH

AND CULVERT PROFILE

/—61.93

! jo x/o ; l t

501 \SEE SHEET C4.1 AND C4.2

FOR LOOP E PROFILE

INFORMATION

\' 4 165) (81FF=6161.9065.17 (5 ,\# 6.416^0 vX. EXISTING PARKING SPUR VOLUME CY 29361.83- 61.74-

CM

; // 57 \ -^(616 A r-

'",.(6l63)^jL

(6162)

(&161) v63.38 to—61.02TW —S&pO

767.65

Or*iVsL-fir, PROPOSED AC PAVEMENT AREA CY 389760.51- 60.28- 58.68- 58.06- 55.50*

, \ f: tjx-\ '4 7s-*1 il,// 90 Z\ r-6047 "x15^

x. V X\ X to PROPOSED AC PAVEMENT VOLUME CY 378

\A 6<77-r -61.27 .

A61<?/ 61.80 61.70 r-SEE SHEET C5.5 FOR

TYPICAL ROAD SECTION

A .27r57.0 503 (/) PROPOSED AC ROAD BASE VOLUMECY 65056.94 56.82

58.1' VP57. 55.68 6^°57.8( 60.1857. >v, SEE SHEET C4.3 FOR CQMFORT

STATION TRAIL PROFILE PROPOSED AC ROAD SHOULDER

BASE VOLUME

'-6157-

UJ60)E-1+00 CY 508155)66 77

56.19 57.83-

(61/ (611 V55.8 ( -~i\y.-'iO) (&i-‘;

(6l'56\ , (61^ ^ -,x4)

PROPOSED ROADWAY SUB BASE7- pSEE SHEET C4.4 FOR DITCH

AND CULVERT PROFILE

56.3

^(£l&8) ' s.l5T)

CY 1160in4) CUT*<59.5355.85 59.68 T I PROPOSED ROADWAY SUB BASE\ i6.86 CY 71A55T4T 54.99

FILL*,-r/=7 (6 w1\ 56.76— v 52;rTp'dj>.

■OQ e'^+oo PROPOSED EARTHWORK VOLUME

CAMPSITES AND TRAILS - CUT

54.94 EXISTING TREE/STUMP TO BE

REMOVED (7YP.)

\56.4 CY 874A° 55.86\JP (o ■SEE SHEET C4.2 FOR

ROAD PROFILE

-Y (61+33 ^—-54.47 __-—54.30 ii I\•55.80 55.96

/AVA6-|V 15o)CO \ PROPOSED EARTHWORK VOLUME

CAMPSITES AND TRAILS - FILLX (6 51 CY 678-4!

^6A5*> y\/, e, VP\

56.1Cr ■ * ■ / •—56.12V 5^^ 55.09-^ 54.82— tTl /A NET AGGREGATE BASE IMPORT

(PROPOSED BASE FOR AC AND

SHOULDERS - EXISTING PULVERIZED

MATERIAL)

$£-3/ \55.^

52.00 '0 -n W55.36-

55.12- X E-5+00 X^xj

-X CY 309/ 53.15-A56.14

56.05 is.' 55.5

53.32-SOC

52.96-'I ( '

X +00

51.86/ y. 52.057.. ^ ee/ %\; v /', A > x 11 54.69V A/ I * QUANTITIES INCLUDE EARTHWORK TO SUB BASE

BELOW AC ROAD AND AB SHOULDER. 9.5 INCHES

BELOW FG

754.4 x 54.75 53.94 53.77 x / / 55.74- Vir,■(6155)

(6X54)

(6153)

/ 7 05 50.89 50.98

/ to XX '•£>C ■/ 7V 51*52'<^=

/ mto

6154.67 /, 52.37 52.33

52.83 0,9%.© // /-55.12 y,/ \I 7 ?i053.30 53.30-

52.54 52.1 51.31a (6150) -

■ (6149) ■ v (6148)

