Attachment_19_HWD_Drawings_Addendum_01_2025_09_19_2_0005.pdf

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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.

3. SOLAR SHADE STRUCTURES SHALL BE DESIGNED, FABRICATED AND

MANUFACTURED BY SOLAR MOUNTS LLC OR APPROVED EQUAL.

3.1. SOLAR SHADE STRUCTURE SHALL INCLUDE ALL FOUNDATIONS, STRUCTURAL

MEMBERS, AND PREFINISHED STANDING SEAM 24 GUAGE ROOFING

DECKING, COLORS TO BE SELECTED BY THE GOVERNMENT.

3.2. SOLAR SHADE STRUCTURES INCLUDE ALL MOUNTING AND RACKING FOR

THE PV MODULES.

3.3. SOLAR SHADE STRUCTURES SHALL BE ELECTRICALLY GROUNDED PER THE

NEC.

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 4320 CY

FILL 2605 CY

NET CUT/FILL 1715 CY <CUT>

AGGREGATE BASE COURSE 4850 CY

EARTHWORK WAS CALCULATED WITH NO SHRINK OR SWELL FACTOR

APPLIED.

EARTHWORK QUANTITIES CALCULATED TO FINISHED SURFACE GRADES,

EXCEPT ROADWAY CALCULATED TO SUBGRADE ELEVATIONS. CUT/FILL

QUANTITIES DO NOT INCLUDE AGGREGATE BASE COURSE.

QUANTITIES ARE ENGINEER'S BEST ESTIMATE. CONTRACTOR SHALL

CALCULATE QUANTITIES, INCLUDING 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.

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

PTB

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PTBL

MISC

MISC

MISC

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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' W R

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FEN

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2' WROUGHT IRON FENCE

2' W R

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2' W

ROUGHT IR

ON FENCE

3' WROUGHT IRON FENCE

2' WROUGHT IRON FENCE

3' W

ROUGHT IR

ON FENCE

5' WROUGHT IRON FENCE

5' WROUGHT IRON FENCE

3450344934483447

3446 3445

3443 3442

3441 3442

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LOD LOD LOD LOD LOD LOD LOD LOD

LO

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LOD

LOD

LODLODLODLODLODLOD

LOD

LO

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EXISTING CONDITIONS & DEMO PLAN, TUBS AREA

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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87654321

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871 COPYRIGHT 2025 GLHN ARCHITECTS & ENGINEERS, INC.

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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.

llohner Cloud llohner Text Box llohner Polygon llohner Text Box

1 ADDENDUM #01 2025/09/03

33723373

N.553848.44 E.924268.62

CP-100

MISC

MISC

MISC

MISC

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TBTB

MISC

MISC

MISC

PTBL

MISC

MISC

W W

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LO

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LO

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LOD

LOD

LOD

LOD

LOD

LOD

LO

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LO

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LO

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LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

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LOD

LOD

LOD

LOD

LODLODLOD

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

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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

A R

B E

D W

IR

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F E

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P O

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5' BAR

BED

W

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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

OADW

AY

DIRT PARKING AREA

PAVED RO

ADW

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'

P - Pa sseng er Ca r

P - Pa sseng er Ca r

P - Pa sseng er Ca r

P - Pa sseng er Ca r

P - Pa sseng er Ca r

P - Pa sseng er Ca r

P - Passenger Car P - Passenger Car

P - Passenger Car

P - Passenger Car

P - Passenger Car

P - Passenger Car

P - Passenger Car

P/T - Car and Camper Trailer

P - Pa sseng er Ca r

P - Passenger Car

P - Pa sseng er Ca r

01" = 20'-0"

CIVIL SITE PLAN - FEE STATION & WILDLIFE POND

10 20 40

CS100

C

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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DISTURBED AREAS WILL

BE STABILIZED WITH NEW

SEED MIX PER

LANDSCAPE PLANS

KEY PLAN

THIS SITE

REC SITE ROAD

SEE ROAD GRADING PLANS

11. INSTALL NEW FEE SITE SIGN PER ARCHITECTURAL

DETAIL 15, SHEET A-101. FOOTING , MIN. DEPTH 18"

BELOW FINISHED GRADE.

3 9

3. INSTALL NEW 4' WIDE CONCRETE SIDEWALK, MAX 2%

SLOPES PER ABA, SEE DETAIL 1, SHEET CS501.

4. INSTALL NEW 2" WATER LINE, SEE TRENCH DETAIL 3,

SHEET CS502.

25. TRIM OR REMOVE TREES AS REQUIRED PER

LANDSCAPE SPECIFICATION SECTION 329000.

26. INSTALL NEW RAIL FENCING, REFER TO LANDSCAPE

PLANS.

27. INSTALL PARKING GUARDS, REFER TO LANDSCAPE

PLANS.

INSTALL NEW ARCH PIPE

PER LANDSCAPE DETAIL

7 SHEET LP503

INV. IN (NE) 3370.15

INV. OUT (SW) 3370.00

SITE KEYNOTES

1. INSTALL NEW STABILIZED GRAVEL FOR PARKING LOT.

3. INSTALL NEW TRASH CAN PER ARCHITECTURAL DETAI

7, SHEET A-101. CONCRETE TRASH CAN BASE PER

DETAIL 7, SHEET CS502.

# SITE FURNISHINGS KEYNOTES

1. INSTALL NEW SHADE STRUCTURE WITH PICNIC TABLE

PER ARCHITECTURAL DETAIL 11 & 12, SHEET A-100.

FOOTING BY MANUFACTURER, MIN DEPTH 18" BELOW

GRADE.

2. INSTALL NEW ABA ACCESSIBLE GRILL PER

ARCHITECTURAL DETAIL 9, SHEET A-100. FOOTING BY

MANUFACTURER, MIN DEPTH 18" BELOW FINISHED

GRADE.

7. INSTALL NEW KIOSK PER LANDSCAPE DETAIL 8, SHEET

LP503. FOOTING MIN. 18" BELOW 6.5'x13' CONCRETE

SIDEWALK EXTENSION PER DETAIL 1, SHEET CS501.

8. INSTALL NEW FEE COLLECTION STATION, REFER TO

ARCHITECTURAL DETAIL 6, SHEET A-101. FOOTING,

MIN. DEPTH 18" BELOW FINISHED GRADE.

