Attachment E Nehalem Bay Site Improvement Plans.pdf

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NEHALEM BAY STATE PARK

OREGON PARKS AND RECREATION DEPARTMENT

T3N R10W NW 1/4 SECTION 32, WM

TAX LOT:200

34600 GAREY STREET

NEHALEM, OREGON 97131

SITE MAP

SCALE IN FEET

40' 80'

W

35 197

3951926

39531

I-5

I-5

I-5

PORTLAND

THE

DALLES

MADRAS

SALEM

NEWPORT

GRANTS

PASS

PENDLETON

BURNS

ASTORIA

BEND

REDMOND

PROJECT

C A

L L

B E F OR E Y OU

D I G

VICINITY MAP 1

C1.0N.T.S

LEGEND (EXISTING)

ABBREVIATIONS

EG = EXISTING GRADE

ELEV = ELEVATION

EX = EXISTING

FF= FINISHED FLOOR

FG = FINISH GRADE

MAX = MAXIMUM

MH = MANHOLE

MIN = MINIMUM

OPRD = OREGON PARKS AND RECREATION DEPARTMENT

PC = POINT OF CURVATURE

PT = POINT OF TANGENCY

SS = SANITARY SEWER

CO

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LOCATION

Sheet List Table Sheet NumberSheet Title

C1.0 COVER SHEET

C1.1 GENERAL NOTES

C2.0 EXISTING CONDITIONS PLAN

C2.1 DEMOLITION & EROSION CONTROL PLAN

C2.2 OVERALL SITE AND UTILITY PLAN

C3.0 CABIN GRADING PLAN

C3.1 DRIVEWAY PLAN AND PROFILE

C4.0 CABIN UTILITY PLAN

C4.1 SEWER PLAN AND PROFILE

C5.0 CIVIL DETAILS

C5.1 CIVIL DETAILS

C5.2 ELECTRICAL KIOSK DETAILS

C5.3 ELECTRICAL KIOSK DETAILS

C5.4 PRV DETAIL

E1.0 ELECTRICAL LEGEND AND ABBREVIATIONS

E2.0 ELECTRICAL ONE-LINE DIAGRAM AND SCHEDULES

E3.0 ELECTRICAL DETAILS

L1.0 LANDSCAPE PLAN AND DETAILS

S1.0 STAFF CABIN FOUNDATION PLAN

S1.1 STAFF CABIN FOUNDATION PLAN

SITE IMPROVEMENT PROJECT

SIGN

CONIFER TREE

SEWER CLEAN OUT

MANHOLE SEWER

POWER JUNCTION BOX

POWER METER

TELEPHONE RISER

GATE POST

IRRIGATION VALVE

WATER WELL

WATER VALVE

POWER GUY ANCHOR

POWER POLE

POWER POLE WITH DROP LINE

POWER POLE WITH DROP LINE, TRANSFORMER

POWER POLE WITH TRANSFORMER

STEEL POST

WOOD POST

SEWER LOCATES

OVERHEAD POWER LINE

POWER LOCATES

WATER LOCATES

CO

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FIRE HYDRANT

VEGETATION EDGE

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OWNER: OREGON PARKS & RECREATION DEPARTMENT

PARK MANAGER

BEN COX

ben.cox@oprd.oregon.gov (503)791-7969

PROJECT MANAGER

TRACY JOHNSON, PLA

tracy.johnson@oprd.oregon.gov (971)283-6805

CIVIL ENGINEER: PARAMETRIX

RYAN RUDNICK, PE

rrudnick@parametrix.com (541)508-7785

GEOTECHNICAL ENGINEER: GRI

KEITH MARTIN, PE, GE

KMartin@GRI.com (503)597-7619

SPINDRIFT LN

OCEAN CREST LN

PROJECT CONTACTS

STAFF HOUSING

STRUCTURAL ENGINEER : VLMK

JUSTIN JAMES ELLIOT, PE

Justin@vlmk.com (971)254-82799

MULTICORELINK:BO4011016_E2.0-E2.0

MULTICORELINK:BO4011016_E2.0-E2.0

MULTICORELINK:BO4011016_E2.0-E2.0

MULTICORELINK:BO4011016_E2.0-E2.0

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1. EXISTING UTILITIES ARE IN APPROXIMATE LOCATION. OTHER UTILITIES MAY EXIST.

CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR TO

REPAIR ANY DAMAGE TO UTILITIES CAUSED BY ITS ACTIVITIES AT NO ADDITIONAL COST

TO OWNER. SEWER AND WATER LINES ARE NON-METALLIC AND HAVE NO TONER

WIRES.

2. CONSTRUCTION SCHEDULE: CONSTRUCTION HOURS ARE LIMITED TO 7 A.M. UNTIL 5

P.M. MONDAY THROUGH FRIDAY. NO WORK SHALL OCCUR ON WEEKENDS OR

HOLIDAYS. MINOR ADJUSTMENTS TO THIS SCHEDULE MAY BE ALLOWED FOR MINOR

WORK AT THE DISCRETION OF THE PARK MANAGER. APPROVAL IN WRITING FROM THE

PARK MANAGER WILL BE REQUIRED FOR ANY DEVIATION TO THE SCHEDULE ABOVE.

3. CONTRACTOR SHALL COORDINATE WITH PROJECT MANAGER ON METHODS FOR

EXCAVATION AND UTILITY INSTALLATIONS ACCORDING TO INADVERTENT DISCOVERY

PLAN INCLUDED IN PROJECT SPECIFICATIONS.

4. CONTRACTOR SHALL CLEAR AND GRUB ALL NEW CONSTRUCTION AREAS BY

REMOVING AND DISPOSING OF TREES AND PLANTS AND REMOVING SOIL WITH

ORGANIC MATERIAL, AS REQUIRED AND APPROVED BY THE PROJECT MANAGER.

STOCKPILE APPROVED SOIL IN A LOCATION APPROVED BY THE PARK MANAGER AND

RE-USE THIS SOIL TO COVER DISTURBED AREAS, AS SHOWN ON PLANS. NO OTHER

DUMPSITE IS AVAILABLE OR PROVIDED BY THE OWNER FOR ANY OTHER TYPE OF

MATERIAL.

5. CONTRACTOR SHALL RESEED ALL DISTURBED AREAS WITH AN APPROVED SEED MIX

AND BRING ALL EXCAVATIONS AND DAMAGED AREAS TO A SMOOTH LEVEL SURFACE

PRIOR TO SEEDING.

6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS AND

METHODS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SAFETY AND

SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS AND UNTIL CONTRACT

COMPLETION.

8. LOCATIONS AND SCALES ON THE OWNER PROVIDED PLANS ARE APPROXIMATE.

CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND DISTANCES IN THE FIELD PRIOR

TO BID.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES

AND GOVERNMENTAL AGENCIES WHO MIGHT HAVE UTILITY LINES ON OR ACROSS THE

PREMISES, OR WHO MIGHT BE AFFECTED BY THE CONSTRUCTION. THE CONTRACTOR

SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE UTILITY COMPANIES TO

ENSURE COMPLIANCE WITH THE PROJECT SCHEDULE ESTABLISHED BY PROJECT

MANAGER. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING

UTILITY LINES, AND SHALL REPAIR ANY DAMAGES AT THE CONTRACTORS OWN

EXPENSE.

10. THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AND ENGINEER OF ANY

PROBLEM IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE

PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION.

11. CONTRACTOR SHALL VERIFY ALL CONDITIONS ON THE JOB SITE INCLUDING BUT NOT

LIMITED TO, ALL DIMENSIONS, GRADES, ELEVATIONS, AND THE COMPATIBILITY OF THE

WORK DESCRIBED ON THE ENGINEER'S DRAWINGS TO THE EXISTING SITE CONDITIONS.

ANY DISCREPANCIES OR UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE

WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE

PROJECT MANAGER AND ENGINEER'S ATTENTION IMMEDIATELY. CONTRACTOR SHALL

NOT PROCEED WITH ANY OF THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL

SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO,

THEN IT IS UNDERSTOOD THAT THE CONTRACTOR IS CHOOSING TO PROCEED AT THE

CONTRACTOR'S OWN RISK AND SHALL INCUR ALL COSTS, IF ANY TO RESOLVE THE

ISSUES TO THE SATISFACTION OF THE ENGINEER.

12. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRY SAFETY REGULATIONS.

THE CITY OF MANZANITA AND TILLAMOOK COUNTY AND THEIR OFFICIALS, THE

ENGINEER, AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ENFORCING SAFETY

REGULATIONS.

13. ACCESS TO EXISTING PROPERTIES/RESIDENCES AFFECTED BY CONSTRUCTION

ACTIVITIES SHALL BE MAINTAINED AT ALL TIMES BY THE CONTRACTOR. EMERGENCY

ACCESS AND COORDINATION OF EMERGENCY SERVICES SHALL BE REQUIRED.

ELECTRICAL NOTES

1. ALL ELECTRICAL WORK SHALL BE PLACED UNDERGROUND IN CONDUITS. CONTRACTOR

TO CONFIRM THAT CONDUITS AND CONDUCTOR SIZING ON PLANS MEET THE LATEST

APPLICABLE NEC AND TILLAMOOK PUD REQUIREMENTS.

2. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE EDITION OF THE NATIONAL

ELECTRIC CODE (NEC), OREGON STRUCTURAL SPECIALTY CODE, OREGON ELECTRICAL

SPECIALTY CODE AND ANY OTHER CODES OR REGULATIONS REQUIRED BY THE

AUTHORITY HAVING JURISDICTION.

3. CONTRACTOR SHALL COORDINATE AND SCHEDULE ITS WORK WITH THE LOCAL UTILITY.

CONTACT IS DERICK MICHELSON, TILLAMOOK PUD, TILLAMOOK, OR (503) 815-8629

4. THE CONTRACTOR SHALL SUBMIT TO THE AUTHORITY HAVING JURISDICTION ALL

ELECTRICAL PLANS AND OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING WORK.

5. CONTRACTOR SHALL PAY FOR ALL PERMIT AND LICENSE FEES. OWNER SHALL PAY ANY

DIRECT FEES TO THE UTILITY FOR SERVICE ENGINEERING AND NEW SERVICE

REQUIREMENTS.

GENERAL NOTES DEMOLITION AND EROSION CONTROL NOTES

1. SURVEY MONUMENTS, CONTROLS OR PROPERTY CORNERS WHICH ARE DISTURBED

OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE RE-ESTABLISHED,

RESTORED AND/OR REPLACED AT THE CONTRACTOR'S EXPENSE.

2. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO

ALL DISTURBED AREAS AND SOIL STOCKPILES WITHIN 30 DAYS TO ALL AREAS

INCLUDING AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 60 DAYS.

3. THE PHYSICAL FEATURES AND EXISTING UTILITIES WITHIN THE LIMITS OF THE

PROJECT HAVE BEEN SHOWN BASED ON THE INFORMATION MADE AVAILABLE TO THE

PROJECT MANAGER AND ENGINEER AT THE TIME OF DESIGN. THE CONTRACTOR

SHALL VERIFY ALL FEATURES AND EXISTING UTILITIES PRIOR TO BEGINNING ANY

WORK AND SHALL NOTIFY PROJECT MANAGER OF ANY CONFLICTS.

4. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING

UTILITIES, INFRASTRUCTURE, AND IMPROVEMENTS IN PLACE. ANY DAMAGE TO

EXISTING FACILITIES OR IMPROVEMENTS, RESULTING FROM THE CONTRACTOR'S

OPERATION, SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.

5. CONTRACTOR TO PREVENT TRACKING OF DIRT AND DEBRIS ONTO PUBLIC ROADWAYS

IN ACCORDANCE WITH SPECIFICATIONS AND APPLICABLE REQUIREMENTS FROM

LOCAL JURISDICTIONS.

6. ALL UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF THE ENGINEER'S

KNOWLEDGE. NO POTHOLING TO VERIFY LOCATIONS AND ELEVATIONS WAS

AUTHORIZED BY THE OWNER. THE CONTRACTOR HAS THE TOTAL RESPONSIBILITY TO

VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY THE

UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. CONTRACTOR TO VERIFY

LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. OREGON LAW REQUIRES

YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.

THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY

OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE TELEPHONE NUMBER

FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)232-2987.

7. WOODY MATERIAL, STUMPS, AND EXCESS SAND CAN BE DISPOSED ON SITE.

CONCRETE, ASPHALT, AND OTHER RUBBISH TO BE HAULED AND DISPOSED OF

LEGALLY. STRIPPED UPPER SOIL LAYER WITH DUFF SHOULD BE STOCKPILED FOR

REDISTRIBUTION AT PLANTING PER SHEET L1.0.

52545658

4" WATER MAIN,

APPROX. LAYOUT

PER GIS DATA

WATER SUPPLY WELL

TILL 380 (NOT IN USE)

IN CONC. MANHOLE

RIM=66.38'

EG=63.23'

2" WELL WATER

SUPPLY LINE PER GIS

DATA (NOT IN USE)

SSMH RIM EL=59.94'

IE(N)6"CONC=53.94'

IE(W)8"CONC=53.74'

WATER VALVE

BOX ON EXISTING

4" WATER MAIN

BACKFLOW PREVENTER VAULT

(OWNED AND MAINTAINED BY OPRD)

2" DOUBLE CHECK VALVE ASSEMBLY

W/ 2" BALL VALVES, 4X2 REDUCERS,

AND 4" GATE VALVES ON EITHER SIDE

4" PVC IN (N) AND 4" STEEL OUT (S)

STATE PARK WATER SERVICE VAULT NEAR

SW CORNER OF NECARNEY BLVD & SITKA

LN, INCLUDING 2" METER, (2) CONTROL

VALVES, 2" PRV, AND PRESSURE GAUGE,

W/ 2" STEEL PIPING IN/OUT.

15" DIA. HOLE FOR

WATER UTIL CONN.

(TYP.)

FORMER PUMPHOUSE FOUNDATION

"TSUNAMI EVACUATION ROUTE"

SSMH CLEANOUT

"TSUNAMI EVACUATION ROUTE"

SWINGING

WOODEN GATE

SSMH RIM EL=38.96'

IE(E)8"CONC=29.76'

IE(S)8"CONC=26.41'

IE(W)8"CONC=26.31'

TPUD 1-03-10

POLE #325504

METER #133117

200A, 240V

CONDUIT IN 4" HOLE

2" IP, DOWN 0.7'

TANK PAD

GRAVEL ROAD

GR

AV

EL

R

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D "TSUNAMI EVACUATION ROUTE"

SURVEY NOTES:

1. THIS MAP CORRECTLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT THE TIME OF THIS

SURVEY IN OCTOBER 2022.

2. CONVENTIONAL AND GPS SURVEY EQUIPMENT WERE USED IN THE PERFORMANCE OF THIS

SURVEY. ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH CURRENT STATE STATUTE.

3. ALL SURFACE FEATURES AND INVERT STRUCTURE ELEVATION SHOWN HEREON WERE FIELD

LOCATED AND MEASURED BY PARAMETRIX FOR THIS SURVEY. UNDERGROUND UTILITY LINES ARE

BASED UPON A COMBINATION OF SURFACE FEATURE MEASUREMENTS, GIS DATA, AND ONSITE

UNDERGROUND UTILITY MARKINGS PERFORMED BY OTHERS.

4. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES

NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION

INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE

FROM INFORMATION AVAILABLE.

5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT, WHICH MAY REVEAL

RESTRICTIONS OR EASEMENTS OF RECORD. ACCORDINGLY, NONE ARE SHOWN HEREON.

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EXISTING CONDITIONS PLAN

SCALE IN FEET

20' 40'

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HORIZONTAL DATUM:

HORIZONTAL DATUM IS NAD83(2011), EPOCH 2010.00, OREGON COORDINATE REFERENCE SYSTEM

OREGON COAST ZONE, INT'L FEET BASED ON THE OREGON REAL-TIME NETWORK (ORGN) GNSS

OBSERVATIONS AT CONTROL POINTS 100, 101, AND 102.

VERTICAL DATUM:

VERTICAL DATUM FOR THIS SURVEY IS (NAVD88) BASED UPON OREGON REAL-TIME NETWORK

(ORGN) GNSS OBSERVATIONS.

LEGEND

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DEMOLITION AND EROSION CONTROL PLAN

SCALE IN FEET

20' 40'

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REMOVE EXISTING PAVEMENT PATH, APPROX. 56 LF = 303 SF

DEMOLISH EXISTING PUMP STATION FOUNDATION AND DISPOSE OF OFF SITE.

CUT AND REMOVE 3' SEGMENT OF EXISTING 4" WATER SERVICE, 2' EAST OF EXISTING VALVE. CAP AND

ABANDON PIPE TO EAST IN-PLACE

DEMOLISH TANK PAD CONCRETE , CONNECTED PIPING, AND RELATED COMPONENTS. DISPOSE OF

MATERIALS PROPERLY OFF SITE.

DEMOLISH AND DISPOSE OF EXISTING WOODEN GATE POST AND GATE.

REMOVE EXISTING 6" SANITARY SEWER MAIN STARTING 5' NORTH OF EXISTING SANITARY SEWER

MANHOLE.

REMOVE EXISTING SANITARY SEWER CLEANOUT.

REMOVE AND SALVAGE SIGN FOR REINSTALLATION.

REMOVE EXISTING WATER LINES WHEN ENCOUNTERED AND FOUND IN CONFLICT WITH PROPOSED

IMPROVEMENTS. CAP CUT ENDS AND ABANDON IN PLACE.

ABANDON SEGMENTS OF EXISTING WATER LINES UNDER PARKING AREAS WITH GROUT FILL.

DEMOLITION NOTES

LEGEND

PIPE REMOVAL

GENERAL NOTES

CLEARING AND GRUBBING

EXISTING TREE TO REMAIN

1. SURVEY MONUMENTS, CONTROLS OR PROPERTY CORNERS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE RE-ESTABLISHED, RESTORED AND/OR REPLACED AT THE CONTRACTOR’S

EXPENSE.

2. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO ALL DISTURBED AREAS AND SOIL STOCKPILES WITHIN 30 DAYS TO ALL AREAS INCLUDING AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 60

DAYS.

3. THE PHYSICAL FEATURES AND EXISTING UTILITIES WITHIN THE LIMITS OF THE PROJECT (DEFINED BY SEDIMENT FENCING) HAVE BEEN SHOWN BASED ON THE INFORMATION MADE AVAILABLE TO THE ENGINEER AT THE TIME OF DESIGN. THE CONTRACTOR SHALL VERIFY ALL FEATURES AND EXISTING UTILITIES PRIOR TO BEGINNING ANY WORK

AND SHALL NOTIFY ENGINEER OF ANY CONFLICTS.

4. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, INFRASTRUCTURE, AND IMPROVEMENTS IN PLACE. ANY DAMAGE TO EXISTING FACILITIES OR IMPROVEMENTS, RESULTING FROM THE

CONTRACTOR'S OPERATION, SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.

5. CONTRACTOR TO PREVENT TRACKING OF DIRT AND DEBRIS ONTO PUBLIC ROADWAYS IN ACCORDANCE WITH

SPECIFICATIONS.

6. ALL UNSUITABLE SOILS MATERIALS, RUBBISH AND DEBRIS RESULTING FROM GRADING OPERATIONS SHALL BE

REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY.

7. CONTRACTOR SHALL STRIP AND STOCKPILE OP 2" OF NATIVE DUFF, FREE ROCKS AND BRANCHES, WITHIN CLEARING

LIMITS, PRIOR TO STRIPPING AND STOCKPILING TOPSOIL SEPARATELY

8. CONTRACTOR SHALL REMOVE STUMPS AND PRIMARY ROOTS OVER 4" DIAMETER ENCOUNTERED WITHIN 24" OF THE GROUND SURFACE AND WITHIN THE LIMITS OF WORK. APPROXIMATE LOCATIONS ARE SHOWN FOR INFORMATION.

STUMP TO BE REMOVED

PROTECTION NOTES

PROTECT EXISTING DOMESTIC WATER SUPPLY WELL, CONCRETE

STRUCTURE TO BE ADJUSTED TO MATCH FINISH GRADE. SEE DETAIL 10/C5.0

PROTECT EXISTING SANITARY SEWER MANHOLE.

PROTECT EXISTING POWER POLE.

