140P8422R0006_Attach_02_Drawings.pdf

SHEET

NO.

.QE!:!EB&

B

QYJl.

SUB

SHEET

NO.

G01

CO2

G03 G04 G05 G06 G07

GOB

G09 G10 G11 G12 G13 G14

C01

CO2

C03

C04

C05

C06

C07 cos

C09

C10

C11

C12

C13

C14 C15 C16 C17 C18 C19

C20

C21 C22 C23 C24 C25 C26 C27 C28

44 EO

45 E1 46 E2 47 E3 48 E4 49 E5

BASIC QA.TA:

INDEX OF DRAWINGS

TITLE OF SHEET

COVER SHEET

CONSTRUCTION NOTES, l£GENO, ASBREV1ATIONS &

SCHEOUL£S

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

EXISTING SITE CONDITIONS - RV DUMP STATION

DEMOLITION PLAN - RV DUMP STATION

NOT USED

CONSTRUCTION STAGING AREA

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

SEPTIC SYSTEM IMPROVEMENTS SITE PLAN -

RV DUMP STATION

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

RV DUMP STATION HOLDING TANK DETAIL

HOLDING TANK DETAILS GENERAL

NOT USED

NOT USED

GENERAL DETAILS

NOT USED

NOT USED

NOT USED

TO Q SOLEDAD & \!..2J)

PINNACLES NATIONAL

NOT USED

NOT USED

NOT USED

RV DUMP STATION POWER PLAN

NOT USED

NOT USED

M..lllM""'

DCG, INC

SEATllE. WA

PACIFIC

CENTRAL

CALIFORNIA

LEGEND

-- - -- PARK BOUNDARY

l),t . �e1,j WILDERNESS AREA

- - - -- COUNTY LINE

----- PAVED ROAD

--------- TRAIL

__ ,., __ CREEK

v.c. VISITOR CENTER

HQ. PARK HEADQUARTERS

� RANGER STATION

El PICNIC AREA

0 CAMPGROUND

SCAl£ OF FEET 2,500 0 2,500 5,000

,00 0 ,00 1,000 1,,00

SCAI.£ OF METERS

100% FOR CONSTRUCTION RV DUMP STATION HOLDING TANK

0"'1114 ND.

UNITED STATES

LOCATION WITHIN PARK 1 65,660

DEPARTMENT OF THE INTERIOR EASTSIDE CAMPGROUND PMIS/PKG NO.

NAME OF' PARK 318218

NATIONAL PARK SERVICE

PACIFlC WEST REGIONAL OFFICE

PINNACLES NATIONAL PARK SHEET

� COUNTY ..5JAIE.

PACIFlC S.111 BENITO CA _Lor.ft

APPROVED FOR CONSTRUCTION BY STEVEN BOSILJEVAC, P.E.

REGIONAL CIVIL ENGINEER, NPS REGIONS 8, 9, 10, & 12

GENERAL NOTES

1. CONTRACTOR TO RECYCLE/DISPOSE OF All WASTE MATERIAL PER SECTION

017419 OF THE PROJECT SPECIFICATIONS.

2. MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK

IS NOT ACTIVELY IN PROGRESS ANO DURING NON-WORK HOURS.

3. CONDUCT ACTI\IITIES SO THAT INTERFERENCE WlTH THE PUBLIC SHALL BE

KEPT TO A MINIMUM. SCHEDULE ACTMTIES REQUIRING CLOSURE TO THE

PUBLIC WITH THE CO AT LEAST 7 DAYS IN ADVANCE.

4. CONTRACTOR SHALL CONTACT OJG ALERT ANO FIELD VERIFY ALL UTIUTIES

PRIOR TO EXCAVATION. DIAL 1-800-642-2444 BEFORE YOU DIG.

5. SPACE WlLL BE MADE AVAILABLE TO CONTRACTOR FOR STORAGE ANO FOR A

TEMPORARY OFFICE IN PROXIMITY TO THE PROJECT AREA CONTRACTOR

SHALL IDENTIFY SPACE REQUIREMENTS ANO PROPOSE LOCATION OF STORAGE

ANO TEMPORARY OFFICE PRIOR TO CONSTRUCTION. LOCATION IS SUBJECT TO

REVlEW ANO APPROVAL OF THE CO.

6. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS

UNLESS OTHERWISE NOTED.

7. EXISTING INFORMATION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS

ANO GOVERNMENT-SUPPLIED INFORMATION AVAILABLE AT TIME OF DESIGN.

VERIFY ALL EXISTING CONOmONS, PRIOR TO COMMENCEMENT OF WORK.

NOTIFY THE CO IF /J.NY DISCREPANCIES ARE DISCOVERED.

8. WHEN A DETAIL IS IDENTIFIED AS '"TYPICAL,• APPLY DETAIL FOR CONSTRUCTION

OF EVERY LIKE CONDmON, EVEN IF REFERENCE TO THE DETAIL IS NOT

REPEATED IN EVERY INSTANCE. IN CASES OF CONFLICT BETWEEN A

SPECIFICALLY REFERENCED DETAIL ANO A TYPICAL DETAIL, SPECIFICALLY

REFERENCED DETAIL SHALL GOVERN.

9. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR

REMAIN THE PROPERTY OF THE GOVERNMENT.

1 O. CONTRACTOR IS RESPONSIBLE FOR All TEMPORARY TRAFFlC CONTROL DURING CONSTRUCTION, MAINTAIN (1) MINIMUM 10 FT WIDTH AT All TIMES.

11. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, ANO ANIMALS,

ANO OTHER NATURAL RESOURCES DURING CONSTRUCTION. CONFINE

CONSTRUCTION OPERATIONS TO MINIMUM PRACTICAL AREA. IN NO CASE SHALL

CONSTRUCTION OPERATIONS EXTEND BEYOND LIMITS OF CONSTRUCTION

INDICATED WITHOUT PRIOR APPROVAL BY THE CO AND SHALL NOT EXTEND

OUTSIDE ROAD SHOULDER. CONTRACTOR SHALL LIMIT TURN AROUND TO

EXISTING PULLOUTS, DRIVES, ANO PARKING AREAS.

12. CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED,

CONTRACTOR-PREPARED, STORMWATER POLLUTION PREVENTION PLAN ANO

TEMPORARY EROSION ANO SEDIMENTATION CONTROL PLAN.

13. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILr

DRAWINGS DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT THE

REDLINE OWGS TO THE CO FOR REVlEW/APPROVAL.

14. All NEW CONSTRUCTION ANO WORKMANSHIP SHALL COMPLY WITH LOCAL.

STATE, ANO FEDERAL REQUIREMENTS FOR CODE COMPLIANCE. WHERE

CONFLICTS OCCUR, THE MOST STRINGENT SHALL APPLY.

GENERAL ABBREVJAJlONS

I

AC

APPROX

APWA

ASTM

BGS

COF

CL

co

DIA

CWT

FM

FR

FT

GAL

GPM

GSF

HOD

HOPE

HSA

1.0.

IN

LBS

LF

MAX

MIN

MIP

NPS

0.0.

PE

PSI

PVC

QTY

RV

SCH.

SOFT

TYP

W/

FEET

INCHES

NUMBER

ASPHALT CEMENT

APPROXIMATELY

AMERICAN PUBLIC WORKS ASSOCIATION

AMERICAN SOCIETY FOR TESTING ANO MATERIALS

BELOW GROUND SURFACE

CONTROLLED DENSITY FILL

CLASS

CONTRACTING OFFICER

DIAMETER

DEPTH TO WATER

FORCE MAIN

PFIBERGLASS REINFORCED PLASTIC

FEET

GALLONS

GALLONS PER MINUTE

GEOTEXTILE SANO FILTER

HORIZONTAL DIRECTION DRILL

HIGH DENSITY POLYETHYLENE

HOLLOW STEM AUGER

INSIDE DIAMETER

INCHES

POUNDS

LINEAR FEET

MAXIMUM

MINIMUM

MINUTES PER INCH

NATIONAL PARK SERVICE

OUTSIDE DIAMETER

POLYETHYLENE

POUNDS PER SQUARE INCH

POLYVNYL CHLORIDE

QUANTITY

RECREATIONAL VEHICLE

SCHEDULE

SQUARE FEET

TYPICAL

WITH

CML LEGEND·

__ ,. __ EXISTING SANITARY SEWER

--•-- PROPOSED SANITARY SEWER

EXISTING WATER PIPE

___,,, __ PROPOSED WATER PIPE

-o------<>---- PROPOSED WOOD FENCE ll!llllll DEMOLITION

■ WATER METER

PIPE SCHEPUL£S·

SANITARY SEWER FORCEMAIN, HOPE OR11

ORAINFIELO LATERALS, PERFORATED HOPE OR 11

GRAVITY SANITARY SEWER, CL 200 PVC

WATER PIPE, SCH. 80 PVC

OESIGNED:

