Attachment_2a_Hot_Well_Dunes_Drawings_Split_Part_1.pdf

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BASE & BID ADDITIVE WORK

THE DRAWINGS IN THIS PLAN SET SHOW BOTH BASE BID AND ADDITIVE WORK.

REFER TO THE DESCRIPTIONS BELOW AND THE ADDITIVE NOTES ON SHEET

GI002 FOR INFORMATION RELATED TO THE SCOPE AND EXTENT OF BASE BID

AND ADDITIVE WORK.

THE SCOPE OF THE BASE BID CONSISTS OF FURNISHING ALL LABOR,

MATERIALS, EQUIPMENT AND OTHER RESOURCES NEEDED TO CONSTRUCT

SITE AND CAMPGROUND IMPROVEMENTS INCLUDING: GRADING AND

STABILIZATION OF TWO PARKING AREAS; DEMOLITION AND REPLACEMENT OF

TWO HOT TUBS AND ASSOCIATED PLUMBING, PIPING AND DRAINAGE;

DEMOLITION AND REPLACEMENT OF TWO VAULT TOILET BUILDINGS;

DEMOLITION, REPLACEMENT AND ADDITION OF CAMPSITE AMENITIES AT 14

CAMPSITES; NEW CAMP HOST SOLAR SHADE STRUCTURE, BATTERY AND

PROPANE GENERATOR BACKUP, CAMPSITE AMENITIES, STORAGE SHED AND

SEPTIC SYSTEM; DEMOLITION AND REPLACEMENT OF FOUR DAY-USE

RAMADAS WITH AMENITIES; DEMOLITION, REPLACEMENT AND EXTENSION OF

SITE BARRICADE RAILING; NEW LANDSCAPING WITH NEW IRRIGATION;

DEMOLITION AND REPLACEMENT OF FEE STATION AND INFORMATIONAL

KIOSKS; REPAIR AND REPLACE PORTIONS OF THE SITE PERIMETER FENCE.

THE SCOPE OF ADDITIVE #1 CONSISTS OF FURNISHING ALL LABOR,

MATERIALS, EQUIPMENT AND OTHER RESOURCES NEEDED TO

OVEREXCAVATE, GRADE AND STABILIZE THE 25' WIDE x 1.65 MILE SITE ROAD, INCLUDING MAJOR TURNOUTS, WITH 6" ROLLED AGGREGATE BASE.

THE SCOPE OF ADDITIVE #2 CONSISTS OF FURNISHING ALL EQUIPMENT AND

LABOR TO COMPLETELY REMOVE 84 MATURE TAMARISK TREES FROM THE SITE

INCLUDING THE ENTIRE ROOT CROWN, DISPOSE OF LEGALLY OFFSITE, AND

RESTORE ALL DISTURBED AREAS TO LEVEL GRADE.

THE SCOPE OF ADDITIVE #3 CONSISTS OF FURNISHING ALL LABOR,

MATERIALS, EQUIPMENT AND OTHER RESOURCES NEEDED TO DEMOLISH AND

REMOVE 500 L.F. OF SPLIT RAIL FENCE AND REPLACE IN KIND.

THE SCOPE OF ADDITIVE #4 CONSISTS OF FURNISHING ALL LABOR,

MATERIALS, WATER, EQUIPMENT AND OTHER RESOURCES NEEDED TO APPLY

NATIVE SEED MIX TO 119,000 S.F. OF DISTURBED AREA.

CAMPSITES #2 - #8

SHEET CS102 - CS108

CAMPSITES #12, 13, & 14

SHEET CS112 - CS114

CAMPSITE #10 & 11

SHEET CS110 & CS111

DETENTION POND

W/ WALKING PATH

SHEET LP101

FEE STATION PARKING

W/ KIOSK & RESTROOM

SHEET CS100 EX. CAMP HOST

CAMPSITE #9

SHEET CS109

U.S. HIGHWAY 70

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PHOENIX

SAFFORD

STATE REFERENCE MAP

N.T.S.

VICINITY MAP

N.T.S.

FLAGSTAFF

TUCSON

HOT WELL DUNES

RECREATION AREA IMPROVEMENTS

SITE MAP

200' 400' 800'

THIS SITE

HA

EKEL RD

THE PROJECT IS APPROXIMATELY 15 MILES NORTH OF BOWIE,

AZ AND 25 MILES SOUTHEAST OF SAFFORD, AZ. LOCATED ON

HAEKEL ROAD IN GRAHAM COUNTY.