PRESERVE AND PRTOECT (2) SMALL SITKA SPRUCE

PROTECT EXISTING PAVEMENT

PROTECT EXISTING PATH GUIDE POST

SEDIMENT FENCE

CONCRETE WASHOUT

CONSTRUCTION ENTRANCE

PER ODOT STD. RD 1000

CONSTRUCTION ENTRANCE

50'

PROPOSED CABINS AND

SITE IMPROVEMENTS

SHOWN FOR REFERENCE

DURING DEMOLITION, SEE

SHEET C2.2 FOR MORE

INFORMATION

EXISTING ROW

EXISTING GRAVEL EXTENTS

PAVEMENT REMOVAL2

.75''WG

.75''W GG

G

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2''W

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CABIN 6

CABIN 4 CABIN 5

CABIN 3

CABIN 2

(ADA)

CABIN 1

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OVERALL SITE AND

UTILITY PLAN

SCALE IN FEET

20' 40'

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PARKING AREA:

8 STANDARD STALLS

1 ACCESSIBLE STALL

60' MIN.

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STAFF CABINS

APPROX. 18'x32', BY OTHERS.

4" THICK CONCRETE PATH

(1) 2" SPARE CONDUIT WITH

TRACER WIRE AND PULL STRING.

TERMINATE IN DEDICATED

TELECOM VAULT AT EACH END.

SEE C3.0 CABIN GRADING PLAN

AND C4.0 CABIN UTILITY PLAN

SEE SHEET C3.1

FOR DRIVEWAY

PLAN AND PROFILE

SEE SHEET C4.1 FOR SANITARY

SEWER PLAN AND PROFILE

LEGEND

ASPHALT PAVEMENT (3" AC ON 3" AGG. BASE, 6" AGG. SUBBASE)

6" SANITARY SEWER6''SS

6" CONCRETE PAVEMENT ON 4" AGGREGATE BASE

GRAVEL SURFACING (3" AGG. BASE ON 9" AGG. SUBBASE)

WATER SERVICE, SIZE AS NOTED2''W

SANITARY SEWER STUB AND CAP

SANITARY SEWER CLEANOUTCO

GRAVEL PATH WIDTH

TO MATCH EXISTING

CONNECT TO

EXISTING PATH

POWER TRANSFORMER

UNDERGROUND ELECTRICAL CONDUITUGP

STEEL ACCESS GATE

PER DETAIL 1/C5.1

POUR 6'x13' CONCRETE PAD 6" THICK PER DETAIL

2/C5.0 AND INSTALL (5) BOLLARDS PER DETAIL

11/C5.0 AS SHOWN, APPROX. 42" APART.

500 GALLON PROPANE TANK LOCATION. TANK,

PIPING, AND APPURTENANCES INSTALLED BY

OTHERS (FERRELLGAS)

INSTALL TSUNAMI

EVACUATION ROUTE SIGN

RIGHT OF WAY

RIGHT OF WAY

4" CONCRETE PATH ON 4" AGGREGATE BASE

6" THICK CONCRETE

PAVEMENT

POWER SUPPLY AT

EXISTING POLE

STOP SIGN

WHEEL STOPS

PER DETAIL 8/C5.0

ADA PARKING PER DETAILS ON C5.0

PROPANE DISTRIBUTION PIPING (BY OTHERS)G

2" WATER SERVICE AND

(1) 2" SPARE CONDUIT

IN COMMON TRENCH

PER DETAIL 2/C5.1

CONNECT 4"X2"

REDUCER TO EXISTING

4" PARK WATER MAIN

BID ADD ALTERNATE

TO PARK

INSTALL PRV VAULT PER DETAIL ON SHEET C5.4, ALONG

EXISTING 4" PARK WATER MAIN, NEAR THE CORNER OF

NECARNEY BLVD AND GLENESSLIN LANE. COORDINATE

APPROXIMATE LOCATION WITH PROJECT MANAGER.

POTHOLE TO CONFIRM 4" WATER MAIN LOCATION.

2" SPARE TELECOM CONDUIT

YARD HYDRANT

CONTROL VALVE IN VALVE BOX

TELECOM VAULTT

INSTALL STANDARD CURB PER DETAIL 3/C5.0

-4 .8

-4.6%

-0 .7

-1.8%

-1 .0

-2 .6

-4.5%

-7.4%

-7.7%

-1 .3%

-5 .0

-5 .0

-5:1

-3:1 -3

:1

-3:1

-13:1

-3 :1

-5.1%

-5.5%

-3 .2

-2

.0

-6 .0

-1 .8

-2 .0

-7 .9

-2.0%

-2.0%

-0 .0

-1 0.

0%-2.0%

-1.8% -8.2%

-6.8%

-3 .6

-3:1

-3:1

-3:

-4 :1

-3 :1

-12:1

-20:1

-7 3:

-4.4%

-2.0%

-4.0%

-6.0%

-2.2%

-8 .9

-1 .1%

-1.8% -1 .0

-1 .0

-1.7%

-1 .1%

-1.8%

-3:1

-3:1-1 .0

-2 0.

8%

-1 .8

-1 .4%

-15 :1

-1.5%

-39.9%

-40 .4%

-10.0%

-5 .0

-3.7%

-13.3%

-9.3%

-7.8%

-16.0%

-13.4%

-29.7%

-7.1%

-4 9.5

%-8.

3%

-24.0%

-1 .1

-36 .5%

-31 .8%

-2 8.2

% -15.5%

-7 .3

-3 2.

2%

62 62 626364

686971

62.99

71.09 69.38

71.06

69.34

67.25

67.50 67.50

67.21

65.98

66.0066.00

65.19

65.19

64.83

69.92 69.92

66.14

65.06

59.69 PC

65.46

62.58

65.62

65.94

66.75 TC

65.66

59.81 PC

61.71

61.49

65.78

67.15 69.50

69.42

71.15

71.00

65.82

66.81

57.21

57.61

59.41

61.65

55.3± EG

67.08

65.9166.14 TP

65.89

65.58

64.01

71.15

71.15

71.48 71.48

62.96

63.00

66.47

64.75

64.6964.76

57.3557.50

71.39 71.39

70.00

70.00

62.9963.00

65.20 65.32

55.4± EG

64.74 RIM

66.41 TC

63.38

64.46CABIN 6

FF = 72.65

CABIN 4

FF = 71.50

CABIN 5

FF = 72.98 CABIN 3

FF = 67.50

CABIN 2

FF = 66.00

(ADA) CABIN 1

FF = 65.19

/1

0/

1:

A M

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:\B en d\ P ro je ct s\

C lie nt s\

-O re go n

P ar k

R ec

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-4

1-

N eh al em B ay U pg rP ro jD es \9

9S vc s\ C

A D

D \D

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\S H

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\C

3.

C A

B

IN

G R

A D

IN

G

P

LA

N .d w g

- J oh na th an T ra n

EN

G

IN

EE

RI

N

G

PL

AN

N

IN

G

EN

VI

RO

N

M

EN

TA

L

SC

IE

N

CE

S

CA

BI

N

GR

AD

IN

G

PL

AN

GRADING PLAN

SCALE IN FEET

10' 20'

POINT DESCRIPTIONS:

NONE FINISH GRADE

± MATCH EXISTING GRADE

EG EXISTING GRADE

FF FINISH FLOOR

PC POINT OF CURVATURE

RIM STRUCTURE RIM ELEVATION

TP TOP OF PAVEMENT

TC TOP OF CURB

1581.50 XX

ELEVATION AT POINT

POINT DESCRIPTION

SHEET NOTES

1. ALL SIDEWALKS SHALL HAVE A MAXIMUM 2% CROSS

SLOPE UNLESS NOTED OTHERWISE.

2. ALL GRADING AND CLEARING OPERATIONS SHALL

CONFORM TO TILLAMOOK COUNTY BEACH & DUNE

HAZARD OVERLAY ZONE REQUIREMENTS AND

RELATED GEOTECHNICAL DOCUMENTATION

PREPARED BY GRI.

3. NO EXCAVATIONS FOR RESIDENTIAL AND

COMMERCIAL SITE DEVELOPMENT SHALL BE DONE

EARLIER THAN THIRTY (30) DAYS PRIOR TO THE

START OF CONSTRUCTION. FOLLOWING THE

COMPLETION OF MAJOR CONSTRUCTION,

EXCAVATED AREAS SHALL BE STABILIZED. AT A

MINIMUM, THE SITE SHALL BE STABILIZED WITHIN

NINE (9) MONTHS OF CONSTRUCTION

COMPLETION.

4. CABIN FINISH FLOOR ELEVATIONS SHOWN ARE

ESTIMATED FOR GRADING PURPOSES. FINAL

GRADING OF PATH BRANCH CONNECTIONS SHALL

BE ADJUSTED TO MATCH FINAL CABIN FINISH

FLOOR ELEVATIONS OR STAIR LANDING

ELEVATIONS, TO BE DETERMINED BY ARCHITECT.

5. SEE SHEET S1.0 FOR CABIN 1-3 FOUNDATION PLAN.

SEE SHEET S1.1 FOR CABIN 4-6 FOUNDATION PLAN.

6. CLEAR, GRUB, AND EXCAVATE EACH CABIN

FOUNDATION PAD TO AN ELEVATION AT LEAST 18

INCHES BELOW THE FINISH FLOOR ELEVATION.

7. PREPARE SITE FOR CABIN STRUCTURES PER

CABIN FOUNDATION PLAN REVIEW MEMORANDUM

BY GRI (6/29/2023) AND SHEETS S1.0, S1.1.

59.94 RIM

GRADE

BREAK

TYP.

GRADE

BREAK

TYP.

GRADING

EXTENTS, TYP

GRADING

EXTENTS,

TYP

SHEET LEGEND

GRADING LABEL LEGEND

6" CONCRETE PAVEMENT ON 4" AGG. BASE

GRAVEL (3"AGG. BASE ON 9" AGG. SUBBASE)

4" CONCRETE PATH ON 4" AGG. BASE

GRADING EXTENTS

GRADE BREAK

BID ADD ALTERNATIVE

3 STAIR RISERS BY

OTHERS

3 STAIR RISERS

BY OTHERS

3 STAIR RISERS

BY OTHERS

MATCH FLUSH AT

TOP OF RETAINING

WALL FOOTING

MATCH FLUSH AT

TOP OF RETAINING

WALL FOOTING

DEEPER FOOTINGS

REQUIRED, SEE

DOCUMENTS REFERENCED

IN SHEET NOTE 7

DEEPER FOOTINGS

REQUIRED, SEE

DOCUMENTS

REFERENCED IN

SHEET NOTE 7

VE UNIT PRICE ITEM 2

-3 .1

2% MAX

39.64 FG, PT

40.12 FG, PT

40.21 EG

38.58 EG

59.81 FG, PC 59.63 FG, PT

57.61 FG

57.21 FG39.15 EG

39.24 EG

40.30 EG

40.21 EG

0+00 1+00 2+00 3+00 4+00 4+29

61.65 FG

59.41 FG

41.68 FG

41.26 FG

-5.6%

-5.7%

45 50 55 55

38 38 38 39

44 46 47

48 49 51 52 53 54 54

56 56

57 57

58 58

59 59

45 4545 50 55

41 42 43

46 47 48 49 51 52 53 54 5657 58 59

40 45 50 55 60 60

41 42 43 44 46 47 48 49 51 52 53 54 56 5657 5758 5859 5961 61

PROFILE VIEW: ACCESS CENTERLINE1

40'

50'

60'

70'

40'

50'

60'

70'

0+00 1+00 2+00 3+00 4+00 4+25

FG

: 4

0.