K. KEENAN

iilE3

L ABEN

TECH. REVIEW:

04/05/21

SURVEY LEGEND

� BUILDING

E;l;'f AC PAVEMENT c:J CONCRETE

----- CHAINLINK FENCE

O

OF

FE

�K

- •---- WATERLINE

-,---- TELEPHONE LINE

-------- VEGETATION LINE

= WALL, AS NOTED

■ POST, AS NOTIEO

• HOSE BIB

Jill WATER VALVE 'lifHYORANT

0 SEWER MANHOLE

o SANITARY SEWER CLEANOUT o RISER, AS NOTIEO e ELECTRIC METER

•BOLLARD

-SIGN

x SPOT ELEVATION

A. CONTROL POINT

O TREE, TYPE ANO

DIAMETER SPECIFIED

OllN TRASH OR RECYCLING RECEPTACLE

@WELL

SECTION OR PETNL IPENTlflCATION SYMBOLS

SECTION

IDENTIFICATION

LETTER

SECTION

TAl<EN

FROM SECTION SHOWN

ON SHEET C3

WHEN SECTION WHEN SECTION

IS SHOWlN ON

SAME SHEET

IS SHOWlN ON

DIFFERENT SHEET

SUB SHEET NO,

G01

IDENTIFICATION

DETAIL

LETTER

fOETAIL

TAl<EN DETAIL SHOWN FROM ON SHEET C3

SECTIO

TAl<EN

AREA OF DETAIL

SECTION

CATION

FROM ELEVATION SHOWN

TITI.E OF' SHEET

CONSTRUCTION NOTES,

LEGEND, ABBREVIATIONS

& SCHEDULES

EASTSIOE CAMPGROUND

PINNACLES NATIONAL MONUMENT

DRAWING NO.

...1.li...

165,660

PMIS/PKC NO.

318218

SHEET

_L0F..1i_

I

I

I

I

.--r• I""" "'!:'=��"'!:'�,, •---- I

.. --It,-- /

APPROX. 50

EXISTING SIN

RAINFIELD LA

DESIGNED: SUB SHEET NO,

K. KEENAN

LABEN

G13 TECH, REVIEW:

DATE:

04/05/21

10 0 10 20 � EC.. =

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

EXISTING SITE ...1.li...

165,660

CONDITIONS PMIS/PKC NO.

RV DUMP STATION

318218

SHEET

EASTSIDE CAMPGROUND

..1±.� ..1l!.. PINNACLES NATIONAL MONUMENT

I

I I

I

PUMP AND DEMO SEPTIC TANK, DEMO SANITARY

SEWER CLEANOUTS, DEMO GRAVllY CONNECTION

TO COMFORT STATION, RESTORE EXISTING

GRADE, DISPOSE OF DEMO MATERIAL OUTSIDE

OF PARK IN ACCORDANCE WITH LOCAL CODE

D �60�:fo�� ----·@ C24 DRAINFlELD LATERAL

DESIGNED: SUB SHEET NO,

K. KEDW1

LABEN

G14 TECH, REVIEW:

DATE:

04/05/21

10 0 10 20 � EC.. =

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

DEMOLITION PLAN ...1.li...

165,660

RV DUMP STATION PMIS/PKC NO.

318218

SHEET

EASTSIDE CAMPGROUND

PINNACLES NATIONAL MONUMENT ...l§_or..1l!._

20 0 20 40

SCALE OF FEET

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

K. KEENNl CONSTRUCTION lil,liE)

STAGING AREA

165,660

L ABEN

CO2

PMIS/PKC NO.