9. INSTALL NEW VAULT TOILET - SINGLE PER

ARCHITECTURAL DETAIL 2, SHEET A-101.

WATER PIPE TERMINATION

NEW WATER PIPE TERMINATION

AT SCOUR HOLE SEE DETAIL 1

THIS SHEET

REPLACE EXISTING PIPE

30. INSTALL NEW EARTHEN DRAINAGE SWALE, SEE DETAIL 1

SHEET CS202.

REFER TO ROAD

PLANS FOR SIGN

LOCATIONS

REFER TO ROAD

PLANS FOR SIGN

LOCATIONS

4' 2'

2'

4'

GROUTED RIPRAP

PER CLOSE UP ABOVE

MATCH EX CHANNEL FLOW LINE

6"

3"

2" WATER PIPE

4396 LF FROM WELL

GROUTED RIP RAP

PER CLOSE UP ABOVE

SCALE: NONE1 PIPE SCOUR HOLE

SINGLE LAYER

HAND-PLACED

ANGULAR ROCK

RIPRAP, D50=4"

6"

1'

19. INSTALL NEW VAN ACCESSIBLE HC PARKING SIGN &

POST , SEE DETAIL 2, SHEET CS501.

6" GROUT LAYER

CONSTRUCTION

STAGING AREA

FILL

FILL

HC PARKING MAX

2% SLOPES PER ABA

WATERLINE ROUTE TO

AVOID PROPOSED

FOOTINGS, SIGNAGE,

AND FENCE POSTS

SEE DETAIL 3,

CG501

NOT F

OR

CONSTR

UCTIO

N

PE

RM

IT R

EV

IEW

100 - YEAR FEMA

FLOODPLAIN ZONE

'A' PER FIRM

#04009C2100D

REPAIR WOOD

FENCING PER

LANDSCAPE PLANS,

TYP.

FFE=3376.00

5 EA

MISC

MISC

MISC

MISC

MISC

MISC

MISC

MISC

MISC

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W

W

W

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LO

D

LO

D

LO

D

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

433444

3435 3437

P/T - Car and Camper Trailer

01" = 20'-0"

CIVIL SITE PLAN - TUBS AREA

10 20 40

CS200

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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NEW 12 SOLAR PANEL

SHADE CANOPY OVER

PUMP HOUSE, MAINTAIN

VERTICAL CLEARANCE

ABOVE WELL, SEE DETAIL 1

SHEET CS504. REFER TO

PLUMBING PLANS FOR

WELL & PIPING

KEY PLAN

REC SITE ROAD

SEE ROAD GRADING PLANS

INSTALL SALVAGED SPEED

LIMIT SIGN "SLOW 10 MPH"

THIS SHEET

SITE KEYNOTES

1. INSTALL NEW STABILIZED GRAVEL FOR PARKING LOT.

7. INSTALL NEW KIOSK, REFER TO LANDSCAPE PLANS, SEE

DETAIL 8, SHEET LP503. FOOTING, MIN. DEPTH 18"

BELOW FINISHED GRADE

2. INSTALL NEW ABA ACCESSIBLE GRILL PER

ARCHITECTURAL DETAIL 9, SHEET A-100. FOOTING BY

MANUFACTURER, MIN DEPTH 18" BELOW FINISHED

GRADE.

3. INSTALL NEW TRASH CAN PER ARCHITECTURAL DETAIL

7, SHEET A-101. CONCRETE TRASH CAN BASE PER

DETAIL 7, SHEET CS502.

10. INSTALL NEW VAULT TOILET - DOUBLE, REFER TO

ARCHITECTURAL DETAIL 4, SHEET A-101.

13. NEW BENCH PER ARCHITECTURAL DETAIL 12, SHEET

A-101.

15. INSTALL NEW HOT TUB, REFER TO SPA PLANS.

16. INSTALL NEW SHADE STRUCTURE WITH PICNIC TABLE

PER ARCHITECTURAL DETAIL 11, SHEET A-100 AND

DETAIL 13, SHEET A-101. FOOTING BY MANUFACTURER,

MIN DEPTH 18" BELOW GRADE.

3. INSTALL NEW 4' WIDE CONCRETE SIDEWALK, MAX 2%

SLOPES PER ABA, SEE DETAIL 1, SHEET CS501.

4. INSTALL NEW 2" WATER LINE, SEE TRENCH DETAIL 3,

SHEET CS502.

17. INSTALL NEW CONCRETE PAD FOR HOT TUB.

18. INSTALL NEW CONCRETE PAD FOR HC PARKING, SEE

DETAIL 1, SHEET CS502.

19. INSTALL NEW VAN ACCESSIBLE HC PARKING SIGN &

POST , SEE DETAIL 2, SHEET CS501.

20. INSTALL NEW STEEL PLATE SCUPPER, SEE DETAIL 3,

SHEET CS501.

21. INSTALL NEW 6 SOLAR PANEL SHADE CANOPY AT TUBS

KIOSK, SEE DETAIL 5. SHEET CS501.

23. INSTALL NEW CONCRETE PAD FOR 16' X 16' RAMADA,

SEE DETAIL 1, SHEET CS502.

24. INSTALL CONCRETE JOINTS, SEE DETAIL 6, SHEET CS502.

25. TRIM OR REMOVE TREES AS REQUIRED PER

LANDSCAPE SPECIFICATION SECTION 329000.

26. INSTALL NEW RAIL FENCING, REFER TO LANDSCAPE

PLANS.

27. INSTALL PARKING GUARDS, REFER TO LANDSCAPE

PLANS.

28. INSTALL NEW ROCK LINED DRAINAGE SWALE, SEE

DETAIL 10 SHEET IP501.

29. BACKFILL EXISTING SWALE TO LIMITS OF PROPOSED

DRAINAGE.

30. INSTALL NEW EARTHEN DRAINAGE SWALE, SEE DETAIL 1

SHEET CS202.

31. INSTALL NEW JOINT ELECTRICAL/WATER TRENCH, SEE

DETAIL 2 SHEET CS504. DIP TRENCH 1' BELOW INVERT

OF DRAINAGE SWALE. NO CONDUIT JOINTS WITHIN 8'

OF SWALE CROSSING.

32. INSTALL COMBINATION AIR/VACUUM VALVE, SEE

DETAIL 3 SHEET CS504.