EG

: 4

0.

FG

: 4

1.

EG

: 4

1.

FG

: 4

2.

EG

: 4

2.

FG

: 4

4.

EG

: 4

3.

FG

: 4

5.

EG

: 4

4.

FG

: 4

6.

EG

: 4

6.

FG

: 4

7.

EG

: 4

7.

FG

: 5

0.

EG

: 4

9.

FG

: 5

2.

EG

: 5

1.

FG

: 5

5.

EG

: 5

4.

FG

: 5

6.

EG

: 5

6.

FG

: 5

8.

EG

: 5

8.

FG

: 6

0.

EG

: 5

8.

FG

: 6

1.

EG

: 5

9.

FG

: 6

0.

EG

: 5

8.

FG

: 5

8.

EG

: 5

6.

-8.87%8.00% 0.00%

9.53%

7.88%

1.80% 5.54%

4.98%

-10.00% -20.70%

-8.87%8.00% 0.00%

9.53%

7.88%

1.80% 5.54%

4.98%

-10.00% -20.70%

PV

I S

TA

+0 0.

EL

=3 9.

PV

I S

TA

+1

0.

EL

=3

9.

PV

I S

TA

+4 0.

EL

=4 1.

PV

I S

TA

+7 4.

EL

=4 7.

PV

I S

TA

+4 2.

EL

=5 4.

PV

I S

TA

+0 8.

EL

=5 9.

PV

I S

TA

+3 6.

EL

=6 1.

PV

I S

TA

+6 1.

EL

=6 1.

PV

I S

TA

+8 7.

EL

=5 9.

PV

I S

TA

+0 8.

EL

=5 7.

PV

I S

TA

+1

8.

EL

=5

5.

/9

/2

2:

P

M

U :\B en d\

P ro je ct s\ C lie nt s\

-O re go n P ar k

R ec D ep t\2

-4

1-

N eh al em

B ay

U pg rP ro jD es

\9 9S vc s\

C A

D D

\D W

G \S

H E

E

TS

\C 3.

D

R

IV

E W

A Y

P

LA

N A

N D

P R

O

FI

LE

.d w g

- L uc

F rie de nf el s

EN

G

IN

EE

RI

N

G

PL

AN

N

IN

G

EN

VI

RO

N

M

EN

TA

L

SC

IE

N

CE

S

DRIVEWAY PLAN

SCALE IN FEET

20' 40'

DR

IV

EW

AY

P

LA

N

AN

D

PR

OF

IL

E

NE

CA

RN

EY

B

LV

D

DRIVEWAY PROFILE

SCALE IN FEET

20' 40'

8'

FINISHED GRADE AT

CENTERLINE OF

DRIVEWAY

EXISTING GRADE AT

CENTERLINE OF

DRIVEWAY

R=28' R=28'

R=15'

R=15'

20.00'

TYP.

ACCESS

ROAD

CENTERLINE

2.0% TYP.

20'

3H:1V FILL TYP.

3H:1V CUT TYP.

3H:1V FILL TYP.

3H:1V CUT TYP.

AC PAVEMENT

3" THICKNESS

GRAVEL DRIVEWAY SECTION

N.T.S

RIGHT OF WAY STAFF CABINS

(6),TYP.

EXISTING GRAVEL

ACCESS ROAD

EXISTING SEWER

MANHOLE

STEEL ACCESS GATE, 20'

WIDE SEE DETAIL 1/C5.1

SPINDRIFT LN

EXISTING 100' RIGHT OF WAY

RIGHT OF WAY

GRAVEL TRAIL CONNECTION

TO EXISTING GROUND

59.94 RIM

ACCESS

ROAD

CENTERLINE

2.0% TYP.

20'

3H:1V FILL TYP.

3H:1V CUT TYP.

3H:1V FILL TYP.

3H:1V CUT TYP.

PAVED DRIVEWAY SECTION

N.T.S

2' TO

DITCH

FLOWLINE

(IF REQ'D)

2' TO

DITCH

FLOWLINE

(IF REQ'D)

3"-0 AGGREGATE SUBBASE

9" THICKNESS

3/4"-0 AGGREGATE BASE

3" THICKNESS

2' TO

DITCH

FLOWLINE

(IF REQ'D)

2' TO

DITCH

FLOWLINE

(IF REQ'D)

3"-0 AGGREGATE SUBBASE

9" THICKNESS ON

GEOTEXTILE FABRIC

3/4"-0 AGGREGATE BASE

3" THICKNESS

END OF FIRE TRUCK

TURNAROUND

SEE PAVED

DRIVEWAY

SECTION

BELOW

SEE GRAVEL

DRIVEWAY

SECTION

BELOW

30"

18"

24" MIN.

6"

30"

18"

24" MIN.

6"

.7 5'

'W

.7 5'

'W

G G

G

.7 5'

'W .7

5' 'W

.7 5'

'W G

G G

G

G

G

G

G

G

G

U G

P U

G P

U G

P

6''SS

6''SS

6''SS

6''SS

6''SS

6''SS

6''SS

6''SS

CO

UGP

UGP

UGP

UGP

UGP

UGP

UGP

U G

P

T

2' 'W

2'' W

2''W

2''W

2''W

2''W

2''W

2''W

2''W

U G

P

U G

P

U G

P

U G

P

U G

P

.7 5'

'W .7

5' 'W

.7 5'

'W G

G G

G

.7 5'

'W .7

5' 'W

G G

G

G

.7 5'

'W

.7 5'

'W

G

G.7 5'

'W G

G

C O

C O

C O

C O

C O

C O

CO

CABIN 6

FF = 72.65

CABIN 4

FF = 71.50

CABIN 5

FF = 72.98 CABIN 3

FF = 67.50

CABIN 2

FF = 66.00

(ADA)

CABIN 1

FF = 65.19

/1

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1:

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A D

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\S H

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\C

4.

C A

B

IN

U

TI

LI

TY

P

LA

N .d w g

- J oh na th an T ra n

EN

G

IN

EE

RI

N

G

PL

AN

N

IN

G

EN

VI

RO

N

M

EN

TA

L

SC

IE

N

CE

S

CA

BI

N

UT

IL

IT

Y

PL

AN

UTILITY PLAN

SCALE IN FEET

10' 20'

SEWER NOTES WATER NOTES ELECTRIC NOTES

COORDINATE CABIN CONDUIT STUB UP LOCATIONS WITH FINAL LOCATION OF CABIN

SUB-PANELS. GROUND AND NEUTRAL SHALL REMAIN SEPARATE AT CABIN SUB-PANELS.

PROVIDE PULLBOX FOR (3) FUTURE EV CHARGING STATION

PROVIDE 2'X2'X3' POLYMER CONCRETE HANDHOLE WITH TRAFFIC RATED TAMPER-PROOF

HATCH TO SUPPORT FUTURE CABINS (VE SUBSTITUTION APPROVED).

PROVIDE GROUND RODS AT ELECTRICAL KIOSK AND CABINS AND BOND TO ELECTRICAL

ENCLOSURES PER NEC REQUIREMENTS. PROVIDE BONDING CONNECTION TO KIOSK CONCRETE

PAD REBAR.

PROVIDE 2'X2'X3' POLYMER CONCRETE HANDHOLE WITH TAMPER-PROOF HATCH AT EACH

CABIN. ROUTE CABIN CONDUCTORS TO HANDHOLE PER CABLE/CONDUIT SCHEDULE ON SHEET

E2.0. TAPE, COIL, AND STOW EXTRA 30 LINEAL FEET OF CABIN CONDUCTORS IN PULLBOX FOR

FUTURE TERMINATION BY OTHERS.

INSTALL 2" WATER MAIN. SEE UTILITY TRENCH DETAIL 2/C5.1

INSTALL 3/4" WATER SERVICE WITH SHUTOFF VALVE IN VALVE BOX,

INCLUDING THREADED CAP FOR FUTURE EXTENSION BY TO CABIN

(UNDER SEPARATE CONTRACT).

INSTALL 2" GATE VALVE AND CAP IN VALVE BOX FOR FUTURE EXTENSION.

INSTALL YARD HYDRANT PER DETAIL 9/C5.0 WITH 2"X1" TEE AND 1"

WATER LINE

INSTALL 6" SANITARY SEWER MAIN SEE SHEET C4.1 FOR PLAN AND PROFILE.

INSTALL SANITARY SEWER CLEANOUT PER DETAIL 1/C5.0.

INSTALL 4" SANITARY SEWER SERVICE WITH 2% MIN SLOPE AND INSTALL

CLEANOUT PER DETAIL 1/C5.0 WITH UPSTREAM END OF WYE CAPPED FOR

FUTURE EXTENSION TO CABIN (UNDER SEPARATE CONTRACT).

CONNECT TO EXISTING 6" SEWER 5' FROM MANHOLE WITH PIPE COUPLING.

INSTALL 6" SANITARY SEWER CLEANOUT PER DETAIL 1/C5.0, WITH

UPSTREAM END OF WYE CAPPED FOR FUTURE EXTENSION.

PBD-1

EXISTING

UTILITY POLE

1 6

CT ENCLOSURE

UTILITY METER

UTILITY TRANSFORMER

ELECTRICAL KIOSK

CONCRETE PAD

GAS NOTES

PROPOSED PROPANE TANK LOCATION ON CONCRETE PAD.