TECH, REVIEW: 318218

SHffi

O.,.TF": EASTSIDE CAMPGROUND

JLo,..1l!._ 04/05/21 PINNACLES NATIONAL MONUMENT

XIIIIAPPROVED FOR CONSTRUCTION BY STEVEN BOSILJEVAC, P.E.

I I

I..----•

,--r' ,..---- I

,..---- I ,..---- I

,..---- I ,..---- I

,..---- I I

I

DESIGNED: SUB SHEET NO,

K. KEDW1

LABEN

C11 TECH, REVIEW:

04/05/21

10 0 10 20 � EC.. =

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

SEPTIC SYSTEM ...1.li...

165,660

MPROVEMENTS SITE PLA PMIS/PKC NO.

RV DUMP STATION

318218

SHEET EASTSIDE CAMPGROUND

_l§_or..1l!._ PINNACLES NATIONAL MONUMENT

XIIIIIIAPPROVED FOR CONSTRUCTION BY STEVEN BOSILJEVAC, P.E.

r 4" INLET PIPE FROM

RV DUMP STATION

TOP OF TANK - 120"+---------

INVERT OF 4" PIPE - 111"

15,000 GALLON SINGLE WALL FRP TANK ( 10-FT DIAMETER) - XERXES, OR APPROVED EQUAL

14-FT PRECAST DEADMAN (2 EACH SIDE - 4 TOTAL)

30-IN FRP OPENING (3 TOTAL)

30-IN RIBBED PVC RISER W/ WATERTIGHT FRP LIO (2 TOTAL)

30-IN RIBBED PVC RISER W/ WATERTIGHT FRP CARBON FILTER LIO (1 TOTAL)

4-IN SCH. 40 PVC INLET PIPING W/ SANITARY TEE

HOLD DOWN STRAP AND TURNBUCKLE ASSEMBLY (4 TOTAL)

FLOAT SWITCH ASSEMBLY - ORENCO MODEL MF3P-BLANK66VC20-20, OR APPROVED EQUAL

SPLICE BOX - PUMPS - ORENCO MODEL SBXD; FLOATS - ORENCO MODEL SB4AG, OR APPROVED EQUAL ALARM PANEL - ORENCO CUSTOM PANEL W/ (3) FLOAT ALARMS - SEE SPECIFICATIONS, OR APPROVED EQUAL CAGED HIGH LEVEL ALARM LIGHT - SEE ORENCO CUSTOM PANEL SPECIFICATIONS, OR APPROVED EQUAL

�OAT ALARM SETTINGS·

..._____ PLACE ANO COMPACT TANK BEDDING ANO BACKFILL

IN ACCORDANCE WITH TANK MANUFACTURERS

RECOMMENDATIONS (TIP.)

HIGH l.E\IEl ALARM (RED LENS, 5-1 /2" FLASHING ALARM BEACON & PUSH TO SILENCE FOR AUDIBLE ALARM) • 108"

75" FULL INDICATOR (AMBER LENS) = 80.75 •

50" FULL INDICATOR (GREEN LENS) • 58.5•

HOLDING TANK DESIGN CRITERIA

DAILY DESIGN FLOW • 2,775 GALLONS

PROV1DED LIQUID STORAGE VOLUME = 14, 845 GALLONS

••RV DUMP STATION HOLDING TANK SHALL NOT BE CONNECTED TO A SEPTIC ORAINFlELD, TANK IS TO BE PERIODICALLY PUMPED BY A LICENSED SEPTIC PUMPER

DESIGNED: SUB SHEET NO, TITLE OF SHEET

K. l<EENNl RV DUMP STATION lil,liE)

HOLDING TANK DETAIL L ABEN

C21 TECH, REVIEW:

"""' EASTSIDE CAMPGROUND

04/05/21 PINNACLES NATIONAL MONUMENT

DRAWING NO.

165,660

PMIS/PKC NO.

318218 SHffi

�OF..1l!_

XIIIII

APPROVED FOR

CONSTRUCTION BY

STEVEN BOSILJEVAC, P.E.