THE SITE COMPRISES A PORTION OF SECTION 36, TOWNSHIP 10

SOUTH, RANGE 28 EAST; GILA AND SALT RIVER MERIDIAN.

LAT 32° 31' 24"

LONG -109° 25' 36"

ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

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BOWIE

I-10

HOT TUBS W/ SOLAR

PUMP HOUSE & DOUBLE

VAULT RESTROOM

SHEET CS200

NEW CAMP HOST

CAMPSITE #1

SHEET CS101

1.65 MILES STABILIZED ROADWAY

SHEET CG101 - CG109

GRAHAM COUNTY, ARIZONA ~ SAFFORD FIELD OFFICE

DRAWING INDEX

CONSTRUCTION

STAGING AREA

CONSTRUCTION

STAGING AREA

CONSTRUCTION

STAGING AREA

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GENERAL CONSTRUCTION NOTES

1. ALL WORK SHALL CONFORM TO THE CONTRACT, SPECIFICATIONS, DRAWINGS,

AND DETAILS.

2. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO

COMMENCING WORK, AND NOTIFY THE GOVERNMENT OF ANY SUBSTANTIAL

DISCREPANCIES CONCERNING THE LOCATION AND FUNCTION OF EXISTING

FACILITIES AS SHOWN ON THESE DRAWINGS.

3. THE CONTRACTOR SHALL CONTACT ARIZONA BLUE STAKE (811 OR

1-800-782-5348) FOR UTILITY LOCATION MARKINGS A MINIMUM OF TWO (2)

WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING

IMPROVEMENTS "IN-PLACE" UNLESS OTHERWISE NOTED ON THE CONSTRUCTION

DOCUMENTS.

5. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND ALL

EXCAVATIONS. IN NO CASE SHALL THE CONTRACTOR LEAVE OPEN TRENCHES

WITHOUT SECURE FENCING.

6. THE CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) REQUIREMENTS, INCLUDING WORKING WITHIN

CONFINED SPACE AREAS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE

FOR THE DESIGN, INSTALLATION, AND MAINTENANCE OF ALL REQUIRED

SHORING.

7. ALL TREES, SHRUBS, AND VEGETATION SHALL BE PROTECTED DURING

CONSTRUCTION, EXCEPT WHEN THE REMOVAL OF THE TREES, PLANTS, OR

VEGETATION IS SPECIFICALLY NOTED ON THE PLANS, OR APPROVED BY THE

GOVERNMENT.

8. WATER FOR CONSTRUCTION IS AVAILABLE ON HAEKEL ROAD (32.705542,

-109.500395) GENERATOR REQUIRED TO POWER WELL PUMP. HOT TUBS WELL

MAY BE USED WHEN TUBS ARE NOT IN USE. COORDINATE WITH GOVERNMENT

FIELD STAFF TO AVOID DISRUPTING WATER SERVICE TO SITE USERS.

9. CONSTRUCTION STAGING AREAS IDENTIFIED ON PLAN ARE APPROVED FOR

TEMPORARY USE TO MOBILIZE AND STORE EQUIPMENT & MATERIAL. INSTALL

FENCING AS REQUIRED AND ENSURE MIN 12' DRIVABLE SPACE FOR PUBLIC

ACCESS AROUND ALL STAGING AREAS.

10. AFTER LAYING OUT AND STAKING THE LOCATIONS OF AMENITIES IN THE FIELD

THE CONTRACTOR SHALL CONTACT THE GOVERNMENT FOR APPROVAL OF

LOCATIONS PRIOR TO PLACING.

11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREPARE A STORM WATER

POLLUTION PROTECTION PLAN (SWPPP) AND SUBMIT AN NOI TO THE

ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ), UTILIZING THE

PORTAL: HTTPS://AZDEQ.GOV/MYDEQ. CONTRACTOR SHALL MAINTAIN THE

SWPPP AND REMOVE ALL BMP'S POST-CONSTRUCTION AND STABILIZATION.

PTBL

FIRE PIT

GRILL

PICNIC TABLE

SHADE STRUCTURE

CLEAR AND GRUB

NEW EXISTINGFEATURE

ELEV. CONTOUR LINE 3010

BUILDING

SIDEWALK

AGGREGATE SURFACE

ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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1. THE CONTRACTOR SHALL NOT STOCKPILE OR PLACE EXCAVATED MATERIALS, SPOILS,

OR WASTE ON SIDEWALKS, ROADS OR WITHIN DRIVEWAYS.