22.00'

.0

0'

SCALE: NONE1 EARTHEN DRAINAGE SWALE

6"

8" D

EP

TH

NATIVE SUBGRADE

3' TYP.

3:1 MAX 3:1 MAX

END

BEGIN

INSTALL EROSION CONTROL BLANKET AND

APPLY NATIVE SEED MIX, SEE SHEET LP503

.00

16.00' 16

# SITE FURNISHINGS KEYNOTES

SEE DETAIL 3,

CG501

SEE DETAIL 3,

CG501

STEEL SCUPPER

DIMENSIONS

NAME LENGTH

WIDTH OF

SCUPPER,

IN.

WIDTH OF

STEEL, IN.

SPA 4 FT 11 IN 8 12

ADA SPA 5 FT 10 IN 8 12

SIDEWALK 4 Ft 12 16

SEE TABLE LEFT FOR DIMENSIONS.

125°

9, 8 EA

8 EA

1 1

1 1

CS501

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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RV SOLAR SHADE CANOPY AT HOST SITE,

VIEW TO EAST6 NOT TO SCALE

CONCRETE PAD, REFER

TO DETAIL 1, SHEET CS502

SUBGRADE, SCARIFIED AND

RECOMPACTED TO 100% OF

MAX. DENSITY, ASTM D698

1'-3"

'-0

" C

LE

A R

(M

IN

SOLAR SHADE CANOPY AT TUBS KIOSK, VIEW TO EAST5 NOT TO SCALE

CONCRETE

SIDEWALK

12'x12' MIN

6-PANEL SOLAR SHADE

CANOPY BY MANUFACTURER

REFER TO SITE FURNISHINGS

NOTES 3, SHEET GI002

FOUR SUPPORT

COLUMNS AND

FOUNDATIONS BY

MANUFACTURER

4' CLEAR (MIN)

6' C

LE

A

R (M

IN

12 NEW SOLAR PANELS SEE ELECTRICAL

PLANS. PANELS TO BE INSTALLED AT 28.1

DEGREES FROM HORIZONTAL OR AS

APPROVED BY THE GOVERNMENT

6 NEW SOLAR PANELS SEE ELECTRICAL PLANS. PANELS

TO BE INSTALLED AT 28.1 DEGREES FROM HORIZONTAL

OR AS APPROVED BY THE GOVERNMENT

NEW 6'H x 8'W

INFORMATIONAL KIOSK

SEE LANDSCAPE PLANS

36'x18' SHADE CANOPY

AND SOLAR RACKING

BY MANUFACTURER

REFER TO SITE

FURNISHINGS NOTES 3,

SHEET GI002

FOUR SUPPORT

COLUMNS AND

FOUNDATIONS BY

MANUFACTURER

NEW CONCRETE SIDEWALK1 NOT TO SCALE

1/2" R. (TYP.)4" (TYP.)

1/2"

1/2" DEEP SCORED

CONTRACTION

JOINTS. 1/4" R. (TYP.)

TYP. AT SIDEWALK

MEDIUM BROOM

FINISH

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED AT CONNECTION TO

BUILDINGS, PADS, TUBS. EXPANSION JOINTS 60' MAX.

2. BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION

JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF

THE CONCRETE.

3. SCORED JOINTS SHALL BE 1/2" DEEP AND PLACED AT 5'

SPACING.

4. CONCRETE SHALL BE BROOM FINISH WITH A MEDIUM BRUSH

IN A TRANSVERSE DIRECTION TO PEDESTRIAN TRAVEL.

5. WELDED STEEL WIRE FABRIC FOR CONCRETE

REINFORCEMENT, 4 X 4 - W16 X W8, IN FLAT SHEETS 48 IN.

WIDE X 240 IN. LONG, IN SECURED LIFTS, TO ASTM A-185.

1.5%

MAX

PLAN VIEW

CONSTRUCTION SECTION

EXPANSION AND SCORED JOINT DETAIL

SEE PLANS

12"

4"

MIN.

BOARD FORMS,

TYP.

SCARIFY, MOISTEN AND COMPACT

NATIVE SOIL TO MEET REQUIREMENTS

OF ENGINEERED FILL, TOP 12" BELOW

CONCRETE. EXTEND BOARD FORMS

TO CONTAIN COMPACTED SOILS

7.

0'

TEXT AND BORDER ARE

GREEN ON WHITE

BACKGROUND

MUTCD #R7-8

NOTES:

1. ACCESSIBLE PARKING SIGNS SHALL CONFORM TO ALL FEDERAL ABA

ACCESSIBILITY STANDARDS

1.

0.

1.00'

NOTE:

REFER TO DETAIL 4,

THIS SHEET FOR SIGN

POST.

WHITE SYMBOL ON

BLUE BACKGROUND

TEXT AND BORDER ARE WHITE

ON BLUE BACKGROUND

MUTCD R7-8b

VAN ACCESSIBLE PARKING SIGN2 NOT TO SCALE

3 PLATE STEEL SCUPPER

1/8" = 1'-0"

SECTIONA

DETAIL

C

C

3/16"

L 2" X 2" X 1/4"

TYP. BOTH SIDES

1/8"

CLASS A PSI CONCRETE

4"

4"

4"

2" 1/ 2"

12"

10"

4"

EXPANSION

JOINT

2"

(MAXIMUM)

(NO. 13)

EXPANSION JOINT

(TYP. EACH END)

3/8" FLATHEAD STAINLESS

STEEL CAPSCREW

COUNTERSUNK (3 EACH SIDE)

#4 REBAR,

4" LONG 3 EACH

SIDE

SIGN POST DETAIL4 NOT TO SCALE

STEEL DIAMOND PLATE

W/SHOP-APPLIED POWDERCOAT

FINISH, LIGHT GRAY OR TAN PER

BLM APPROVAL 3000 PSI CONCRETE

EXPANSION JOINT W/

1/2" BITUMINOUS JOINT

FILLER

4" ABC

COMPACTED

SUBGRADE

4"

4" ABC

WWF MIN

2" CLEAR

WWF MIN

2" CLEAR 1" MAX REVEAL

4' CLEAR (MIN)

11°

EXPANSION

MATERIAL TYP. IN

CONCRETE AREAS.

7/16" HOLE DIAMETER

SPACED AT 1" C TO

C.1"

1"

12" SQUARE.

