081387C-C001.pdf

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T h e i n fo rm a ti o n c o n ta in e d o n t h is d ra w in g s h a ll re m a in u n d e r th e c o n tr o l o f th e o ri g in a ti n g r e q u e s te r o r a g e n c y o r it s s u c c e s s o r in f u n c ti o n a t a ll ti m e s I n fo rm a ti o n s a fe g u a rd in g i s t h e r e s p o n s ib ili ty o f th e i n d iv id u a l/ a g e n c y /c o m p a n y re q u e s ti n g t h e d a ta a n d t a k in g o ri g in a l p o s s e s s io n o f th is d ra w in g R e le a s e /d is c lo s u re o f d a ta t o a n y p a rt y b e y o n d t h e o ri g in a l re q u e s t a n d i n te n d e d u s e i s p ro h ib it e d N o p u b lic p u b lic a ti o n o f th e d a ta b y a n y m e a n s o r a n a ly s e s t h e re o f is a u th o ri z e d U p o n c o m p le ti o n o f th e u s e o f th e d a ta c o n ta in e d o n t h is d ra w in g th e d ra w in g m u s t b e r e tu rn e d o r d e s tr o y e d D ir e c t a n y q u e s ti o n s t o t h e E n g in e e ri n g S u p p o rt E le m e n t, C E S /C E C B a t -6 -4 In fo rm a ti o n s a fe g u a rd in g r e q u ir e m e n ts a re p e r A F M A N -1 A F I -3 D O D R e g .1 a n d E x e c u ti v e O rd e r w h e n a p p lic a b le

D O N O T D U P L

IC

A T E T H

IS

D R A W

IN

G O R T H E D A T A C O N T A

IN

E D O N I T

AB

AC

DWG NO.

(E)

EB

EG

EP

FG

FH

G

GB

INV.

IP

JP

JP W/UG

MH

(N)

OH

R

SD

SL

SS

STD.

STD. XX

TYP.

UG

W

WM

WV

AGGREGATE BASE

ASPHALT CONCRETE

CITY OF UKIAH STANDARD PLAN NUMBER

EXISTING

ELECTRIC BOX

EXISTING GRADE

EDGE OF PAVEMENT

FINISHED GRADE

FIRE HYDRANT

GAS

GRADE BREAK

INVERT

IRON PIPE

JOINT POLE

JOINT POLE WITH UNDERGROUND

MANHOLE

NEW

OVER HEAD ELECTRIC

RADIUS

STORM DRAIN

STREET LIGHT

SANITARY SEWER

STANDARD

CALTRANS STANDARD PLAN NUMBER

TYPICAL

UNDERGROUND

WATER

WATER METER

WATER VALVE

EXISTING CONCRETE PAVEMENT

1. ALL CONSTRUCTION SHALL CONFORM TO THE VANDENBURG AIR FORCE BASE

(VAFB) DESIGN STANDARDS.

2. THE CONTRACTOR SHALL PROVIDE, PROCURE AND PAY FOR ALL PERMITS

REQUIRED TO CARRY ON AND COMPLETE THE WORK. THESE INCLUDE, BUT ARE

NOT LIMITED TO, ENCROACHMENT PERMITS, CURRENT BUSINESS LICENSE, VALID

AND PROPER CONTRACTOR'S LICENSE. ENCROACHMENT PERMITS MUST BE

LOCATED ON THE JOB SITE DURING WHICH TIME CONTRACTOR IS WORKING

THERE.

3. ANY AND ALL INSPECTION FEES SHALL BE DUE AND PAYABLE TO THE

APPROPRIATE AGENCY BEFORE ANY WORK BEGINS.

4. CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE NEW AND OF A QUALITY

EQUAL TO THAT SPECIFIED OR APPROVED. WORK SHALL BE DONE AND

COMPLETED IN A THOROUGH AND WORKMANLIKE MANNER.

5. WHENEVER ANY MATERIAL OR EQUIPMENT IS INDICATED OR SPECIFIED BY

PATENT OR PROPRIETARY NAME OR BY THE NAME OF THE MANUFACTURER,

SUCH SPECIFICATION SHALL BE CONSIDERED AS USED FOR DESCRIBING THE

MATERIAL OR EQUIPMENT DESIRED AND SHALL BE CONSIDERED AS FOLLOWED

BY THE WORDS "OR APPROVED EQUAL". THE CONTRACTOR MAY OFFER ANY

MATERIAL OR EQUIPMENT WHICH SHALL BE EQUAL IN EVERY RESPECT TO THAT

SPECIFIED; PROVIDED THAT WRITTEN APPROVAL FIRST IS OBTAINED FROM THE

PROJECT ENGINEER.

6. MATERIALS SHALL BE SO STORED TO ENSURE THE PRESERVATION OF THEIR

QUALITY AND FITNESS FOR THE WORK. THEY SHALL BE SO LOCATED AND

DISPOSED THAT PROMPT AND PROPER INSPECTION THEREOF MAY BE MADE.

7. VAFB SHALL HAVE THE RIGHT TO TAKE POSSESSION OF AND USE ANY

COMPLETED OR PARTIALLY COMPLETED PORTIONS OF THE WORK. NOTWITH -

STANDING THE TIME FOR COMPLETING THE ENTIRE WORK OF SUCH PORTIONS

WHICH MAY NOT HAVE EXPIRED; BUT SUCH TAKING POSSESSION AND USE SHALL

NOT BE DEEMED AN ACCEPTANCE OF ANY WORK NOT COMPLETED IN

ACCORDANCE WITH THE PROJECT PLANS. IF SUCH PRIOR USE INCREASES THE

COST OF OR DELAYS THE WORK, THE CONTRACTOR SHALL BE ENTITLED TO

SUCH EXTRA COMPENSATION, OR EXTENSION OF TIME OR BOTH, AS THE

ENGINEER MAY DETERMINE.

8. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR

THE JOB SITE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT

SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING

HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD

VAFB AND ITS REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL

AND/OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT.

9. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO

EXISTING STRUCTURES AND UTILITIES DURING CONSTRUCTION.

10. CONTRACTOR SHALL VERIFY LOCATIONS, LEVELS, DISTANCES, AND FEATURES

THAT MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM

THOSE SHOWN OR INDICATED, OR IF IT APPEARS THAT THESE PLANS,

SPECIFICATIONS, AND SPECIAL PROVISIONS DO NOT ADEQUATELY DETAIL THE

WORK TO BE DONE, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO

CONTINUING WITH ANY RELATED WORK. NO ALLOWANCE WILL BE MADE IN HIS

BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN

DETERMINING THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED.

NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE.

11. CONTRACTOR TO EXPOSE AND CHECK LOCATIONS OF EXISTING INVERTS PRIOR

TO CONSTRUCTION.

12. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES 48

HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO EXISTING UTILITY

LINES UNLESS ENCROACHMENT PERMIT SPECIFIES OTHERWISE.

13. CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES TO

PROVIDE FOR THE SAFETY OF THE GENERAL PUBLIC TO THE SATISFACTION OF

THE VAFB ENGINEER.

14. CONTRACTOR SHALL NOTIFY VAFB ENGINEER AT LEAST 72 HOURS IN ADVANCE

OF COMMENCEMENT OF ANY PART OF THE WORK.

15. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PER VAFB REQUIREMENTS.

16. LOCATION OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND

BASED ON RECORD INFORMATION. CALL USA (1-800-227-2600) TO LOCATE ALL

UTILITIES 48 HOURS PRIOR TO ANY CONSTRUCTION.

17. ALL GRADES SHOWN ARE FINISH GRADES. ALLOW FOR VARIOUS THICKNESS OF

BASE, PAVING, AND CONCRETE IN PREPARING SUGBRADE.

CURB AND GUTTER

WATER LINE

OVERHEAD ELECTRIC

SANITARY SEWER

STORM DRAIN

CATCH BASIN

TRAFFIC STRIPING

SURVEY/CONTROL POINT

JOINT POLE

STREET LIGHT

SWALE

FENCE

PROPERTY LINE

CONTOURS

GRADE BREAK

BOLLARDS

EROSION CONTROL NOTES:

1. THE OWNER/CONTRACTOR SHALL EXERCISE CARE DURING CLEARING AND

GRADING OPERATIONS TO MINIMIZE EROSION AND SEDIMENT OFF SITE.

2. THE OWNER/CONTRACTION SHALL CONDUCT ALL OPERATIONS SO AS TO PREVENT

ANY UNNECESSARY DISTURBANCE OF SOIL OR EXISTING VEGETATION.

3. ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE CITY EROSION AND

SEDIMENT CONTROL DETAILS.

4. ALL BARE GROUND SHALL HAVE COVER OR STRAW MULCH OR GRAVEL BY

OCTOBER 15TH, EROSION CONTROL MEASURES SHALL BE MONITORED ON A

MONTHLY BASIS DURING THE SUMMER MONTHS AND ON A WEEKLY BASIS DURING

THE WINTER MONTHS BY A QUALIFIED EROSION CONTROL EXPERT.

5. WHEREVER POSSIBLE, CUT AND FILL SLOPES SHALL BE CONSTRUCTED TO

MINIMIZE INSTABILITY. RUNOFF FROM TEMPORARY OR PERMANENT EROSION

CONTROL MEASURES SHALL BE DIVERTED OR DISCHARGED INTO SEDIMENT BASINS

OR PROTECTED STABLE AREAS.

6. AFTER COMPLETION OF CONSTRUCTION ALL DISTURBED AREAS SHALL BE

LANDSCAPED OR SEEDED AND PROTECTED BY STRAW MULCH.

7. THE OWNER IS RESPONSIBLE FOR COMPLYING WITH THE NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. CAS000002 WASTE

DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF

ASSOCIATED WITH CONSTRUCTION. CONSTRUCTION ACTIVITIES INCLUDE BUT ARE

NOT LIMITED TO CLEARING, GRADING, EXCAVATION, STOCKPILING, AND

RECONSTRUCTION OF EXISTING FACILITIES INVOLVING REMOVAL AND REPLACEMENT.

CURRENT TOPOGRAPHIC INFORMATION NOT

INCLUDED ON THIS PLAN.

ALL NEW CIVIL SITE IMPROVEMENTS SHALL

CONFORM TO EXISTING GRADE AT PERIMETER OF

ALL IMPROVEMENTS AND NEW CONSTRUCTION.

CIVILC

DISCIPLINE (IF 2ND

LETTER

DESIGNATOR NOT

USED, REPLACED

WITH "-")

DISCIPLINELETTER

G GENERAL

D DEMOLITION

SHEET TYPENUMBER

GENERAL

ELEVATIONS

SECTIONS

DETAILS

SCHEDULES AND DIAGRAMS

4 LARGE SCALE VIEWS

PLANS

NUMBER

INDIVIDUAL DRAWING

SHEET TYPE

C- 1 0 1

T TRAFFIC

ABBREVIATIONS

SYMBOLS LEGEND

DRAWING DESIGNATION

TOPOGRAPHIC INFORMATION

GENERAL NOTES

CIVIL SHEET INDEX

C-001 CIVIL LEGEND, ABBREVIATIONS & SYMBOLS

C-201 CIVIL SITE DEMOLITION PLAN

C-101 CIVIL SITE, GRADING, CIVIL, & LANDSCAPE PLANS

C-501 CIVIL DETAIL SHEET