2. REPLACE IN KIND ALL CONCRETE, ASPHALT, OR OTHER EXISTING MATERIALS

DISTURBED BY CONSTRUCTION ACTIVITIES.

3. THE CONTRACTOR SHALL REMOVE, STORE AND REPLACE ALL SIGNS, POLES, POSTS,

FENCES AND ANY OTHER SITE AMENITIES AS REQUIRED FOR CONSTRUCTION.

4. RESTORE EARTHEN AREAS TO ORIGINAL GRADES. COMPACT TO A MINIMUM 85% DRY

DENSITY AND RESTORE SURFACE MATERIALS.

5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON

THE PLANS IS BASED ON THE BEST AVAILABLE INFORMATION, BUT SHOULD NOT BE

CONSIDERED TO BE EITHER COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES.

6. ALL REPAIRS/REPLACEMENTS OF DAMAGED ITEMS SHALL REQUIRE WRITTEN

SUBMITTAL PERTAINING TO RELEVANT PRODUCTS, MEANS AND METHODS FOR

GOVERNMENT APPROVAL PRIOR TO INITIATING THE WORK. ALL

REPAIRS/REPLACEMENTS SHALL BE MADE AT THE CONTRACTOR'S EARLIEST

OPPORTUNITY AND SHALL REQUIRE VISUAL INSPECTION AND APPROVAL BY

GOVERNMENT. THE GOVERNMENT MAY WITHHOLD SUBSTANTIAL COMPLETION

AND/OR FINAL ACCEPTANCE OF THE PROJECT UNTIL SAID ITEMS HAVE BEEN

SATISFACTORILY ADDRESSED.

7. ALL WORK SHALL BE PROPERLY CORDONED OFF WITH A METHOD APPROVED BY THE

GOVERNMENT. SITE SAFETY AND SECURITY SHALL BE THE SOLE RESPONSIBILITY OF

CONTRACTOR.

8. EXCESS CUT MATERIAL MAY BE SPREAD UNIFORMLY WITHIN THE LIMITS OF

DISTURBANCE (LOD) ON THE PLANS EXCLUDING SIDEWALKS, ROADS, DRIVEWAYS,

OR AMENITY AREAS.

9. A GEOTECHNICAL EVALUATION WAS CONDUCTED FOR THIS PROJECT BY NINYO

& MOORE CONSULTANTS, N&M PROJ NO. 607932001. ALL EARTHWORK

INCLUDING GRADING AND SUBGRADE PREPARATION FOR FOUNDATIONS OR

PAVEMENTS SHALL COMPLY WITH THE RECOMMENDATIONS IN THE FINAL REPORT,

DATED 6/3/2024, EXCEPT AS NOTED ON THE PLANS.

10. ALL EARTHWORK SHALL COMPLY WITH MARICOPA ASSOCIATION OF

GOVERNMENTS (MAG) STANDARD SPECIFICATIONS, INCLUDING GRAHAM

COUNTY AMENDMENTS, UNLESS OTHERWISE DIRECTED BY THE PLANS OR

SPECIFICATIONS.

GENERAL GRADING NOTES

1. SEPTIC SYSTEM CONSTRUCTION SHALL NOT COMMENCE UNTIL THE AUTHORIZATION

TO CONSTRUCT HAS BEEN ISSUED BY GRAHAM COUNTY ON BEHALF OF ADEQ.

2. THE NEW ONSITE WASTEWATER TREATMENT AND DISPOSAL SYSTEM SHALL BE

CONSTRUCTED, TESTED AND OPERATED IN ACCORDANCE WITH THE ARIZONA

ADMINISTRATIVE CODE (AAC) TITLE 18, CHAPTER 9.

3. SEPTIC TANK AND DISTRIBUTION BOX SHALL BE CONSTRUCTED OF PRECAST

CONCRETE OR APPROVED EQUAL AND IN ACCORDANCE WITH AAC R18-9-A314.

TANK AND D-BOX SHALL BE WATER TIGHT AND LEAK TESTED IN ACCORDANCE WITH

AAC R18-9-A314.5.d. ALL PIPE PENETRATIONS SHALL BE SEALED AND WATER TIGHT.

TESTING SHALL BE DONE PRIOR TO BACKFILLING THE TANK AND D-BOX, AND SHALL

BE WITNESSED BY THE GOVERNMENT OR AUTHORIZED REPRESENTATIVE.