2 1/2"

4"

2' -2

/2

2' -8

/2

6"

8"

2' -8

2 1/4"x2 1/4"

2"x2"

1 3/4"x1 3/4"

FINISHED GRADE.

FINISH WITH

LANDSCAPE

MATERIAL.

8"Ø

8"

4"

2" 2 1/2"

MATERIALS:

1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 0.105 U.S.S. GAUGE ASTM A-366 COLD ROLLED CARBON STEEL. THE SQUARE TUBES SHALL BE WELDED DIRECTLY IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR EQUAL. THE POSTS SHALL BE EXTERNALLY SCARFED TO AGREE WITH STD. CORNER

RADII OF 5/32" TO 1/64".

2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO ASTM A-525. COATING DESIGNATION G-90.

3. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A.

4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM A-153 OR CADMIUM PLATED TO CONFORM

TO ASTM A-165.

5. ALL CONCRETE SHALL BE CLASS B.

NOTES:

1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4" STARTER SIGN

POST. STARTER SIGN POST SHALL BE REMOVED AFTER CONCRETE HAS SET

AND EXPOSED SQUARE TUBING WRAPPED AND SEALED WITH DUCT TAPE.

2. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE ROADWAY.

3. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" GALVANIZED.

18'

INSTALL GUTTER

FULL LENGTH OF

SOUTH EDGE;

ATTACH

DOWNSPOUT TO

WEST COLUMN

CS502

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SCALE: NONE4 BOLLARD

18"

2' -6

3"

3' -6

4"

4"

REFER TO PLAN FOR

LOCATION

4" DIA. SCH. 40

STEEL PIPE POST

BARRICADE

CONCRETE FILLED

BLACK AND YELLOW

STRIPES 4" WIDE

1"

5"

9"

6"

COMPACTED SUBGRADE

NEW

SLAB

PCC

PAVEMENT

1:1

MEET GRADE AT

STABILIZED DRIVEWAY

4" M

IN

6"

COMPACTED SUBGRADE

NEW

SLAB

1:1

4" M

A

X.R 1" TYP

R 1" TYP

5" PCC

PAVEMENT

CONCRETE SHALL BE

MINIMUM 3000 PSI

9"

PER PLAN

6"

1:1

2"

R 1" TYP

5"

3/4"

4"

PCC

PVMNT

5"

6" 6"

EXP. JOINTS AT MID SLAB

8"

3/8"

4"

PCC

PAVEMENT

5"

8' MAX.

SEE NOTE 3

CONTRACTION JOINT

COMPACTED SUBGRADE

SEE NOTE 1

NEW PCC

PAVEMENTNEW PCC

PAVEMENT

COMPACTED

SUBGRADE

SEE NOTE 1

THICKENED EDGE,

DETAIL RIGHT

NEW PCC

PAVEMENT

1/2" SLIP DOWELS, @ 12"

O.C., 16" LONG

3/4" EXPANSION

JOINT MATERIAL

BACKER ROD

ABC

BASE

ABC

BASE

COMPACTED

ABC SEE

NOTE 2 1:1

COMPACTED

ABC SEE NOTE 2

1. OVER EXCAVATE 12" PER SPECIFICATIONS AND SCARIFY TOP 6" OF SUBGRADE AND

RECOMPACT TO A MINIMUM OF 98% MAXIMUM DENSITY PER ASTM D698.

2. COMPACT 4" AGGREGATE BASE COURSE TO A MINIMUM OF 98% MAXIMUM DENSITY

PER ASTM D698.

3. CONTRACTION JOINT SHALL BE TOOLED OR SAWCUT A MINIMUM DEPTH OF 1/4 THE

SLAB THICKNESS PLUS 1/2 INCH.

4. JOINT SPACING SHALL NOT EXCEED 8 FEET.

NOTES:

#4

REBAR

2" M

IN

2" M

IN

#4

REBAR

#4

REBAR

CONTRACTION JOINT,

REFER TO DETAIL 6, THIS

SHEET

1. PIPE BOLLARDS SHALL BE PAINTED WITH ONE PRIME COAT

OF RED OXIDE. APPLY ONE FINISH COAT OF BLACK

ENAMEL AND STRIPES CONSISTING OF 4" BANDS OF

YELLOW REFLECTORIZED TAPE.

NOTES:

REBAR SHALL BE NO. 4 ,

CENTERED IN SLAB, 18" ON

CENTER.

2"

4" ABC COMPACTED

TO 98% MAX DENSITY

ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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OVER EXCAVATE 12"

PER SPECIFICATIONS

SCALE: NONE2 CONCRETE THICKENED EDGE

SCALE: NONE6 CONCRETE JOINTS

GAS TRENCH DETAIL5 NOT TO SCALE

GENERAL NOTES:

1. COMPACTION OF SAND BEDDING SHALL BE A MINIMUM OF 90% (ASTM D698),

COMPACTION OF BACKFILL MATERIALS SHALL BE A MINIMUM OF 95% (ASTM D698)

UNLESS OTHERWISE NOTED IN SPECIFICATIONS OR ON THE DRAWINGS.

2. BEDDING MATERIAL SHALL BE SAND, FREE OF ANGULAR ROCKS OR PARTICLES WITH

100% PASSING THE #4 SIEVE. REFER TO SPECIFICATIONS.

TOP OF PIPE

" M

IN

6" 6"

2"

UTILITY MARKING TAPE: INSTALL 6"

WIDE CONTINUOUS TAPE ABOVE

PIPE. TAPE SHALL BE AT A MINIMUM

OF 12" AND A MAXIMUM OF 18"

BELOW GRADE.

CONCRETE THICKENED

EDGE REFER TO DETAIL

2, THIS SHEET

CONCRETE TRASH CAN BASE7 NOT TO SCALE

30"

4"

" M

IN

8" DIA MIN

AUGER SONOTUBE

15" X 15" L-SHAPED #4 REBAR

MIN 2" COVER

EXISTING GRADE

WATER TRENCH DETAIL3 NOT TO SCALE

GENERAL NOTES:

1. COMPACTION OF SAND BEDDING SHALL BE A MINIMUM OF 90% (ASTM D698),

COMPACTION OF BACKFILL MATERIALS SHALL BE A MINIMUM OF 95% (ASTM D698)

UNLESS OTHERWISE NOTED IN SPECIFICATIONS OR ON THE DRAWINGS.