(6147)“

(61 (&145)

■(1 /Ce 53.47\V !/ 7fir^3 \504 53.53 51.18 •48.78 r\ ; \ td /—52.03 -54.76\ 7 — is,\ 49.7'r\ 52.20 /\ 52.04—^ 51.58-i / rA *

/ 53.23 / 7.42\- \V r /52.93 53.30\ / ©? T V:\ 47.51-x %48.05 45.22-.vX4XXX X . 5

7 ©/ ■ I50.61\ C'-.V- ' I !/I—6153 I50.67 47.91X'-' 'I/'

^/V VxsV'<

V'.<X\ vX-\ A\:.'•v'-'X I// \\ 0L6 x.V 48.05X. I■V 50.20 /\•'// 7 7 / X/ I/ / VvV52.03 •51.52

\ i6152/Y 52.51 ;lCO 6151 Av 7 ;)• / i:A 61^6^61S) /47.34 y.\\\

(6143) w s,y

/' 01 ^-45.02X.,.' 52.5!L\ 47.79 514CM

^506^ •51.57 •51.19\ 510 51250.0% 47.39w (6142)<S1,L 4?\ GRADING OMITS

(TYP.)

<0M Si \

/i #

\\1 4020 200/502A-

SCALE OF FEETV

■51.19 51.48

\l

1 OF 2 SHEETSW

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

0041711^1

NOTES:

1. GRADE CAMPSITES TO DAYLIGHT AT 3:1 UNLESS

OTHERWISE NOTED ON THE PLANS.

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

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

CULVERT PLAN AND PROFILE INFORMATION.

YOSE 104

166739GRADING PLANCARDNO

i.a C3.1BTq: i PMIS/PKG NO.

314406A l

TECH. REVIEW:*

^OF CAO^

JC SHEET

REHABILITATE CRANE FLAT CG - LOOP E

YOSEMITE NATIONAL PARK

DATE:IW 10 OF 256.9.20218/

/2

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D W vjo' d^' . ■' ' ' N ofi fYv<b *N\<&! •q> Mcto \ its <bO' 76.16TW 73.01 s x° \ADJACENT CAMPSITES IN LOOP D TO BE COMPLETED

DURING PHASE 2 OF CONSTRUCTION (NOT A PART

OF THESE PLANS). LOOP D SITES SHALL REMAIN

OPEN DURING CONSTRUCTION.

,o> V' 9P 9?(c"95 \\ (bV$> f6 76.21TW

72.92-

76.14TW-

73.48-

&\ -76.16TW

73.14 •72.78

A N 532A \%SEE SHEET C5.5 FOR

TYPICAL ROAD SECTION

\',<h A 61(73 —<b A\A A. im4A A to-70.73

/0-73.31TW

79.31TW

V 77.49

79.96TW

: 77.57

4 A-V77.47 \ / 72.50<b V AA AV 4Vi . oX534 <b toA80.49TW

77.36 Ax ‘ ^ —72.50

71.72 71.33 70m' to 530) ,AiU 71.73- 71.33- 72.12-

" (P/ -70.81 —73.49TW

-70.80 ■—70.81

—73.31TW

t/•87.65TW •84.32

•87.20TW

84.63 r GRADE CAMPSITE AND

/ PARKING SPUR AT 2:1.

81.31

83.48TW £^4/' \82.82TW—

81.24-

82.35TW—

■r83.39TVyB1.20-

/to •77.10 76.95

<3 \P'/,72.2477. 1to/ >70,>17776.28 74.46 to ' I/ /—69.40 ) y-

• z-69,25 4A

V*'0536)A

-86.72TW Q2.00TW—, .

-84.29 79.00—A

-70.60 •70.47I$K

Iff74.12- 73.86- 73.66-y^w-74.12 A/-73.77 toto-73.29 to-r>79.93 <o :k \\I//81.03 ,K 70.