4. SOLID WALL AND PERFORATED PIPE SHALL BE PVC SDR 35, GASKETED OR SOLVENT

WELDED, MEETING ASTM D3034, HOLES IN STANDARD PATTERN PER ASTM D2729.

5. GRAVEL FOR DISPOSAL TRENCHES SHALL BE CLEAN DURABLE, CRUSHED ROCK.

GRAVEL SHALL BE WASHED WITH 100% PASSING THE 2" SIEVE AND LESS THAN 1%

PASSING THE 3/4" SIEVE. GRAVEL SHALL HAVE A MINIMUM OF 30% VOID SPACE.

6. TRENCH BELOW DISPOSAL PIPE SHALL HAVE VERTICAL WALLS, WIDTH PER PLAN,

AND LEVEL BOTTOM. BEFORE PLACING GRAVEL INSPECT TRENCH AND REMOVE

ALL SMEARED OR COMPACTED SURFACES IN THE TRENCH BY RAKING TO A DEPTH

OF 1". REMOVE LOOSE SOIL RESULTING FROM RAKING FROM THE BOTTOM OF THE

TRENCH.

7. PLACE GRAVEL IN TRENCH, AVOID MIXING GRAVEL WITH OTHER MATERIALS AND

DAMAGING TRENCH WALLS.

8. INSTALL DISTRIBUTION PIPE LEVEL AND INSTALL A MINIMUM OF 2" GRAVEL COVER

ABOVE PIPE.

9. FILTER FABRIC SHALL CONFORM WITH MAG STANDARD SPECIFICATION 796.2.2

CLASS A MODERATE SURVIVABILITY FABRIC. OVERLAY EDGES OF FILTER FABRIC 12"

MIN. ON GRAVEL.

10. TOPSOIL MATERIAL FOR TRENCHES SHALL BE SCREENED CLEAN NATIVE MATERIAL

INSTALLED IN LIFTS NO GREATER THAN 8 INCHES. COMPACT TO 85% OF MAXIMUM

DRY DENSITY ACCORDING TO ASTM D698.

SEPTIC SYSTEM CONSTRUCTION NOTES

1. CONTRACTOR SHALL SUPPLY MANUFACTURERS WITH SITE LOCATION MAP AND

SOILS REPORT FOR FOUNDATION/FOOTING DESIGN. MANUFACTURER TO

PROVIDE SHOP DRAWINGS SHOWING RECOMMENDED FOOTING DIMENSIONS.

2. PROVIDE SAFFORD FIELD OFFICE (SFO) WITH TWO PHYSICAL SAMPLES OF EACH

COLOR OR FINISH FOR APPROVAL, A MINIMUM OF TWO WEEKS PRIOR TO

ORDERING MATERIAL.

SITE FURNISHINGS NOTES

1. DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO LEGALLY DISPOSE OF MATERIALS

OFF-SITE.

2. TEMPORARY STOCKPILING OF DEMOLISHED MATERIALS ONSITE SHALL BE

LOCATED ONLY AS APPROVED BY THE GOVERNMENT. STOCKPILED MATERIALS TO

BE REMOVED WITHIN 10 DAYS.

3. UNLESS OTHERWISE NOTED, DEMOLITION INCLUDES COMPLETE REMOVAL,

INCLUDING ALL UNDERGROUND COMPONENTS AND/OR ATTACHMENT

HARDWARE. ALL VOIDS IN GRADE SHALL BE FILLED IN WITH CLEAN NATIVE

MATERIAL FREE OF ROCKS >3" OR VEGETATION, COMPACTED AND LEVELED TO

MEET EXISTING GRADES.

DEMOLITION NOTES

STAGING AREA

LIMITS OF DISTURBANCE LOD

ENGINEER'S EARTHWORK ESTIMATE

CUT 3281 CY

FILL 5586 CY

NET 2305 CY <FILL>

AGGREGATE IMPORT 4330 CY

ADJUSTED NET 2025 CY <CUT>

A SHRINKAGE FACTOR OF 15%, PER THE GEOTECHNICAL REPORT WAS

APPLIED TO THE EARTHWORK VOLUMES TO DETERMINE ADJUSTED FILL

TOTALS.

EARTHWORK QUANTITIES CALCULATED TO FINISHED SURFACE GRADES.