2. BEDDING MATERIAL SHALL BE SAND, FREE OF ANGULAR ROCKS OR PARTICLES WITH

100% PASSING THE #4 SIEVE. REFER TO SPECIFICATIONS.

TOP OF PIPE

" M

IN

6"

UTILITY MARKING TAPE: INSTALL 6"

WIDE CONTINUOUS TAPE ABOVE

PIPE. TAPE SHALL BE AT A MINIMUM

OF 12" BELOW GRADE.

3"

MIN.

O.D.

3"

MIN. O.D.

PLUS 6"

MIN.

GREY JOINT SEALANT PER ADOT

SPECIFICATION SECTION 1011-8

4" ABC COMPACTED

TO 98% MAX DENSITY

#4 REBAR

CONCRETE ANCHOR,

3000 PSI

FINISHED GRADE

#4 GRADE 60 REBAR CAGE

AROUND BOLLARD, 3" MIN

CLEAR ALL SIDES

TOP OF FINISHED GRADE

CLEAN MINUS 2" NATIVE

MATERIAL COMPACTED TO A

MIN. OF 95% OF THE MAX.

DENSITY AS DETERMINED BY

ASTM D698.

NEW 1-1/4" PROPANE GAS SERVICE

LINE

COMPACTED SAND BEDDING

MATERIAL. (SEE NOTES)

TOP OF FINISHED GRADE

CLEAN MINUS 2" NATIVE

MATERIAL COMPACTED TO A

MIN. OF 95% OF THE MAX.

DENSITY AS DETERMINED BY

ASTM D698.

COMPACTED SAND BEDDING

MATERIAL. (SEE NOTES)

NEW WATER SERVICE LINE

#4 REBAR RING

CONCRETE

3000 PSI

CS504

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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SOLAR SHADE CANOPY AT WELL PUMP HOUSE

VIEW TO EAST1 NOT TO SCALE

EXISTING CONCRETE

FOUNDATION TO REMAIN

SUBGRADE, SCARIFIED AND

RECOMPACTED TO 100% OF

MAX. DENSITY, ASTM D698

'-0

" C

LE

A R

(M

IN

12 NEW SOLAR PANELS SEE ELECTRICAL

PLANS. PANELS TO BE INSTALLED AT 28.1

DEGREES FROM HORIZONTAL OR AS

APPROVED BY THE GOVERNMENT

24'x16' MIN 12 PANEL SOLAR

SHADE CANOPY BY

MANUFACTURER

REFER TO SITE FURNISHINGS

NOTES 3, SHEET GI002

FOUR SUPPORT

COLUMNS AND

FOUNDATIONS BY

MANUFACTURER

EXISTING PUMP HOUSE STRUCTURE

PROTECT IN PLACE

3' MIN

14'

CONTRACTOR TO FIELD VERIFY

LOCATIONS OF NEW FOUNDATIONS

ARE CLEAR OF CONFLICTS WITH

EXISTING STRUCTURE AND WATER

LINES.

JOINT TRENCH DETAIL2 NOT TO SCALE

GENERAL NOTES:

1. COMPACTION OF SAND BEDDING SHALL BE A MINIMUM OF 90% (ASTM D698),

COMPACTION OF BACKFILL MATERIALS SHALL BE A MINIMUM OF 95% (ASTM D698)

UNLESS OTHERWISE NOTED IN SPECIFICATIONS OR ON THE DRAWINGS.

2. BEDDING MATERIAL SHALL BE SAND, FREE OF ANGULAR ROCKS OR PARTICLES WITH

100% PASSING THE #4 SIEVE. REFER TO SPECIFICATIONS.

6" 3"

MIN.

O.D.3"

MIN.

O.D.

6"

JOINT TRENCH

2'

1" ELECTRICAL CONDUIT

MIN 2' SWEEPS AT BENDS

NEW WATER SERVICE

COMBINATION AIR VALVE (AVC)

3 NOT TO SCALE

" M

IN

4" M

IN

FINISH GRADE IN CONCRETE PAD

PLASTIC RECTANGULAR VALVE BOX WITH BOLT

DOWN COVER; USE STAINLESS BOLT, NUT, AND

WASHER; BOX TO BE PLACED AT RIGHT ANGLE TO

HARDSCAPE EDGE; HEAT BRAND "AVC" ONTO LID.

2 - 90 DEGREE BENDS WITH WIRE

MESH SCREEN AT END OPENING

1" COMBINATION AIR/VACUUM

VALVE APCO AVC VALVE

MODEL 143C

PVC BALL VALVE OR BRONZE

BALL HANDLE

AGGREGATE SUMP, 3/8" PEA

GRAVEL, FILL BOTTOM OF

VALVE BOX

(4) BRICK SUPPORTS 8" X 2" X 4"

COMPACTED SUBGRADE TO A

MINIMUM OF 98% MAXIMUM

DENSITY PER ASTM D698.

1" RISER

HDPE TEE

2" WATER LINE

3' MIN

LP501

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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CLIENT NO.: <88888888>

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871 COPYRIGHT 2025 GLHN ARCHITECTS & ENGINEERS, INC.65432

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Tucson, Arizona 85704 Telephone: (520) 297-9540 Fax: (520) 297-9545

McGann & Associates Landscape Architects and Planners 6814 North Oracle Road, Suite 210

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

BU

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87654321

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871 COPYRIGHT 2025 GLHN ARCHITECTS & ENGINEERS, INC.

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A. THIS DRAWING IS DIAGRAMMATIC IN NATURE AND IS NOT

INTENDED TO BE USED AS A SHOP DRAWING FOR INSTALLATION

WITHOUT COORDINATING WITH OTHER TRADES INVOLVED IN THE

CONSTRUCTION OF THIS STRUCTURE.

B. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED TO COMPLETE

THE WORK. REFER TO SPA PLANS FOR REQUIRED SPA PERMITS.

C. COORDINATE WITH THE CIVIL PLANS FOR WATER SUPPLY TO THE

HOT TUBS AND POND.

D. COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR

ELECTRICAL SERVICE AND VOLTAGE REQUIREMENTS TO ALL

EQUIPMENT THAT REQUIRES ELECTRICAL POWER BEFORE

ORDERING SUCH EQUIPMENT. ANY EQUIPMENT ORDERED AND

DELIVERED TO THE JOB SITE WITHOUT CONFIRMATION OF THE

ELECTRICAL SERVICE AVAILABLE WILL BE THE RESPONSIBILITY OF

THE PLUMBING CONTRACTOR.