REGIONAL CIVIL ENGINEER,

NPS REGIONS 8, 9, 10, & 12

PRE-CAST DEAOMAN

TANK SrTE TANK TANK

DIAMETER VOLUME

COMFORT

8' 11,000

STATION #1 GAL

COMFORT

6' 4,000

STATION #2 GAL

COMFORT

8' 9,000

STATION #3 GAL

COMFORT

10· 14,000

STATION #5 GAL

LIFT STATION 10' 14,000

GAL

RV DUMP 10' 14,000

STATION GAL

HOLD-DOWN STRAPS

TANK SIZE STRAP

LENGTH "I.•

6' DIA. 12·-1·

8' DIA. 15'-1"

10' DIA. 18'-8 3/4"

QlY. "I..

4 16'

2 18'

2 12' 2 16'

4 14'

4 14'

4 14'

APPROX.WEIGHT

EACH

2,700 L8S

2,700 L8S

1,800 L8S 2,400 L8S

1,900 L8S

1,900 L8S

NOTE:

- IN MULTIPLE TANK INSTALLATIONS, EACH TANK

REQUIRES ITS OWN SET OF DEADMEN.

- FOR CAST IN PLACE OR DEADMAN CONSTRUCTED OFF

SITE, REFER TO MANUFACTURERS INSTALLATION

MANUAL AND OPERATING GUIDELINES FOR PROPER

SIZING AND ANCHOR POINT SPECIFICATIONS.

GALVANIZED STRAP EYE

ALUMINUM STRAP GUIDE

ALUMINUM STRAP GUIDE

6' TANK 4-GUIOES

8' TANK 4-GUIDES

1 O' TANK 4-GUIDES

1-------------"L"--

FR

P

P

Ul

TR

UD

ED

STRAP

r-'=

I

=�=----i-------;□�----rl -f'""I -�□�--"-'L...____,_.._.._;=

@ �BL.£ D-4l& HOLD-DOWN STRAPS

ARI S :NOTTOS

NOTE: STRAPS ARE RATED AT

MINIMUM 25,000 L8S.

TANK

DIA.

6'

8'

10'

ANCHORING DIMENSIONS

•A• "B. ·c· "D· -o·

MIN. MAX.

23" 13" 12·-1· 42" 48"

31" 15" 15'-1" 52" 58"

45" 15" 18'-8-3/4" 69" 75"

11111 = POSmON STRAP 11111

11111� ll�PP AT TAN

�11111

11111 �� � �Ill 11111 11111� 1111� � 11111 � 11111 � 11111

3 1/4"

GALVANIZED STRAP EYE

@ M�J�OOWN SJRAP

TANK SrTE TANK TANK rTEM Q1Y UNIT DESCRIPTION DIAMETER VOLUME

6' & 8' TANKS

1 4 EA

DEADMAN,

COMFORT 11,000 12"x12"x16'

STATION #1 8' GAL GALVANIZED 2 8 EA ANCHOR POINT

1 2 EA

DEADMAN,

COMFORT 4,000 12"x12"x18'

STATION #2 6' GAL GALVANIZED 2 4 EA ANCHOR POINT

1 2 EA

DEADMAN,

12"x12"x12'

COMFORT

8'

9,000 1 2 EA

DEADMAN,

STATION #3 GAL 12*x12"x16'

2 8 EA

GALVANIZED

ANCHOR POINT

1 4 EA

DEADMAN

COMFORT 14,000 8-3/4"x18'"x14'

STATION #5 10' GAL GALVANIZED 2 8 EA ANCHOR POINT

10' TANKS

1 4 EA

DEADMAN

14,000 8-3/4"x18"x14' UFT STATION 10' GAL GALVANIZED 2 8 EA ANCHOR POINT

1 4 EA

DEADMAN

RV DUMP 10·-o· 14,000 8-3/4"x18"x14'

STATION GAL

2 8 EA

GALVANIZED

ANCHOR POINT

DESIGNED: SUB SHEET NO,

K. KEENNl lil,liE)

L ABEN

C22 TECH, REVIEW:

04/05/21

TITLE OF SHEET

HOLDING TANK

DETAILS GENERAL

EASTSIDE CAMPGROUND

PINNACLES NATIONAL MONUMENT

DRAWING NO.

165,660

PMIS/PKC NO.

318218 SHffi

I!.._o,..1l!._

XHHZZII

APPROVED FOR CONSTRUCTION BY STEVEN BOSILJEVAC, P.E. REGIONAL CIVIL ENGINEER, NPS REGIONS 8, 9, 10, & 12

318218