(TANK INSTALLATION BY OTHERS). SEE SITE CONSTRUCTION

NOTES ON C2.2

1" PROPANE MAIN APPROX. 140 LF (INSTALLED BY OTHERS)

CONTRACTORS SHALL COORDINATE WITH GAS COMPANY,

AND PROVIDE SITEWORK ELEMENTS INCLUDING TRENCHING,

CONCRETE PAD, BOLLARDS ETC. SEE SITE CONSTRUCTION

NOTES ON C2.2

(6) 34" PROPANE SERVICE BRANCHES, APPROX. 120 LF TO BE

INSTALLED BY FERRELGAS IN COMMON TRENCH WITH WATER

SERVICES PER DETAIL 2/C5.1.

COORDINATE WITH ELECTRIC UTILITY PROVIDER TO SUPPLY NEW ELECTRICAL SERVICE FROM

EXISTING OVERHEAD DISTRIBUTION. PROVIDE NEW NEMA 3R, 240VAC, 400AMP, SINGLE PHASE

PANELBOARD. PROVIDE ENCLOSED ELECTRICAL KIOSK FOR MOUNTING OF METER AND

PANELBOARD, SEE SHEETS C5.1 AND C5.2 FOR DETAILS.

ELECTRICAL KIOSK

ELECTRICAL ONLY

SEE SHEET E2.0 FOR CONDUIT AND CABLE SCHEDULE. CONDUIT SHALL BE BURIED WITH A

MINIMUM COVER OF 24" ABOVE TOPMOST CONDUIT AND SHALL BE SPACED 7-1/2" ON CENTER.

ROUTING SHOWN IS DIAGRAMMATIC, LIMIT BENDS BETWEEN PULL POINTS PER NEC

REQUIREMENTS.

4 2

SHEET NOTES

1. HORIZONTAL SEPARATION BETWEEN PARALLEL

WATER AND SEWER PIPING SHALL BE 10' MINUMUM

FOR MAINS AND 5' MINUMUM FOR SERVICES.

2. VERTICAL SEPARATION BETWEEN CROSSING WATER

AND SEWER PIPES SHALL BE 18" MINUMUM.

3. UTILITY CONNECTIONS TO CABINS WILL BE MADE

UNDER SEPARATE CONTRACT.

3 TYP.

7 3

CIVIL ONLY

8/10/23

.75''W G

.75''W G

G

G G G

6''SS 6''SS 6''SSCO

T

2''W

2''W

2''W 2''W 2''W

.75''W G

G

.75''W G

.75''W G

G

C O

C O

C O

C O

C O

C O

CO

1+90

0+00 1+00

7066 68

59 61

62 63

66 67

EX SS MANHOLE 48" DIA

STA 0+10.00 0.00' 6" CLEANOUT & CAP

STA 1+86.51

6" X 4" SERVICE WYE

STA 1+83.42, 90°

6" X 4" SERVICE WYE

STA 1+65.60, 90°'6" X 4" SERVICE WYE

STA 1+55.96, 90°

6" X 4" SERVICE WYE

STA 1+13.98, 90°

6" X 4" SERVICE WYE

STA 0+83.50, 90°

6" X 4" SERVICE WYE

STA 0+55.47, 90°

50'

60'

70'

80'

50'

60'

70'

80'

-0+20 0+00 1+00 2+00 2+75

FG

EG

: 5

9.

FG

: 6

1.

EG

: 5

9.

FG

: 6

2.

EG

: 6

1.

FG

: 6

5.

EG

: 6

2.

FG

: 6

5.

EG

: 6

4.

FG

: 6

7.

EG

: 6

7.

FG

: 6

9.

EG

: 7

0.

FG

: 7

1.

EG

: 7

1.

FG

EG

FG

EG

FG

EG

EX SS MANHOLE 48" DIA

STA 0+10 0.0'

RIM EL=59.94

IE=53.94 IN (N)

EX IE=53.74 OUT (W)

54.43 LF 6"SS (D3034 PVC)

S=0.0685 FT/FT

28.45 LF 6"SS (D3034 PVC)

S=0.0685 FT/FT

7.28 LF 6"SS (D3034 PVC)

S=0.0685 FT/FT

25.74 LF 6"SS (D3034 PVC)

S=0.0685 FT/FT

15.75 LF 6"SS (D3034 PVC)

S=0.0685 FT/FT

16.31 LF 6"SS (D3034 PVC)

S=0.0685 FT/FT

1.01 LF 6"SS (D3034 PVC)

S=0.0685 FT/FT

6" x 4" SERVICE WYE

STA:0+71.93

I.E=58.23

6" X 4" SERVICE WYE

STA:1+00.37

I.E=60.17

6" X 4" SERVICE WYE

STA:1+27.73

I.E=62.06

6" X 4" SERVICE WYE

STA:1+53.46

I.E=63.82

6" X 4" SERVICE WYE

STA:1+69.21

I.E=64.90

6" X 4" SERVICE WYE

STA:1+85.52

I.E=66.02SEWER CLEANOUT

STA 1+08 0.0'

RIM EL=66.32

IE=60.60 IN (S)

IE=60.60 OUT (N)

20.09 LF 6"SD (PVC)

S=0.0685 FT/FT

/3

0/

:0

A M

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S E

W E

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N

A N

D P

R O

FI

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- R ya n

R ud ni ck

EN

G

IN

EE

RI

N

G

PL

AN

N

IN

G

EN

VI

RO

N

M

EN

TA

L

SC

IE

N

CE

S

SE

W

ER

P

LA

N

AN

D

PR

OF

IL

E

SEWER PLAN

SCALE IN FEET

20' 40'

SEWER PROFILE

SCALE IN FEET

20' 40'

4'

CUT AND CONNECT TO

EXISTING 6" SEWER PIPE

5' FROM EXISTING

SEWER MANHOLE.

I.E=54.34

INSTALL STUB AND

CAP FOR FUTURE

CONNECTION.

I.E=65.95PROPOSED FINISH GRADE

EXISTING GRADE

3 5

4" SS 2%

M

IN

4" S

S 2%

M

IN

4" S

S 2%

M

IN

4" S

S 2%

M

IN

4" S

S

M

IN

WATER SERVICE CROSSING

I.E.=68.80

WATER SERVICE CROSSING

I.E.=65.84

WATER SERVICE CROSSING

I.E.=62.99

WATER SERVICE CROSSING

I.E.=62.49

4" SS 2%

M

IN

/9

/2

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3" MIN. (STROKE

WIDTH)

ADA PARKING STENCIL, PER

DETAIL 5/C5.0

PRECAST CONCRETE

WHEEL STOP

SEE DETAIL 8/C5.0 FOR ADA LOADING

ZONE STRIPING

DETAIL SEE 7/C5.0

2'

TY

P

9'

' M

IN28

" M

IN

24" MIN.

PAVEMENT MARKING STENCIL: WHITE

3'' MIN.

(STROKE WIDTH)

ADA PARKING STENCIL 5

C5.0N.T.S

ADA LOADING ZONE 7

C5.0N.T.S

3' M

IN

3' M

IN

6"

1.5' FORM SQUARE OR

ROUND EDGE OF UPPER 4"

GRANULAR

BASE

CONCRETE FOOTING

ADA PARKING SIGN 6

C5.0N.T.S

6"

BASE ROCK UNDER CURB

TO MATCH BOTTOM OF

CONCRETE SECTION

VARIES

18" MAX

6" TYPICAL

9" MAX

8"

1/2" RADIUS 1/2" RADIUS

COMPACTED SUBGRADE

4" THICK COMPACTED

3 4"-0 AGG BASE

2% MAX. X-SLOPE (1.5% TYP)

4" OR 6" THICK, SEE PLANS

WIDTH PER PLAN

CURB AND SIDEWALK NOTES:

1. CONCRETE SHALL BE CL.3300 (SIX SACK MIX) AND CONTAIN NO ADDITIVES TO CAUSE RAPID SETTING, 4%-7% AIR ENTRAINMENT REQUIRED.

2. PROVIDE SCORE JOINTS AT GRADE BREAKS AND AT EQUAL INTERVALS BETWEEN, SPACED TO

RESULTS IN ROUGHLY SQUARE PANELS.

3. LIGHT BROOM FINISH ON EXPOSED CURB AND SIDEWALK FACES.

STANDARD CURB 3

C5.0N.T.S

CONCRETE PAVEMENT 2

C5.0N.T.S

ADA PARKING 4

C5.0N.T.S

BOLLARD 11

C5.0N.T.S

4-1/2"6"

6'-0"

9"

6"

5"

2-1"Ø HOLES

5"

2" 3"

2"

9"

SEAL 1/2" DEEP

HOLE W/ MORTAR

2-#3 REBARS

#6 @ 2'-6"

LONG

SECTION

PRECAST CONCRETE WHEEL STOP8

C5.0N.T.S

1' SHOULDER PER PLAN

WHITE 4"

WIDE LINES

FOR SIGN DETAILS SEE

6/C5.0

4" STEEL PIPE FILLED

WITH CONCRETE PAINT

SAFETY YELLOW

ADA PARKING SIGN PER MUTCD SIGN

R7-8 AND R7-8a

VAN

ACCESSIBLE

RESERVED

PARKING

NOTE: BOLLARDS SHALL BE PLACED APPROX. 3' APART AT EQUAL INTERVALS

CAST IRON FRAME,

INSIDE DIAMETER 1

2" MIN

LARGER THAN RISER PIPE

OUTER DIAMETER

PIPE PER PLAN

SEE PLAN FOR SURFACE

MATERIAL AND ELEVATION

THREADED PVC CAP,

UNLESS NOTED OTHERWISE,

3" CLEARANCE BELOW

BOTTOM OF FRAME LID

TRACER WIRE PER

SPECIFICATIONS

SET FRAME IN

CONCRETE COLLAR

4" THICK, 4" DEEP

45° BEND

WYE, REDUCE TO RISER PIPE

DIAMETER, IF NECESSARY

CAP IF NO PIPE

IS UPSTREAM

RISER PIPE 4"

DIAMETER MIN.

NOTE: WHERE NOTED ON PLANS, INSTALL CLEANOUTS UPSTREAM

(NOT DOWNSTREAM) OF ANY ADJACENT WYES, BENDS, OR TEES FOR

EFFECTIVE FLUSHING OF DEBRIS STUCK AT DEFLECTION POINTS.