QUANTITIES ARE ENGINEERS BEST ESTIMATE. CONTRACTOR SHALL

CALCULATE QUANTITIES, INCLUSIVE OF ANY OVER-EXCAVATION THAT

MAY BE REQUIRED.

SPOT ELEVATION 88.88

*SPOT ELEVATIONS SHOW 3000 FT TRUNCATED

11. DEMOLISH THE EXISTING SEPTIC TANK IN ACCORDANCE WITH AAC

R18-9-A309(D), INCLUDING:

11.1. EMPTY THE SEPTIC TANK AND DISPOSE OF SEWAGE LAWFULLY.

11.2. REMOVE OR COLLAPSE THE TOP AND PUNCH A HOLE IN THE BOTTOM OF

THE TANK.

11.3. FILL WITH NATIVE SOILS AND GRADE THE FINISHED SURFACE TO DRAIN

AWAY.

11.4. CUT AND PLUG THE INLET LINE TO THE TANK AT BOTH ENDS.

12. THE CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS AND ALL SEPTIC

SYSTEM TEST REPORTS FOR APPROVAL OF CONSTRUCTION FOR DISCHARGE

AUTHORIZATION PRIOR TO ANY SEWAGE DISCHARGE.

CP-100

3375.58'

3375.16'

3375.06'

3374.72'

3374.38'

3374.04'

3373.86'

3374.55'

3374.93'

3375.20'

3374.74'

3374.58'

3375.36'

3374.74' 3376.14'

3373.97' 3373.91'

3374.01' 3373.66'

3373.66' 3373.47'

3373.49'

3373.36'

PTBL

3374.14'

3374.02'

3375.36'

3373.27'

3373.29' 3373.83'

3372.13'

3373.75'

3372.42' 3372.21'

3372.01'

3372.80'3373.80'

3371.30'

3371.59'

3372.18'

3373.82'

3372.20'

3371.29'

3371.22'

3372.06'

3371.75'

3372.83' 3373.34'

3373.04' 3373.40'

3373.64'

3372.68'

3372.39' 3373.66'

3374.30'

3372.95'

3374.01'

3373.37'3374.86'

3373.56'

3372.68'

3373.64'

3372.27'

3373.59'

3373.43'

3375.07' 3375.67'

3372.21'

3373.14'

3373.07'

3373.44'

3373.12'

3373.33'

3373.00'

3373.77'3373.89'

3374.36'

3373.14' 3372.41'

3372.90'

3373.43'

3373.22'

3373.49'

3373.62'

3374.95'

3373.08'

3373.42'

3373.00'

3372.28'

3375.56'

3373.37'

3373.52'

3375.05'

3374.94'

3374.65'

3373.98'

3374.03'

3374.90'

3375.47'

3375.78'

3369.73'

G

TE

3370.54'

3372.96'

3373.05'

3373.05'

3372.70' 3372.13'

3372.56'

3372.09'

3372.30'

3371.81'

3371.76'

3373.16' 3373.24'

3371.22' 3371.22'

3370.95' 3371.01'

3369.88'

3369.87'

3369.14' 3368.80'

3369.10'

3369.14'

3370.54' 3370.50'

3370.67' 3370.98'

3370.74'

3370.02'3370.17'

3369.86'

3369.84'

3370.96' 3370.88'

3373.34'

3374.56'

3373.71'

3374.28'

3375 3376

24" CMP CULVERT

INV EL=3367.72'

24" CMP CULVERT

INV EL=3366.80'

24" CMP CULVERT

INV EL=3367.27'

24" CMP CULVERT

INV EL=3366.41'

PARK SIGN

STOP SIGN

PARK SIGN

CATTLEGUARD

GRILL

CARSONITE POST

"NO CAMPING"

CARSONITE POST

"NO CAMPING"

BOULDER

CARSONITE POST

"NO MOTOR VEHICLES"

GRILL

3" PVC CULVERT

INV EL=3371.49'

3" PVC CULVERT

TOP EL=3372.05'

BOULDER

FIRE PIT

GRILL

GRILL

FIRE PIT

GRILL

FIRE PIT

SMALL CONEX

FIRE PIT

FIRE PIT

"SLOW 10MPH"

RULES AND PERMITS

CARSONITE POST

"NO CAMPING"

CARSONITE POST

"NO CAMPING"

CARSONITE POST

"NO CAMPING"

SEPTIC CLEANOUT

3" PVC CULVERT

INV EL=3434.87'