GENERAL NOTES

P001

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LDC

LDC

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APPLICABLE CODES AND STANDARDS

· 2021 IBC (INTERNATIONAL BUILDING CODE)

· 2021 IFGG (INTERNATIONAL FUEL GAS CODE)

· 2021 IPC (INTERNATIONAL PLUMBING CODE)

· NFPA 70 - NATIONAL ELECTRICAL CODE (2020 EDITION)

A

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/0

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E

E

E

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AREA OF WORK

5 7

AREA OF WORK

SCALE:1 SITE ELECTRICAL PLAN TUBS AND RIPARIAN AREA

1" = 10'-0" 0 5 10 20

A. CONDUIT ROUTE SHOWN FOR ILLUSTRATION PURPOSES ONLY.

CONTRACTOR TO VERIFY ROUTE WITH OTHER DISCIPLINES PRIOR

TO ROUGH-IN.

B. ALL EXTERIOR MOUNTED LIGHTING IS PROVIDED WITH

PHOTOCELL FOR DUSK TO DAWN OPERATION.

C. THE OWNER SHALL BE OFFERED FIRST SALVAGE RIGHTS OF ALL

ELECTRICAL COMPONENTS DEMOLISHED NOT SCHEDULED FOR

REINSTALLATION. IF OWNER DECLINES SALVAGE RIGHTS,

CONTRACTOR SHALL REMOVE ITEMS FROM THE SITE AND

PROPERLY DISPOSE OF THE ITEMS. THE PROPER DISPOSAL SHALL

BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR AND

RESPECTIVE DISPOSAL FEES SHALL BE INCLUDED WITHIN

CONTRACTORS BID.

D. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH THE

2020 EDITION OF THE NEC.

1. PROVIDE FUSED DISCONNECT FOR SOLAR SHUTDOWN.

2. PROVIDE FOR NEW 3HP REPLACEMENT PUMP FOR WELL. REFER

TO PLUMBING SHEETS FOR NEW PUMP DEPTH. REFER TO SINGLE

LINE FOR MORE INFORMATION.

3. PROVIDE NEW SOLAR ARRAY. SEE CIVIL PLANS. REFER TO SINGLE

LINE FOR TOTAL NUMBER OF PANELS. EXISTING SOLAR EQUIPMENT

SALVAGE TO BE OFFERED TO OWNER.

4. PROVIDE SOLAR PUMP CONTROLLER EQUAL TO RPS40PRO SERIES.

5. PROVIDE LOCKABLE WATER PROOF HEAVY DUTY RECEPTACLE.

6. PROVIDE NEW SOLAR PANEL SYSTEM MOUNTED TO NEW SOLAR

CANOPY. REFER TO SINGLE LINE FOR ADDITIONAL INFORMATION.

7. ROUTE CONDUIT FROM RECEPTACLE TO INSIDE STRUCTURAL

COLUMN. COORDINATE WITH CANOPY MANUFACTURER PRIOR

TO ROUGH-IN. TRANSITION TO MC AT POLE HANDHOLE, AND

CONTINUE MC TO PVC WHEN UNDERGROUND.

8. RUN TWO 1″ CONDUITS, ONE FEEDING DC POWER TO THE

INVERTER AND THE OTHER RETURNING AC POWER TO THE

RECEPTACLE.

9. INVERTER MOUNTED ON METAL CHANNEL. REFER TO SINGLE LINE

FOR MORE INFORMATION.

10. NOT USED.

11. COMBINER BOX MOUNTED ON METAL CHANNEL. REFER TO

SINGLE LINE FOR MORE INFORMATION.

12. GROUND SUPPORTED BATTERY RACK FOR BATTERY STORAGE.

MINIMUM WEIGHT CAPACITY OF 400 POUNDS.

KEYNOTES

GENERAL NOTES

ES102

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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871 COPYRIGHT 2025 GLHN ARCHITECTS & ENGINEERS, INC.

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G N G

12KW PROPANE

GENERATOR,

120/240VAC, 1Ø

100A/2P

20A/2P

#4G #4G

5/8"x8'

GROUND

ROD

5/8"x8'

GROUND

ROD

J J

CH-7 CH-9

#10G ARRAY GROUND TO

MOUNTING STRUCTURE

20A/2P

2 #2 WITH #6G

IN 1-1/4"C

INVERTER

CHARGE

CONTROLLER

20A/2P

20A/2P

MSE PERC-395 MODULE (3 IN SERIES) TYP OF 4

CHARGE

CONTROLLER

INVERTER

SUPPORT STRUCTURE

G

G

G

G

G

G

G

INPUT #2

INPUT #3

INPUT #4

INPUT #1

2 #12 WITH #12G

MSE PERC-395 MODULE (3 IN SERIES)

2 #10 WITH #12G IN 3/4"C

L1 L2

N G

PANEL

CH

#2 WITH #6G IN 1"C

2 #2/0 WITH #6G IN 1-1/4"C

#2 WITH #6G IN 1"C

#2 WITH #6G

IN 1"C

#2 WITH #6G

IN 1"C

2 #2 WITH #6G IN 1-1/4"C

MSE PERC-395 MODULE (3 IN SERIES)

MSE PERC-395 MODULE (3 IN SERIES)

#2 WITH #6G

IN 1"C

DC

30A

DC

30A

DC

80A

DC

80A

DC

175A

DC

175A

SCALE:2 ELECTRICAL DIAGRAM - HOST SITE

NONE

A. ALL PANELS SHALL BE LABELED PER DETAIL 2/E-701.

B. CONCRETE ENCASED ELECTRODE (UFER) SHALL BE INSTALLED

PER NEC 250.20 & 250.52(A)(3).

C. PROVIDE LABELING FOR EACH INDIVIDUAL SERVICE ENTRANCE

("SES") PER NEC 230.2(E)

D. ELECTRICAL CONTRACTORS SHALL PROVIDE LABELING OF THE

AVAILABLE FAULT CURRENT FOR EACH PANEL AS NOTED, PER

NEC 110.24.