CLEAN OUT

ASSEMBLY 1

C5.0N.T.S

1' SHOULDER

PER PLAN ADA PARKING

CONCRETE WALK

" M

IN

BU

RY

D

EP

TH

1" WATER SERVICE

90° BEND

" T

YP

8" IPS DRAIN PORT

3/4" HOSE

CONNECTION

FROST PROOF YARD HYDRANT,

PROFLO MODEL PFXEM7503, OR

APPROVED ALTERNATE

GROUND LINE

YARD HYDRANT 9

C5.0N.T.S

EG=63.25 ±

REMOVE TOP

CONCRETE RISER

EXISTING WELL

TO REMAIN

IN-PLACE

EX RIM=66.38

WELL ABANDONMENT 10

C5.0N.T.S

EXISTING WELL

N.T.S

ABANDONED WELL

N.T.S

INSTALL 30" DIA RCP

RISER ON EXISTING.

12"-18" ANTICIPATED.

CUT PIPE IN FIELD SO

RIM ELEVATION

MATCHES FLUSH TO

FINISHED GRADE

PR RIM=64.94 FG=64.94

EXISTING WELL TO REMAIN

IN-PLACE, INSTALL

WATERTIGHT CAP 6"

ABOVE GROUND

CAP OUTLET PIPE

AND CONDUIT 6"

ABOVE GROUND

INSIDE. REMOVE

INTERNAL SOIL &

DEBRIS, IF NEEDED.

INSTALL STEEL FRAME

AND COVER (30" ID, 37" F)

TRAFFIC-RATED AND

WATERTIGHT WITH

LOCKABLE LATCH

6" MIN

GROUND LEVEL

INSIDE STRUCTURE

REMOVE SOIL INSIDE

STRUCTURE FOR 6" MIN.

PIPE EXPOSURE

NOTE: RECYCLED RUBBER WHEEL STOPS MAY BE SUBMITTED TO OWNER FOR

REVIEW AND APPROVAL FOR USE INSTEAD OF CONCRETE SHEEL STOPS.

1'-0"

3' -0

4" SQUARE TUBE

PRIMED STEEL

CONCRETE

3000 PSI MIN.

10'

CENTER OF ROAD

PRIMED

STEEL

9"

8"

4' -0

4" 4"

4"

3' -0

3"

4"

2'-0"

2' -0

7/8" DIA. HOLES

FOR A.B. (4)

2'-0"

2'-0"

3"

6"

4"

8"

6"

8"

6"

16" WIDE, 4'

LONG TOP TO

BOTTOM

PLATE ON END

OF 4" TUBING

PLATE ON END

OF 4" TUBING

4" BASE

PLATE

8"X8" STEEL TUBE POST

6" SQUARE TUBING

PIN: 2 12" CAP, 1" DIA. ROD, 43 12" LONG

1 116" HOLE IN EACH SIDE OF

8"X8" STEEL TUBING POST

6"

5"

SIDE VIEW

SCALE: 1"=1'-0"

FRONT VIEW

SCALE: 1"=1'-0"

SLOPE TO

DRAIN

APPROX. 3' ADJUST HEIGHT OF BAR

HOLDER TO HOLD GATE ARM

HORIZONTAL WHEN GATE IS IN OPEN

POSITION. LOCATE 1' FROM END OF BAR

APPROX.

3"

1/ 4"

(T

YP

GATE ARM HOLDER (DETAIL-A)

TOP VIEW

SCALE: 1"=1'-0"

SIDE VIEW

SCALE: 1"=1'-0"

CONSTRUCTION NOTES:

INSTALL 12" DIAMETER CONCRETE FOUNDATION, 3'-6" DEEP.

DOUBLE GATE (STANDARD)

9"10'

LOCKING

HASP

4"

3'-6"

3/4" DIA. A.B. SUPPLIED BY OTHERS,

INSTALLED BY CONTRACTOR

INSTALL 3'-6" DIAMETER CONCRETE FOUNDATION, 3'-8" DEEP.

GATE WILL BE PAINTED BLACK BY MANUFACTURER. CONTRACTOR

SHALL TOUCH UP PAINT TO MATCH AS NEEDED DURING

INSTALLATION

ALL STEEL AND GATE COMPONENTS SUPPLIED BY OTHERS, INSTALLED BY

CONTRACTOR. CONTRACTOR SHALL ASSEMBLE GATE USING PINS PROVIDED.

CONTRACTOR SHALL PROVIDE ANCHOR BOLTS AND MATERIALS AS NEEDED FOR

MOUNTING AND INSTALLATION.

OBTAIN OWNER APPROVAL OF GATE LOCATION PRIOR TO BEGINNING WORK.

GATE ARM

HOLDER WHILE IN

OPEN POSITION

CONCRETE FOOTING

3000 PSI MIN.

GATE AND POST FULLY FABRICATED AND

SUPPLIED BY OTHERS, INSTALLED BY

CONTRACTOR

POST FULLY FABRICATED

AND SUPPLIED BY OTHERS,

INSTALLED BY CONTRACTOR

3' -8

PIN: 1" DIA. ROD, 15" LONG

4' -0

2'-0"

2'-0"

3'-6"

3' -8

8"

2'-0"

2' -0

8"

4"

8"

8"

FRONT VIEW

SCALE: 1"=1'-0"

2' -1

3/

4"

GATE POST FOR SINGLE GATES (DETAIL-B)

INSIDE DIAMETER OF 4"

TUBING-(3 1/2")

8"

4" 3/

4"

SIDE

VIEW

SCALE:

1"=1'-0"

7/8" DIA.

HOLES

FOR A.B. (4)

TOP VIEW

SCALE: 1"=1'-0"

LOCKING MECHANISM

POST FULLY

FABRICATED

AND SUPPLIED BY

OTHERS,

INSTALLED BY

CONTRACTOR

3/4" DIA. A.B.

CONCRETE

FOOTING

3000 PSI MIN.

3/4" CHAMFER

(TYP.) 3/4" CHAMFER

(TYP.)

EDGE OF BASE PLATE EDGE

OF

BASE

PLATE

20±

20'-0" 2'-0"

/1

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SINGLE GATE 1

C5.1N.T.S

SHARED UTILITY TRENCH

DETAIL 2

C5.1N.T.S

2" WATER

2" CONDUIT 2" WATER

2" CONDUIT

1" GAS

18" TYP 24" TYP.

4" PIPE BEDDING 4" PIPE BEDDING

6" 6" 6" 6" 6"

24" MIN. COVER TO

SUGRADE OR FG IN

UNPAVED AREAS

30"

TYP.

24" MIN. COVER TO

SUGRADE OR FG IN

UNPAVED AREAS

VE: TRENCH BACKFILL CAN BE

CLEAN NATIVE SOIL/SAND

ABOVE PIPE BEDDING COURSE

/2

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PLAN

Ø3"

Ø3" FLGxPE

LOW

PRESSURE

~35 PSI

HIGH PRESSURE

~80 PSI

EX. 4" AC EX. 6" PVC

4" C

4" C

Ø3" PExFLG

TRENCH WALL

TRENCH WALL

EX. 4" AC EX. 6" PVC

TRENCH BOTTOM

SECTION

Ø3" FLGxPEØ3" PExFLG

PR

V

DE

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\C

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O

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R A

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S

IT

E

P

LA

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- R ya n R ud ni ck

EN

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IN

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4 1

5 1 6 4

ADJUSTABLE GALV STEEL SADDLE PIPE SUPPORTS

3" RESILIENT SEAT GATE VALVE W/ HANDWHEEL

DUCTILE IRON SPOOLS

NON-SHRINK EPOXY GROUT

FIELD ADAPT TO EXISTING PIPING. CONTRACTOR TO VERIFY EXISTING

PIPE DIAMETER AND TYPE PRIOR TO ORDERING MATERIALS.

2 ROMA-GRIP THRUST RESTRAINT ANCHORED TO VAULT W/ CONC

1 INSTALL AND COMPACT 4" DEEP LEVELING COURSE OF 3

4"-O

BILL OF MATERIALS

DESCRIPTIONITEM QTY.

1 1

3 7

4 1

5 1

PRECAST CONC. VAULT, OLDCASTLE 575-LA OR EQUIVALENT

GALVANIZED STEEL DOUBLE-DOOR HATCH, H-20 LOADING

3" CLA-VAL 90G-48BCSVYKC PRESSURE REDUCING VALVE WITH

LOW FLOW BYPASS

ADJUSTABLE GALV STEEL SADDLE PIPE SUPPORTS

3 4" BALL VALVE SAMPLING PORT

DUCTILE IRON SPOOLS, SIZE VARIES, FLGxFLG UNLESS NOTED OTHERWISE

NON-SHRINK EPOXY GROUT

3" PRESSURE GAUGE C/W BALL VALVE, OIL-FILLED, 0-200 PSI

FIELD ADAPT TO EXISTING PIPING. CONTRACTOR TO VERIFY EXISTING

PIPE DIAMETER AND TYPE PRIOR TO ORDERING MATERIALS.

2 ROMA-GRIP THRUST RESTRAINT ANCHORED TO VAULT W/ CONC

1 INSTALL 4" DEEP LEVELING COURSE OF 3

4"-O

2 3"X4" REDUCING PIPE COUPLGING MJXMJ

1 PLACE 1/2 CUBIC YARD OF DRAIN ROCK IN DRAINAGE FABRIC,

CENTERED BENEATH FLOOR DRAIN

1. CONTRACTOR SHALL COORDINATE PRV VALVE INSTALLATION WITH PARK

MANAGER A MINIMUM OF 1 WEEK PRIOR TO COMMENCING WORK TO

ALLOW FOR VISITOR NOTIFICATION AND ALTERNATIVE OPERATIONS

STRATEGY DURING WATER SYSTEM SHUT-OFF.

2. PRV INSTALLATION AND WATER SERVICE INTERRUPTION SHALL

COMMENCE NO EARLIER THAN SEPTEMBER 15, 2023 TO MINIMIZE IMPACTS

TO VISITORS DURING PEAK SEASON.

3. THE PARK WATER SYSTEM SHALL NOT BE SHUT OFF FOR MORE THAN 60

MINUTES AT ANY ONE TIME. A LONGER CLOSURE AFTER OCTOBER 1ST

MAY BE ACCEPTABLE IF APPROVED BY PARK STAFF. SHUT OFF SHALL

OCCUR IN THE EARLY MORNING HOURS, BETWEEN 6 A.M. AND 8 A.M.

CONTRACTOR MAY INSTALL A TEMPORARY BYPASS TO REINSTATE WATER

SERVICE DURING VAULT AND PRV ASSEMBLY INSTALLATION.