3" PVC CULVERT

INV EL=3435.15'

3" PVC CULVERT

INV EL=3435.31'

PARK SIGN

CATTLEGUARD

SWINGING

RANCH GATE

5' BARBED W

IRE FENCE

5' BAR

BED

W

IR

E FEN

C

E

5' BARBED W

IRE FENCE

5'

BA

RBE

D W

IR

E

FE

NCE

5' BARBED WIRE FENCE

5' BAR

BED

W

IR

E FEN

C

E

5' BARBED WIRE FENCE

5' BARBED WIRE FENCE

"BE SAFE AND LEGAL"

BLANK SIGN

BOULDER

BOULDER

RESTROOM

"NO MOTOR VEHICLES"

PUMP HOUSE

RESTROOM

STEEL BOX 3'X4'X1.5'

5' B

AR

BE

D W

IR

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FE

N

C E

W

IT

H W

O O

D P

O

ST

S

5' BAR

BED

W

IR

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C

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ITH

W O

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PO

STS

SWINGING

RANCH GATE

POND WATER

ELEVATION = 3364.11±

DIRT PARKING AREA

DIRT ROADWAY

DIRT ROADWAY

DIRT ROADWAY

DIR

T R

OADWAY

DIRT PARKING AREA

PAVED ROADW

AY

PAVED RO

ADW

AY

PA

VE

D R

O

AD

W

AY

DIRT ROADWAY

DIRT ROADWAY

DIRT ROADWAY

DIRT ROADWAY

DIRT ROADWAY

DIRT ROADWAY

3" PVC CULVERT

INV EL=3435.90'

3" PVC CULVERT

INV EL=3435.01'

3" PVC CULVERT

INV EL=3435.15'

EXISTING CONDITIONS & DEMO PLAN, FEE STATION

10 20 40

CV100

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DEMOLISH & REMOVE

EXISTING CONCRETE,

150 SY

REFER TO LANDSCAPE PLANS

FOR POND & FENCING

IMPROVEMENTS

ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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DEMOLISH & REMOVE

SHADE STRUCTURES, 2 EA

DEMOLISH & REMOVE

SHADE STRUCTURE

DEMOLISH & REMOVE

RESTROOM STRUCTURE &

VAULT SEPTIC TANK

DEMOLISH & REMOVE

FEE STATION

DEMOLISH & REMOVE

KIOSK

DEMOLISH & REMOVE

434 LF FENCE TOTAL

SEE TYP PHOTO CV200

EXISTING WOOD FENCE

MODIFIED PER LANDSCAPE

PLANS

DEMOLISH & REMOVE

434 LF FENCE TOTAL

SEE TYP PHOTO CV200

KEY PLAN

HAEKEL ROAD

SWING GATE FOR

CONSTRUCTION ACCESS

DEMOLISH & REMOVE

EXISTING SIGN

REMOVE & SALVAGE

EXIST. SIGNSPROTECT BOULDERS

IN PLACE

EXISTING WOOD FENCE

MODIFIED PER LANDSCAPE

PLANS

DEMOLISH & REMOVE

17 PILLARS TOTAL

SEE TYP PHOTO CV200

DEMOLISH & REMOVE

17 PILLARS TOTAL

SEE TYP PHOTO CV200

DEMOLISH & REMOVE

434 LF FENCE TOTAL

SEE TYP PHOTO CV200

CONSTRUCTION STAGING AREA

CONSTRUCTION STAGING AREA

DEMOLISH & REMOVE

EXISTING SIGN

NOTE: ADDITIONAL REFERENCE PHOTOS OF

EXISTING ITEMS TO BE DEMOLISHED AVAILABLE

ON SHEETS A-100 & A-101.

REMOVE AND REPLACE PER

LANDSCAPE PLANS

REMOVE AND REPLACE PER

LANDSCAPE PLANS

3438.41'

3439.32'

3439.34'

3437.87'

3440.96'

3440.45'

3443.45' 3444.03'

3446.13'

3445.86'

3446.09'

3446.16'

3442.52'

3442.34'

3441.83'

3441.88'

3441.97'

3441.28'

3440.76'3434.57'

3435.56' 3435.84'

3436.35' 3438.06' 3441.34'

3440.34'

3440.43'

3443.59'

3443.53'

3443.32'

3442.57'

3442.06'

3441.36'

3441.36'

3439.44'

3438.82'

3437.73'

3437.48'

3436.11'

3437.14'

3435.62'