E. ELECTRICAL CONTRACTOR SHALL SEAL ALL ELECTRICAL

PENETRATIONS IN ACCORDANCE WITH NEC 300.5(G) & 225.27.

F. ALL TRENCHING BACKFILL AND COMPACTION REQUIRED FOR

ELECTRICAL INSTALLATION TO BE BY THE ELECTRICAL

CONTRACTOR.

G. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH THE

2020 EDITION OF THE NEC.

KEYNOTES

GENERAL NOTES

E-601

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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871 COPYRIGHT 2025 GLHN ARCHITECTS & ENGINEERS, INC.

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1. PROVIDE GROUNDING PER NEC EXOTHERMIC WELD TYP.

2. PROVIDE PANELS WIRED TOGETHER IN SERIES WORKING IN

PARALLEL.

3. PROVIDE BONDING AT PAD PER MANUFACTURER'S

REQUIREMENTS.

4. NOT USED.

5. PROVIDE DC CIRCUIT BREAKER EQUAL TO MNDC-175 PLUS DC

BREAKER BOX. FUSE PER MANUFACTURE REQUIREMENTS.

6. CIRCUIT JACKET WATER HEATER AS INDICATED.

7. CIRCUIT GENERATOR BATTERY CHARGER AS INDICATED.

8. MINIMUM 20.0 KWH LITHIUM ION BATTERY BANK EQUAL TO

LINIOTECH 20 KWH LIFEPO4 POWER RESERVE BATTERY STORAGE

POWER WITH INTEGRAL MONITORING VIA BUILT-IN DISPLAY.

MINIMUM OPERATING TEMP: BATTERY CHARGING 0-45 DEG. C,

BATTERY DISCHARGING 0-60 DEG. C. BATTERY BANK SHALL HAVE

INTEGRAL MONITORING SYSTEM AND CHARGE CONTROLLER.

MOUNTED ON METAL CHANNEL PER DETAIL ON SHEET E-701

DETAIL 4.

9. CHARGE CONTROLLER EQUAL TO MIDNITE SOLAR MPPT

250/70-TR VE CAN.

10. INVERTER WITH AUTO TRANSFER SWITCH EQUAL TO VICTRON 48V

DC 5000VA MULTI PLUS INVERTER.

11. PROVIDE 12 CIRCUIT COMBINER 250V, 1PH, 3W FUNCTIONAL

WITHOUT INTERNET CONNECTION REQUIREMENTS. MIDNITE

SOLAR MNPV-12 MOUNTED TO SOLAR SUPPORT STRUCTURE.

12. PROVIDE 100A, 120/250V, 2P NEMA 3R LOCKABLE DISCONNECT

FOR EXTERIOR SHUTDOWN OF SOLAR.

13. 100A/ 2P, 250V MTS RATED SUITABLE FOR USE AS SERVICE

ENTRANCE.

#10G ARRAY GROUND TO

MOUNTING STRUCTURE

20A/2P

20A/2P

MSE PERC-395 MODULE (6 IN SERIES) TYP OF 3

PUMP

CONTROLLER

PUMP HOUSE SUPPORT STRUCTURE

G

G

G

G

G

INPUT #2

INPUT #1

2 #12 WITH #12G

MSE PERC-395 MODULE (6 IN SERIES)

G

G

3 HP

AC TUB

PUMP

#4G

5/8"x8'

GROUND

ROD

5/8"x8'

GROUND

ROD

2 #10 WITH

#10G IN 3/4"C

MSE PERC-395 MODULE (6 IN SERIES)

RECEPTACLE

G

CANOPY AT TUBS KIOSK SUPPORT STRUCTURE

2 #8 WITH #10G 1"C

2 #6 WITH #10G

IN 1"C

#10G ARRAY

GROUND TO

MOUNTING

STRUCTURE

#4G

5/8"x8'

GROUND

ROD

5/8"x8'

GROUND

ROD

#10G ARRAY GROUND TO

MOUNTING STRUCTURE

SCALE:1 ELECTRICAL SINGLE-LINE DIAGRAM

NONE

A. ALL PANELS SHALL BE LABELED PER DETAIL 2/E-701.

B. CONCRETE ENCASED ELECTRODE (UFER) SHALL BE INSTALLED

PER NEC 250.20 & 250.52(A)(3).

C. PROVIDE LABELING AT SERVICE ENTRANCE ("SES") PER NEC

230.2(E)

D. ELECTRICAL CONTRACTORS SHALL PROVIDE LABELING OF THE

AVAILABLE FAULT CURRENT FOR EACH PANEL AS NOTED, PER

NEC 110.24.

E. ELECTRICAL CONTRACTOR SHALL SEAL ALL ELECTRICAL

PENETRATIONS IN ACCORDANCE WITH NEC 300.5(G) & 225.27.

F. ALL TRENCHING BACKFILL AND COMPACTION REQUIRED FOR

ELECTRICAL INSTALLATION TO BE BY THE ELECTRICAL

CONTRACTOR.

G. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH THE

2020 EDITION OF THE NEC.

KEYNOTES

GENERAL NOTES

E-602

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ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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871 COPYRIGHT 2025 GLHN ARCHITECTS & ENGINEERS, INC.

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1. PROVIDE GROUNDING PER NEC EXOTHERMIC WELD TYP.

2. NOT USED.

3. THE INVERTER SHALL BE MOUNTED ON A METAL CHANNEL, AND

THE BATTERIES SHALL BE INSTALLED ON A RACK WITH A MINIMUM

WEIGHT CAPACITY OF 400 POUNDS BOLTED TO THE FLOOR

WITHIN THE PUMP HOUSE.

4. INVERTER SUNGOLDPOWER SPH6548P 6.5KW OFF-GRID WITH (4)

12V RUN IN SERIES (48V TOTAL) 107AH BATTERY EQUAL TO

TROJAN SOLAR SAES 12 105.

5. SOLAR MOUNTED TO NEW SOLAR CANOPY ABOVE THE EXISTING

PUMP HOUSE SEE SHEET CS504 DETAIL 1.

6. PROVIDE RPS PRO SERIES PUMPS CONTROLLER RPS40PRO MPPT

VARIABLE CONTROL.

7. PROVIDE LOCKABLE WATER PROOF HEAVY DUTY COVER FOR

5-20R GFCI RECEPTACLE.