4. ALL WETTED COMPONENTS TO BE NSF 61 COMPLIANT.

5. ALL NEW PRV ASSEMBLY COMPONENTS (INCLUDING EXTERNAL PIPING

AND FITTINGS) SHALL CLEANED, PRESSURE-TESTED, AND CHLORINATED

PRIOR TO CUTTING INTO EXISTING MAIN AND PUTTING INTO SERVICE. SEE

SPECIFICATIONS.

2 3" DISMANTLING JOINT FLGXFLG15

1 3" BALL VALVE FLGXFLG16

2 4"X3" TEE FLGXFLG17

2 3" 90° BEND FLGXFLG18

2 4" GATE VALVE MJXMJ W/ FOSTER ADAPTOR AND VALVE BOX19

1 4" LONG SLEEVE ADAPTER PIPE COUPLING (FOR EX. 4" AC)20

1 6" LONG SLEEVE ADAPTER PIPE COUPLING (FOR EX. 6" PVC)21

1 4"X6" PIPE REDUCER MJ W/ FOSTER ADAPTOR22

2 90° EYE BOLTS - 3

4" UNC ROLLED THREAD24

1 1" AC PIPE RESTRAINER, 630 BY JCM OR APPROVED EQUAL25

2 3/4" STAINLESS STEEL ALL-THREAD RODS 3' LONG, NUTS EACH END26

1 CONCRETE STRADDLE BLOCK WITH (4) #4 BARS EACH WAY27

4 4" 90° BEND MJxMJ W/ FOSTER ADAPTOR23

EXISTING 4" VALVE

EXISTING PIPE SEGMENT TO REMAIN OPERATIONAL DURING PRV ASSEMBLY, UNTIL CUT-IN AND REMOVAL

EXISTING 4"x6" PIPE REDUCER

12" MIN.

" M

IN

UNDISTURBED SOIL

UNDISTURBED SOIL

" M

IN

UNDISTURBED SOIL12" MIN.

SHEET NOTES

24" MIN.

24" MIN.

3/4"C-(3)#12

X-###

EXPOSED CONDUIT

CAP ON CONDUIT STUB

CABLE TRAY

CALLOUT INDICATING CONDUIT

SIZE, NUMBER OF WIRES AND

WIRE SIZE.

HOME RUN TO PANELBOARD OR

AS INDICATED

CALLOUT INDICATING CONDUIT

NUMBER AND WIRE PER

SCHEDULE.

CONDUIT RUN, BROKEN AND

CONTINUED SAME SHEET OR

AS NOTED

CONDUIT WITH SEAL FITTING

CONDUIT TURNING DOWN

CONDUIT TURNING UP

GROUND CONDUCTOR

UNDERGROUND DUCT LINE

(CONCRETE ENCASEMENT)

UNDERGROUND DIRECT BURIAL

CONDUITS

INDICATES REMOVAL

EQUIPMENT ID #

CONDUIT NUMBER

P = POWER C = CONTROL

J = SIGNAL X = SPARE

X-###

PLAN SYMBOLS

MANHOLE

HANDHOLE

EQUIPMENT CONNECTION

INSTRUMENT LOCATION

GENERATOR

xxKW = SIZE

ELECTRICITY UTILITY METER

AND SOCKET

JUNCTION BOXES, FLOOR, WALL

AND CEILING

PHOTO ELECTRIC CELL

EMERGENCY LIGHT WITH SELF-

CONTAINED BATTERY

MOTOR

xx = HORSEPOWER

THERMOSTAT

PLYWOOD BACKBOARD

GROUND ROD

GROUND ROD AND BOX

DISCONNECT SWITCH, UNFUSED

xxA = AMPERAGE

DISCONNECT SWITCH, FUSED

xxAF = FRAME SIZE xxAT = TRIP SIZE

ENCLOSED CIRCUIT BREAKER

xxAF = FRAME SIZE xxAT = TRIP SIZE

FLEXIBLE CONDUIT

MH

HH

J

T

PE

CONDUIT SYMBOLS

EQUIPMENT AND INSTRUMENT SYMBOLS

UTILITIES SYMBOLS

MANUAL PULL STATION

FIRE ALARM CONTROL PANEL

COMBINATION SMOKE/HEAT

DETECTOR

HORN AND STROBE

FIRE ALARM SYMBOLS

FACP

SH

F

LIGHTING SYMBOLS

X IN.

SINGLE POLE SWITCH (SEE NOTE

S1)

* = SINGLE POLE

2 = 2 POLE

3 = 3 WAY

4 = 4 WAY

M = HP RATED, LOCKABLE

OS = OCCUPANCY SENSOR

P = SWITCH WITH PILOT LIGHT

WP = WEATHERPROOF

POLE MOUNTED FIXTURE

WALL/CEILING MOUNTED EXIT

LIGHT - DIRECTIONAL ARROW

WHERE INDICATED, SHADED

AREA INDICATES ILLUMINATED

FACE.

SURFACE MOUNTED FIXTURE

WALL MOUNTED FIXTURE

SINGLE RECEPTACLE, 120V

DUPLEX WALL RECEPTACLE,

120V

CKT = CIRCUIT NUMBER

TYPE: WP =

WEATHERPROOF

G = GROUNDED

IG = ISOLATED

GROUND

GF = GROUND FAULT

INTERRUPTER

DUPLEX FLOOR RECEPTACLE,

120V

TYPE: F = FLUSH

S = SURFACE

MULTI-OUTLET ASSEMBLY WITH

SINGLE RECEPTACLE, 120V

SPACING (X IN.) AS NOTED.

MOUNTING HEIGHT AS NOTED.

SPECIAL PURPOSE WALL

RECEPTACLE, RATING AS

NOTED.

DOUBLE DUPLEX RECEPTACLE,

120V

DOUBLE DUPLEX RECEPTACLE,

EMERGENCY/STAND-BY

DUPLEX RECEPTACLE,

EMERGENCY/ STAND-BY

NOTES:

S1 LOWER CASE LETTERS IN PARENTHESIS

ADJACENT TO A SWITCH OR LIGHT FIXTURE

INDICATE A SWITCHED CIRCUIT AND IDENTIFY

THE FIXTURE/SWITCH COMBINATIONS. FOR FOUR

LAMP FLUORESCENT FIXTURES WIRED IN PAIRS

WITHIN EACH FIXTURE, THE "a" SWITCH CONTROLS THE OUTER LAMPS AND THE "b"

SWITCH CONTROLS THE INNER LAMPS. WIRE 3

LAMP FIXTURES SIMILARLY.

S2 NUMBERS IN PARENTHESIS ADJACENT TO A

LIGHT FIXTURE OR RECEPTACLE INDICATE THE

LIGHTING PANEL BRANCH CIRCUIT FEEDING THE

DEVICE.

WALL-MOUNTED CONTROL

PANEL, PANELBOARD, OR

TERMINAL CABINET. SHOWN

WITH EQUIPMENT ID TAG.

FLOOR-STANDING DISTRIBUTION

ASSEMBLY, SUCH AS MCC,

SWITCHBOARD, OR XFMR.

SHOWN WITH EQUIPMENT ID

TAG.

RECEPTACLE AND SWITCH SYMBOLS

SINGLE RECEPTACLE,

EMERGENCY/ STAND-BY

ONE-LINE SYMBOLS SCHEMATIC SYMBOLS ABBREVIATIONS

GENERAL NOTES

G1 THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR

DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE

REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE

CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY

COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS.

G2 THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL

INFORMATION SHOWN.

G3 NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT

LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD

CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON.

G4 INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. SEE ALSO ANSI C37.2,

Y1.1, Y32.2, AND Y32.9.

G5 EQUIPMENT SHOWN IN HALF TONE OR GREY TONE ARE EXISTING OR BY

OTHERS.

G6 VERIFY ALL COLOR REQUIREMENTS BEFORE ORDERING MATERIALS.

G7 CONDUIT SIZE AND FILL SHALL BE AS INDICATED. WHERE NO SIZE IS SHOWN,

THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE EDITION OF THE

NATIONAL ELECTRIC CODE ADOPTED BY THE AUTHORITY HAVING CODE

ENFORCEMENT JURISDICTION. WHERE NO FILL IS INDICATED, PROVIDE (3)

#12 WIRES. PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH EMPTY CONDUIT.

(a,b)

CKT

TYPE

PNL-100

MCC-100

TRANSFER SWITCH, ATS OR MTS

AS INDICATED. 3 POLE UNLESS

OTHERWISE NOTED.

xxAF = RATING

CIRCUIT BREAKER, 3-POLE

UNLESS OTHERWISE NOTED.

xxAF = FRAME SIZE xxAT = TRIP RATING

POWER CIRCUIT BREAKER, 3

POLE, ABOVE 1500V.

xxAF = FRAME SIZE xxAT = TRIP RATING

POWER OR DISTRIBUTION

TRANSFORMER, 3 PHASE

UNLESS OTHERWISE NOTED.

xxKVA = SIZE xxV = PRIMARY VOLTAGE yyV = SECONDARY VOLTAGE

MOTOR STARTER WITH THERMAL

OVERLOAD. 3 PHASE UNLESS

OTHERWISE NOTED.

* = NEMA SIZE

VARIABLE FREQUENCY DRIVE.

3 PHASE UNLESS OTHERWISE

NOTED.

### = TAG ID NUMBER

GROUND CONNECTION

K

ST(a)

(LPXX/X)

NL

LUMINAIRE WITH IDENTIFICATION

TAG

ID = TYPE, PER LIGHTING

SCHEDULE

NL = UNSWITCHED NIGHT

LIGHT

a = SWITCH CONTROL

LPXX/X = POWER SOURCE

PANEL AND CIRCUIT NUMBER

XXX-###

EQUIPMENT ID #

GENERATOR

xxKW = SIZE

MOTOR

xx = HORSEPOWER

XXX-###

CONDUIT NUMBER

P = POWER C = CONTROL

J = SIGNAL X = SPARE

X-###

ATS

xxAF

VFD

LINE OR LOAD REACTOR

KIRK KEY INTERLOCK

SHUNT TRIP

FUSE

CURRENT TRANSFORMER

VOLTAGE TRANSFORMER

SURGE ARRESTOR

X

SENSOR.