3435.33'

3436.67'

3436.51'

3436.81' 3438.17'

3439.42'

3439.82'

3439.80'

3441.74'

3442.24'

3442.31'

3442.74'

3442.50'

3443.23'

3443.10'

3442.26'

3441.91'

3440.72'

3440.22'

3439.37'

3438.96'

3438.72'

3437.70'

3439.02'

3438.06'

3439.56'

3442.62'

3444.31' 3442.73'

3442.71'

3441.35'

3441.87' 3442.19'

3443.11'

3444.18'

3444.29'

3443.89'

3442.99'

3442.86'3442.67' 3443.73'

3444.15'

3443.04'

3441.92'3440.21'

3440.64'

3442.38'

3444.51'

3443.42' 3443.61'

3444.21'

3445.55'

3445.51' 3444.30'

3443.44'

3443.84'

3443.06'

3441.45'

3446.79'

3444.50'

3443.07'

3444.14'

3444.54' 3444.35'

3443.53'3442.72'

MISC

MISC

MISC

MISC

MISC

MISC

PT

BL

PTBL

MISC

MISC

MISC

BE

N

C H

GTE

3439.51'

3440.47'

3442.04'

3446.09'

3445.99'

3446.74'

G

TE

3446.91'

3446.71'

3445.62'

3446.35' 3446.32'

3447.16'

3447.49'

3446.06'

3445.69'

3445.87'

3445.81'

3446.41'

3445.47'

3444.67'

3443.06'

3442.55'

3440.20'

3438.63'

3438.76'

3437.56'

3444.95'

3444.60'

3444.62'

3445.14' 3443.13'

3446.74'

GTE

CB

CB

CB

CB

3437.03'

3436.96'3436.35'3436.36'

3437.61'3437.60'3437.60' 3436.95'3436.96'3436.98'3436.95'3436.97'

3435.68' 3435.66'3435.68'

3435.74'3435.72' 3435.78'3435.74'

3435.77' 3435.71' 3435.67'3435.66'

IR

3442.08'

3446.14'

3445.50'

3445.72'

3444.75'

3443.75'3443.45'

3447.66'

3447.47'

3448.08'

3448.23'

3449.58'

3450.61' 3450.56'

3445.39'

3447.16'

3445.11'

3445.03'

3444.79'

3439.78'

3' W

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3' WROUGHT IRON FENCE

2' WROUGHT IRON FENCE

3' W

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5' WROUGHT IRON FENCE

5' WROUGHT IRON FENCE

3450344934483447

3446 3445

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

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CHECKED BY:

DATE:

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DEMOLISH & REMOVE

ALL EXISTING CONCRETE,

300 SY

DEMOLISH & REMOVE

SHADE STRUCTURE INCL.

CONCRETE PAD/FOOTINGS

DEMOLISH & REMOVE

RESTROOM STRUCTURE

& VAULT SEPTIC TANK

DEMOLISH & REMOVE

KIOSK

DEMOLISH, REMOVE, AND

BACKFILL HOT TUBS, 2 EA

DEMOLISH & REMOVE 952 LF

FENCING AND 35 PILLARS

WELL AND PUMP HOUSE,

REMOVE SOLAR PANELS

AND FRAME. PATCH AND

WATERPROOF ANY VOIDS

CREATED.

KEY PLAN

REMOVE "NO CAMPING"

SIGN, POST & FOOTING.

SALVAGE SIGN AND POST

FOR REUSE.REMOVE "SLOW 10 MPH"

SIGN & FOOTING. SALVAGE

SIGN AND POST FOR REUSE

RAIL FENCE, PILLARS, TRASH CANS TO BE DEMOLISHED

HOT TUB TO BE DEMOLISHED

BACKFILL EXISTING SWALE

TO LIMITS OF PROPOSED

HOT TUB DRAINAGE

SEE SHEET CS200

DEMOLISH & REMOVE 952 LF

FENCING AND 35 PILLARS

DEMOLISH & REMOVE 952 LF

FENCING AND 35 PILLARS

DEMOLISH & REMOVE

PEDESTRIAN BRIDGE

CONCRETE PEDESTRIAN BRIDGE TO BE DEMOLISHED

NOTE: PHOTOS FOR

INFORMATION ONLY.

ADDITIONAL REFERENCE

PHOTOS OF EXISTING

ITEMS TO BE DEMOLISHED

AVAILABLE ON SHEETS

A-100 & A-101.