8. PROVIDE AND INSTALL MIDNITE SOLAR MNPV-12, 3-CIRCUIT

OUTPUT COMBINER, 250V, 1PH, 3W. UNIT SHALL BE FUNCTIONAL

WITHOUT INTERNET CONNECTION. MOUNT ON METAL CHANNEL

IN INTERIOR OF THE PUMP HOUSE.

9. PROVIDE PANELS WIRED TOGETHER IN SERIES WORKING IN

PARALLEL

10. PROVIDE 60A, 250V AC, NEMA 3R LOCKABLE DISCONNECT

FUSED FOR EXTERIOR SHUTDOWN OF SOLAR AND OVER CURRENT

PROTECTION FOR PUMP RATED SUITABLE FOR USE AS SERVICE

ENTRANCE EQUIPMENT. FUSE SIZE PER MANUFACTURER

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PANEL 'X'

FED FROM PANEL

'XXX'

XXXV/XXXV, 3⌀, 4W

NORMAL BRANCH

LABELS TO BE PROVIDED

A. PHENOLIC TAG INDICATING PANEL NAME, SOURCE PANEL,

VOLTAGE/ PHASE, AND ELECTRICAL BRANCH OF THE ELECTRICAL

SYSTEM.

B. PHENOLIC TAG INDICATING THE AVAILABLE FAULT CURRENT AT

PANEL, EQUIPMENT BRACING RATING, AND DATE SHORT CIRCUIT

CALCULATION PERFORMED.

C. PHENOLIC TAG OR STICKER PROVIDING ARC FLASH HAZARD

INFORMATION, INCLUDING FLASH HAZARD BOUNDARY, INCIDENT

ENERGY AT INDICATED DISTANCE, PPE CATEGORY PER NFPA 70E,

VOLTAGE OF PANEL TO INDICATE SHOCK HAZARD, AND LIMIT,

RESTRICTED, AND PROHIBITED APPROACH DISTANCES PER NFPA

70E.

NOTES

A. ARC FLASH HAZARD INFORMATION AND FAULT CURRENT VALUES

SHALL BE DETERMINED BY MANUFACTURERS ARC FLASH STUDY,

SHORT CIRCUIT ANALYSIS, AND COORDINATION STUDY.

B. ARC FLASH STUDY DETERMINES THAT THE INCIDENT ENERGY AT THE

EQUIPMENT IS >40 CAL/CM2, THE ARC FLASH STICKER OR

PHENOLIC TAG SHALL BE PROVIDED WITH A RED BACKGROUND

AND HAVE THE WORD "DANGER" INCLUDED IN THE TAG.

C. REFER TO SPECIFICATIONS FOR BACKGROUND AND TEXT

COLORS, FONT SIZE, AND ANY ADDITIONAL INFORMATION.

D. DISTRIBUTION EQUIPMENT SHALL BE LABELED IN ACCORDANCE

WITH 2017 NEC SECTIONS 110.16 AND 110.24.

REFER TO ARC-FLASH WARNING LABEL PER DETAIL THIS SHEET.

ARC-FLASH WARNING LABEL BASED ON ARC FLASH STUDY OF

EXISTING PANEL. REFER TO SHEET SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

SCALE:2 DETAIL - PANEL LABELING

NOT TO SCALE

REMOVABLE LOWER

ACCESS PANEL

REMOVABLE UPPER

ACCESS PANEL

NEMA 5-20R GFCI OUTLET

CIRCUIT BREAKERS

NEMA 5-30R

NEMA 14-50R

FIXED PEDESTAL LID

ROTATING COVER

UPPER ACCESS PANEL

LOWER ACCESS PANEL

REMOVABLE

ACCESS PANEL

LOCKABLE ROTATING

BREAKER COVER

LOCKABLE REMOVABLE

ACCESS PANEL

FRONT VIEW

UN-METERED

RV-PEDESTAL

RIGHT PROFILE VIEW

UN-METERED

RV-PEDESTAL

FRONT VIEW

UN-METERED

RV-PEDESTAL

SCALE:1 RV PEDESTAL ELEVATIONS

NOT TO SCALE

HIGH

QUALITY

UV

STABILIZED/

RESISTANT

VINYL

LABEL

3' - 4" Flash Hazard Boundary

4.9 cal/cm2 Flash Hazard at 18 inches #2 PPE Level Cotton underwear plus FR shirt and FR pants

0.48 kV Shock Hazard when cover is removed 3' - 6" Limited Approach 1' - 0" Restricted Approach - Class 00 Voltage Gloves 0' - 1" Prohibited Approach - Class 00 Voltage Gloves

Equipment Name SESM

IEEE 1584 Hazards; Project PT46130001 1310-1825-01 Applicable Safety Procedure Siemens File: XXXXXXX - Date: Date of Report

Arc Flash and Shock Hazard Appropriate PPE Required

WARNING

BLACK

OSHA

ORANGE

5"

4"

BLACK

LETTERING, TYP

SCALE:3 DETAIL - ARC FLASH LABEL

NOT TO SCALE

ALL RIGHTS RESERVED

PROJECT NO.: 20049.06

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE:

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UNISTRUT POST BASE

#P2072 OR APPROVED

EQUAL. PROVIDE PROPER

MOUNTING HARDWARE

FOR METAL CHANNEL.

(TYPICAL OF 2).

LIQUIDTIGHT FLEX ROUTED

BEHIND FRAME TO

EQUIPMENT. SECURE AS

REQUIRED.

BATTERY BANK. REFER TO

PLANS. SECURE AS REQUIRED.

MOUNT MULTIPLE DEVICES AS

REQUIRED.

METAL CHANNEL SUPPORT,

UNISTRUT #P1001 OR

APPROVED EQUAL (TYPICAL

SCALE:4 MOUNTING DETAIL

NOT TO SCALESCALE:5 GROUNDING AND BOUNDING DETAIL

NOT TO SCALE

DISCONNECT

NEUTRAL BUS

GN

6'-0" MIN

(2)3/4"x8' COPPER CLAD

STEEL RODS. EXOTHERMIC

WELD TYP. UON

WIREWAY

NEUTRAL BUS

TO PANEL

BOND

TO EQUIPMENT HOUSING

BOND TO

EQUIPMENT HOUSING

AND SUPPORT STRUCTURES

WIREWAY

ENCLOSURE

DISCONNECT

ENCLOSURE

DISCONNECT

ENCLOSURE