X INDICATES DEVICE TYPE:

A = AMMETER

AS = CURRENT SWITCH

V = VOLTMETER

VS = VOLT SWITCH

WH = WATTHOUR METER

POWER RECEPTACLE

CAPACITOR

VACUUM BREAK SWITCH

TERMINATOR / POTHEAD

ELEMENTARY DIAGRAM

REFERENCE

X = DIAGRAM NUMBER

X

CONTROL POWER

TRANSFORMER

xxxVA = SIZE xxV = PRIMARY VOLTAGE yyV = SECONDARY VOLTAGE

CIRCUIT BREAKER, SINGLE-POLE

TAG = DEVICE TAG ID

xxA = TRIP RATING, IN

AMPERES

TAG

xxA

ELECTRONIC SOFT STARTER

WITH BYPASS. 3 PHASE

UNLESS OTHERWISE NOTED.

### = TAG ID NUMBER

SS

CIRCUIT BREAKER, 3-POLE.

TAG = DEVICE TAG ID

xxA = TRIP RATING, IN

AMPERES

M OL

MOTOR STARTER WITH THERMAL

OVERLOAD, 3-POLE.

BUS STAB ON MCC OR

SWITCHGEAR OR MOTOR CORD

AND PLUG CONNECTION

TAG

TAG

DISCONNECT SWITCH, 3-POLE.

TAG = DEVICE TAG ID

xxAF = SWITCH RATING, IN

AMPERES

M

MOTOR, 3-PHASE. VOLTAGE AND

HORSEPOWER AS INDICATED.

M

MOTOR, SINGLE PHASE.

VOLTAGE AND HORSEPOWER

AS INDICATED.

TAG

xxA

TAG

xxA

FUSE

TAG = DEVICE TAG ID

xxA = FUSE RATING, IN

AMPERES

XOO

OXO

OOX

PUMP 1

H O

A

SELECTOR SWITCH ASSEMBLY,

3-POSITION

TYPICAL CONFIGURATIONS:

H O A = HAND/OFF/AUTO

L O R = LOCAL/OFF/REMOTE

PUSHBUTTON, NORMALLY OPEN

AND NORMALLY CLOSED

START STOP

CONTROL DEVICE COIL

XXX INDICATES TYPE:

ALT = ALTERNATING RELAY

CR = CONTROL RELAY

LR = LATCHING RELAY

TR/TDR = TIMING RELAY/TIME

DELAY RELAY

M = MOTOR STARTER

CONTACTOR

### = DEVICE ID NUMBER

XXX

### CONTACT, NORMALLY OPEN AND

NORMALLY CLOSED.

### = DEVICE ID NUMBER

MAIN CONTROL PANEL

LOCAL CONTROL PANEL

FIELD TERMINAL

FIELD PANEL

POWER JUNCTION BOX

VFD

MCC OR SWITCHGEAR

PLC I/O TERMINAL

CONTROL CABLE JUNCTION BOX

MOTOR LOAD CABLE JUNCTION

BOX OR DISCONNECT

NORMALLY OPEN, CLOSES

AFTER TIME DELAY.

### = DEVICE ID NUMBER

NORMALLY CLOSED, OPENS

AFTER TIME DELAY.

NORMALLY OPEN,

INSTANTANEOUS CLOSE,

OPENS AFTER TIME DELAY.

NORMALLY CLOSED,

INSTANTANEOUS OPEN,

CLOSES AFTER TIME DELAY.

TIME-DELAY RELAY CONTACTS

STANDARD RELAY CONTACTS

X

INDICATING LIGHT

X INDICATES COLOR:

A = AMBER

B = BLUE

C = CLEAR

G = GREEN

R = RED

W = WHITE

Y = YELLOW

INDICATING LIGHT,

PUSH-TO-TEST

X

SENSING DEVICE CONTACTS

CLOSES

RISING

CLOSES

FALLING

FLOW SWITCH

LEVEL/FLOAT SWITCH

PRESSURE SWITCH

TEMPERATURE SWITCH

DEVICE TYPE

LIMIT SWITCH CONTACTS

NORMALLY OPEN, CLOSES ON

REACHING LIMIT

NORMALLY CLOSED, OPENS ON

REACHING LIMIT

MISCELLANEOUS DEVICES

ETM ELAPSED TIME METER /

HOURMETER

SOLENOID

F

B

H HORN

BELL

BUZZER

WIRE AND CABLE SYMBOLS

WIRING INSIDE ENCLOSURE

FIELD WIRING

CONDUCTORS CONNECTED

CONDUCTORS NOT CONNECTED

SPLICE OR TERMINATION

TERMINAL SYMBOLS

CONCEALED CONDUIT

A AMPERES

AC ALTERNATING CURRENT

ADJ ADJUSTABLE

AF AMPERE FRAME

AFD ADJUSTABLE FREQUENCY DRIVE

A.F.F. ABOVE FINISHED FLOOR

A.F.G. ABOVE FINISHED GRADE

AIC AMPERES INTERRUPTING CAPACITY

AMP AMPERES

ANN ANNUNICATOR

AT AMMETER TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AWG AMERICAN WIRE GAUGE

BCG BARE COPPER GROUND

C CONDUIT

CB CIRCUIT BREAKER

CC CONTROL CABLE, CLOSING COIL,

CLARIFIER CONSOLE

CHH COMMUNICATION HANDHOLE

CKT CIRCUIT

CMH COMMUNICATION MANHOLE

CO CONDUIT ONLY

COMM COMMUNICATION

COND CONDUCTOR

CPT CONTROL POWER TRANSFORMER

CP CONTROL PANEL

CR CONTROL RELAY

CS CONTROL STATION

CT CURRENT TRANSFORMER

DB DIRECT BURIAL

DC DIRECT CURRENT

DISC DISCONNECT

DISTR DISTRIBUTION

DP DISTRIBUTION PANEL

DPDT DOUBLE POLE, DOUBLE THROW

DPST DOUBLE POLE, SINGLE THROW

(E) EXISTING

EE ELECTRICAL ENCLOSURE

EHH ELECTRICAL HANDHOLE

EMERG EMERGENCY

ENCL ENCLOSURE

EGC EQUIPMENT GROUND CONDUCTOR

EQPT EQUIPMENT

ETM ELAPSED TIME METER

FDR FEEDER

FLEX FLEXIBLE

F.O. FIBER OPTIC

FREQ FREQUENCY

FU FUSE

FUT,(F) FUTURE

FVNR FULL VOLTAGE, NON- REVERSING

FVR FULL VOLTAGE, REVERSING

FWD FORWARD

GEN GENERATOR

GFI GROUND FAULT INTERRUPTER

GND GROUND

GRS GALVANIZED RIGID STEEL

HH HANDHOLE

HOA HAND-OFF- AUTOMATIC

HOR HAND-OFF-REMOTE

HTR HEATER

HV HIGH VOLTAGE

HZ HERTZ (CYCLES PER SECOND)

IND LT INDICATING LIGHT

INSTR INSTRUMENT, INSTRUMENTATION

I/O INPUT/OUTPUT

ISB INTRINSICALLY SAFE BARRIER

ISR INTRINSICALLY SAFE RELAY

JB JUNCTION BOX

KA KILOAMPERES

KCMIL THOUSANDS OF CIRCULAR MILS

KV KILOVOLTS

KVA KILOVOLT AMPERES

KVAR KILOVOLT AMPERES REACTIVE

KWH KILOWATT HOURS

LCP LOCAL CONTROL PANEL

LCS LOCAL CONTROL STATION

LTG LIGHTING

LTS LIGHTS

LP LIGHTING PANEL

mA MILLIAMPERES

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTION OR MAIN

CONTROL PANEL

MCM THOUSAND CIRCULAR MILS (KCMIL)

MON MONITOR

MOV MOTOR OPERATED VALVE

MS MOTOR STARTER

MTD MOUNTED

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

(A) NEW

NC NORMALLY CLOSED

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S ASSOC.

NEUT NEUTRAL

NO NORMALLY OPEN, NUMBER

OL OVERLOAD

OT OVER TEMPERATURE

OVLD THERMAL OVERLOAD RELAY

OIT OPERATOR INTERFACE TERMINAL

P POLE, PUMP

PB PULLBOX

PBSW PUSHBUTTON SWITCH

PEC PHOTOELECTRIC CELL

PF POWER FACTOR

PGRS PVC COATED GALVANIZED RIGID STEEL

PH PHASE

PIOP PLC I/O PANEL

PLC PROGRAMMABLE LOGIC CONTROLLER

PNL PANEL

PNLBD PANELBOARD

POT POTENTIOMETER

PRI PRIMARY

PWR POWER

(R) RELOCATED

RCPT RECEPTACLE

RT RESET TIMER

SCCR SHORT CIRCUIT CURRENT RATING

SCHD80 SCHEDULE 80 PVC

SD SMOKE DETECTOR

SIG SIGNAL

SN SOLID NEUTRAL

SPD SURGE PROTECTIVE DEVICE

SPDT SINGLE POLE, DOUBLE THROW

SST STAINLESS STEEL

SV SOLENOID VALVE

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TB TERMINAL BOX

TC TELEPHONE CABINET

TEL TELEPHONE

TERM TERMINAL

TSP TWISTED SHIELDED PAIR

TST TWISTED SHIELDED TRIAD

UGND UNDERGROUND

UV ULTRAVIOLET

VA VOLT-AMPERES

VAR VOLT AMPERES REACTIVE

VFD VARIABLE FREQUENCY DRIVE

VH VAR-HOUR

VS VOLTMETER SWITCH

W WIRE, WATTS

WH WATTHOUR METER

WHDM WATTHOUR DEMAND METER

WP WEATHERPROOF

WR WEATHER RESISTANT

WT WATERTIGHT

XFMR TRANSFORMER

TAG

xxA

HEAT TRACE

xx

G xxKW

G xxKW xx xxAF xxAT xxAF xxAT xxAF xxAT xxAF xxAT

WITH

DRAWOUT

NO

DRAWOUT

WITH

DRAWOUT

NO

DRAWOUT

CPT xxxVA xxV-yyV xxKVA xxV - yyV

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1DETAIL

CONDUIT STUB INSTALLATION

2DETAIL

DUCT BANK

3DETAIL

POLYMER CONCRETE HANDHOLE

8/10/2023

CO

CO

CO

CO

CO

CO

CO

(6) GS

(3) RN

(6) MA

(3) PM

(3) PM

(2) VO

(1) VO

(2) VO

(3) RN

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